CryoOxygen_Plans_08.pdf

PDF 18 MB Posted Dec 18, 2008

Attached to: Cryonenic System, J. Strom Thurmond
Solicitation number: W912HN-08-R-0072
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

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0002 _3_.pdf	PDF	Jan 9, 2009
W912HN-08-R-0072.pdf	PDF	Jan 9, 2009
0001 _2_.pdf	PDF	Jan 6, 2009
RevisedFront-endf0001.pdf	PDF	Jan 6, 2009
SPECIFICATIONS.pdf	PDF	Dec 18, 2008

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G-001Indx.dgn 12/18/2008 12:55:33 PM

J. STROM THURMOND OXYGENATION SYSTEM

MCCORMICK COUNTY, SOUTH CAROLINA

C .E

H O

S K

J .J L

O N

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

SECTION SYMBOLS

MATERIAL INDICATIONS

A4 A8

ELEVATION SYMBOL

ELEVATION

TITLEDGN FILESHEET NO.PLATE NO. PLATE NO. SHEET NO. DGN FILE TITLE

SHEET

1 2 3 4 5

D US Army Corps of Engineers

PLATE NUMBER ON WHICH

SECTION OR DETAIL IS DRAWN

SECTION OR DETAIL

IDENTIFICATION NUMBER

PLATE NUMBER ON WHICH

SECTION OR DETAIL

CONDITION IS TAKEN

VIEW

SECTION

VIEW

SECTION

SYMBOL WHERE SECTION IS TAKEN

SECTION/DETAIL

TITLE WHERE SECTION IS DRAWN

IDENTIFICATION LETTER WHERE

ELEVATION IS TAKEN

TITLE WHERE

ELEVATION IS SHOWN

EARTH (ORIGINAL GRADE)

EARTH (COMPACTED FILL)

GRAVEL

CONCRETE

MORTAR - CEMENT - PLASTER - STUCCO

CONCRETE MASONRY UNITS (C.M.U.,

SMALL\ SCALE - PLAN)

CONCRETE MASONRY UNITS (C.M.U., LARGE

SCALE - SECTION)

CONCRETE MASONRY UNITS OR HOLLOW

TILE (SMALL SCALE - SECTION)

METAL (ELEVATION)

STEEL (CROSS SECTION)

INSULATION (RIGID)

INSULATION (LOOSE OR BATT)

BRICK

WOOD (BLOCKING)

WOOD (FINISH)

A.C.

A.D.

A.H.U.

ALT.

ALUM.

AMP., A.

A.O.

APPROX.

ARCH.

A.T.

A.T.C.

BAL.

BD.

BLDG.

BLK.

BM.

BOT.

BRG.

B.T.U.H.

CAB.

CAP.

C/B

C.D.

CEM.

CER.

C.F.M.

AIR CONDITIONED

AREA DRAIN

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

AMPERES

ACCESS OPENING

APPROXIMATELY

ARCHITECTURAL

ASPHALT TILE

ACOUSTIC TILE CEILING

BALANCE

BOARD

BUILDING

BLANK

BEAM

BOTTOM

BEARING

BRITISH THERMO UNIT/HOUR

CABINET

CAPACITY

CIRCUIT BREAKER

CEILING DIFFUSER

CEMENT

CERAMIC

CUBIC FEET/MINUTE

CKT.

CEIL.

CL.

C.M.U.

C.O.

COL.

CONC.

COND.

CONN.

CONST.

CONT.

CONTR. JT.

C.S.C.

C.T.

C.T.B.

C. TO C.

DET.

DIA.

DIFF.

DIM.

DISC.

D.J.

DN.

DR.

D.S.

DWG.(S)

EA.

CIRCUIT

CENTER LINE

CEILING

CLOSET

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONDENSATE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTION JOINT

COLOR SYMBOL CODE

CERAMIC TILE

CERAMIC TILE BASE

CENTER TO CENTER

DETAIL

DIAMETER

DIFFUSER

DIMENSION

DISCONNECT

DUMMY JOINT

DOWN

DRAIN

DOWN SPOUT

DRAWING(S)

EACH

ELEC.

EQUIP.

E.W.C.

EXH.

EXP. JT.

EXT.

EXIST.

F.A.

F.C.

F.D.

F.E.C.

FIN.

FL.

FT.

FTG.

GA.

GAL.

GALV.

G.F.E.

GL.

GND.

GOV’T

G.P.H.

G.P.M.

GR.

G.W.B.

ELECTRIC

EQUIPMENT

ELECTRIC WATER COOLER

EXHAUST

EXPANSION JOINT

EXTERIOR

EXISTING

FIRE ALARM

FLEXIBLE CONNECTION

FLOOR DRAIN

FIRE EXTINGUISHER CABINET

FINISH

FLOOR

FOOT, FEET

FOOTING

GAGE

GALLON

GALVANIZED

GOVERNMENT FURNISHED

EQUIPMENT

GLASS

GROUND

GOVERNMENT

GALLONS/HOUR

GALLONS/MINUTE

GRILLE

GYPSUM WALL BOARD

HIGH

H.B.

H.C.

HT.

H.M.

H.P.

HR.

HTG.

HTR.

H.&V.

HW.

HYD.

I.D.

I.E.

IN.

INCAND.

INSUL.

INT.

J.B.

JCT.

JT.

KVA

LB.,#

LG.

L.P.

LTG.

HOSE BIBB

HOLLOW CORE

HEIGHT

HOLLOW METAL

HORSE POWER

HOUR

HEATING

HEATER

HEATING AND VENTILATING

HARDWARE

HYDRANT

INSIDE DIAMETER

INVERT ELEVATION

INCHES

INCANDESCENT

INSULATION

INTERIOR

JUNCTION BOX

JUNCTION

JOINT

KILOVOLT AMPERE

POUND

LONG

LIGHTING PANEL

LIGHTING

MAINT.

MAX.

M.D.P.

MECH.

MTL.

MIN.

MISC.

M.O.

M.T.

MTD.

MTG.

M.V.

M.G.T.

N.A.

N.I.C.

NO.

O.A.

OL.

OPNG.

OPP.

O.S.D.

PART. MOTOR

MAINTENANCE

MAXIMUM

MAIN DISTRIBUTION PANEL

MECHANICAL

METAL

MINIMUM

MISCELLANEOUS

MASONRY OPENING

METAL THRESHOLD

MOUNTED

MOUNTING

MECHANICAL VENTILATION

MATT GLAZE TILE

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

OUTDOOR AIR

OVERLOAD

OPENING

OPPOSITE

OPEN SIGHT DRAIN

PAPER

PARTITION

PER.

L, PL.

PLBG.

PLYW’D

PNL.

PRESS.

PSF

PSI

PSIG

PT.

PTD.

QTR.

QUAN.

R.A.

RAD.

RD.

REG.

REINF.

REQ.

RET.

R.G.

RM.

R.P.M.

PERIMETER

PLATE

PLUMBING

PLYWOOD

PANEL

PRESSURE

POUNDS/SQUARE FOOT

POUNDS/SQUARE INCH

POUNDS/SQUARE INCH GAGE

POINT

PAINTED

QUARTER

QUANTITY

RISER

RETURN AIR

RADIUS

ROUND

REINFORCING

REQUIRED

RETURN

RETURN GRILLE

ROOM

REVOLUTION/MINUTE

TEL.

TEMP.

THK.

THD.

TOIL.

TYP.

TOILET

V.A.T.

VENT.

VERT.

WD.

W.D.

W.G.

WP.

WTR.

W.W.F.

S.A.

SCH.

SECT.

SERV.

SHT.

S.J.

SPEC.

SQ. FT.

ST.

STOR.

STRUC.

SUSP.

SW.

