W912QR01969097Attachment1_Plans-0000.pdf

ATTACHMENT 1

DRAWINGS

W912QR01969097-0000

SIGNATURES AFFIXED BELOW INDICATE OFFICAL RECOMMENDATION AND

APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

REVIEWED BY: *

QUALITY CONTROL

APPROVAL RECOMMENDED: *

PROJECT ENGINEER / ARCHITECT

DATE

DATE

DATE

APPROVED: *

JOHN R. BOCK, PE

ENGINEERING DIVISION, CHIEF

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE SCOPE

OF THIER EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

B. GADDIE

D. BARJANOVIC

PROJECT DRAWING CONTRIBUTORS

CIVIL STRUCTURAL ARCHITECTURAL INTERIORS

PLUMBING/

MECHANICAL

FIRE ALARM/

PROTECTION

ELECTRICAL/

COMMUNICATION

Designer:* Designer:* Designer:* Designer:* Designer:* Designer:* Designer:*

Checker:* Checker:* Checker:* Checker:* Checker:* Checker:* Checker:*

I. Cabrera

J. Macmillan

I. Weilbaker H. Estes

David Smith

L. Deljoo

J. O'Bryan

T. Scholl T. Scholl

B. Gaddie

C. Spencer

B. Dorch K. Prather B. Gaddie

K. Prather

US Army Corps of Engineers ®

SHEET ID

D R

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B Y:

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AP

PRUS Army Corps of

Engineers ®

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LOUISVILLE DISTRICT

600 DR. MARTIN LUTHER KING JR. PL.

LOUISVILLE, KY 40202

NOVEMBER 2020

NSA CRANE, CRANE INDIANA

NSWC BLDG 2522 SECURITY UPGRADE

FY 2020 P2 481350

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

-0

THE BASE SCOPE OF WORK CALLS FOR RENOVATIONS OF

PORTIONS OF BUILDING 2522 AND SITE NECESSARY TO

PROVIDE SECURITY UPGRADES. DEMOLITION OF WORK

INCLUDES REMOVAL OF SELECT EXTERIOR AND INTERIOR

WINDOWS, INTERIOR FINISHES, SELECT ELECTRICAL AND

LIGHTING SYSTEMS, AND EXTERIOR ELEMENTS.

RENOVATION WORK INCLUDES NEW CONSTRUCTION

NECESSARY TO PROVIDE A NEW COMMUNICATIONS

CLOSET AND SECURITY OFFICE, NEW FINISHES, LIGHTING,

ELECTIRCAL AND COMMUNICATION SYSTEMS, AND

ADJUSTMENTS TO THE FIRE PROTECTION SYSTEMS. SITE

WORK INCLUDES THE CONSTRUCTION OF A NEW TRUCK

ACCESS DRIVEWAY, A NEW SECURITY VEHICLE GATE, A

NEW SECURITY FENCE AND IMPROVEMENTS TO EXISTING

SECURITY FENCE.

OPTION 1:

OPTION SCOPE OF WORK INCLUDES ALL CONSTRUCTION

NECESSARY TO ADD A NEW BREAK ROOM AREA AND A

NEW SINK IN THE MALE RESTROOM. DEMOLITION WORK

DEMOLITION OF A CMU WALL, SELECT MECHANICAL

EQUIPMENT, SELECT PLUMBING SYSTEMS AND PLUMBING

FIXTURES, SELECT LIGHTING AND ELETRICAL SYSTEMS,

AND SELECT FIRE PROTECTION SYSTEMS. RENOVATION

WORK INCLUDES NEW CONSTRUCTION NECESSARY TO

PROVIDE A NEW BREAK ROOM AREA, NEW FINISHES, NEW

CASEWORK, NEW LIGHTING AND ELECTRICAL SYSTEMS,

NEW MECHANICAL SYSTEMS, AND ADJUSTMENTS TO THE

FIRE PROTECTION SYSTEMS.

SUMMARY OF WORK

US Army Corps of Engineers ®

SHEET ID

U S

AR

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O R

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IN

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CERTIFIED FINAL

N

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C R

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IN

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EX

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W O

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D es ig ne r

Au th or

C he ck er

DRAWING INDEX

Sheet Number Sheet Name

A-106 NEW CONSTRUCTION ENLARGED FLOOR PLANS (OPTION 1) -

AREA "B"

A-111 REFLECTED CEILING PLAN (BASE BID)

A-112 REFLECTED CEILING PLAN (OPTION 1)

A-401 INTERIOR ELEVATIONS (BASE BID)

A-402 INTERIOR ELEVATIONS (OPTION 1)

A-601 WALL PARTITIONS AND SCHEDULE

A-602 WALL PARTITION DETAILS

A-611 DOOR/WINDOW SCHEDULE AND DOOR/WINDOW TYPES

A-612 DOOR AND WINDOW DETAILS

A-701 CASEWORK SECTIONS

INTERIOR

I-101 INTERIOR PLAN

FIRE PROTECTION

FP101 FIRE PROTECTION BASE BID

FP102 FIRE PROTECTION OPTION

FP103 ORIGINAL FIRE PROTECTION PLAN

FIRE ALARM

FA001 FIRE ALARM LEGEND

FA101 FIRE ALARM PLAN - COMPREHENSIVE (BASE BID)

FA102 FIRE ALARM PLAN - AREA A (BASE BID)

FA103 FIRE ALARM PLAN - COMPREHENSIVE (OPTION 1)

FA104 FIRE ALAR PLAN - AREA A (OPTION 1)

MECHANICAL

M-001 GENERAL NOTES AND LEGEND

M-101 HVAC PLAN BASE BID

M-102 HVAC FLOOR PLAN OPTION 1

M-501 HVAC DETAILS BASE BID

M-502 HVAC DETAILS OPTION 1

M-503 DIFFUSER DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES OPTION

MP101 MECHANICAL PIPING BASE

MP102 MECHANICAL PIPING OPTION 1

ELECTRICAL DEMO

E-001 LEGEND AND ABBREVIATIONS

ED101 ELECTRICAL DEMO

ELECTRICAL

E-101 LIGHTING PLAN (BASE BID) - COMPREHENSIVE

E-102 LIGHTING PLAN (BASE BID) - AREA "A"

E-103 LIGHTING PLAN (OPTION 1) - COMPREHENSIVE

E-104 LIGHTING PLAN (OPTION 1) - AREA "A"

E-105 LIGHTING PLAN (OPTION 1) - AREA "B"

