PROJECT_PLANS_W912P6-17-B-0007-113990-CalStorage_BldGCertifiedRGB.pdf

PDF 14 MB Posted Aug 1, 2017

Attached to: CALUMET HARBOR BOAT AND STORAGE BUILDING -AMENDMENT 0001
Solicitation number: W912P617B0007
Issued by: Department of the Army Corps of Engineers Engineering District Chicago

About this file

From the source

THIS FILE CONTAINS THE PROJECT PLANS

View the file

Other files

File	Type	Posted
AMENDMENT_0003_W912P617B0007.pdf	PDF	Aug 30, 2017
AMENDMENT_0002_W912P617B0007_CAL_HARBOR_BLDG.pdf	PDF	Aug 28, 2017
USACE_RESPONSES_TO_CONTRACTORS_INQUIRIES.pdf	PDF	Aug 25, 2017
AMENDMENT_0001_CALUMET_BLDG_W912P617B0007_inclusive_of_specs-RGB.pdf	PDF	Aug 16, 2017
IFB_W912P6-17-B-0007_CAL_HARBOR_BLDG.pdf	PDF	Aug 1, 2017

On GovTribe

Work with this file

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

Try for free Login

Text version

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

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

SHEET INDEX

NN NN

LOCATION MAP VICINITY MAP

(N.T.S.) (N.T.S.)

PROJECT MANAGER

CHIEF, DESIGN BRANCH

DATE

DATEDATE

ALL DRAWINGS IN THIS SET.

INDICATE OFFICIAL RECOMMENDATION OF

REQUIRED BY ER 1110-1-8152. SIGNATURES

THE SCOPE OF THEIR EMPLOYMENT AS

ON THESE PROJECT DOCUMENTS WITHIN

TION DESIGNATIONS OF INDIVIDUALS APPEAR

INITIALS OR SIGNATURES AND REGISTRA-

CHICAGO DISTRICT CORPS OF ENGINEERS. THE

THIS PROJECT WAS DESIGNED BY THE

DRAWINGS CONTAINED IN THE SHEET INDEX.

RECOMMENDATION AND APPROVAL FOR ALL

SIGNATURE AFFIXED BELOW INDICATE OFFICAL

REVIEWED BY:

APPROVED BY:

APPROVAL RECOMMENDED BY:

ATR TEAM LEADER

/S/ of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

CHICAGO DISTRICT

CHICAGO, ILLINOIS

STORAGE BUILDING

CALUMET HARBOR AND RIVER

pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Calumet Harbor and River/Calumet Harbor and River Storage Building/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/C

Plot D 20-JUL-2017 14:23 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

C H

A G

O D

T R

A N

S I

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

G-001

L E

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P .E

-S

E N

A M

P R

O J E

C T C

O D

PROJECT AREA

L E S

H E

E T L

O C

A T

N A

N D

Y M

A P

W912P6-17-B-0007

R A

N A M

R A P .E

WAIVED

FINAL

W P -1

-B -0

-S

G -0

.d g n

J U

L Y

JULY 2017

ELECTRICAL DEMOLITIONED10126.

LIGHTING SCHEDULES (SHEET 2 OF 2)E-10425.

LIGHTING SCHEDULES (SHEET 1 OF 2)E-10324.

LIGHTING PLANE-10223.

POWER PLANE-10122.

SCHEDULESM-60121.

BATHROOM ELEVATIONM-20220.

MECHANICAL ROOM ELEVATIONM-20119.

HVAC DUCT WORK LAYOUTM-10218.

MECHANICAL ROOM FLOOR PLANM-10117.

PLUMBING DETAILSP-50116.

PLUMBING LAYOUTP-10115.

MODIFIED JERSEY BARRIER AND CHAIN-LINK SECURITY FENCE AND GATE (SHEET 2 OF 2)CS50514.

MODIFIED JERSEY BARRIER AND CHAIN-LINK SECURITY FENCE AND GATE (SHEET 1 OF 2)CS50413.

STANDARD SECURITY FENCE AND GATE DETAILS (SHHET 3 OF 3)CS50312.

STANDARD SECURITY FENCE AND GATE DETAILS (SHEET 2 OF 3)CS50211.

STANDARD SECURITY FENCE AND GATE DETAILS (SHEET 1 OF 3)CS50110.

CONSTRUCTION DETAILSC-501 9.

STORAGE BUILDING CONCEPTUAL LAYOUT (SHEET 2 OF 2)C-105 8.

STORAGE BUILDING CONCEPTUAL LAYOUT (SHEET 1 OF 2)C-104 7.

STORAGE BUILDING SITE PLAN (SHEET 2 OF 2)C-103 6.

STORAGE BUILDING SITE PLAN (SHEET 1 OF 2)C-102 5.

WORK LIMITS AND OVERALL SITE PLAN OF EXISTING STRUCTURESC-101 4.

SURVEY CONTROL INFORMATIONV-001 3.

SHEET INDEX, LEGEND, ABBREVIATIONS AND GENERAL NOTESG-002 2.

TITLE SHEET, LOCATION AND VICINITY MAPSG-001 1.

REFERENCENUMBER

TITLE SHEET SHEET

CERTIFIED FINAL DOCUMENTS - RTA W912P6-17-B-0007

MIKE NGUYEN, P.E. 21 JULY 2017

JOSEPH SCHMIDT, P.E. 21 JULY 2017

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

GENERAL NOTES

LEGEND

WATER MANHOLE

FENCE

WORK LIMITS

STANDARD ABBREVIATIONS

PATTERNS

GUY WIRE

TELEPHONE LINE

LINE STYLES

SYMBOLS

VERT./HORIZ. ALIGNMENT ABBREVIATIONS

STORM DRAIN

SANITARY WASTE

EDGE OF WATER

EXISTING CONTOUR-11

UNDISTURBED EARTH

CRUSHED ROCK GRAVEL

CONCRETE

X# SCALE:

DRAWING AREA TITLE

ELECTRICAL PRIMARY

ELECTRICAL SECONDARY

G-002

L E

G E

N D

A B

B R

E V

N S A

N D

G E

N E

R A

L N

O T

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

-S

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

FINAL

Plot D 20-JUL-2017 12:11 MicroStation

DRAWING AREA TITLE INDICATOR

GRID LETTER/NUMBER

E N

A M

P R

O J E

C T C

O D

R A

N A M

R A P .E

LIGHT POLE

POWER POLE

J U

L Y

MANHOLE

TRANSFORMER

HORIZONTAL & VERTICAL CONTROL POINT

HORIZONTAL CONTROL POINT

LENGTHL

RADIUSR

CENTER OF CURVATURECC

POINT OF CURVATUREPC

POINT OF ELEVATIONPI

MAG NAIL

BOLLARDBOREHOLE

SHEET PILE

DOOR LIGHT

RIPRAP

MODULAR FENCE

GOVERNMENT AT THE PROPOSED MATERIAL STOCKPILE AREA SHOWN ON SHEET C-103.

SERVICE POLE ALL OTHER EXCAVATED MATERIAL SHALL BE STOCKPILED AS DIRECTED BY THE

BUILDING, FOUNDATIONS, PAVEMENTS, AND THE 36-INCH DIAMETER TREE, AND AN ELECTRIC -

5. EXCLUDING MATERIALS ASSOCIATED WITH THE DEMOLITION AND DISPOSAL OF THE EXISTING

OR OTHER FEATURES.

ARE IN POTENTIAL CONFLICT WITH THE WORK, AND MAINTAIN ADEQUATE DISTANCE FROM UTILITIES

4. CONTRACTOR SHALL FIELD VERIFY LOCATION OF UTILITIES OR FEATURES THAT CONFLICT WITH OR

MANUFACTURERS RECOMMENDATIONS AND AS APPROVED BY THE GOVERNMENT.

3. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH

FENCE LINE.