SUPPLY AIR

SCHEDULE

SECTION

SERVICE

SHEET

SLIP JOINT

SPECIFICATIONS

SQUARE FEET

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

S. SUPPLY

PLATE

REFERENCE

NUMBER

WOOD

WIDE FLANGE

WINDOW DIMENSION

WATT

WITH

WAINSCOATING

WATER GAGE

WEATHERPROOF

WATER

WELDED WIRE FABRIC

VOLT

VINYL ASBESTOS TILE

VENTILATION

VERTICAL

VENT THRU ROOF

TELEPHONE

TEMPERATURE

THICKNESS

THRESHOLD

TOILET

P M

VTR

TYPICAL

SOLICITATION NO:

S Y

M B

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D E S

C R

M E

C H

D E S

D A T E

S O

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C O

N T R

C A T E

G O

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P L O

C A L E

B Y

D A T E

R E

C H

F D

E S

C T

A P P

R O

C H

F E

N G

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A N

C H

P R

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A R

N O

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SOLICITATION NO:

a n d a ll C

M il le r, P .E

Savannah District

US ARMY CORPS

OF ENGINEERS

SAVANNAH

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W912HN-08-R-0072

G-001 1 - INDEX OF DRAWINGS

C-001 2 - GENERAL NOTES & LOCATION PLAN

C-002 3 - EXISTING TOPOGRAPHY AND REMOVAL PLAN

C-003 4 - CONCRETE LAYOUT PLAN

C-004 5 - LAYOUT SECTIONS AND DETAILS

C-005 6 - CONCRETE JOINT PLAN

C-006 7 - GRADING & DRAINAGE PLAN

C-007 8 - PIPE TRENCH FOR LIQUID LINE PLAN & SECTIONS

C-008 9 - LOX TANK SLAB PLAN & SECTIONS

C-009 10 - VAPORIZER SLAB PLAN & SECTIONS

C-010 11 - FENCE & SIGNAGE PLAN

C-011 12 - ROAD PROFILES

C-012 13 - SIGNAGE DETAILS

C-013 14 - CONTROL ENCLOSURE PLAN & ELEVATIONS

C-014 15 - EROSION CONTROL & CLEARING PLAN

C-015 16 - EROSION CONTROL DETAILS

C-016 17 - DIFFUSER LINE TRENCH PLAN & SECTIONS

M-001 - MECHANICAL-GENERAL NOTES AND LEGEND

M-002

- MECHANICAL-PROCESS & INSTRUMENTATION DIAGRAM-SH 1

M-003

- MECHANICAL-PROCESS & INSTRUMENTATION DIAGRAM-SH 2

M-004

- MECHANICAL-PROCESS & INSTRUMENTATION DIAGRAM-SH 3

M-005

- MECHANICAL-EQUIPMENT PLAN

M-006

- MECHANICAL-PIPING PLAN

M-007

- MECHANICAL-PIPING DETAILS-SH 1

M-008

- MECHANICAL-PIPING DETAILS-SH 2

M-009

- MECHANICAL-PIPING DETAILS-SH 3

M-010

- MECHANICAL-PIPING DETAILS-SH 4

M-011

- MECHANICAL-PIPING SUPPORT DETAILS-SH 1

M-012

- MECHANICAL-PIPING SUPPORT DETAILS-SH 2

M-013

- MECHANICAL-INSULATION DETAILS

M-014

- MECHANICAL-DIFFUSER DETAILS

M-015

- MECHANICAL-MATERIAL LIST-SH 1

E-001 - ELECTRICAL - GENERAL NOTES AND LEGEND

E-002

- ELECTRICAL - SITE LIGHTING, CONDUIT & GROUNDING PLAN AND DETAILS

M-016

- MECHANICAL-MATERIAL LIST-SH 2

E-003

- ELECTRICAL - O2 PAD CONDUIT & GROUNDING PLAN & DETAILS - SH 1

E-004

- ELECTRICAL - O2 PAD CONDUIT & GROUNDING PLAN & DETAILS - SH 2

E-005

- ELECTRICAL - O2 PAD CONDUIT & GROUNDING PLAN & DETAILS - SH 3

E-006

- ELECTRICAL - ELEC. ENCLOSURE CONDUIT & GROUNDING PLAN & DETAILS - SH 1

E-007

- ELECTRICAL - ELEC. ENCLOSURE CONDUIT & GROUNDING PLAN & DETAILS - SH 2

E-008

E-009

- ELECTRICAL - CONDUIT AND CABLE SCHEDULES - SH 1

E-010

- ELECTRICAL - CONDUIT AND CABLE SCHEDULES - SH 2

ELECTRICAL - ELEC. ENCLOSURE CONDUIT & GROUNDING PLAN & DETAILS - SH 3

C-017 18 - SOIL TEST BORING LOGS

M-017 - MECHANICAL-UNID LIST-SH 135

M-018 - MECHANICAL-UNID LIST-SH 236

M-019 - MECHANICAL-UNID LIST-SH 337

H N R

G-001

C-001.dwg 12/18/2008 10:59:19 AM

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SAVANNAH

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C -0

W G

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C .E

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J .J L

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G /1

K .R L E

N N

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PLATE

REFERENCE

NUMBER

SHEET

C-001

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4 5

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OF ENGINEERS

SAVANNAH

D A

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C A

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G O

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PLATE

REFERENCE

NUMBER

2 OF 47SHEET

GENERAL NOTES

1. NO DIGGING OR EXCAVATION ACTIVITIES SHALL OCCUR PRIOR TO NOTIFICATION

OF SOUTH CAROLINA ONE-CALL, NO DIG NUMBER, 1-888-721-7877.

2. EXCAVATED MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE.

3. PROTECT ALL EXISTING FEATURES FROM POTENTIAL DAMAGE DUE TO

EARTHWORK OPERATIONS.

4. PROTECT SUBGRADES AND FOUNDATION SOILS AGAINST FREEZING

TEMPERATURES OR FROST. PROVIDE PROTECTIVE INSULATING MATERIALS AS

NECESSARY.

5. TREES AND YARD AREAS THAT ARE TO REMAIN UNDISTURBED SHALL BE

PROTECTED.

6. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM

ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM

FLOODING PROJECT SITE AND SURROUNDING AREA.

7. PROTECT SUBGRADES AND FOUNDATION SOILS FROM SOFTENING AND DAMAGE

BY RAIN OR WATER ACCUMULATION.

8. EXPLOSIVES: DO NOT USE EXPLOSIVES.

9. CRUSHED STONE FILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF

SECTION 305, GRADED AGGREGATE BASE, OF THE SOUTH CAROLINA

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR HIGHWAY

CONSTRUCTION.

10. AREAS TO RECEIVE CRUSHED STONE FILL MATERIAL SHALL BE PROOF ROLLED

AND STABILIZED.

11. CRUSHED STONE FILL MATERIAL SHALL BE PLACED IN 8 INCH LIFTS OR LESS

AND COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR (ASTM D698)

MAXIMUM DRY DENSITY.

12. A SAMPLE OF THE CRUSHED STONE FILL MATERIAL SHALL BE SUBMITTED FOR

LABORATORY SAMPLING PRIOR TO CONSTRUCTION.

13. DENSITY TESTING OF EACH LIFT OF THE COMPACTED STONE SHALL BE

PERFORMED CONCURRENTLY WITH PLACEMENT.

14. SOILS REQUIRING STABILIZATION PRIOR TO PLACEMENT OF COMPACTED

CRUSHED STONE FILL MATERIAL WILL REQUIRE THE USE OF 6 TO 8 INCH

QUARRIED SURGE STONE IN CONJUNCTION WITH A GEOGRID MATERIAL SUCH AS

TENSAR BRAND BX1100.

15. AREAS ADJACENT TO THE PAD SHALL BE GRADED TO PROMOTE POSITIVE

SURFACE WATER DRAINAGE AWAY FROM THE PAD.

16. FOR AREAS OF PAVEMENT TO BE REMOVED AND LEGALLY DISPOSED OF

OFF-SITE, SEE REMOVAL PLAN.

17. AFTER EXCAVATION ACTIVITIES ARE COMPLETED, THE SUBGRADE SHALL BE

PROOF ROLLED WITH A FULLY-LOADED TANDEM-AXLE DUMP TRUCK. SOFT

AREAS SHALL BE UNDERCUT AND BACKFIELD WITH CRUSHED STONE.

18. THE DIFFUSER LINE TRENCH SHOWN ON DRAWING C-016 IS PROVIDED BY

GOVERNMENT, NOT IN CONTRACT.

DRAINAGE NOTES

1. CATCH BASIN SHALL BE 36"x48" PRECAST CONCRETE CATCH BASIN BY

SHERMAN DIXIE OR CONTRACTING OFFICER APPROVED EQUIVALENT WITH THE

TOP SLAB CAST TO ACCEPT AN R-4215-A CONVEX GRATE BY NEENAH

FOUNDRY COMPANY OR CONTRACTING OFFICER APPROVED EQUIVALENT.

2. JOINTS IN CONCRETE PIPE SHALL BE WRAPPED IN FILTER FABRIC. FILTER

FABRIC SHALL EXTEND AT LEAST 15" PAST THE JOINT WITH A MINIMUM

OVERLAP OF 18".

3. ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA

IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS OPERATIONS SHALL BE

CONTINUALLY AND EFFECTIVELY DRAINED DURING ALL PHASES OF

CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE DEWATERING AS REQUIRED

SO THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED IN THE DRY. ALL

FOOTING EXCAVATIONS SHALL REMAIN DRY AND FIRM UNTIL THE FOOTINGS

ARE IN PLACE AND BACKFILLED.

CONCRETE NOTES

1. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI

302.1.