E-111 POWER PLAN (BASE BID) - COMPREHENSIVE

E-112 POWER PLAN (BASE BID) - AREA "A"

E-113 POWER PLAN (OPTION 1) - COMPREHENSIVE

E-114 POWER PLAN (OPTION 1) - AREA "A"

E-121 MECHANICAL POWER PLAN (BASE BID) - COMPREHENSIVE

E-122 MECHANICAL POWER PLAN (BASE BID) - AREA "A"

E-123 MECHANICAL POWER PLAN (BASE BID) - AREA "B"

E-124 MECHANICAL POWER (OPTION 1) - COMPREHENSIVE

E-125 MECHANICAL POWER (OPTION 1) - AREA "A"

E-126 MECHANICAL POWER (OPTION 1) - AREA "B"

E-501 ELECTRICAL DETAILS

E-601 PANEL SCHEDULE

E-602 LUMINAIRE SCHEDULE

TELECOMMUNICATIONS

T-001 TELECOMMUNICATIONS LEGEND

T-101 TELECOMMUNICATIONS PLAN (BASE BID) - COMPREHENSIVE

T-102 TELECOMMUNICATIONS PLAN (BASE BID) - AREA "A"

T-103 TELECOMMUNICATIONS PLAN (OPTION 1) - COMPREHENSIVE

T-104 TELECOMMUNICATIONS PLAN (OPTION 1) - AREA "A"

T-501 TELLECOMMUNICATIONS DETAILS

T-502 TELLECOMMUNICATIONS DETAILS

Grand total: 113

DRAWING INDEX

Sheet Number Sheet Name

GENERAL

GI001 COVER SHEET

GI002 INDEX & SUMMARY OF WORK

GI003 PROJECT MAPS

GI101 SHEET LAYOUT PLAN

SURVEY

VS101 CONTRACTOR WORK LIMITS

VS401 SURVEY CONTROL POINTS

EROSION CONTROL

GC102 EROSION PREVENTION AND SEDIMENT CONTROL PLAN

GC103 EROSION PREVENTION AND SEDIMENT CONTROL PLAN

GC501 EROSION PREVENTION AND SEDIMENT CONTROL DETAILS

CIVIL

CD102 DEMOLITION PLAN

CD103 DEMOLITION PLAN

CS102 SITE PLAN

CS103 SITE PLAN

CS104 SITE PLAN

CS105 SITE PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

CS503 SITE DETAILS

CS504 VERTICAL PIVOT TRUCK GATE

CG102 GRADING AND DRAINAGE PLAN

CG103 GRADING AND DRAINAGE PLAN

CG201 PROFILE

CG501 GRADING AND DRAINAGE DETAILS

CP501 PAVEMENT DETAILS

CU102 UTILITY PLAN

CU103 UTILITY PLAN

CU501 UTILITY DETAILS

ES001 ELECTRICAL NOTES

ES501 ELECTRICAL DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 C&C WIND LOADS

S-101 FRAMING PLAN - BASE BID

S-102 FRAMING PLAN - OPTION 1

S-103 ENLARGED STRUCTURAL PLAN - OPTION 1

S-201 CEILING FRAMING - OPTION 1

S-401 STEEL RACK PLANS AND ELEVATIONS - BASE BID

S-402 STEEL RACK DETAILS

S-501 STRUCTURAL DETAILS - BASE BID

S-502 STRUCTURAL DETAILS - OPTION 1

S-503 STRUCTURAL DETAILS - OPTION 1

S-504 STRUCTURAL DETAILS - OPTION 1

ARCHITECTURAL DEMO

A-001 ABBREVIATIONS & DRAWING ANNOTATION AND SYMBOLS

A-002 SEALANT, MASONRY JOINTS & MISC. STANDARD DETAILS

AD101 EXISTING DEMOLITION (BASE BID)

AD102 ENLARGED DEMOLITION FLOOR PLANS (BASE BID) - AREA "A"

AD103 ENLARGED DEMOLITION FLOOR PLANS (BASE BID) - AREA

"B"

AD104 EXISTING, DEMOLITION (OPTION 1)

AD105 ENLARGED DEMOLITION FLOOR PLANS (OPTION 1) - AREA "A"

AD106 ENLARGED DEMOLITION FLOOR PLANS (OPTION 1) - AREA

"B"

AD111 REFLECTED CEILING PLAN (BASE BID)

AD401 INTERIOR DEMOLITION ELEVATIONS (BASE BID)

AD402 INTERIOR DEMOLITION ELEVATIONS (OPTION 1)

ARCHITECTURAL

A-101 NEW CONSTRUCTION FLOOR PLANS (BASE BID)

A-102 NEW CONSTRUCTION ENLARGED FLOOR PLANS (BASE BID) -

AREA "A"

A-103 NEW CONSTRUCTION ENLARGED FLOOR PLANS (BASE BID) -

AREA "B"

A-104 NEW CONSTRUCTION ENLARGED FLOOR PLANS (OPTION 1)

A-105 NEW CONSTRUCTION ENLARGED FLOOR PLANS (OPTION 1) -

AREA "A"

M

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

2Q R

-0

MARTIN COUNTY, INDIANA

PROJECT LOCATION

OHIO

ILLINOIS

KENTUCKY

INDIANA

MICHIGAN

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GENERAL SHEET NOTES

LEGEND

CONTRACTOR WORK LIMITS

GC102

CD102

CS102

CG102

CU102

GC103

CD103

CS103

CG103

CU103

CS105CS104

H W

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BUILDING 3422

BUILDING 2522

B U

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IN

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HWY 433

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NORTH

PLAN

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

W

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ABANDONED RAILROAD TRACK ABANDONED RAILROAD TRACK

GRAVEL LOT GRAVEL POV LOT

ASPHALT

B U

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BUILDING 3422

BUILDING 2522 BUILDING 2522

IN

V

7.

IN

V

4.

IN

V

4.

IN

V

6.

IN

V

6.

IN

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6.

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6.

IN

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7.

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8.

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9.

740 740

740 740 740

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ABANDONED RAILR

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M

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IN

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3.

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3.

IN

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4.

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TYPE:

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745745

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5.

W

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S

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LOADING DOCK LOADING DOCK LOADING DOCK

DOOR 5 DOOR 4

HWY 433 (ASPHALT)

E

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N A

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W C B

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N

S U

B M

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D B

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B

G A

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D R

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G N

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A N

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R A

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CERTIFIED FINAL

N O

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GENERAL SHEET NOTES

LEGEND

CONTRACTOR WORK LIMITS

SHEET KEYNOTES

CONTRACTOR LAYDOWN AREA

OFFICER REPRESENTATIVE (COR).