2. SERVICES OF A REGISTERED LAND SURVEYOR ARE REQUIRED FOR LAYOUT OF WORK LIMITS AND

1. THE CONTRACTOR SHALL PERFORM ALL WORK WITHIN THE SPECIFIED WORK LIMITS.

SECURITY LIGHT

CCTV

WALL PACK LIGHT FIXTURE ON A MOTION SENSORWPM

WALL PACK LIGHT FIXTURE WP

MAGNETIC SENSOR MS

GLASS BREAK SENSOR GB

ELECTRO-MECHANICAL DOOR LOCK/STRIKEEDL

CEILING FAN

-S

G -0

.d g n

TRANSFORMER

LED EXIT SIGN WITH BATTERY BACK UP

LIGHT FIXTURE WITH BATTERY

LEC WALL MOUNT EMERGENCY (EM)

LIGHT FIXTURE (INTERIOR)

WALL MOUNT LIGHT FIXTURE (EXTERIOR)

DISCONNET SWITCH

TRANSFORMER, DRT TYPE

JUNCTION BOX

JUNCTION BOX -TO ELECTRICAL ROOM

JUNCTION BOX - TO LIGHTING PANEL

SPECIAL PURPOSE OUTLET

TOGGLE SWITCH (NEMA WD1, UL20)

HEAVY DUTY (UL 498)

OUTLET 125V, 20A (NEMA 5-20R)

MOISTURE RESISTANT THERMOSTAT INSULATIONXHHW

WORK LIMITWL

WEATHER PROOFWP

VOLTS, VOLTAGEV

TYPICALTYP.

MOISTURE AND HEAT-RESISTANT THERMOPLASTIC INSULATIONTHWN

HEAT-RESISTANT THERMOPLASTIC INSULATIONTHHN

TRANSFORMERT

POLYVINYL CHLORIDEPVC

NOT TO SCALENTS

NATIONAL GEODETIC SURVEYNGS

NATIONAL FIRE PROTECTION ASSOCIATIONNFPA

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONNEMA

NATIONAL ELECTRICAL CODENEC

NORTH AMERICAN VERTICAL DATUM OF 1988NAVD88

NORTH AMERICAN DATUM OF 1983NAD83

MINIMUMMIN

MAIN DISTRIBUTION PANELMDP

MAIN CIRCUIT BREAKERMCB

MAXIMUMMAX

METER (ELECTRIC REVENUE METER)M

LIGHTING PANELLP

KILO VOLT AMPEREKVA

JUNCTION BOXJ

INTERNET SERVICE PROVIDERISP

ILLINOIS DEPARTMENT OF TRANSPORTATIONIDOT

HAND-HOLEHH

GROUND FAULT CIRCUIT INTERRUPTERGFI, GFCI

ELEVATIONELEV

DIAMETERDIA.

CONDUITC

AMPS, AMPEREA

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army CorpsNAVD88

IL EAST NAD83 STATEPLANE COORDINATES

HORIZONTAL & VERTICAL CONTROL POINTS

POINT

EASTING (X)

DESCRIPTION

ELEV. ELEV.

NORTHING (Y)

GENERAL NOTES

N pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Calumet Harbor and River/Calumet Harbor and River Storage Building/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/C

Plot D 20-JUL-2017 12:14 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

FINAL

V-001

S U

R V

E Y C

O N

T R

O L I

N F

O R

M A

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

-S

V -0

.d g n

E N

A M

P R

O J E

C T C

O D

J U

L Y

AE9231, ME2189.

4. ALL HORIZONTAL AND VERTICAL CONTROL POINTS ARE REFERENCED TO NGS MONUMNETS ME1966, (NAVD88) U.S. FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

EAST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83) U.S. FEET.

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE ILLINOIS STATE PLANE COORDINATE SYSTEM, CONDITIONS AT THE TIME OF BIDDING, AND INCLUDE COST ACCORDINGLY IN THE BID.

SHOWN. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ASSESS THE EXISTING

THAT TIME. EXISTING CONDITIONS DURING CONSTRUCTION MAY VARY AND DIFFER FROM THOSE

PERFORMED BY THE U.S. ARMY CORPS OF ENGINEERS AND REPRESENT CONDITIONS EXISTING AT

1. THE SURVEY CONDITIONS SHOWN ON THESE DRAWINGS ARE FROM A JULY 2016 SURVEY

R A

N A M

R A P .E

100' 200'0

ME1966

AE9231

CALUM

VER

METAL ROD584.371,201,121.091,845,254.13ME2189

BRASS DISC585.061,201,224.691,845,145.56AE9231

BRASS DISC587.171,201,355.781,845,171.92ME1966

ME2189

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

GENERAL NOTES

WORK LIMIT POINTS

Plot D 20-JUL-2017 12:18 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

C-101

W O

R K L

S A

N D

L E

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

P R

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

-S

SITE PLAN

SCALE: 1" = 30'

30' 60'0

WORKLIMIT LINE

WL01

WL02

CALUMET RIVER

O V

E R

A L L S

E P

L A

N O

E X

G S

T R

U C

T U

R E

WL07

WL03

WL04

WL05

WL06

1,201,133.821,845,290.40 WL07

1,201,243.661,845,096.81 WL06

1,201,328.361,845,144.26 WL05

1,201,328.981,845,155.59 WL04

1,201,281.541,845,235.16 WL03

1,201,179.371,845,418.49 WL02

1,201,093.291,845,367.92 WL01

EASTING NORTHINGPOINT No.

STAGING AREA

PROPOSED HOLDING TANK

WASTE WATER

PROPOSED

BUILDING 50'X80'

STORAGE

PROPOSED

STOCK PILE AREA

PROPOSED MATERIAL

WORKLIMIT LINE

FINAL

J U

L Y

-S

C -1

.d g n

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

GENERAL NOTES

COORDINATES

WORKLIMITS

pw:\\COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil\Documents\Projects\Calumet Harbor and River\Calumet Harbor and River Storage Building\30000 - Preconstruction Engineering and Design\30AA0 Engineering and Design\Drawings\C h6tecdb9 7/24/2017 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

FINAL

C-102

S T

O R

A G

B U

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

-S

STAGING AREA

PROPOSED

M A

T C

H L

E T

O S

H E

E T C -1

FENCING (9 FT HEIGHT)

PROPOSED PERMANENT

FENCING (9 FT HEIGHT)

PROPOSED PERMANENT

BOLLARDS

PROPOSED

BUILDING 50'x80'

PROPOSED STORAGE

FENCING (9 FT HEIGHT)

PROPOSED PERMANENT

E N

N A

L S

E P

L A

N S

H E

E T O

SITE PLAN

SCALE: 1" = 10' 10' 20'0

J U

L Y

CH-16-01

BOREHOLE

CH-16-02

BOREHOLE

ACCESS ROAD

PROPOSED

EDGE OF

WITH TRANSFORMER

POWER POLE

EXISTING

CH-16-03

BOREHOLE

(SEE NOTE 9)

CONDUIT

EXISTING

P01

P02

P03 P04

P05

P06 P07

P08

P10

P09 P12

P11

F07

F06

F05

P14 P15

P16P13

(SEE NOTE 11)

20' WIDE

SLIDE GATE

DOUBLE WIDE

PROPOSED

(SEE NOTES 10 AND 11)

LIGHT POLE

EXISTING

POLE (SEE NOTES 11 AND 12)

PROPOSED NEW LIGHT

GRAVEL EDGE

PROPOSED

EDGE OF

1,201,239.001,845,105.20F08

1,201,093.641,845,367.82F07

1,201,179.151,845,417.83F06

1,201,221.571,845,340.39F05

1,201,292.041,845,217.03F04

1,201,278.391,845,209.88F03

1,201,306.961,845,163.96F02

1,201,230.801,845,119.99F01

1,201,204.871,845,188.84P20

1,201,230.501,845,203.20P19

1,201,217.281,845,226.82P18

1,201,191.641,845,212.47P17

1,201,170.601,845,247.81P16

1,201,240.221,845,287.21P15

1,201,215.601,845,330.72P14

1,201,145.971,845,291.33P13

1,201,176.941,845,217.03P12

1,201,263.241,845,265.66P11

1,201,209.241,845,361.49P10

1,201,122.941,845,312.87P09

1,201,197.171,845,354.92P08

1,201,208.891,845,361.62P07

1,201,209.191,845,373.34P06

1,201,190.471,845,366.64P05

1,201,125.721,845,320.40P04

1,201,147.881,845,333.49P03

1,201,125.601,845,371.20P02

1,201,103.441,845,358.11P01

EASTING NORTHING POINT No.