2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT

28 DAYS.

3. CONCRETE REINFORCING BAR SHALL BE ASTM A-615 GRADE 60.

4. DIMENSIONS SHOWN FOR THE REINFORCING ARE TO THE CENTERLINE OR ENDS

OF BARS, UNLESS OTHERWISE NOTED (UON).

5. EXPANSION JOINT MATERIAL SHALL BE NON-ASPHALT IMPREGNATED

PREFORMED MATERIAL CONFORMING TO ASTM D1751 OR ASTM D1752 WITH

TEAR-OFF. ALL EXPANSION JOINTS SHALL BE SEALED WITH POLY-JET (R)

LOX LOW MODULUS JOINT SEALANT BY W.R. MEADOWS, INC. OR CONTRACTING

OFFICER APPROVED EQUIVALENT PER MANUFACTURER INSTRUCTIONS.

6. ALL EXTERNAL CORNERS OF EXPOSED CONCRETE SHALL BE CHAMFERED 1

INCH, UON.

7. TOP OF CONCRETE SLAB WILL HAVE A LIGHT BROOM FINISH. ALL OTHER

EXPOSED CONCRETE SURFACES SHALL BE RUBBED SMOOTH TO REMOVE FORM

MARKS.

8. ANCHOR RODS SHALL BE GALVANIZED ASTM F1554, GRADE 36, CLASS 2 ROD

WITH GALVANIZED ASTM A194, GRADE 8 NUTS AND PLATE WASHERS.

9. CONTRACTION JOINTS TO BE CUT WITHIN 4 TO 12 HOURS AFTER THE

CONCRETE HAS BEEN PLACED AND FINISHED.

10. SEE PLATE E-003 FOR CONDUIT AND GROUNDING EMBEDMENTS.

11. PERFORM SPECIAL INSPECTION IN ACCORDANCE WITH THE REQUIREMENTS OF

IBC 2006 SECTION 1704.

SIGNAGE NOTES:

1. METAL POSTS SHALL MEET THE REQUIREMENTS OF A SOUTH CAROLINA

DEPARTMENT OF TRANSPORTATION 3P U-SECTION POST AS SHOWN ON SCDOT

STANDARD DRAWING NO. 608-6.

2. METAL POSTS, BOLTS NUTS AND WASHERS SHALL BE GALVANIZED.

3. SIGNS SHALL BE MOUNTED TO METAL POSTS IN ACCORDANCE WITH

MANUFACTURER’S INSTRUCTIONS.

4. SIGNS SHALL BE FABRICATED USING A REFLECTIVE COATING FOR THE SYMBOL,

MESSAGE, AND BORDERS APPLIED TO A SHEET OF ALUMINUM BACKING OF

0.080 INCH THICKNESS.

5. SIGNS SHALL BE FABRICATED IN ACCORDANCE WITH THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES.

6. CONCRETE FOR FOOTINGS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

3,500 PSI.

EROSION CONTROL NOTES

1. SEDIMENT AND EROSION CONTROL, SILT FENCING AND HAY BALES, SHALL BE IN

PLACE PRIOR TO EARTHWORK ACTIVITIES.

2. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED, MAINTAINED AND

MONITORED IN ACCORDANCE WITH THE SOUTH CAROLINA DEPARTMENT OF

HEALTH AND ENVIRONMENTAL CONTROL STORM WATER MANAGEMENT BMP

HANDBOOK.

3. STEEL POSTS SHALL BE 48" LONG AND MEET THE FOLLOWING REQUIREMENTS:

COMPOSED OF HIGH STRENGTH STEEL WITH MINIMUM YIELD STRENGTH OF

50,000 PSI; HAVE A STANDARD "T" SECTION WITH A NOMINAL FACE WIDTH OF

HAVE A SOIL STABILIZATION PLATE WITH A MINIMUM CROSS SECTIONAL AREA

OF 17-SQUARE INCHES; PAINTED IN A WATER BASED BAKED ENAMEL.

4. GEOTEXTILE FILTER FABRIC SHALL APPEAR ON SOUTH CAROLINA DEPARTMENT

OF TRANSPORTATION APPROVAL SHEET #34 MEETING THE REQUIREMENTS OF

THE CURRENT EDITION OF THE SCDOT STANDARD SPECIFICATION FOR HIGHWAY

CONSTRUCTION.

5. GEOTEXTILE FILTER FABRIC SHALL BE CUT TO LENGTH OF THE BARRIER TO

AVOID JOINTS. WHEN JOINTS ARE NECESSARY, WRAP THE FABRIC TOGETHER

AT A SUPPORT POST WITH BOTH ENDS FASTENED TO THE POST, WITH A

MINIMUM 6" OVERLAP. A MINIMUM OF 4 TIES SHALL BE USED TO ATTACH THE

FABRIC AT EACH POST.

6. TEMPORARY SEED AND STRAW SHALL BE APPLIED TO ANY EXPOSED AREAS

THAT ARE INACTIVE FOR 2 WEEKS OR MORE FOR SOIL STABILIZATION.

7. UPON COMPLETION OF FINAL GRADING, FINAL STRAW AND SEED SHALL BE

APPLIED FOR SOIL STABILIZATION.

STRUCTURAL STEEL NOTES:

NONE

MISCELLANEOUS STEEL NOTES:

NONE

GILCHRIST FERRY ROAD

REESE BRANCH

J. STROM THURMOND RESERVOIR

F E

D E

U N

D A

R Y

SC 28

US 221

MODOC

OXYGENATION

FACILITY

LOCATION PLAN

G E

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D O

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M C

C O

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A R

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FENCE NOTES

1. SWING FENCE GATES SHALL SWING AS SHOWN ON THE FENCE LAYOUT PLAN.

LOCKING ARRANGEMENT SHALL BE READILY ACCESSIBLE FROM EITHER SIDE OF

FENCE.

2. BRACED TERMINAL POSTS SHALL BE PROVIDED AT ABRUPT CHANGES IN FENCE

ELEVATION AND ANGLE TURNS EXCEEDING 10 DEGREES.

3. FENCE SHALL BE AN 8’ TALL CHAIN-LINK FENCE WITH GATES 8’ TALL BY

WIDTH AS SHOWN IN PLAN. THE FABRIC SHALL BE 7’ AND HAVE 3 STRANDS

OF BARBED WIRE, 1’-0" TALL AT ITS TOP.

4. VERTICAL FRAME MEMBERS SHALL EXTEND APPROXIMATELY 12" ABOVE GATE

TO ATTACH THREE STRANDS OF BARBED WIRE.

5. CORNER POSTS SHALL BE PLACED AT EACH CHANGE IN FENCE DIRECTION.

6. FENCE POSTS SUPPORTING SWING GATES SHALL, AT A MINIMUM, BE EMBEDDED

IN CONCRETE 3 FEET DEEP AND 18" IN DIAMETER. ALL OTHER FENCE POSTS

SHALL BE EMBEDDED IN CONCRETE 2 FEET DEEP.

H N -0

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SAVANNAH

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Y D

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C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

E X

P O

G R

A P

H Y

M O

A N

C -0

W G

SCALE IN FEET

30 0 30 60 90

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

3 OF 47SHEET

C-002

SAWCUT ASPHALT PAVEMENT

STA 80+80.969

N 693,345.047

E 1,626,110.234

SAWCUT ASPHALT PAVEMENT

STA 75+99.257

N 693,652.363

E 1,626,492.830

SAWCUT ASPHALT PAVEMENT

N 693,559.240

E 1,626,415.766

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. EXISTING ASPHALT PAVEMENT IS ANTICIPATED TO

BE A MAXIMUM OF 3" THICK.