CHAIN-LINK SWING GATE WITH THE USACE CONTRACTING

3. CONTRACTOR SHALL COORDINATE ACCESS THROUGH EXISTING

2. ALTERNATIVE STAGING AREA.

1. CONTRACTOR STAGING AREA.

CONTRACTING OFFICER (COR).

TO THE WORK LIMITS, STAGING, OR ACCESS WITH THE

5. CONTRACTOR SHALL COORDINATE ANY ADJUSTMENTS

THE LOCATION OF ALL ABOVE AND BELOW GROUND UTILITIES.

SURVEY. PRIOR TO ANY WORK, CONTRACTOR SHALL VERIFY

IS BASED UPON ABOVE GROUND EVIDENCE AT THE TIME OF

TOPOGRAPHIC SURVEY BY USACE LRL. UTILITY INFORMATION

4. EXISTING CONDITIONS SHOWN RESULTS FROM A FIELD

3. CONTOUR INTERVAL IS 1-FOOT.

VERTICAL - NAVD 88

HORIZONTAL - WEST INDIANA SPCS (NAD83/2011)

DATUMS: SURVEY

CONTROL POINT DESCRIPTIONS.

LOCATED HEREON. SEE SHEET VS401 FOR SURVEY

2. SURVEY CONTROL POINTS CP2522-B AND CP2522-A ARE

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

N 1 330 677.80

E 3 020 168.36

N 1 330 806.72

E 3 020 031.25

N 1 330 909.73

E 3 019 865.44

N 1 331 062.44

E 3 019 596.22

N 1 330 802.63

E 3 019 405.22

N 1 330 733.81

E 3 019 409.05

N 1 330 688.66

E 3 019 446.70 N 1 330 529.82

E 3 019 668.86

N 1 330 520.18

E 3 019 707.55 N 1 330 366.35

E 3 019 921.46

N 1 330 438.18

E 3 020 268.62

N 1 330 481.71

E 3 020 265.92

N 1 330 510.36

E 3 020 277.86

N 1 330 588.26

E 3 020 235.47

N 1 331 035.27

E 3 019 576.21

N 1 330 417.72

E 3 019 850.03

N 1 330 267.71

E 3 020 146.87

N 1 331 010.97

E 3 019 714.54

N 1 330 980.62

E 3 019 702.05

CP 2522-A

CP 2522-B

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:28 AM 10/30/2020

...\CIVIL\145870 - Outlet Works\CAD_BIM\CAD_BIM\03_Sheets\481350_VS101xxx.dgn

VS101A1

1"=50' 50' 100'0

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PROJECT:

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SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

LOCATION:

0° 08'51.57338"

NAVD88

0.999971787

PROJECT:

DATE:

SKETCH OF STATION

STATION

LONGITUDE

ELEVATION

LATITUDE N

W

CONV.

V

COMB. FACTOR

NORTHING

EASTING

(FT)

(FT) (M)

(FT)

LOCATION:

0° 08'56.53868"

NAVD88

0.999971884

3019667.667

DESCRIPTION:

GEOGRAPHIC COORDINATES (NAVD83)

DESCRIPTION:

NGEOGRAPHIC COORDINATES (NAD83)

38°54'03.44206"

86°50'53.51620"

38°54'00.85280"

86°50'45.59616"

SET SET

with the ground.

The station is a 5/8" iron pin set with COE cap that is driven flushwith the ground.

The station is a 5/8" iron pin set with COE cap that is driven flush

3020294.457

CRane NWSC, IN

Crane Bldg. 2522

CRane NWSC, IN

Crane Bldg. 2522

Crane Bldg. 2522 Crane Bldg. 2522 october 2019 october 2019

Indiana West 1301 ZONE (NAD83) Indiana West 1301 ZONE (NAD83)

1330468.571 1330208.241 octOBER 2019 OCTOBER 2019

BLD 2522

N

2522-A 2522-B

739.972 748.078 curb cORNER; and ne, 27.75 ft from the base of the light pole.

is se, 22.45 ft from the corner fence post; sw, 9.25 ft from the outside along hwy 311 approximately 80 feet NORTHEAST of Building 2521.The monument

The station is located in the grassY aREA ADJACENT TO THE paved LOT support stand; and ne, 49.68 ft from the cl of a sanitary manhole.

support stand; Se, 97.45 ft from the SECOND concrete base of a steamline

2523.The monument is se, 98.40 ft from the concrete base of a steamline along THE North SIDE OF hwy 311 approximately 75 feet west of Building

The station is located in the grassY aREA between THE railroad tracks

BLD 2521

gRASSY arEA h w y lot

Paved Parking lp post

Corn. fence

Curb corn.

22.45'

BLD 2523

h w y

2522-b

Supports

REF. Base

CL SSMH

NTS

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:38 AM 10/30/2020

...\CIVIL\145870 - Outlet Works\CAD_BIM\CAD_BIM\03_Sheets\481350_VS401xxx.dgn

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LOADING DOCK LOADING DOCK

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N 1330968.6600

E 3019828.1700

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CONTRACTOR WORK LIMITS

HW 1-1

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SHEET KEYNOTES

CW

ROCK CHECK DAM

HEADWALL

CONCRETE WASHOUT

SILT FENCE

RFD

STABILIZED CONSTRUCTION ENTRANCE

ROCK FILTER DAM

DITCH LINE

CULVERT PIPE

STORM DRAIN

7. SEE SHEET GC501 FOR ESC DETAILS.

IMMEDIATELY AFTER CONSTRUCTION.

GRAVEL SHALL BE VEGETATED WITH SEED AND MULCH

6. ALL DISTURBED AREAS NOT TO RECIEVE PAVEMENT OR

5. REMOVE ALL TEMPORARY ESC AFTER FINAL STABILIZATION.

TUBE INSTEAD OF SILT FENCE.

4. PERIMETER SEDIMENT CONTROL MAY BE WATTLE/FILTER

SHALL BE WATTLE/FILTER TUBE.

3. PERIMETER SEDIMENT CONTROL ON PAVED SURFACES

OR WATTLE/FILTER TUBE.

2. SOIL STOCKPILES MUST BE CONTAINED WITH SILT FENCE

BE INSTALLED TO SUPPORT DRIVEWAY CONSTRUCTION.