PROPOSED FEATURES

PROPOSED MAN GATE 4' WIDE

(9 FT HEIGHT AND 10' LENGTH)

PROPOSED PERMANENT FENCING

HOLDING TANK

WASTE WATER

PROPOSED

(10.5 FT HEIGHT AND APPROX. 88 FT LENGTH)

PROPOSED MODULAR FENCING

EXISTING GUYWIRE SECURITY LIGHT AND CCTV (SEE NOTE 11)

CCTV (SEE NOTE 11)

SECURITY LIGHT AND

NOTE 14)

(SEE

SHED

EXISTING

BOLLARDS

PROPOSED

PROPOSED BOLLARDS

-S

C -1

.d g n

MAG NAIL

THE ACCESS ROAD WILL HAVE A 1% CROWN.

SLOPE PROCEDING FROM THE BASE OF THE FOUNDATION SLAB OUTWARD.

16. GRAVEL PAVEMENT AROUND THE BUILDING SHALL BE GRADED WITH A 1%

GRADE.

INCHES ABOVE FINAL GRADE & THE APRONS SHALL BE SLOPED TO MEET

15. TOP OF CONCRETE SLAB FOUNDATION SHALL BE AT LEAST FOUR (4)

PREFABRICATED BUILDING DOOR.

MODEL EXTERIOR WALL-MOUNTED LIGHTING TO BE INSTALLED OVER EACH

14. REPLACE EXISTING WALL-MOUNTED LIGHT ON EXISTING SHED WITH SAME

AUTHORIZED BY THE GOVERNMENT.

13. FINAL PLACEMENT OF ALL SECURITY MEASURES SHALL BE AT LOCATIONS

12. INSTALL 15FT HIGH METAL POLE WITH 75 YEAR LIFE EXPECTANCY.

00, SCOPE OF WORK.

11. DESIGN AND INSTALL SECURITY MEASURES AS SPECIFIED IN SECTION 01 11

THIS LIGHT POLE.

IS UNKNOWN. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF

10. THE LOCATION OF THE ELECTRIC CONDUIT FOR THE EXISTING LIGHT POLE

CONTRACTOR SHALL FIELD VERIFY ITS LOCATION.

9. THE LOCATION OF THE ELECTRIC CONDUIT IS APPROXIMATE. THE

8. SEE SHEET C-501 FOR BOLLARD AND GRAVEL DESIGN DETAILS.

BUILDING.

7. SEE SHEETS C-104 AND C-105 FOR ADDITIONAL SECURITY MEASURES FOR

LIGHT FIXTURES.

6. EACH EXISTING LIGHT POLE SHALL BE UPGRADED WITH NEW WIRING AND

ABOVE THE DOOR.

5. EACH EXTERIOR DOOR SHALL HAVE WALL-MOUNTED LIGHTING CENTERED

MOTION-SENSOR ACTIVATED WITH MANUAL OVERRIDE.

4. EXTERIOR STORAGE BUILDING SECURITY LIGHTING SHALL BE

DETAILS.

(1) FOOT-HIGH TOP GUARD. SEE SHEETS CS501 THRU CS505 FOR FENCING

MODULAR FENCE SHALL HAVE SEVEN (7) FOOT-HIGH WIRE MESH AND A ONE

JERSEY BARRIER AND CHAIN-LINK FENCE WITH DOUBLE TOP GUARDS. THE

(1) FOOT-HIGH TOP GUARD. THE SECOND FENCE SHALL BE A MODIFIED

CHAIN-LINK FENCE SHALL HAVE EIGHT (8) FOOT-HIGH WIRE MESH AND ONE

CHAIN-LINK FENCING WITH A DOUBLE TOP GUARD. EACH STANDARD

3. THERE SHALL BE TWO (2) TYPES FENCING. ONE SHALL BE STANDARD METAL

2. REFER TO SPECIFICATION SECTION 00 31 32.13 FOR BOREHOLE LOGS.

1. PROPOSED BUILDING LOCATION LAYOUT IS NOT TO SCALE.

BOLLARDS

PROPOSED

GENERAL NOTES

COORDINATES

F04

SEE NOTE 2

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Calumet Harbor and River/Calumet Harbor and River Storage Building/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/C

Plot D 20-JUL-2017 12:18 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

FINAL

C-103

S T

O R

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

-S

T C

H L

E T

O S

H E

E T C -1

AREA

STOCKPILE

MATERIAL

PROPOSED

AE9231

BUILDING

EXISTING

1" PIPE 2" RISER

3" PIPE 2" RISER

3" PIPE 39" RISER

3" PIPE 27" RISER

TRANSFOMER

ELECTRIC METER

EXISTING FENCING

CALUMET RIVER

WATER EDGE

FENCING (9 FT HEIGHT)

PROPOSED PERMANENT WORK LIMITS

(9 FT HEIGHT)

PERMANENT FENCING

PROPOSED

EXISTING SIGN

SITE PLAN

SCALE: 1" = 10' 10' 20'0

J U

L Y

TOP OF BANK

GRAVEL AREA

PROPOSED

EDGE OF

E P

L A

N S

H E

E T O

SHEET PILE

EXISTING

6" BOLLARD

EXISTING

6" BOLLARD

EXISTING

(MANUAL) 16' WIDE

WIDE SWING GATE

PROPOSED DOUBLE

1,201,239.001,845,105.20F08

1,201,093.641,845,367.82F07

1,201,179.151,845,417.83F06

1,201,221.571,845,340.39F05

1,201,292.041,845,217.03F04

1,201,278.391,845,209.88F03

1,201,306.961,845,163.96F02

1,201,230.801,845,119.99F01

1,201,204.871,845,188.84P20

1,201,230.501,845,203.20P19

1,201,217.281,845,226.82P18

1,201,191.641,845,212.47P17

1,201,170.601,845,247.81P16

1,201,240.221,845,287.21P15

1,201,215.601,845,330.72P14

1,201,145.971,845,291.33P13

1,201,176.941,845,217.03P12

1,201,263.241,845,265.66P11

1,201,209.241,845,361.49P10

1,201,122.941,845,312.87P09

1,201,197.171,845,354.92P08

1,201,208.891,845,361.62P07

1,201,209.191,845,373.34P06

1,201,190.471,845,366.64P05

1,201,125.721,845,320.40P04

1,201,147.881,845,333.49P03

1,201,125.601,845,371.20P02

1,201,103.441,845,358.11P01

EASTING NORTHING POINT No.

PROPOSED FEATURES

P12

P11

P17

P18 P19

P20

F02

F03

F01 F08

WATER LEVELS VARY

EXISTING BOAT SLIP

(SEE NOTES 3,5 AND 6)

EXISTING LIGHT POLE

(SEE NOTE 3, 5 AND 6)

EXISTING LIGHT POLE

(SEE NOTE 5 AND 6)

NEW LIGHT POLE

PROPOSED

4' WIDE

MAN GATE

PROPOSED

4' WIDE

MAN GATE

PROPOSED

CONCRETE PAD

EXISTING

A N

S I

D -S

C -1

.d g n

(9 FT HEIGHT)

PERMANENT FENCING

PROPOSED

SHEET PILE

EXISTING

AUTHORIZED BY THE GOVERNMENT.

7. FINAL PLACEMENT OF ALL SECURITY MEASURES SHALL BE AT LOCATIONS

6. INSTALL 15 FT HIGH METAL POLE WITH 75 YEAR LIFE EXPECTANCY.

00, SCOPE OF WORK.

5. DESIGN AND INSTALL SECURITY MEASURES AS SPECIFIED IN SECTION 01 11

FROM SHEET PILE WALL ON SOUTHEAST CORNER OF THE PROPERTY.

RIVER ON THE SOUTHERN END OF THE PROPERTY AND ONE (1) FOOT BACK

4. SET THE FENCE SIX (6) FEET BACK FROM SHEET PILE WALL ALONG THE

THESE LIGHT POLES.

IS UNKNOWN. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF

3. THE LOCATION OF THE ELECTRIC CONDUIT FOR THE EXISTING LIGHT POLES

SURFACE SHALL BE A TWO (2) INCHES.

MAXIMUM GAP BETWEEN THE BOTTOM OF THE FENCE AND GROUND

BETWEEN THE BOTTOM OF THE FENCE AND GROUND SURFACE. THE

AREA SHALL BE ADJUSTED, AS NECESSARY, IN ORDER TO MINIMIZE THE GAP

2. THE FINAL ALIGNMENT OF THE FENCE THAT TRAVERSES TO BOAT RAMP

1. SEE SHEETS CS-501 THRU CS-505 FOR FENCING DETAILS.

GENERAL NOTES

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

Plot D 20-JUL-2017 12:19 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

C-104

S T

O R

A G

E B

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

-S

C -1

.d g n

P R

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

C O

N C

E P

T U

R A

L L

A Y

O U

T S

H E

E T O

-S

STORAGE BUILDING

SCALE: NTS

MSMS

EDL

WPM

EDL

WPM

FLOODLIGHT AND CCTV

FINAL

J U

L Y

AUTHORIZED BY THE GOVERNMENT.