ASPHALT PAVEMENT TO BE REMOVED

REMOVAL PLAN

1:30

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

H N -0

-R -0

X X

ASP

N 693500

342.95

BENCHMARK

#15-110215

EL=338.80

N-693635.348

E-1626448.878

BENCHMARK

#16-110216

8"SPIKE=351.16

N-693437.846

E-1626185.592

N 693250

C-003.dwg 12/18/2008 11:08:02 AM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C O

N C

R E

Y O

C -0

W G

SCALE IN FEET

30 0 30 60 90

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

4 OF 47SHEET

C-003

PC #1-0

STA 75+99.257

N 693,642.363

E 1,626,492.830

PI#1-O

STA 77+14.168

N 693,584.182

E 1,626,393.151

PT#1-O

STA 80+16.870

N 693,393.625

E 1,626,153.833

CURVE DATA

STREET #1, CURVE O

R = 4000’

L = 417.62’

T = 114.91’

PC A-A

STA 00+88.982

N 693,356.823

E 1,626,168.229

PT A-A

STA 02+52.995

N 693,298.375

E 1,626,256.625

N 693,328.635

E 1,626,213.115

STREET #1

STA 79+50.000

DRIVEWAY A

STA 0+0.000

N 693,435.854

E 1,626,209.115

146.70’

H .P

54’-10"

FUTURE PSA

SYSTEM LOCATION

36’- 5"

41’- 10"

CURVE DATA

DRIVEWAY A, CURVE A

R = 53’

L = 164.01’

T = 917.14’

L .P

DRIVEWAY A

STA 4+93.677

DRIVEWAY B

STA 2+75.000

N 693,508.875

E 1,626,373.156

STREET #1

STA 76+87.923

DRIVEWAY A

STA 5+89.340

N 693,591.839

E 1,626,419.083

PC B-A

STA 1+11.781

N 693,349.304

E 1,626,343.495

PI B-A

STA 1+36.781

N 693,366.802

E 1,626,355.604

PT B-A

STA 1+61.111

N 693,391.599

E 1,626,358.760

CURVE DATA

DRIVEWAY B, CURVE A

R = 150’

L = 49.33’

T = 25.00’

15’- 0"

LIQUID LINE CROSS-OVER

PIPE TRENCH SEE DWG C-007

VAPORIZER SLAB

SEE DWG C-009

STA 80+80.969

N 693,345.047

E 1,626,110.234

69.5°

TYPE B

BOLLARD

TYPE A

BOLLARD

H .P

EL. 349.84EL. 349.81

EL. 350.64

EL 350.92

EL.350.39

H .P

H.P. 351.08

C O

N C

CONC

LP2

LP3

LP4

LP5

LP6

LP7

LIGHT POLE FOUNDATION TABLE

LIGHT POLE NORTH EAST

LP1 693,361.031 1,626,383.047

LP2 693,240.755 1,626,316.453

LP3 693,317.697 1,626,253.033

LP4 693,293.128 1,626,193.637

LP5 693,355.138 1,626,185.401

LP6 693,483.925 1,626,345.057

LP7 693,400.811 1,626,299.045

*SEE DWG C-004 FOR TYPICAL LIGHT POLE FDN DETAIL

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. FOR EMBEDDED CONDUIT IN DRIVEWAY, SEE PLATE E-003.

3. CONCRETE ELEVATIONS ON EITHER SIDE OF JOINTS

BETWEEN LOX TANK SLAB AND VAPORIZER SLAB AND

DRIVEWAYS SHALL BE EQUAL.

4. SEE DRAWING C-011 FOR ROAD PROFILES.

UTILITY POLE

N 693,520.574

E 1,626,400.938

E4 E4

E X

A S P

H A L T

R45’-6"

CONC

L O

A N

L A

EXISTING

ASPHALT

MATCH EXISTING

ROAD OUTLINE

P L

A N

16’- 0"

TYPE A BOLLARD (SEE DWG C-004)

1’- 0"

1’- 0"1’-

1’- 0"

DRIVEWAY B

STA 0+0.000

N 693,251.507

E 1,626,289.352

SLOPE

CONTROL ENCLOSURE

SEE DWG C-013

(GILCHRIST FERRY RD.)

FOR

CONTI

NUATI

SEE

RFP

N O.

2HN-

0X- X-

XX,

CONTRACT

NO.

2HN-

0X-

CRUSHED

STONE

SLOPE

D R

E W

S L

O P

S L

O P

S L O P

LAYOUT PLAN

N 693,553.614

E 1,626,405.134

N 693,567.340

E 1,626,426.401

N 693,586.867

E 1,626,432.263

N 693,402.691

E 1,626,149.194

EL 351.08

L .P

N O T

C O

N T R

A C T

C O

N C

ASP

HALT

C O

N C

" 1

NOT IN

CONTRACT

COMPACTED

CRUSHED STONE

51’- 4"

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

LIGHT POLE 1 (LP1)

SEE TABLE

H N -0

-R -0

BENCHMARK

#15-110215

EL=338.80

N-693635.348

E-1626448.878

BENCHMARK

#16-110216

8"SPIKE=351.16

N-693437.846

E-1626185.592

00+

01+00

02+

03+00

03+50

04+00

04+50

05+00

05+50

00+

00+50

01+

01+50

02+00

02+50

00+

C-004.dwg 12/18/2008 11:10:25 AM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

L A

Y O

C T

C -0

W G

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

5 OF 47SHEET

C-004

T A

9" 9"

FILL POST WITH CONCRETE

DOME TOP TO DRAIN

2" WIDE, WHITE REFLECTIVE TAPE

PAINTED SAFETY YELLOW

GRADE

SET POST IN CONCRETE

TYPE A BOLLARD DETAIL

4"=1’-0"

1 REQ’D

9" 9"

FILL POST WITH CONCRETE

DOME TOP TO DRAIN

2" WIDE, WHITE REFLECTIVE TAPE

PAINTED SAFETY YELLOW

SET POST IN CONCRETE

TYPE B BOLLARD DETAIL

4"=1’-0"

4 REQ’D

DRIVEWAY CRUSHED

STONE

DRIVEWAY CONCRETE

ROUGHEN SURFACE TO

4" AMPLITUDE

PRIOR TO DRIVEWAY POUR

SLOPE

2.0%

24’-0"

UNLESS OTHERWISE NOTED (U.O.N)

9" PLAIN CONCRETE

CRUSHED STONE

MINIMUM 6" DEPTH

B4-B4 2"=1’-0"

(TYP. SECTION THROUGH GILCHRIST ROAD STA 75+99.257 THRU 80+80.969)

D4-D4 2"=1’-0"

DRIVEWAY A

9" PLAIN CONCRETE

DRIVEWAY B

9" PLAIN CONCRETE

COMPACTED CRUSHED STONE

MINIMUM 6" DEPTH (TYP.)

ANCHOR RODS #3 TIES

A4 A4

LIGHT POLE FDN DETAIL

2"=1’-0"

7 REQ’D

A4-A4 2"=1’-0"

1" PVC, MIN 3"

ABOVE CONCRETE INSTALL ANCHOR ROD PROVIDED

BY LIGHT POLE MANUFACTURER

1 2

O J

GRADE

2 SPCS

@4"=8"

6-#6 EQ SPCD

@ PERIMETER

10-#3 TIES

3" CLR

24" DIA.

AUGERED HOLE

#2 BARE

COPPER CABLE

1" PVC SCH. 80

CONDUIT

24" DIA. BASE

TYP.

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

1’-0"

EXTEND 1’-0"

PAST FENCE

CRUSHED

STONE

C4-C4 2"=1’-0"

SLOPE

SEE TABLE

9" PLAIN CONCRETE

15’-0" 5’-0"

5’-0"

COMPACTED CRUSHED STONE

MINIMUM 6" DEPTH (TYP.)

E4-E4

1"=1’-0"

EXTEND 1’-0"

PAST FENCE

EDGE OF

CONCRETE

UNCOMPACTED

CRUSHED STONE

1’-0"

2’-0"

7’-6" 7’-6"7’-6" 7’-6"

DRIVEWAY A SIDE SLOPE

FROM STA. TO STA. SLOPE

0+00 1+00 2.00%

1+00 2+50 VARIES

2+50 3+37.46 1.04%

3+37.46 5+89.34 0.00%

WEED BLOCK

FABRIC

WEED BLOCK FABRIC

WEED BLOCK

FABRIC WEED BLOCK

FABRIC

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

H N -0

-R -0

C-005.dwg 12/18/2008 11:14:06 AM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C O

N C

R E

T E

C -0

W G

SCALE IN FEET

30 0 30 60 90

J J L

C .E

H O

S K

J J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

6 OF 47SHEET

C-005

EL. 349.84

EL. 349.81

T Y P

TYP.

1 2 "9

SAWN CONTRACTION JOINT

4"x2

FILLED W/POURED JT FILLER

CONFORMING TO AASHTO M173

1’-0" 1’-0"

#4 BAR @ 24"O.C.

TYPICAL CONTRACTION JOINT

1"=1’-0"

1 2 "9

1’-0" 1’-0"

#4 BAR @ 24"O.C.

TYPICAL CONSTRUCTION JOINT

1"=1’-0"

(AS-NEEDED, LOCATION BY CONTRACTOR)

4"R TOOLED

CONTRACTION JOINT LOCATION

NOTE:

CONSTRUCTION JOINTS MAY BE SUBSTITUTED

FOR CONTRACTION JOINTS AT ANY LOCATION

AS REQUIRED BY CONTRACTOR

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. SEE DRAWINGS C-008 AND C-009 FOR

CONCRETE JOINT LAYOUT FOR LOX TANK SLAB

AND VAPORIZER SLAB.