STABILIZED CONSTRUCTION SURFACE MAY NEED TO

CONSTRUCTION ACCESS WITH THE COR. A TEMPORARY

2. PRIOR TO WORK, CONTRACTOR SHALL COORDINATE

COORDINATE LOCATION WITH COR.

SHALL BE DESIGNATED, INSTALLED, AND FUNCTIONAL.

1. PRIOR TO ANY CONCRETE DELIVERY, WASHOUT FACILITIES

BEEN INSTALLED.

PROTECTION AS SHOWN ON CG102 ONCE HEADWALLS HAVE

4. ADJUST/RELOCATE AS NECESSARY. REPLACE WITH OUTLET

3. GRADING LIMIT.

AS NECESSARY TO SUPPORT DRIVEWAY CONSTRUCTION.

2. TEMPORARY STABILIZED GRAVEL CONSTRUCTION SURFACE

1. TEMPORARY SOIL STOCKPILE AREA.

CW

RFD

SCE

RFD

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:40 AM 10/30/2020

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1"=20'

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LOADING DOCK LOADING DOCK

DOOR 4

N 1330673.1040

E 3020167.7640

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CW

ROCK CHECK DAM

HEADWALL

CONCRETE WASHOUT

SILT FENCE

RFD

STABILIZED CONSTRUCTION ENTRANCE

ROCK FILTER DAM

DITCH LINE

CULVERT PIPE

STORM DRAIN

7. SEE SHEET GC501 FOR ESC DETAILS.

IMMEDIATELY AFTER CONSTRUCTION.

GRAVEL SHALL BE VEGETATED WITH SEED AND MULCH

6. ALL DISTURBED AREAS NOT TO RECIEVE PAVEMENT OR

5. REMOVE ALL TEMPORARY ESC AFTER FINAL STABILIZATION.

TUBE INSTEAD OF SILT FENCE.

4. PERIMETER SEDIMENT CONTROL MAY BE WATTLE/FILTER

SHALL BE WATTLE/FILTER TUBE.

3. PERIMETER SEDIMENT CONTROL ON PAVED SURFACES

OR WATTLE/FILTER TUBE.

2. SOIL STOCKPILES MUST BE CONTAINED WITH SILT FENCE

BE INSTALLED TO SUPPORT DRIVEWAY CONSTRUCTION.

STABILIZED CONSTRUCTION SURFACE MAY NEED TO

CONSTRUCTION ACCESS WITH THE COR. A TEMPORARY

2. PRIOR TO WORK, CONTRACTOR SHALL COORDINATE

COORDINATE LOCATION WITH COR.

SHALL BE DESIGNATED, INSTALLED, AND FUNCTIONAL.

1. PRIOR TO ANY CONCRETE DELIVERY, WASHOUT FACILITIES

BEEN INSTALLED.

PROTECTION AS SHOWN ON CG102 ONCE HEADWALLS HAVE

4. ADJUST/RELOCATE AS NECESSARY. REPLACE WITH OUTLET

3. GRADING LIMIT.

AS NECESSARY TO SUPPORT DRIVEWAY CONSTRUCTION.

2. TEMPORARY STABILIZED GRAVEL CONSTRUCTION SURFACE

1. TEMPORARY SOIL STOCKPILE AREA.

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:41 AM 10/30/2020

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GRAVITY OUTLET PIPE

BERM

FLOW

F L O

W

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A

A

F5

NTS

ROCK FILTER DAM (RFD)

A4

STONE CHECK DAM (C)

FLOWFLOW

PLAN

SPILLWAY

VARIES

2H:1V 2H:

1V

A

A

B

ELEVATION B-B

2H :1

V

H :1

V

SECTION A-A

FLOW

MAX

2'-0" 1"-0"

M A

X

TOP OF GROUND

ON GEOTEXTILE

RIPRAP STONES

6" TO 9"

B

M

IN

2'-0" 1'-0" 1'-0" 2'-0"

GEOTEXTILE

A1

NTS

FLOW

SECTION

TOE OF SLOPE

HEADWALL

HEADWALL

1 1

OUTLET PROTECTION

SECTION A

SECTION B

SECTION A

SECTION B

PLAN

ELEVATION

TRENCH CONSTRUCTION

FLOW

FLOW

STAPLE

POSTSSTAPLE

3.0' LONG METAL 'T' POST (MIN)

SUPPORT MESH

GEOTEXTILE

BACKFILLED AND COMPACTED SOIL

SPLICE TERMINATION

D5

NTS

STABILIZED CONSTRUCTION ACCESS

M

IN

PUBLIC ROAD

A A

50' MIN.

50' MIN.

' R (M

IN

SECTION A-A

GROUND

EXISTING NATURAL

PUBLIC ROAD

EDGE OF

PIPE WHERE NEEDED

TEMPORARY DRAINAGE

PIPE WHERE NEEDED

TEMPORARY DRAINAGE

RIPRAP

PLACEMENT OF MACHINED

3" UNDERCUT PRIOR TO

<2% SLOPE

PLAN VIEW

SILT FENCE

PLAN

GEOTEXTILE FABRIC.

THICKNESS OVER

NO.53 AGG, 8" LAYER

CLEAN WASHED INDOT

INDOT NO.5 OR NO.8 AGG

RIPRAP

INDOT REVETMENT

GRADIENT OF CHECK DAM

PLACED ON GEOTEXTILE UP

INDOT NO.5 OR NO.8

M A

X

2H :1

V

H :1

V

SECTION A-A

FLOW

MAX

2'-0" 1"-0"

M A

X

TOP OF GROUND

INDOT NO.5 OR NO.8 AGG

RIPRAP

INDOT REVETMENT

RIPRAP

12" INDOT REVETMENT

BEDDING

12" INDOT NO.9 OR NO.11

THICKNESS OVER GEOTEXTILE FABRIC

CLEAN WASHED INDOT NO.53 AGG, 8" LAYER

WIDTH OF RIPRAP

BE PLACED UNDER ENTIRE

GEOTEXTILE FABRIC SHALL

NOTE: SEE SHEET CG101 FOR D, L, AND W.

50% OF ITS ORIGINAL IN-SITU DENSITY.