7. FINAL PLACEMENT OF ALL SECURITY MEASURES SHALL BE AT LOCATIONS

SCOPE OF WORK.

6. DESIGN AND INSTALL SECURITY MEASURES AS SPECIFIED IN SECTION 01 11 00,

5. SEE SHEET G-002 FOR SECURITY MEASURE SYMBOLS.

LEVEL. SEE SPECIFICATION 01 11 00 SECTION 2.2i FOR FURTHER DETAILS.

4. TOP OF SLAB ELEVATION SHALL BE AT LEAST FOUR (4) INCHES ABOVE GRADE

TO BE OF USE IN THE VEHICLE BAY AREA.

CONNECTION SHALL BE PROVIDED ON THE OUTSIDE WALL OF THE BATHROOM

AND THE THIRD SHALL BE A BATHROOM. A SLOP SINK WITH A HOSE

SERVE AS AN ELECTRICAL ROOM, ONE SHALL SERVE AS A MECHANICAL ROOM

CONSTRUCTED AS INDICATED IN THE SPECFICATIONS. ONE ROOM SHALL

THREE (3) ROOMS AS SHOWN ON THE PLANS. THE ROOMS SHALL BE

3. THE INTERIOR OF THE BUILDING SHALL CONSIST OF AN OPEN AREA AND

OVER THEM.

AND PEDESTRIAN DOOR SHALL HAVE A METAL RAIN DIVERTER INSTALLED

2. THE BUILDING SHELL SHALL NOT HAVE GUTTERS BUT EACH SERVICE DOOR

DOORS.

ROLLUP-DOORS, AND FOUR (4) FOUR-FOOT WIDE PEDESTRIAN ACCESS

HEIGHT, WITH FOUR (4) 12-FOOT WIDE BY 14-FOOT HIGH ELECTRIC-POWERED

SHALL BE 50-FEET WIDE BY 80-FEET LONG AND 18.5 FEET INTERIOR CLEAR

WEST END OF THE BUILDING SHALL BE A DRIVE-THRU BAY. THE BUILDING

ROOF AND THREE (3) VEHICLE BAYS. THE VEHICLE BAY LOCATED ON THE

1. THE STORAGE BUILDING WILL BE A ONE-STORY BUILDING WITH A PITCHED

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

GENERAL NOTES

WRAPPED AROUND THE PIPE, TYP.

1/2" THICK EXPANSION MATERIAL

(OR COMMERCIAL EQUIVALENT)

PIPE PAINTED HIGH VISIBILITY YELLOW PAINT

6" DIA. CONCRETE FILLED SCHEDULE 40 STEEL

D E

P T

1'-4"'

CONCRETE FILL, TYP.

GRAVEL FILL, TYP.

MOUND THE CONCRETE, TYP.

BUILDING BOLLARDS, TYP.

16'-0" 16'-0" 16'-0"

15'-7 1/2 "' 15'-7 1/2 "'4 1/2 "' 4 1/2 "'

80'-0"

WP WP WP

WPM

EDL

Plot D 20-JUL-2017 12:19 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

C-105

S T

O R

A G

E B

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

C O

N C

E P

T U

R A

L L

A Y

O U

T S

H E

E T O

-S

PLAN VIEW - STORAGE BUILDING

SCALE: 1" = 5' 0 5' 10'

LAVATORY

UTILITY BASIN

FLOOR DRAIN

TOILET

ELECTRIC WATER HEATER

INSTANTANEOUS

WPM

BATHROOM (SEE NOTE 11)

EDL

(SEE NOTE 11)

MECHNICAL ROOM

(SEE NOTE 8 AND SHEET C-102)

SECURITY LIGHT AND CCTV

(SEE NOTE 8 AND SHEET C-102)

SECURITY LIGHT AND CCTV

FINAL

C L O

F B

TRENCH DRAIN, TYP. TRENCH DRAIN, TYP. TRENCH DRAIN, TYP.

C105

BUILDING BOLLARD SECTION

NTS

BAY 1 BAY 2 BAY 3 BAY 4 BAY 5

S L

A B

HOLDING TANK.

12. FLOOR DRAINS SHALL CONNECT TO SANITARY LINE TO THE WASTE WATER

SUFFICIENT WORK SPACE.

11. SIZE MECHANICAL ROOM, BATHROOM AND ELECTRICAL ROOM TO PROVIDE

ONLY BE USED TO HELP VISUALIZE EXPECTATIONS.

CALCULATIONS SHALL BE BASED ON THIS DRAWING. THE DRAWING SHOULD

10. DRAWING PROVIDED IS ONLY A THEORETICAL EXAMPLE. NO DESIGN

AUTHORIZED BY THE GOVERNMENT.

9. FINAL PLACEMENT OF ALL SECURITY MEASURES SHALL BE AT LOCATIONS

00, SCOPE OF WORK.

8. DESIGN AND INSTALL SECURITY MEASURES AS SPECIFIED IN SECTION 01 11

7. SEE SHEET G-002 FOR SECURITY MEASURE SYMBOLS.

(CCTV) SYSTEM AS SPECIFIED IN SECTION 01 11 00, SCOPE OF WORK.

INTRUSION DETECTION SYSTEM (IDS), AND CLOSED-CIRCUIT TELEVISION

6. THE STORAGE BUILDING SHALL HAVE AN ACCESS CONTROL SYSTEM (ACS),

LIGHT FIXTURE SHALL BE PER GOVERNMENT APPROVAL.

5. MANUAL OVERRIDE SWITCH PLACEMENT FOR EACH EXTERNAL SECURITY

FIXTURES.

LOCATION AS NECESSARY TO AVOID MECHANICAL DUCTS AND LIGHT

SHALL BE INSTALLED IN EACH BAY AS SHOWN. ADJUST CEILING FAN

4. THE STORAGE BUILDING SHALL HAVE TEN (10) CEILING FANS. TWO (2) FANS

INSULATED DOOR SLATES, AND INTERIOR AND EXTERIOR WEATHER SEALS.

INCLUDE ONE (1) POWER GARAGE DOOR OPENER PER DOOR, HAVE

3. THE STORAGE BUILDING ROLLING SERVICE DOORS FEATURES SHALL

SANITARY SEWERS FOR FURTHER DETAILS.

WORK, SECTION 33 11 00, WATER DISTRIBUTION, AND SECTION 33 30 00,

DESIGN. SEE THE PLANS AND SPECIFICATION SECTION 01 11 00, SCOPE OF

FLOOR DRAINS, WATER LINES) SHALL BE INCORPORATED INTO A UNIFIED

2. ALL PLUMBING (E.G., BATHROOM FIXTURES, TRENCH DRAINS, LIGHT-DUTY

BE INSTALLED IN EACH VEHICLE BAY.

BATHROOM AND MECHANICAL ROOM. A HEAVY-DUTY TRENCH DRAIN SHALL

1. A CIRCULAR LIGHT-DUTY FLOOR DRAIN SHALL BE INSTALLED EACH THE

WITH THE SIDE OF THE OPENING, TYP.

LINE UP THE EDGE OF THE BOLLARD

JANITOR'S CLOSET

J U

L Y

-S

C -1

.d g n

FLOOR DRAIN

UTILITY SLOP SINK

CEILING FAN, TYP.

2 3 4 5 6

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

12" DEPTH

BASE COURSE (CA-53)

CRUSHED AGGREGATE

GEOTEXTILE FABRIC

EXISTING SUBGRADE

AGGREGATE (IDOT CA-6)

SURFACE COURSE

20'-0"

TOP OF GROUND

CONCRETE

MOUND

16"

(0R COMMERCIAL EQUIVALENT)

PIPE PAINTED HIGH VISIBILITY YELLOW PAINT

6" DIA. CONCRETE FILLED SCHEDULE 40 STEEL

GEOTEXTILE FABRIC

VARIES

GENERAL NOTES

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

C-501

C O

N S

T R

U C

N D

E T

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

-S

C -5

.d g n

P R

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

-S

SCALE: NTS

GRAVEL PAVEMENT - TYPICAL SECTION

SCALE: NTS

GRAVEL ACCESS ROAD - TYPICAL SECTION

FINAL

J U

L Y

SITE POST BOLLARD DETAIL

REQUIREMENTS.