P L

A N

CONCRETE JOINT PLAN

EXPANSION JOINT LOCATION

2" EXPANSION

JOINT MATERIAL

2" EXPANSION

JOINT MATERIAL

1 2

1" DIA. DOWEL

18" LG, 12"O.C.

TYPICAL EXPANSION JOINT

1"=1’-0"

4"R TOOLED

2" EXPANSION

JOINT MATERIAL

THIS PORTION OF DOWEL BAR

TO BE PAINTED & OILED TO

PREVENT BOND TO CONCRETE

EXPANSION CAP

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

MIN

H N -0

-R -0

ASP

00+

01+00

02+

03+00

03+50

04+00

04+50

05+00

05+50

00+

00+50

01+

01+50

02+00

02+50

00+

C-006.dwg 12/18/2008 11:15:31 AM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

G R

A D

A G

P L

A N

SCALE IN FEET

30 0 30 60 90

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-006

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

SCALE IN FEET

30 0 30 60 90

J J L

PLATE

REFERENCE

NUMBER

7 OF 47SHEET

SEE DET A6

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

REVISED MAJOR CONTOUR

REVISED MINOR CONTOUR

INV. 6" SCH. 80

PVC=348.33

INV. 8" PERF.

PVC=347.66

LENGTH=32’-0"

INV. 8" PERF.

PVC=348.67

LENGTH=101’-0"

CONCRETE SLAB

T/C EL 350.01

1’-6"

PIPE W/SOCK

(SLOPE

8"/FT TO SOUTH)

DRAINAGE STONE

(GRADED 1"-3")

A6-A6

N.T.S

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

PIPE BEDDING DETAIL

N.T.S

COMPACTED EARTH FILL

TO MATCH EXISTING FINISH

GRADE ELEVATIONS

BEDDING SAND

8" SCH. 40 PVC SLOPE

4"/FT TO DAYLIGHT

A6 A6

GRADING & DRAINAGE PLAN

INV. 24" RCP=337.86

INV. 24" RCP=337.19 (SEE PIPE BEDDING DETAIL)

INV. 24" RCP=337.19

(SEE PIPE BEDDING DETAIL)

INV. 24" RCP=336.19

PRECAST CATCH BASIN T.O.C 341.00

SEE DRAINAGE NOTE 1, DWG C-001

DET A6

N.T.S.

LENGTH=28’-0"

LENGTH=40’-0"

6" D50 RIP-RAP

CATCH BASIN

N 693,541.949

E 1,626,377.135

STREET #1

STA 77+51.92

ASP

HALT

COMPACTED

CRUSHED STONE

1"/FT

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

CONCRETE ROADWAY

COMPACTED

CRUSHED STONE

APPROXIMATE LOCATION OF SOIL

TEST BORING.

SEE DRAWING C-017 FOR BORING

LOGS

H N -0

-R -0

INV 10"CI=335.45

INV 10"CI=335.43

ASP

N 693500

342.95

BENCHMARK

#15-110215

EL=338.80

N-693635.348

E-1626448.878

BENCHMARK

#16-110216

8"SPIKE=351.16

N-693437.846

E-1626185.592 E

N 693250

SB-2

SB-1

SB-3

SB-4

SB-5

SB-6

C-007.dwg 12/18/2008 11:20:43 AM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-007

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

PLATE

REFERENCE

NUMBER

8 OF 47SHEET

LIQUID LINE CROSS-OVER PIPE TRENCH PLAN

4"=1’-0"

A7-A7 2"=1’-0"

14’-10" 14’-10"

B7-B7 2"=1’-0"

CAST IRON TRENCH

COVERS W/FRAMES, SEE

NOTE 2

SLOPE

8"/FT

PVC DRAIN, SEE

DWG C-006

5 8

2" EXPANSION

JOINT MAT. TYP.

10" 3’-0" 10"

COMPACTED

CRUSHED STONE

5"5" 5-#4 BARS

EQUALLY SPACED2

3-#4 BARS

EQUALLY SPACED

#4 U-BAR

@12"O.C.

2" EXPANSION

JOINT MAT. TYP.

3-#4 BARS

EQUALLY SPACED

SLOPE

8"/FT

10" 28’-0" 10"

1 2

#4 L-BAR

4"R TOOLED, TYP.

A7 A7

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. CAST IRON TRENCH COVERS SHALL BE

R-4990-MX HEAVY DUTY TRENCH FRAME WITH

TYPE D SOLID COVER BY NEENAH FOUNDRY

COMPANY OR CONTRACTING OFFICER APPROVED

EQUIVALENT. COVERS SHALL BE 2’-0" LONG AND

BE EQUIPPED WITH A TYPE C DROP HANDLE.

EL 350.62

EL 348.61

EL 347.78

EL 350.31

EL 348.32

EL 347.48

EL VARIES

2" EXPANSION JOINT

MATERIAL

C L

14’-0" 14’-0"

TRENCH FRAME & COVERS

E N

P L

C T

N S

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

SEE DWG C-006

FOR PIPE SLOPE

ALUMINUM TRENCH COVERS

CAST IRON TRENCH COVERS

(12 REQ’D)

1’-7 " 1’-7

3’-3"

1 2

1’-2

5" 5" 1’-2

HOLE

ALUMINUM TRENCH COVERS

1"=1’-0"

(2 REQ’D)

C7 C7

C7-C7

1"=1’-0"

2@9

2@9 1

2x3’-3"x2’-0"BAR 1

2x1

2x2’-0"

BAR 1

2x1

2x2’-0"

H N -0

-R -0

C-008.dwg 12/18/2008 11:24:36 AM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

A B

P L

C T

N S

J J L

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-008

S O

A T

N N

E N

A M

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

C A

T E

G O

R Y C

O D

D P

L O

T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

PLATE

REFERENCE

NUMBER

9 OF 47SHEET

28’-6"28’-0" 4’-8

1 2

34’-9

11’-6" * 11’-6"

2’-0" THICK CONCRETE

SLAB W/#8 REINFORCING

@12" O.C., E.W., E.F.

9" THICK CONCRETE

SLAB W/#4 REINFORCING

@18" O.C., E.W., E.F.

#4 BAR

#4 BARS #8 BARS

6" MIN COMPACTED

CRUSHED STONE

2" EXPANSION

JOINT MAT.

#8 BARS

4"R TOOLED

A8 A8

LOX TANK SLAB PLAN

4"=1’-0"

A8-A8 2"=1’-0"

1 2

#4 BAR

#4 BARS

6" MIN COMPACTED

CRUSHED STONE

2" EXPANSION

JOINT MAT.

4"R TOOLED

B8-B8 2"=1’-0"

B8 B8

#8 BARS

6" MIN COMPACTED

CRUSHED STONE

2" EXPANSION

JOINT MAT.

#8 BARS

4"R TOOLED

C8-C8 2"=1’-0"

DRIVEWAY SLAB

#8 BARS

6" MIN COMPACTED

CRUSHED STONE

#8 BARS

4"R TOOLED

D8 D8

D8-D8 2"=1’-0"

SAWN CONTRACTION JOINT

4"x1

FILLED WITH JT FILLER

(SEE CONCRETE NOTE 5)

TYPICAL CONTRACTION JOINT (CJ)

N.T.S

C L

1 2

10" 10"

3" 11-#6U BARS @ 12" O.C. 3"

4’-4"

6-#4 BARS @ 6" O.C, 3 EFCONST. JT.,

EL VARIES

EL. 353.05

EMBEDDED DOWELS

E8-E8 2"=1’-0"

4 PEDESTALS REQ’D

DETAIL A8

F8 F8 F8 F8

F8-F8 2"=1’-0"

DET A8

2"=1’-0"

4" GALV. ANCHOR ROD WITH

2 GALV. HEAVY HEX NUTS

AND PLATE WASHER;

16 ASSEMBLIES REQ’D,

4 PER PEDESTAL

2" CLR

TYP.

1 2

G R

O U

DETAIL A8

O J

.#6U BARS

#6 BARS VERT.

& #4 BARS

HORZ, TYP.

CONST. JT.

EL. VARIES

3 4

TACK WELD GALV.

NUT TO ROD

INSTALL PLATE WASHER

& TOP NUT FINGER

TIGHT AFTER TANK IS

SET

2"x3

2"x

16"

GALV. PL.