FENCE GEOTEXTILE SHALL BE COMPACTED TO ACHIEVE NO LESS THAN

GEOTEXTILE AND POSTS. THE SOIL ADJACENT TO THE BURIED SILT

SUFFICIENTLY COMPACT SOIL ADJACENT TO THE INSTALLED

INSTALLING PRE-ASSEMBLED SILT FENCE, CARE SHALL BE TAKEN TO

UPSTREAM SIDE FIRST, AND THEN THE DOWNSTREAM SIDE. WHEN

IMMEDIATELY NEXT TO THE SILT FENCE GEOTEXTILE. COMPACT THE

WHEN ASSEMBLING SILT FENCE ON-SITE, COMPACT THE BACKFILL SOIL 2.

SLICING CONSTRUCTION METHOD.

SILT FENCE MAY BE INSTALLED USING EITHER TRENCH OR SOIL 1.

SILT FENCE NOTES

A

PLAN VIEW

A

NOT TO SCALE

SECTION A-A

NOT TO SCALE

WASHOUT

CONCRETE

SIGN (OR EQUIVALENT)

CONCRETE WASHOUT

E1

NTS

CONCRETE WASHOUT

FABRIC

GEOTEXTILE

PERMEABLE

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LRL_Screen.dscriptLRL_pdf.pltcfg11:41:43 AM 10/30/2020

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CONTRACTOR WORK LIMITS

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13. SAWCUT STRAIGHT, CLEAN EDGES.

12. EXISTING ASPHALT PAVEMENT.

11. REMOVE AND RELOCATE EXISTING HYDRANT.

10. REMOVE HEADWALL.

9. EXISTING GRAVEL SURFACE.

8. REMOVE EXISTING STORM PIPE AS NECESSARY.

7. REMOVE EXISTING CMP CULVERT.

AND BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

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5. REMOVE EXISITNG 7' TALL CHAIN-LINK SECURITY FENCE.

ASSOCIATED CONDUIT.

4. REMOVE AND RELOCATE UTILITY/LIGHT/SECURITY POLES AND

3. REMOVE RAILROAD CROSSING SIGNS.

2. REMOVE DETERIORATED ASPHALT PAVEMENT.

1. REMOVE GRAVEL/PAVEMENT.

CONSTRUCTION SITE PLAN PER SECTION 01 50 00.

MAINTAINS A SECURE PERIMETER. INCLUDE WITH

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6. CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY.

THE COR.

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4. STRIP TOPOSOIL IN ACCORDANCE WITH SPECIFICATION

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MAY BE PLACED IN THE EXISTING EMPLOYEE PARKING AREA.

3. AGGREGATE MATERIALS FROM EXISTING DRIVEWAY REMOVAL

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2. PROTECT EXISTING UTILITIES AND SITE STRUCTURES TO

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X

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LRL_Screen.dscriptLRL_pdf.pltcfg11:41:44 AM 10/30/2020

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REMOVE ITEMX

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REMOVE ASPHALT

14. EXISTING GRASS.

13. SAWCUT STRAIGHT, CLEAN EDGES.

12. EXISTING ASPHALT PAVEMENT.

11. REMOVE AND RELOCATE EXISTING HYDRANT.

10. REMOVE HEADWALL.

9. EXISTING GRAVEL SURFACE.

8. REMOVE EXISTING STORM PIPE AS NECESSARY.

7. REMOVE EXISTING CMP CULVERT.

AND BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

6. EXISTING VEHICLE MANUAL DOUBLE SWING GATE TO REMAIN

5. REMOVE EXISITNG 7' TALL CHAIN-LINK SECURITY FENCE.

ASSOCIATED CONDUIT.

4. REMOVE AND RELOCATE UTILITY/LIGHT/SECURITY POLES AND

3. REMOVE RAILROAD CROSSING SIGNS.

2. REMOVE DETERIORATED ASPHALT PAVEMENT.

1. REMOVE GRAVEL/PAVEMENT.

CONSTRUCTION SITE PLAN PER SECTION 01 50 00.

MAINTAINS A SECURE PERIMETER. INCLUDE WITH

FENCE REMOVAL AND INSTALLATION IN A WAY WHICH

PROVIDE TEMPORARY FENCING AND/OR SEQUENCE

6. CONTRACTOR IS RESPONSIBLE FOR SITE SECURITY.

THE COR.

COORDINATES. COORDINATE ANY LIMIT ADJUSTMENTS WITH

5. SEE SHEET VF101 FOR CONTRACTOR WORK LIMIT

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4. STRIP TOPOSOIL IN ACCORDANCE WITH SPECIFICATION

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LRL_Screen.dscriptLRL_pdf.pltcfg11:41:46 AM 10/30/2020

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R

7. SEE SHEET CU102 FOR SITE UTILITY PLAN.

6. SEE SHEET CG102 FOR GRADING PLAN.

5. SEE SHEET CP501 FOR PAVEMENT DETAILS.

4. SEE SHEETS CS501-CS504 FOR SITE DETAILS.

3. SPOT COORDINATES ARE AT PAVEMENT EDGES.

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BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

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ALONG BOTTOM OF EXISTING FENCE EXCEPT AT

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9. EXISTING PERSONNEL GATE. DO NOT DISTURB.

8. NEW BOLLARD TYP. SEE CS501/E6.

7. NEW 12" WIDE PAINTED STOP BAR AND MARKING.

6. CONNECT NEW FENCE TO EXISTING.

5. NEW CHAIN-LINK SECURITY FENCE. SEE CS502, CS503.

SEE CS504.

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SEE CS504.

3. NEW FOUNDATION FOR TRUCK GATE BY OTHERS.

2. NEW GRAVEL DRIVEWAY. SEE CP501/E5.

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R

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1 1

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N 1 330 777.92

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E 3 019 594.02

N 1 331 056.06

E 3 019 594.79

N 1 330 955.99

E 3 019 522.62

N 1 331 054.90

E 3 019 596.42

N 1 330 954.80

E 3 019 524.23

(FENCE)

(FENCE)

6 16

N 1 330 782.92

E 3 019 830.74

N 1 330 791.06

E 3 019 836.55

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:47 AM 10/30/2020

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5. SEE SHEET CP501 FOR PAVEMENT DETAILS.

4. SEE SHEETS CS501-CS504 FOR SITE DETAILS.

3. SPOT COORDINATES ARE AT PAVEMENT EDGES.

OTHERWISE NOTED.

2. DIMENSIONS ARE MEASURED TO PAVEMENT EDGES UNLESS

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

TE

REINFORCED ODD SHAPED SLAB

THICKENED EDGE

TRANSVERSE CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE PAVEMENT

AGGREGATE PAVEMENT

NECESSARY TO MATCH NEW FENCE ALIGNMENT.