5. REFER TO SPECIFICATION SECTION 01 57 20.01 03 FOR EROSION CONTROL

FOUNDATION ON ITS EASTERN AND WESTERN SIDES.

EXTEND OUT TO THE PROPERTY LIMITS FROM THE BUILDING’S CONCRETE

CONCRETE FOUNDATION ON ITS NORTHERN AND SOUTHERN SIDES; AND

GRAVEL PAVEMENT SHALL EXTEND 30 FEET OUT FROM THE BUILDING’S

REMOVED THE CONTRACTOR SHALL INSTALL GRAVEL PAVEMENT. THE

FOUNDATIONS AND ASPHALT AND GRAVEL PAVEMENTS HAVE BEEN

AS AN OPTION TO THIS CONTRACT. AFTER THE EXISTING CONCRETE

PAVEMENTS AT THE PROJECT SITE SHALL BE REMOVED AND DISPOSED OF

4. THE EXISTING CONCRETE FOUNDATIONS AND ASPHALT AND GRAVEL

PAVEMENT LAYOUT.

3. SEE SHEET C-102 FOR GRAVEL ACCESS ROAD ALIGNMENT AND GRAVEL

2. SEE SHEETS C-102 AND C-103 FOR PROPOSED BOLLARD LOCATIONS.

BY THE GOVERNMENT.

1. FINAL PLACEMENT OF ALL BOLLARDS SHALL BE AT LOCATIONS AUTHORIZED

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

ASSEMBLY

LATCH

GATE FRAME

ROD (TYP.)

3/8" DIA TRUSS

GATE FRAME

4'-0"

WIRE APRON

VERTICAL BARBED

(TYP.)

HINGE

M A

FOOTING (TYP.)

CONCRETE

12" DIA.

3'-0"

" 3

3'-0"

WIRE TIRES,

9 GAUGE

GROUT

NON-SHRINK

4" SLEEVE (TYP.)

BAR BANDS

STRETCHER

BRACE

8'-0" 8'-0"

THREE STRANDS BARBED WIRE

TYPICAL BRACE AND TRUSS WIRE PANEL

10'-0" MAXIMUM SPACING

3/16" X 3/4" MIN.

BAR BANDS

STRETCHER

WIRE TIES

9 GUAGE

(TYP)

CONCRETE FOOTING

12" DIAMETER

4" SLEEVE

CAP

2" MESH

CHAIN LINK FABRIC,

COATED GALVANIZED

9 GAUGE ZINC

GROUT

NON-SHRINK

HINGE

STRETCHER BAR

SHEET CS502

SEE DETAIL ON

SHEET CS502

SEE DETAIL ON

ON SHEET CS502

SEE DETAIL

BARBED WIRE

STRANDS OF

THREE

M A

(SEE TABLE THIS SHEET)

LINE POST (TYP)

GROUT

NON-SHRINK

BRACE

CAP

MAXIMUM SPACING

15° OR PULL POST AT 500'

DEFLECTION ANGLE EXCEEDS

WHEREVER HORIZONTAL

CORNER POST, LOCATED

STRETCHER BAR

BRACE

TOP AND BOTTOM OF FENCE

SPRING STEEL TENSION WIRE

7 GAUGE GALVANIZED COIL

TENSION WIRE

7 GAUGE

FOOTING (TYP.)

12" DIA. CONCRETE

1'-0"

ASSEMBLY

LATCH

BRACE

DOUBLE TOP GUARD

8'-0"

OF BARBED WIRE

THREE STRANDS

THIS SHEET)

(SEE TABLE ON

GATE POST

3/16" X 3/4" MIN.

STRETCHER BAR

BAR BANDS

STRETCHER

BRACE

M A

BRACE

1'-0"

CHAIN LINK FABRIC

GALVANIZED

9 GAUGE ZINC COATED

(TYPICAL)

WATERTIGHT CAP

TABLE THIS PAGE)

GATE POST (SEE

GATE FRAME

STRETCHER BAR BANDS

HINGE

CAP

8'-0"

WITH TURNBUCKLE

3/8" DIA. TRUSS ROD

STEEL 3/16" X 3/4" MIN.

STRETCHER BAR

Plot D 20-JUL-2017 12:19 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

CS501

S T

A N

D A

R D S

E C

U R

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

-S

C S .d g n

P R

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

F E

N C

E A

N D G

A T

E D

E T

S S

H E

E T O

-S

GENERAL NOTES

POST BRACING DETAIL ON GRADE

SCALE: NTS

DOUBLE SWING GATE

SCALE: NTS

DIRECTIONS TO ADJACENT LINE POST.

7. BRACE AND TRUSS ALL CORNER AND PULL POSTS IN BOTH

153M.

ACCORDANCE WITH ASTM A 123/A 123M AND ASTM A 153/A

POSTS, AND GATES) SHALL HAVE ZINC COATING IN

6. ALL FENCE COMPONENTS (I.E., FABRIC, FRAMEWORK,

INSTALLATION AND/OR TRANSPORTATION.

AND GATE ASSEMBLY WHICH ARE DAMAGED DURING

5. CONTRACTOR SHALL REPAIR ALL PORTIONS OF THE FENCE

NON-SHRINK GROUT TO BE FLUSH GRADE.

BETWEEN POST AND SLEEVE ARE COMPLETELY FILLED WITH

BE INSTALLED SO THAT THE VOIDS INSIDE THE POST AND

EMBEDDED INTO THE EXISTING GROUND. ALL POSTS SHALL

4. ALL POSTS SHALL HAVE A SCHEDULE 40 SLEEVE AND CAP

OPPOSITE TO SECURE AREA.

CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE

ON THE SECURED SIDE OF THE FENCE ALIGNMENT.

3. WIRE TIES, POSTS, AND BRACES SHALL BE CONSTRUCTED

SUPPLIED.

FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES

GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE

BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED

CONTRACTOR’S OPTION A WELDED HORIZONTAL BRACE MAY

SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT

GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR

REQUIREMENTS OF ASTM F 900 1.90”NOMINAL (ROUND).

2. ALL GATE FRAMES SHALL MEET THE MINIMUM

SPECIFICATIONS.

AND METHODS OF INSTALLATION WHICH COMPLY WITH THE

NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

* ALL PIPE IS SCHEDULE 40

2.72 1.50 PIPEGATES

FRAME FOR

2.27 1.25 PIPEBRACES

5.79 2.50LINK FABRIC

FOR CHAIN

PIPESLOPE, PULL

CORNER,

END,

(POUNDS)(INCHES)

FOOT SIZE TYPE USE

WEIGHTNOMINAL

SCALE: NTS

MAN GATE (SINGLE SWING GATE)

FINAL

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

BARBED WIRE

THREE STRANDS OF

10'-0" MAX

VARIES

FENCE

8' HIGH CHAIN LINK

24' CLEAR OPENING

45° BARB ARM

3-WIRE

(FOR REFERENCE ONLY)

SWITCH

DISCONNECT

15A FUSE

240V, 30A, 2P

NEMA 3R

(FOR REFERENCE ONLY)

INSTALLED UNDER SEPERATE CONTRACT

TO CANTILEVER DISCONNECT SWITCH.

EXISTING GROUND

CANTILEVER SLIDE GATE

CONTRACT (FOR REFERENCE ONLY)

INSTALLED UNDER SEPERATE

F.R.B. BOX AND DISCONNECT

MIN. 6" BELOW GRADE

SEE DETAIL

(SEE NOTE 3)

CONTROL PANEL

CANTILEVER GATE

M A

3'-0"

FOOTING (TYP)

CONCRETE

12" DIAMETER

NON-SHRINK GROUT

4" SLEEVE (TYP.)

CAP

4"(TYP)

Plot D 20-JUL-2017 12:19 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

CS502

S T

A N

D A

R D S

E C

U R

S L

U S

H P .G

J O

H N G

R O

B O

S K I, P

-S

C S .d g n

P R

O J E

C T C

O D

E N

A M

F E

N C

E A

N D G

A T

E D

E T

S S

H E

E T O

-S

CANTILEVER SLIDE GATE (MAIN ENTRANCE)

SCALE: NTS

FENCE POST FOOTING DETAIL

SCALE: NTS

GENERAL NOTES

3. REFER TO SECTION 01 11 00, SCOPE OF WORK, FOR DETAILS.

TO BE DETERMINED UPON CONTRACT AWARD.