WASHER W/1

HOLE

T H

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

* HOLD DIMENSIONS MUST BE VERIFIED UPON

REVIEW OF LOX TANK VENDOR DRAWINGS

S L

O P

E 1 8

O P

O T

#4 CORNER BAR @ 3’-2" LONG

W/3" MIN. CLEAR COVER

CONTRACTION JOINT (CJ)

(SEE TYPICAL DETAIL)

SEE DWG C-007 FOR

INTERFACE WITH PIPE TRENCH

C .E

H O

S K

H.P. 350.92 H.P. 350.92

L.P. 350.54 L.P. 350.54

2" EXPANSION

JOINT MATERIAL

FOR EMBEDDED CONDUIT

SEE DWG E-004

11" 11"

" 2

EL 353.05

*HOLD

96’-0"

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

19’-9" 19’-9" 56’-6"

*HOLD

H N -0

-R -0

C-009.dwg 12/18/2008 12:40:57 PM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

V A

P O

A B

P L

C T

N S

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-009

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

PLATE

REFERENCE

NUMBER

10 OF 47SHEET

VAPORIZER SLAB PLAN

16"=1’-0"

2’-6 "10’-10

1’-2"

10’-10 "106’-0

1 2

4’-8

7 SPACES @ 17’-0"=119’-0" 12’-6"

9" THICK CONCRETE

SLAB W/#4 REINFORCING

@18" O.C., E.W., E.F.

S L

O P

O T

CJ CJ CJ CJ CJ CJ

#4 BAR

#4 BARS

6" MIN COMPACTED

CRUSHED STONE

2" EXPANSION

JOINT MAT.

4"R TOOLED

B9-B9 2"=1’-0"

DRIVEWAY SLAB

TYPICAL CONTRACTION JOINT (CJ)

N.T.S.

CONTRACTION JOINT (CJ)

(SEE TYPICAL DETIAL)

SEE DWG C-007 FOR

INTERFACE WITH PIPE TRENCH

SAWN CONTRACTION JOINT

4"x1

FILLED WITH JT FILLER

(SEE CONCRETE NOTE 5)

#4 CORNER BAR

@ 3’-2" LONG (TYP.)

W/3" MIN CLEAR COVER

#4 L-BAR, TF

A9A9

A9 A9

A9-A9 2"=1’-0"

C9-C9 2"=1’-0"

SLOPE

#4 L-BAR

@ 18" O.C.

R S

9"1’-3"

C L

#4 BARS

9" SLAB

9"#4 BARS

L.P. EL 350.01

C L

#4 BARS

9" SLAB

#4 BARS

3", CLR

1:1

COMPACTED

CRUSHED STONE

COMPACTED

CRUSHED STONE

#4 BARS

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

HP 350.39 HP 350.39DRIVEWAY B

FOR EMBEDDED CONDUIT

SEE DWG E-004

PVC DRAINAGE PIPE

SEE A6-A6 ON DWG

C-006

FINISHED

GRADE

FINISHED

GRADE

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

CORNER BAR

131’-6"

L.P. 350.01 L.P. 350.01

H N -0

-R -0

C-010.dwg 12/18/2008 12:43:41 PM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

F E

N A

SCALE IN FEET

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-010

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

SCALE IN FEET

20 0 20 40 60

PLATE

REFERENCE

NUMBER

11 OF 47SHEET

S P

A C

S P

A C

P A C

0’ 0"

5 SPACES @ 10’-

0"=50’-0"

9’-0"

S P

A C

4’- 0"

P A C

S P

A C

5 SPACES @ 10’-

0"=

50’- 0"

146.70’ (REF)

43’- 3"

90.

0°

1.3

110.5°

.0°

113.3°

SWING GATE

SEE DWG C-012

FOR SIGNAGE REQ.

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. FENCE POST SPACINGS ARE APPROXIMATE AND

MAY BE ADJUSTED AS REQUIRED. MAXIMUM POST

SPACING SHALL NOT EXCEED 10’-0".

MATCH LINE

STOP SIGN

DRIVEWAY A STA 5+25

(SEE DWG C-012)

DO NOT ENTER SIGN

DRIVEWAY A STA 5+10

(SEE DWG C-012)

P L

A N

BENCHMARK

#16-110216

8"SPIKE=351.16

N-693437.846

E-1626185.592

4 SPACES @ 10’-

0"=

40’- 0"

20’- 0"

5’- 3"

2 SPACES @ 5’-4"=10’-8"

7’-0"

SWING GATES

SEE DWG C-012

FOR SIGNAGE REQ.

22’- 0"

STOP SIGN

N 693,571.736

E 1,626,432.166

FENCE & SIGNAGE PLAN

SIGN SYMBOL

SIGN FACE

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

3 SPACES @ 10’-0"=30’-0"

"NO SMOKING"

SIGNS (TYP)

H N -0

-R -0

C-011.dwg 12/18/2008 12:45:46 PM

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

R O

O F

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-011

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

PLATE

REFERENCE

NUMBER

12 OF 47SHEET

STREET #1 PROFILE (GILCHRIST FERRY ROAD)

N.T.S.

DRIVEWAY A PROFILE

N.T.S.

DRIVEWAY B PROFILE

N.T.S.

CURVE 0

CURVE 1

CURVE 2CURVE 3

VERTICAL CURVE DATA (SYMMETRIC PARABOLIC)

STREET/DRIVEWAY #1 #1 #1 #1 A A B

CURVE 0* 1 2 3 1 2 1

CURVE DIRECTION SAG SAG CREST CREST CREST SAG CREST

PVC STATION 75+64.85 77+19.72 78+91.67 79+72.85 3+37.46 4+95.15 1+27.71

PVC ELEV. 340.30 341.14 349.50 351.00 351.00 343.04 350.47

PVI STATION 76+04.85 77+59.72 7916.67 79+97.85 3+62.46 5+20.15 1+52.71

PVI ELEV. 339.88 341.58 351.00 351.00 351.00 341.54 350.47

PVT STATION 76+44.85 77+99.72 79+41.67 80+22.85 3+87.46 5+45.15 1+77.71

PVT ELEV. 340.32 343.98 351.00 349.50 349.50 341.26 348.97

G1 (%) -1.04 1.10 6.00 0.00 0.00 -6.00 0.00

G2 (%) 1.10 6.00 0.00 -6.00 -6.00 -1.10 -6.00

L1 (FT) 40 40 25 25 25 25 25

L2 (FT) 40 40 25 25 25 25 25

L (FT) 80 80 50 50 50 50 50

E (FT) 0.21 0.49 -0.38 -0.38 -0.38 0.31 -0.38

K 37.55 16.33 -8.33 -8.33 -8.33 10.20 -8.33

R (%/STA) 2.66 6.13 -12.00 -12.00 -12.00 9.80 -12.00

LP STATION 76+03.75 - - - - - -

LP ELEV. 340.10 - - - - - -

L 74.87’

L 91.95’

L 31.18’

L .1 2’

CURVE 1

CURVE 2

L 337.46’

L 43.29

CURVE 1

L 127.71’

L .2

9’

P V

P V I

P V

P V I

P V

P V I

P V

P V I

P V

P V I

P V

P V I

P V

P V I

P V

BY OTHERS*

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

* BY OTHERS SEE GILCREST FERRY ROAD EXPANSION DRAWINGS, RFP NO. W912HN-0X-X-00XX, CONTRACT NO. W912HN-0X-00XX.

NOT IN

CONTRACT

N O

N T

R A

C T

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

H N -0

-R -0

E L E

V A

E L E

V A

E L E

V A

C-012.dwg 12/18/2008 12:47:29 PM

H N -0

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

N A

T A

J J L

C .E

H O

S K

J .J L

O N

G /1

PLATE

REFERENCE

NUMBER

SHEET

C-012

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

J J L

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

13 OF 47SHEET

EDGE OF ROAD

30" STOP SIGN (R1-1)

GALV. METAL POST

TYPICAL STOP SIGN

4"=1’-0"

(2 REQ’D)

TYPICAL GATE SIGNAGE DETAIL

4"=1’-0"

(REQ’D 3 PLACES)

A B

O V

R F

A C

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. OSHA DANGER SIGNS SHALL BE 14"X10" ALUMINUM

AND CONFORM TO THE REQUIREMENTS OF 29 CFR

1926.200.

3. SEE DRAWING C-010 FOR SIGN LOCATIONS.

EDGE OF ROAD

30" DO NOT ENTER SIGN (R5-1)

GALV. METAL POST

TYPICAL DO NOT ENTER SIGN

4"=1’-0"

(1 REQ’D)

A B

R F

A C

1’-2"

OSHA DANGER

SIGN READING:

"OXYGEN"

"NO SMOKING"

OSHA DANGER

SIGN READING:

"OXYGEN"

"KEEP OUT"

TYPICAL FENCE SIGNAGE DETAIL

4"=1’-0"

(17 REQ’D)

OSHA DANGER

SIGN READING:

"OXYGEN"

"NO SMOKING"

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

C-013.dwg 12/18/2008 12:48:54 PM

H N -0

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C O

N T

C L

O S

U R

P L

V A

N S

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-013

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

PLATE

REFERENCE

NUMBER

14 OF 47SHEET

PLAN

2"=1’-0"

B13-B13 2"=1’-0"

A13-A13 2"=1’-0"

1’-0"3’-0"3’-0"10’-0"

1’-0" 2’-0"

FUR OUT AND INSULATE WALLS &

CEILING, SHEATH WITH

2" THICK

PLYWOOD

& 12,000 BTU A/C UNIT

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. STEEL CARGO CONTAINER SHALL BE AN INTERNATIONAL

ORGANIZATION OF STANDARDIZATION (ISO) GENERAL CARGO

CONTAINER.