16. ADJUST EXISTING FENCE, POST, AND GATE LEAF AS

ASPHALT/GRAVEL EDGE.

15. GRAVEL OVERLAY BETWEEN NEW DRIVEWAY AND EXISTING

14. STOP SIGN R-1.

BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

13. EXISTING DOUBLE SWING GATE FOR TRUCK ACCESS SHALL

INSTALL SECURITY UPGRADES PER CS501/A1.

IN PAVEMENT AREAS, DISCONTINUE STONE BARRIER.

12. AT EXISTING VEHICLE SWING GATES AND FENCE LOCATED

PAVEMENT AREAS. SEE CS501/A8.

EXISTING SWING GATES AND FENCE LOCATED IN

ALONG BOTTOM OF EXISTING FENCE EXCEPT AT

BOTTOM OF EXISTING FENCE, INSTALL STONE BARRIER

11. TO ELIMINATE OUT-OF-COMPLIANCE OPENINGS ALONG

SURFACE EXISTING POV/EMPLOYEE PARKING LOT.

10. EXCAVATED GRAVEL MATERIALS MAY BE USED TO

9. EXISTING PERSONNEL GATE. DO NOT DISTURB.

8. NEW BOLLARD TYP. SEE CS501/E6.

7. NEW 12" WIDE PAINTED STOP BAR AND MARKING.

6. CONNECT NEW FENCE TO EXISTING.

5. NEW CHAIN-LINK SECURITY FENCE. SEE CS502, CS503.

SEE CS504.

4. NEW VERTICAL PIVOT TRUCK GATE BY OTHERS.

SEE CS504.

3. NEW FOUNDATION FOR TRUCK GATE BY OTHERS.

2. NEW GRAVEL DRIVEWAY. SEE CP501/E5.

1. NEW CONCRETE PAVEMENT. SEE CP501/E8.

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:49 AM 10/30/2020

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7. SEE SHEET CU102 FOR SITE UTILITY PLAN.

6. SEE SHEET CG102 FOR GRADING PLAN.

5. SEE SHEET CP501 FOR PAVEMENT DETAILS.

4. SEE SHEETS CS501-CS504 FOR SITE DETAILS.

3. SPOT COORDINATES ARE AT PAVEMENT EDGES.

OTHERWISE NOTED.

2. DIMENSIONS ARE MEASURED TO PAVEMENT EDGES UNLESS

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

TE

REINFORCED ODD SHAPED SLAB

THICKENED EDGE

TRANSVERSE CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE PAVEMENT

AGGREGATE PAVEMENT

NECESSARY TO MATCH NEW FENCE ALIGNMENT.

16. ADJUST EXISTING FENCE, POST, AND GATE LEAF AS

ASPHALT/GRAVEL EDGE.

15. GRAVEL OVERLAY BETWEEN NEW DRIVEWAY AND EXISTING

14. STOP SIGN R-1.

BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

13. EXISTING DOUBLE SWING GATE FOR TRUCK ACCESS SHALL

INSTALL SECURITY UPGRADES PER CS501/A1.

IN PAVEMENT AREAS, DISCONTINUE STONE BARRIER.

12. AT EXISTING VEHICLE SWING GATES AND FENCE LOCATED

PAVEMENT AREAS. SEE CS501/A8.

EXISTING SWING GATES AND FENCE LOCATED IN

ALONG BOTTOM OF EXISTING FENCE EXCEPT AT

BOTTOM OF EXISTING FENCE, INSTALL STONE BARRIER

11. TO ELIMINATE OUT-OF-COMPLIANCE OPENINGS ALONG

SURFACE EXISTING POV/EMPLOYEE PARKING LOT.

10. EXCAVATED GRAVEL MATERIALS MAY BE USED TO

9. EXISTING PERSONNEL GATE. DO NOT DISTURB.

8. NEW BOLLARD TYP. SEE CS501/E6.

7. NEW 12" WIDE PAINTED STOP BAR AND MARKING.

6. CONNECT NEW FENCE TO EXISTING.

5. NEW CHAIN-LINK SECURITY FENCE. SEE CS502, CS503.

SEE CS504.

4. NEW VERTICAL PIVOT TRUCK GATE BY OTHERS.

SEE CS504.

3. NEW FOUNDATION FOR TRUCK GATE BY OTHERS.

2. NEW GRAVEL DRIVEWAY. SEE CP501/E5.

1. NEW CONCRETE PAVEMENT. SEE CP501/E8.

11 1112

(GATE)

(GATE)

(FENCE)

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:50 AM 10/30/2020

...\CIVIL\145870 - Outlet Works\CAD_BIM\CAD_BIM\03_Sheets\481350_CS104xxx.dgn

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SECURITY FENCE

CONTRACTOR WORK LIMITS

R

7. SEE SHEET CU102 FOR SITE UTILITY PLAN.

6. SEE SHEET CG102 FOR GRADING PLAN.

5. SEE SHEET CP501 FOR PAVEMENT DETAILS.

4. SEE SHEETS CS501-CS504 FOR SITE DETAILS.

3. SPOT COORDINATES ARE AT PAVEMENT EDGES.

OTHERWISE NOTED.

2. DIMENSIONS ARE MEASURED TO PAVEMENT EDGES UNLESS

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

TE

REINFORCED ODD SHAPED SLAB

THICKENED EDGE

TRANSVERSE CONTRACTION JOINT

CONSTRUCTION JOINT

CONCRETE PAVEMENT

AGGREGATE PAVEMENT

NECESSARY TO MATCH NEW FENCE ALIGNMENT.

16. ADJUST EXISTING FENCE, POST, AND GATE LEAF AS

ASPHALT/GRAVEL EDGE.

15. GRAVEL OVERLAY BETWEEN NEW DRIVEWAY AND EXISTING

14. STOP SIGN R-1.

BE PADLOCKED AFTER CONSTRUCTION COMPLETION.

13. EXISTING DOUBLE SWING GATE FOR TRUCK ACCESS SHALL

INSTALL SECURITY UPGRADES PER CS501/A1.

IN PAVEMENT AREAS, DISCONTINUE STONE BARRIER.

12. AT EXISTING VEHICLE SWING GATES AND FENCE LOCATED

PAVEMENT AREAS. SEE CS501/A8.