2. FENCE AND GATE STYLE ARE FOR REFERENCE ONLY. TYPE AND MANUFACTURING

1. SEE GENERAL NOTES ON SHEET CS-501.

W P -1

-B -0

R A

N A M

R A P .E

D A

R L E

N E B

A N

K H

E A

FINAL

J U

L Y

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

TENSION WIRE

3'-0"

WIRE TIES

9 GUAGE

LINE POST (TYP)

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

9-GAGE STEEL TIE

STRETCHER BAR BAND

(3/8" MIN. DIA.)

TRUSS ROD

FABRIC

ENGAGE EACH FABRIC LINK

STRETCHER BAR TO

BOTTOM OF FABRIC)

WITHIN 4" FROM TOP AND

(15" O.C. MAX. AND

STRETCHER BAR BAND

5" (T

YP)

1' -1 0"

6" T Y P

1' -6

(TYP.)

LOCK PIN

(3/8" MIN. DIA.)

TRUSS ROD

NON-SHRINK GROUT

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

" PLAIN PIN8

BOTTOM OF FABRIC)

4" FROM TOP AND

(15" O.C. MAX. AND WITHIN

9-GAGE STEEL TIE WIRE

FOOTING (TYP.)

CONCRETE

12" DIA.

NON-SHRINK GROUT

CAP

CONCERTINA OR BARDED TAPE

CALUMET RIVER

RIPRAP

SINGLE FENCE BARB WIRE ARM

5'-0" (SEE NOTE 1)TYPICAL BRACE AND TRUSS WIRE PANEL

10'-0" MAXIMUM SPACING

THREE STRANDS OF BARBED WIRE

TENSION WIRE TOP AND BOTTOM OF FENCE

7 GAUGE GALVANIZED COIL SPRING STEEL

WITH TURNBUCKLE

3/8" DIA. TRUSS ROD

SINGLE FENCE BARB WIRE ARM

4" SLEEVE (TYP.)

TENSION WIRE

7 GAUGE

BRACE

2" MESH,

LINK FABRIC,

CHAIN

9 GAUGE

GENERAL NOTES

Plot D 20-JUL-2017 12:19 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

CS503

S T

A N

D A

R D S

E C

U R

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

-S

C S .d g n

P R

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

F E

N C

E A

N D G

A T

E D

E T

S S

H E

E T O

-S

SCALE: NTS

END OR GATE POST DETAIL

SCALE: NTS

POST BRACE ASSEMBLY

SCALE: NTS C9

BRACE ATTACHMENT

SCALE: NTS

STRETCHER BAND DETAIL

SCALE: NTS

OUTRIGGER DETAIL AT WATER EDGE

SCALE: NTS

GUARD DETAIL CORNER POST

DOUBLE TOP

GUARD DETAIL LINE POST

DOUBLE TOP

LINE POST ATTACHMENT

TRUSS ROD AND BAND

FINAL

J U

L Y

2. SEE GENERAL NOTES ON SHEET CS501.

THE EXISTING RIPRAP.

1. INSTALL TERMINAL FENCE POST AT LEAST TWO (2) FEET FROM THE BACK OF

WATERTIGHT CAP (TYPICAL)

STRETCHER BAR BANDS

7 GAUGE TENSION WIRE

3/16" X 3/4" MIN.

STRETCHER BAR STEEL

(9 GAUGE, 2" MESH)

CHAIN-LINK FABRIC

(SEE NOTE 9)

EXISTING GRADE

THIS SHEET)

(SEE TABLE \

GATE POST

THE FABRIC

BOTTOM OF

(SEE DETAIL SHEET CS505)

FENCE PANEL CLAMP

O U

T H L

A S

A L L E S

T R

E E

T S

PREVENT REMOVAL.

12. NUTS MUST BE SPOT WIELDED OR OTHERWISE PERMANENTLY AFFIXED TO

SHEET CS505 FOR FENCE HARDWARE DETAILS.

USE OF A FENCE PANEL CLAMP BENEATH EACH STRETCHER BAR BAND. SEE

PERMANENT STANDARD FENCE. SIZE THE JUNCTION PANELS TO PERMIT

ADJOINING MODIFIED JERSEY BARRIERS AND AT EACH JUNCTION WITH THE

11. SIZE JUNCTION PANELS TO FIT BETWEEN PERMANENT FENCE PANELS OF

POSTS.

PANEL CLAMPS SHALL BE USED TO ATTACH THE JUNCTION PANELS TO END

AND AT EACH JUNCTION WITH THE PERMANENT STANDARD FENCE. FENCE

GAPS OF EACH END POST OF ADJOINING MODIFIED JERSEY BARRIER FENCE

REMOVABLE JUNCTION FENCE PANEL SHALL BE INSTALLED BETWEEN THE

AT LEAST 8 FEET IN LENGTH AND NO LONGER THAN 12.5 FEET IN LENGTH. A

COMPARABLE CONFIGURATION OF MODIFIED CONCRETE JERSEY BARRIERS

AND TWO (2) 8-FOOT LONG MODIFIED CONCRETE JERSEY BARRIERS OR A

10. THE MODULAR JERSEY FENCE SHALL CONSIST OF EIGHT (8) 10-FOOT LONG

JERSEY BARRIER TO PROVIDE A DEBRIS-FREE AND LEVEL FOUNDATION.

9. CLEAR AND GRADE THE EXISTING GROUND BENEATH EACH MODULAR

8. JERSEY BARRIERS TO BE PINNED TOGETHER PER IDOT STD. 704001-07.

INSTALL PER THE MANUFACTURE’S RECOMMENDATIONS.

JERSEY BARRIER USING A TWO COMPONENT CHEMICAL ANCHOR SYSTEM.

7. THE STAINLESS STEEL THREADED ANCHOR RODS SHALL BE SET INTO THE

FABRICATION.

6. HOT DIP GALVANIZED BRACKET ASSEMBLIES AND POSTS AFTER

ADJACENT LINE POST.

5. BRACE AND TRUSS ALL CORNER AND PULL POSTS IN BOTH DIRECTIONS TO

ASTM A 153/A 153M.

SHALL HAVE ZINC COATING IN ACCORDANCE WITH ASTM A 123/A 123M AND

4. ALL FENCE COMPONENTS (I.E., FABRIC, FRAMEWORK, POSTS, AND GATES)

WHICH WERE DAMAGED DURING INSTALLATION AND TRANSPORTATION.

3. CONTRACTOR SHALL REPAIR ALL PORTIONS OF THE FENCE ASSEMBLY

THE SIDE OPPOSITE TO SECURE AREA.

SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON

2. WIRE TIES, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURED

INSTALLATION.

TO LIMIT OTHER TYPES OF FENCE SECTION AND METHODS OF

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

PRE-CAST CONCRETE BARRIER (IDOT STD. 704001-07)PRE-CAST CONCRETE BARRIER (IDOT STD. 704001-07)

*ALL PIPE IS SCHEDULE 40

WEIGHT/FOOT (POUNDS)

FRAME FOR GATES

BRACES

USE TYPE

5.79

3.12

2.27

2.721.50

1.25

2.00

2.50PIPE

PIPE

LINE POSTS

END, CORNER, SLOPE, OR PULL

LINE POST

HOG RINGS (TYP.)

CONNECTION PLATE

BRACE, WHERE REQUIRED

XXXXX

X X X X X

XXXXX

X X X X

XXXX

XXX

X X X X

XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

XXX

X X X

XXX

x x x x x x x xxxx x x x x x x x xxxx

(INCHES)

NOMINAL SIZE

VERTICAL BARBED WIRE APRON

PANEL POST

PANEL FRAME

(9 GAUGE, 2" MESH)

CHAIN-LINK FABRIC

SEE NOTE 12

LINE POST

(SEE DETAIL ON SHEET CS505)

FENCE PANEL CLAMP

(9 GAUGE, 2" MESH)

CHAIN-LINK FABRIC

7 GAUGE TENSION WIRE

LINE POST

THREE STRANDS OF BARBED WIRE

SEE JUNCTION PANEL DETAIL

12" 12"12" 12"

VARIES (SEE NOTE 10)

MIN.

BAR 3/16" X 3/4"

STRETCHER

BAR BANDS

STRETCHER

704001-07)

BARRIER (IDOT STD.