3. ALL WALLS AND CEILING SHALL BE INSULATED TO A

MINIMUM EQUIVALENT R VALUE OF 13.

4. CONTROL ENCLOSURE SHALL BE LEVELED AND SHIMMED

WITH A MINIMUM OF 3 SETS OF SHIMS EVENLY SPACED ON

THE LOW SIDE OF THE ENCLOSURE.

5. DETAILS FOR ATTACHMENT TO SLAB WILL BE PROVIDED

FOLLOWING REVIEW OF VENDOR DRAWINGS.

A/C UNIT

DOUBLE 36"x80" INSULATED

STEEL DOORS WITH LOCKING

HARDWARE

8’Wx20’Lx8’-6"H STEEL

CARGO CONTAINER

A13 A13

B13 B13

1’-0" 1’-0"

1’-6" 1’-6"

& FLOOR OPENING

9’-6" MIN.

C13 C13 t t

TYP.

SHEET METAL SCREWS @ 6" O.C.

AROUND PERIMETER OF PLATE

CONDUIT PENETRATIONS TO BE

CUT AT TIME OF INSTALLATION

C13-C13

3"=1’-0"

TYPICAL FLOOR OPENING COVER PLATE

2 REQ’D

7’-8" MIN.

" 4" MAX.

TYP.

3’-0"

DOUBLE-PANED

WINDOW

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

C-014.dwg 12/18/2008 12:50:09 PM

H N -0

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

E R

O S

N T

R O

A R

A N

SCALE IN FEET

30 0 30 60 90

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-014

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

SCALE IN FEET

30 0 30 60 90

PLATE

REFERENCE

NUMBER

15 OF 47SHEET

HAY BALES

INLET PROTECTION

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. SEE DRAWING C-015 FOR EROSION CONTROL

DETAILS.

SILT FENCE & APPROX. LIMITS

TO BE CLEARED & GRUBBED

APPROXIMATE LIMITS OF

EXISTING CLEARED AREA

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

X X

X-TIES

FENCE

SCATTERED

ROCKS

N 693500

N 693250

C-015.dwg 12/18/2008 12:53:46 PM

H N -0

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

E R

O S

N T

R O

D E

T A

S "X

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-015

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

PLATE

REFERENCE

NUMBER

16 OF 47SHEET

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

AX. SPACING =

6’- 0"

1.25 LB/FT STEEL POSTS

FILTER FABRIC

BACKFILL TRENCH WITH

COMPACTED EARTH

RUNOFF

USE EITHER FLAT-BOTTOM OR

V-BOTTOM TRENCH DETAIL

HEAVY DUTY PLASTIC

TIE FOR STEEL POSTS

BURIED FABRIC

SILT FENCE INSTALLATION DETAIL

N.T.S.

FILTER FABRIC

RUNOFF

COMPACTED

EARTH

FILTER FABRIC

RUNOFF

COMPACTED

EARTH

FILTER FABRIC

FLAT-BOTTOM TRENCH DETAIL

N.T.S.

FILTER FABRIC

V-BOTTOM TRENCH DETAIL

N.T.S.

TYPE A - FILTER FABRIC INLET PROTECTION INSTALLATION

N.T.S.

1.25 LB/FT

STEEL POSTS

3’ 0"

AX.

PACI

POST INSTALLATION DETAIL

ATTACH FILTER FABRIC TO

POSTS WITH HEAVY DUTY

TIES SPACED 6" APART MAX.

FOLD FABRIC TO OVERLAP

6" AND SECURE TO POST

WITH HEAVY DUTY TIES

BURY FABRIC

(SEE DETAIL)

FILTER FABRIC INSTALLATION DETAIL

BURY MINIMUM OF 12"

FILTER FABRIC

. 1

FILTER FABRIC BURIAL DETAIL

HAY BALE INSTALLATION DETAIL

N.T.S.

2"x2" WOOD STAKES, MIN. 2 PER HAY BALE

COMPACTED SOIL TO

PREVENT PIPING

BINDING WIRE

OR TWINE

RUNOFF

ENTRENCHED (2" MIN.)

HAY BALE

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

C-016.dwg 12/18/2008 12:54:42 PM

H N -0

-R -0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

F U

E N

C H

P L

C T

N S

J J L

C .E

H O

S K

J .J L

O N

G /1

K .R L E

N N

O N 1

PLATE

REFERENCE

NUMBER

SHEET

C-016

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

C -0

W G

PLATE

REFERENCE

NUMBER

17 OF 47SHEET

A NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. MAINTAIN A MINIMUM BEND RADIUS OF 6’.

3. PROVIDED BY GOVERNMENT, NOT IN CONTRACT.

6" 6" 6" 6" 6" 6" 6" 6"

AND 2" HDPE DIFFUSER LINES

BEDDING SAND

COMPACTED EARTH

FILL TO MATCH

FINISH GRADE ELEV.

A16-A16

N.T.S

(TYPICAL DIFFUSER LINE TRENCH SECTION)

DIFFUSER LINES, FIELD TO ROUTE TO

NORMAL WINTER POOL ELEVATION

(SEE NOTE 3)

SCALE IN FEET

20 0 20 40 60

FOR CONTINUATION

SEE DWG C-017

DIFFUSER TRENCH PLAN

1:30

YELLOW DETECTABLE

WARNING TAPE INSTALLED

IN COMPACTED EARTH

FILL

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

N 693250

0 3

C-017.dwg 12/18/2008 12:58:54 PM

Topsoil with pine straw and medium roots (2.0 inches)

CLAY (CH)- Reddish brown; hard; dry; Residuum

Boring Terminated at 25.0 Feet

L U

D E

P T

H f e e t

WATER LEVEL @ 24 hrs:

BORING LOG:

10 20 40 s t n d r d

SPT INTERVALS

(blows/6 inches)

MATERIAL DESCRIPTION

DATE DRILLED: 1/3/08

DRILLING METHOD: 2…" H.S.A.

LOGGED BY: NJP

DRILLER: Tim Reede

Oxygenated System Pad and Access Roadway Modoc, South Carolina

PROJECT:

S A

M P

S A

M P

P E

S&ME Project No. 1431-07-691

STANDARD PENETRATION

TEST

(SPT) DATA

(blows/ft)

W A

V E

Not Collected

E L E

V A

N f e e t

G R

A P

L O

SB-1

FEET

ELEVATION: 350.5

BORING DEPTH: 25.0

WATER LEVEL @ TOB: Not Encountered

Topsoil with pine straw and medium roots (2.0 inches)

CLAY (CH)- Reddish brown; very stiff; dry;

Residuum

CLAY (CH)- Yellowish and reddish brown; very hard; dry; with relict bedding; Residuum

Boring Terminated at 10.0 Feet

L U

D E

P T

H f e e t

WATER LEVEL @ 24 hrs:

BORING LOG:

s t n d r d

MATERIAL DESCRIPTION

DATE DRILLED: 1/3/08

DRILLING METHOD: 2…" H.S.A.

LOGGED BY: NJP

DRILLER: Tim Reede

PROJECT:

S A

M P

S A

M P

P E

W A

V E

Not Collected

E L E

V A

N f e e t

G R

A P

L O

SB-2

FEET

ELEVATION: 350.5

BORING DEPTH: 10.0

WATER LEVEL @ TOB: Not Encountered

50/

Topsoil with pine straw and medium roots (2.0 inches)

CLAY (CH)- Reddish brown to yellowish brown; stiff to very stiff; dry; Residuum

Weathered Slate- Light brownish gray; hard; dry;

with relict bedding.

Weathered Phyllite- Light brownish gray; very hard;

dry; with black oxide staining and relict bedding.

Boring Terminated at 29.5 Feet

50/

BORING LOG:

DATE DRILLED: 1/3/08

DRILLING METHOD: 2…" H.S.A.

LOGGED BY: NJP

DRILLER: Tim Reede

PROJECT:

SB-3

FEET

ELEVATION: 358.0

BORING DEPTH: 29.5

50/

REC

100%

Topsoil with pine straw and medium roots (2.0 inches)

CLAY (CH)- Reddish brown to yellowish brown;

very stiff to hard; dry; silty; Residuum

Weathered Slate- Light brownish gray; very hard;

dry; with black oxide staining.