EXISTING SWING GATES AND FENCE LOCATED IN

ALONG BOTTOM OF EXISTING FENCE EXCEPT AT

BOTTOM OF EXISTING FENCE, INSTALL STONE BARRIER

11. TO ELIMINATE OUT-OF-COMPLIANCE OPENINGS ALONG

SURFACE EXISTING POV/EMPLOYEE PARKING LOT.

10. EXCAVATED GRAVEL MATERIALS MAY BE USED TO

9. EXISTING PERSONNEL GATE. DO NOT DISTURB.

8. NEW BOLLARD TYP. SEE CS501/E6.

7. NEW 12" WIDE PAINTED STOP BAR AND MARKING.

6. CONNECT NEW FENCE TO EXISTING.

5. NEW CHAIN-LINK SECURITY FENCE. SEE CS502, CS503.

SEE CS504.

4. NEW VERTICAL PIVOT TRUCK GATE BY OTHERS.

SEE CS504.

3. NEW FOUNDATION FOR TRUCK GATE BY OTHERS.

2. NEW GRAVEL DRIVEWAY. SEE CP501/E5.

1. NEW CONCRETE PAVEMENT. SEE CP501/E8.

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:52 AM 10/30/2020

...\CIVIL\145870 - Outlet Works\CAD_BIM\CAD_BIM\03_Sheets\481350_CS105xxx.dgn

CS105A1

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BREAK-AWAY DETAIL

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BOLT W/HEX NUT

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" SQ. 4

AND PIPE)

TRAFFIC YELLOW, CAP

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THICKNESS.

MATCH THE PAVEMENT

JOINT MATERIAL HEIGHT SHALL

PAVEMENT. EXPANSION

IS INSTALLED IN CONCRETE

JOINT MATERIAL IF BOLLARD

PROVIDE 1/2" EXPANSION

A8

NTS

STONE BARRIER

XXX

X X X

XXX

XXXX

X

X

X X X

XXX

X

FENCE POST

GROUND LINE

CHAIN-LINK FABRIC

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x

A1

NTS

FENCE

BOTTOM OF

DOME

1 1/2" H. CONCRETE

CROWN

18" DIA. MIN. CONCRETE

BOLLARD DETAIL

GAP EXCEEDS 2"

ALONG EXISTING FENCELINE WHERE

INSTALL CONTINUOUS RIPRAP BARRIER

RIPRAP. 18" MIN. BASE WIDTH

MASS OF INDOT REVETMENT

CLEAN, PERMEABLE, CONTINUOUS

GALVANIZED.

CONFORM TO ASTM A53, TYPE E OR S,

: STEEL PIPE FOR BOLLARDS SHALL NOTE

LEAF

GROUND LINE

EXISTING > 2"

OPENING DISTANCE TO 2" MAX.

AS NECESSARY TO REDUCE EXCESSIVE

INSTALL NEW GATE/FENCE COMPONENTS

MATERIALS (BRACES, PLATE, FABRIC, ETC.).

ELEMENTS, INCLUDING INSTALLATION OF ADDITIONAL

NECESSITATE ADJUSTMENTS TO HINGES OR OTHER

EXCESSIVE GAPS (>3") BETWEEN GATE LEAFS MAY ALSO

ELEVATION ELEVATION

FENCE SECURITY UPGRADE NOTES:

1. WHERE A CONTINUOUS STONE BARRIER IS INFEASIBLE OR INSAFE DUE

TO PRESENCE OF PAVEMENT OR PROXIMITY TO ROADWAYS AS

IDENTIFIED ON THE SITE PLAN OR BY THE USER, CONTRACTOR SHALL

FABRICATE AND INSTALL NEW FENCE COMPONENTS (FABRIC, BOTTOM

RAILS, BAR, ETC.), AND MAKE ADJUSTMENTS AS NECESSARY TO

ELIMINATE EXCESSIVE OPENINGS ALONG THE BOTTOM OF FENCE OR

GATE.

2. THE FINISHED MEASUREMENT BETWEEN THE BOTTOM OF THE

EXISTING FENCE AND GROUNDLINE SHALL BE NO GREATER THAN 2".

3. ADJUSTMENTS OR MODIFICATIONS OF GATES SHALL NOT PRECLUDE

OR REDUCE FULL OPEN AND CLOSURE OPERABILITY.

4. PRIOR TO ORDERING MATERIALS, SUBMIT SHOP DRAWINGS OF ALL

FENCE AND GATE SECURITY UPGRADE MEASURES TO THE COR

AND USER FOR APPROVAL. REFER TO SECTION 32 31 13.53.

GATE/FENCE SECURITY UPGRADE

EXISTING

GATE

EXISTING

GATE

EXISTING

FENCE

EXISTING

FENCE EXISTING

FENCE

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:53 AM 10/30/2020

...\CIVIL\145870 - Outlet Works\CAD_BIM\CAD_BIM\03_Sheets\481350_CS501xxx.dgn

CS501

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CORNER OR END POSTS

LINE POST DETAILS

TYPICAL FENCE AND CORNER PANEL ELEVATION TYPICAL FENCE AND BRACED PANEL ELEVATION

TYPICAL 3 STRAND BARBED WIRE AND SINGLE EXTENSION ARM CONFIGURATION

BRACE RAILS

3/8" DIA TRUSS ROD

LINE POST

CHAIN LINK FENCE FABRIC

POST CAP

TOP RAIL

POST CAP

OR PULL POST

CORNER, END,

TENSION WIRE

TOP RAILS AND POSTS

TIE WIRES (TYP) ALONG

POST DIAMETER (TYP UON)

DIAMETER OF FOOTING SHALL BE 4X

PROVIDE CONCRETE FOOTING.

FINISH GRADE

BRACE RAILS

RAILS AND POSTS

TIE WIRES (TYP) ALONG TOP

3/8" DIA TRUSS ROD

POST DIAMETER (TYP UON)

DIAMETER OF FOOTING SHALL BE 4X

PROVIDE CONCRETE FOOTING.

BRACE RAIL

BOLT AND NUT

PLAN

ELEVATION

ELEVATION - ROUND POST ELEVATION - "H" POST ELEVATION - ROUND POST ELEVATION - "H" POST BOTTOM RAIL OPTION

PLAN - "H" POSTPLAN - ROUND POST

ELEVATION

TOP OR BRACE RAIL ATTACHMENT

BOLT W/ HEX NUT

5/16" [8MM] Ø

FITTINGS NOTES:

1. METRIC DIMENSIONS

ARE NOMINAL EQUIVALENTS

TO U.S. DIMENSIONS.