PRE-CAST CONCRETE

1'-0"1'-0"

6" TYP.

VARIES (SEE NOTE 10)VARIES (SEE NOTE 10)

TENSION WIRE

7 GAUGE

VARIES (SEE NOTE 11)

BARBED WIRE

THREE STRANDS OF

GAUGE, 2" MESH

CHAIN LINK FABRIC 9

SUPPORTING ARMS

BARBED WIRE

DOUBLE TOP GUARD

Plot D 20-JUL-2017 12:20 MicroStation

A N

CS504

O J E

C T C

O D

E N

A M

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

A G

FINAL

J E

R S

E R

Y B

A R

R A

N D

L E

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P .E

-S

C S .d g n

J U

L Y

SCALE: NTS

LINE POST SECTION

SCALE: NTS

FENCE ON CONCRETE BARRIER POST BRACING

SCALE: NTS

(S H

E E

T O

C H

-L

K S

E C

U R

Y F

E N

C E A

N D G

A T

FENCE JUNCTION PANEL DETAIL

R A

N A M

R A P

TENSION WIRE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

3/16

TYP

PLAN SIDE ELEVATION

SIDE ELEVATION

END ELEVATION

PLAN

3/16

TYP

3/16

TYP

3/16

TYP

3/16

TYP

11"

4 "4

PIN LOOP

PIN LOOP, TYP.

6'-3" TO NEXT POST, TYP 3'-1 1/2" TYP

5" (T

YP)

1' -1 0"

6" T Y P

1' -6

TYP.

ANCHOR ROD 6" LONG,

STEELTHREADED

1/2" DIA STAINLESS

FENCE POST, TYP

2" DIA SCHEDULE 40

3/8" STEEL PLATE, TYP.

1/2" STEEL PLATE, TYP.

WT6x11, TYP.

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

9-GAGE STEEL TIE

BOTTOM OF FABRIC)

4" FROM TOP AND

(15" O.C. MAX. AND WITHIN

9-GAGE STEEL TIE WIRE

(TYP.)

LOCK PIN

STRETCHER BAR BAND

(3/8" MIN. DIA.)

TRUSS ROD

FABRIC

ENGAGE EACH FABRIC LINK

STRETCHER BAR TO

(3/8" MIN. DIA.)

TRUSS ROD

NON-SHRINK GROUT

PLATE, TYP.

AND THE BRACKET

TO THE GATE POST

WELD ALL AROUND

2" SPACER PLATE

BRACKETS, TYP.

OPENINGS TO INSTALL

BARRIER AT GATE

OF THE JERSEY

LOOPS TO THE FACE

NOTE: TRIM THE PIN

BOTTOM OF FABRIC)

WITHIN 4" FROM TOP AND

(15" O.C. MAX. AND

STRETCHER BAR BAND

GATE POST, TYP

" DIA SCHEDULE 40 2

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

" PLAIN PIN8

8" LONG, TYP.

THREADED ANCHOR ROD

" DIA STAINLESS STEEL2

BOTTOM OF FABRIC)

WITHIN 4" FROM TOP AND

(15" O.C. MAX. AND

STRETCHER BAR BAND

CLAMP (SEE NOTE 2)

FENCE PANEL

Plot D 20-JUL-2017 12:20 MicroStation

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

W P -1

-B -0

A G

FINAL

CS505

J E

R S

E R

Y B

A R

R A

N D

L E

S L

U S

H P .G

D A

R L E

N E B

A N

K H

E A

J O

H N G

R O

B O

S K I, P

-S

C S .d g n

P R

O J E

C T C

O D

E N

A M

R A

N A M

R A P .E

FENCE BRACKET DETAILS AT GATES

SCALE: NTS

FENCE BRACKET DETAILS

SCALE: NTS

POST BRACE ASSEMBLY

SCALE: NTS

END OR GATE POST DETAIL

SCALE: NTS

BRACE ATTACHMENT

SCALE: NTS

STRETCHER BAND DETAIL

SCALE: NTS

LINE POST ATTACHMENT

SCALE: NTS

TRUSS ROD AND BAND

SCALE: NTS

SUPPORTING ARMS DETAIL CORNER POST

SCALE: NTS

SUPPORTING ARMS DETAIL LINE POST

J U

L Y

JUNCTION PANEL POST DETAIL

SCALE: NTS

(S H

E E

T O

C H

-L

K S

E C

U R

Y F

E N

C E A

N D G

A T

MODIFIED JERSEY BARRIERS AND THE STANDARD CHAIN-LINK FENCE.

BARB WIRE AS NEEDED BETWEEN PERMANENT FENCING PANELS ON THE

3. CUSTOMIZE THE WIDTH OF THE JUNCTION PANELS WITH THREE STRAND

THE DETACHABLE JUNCTION PANELS.

2. INSTALL A FENCE PANEL CLAMP BENEATH EACH STRETCHER BAR BAND FOR

1. SEE GENERAL NOTES ON SHEET CS-504.

O U

T H L

A S

A L L E S

T R

E E

T S

R A

N A M

R A P

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

FLOOR DRAIN

UTILITY BASIN

LAVATORY

BATHROOM

MECHANICAL ROOMINSTANTANEOUS ELECTRIC WATER HEATER

DRAIN TRENCH

UTILITY SINK

HOSE BIB

4" SANITARY LINE

CLOSET

WATER

DRAIN

FLOOR

DRAIN

FLOOR

SMALL HEATER

WATER TANK AND

HOUSE POTABLE

CONTAINER TO

GROUND INSULATED

INSTALL ABOVE

WASTE WATER HOLDING TANK

Plot D 20-JUL-2017 12:21 MicroStation

W P -1

-B -0

A N

O J E

C T C

O D

E N

A M

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

FINAL

-S

B P -1

.d g n

STORAGE BUILDING PLUMBING LAYOUT

J U

L Y

P-101

S T

O R

A G

E B

P L

U M

G L

A Y

O U

R O

B E

R T S

E Z

O N

O V

K P

S T

E V

E R T

R E

H A

R N

E -S

S R

SCALE: 3/16"=1'-0"

GENERAL NOTES:

8'0 4' 16'

TO LAVATORY, UTILITY SINK, AND UTILITY BASIN.

6. INSTANTANEOUS ELECTRIC WATER SHALL BE PIPED TO SUPPLY HOT WATER

5. SLOPE OF TRENCH DRAIN SHALL BE NO LESS THAN 1/8" PER FOOT.

4. SLOPE OF SANITARY PIPING SHALL BE NO LESS THAN 1/8" PER FOOT.

SECTIONS 33 11 00 AND 33 00 00.

INCLUDE TRENCH DRAINS AND FLOOR DRAINS AS PER SPECIFICATION

3. CONTRACTOR TO PROVIDE LOCATION OF DRAINS FOR THE BUILDING TO

FOR LOCATION.

2. WASTE WATER HOLDING TANK SHALL BE 2,000 GALLONS. SEE SHEET C-102

FOR THE BUILDING AS PER SPECIFICATION SECTION 22 00 00.

1. CONTRACTOR TO PROVIDE FULLY FUNCTIONING POTABLE WATER SYSTEM

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

B.O.D. = 15'-0" pw://COE-LRCPWP02CHI.lrc.ds.usace.army.mil:coe-lrcpwp02chi.lrc.ds.usace.army.mil/Documents/Projects/Calumet Harbor and River/Calumet Harbor and River Storage Building/30000 - Preconstruction Engineering and Design/30AA0 Engineering and Design/Drawings/C

Plot D 20-JUL-2017 12:21 MicroStation

W P -1

-B -0

A N

P-501

O J E

C T C

O D

E N

A M

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

J U

L Y

FINAL

P L

U M

G D

E T

B E

R T S

E Z

O N

O V

D A

R L E

N E B

A N

K H

E A

S T

E V

E N T

R E

H A

'B' 'A'

4" MIN.

6 5/8"

12"

9¼"

4" Min.