Boring Terminated at 29.0 Feet

50/

BORING LOG:

DATE DRILLED: 1/3/08

DRILLING METHOD: 2…" H.S.A.

LOGGED BY: NJP

DRILLER: Tim Reede

PROJECT:

SB-4

FEET

ELEVATION: 358.0

BORING DEPTH: 29.0

50/

REC

90%

Topsoil with pine straw and medium roots (2.0 inches)

CLAY (CH)- Reddish and yellowish brown; very stiff; dry; Residuum

CLAY (CH)- Yellowish brown to brown; hard; dry;

silty; with black oxide staining; Residuum

Weathered Slate- Light brown; very hard; dry; with black oxide staining and relict bedding.

Boring Terminated at 30.0 Feet

50/

BORING LOG:

DATE DRILLED: 1/3/08

DRILLING METHOD: 2…" H.S.A.

LOGGED BY: NJP

DRILLER: Tim Reede

PROJECT:

SB-5

FEET

ELEVATION: 357.0

BORING DEPTH: 29.0

50/

Topsoil with pine straw and medium roots (2.0 inches)

CLAY (CH)- Reddish brown; stiff; moist; Residuum

Weathered Phyllite- Light brown; very hard; dry;

with relict bedding.

Boring Terminated at 9.0 Feet

50/

BORING LOG:

DATE DRILLED: 1/3/08

DRILLING METHOD: 2…" H.S.A.

LOGGED BY: NJP

DRILLER: Tim Reede

5 340

PROJECT:

SB-6

FEET

ELEVATION: 344.5

BORING DEPTH: 9.0

LEGEND TO SOIL CLASSIFICATION AND SYMBOLS

LEGEND TO SOIL

(Shown in Graphic Log)

Fill

Asphalt

Concrete

Topsoil

Gravel

Sand

Shale

Clay

Sandstone

Silty Sand

Interbedded

Sandstone/Shale

Clayey Silt

Sandy Clay

Silty Clay

Partially Weathered Rock

Mine Spoil

Silt

WATER LEVELS

(Shown in Water Level Column)

= Water Level At Termination of Boring = Water Level Taken After 24 Hours = Loss of Drilling Water = Hole CaveHC

CONSISTENCY OF COHESIVE SOILS

CONSISTENCY

Very Soft

Soft

Firm

Stiff Very Stiff

Hard

Very Hard

STD. PENETRATION

RESISTANCE

BLOWS/FOOT

0 to 2

3 to 4

5 to 8

9 to 15 16 to 30

31 to 50

Over 50

RELATIVE DENSITY OF COHESIONLESS SOILS

RELATIVE DENSITY

Very Loose

Loose

Medium Dense

Dense

Very Dense

STD. PENETRATION

RESISTANCE

BLOWS/FOOT

0 to 4

5 to 10

11 to 30

31 to 50

Over 50

SAMPLER TYPES

(Shown in Samples Column)

Shelby Tube

Split Spoon

Rock Core

No Recovery

REC

RQD

TERMS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

J S

T R

O M T

H U

R M

O N

D O

X Y

G E

N A

N S

Y S

T E

M C

C O

R M

K C

O U

N T

Y S

O U

T H C

A R

O L

C -0

W G

J J L

C .E

H O

S K

J .J L

O N

K .R L E

N N

O N

PLATE

REFERENCE

NUMBER

SHEET

C-017

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

2 3

4 5

S Y

M B

O L

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C T N

U S

A R

M Y E

N G

E E

R D

T R

C O

R P

S O

F E

N G

E E

R S

S A

V A

N N

A H D

T R

PLATE

REFERENCE

NUMBER

S T

B O

G S

NOTES:

1. SEE DRAWING C-001 FOR NOTES.

2. BORING, SAMPLING AND PENETRATION TEST DATA IN

GENERAL ACCORDANCE WITH ASTM D-1586.

3. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT

EXACT.

4. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL

VARY.

NOTES: Soil descriptions based on visual observation of obtained samples.

Ground surface elevations of borings obtained from a topographic map provided by TVA.

CLAY (CH)- Reddish brown; very stiff to hard;

dry; silty; with black oxide staining; Residuum

Weathered Phyllite- Light brown; hard; dry;

clayey; with black oxide staining.

NOTES: Soil descriptions based on visual observation of obtained samples.

Ground surface elevations of borings obtained from a topographic map provided by TVA.

10 20 40

STANDARD PENETRATION

TEST

(SPT) DATA

(blows/ft)

SPT INTERVALS

(blows/6 inches)

Oxygenated System Pad and Access Roadway Modoc, South Carolina

S&ME Project No. 1431-07-691

Obtained a bulk soil sample from 2.0 to

5.0 feet.

L U

D E

P T

H f e e t

WATER LEVEL @ 24 hrs:

10 20 40 s t n d r d

SPT INTERVALS

(blows/6 inches)

MATERIAL DESCRIPTION

Oxygenated System Pad and Access Roadway Modoc, South Carolina

S A

M P

S A

M P

P E

S&ME Project No. 1431-07-691

STANDARD PENETRATION

TEST

(SPT) DATA

(blows/ft)

W A

V E

Not Collected

E L E

V A

N f e e t

G R

A P

L O

WATER LEVEL @ TOB: Not Encountered

NOTES: Soil descriptions based on visual observation of obtained samples.

Ground surface elevations of borings obtained from a topographic map provided by TVA.

L U

D E

P T

H f e e t

WATER LEVEL @ 24 hrs:

10 20 40 s t n d r d

SPT INTERVALS

(blows/6 inches)

MATERIAL DESCRIPTION

Oxygenated System Pad and Access Roadway Modoc, South Carolina

S A

M P

S A

M P

P E

S&ME Project No. 1431-07-691

STANDARD PENETRATION

TEST

(SPT) DATA

(blows/ft)

W A

V E

Not Collected

E L E

V A

N f e e t

G R

A P

L O

WATER LEVEL @ TOB: Not Encountered

NOTES: Soil descriptions based on visual observation of obtained samples.

Ground surface elevations of borings obtained from a topographic map

L U

D E

P T

H f e e t

WATER LEVEL @ 24 hrs:

10 20 40 s t n d r d

SPT INTERVALS

(blows/6 inches)

MATERIAL DESCRIPTION

Oxygenated System Pad and Access Roadway Modoc, South Carolina

S A

M P

S A

M P

P E

S&ME Project No. 1431-07-691

STANDARD PENETRATION

TEST

(SPT) DATA

(blows/ft)

W A

V E

Not Collected

E L E

V A

N f e e t

G R

A P

L O

WATER LEVEL @ TOB: Not Encountered

NOTES: Soil descriptions based on visual observation of obtained samples.

Ground surface elevations of borings obtained from a topographic map

L U

D E

P T

H f e e t

WATER LEVEL @ 24 hrs:

10 20 40 s t n d r d

SPT INTERVALS

(blows/6 inches)

MATERIAL DESCRIPTION

Oxygenated System Pad and Access Roadway Modoc, South Carolina

S A

M P

S A

M P

P E

S&ME Project No. 1431-07-691

STANDARD PENETRATION

TEST

(SPT) DATA

(blows/ft)

W A

V E

Not Collected

E L E

V A

N f e e t

G R

A P

L O

WATER LEVEL @ TOB: Not Encountered

NOTES: Soil descriptions based on visual observation of obtained samples.

Ground surface elevations of borings obtained from a topographic map provided by TVA.

The Number of Blows of 140 lb.

Hammer Falling 30 in. Required to

Drive 1.4 in. I.D. Split Spoon Sampler

1 Foot. As Specified in ASTM D-1586.

Total Length of Rock Recovered in the

Core Barrel Divided by the Total

Length of the Core Run Times 100%.

Total Length of Sound Rock Segments

Recovered that are Longer Than or

Equal to 4" (mechanical breaks excluded) Divided by the Total Length of the Core Run Times 100%.

Obtained a bulk soil sample from 2.0 to

5.0 feet.

Obtained a bulk soil sample from 2.0 to

5.0 feet.

Standard

Penetration

Resistance

H N -0

-R -0

M-001.dwg 12/18/2008 1:18:15 PM

A T

N N

E N

A M

D W

N B

C K

D B

2 3

4 5

S Y

M B

O L

PLATE

REFERENCE

NUMBER

US ARMY CORPS

OF ENGINEERS

SAVANNAH

D A

T E

C A

T E

G O

R Y C

O D

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D E

S C

N B

Y D

A T

C O

N T

R A

C…

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File details come from the government source that posted it. Updated Nov 14, 2017.