2. ALL FITTINGS MATERIAL

SHALL BE AS SPECIFIED.

BRACE OR BOTTOM RAIL

RAIL END W/ OFFSET LUG

BRACE BAND

FABRIC BAND

TENSION OR

TENSION BAR

CORNER OR END OR GATE POST

TURNBUCKLE

TRUSS ROD

BOLT W/ HEX NUT

5/16" [8MM] Ø

BRACE OR BOTTOM RAIL

TRUSS ROD ATTACHMENT

RAIL END W/ ALTERNATE

BRACE BAND

RAIL END W/ OFFSET LUG

ROUND LINE POST

BRACE BAND

BRACE OR BOTTOM RAIL

"H" POST

PLAN - "H" POSTPLAN - ROUND POST

BOTTOM OF FABRIC)

WITHIN 4" FROM TOP AND

(15" O.C. MAX. AND

9-GAGE STEEL TIE WIRE

FENCE FABRIC

(2'-0" O.C. MAX.)

9-GAGE STEEL TIE WIRES

T & B

SELVAGE

T W

IS

T

BOTTOM OF FABRIC)

WITHIN 4" FROM TOP AND

(15" O.C. MAX. AND

9-GAGE STEEL TIE WIRE

FENCE FABRIC

SECURE SIDE

3/8" DIA CARRIAGE BOLT

FENCE

LINE POST

BOTTOM RAIL

1" TO BOTTOM

OF FABRIC

(FOR EXISTING ONLY)

A1

NTS

FENCE DETAILS

0" CLEAR.

SEE PANEL NOTE 2

0" CLEAR.

SEE PANEL NOTE 2

PANEL NOTES:

1. FOR EXISTING FENCE REHABILITATION WHERE INDICATED, A BOTTOM RAIL CAN BE ADDED FOR

SECURITY SUCH THAT THE CLEARANCE FROM SOLID GROUND TO THE BOTTOM OF FABRIC IS 2".

HARDWARE SHALL BE WELDED OR SHOT NAILED TO POSTS AND RAILS IN ORDER TO SECURE IN PLACE.

ATTACH FABRIC TO NEW BOTTOM RAIL TO ELIMINATE POSSIBILITY OF CREELING FABRIC.

2. FOR NEW FENCE INSTALLATION, THE BOTTOM OF FABRIC SHALL BE EMBEDDED 2" MINIMUM

INTO SOLID GROUND.

3. SOME LOCATIONS MAY REQUIRE +8' OF FABRIC.

4. REFER TO SECTION 32 31 13.53.

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:54 AM 10/30/2020

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CS502

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2'-1 1/32"

8 17/32"

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SINGLE EXTENSION ARM DETAILS

GROUNDING DETAIL

WITH GROUND CLAMP

ATTACH TO METAL FENCE POST FENCE POSTCLAMP

COPPER WIRE

#8 AWG SOLID

STEEL GROUND ROD

3/4" DIA COPPER-CLAD

FITTING OF BRONZE.

OR APPROVED CLAMP-TYPE

MOLDED EXOTHERMIC WELD

STRAND (TYP)

BARBED WIRE

STRAND (TYP)

BARBED WIRE

ARM (TYP)

CUT IN BARDWIRE

LOCK PIN OR Z

ARM (TYP)

CUT IN BARDWIRE

LOCK PIN OR Z

REVET (TYP)

STRUCTURAL BLIND

1/4" LARGE FLANGE

REVET (TYP)

STRUCTURAL BLIND

1/4" LARGE FLANGE

LINE POST

GROUND IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS

A1

NTS

FENCE DETAILS

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:55 AM 10/30/2020

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

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US Army Corps

U .S

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XXX-XXXX

A1

NTS

VERTICAL PIVOT TRUCK GATE

GATE NOTES:

1. VERTICAL PIVOT GATE PROVIDED AND INSTALLED BY OTHERS.

GATE DETAILS PROVIDED FOR INFORMATION.

2. CONTRACTOR SHALL COORDINATE NEW DRIVEWAY AND FENCE

CONSTRUCTION WITH GATE.

LRL_Screen.dscriptLRL_pdf.pltcfg11:41:56 AM 10/30/2020

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6.

IN

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IN

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IN

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OAD TRACK

ABANDONED RAILR

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IN

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LOADING DOCK LOADING DOCK

DOOR 5

N 1330968.6600

E 3019828.1700

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SHEET KEYNOTES

SECURITY FENCE

CONTRACTOR WORK LIMITS

OUTLET PROTECTION

HW 1-1 HEADWALL

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CULVERT PIPE

STORM DRAIN

LEGEND

3. SEE SHEET CU102 FOR SITE UTILITY PLAN.

2. SEE SHEET CG102 FOR DRAIANGE DETAILS.

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

4. EDGE OF EXISTING ASPHALT.

3. NEW OUTLET PROTECTION. SEE GC501/A1.

CONNECT TO EXISTING STORM PIPE.

2. NEW HEADWALL. SEE CG501/A5.

1. MATCH EDGE OF PAVEMENT.

STO

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HW 1-1

I.E.= 739.12

HW 2-1

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12'x24'

MIN. 2

742.92 742.92

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743.64

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744.56

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744.62

744.65

744.66

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744.66

744.56

744.67

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744.83

LRL_Screen.dscriptLRL_pdf.pltcfg11:42:05 AM 10/30/2020

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CONTRACTOR WORK LIMITS

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HW 1-1 HEADWALL

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CULVERT PIPE

STORM DRAIN

LEGEND

3. SEE SHEET CU102 FOR SITE UTILITY PLAN.

2. SEE SHEET CG102 FOR DRAIANGE DETAILS.

1. UNIT OF MEASURE IS U.S. SURVEY FEET.

4. EDGE OF EXISTING ASPHALT.

3. NEW OUTLET PROTECTION. SEE GC501/A1.

CONNECT TO EXISTING STORM PIPE.

2. NEW HEADWALL. SEE CG501/A5.

1. MATCH EDGE OF PAVEMENT.

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ARIMS: 200A Disposition: Maintain for 15yrs after construction

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12" CMP

EX. STORM12" CMP

EX. CULVERT

REMOVE

SEWER

EX. 8" SANITARY

APPROX. LOC.

EX. 8" WATERLINE

START CONCRETE.

ASPHALT PAVEMENT.

EDGE OF HWY 331

BY OTHERS

NEW TRUCK GATE

S O

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CERTIFIED…