98 3/8"

96"

1/16" TO 1½"

½"-14 NPSM

5 3/8"

7/8"

7 15/16"

11 15/16"

2 ¼"

COUPLING NUT

½" -14 NPSM

FINISHED FLOOR

SCALE: NTS

SECTION 'A'

SCALE: NTS

DETAIL - RESTROOM FAUCET

SCALE: NTS

DETAIL - LAVATORY

PLAN / ELEVATION - TRENCH DRAIN

P-501

"A"

-S

B P -5

.d g

16 ¾"

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

S 22"� 3000CFM

3'-0"

R 24"X36"

AHU-1

CONDENSING UNIT

6'-8 1/2 "

14'-1"

JANITOR CLOSET

MECHANICAL ROOM

BATH ROOM

3000 CFM

RG-1 24"X36"

L1 40"X40"

OUTSIDE AIR

Plot D 20-JUL-2017 12:23 MicroStation

W P -1

-B -0

A N

O J E

C T C

O D

E N

A M

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

-S

M -1

.d g n

J U

L Y

M-101

M E

C H

A N

A L R

O O

F L

O O

R P

L A

H A

E L K

L E

K P

S T

E V

E R T

R E

H A

R N

E -S

S R

KEY PLAN

SCALE: 1/16"=1'-0"

MECHANICAL ROOM FLOOR PLAN

SCALE: 1/2"=1'-0" 0 2' 4'1'

KEY NOTES

AND INSTALLATION REQUIREMENTS.

MANUFACTURERS RECOMMENDED SERVICE CLEARANCES

INSTALL CONDENSING UNIT IN ACCORDANCE WITH

ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

MINIMUM EVERY TWO FEET. INSTALL REFRIGERANT PIPING IN

RIGIDLY SUPPORT CONDUIT AND REFRIGERANT PIPING

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

80'-0"

AHU-1

S22"Ø

S22"ØS18"ØS18"ØS12"Ø

18'-0"

SG-1

350 CFM

SG-1

350 CFM

SG-1

350 CFM

SG-1

350 CFM

SG-1

350 CFM

SG-1

350 CFM

SG-1

350 CFM

SG-1

350 CFM

SG-2

100 CFM

SG-2

100 CFM

L-2

BALANCING DAMPER

W P -1

-B -0

A N

M-102

O J E

C T C

O D

E N

A M

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

L Y

H V

A C D

U C

T W

O R

K L

A Y

O U

H A

E L K

L E

K P

S T

E V

E R T

R E

H A

R N

E -S

S R

HVAC DUCT WORK LAYOUT

SCALE: 1/4"=1'-0"

-S

M -1

.d g n

GENERAL NOTES:

COORDINATED WITH BUILDING MANUFACTURER.

ALL HVAC WALL PENETRATIONS SHALL BE 1.

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

36"X14" OUTSIDE AIR DUCT

36"X14" RETURN DUCT

4'-8 1/16 "

MIXING BOX

B.O.D. = 5'-0"

B.O.D. = 12'-0"

B.O.D. = 15'-0"

AHU-1

22" Ø SUPPLY DUCT

CONDENSING UNIT

OA LOUVER L-1 40"X40"

OUTSIDE AIR DUCT

EXHAUST FAN

Plot D 20-JUL-2017 12:24 MicroStation

W P -1

-B -0

A N

O J E

C T C

O D

E N

A M

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

L Y

M-201

M E

C H

A N

A L R

O O

M E

L E

V A

H A

E L K

L E

K P

S T

E V

E R T

R E

H A

R N

E -S

S R

MECHANICAL ROOM ELEVATION

SCALE: 1/4"=1'-0"

-S

M -2

.d g n

KEY NOTES

00 SECTION 2.7.1

PROVIDE FACTORY FABRICATED TURNING VANES PER 23 00

GENERAL NOTES

MANUFACTURER.

COORDINATE ALL HVAC PENETRATIONS WITH BUILDING 1.

CONDENSING UNIT.

FOR INDOOR HANDLING UNIT AND OUTDOOR AIR

CONTRACTOR SHALL CONSTRUCT PROPER CONCRETE PAD

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

US Army Corps

6"Ø

12"

FAN (EF-1)

EXHAUST

WEATHER CAP

Plot D 20-JUL-2017 12:24 MicroStation

W P -1

-B -0

A N

O J E

C T C

O D

E N

A M

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

-S

M -2

.d g n

BATHROOM ELEVATION

KEY PLAN

SCALE: 1/2"=1'-0"

SCALE: 1"=1'-0"

J U

L Y

M-202

H A

E L K

L E

K P

S T

E V

E R T

R E

H A

R N

E -S

S R

M -202

M-202

B A

T H

R O

O M E

X H

A U

S T E

L E

V A

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

SHEET ID

2 3 4 5 6 7 8 9 10

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

®of Engineers

Plot D 20-JUL-2017 12:24 MicroStation

W P -1

-B -0

A N

O J E

C T C

O D

E N

A M

C A

L U

M E

T H

A R

B O

R A

N D R

E R

S T

O R

A G

E B

C H

A G

O D

T R

O U

T H L

A S

A L L E S

T R

E E

T S

C H

A G

-S

M -6

.d g n

J U

L Y

M-601

S C

H E

D U

L E

H A

E L K

L E

K P

S T

E V

E R T

R E

H A

R N

E -S

S R

REACHED.

DUCTWORK THAT WILL SHUT DOWN THE SUPPLY FAN WHEN THE HIGH STATIC PRESSURE LIMIT (ADJ.) IS

DIFFERENTIAL PRESSURE LIMIT (ADJ.) IS MET. HIGH STATIC PRESSURE SENSOR SHALL BE PROVIDED IN

PROVIDE PRESSURE DIFFERENTIAL SENSORS FOR THE FILTERS THAT WILL DISPLAY AN ALARM WHEN THE

ADDITIONAL FEATURES

SET TO ALLOW FOR A POSITIVE BUILDING DIFFERENTIAL PRESSURE OF NO MORE THAN 0.08 IN WC.

THE BAROMETRIC RELIEF DAMPER SHALL MAINTAIN PROPER BUILDING PRESSURIZATION AND SHALL BE

EXHAUST

HEATING AND COOLING ARE SATISFIED THE SYSTEM SHALL REVERT BACK TO UNOCCUPIED MODE.

55 DEG. F, AND THE OA DAMPER SHALL REMAIN CLOSED. WHEN THE SPACE TEMPERATURES FOR BOTH

SHALL RUN SUBJECT TO PROOFS, MECHANICAL COOLING SHALL BE PROVIDED TO MAINTAIN THE DAT OF

TEMPERATURE IS GREATER THAN 80.0 DEG. F (ADJ.) DURING UNOCCUPIED PERIOD, THE SUPPLY AIR FAN

HEATING SHALL BE PROVIDED, AND THE OA DAMPER SHALL REMAIN CLOSED. IF THE SPACE

LESS THAN 55.0 DEGREES F (ADJ.), THE SUPPLY AIR FAN SHALL RUN SUBJECT TO PROOFS, ELECTRICAL

UNOCCUPIED TEMPERATURE CONTROL: IF THE SPACE TEMPERATURE DURING UNOCCUPIED PERIOD IS

HEATING OFF, AND THE OA DAMPERS REMAINED CLOSED.

THE AIR HANDLING UNIT (AHU-1) SHALL NOT RUN, THE MECHANICAL COOLING SHALL BE OFF, ELECTRICAL

UNOCCUPIED

POSITION.

ECONOMIZER SEQUENCE IS DISABLED THE AHU OA/RA DAMPERS SHALL RETURN TO THE MINIMUM OA

ECONOMIZER TEMPERATURE LIMITS, THE ECONOMIZER SEQUENCE SHALL BE DISABLED. WHEN THE

ECONOMIZER COOLING AND MECHANICAL COOLING SHALL BE ALLOWED. IF THE OAT IS NOT WITHIN THE

THE DAT SET POINT CANNOT BE ACHIEVED THROUGH ECONOMIZER COOLING ALONE, THE MIXED USE OF

COOLING). THE CONTROL SYSTEM SHALL NOT ALLOW THE MAT TO GO BELOW 45.0 DEGREES F (ADJ.). IF

TEMPERATURE (DAT) NECESSARY TO SATISFY THE DAT SET POINT OF 55 DEG. F(WITHOUT MECHANICAL

SHALL CONTROL THE OUTDOOR AIR BETWEEN MINIMUM AND 100% TO ACHIEVE THE DISCHARGE AIR

DEG. F (ADJ.), AND LESS THAN 58 DEG. F (ADJ.). WHEN ECONOMIZER MODE IS ENABLED, THE SYSTEM

LESS THAN THE RETURN AIR DRY BULB TEMPERATURE AND THE OA TEMPERATURE IS GREATER THAN 40

ECONOMIZER…

This is the start of the file's text. The full file is on GovTribe.

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