NOTES · 2017. 12. 18. · hubbell/gfr5362 & br20wr two duplex 120v receptacles, one gfci and...

XXXXXX

4338A-sht-itsdetail-007.dgn

32103


32103


32103

GTHIESSE

GREILLY

ITS-23

CABINET WIRING DIAGRAM CCTV,88

I

N L

AP

GROUND BUS

D D

CB3A

CB4A

TB3A

TB4A

CB3B

CB4B

CB5B TB3B TB5B

TB4B

P5

CB3B

TB3B

CB4A TB4A

HOT 4 NB

W

NB

5 6 7 8

1 2

X

3 4 ++ -

R

AI AI U U AI AI AI AJ AJ AJ AJ AJAJ AJ AJ

I

HOT4

NB

GB

G

NEUTRAL BUS

NBGB

AP

CB2A

CB2B

TB2A

TB2BCB3A

TB3A

CB6A

TB6A

AF

CB2A

TB2A

NB

GB

PLUGS

GFI

PLUGS

NON-GFI

F

L

S P

H1 H4H2 H3

B

110 VAC

H1-H4

H1-H3

H1-H2

480v

240v

208v

T

TB1A

TB1A

TT

DIN1

TB4B DIN2

TB5B

CB6A

TB-ACB-A

TB6A

CB1A

CB4B

DIN1

DIN2

CB5B

HOT 3

AB

Z

V

P3

CB6B

DIN6

AO

TB6B

AA AE

P6

DIN6

TB6BCB6B

GB

GB

GB

GB

GB

O

SFP2

SFP1

SFP2

NB

GB

HOT3

2

6

7

3

4

8

5

1

P5

P6

AN

AN

J

SFP2

SFP1

E

K

Y

R

AN

P3

NB

GB M

CLIP (NOTE 14)

CISCO DC POWER

27"

33"

-

T-BUS CONNECTOR

(NOTE 2, 13 & 19)

SOLAR GENERATOR

120VAC FROM

EXT. POWER

(NOTE 13)

FIBER

(NOTE 13 & 18)

TO MVDS UNIT #1

CABLE (POWER+COMM.)

MULTICONDUCTOR

(NOTE 18)

CAT6 CCTV #1

CCTV PWR &

GROUND BUSBAR.

WELDED TO THE EXTERNAL

CABLE EXOTHERMICALLY

TINNED COPPER GROUND

USING A #2 AWG SOLID

GROUND ROD CONNECTION

DIN RAIL (TYP.)

TRANSFORMER IS BYPASSED FOR THIS APPLICATION.

CABLE.

OF ITEM B) AND ANY DC VOLTAGE POWER FEEDS USE #16 AWG

ALL INTERNAL 24VAC, 120VAC (STARTING ON SECONDARY SIDE

CABLE SHALL BE TEMPERATURE RATED.

ALL INTERNAL ENCLOSURE ROUTED AND TERMINATED CAT6

ITEM AL SHALL BE PLACED ON ITEMS B AND L.

ENCLOSURE.

FROM THE AC SECTION TO THE OTHER SECTIONS OF THE

OPENINGS ON THE BOTTOM TO ALLOW CABLES TO BE PASSED

TO ALLOW HEAT TO ESCAPE THE AREA. THERE SHALL ALSO BE

BE MOUNTED TO THE BACKPLATE WITH SUFFICIENT AIR HOLES

AREA DENOTED BY THE DASHED LINE. THE PLEXIGLASS SHALL

ITEM W SHALL BE FORMED AND MOLDED TO FIT AROUND THE

TIE THE ENCLOSURE INTO THE GROUND BUS.

DIN RAIL SHALL BE GROUNDED TO THE GROUND BUS.

DIN RAIL SHALL BE INSTALLED AS ILLUSTRATED ON DRAWING.

NOT USED FOR THIS SHEET APPLICATION.


BYPASSED.

THEN THE 480VAC TO 120VAC STEP DOWN TRANSFORMER IS

WHEN A 24VDC TO 120VAC POWER GENERATOR IS CONNECTED,

CABLES TO BE ROUTED THROUGH POLE.

PROTECTED.

DETECTORS. ALL 120VAC CONNECTIONS ON ITEM X SHALL BE

ITEM X IS USED TO CONTROL POWER TO THE CAMERAS AND

FINAL AC CONNECTION IS MADE.

SECONDARY SIDE OF ITEM B SHALL BE CONNECTED UNTIL A

IF A SOLAR GENERATOR IS CONNECTED, THEN ITEM P AND THE


THE 120VAC INPUT WHEN THE ENCLOSURE IS AC POWERED.

POWER FEED TO THE CISCO IE3000 SWITCH SHALL BE FROM

ALL CABLES SHALL ENTER THE ENCLOSURE FROM THE BOTTOM.

RELAY WIRING TABLE FOR WIRING DETAILS.

THE UNIT DIRECTLY TO THE BACK PLATE. REFER TO THE IP

USE THE MOUNTING TABS ON THE IP RELAY UNIT TO MOUNT

BE TAPED GREEN.

THE GROUND WIRE IN THE 3/C #16 CCTV POWER CABLE SHALL

DIN RELAY-AC, DIN RELAY-DC, CELL MODEM-AC ETC.).

ALL BREAKERS SHALL BE LABELED (e.g. CAMERA-AC, CAMERA-DC,

INDEPENDENT.

ONLY. EACH OUTLETS TAB SHALL BE BROKEN SO THEY ARE

ARE INTENDED TO BE UTILIZED FOR EXTERNAL EQUIPMENT

OTHER LOAD IN THE ENCLOSURE. THE 1900 QUAD BOX GFI'S

THE GFI OUTLETS LOAD SHALL NOT BE CONNECTED TO ANY


BE OUTDOOR RATED.

ALL CABLES INSTALLED WITHIN THE CABINET AND POLE SHALL

BELOW. ALL DIN RAIL SHALL BE GROUNDED.

ABOVE AND NO LESS THAN 4 INCHES FROM ANY OBSTACLE

CENTER LINE NO LESS THAN 5 INCHES FROM ANY OBSTACLE

DIN RAIL. THE DIN RAIL SHALL BE INSTALLED WITH THE

MOUNT ITEMS J & K ON A 15 INCH CONTINUOUS SECTION OF

& AF) SHALL BE FED FROM A SEPARATE INPUT LINE.

EACH 120VAC OUTLET, PS OR TRANSFORMER (ITEM F, K, L,


EQUIVALENT).

WITH DUCT SEAL PUTTY (RAINBOW TECHNOLOGIES OR

AND LABELED. ALL CONDUITS SHALL BE PROPERLY PLUGGED

ALL CABLES AND EQUIPMENT SHALL BE PROPERLY DRESSED

USED BASED ON INCOMING POWER SOURCE.

CONTRACTOR TO VERIFY CORRECT TRANSFORMER TAPS ARE

OR TINNED.

ALL POWER WIRING SHALL BE RHH/RHW WITH WIRE TERMINALS

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

24.

25.

26.

27.

28.

NOTES:1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

#10 AWG

MVDS CABLE, WAVETRONIX - WX-SS-706-60 OR ISS G4-CBL-60

THESE ARE THE CAT6 CABLES ROUTED INSIDE CABINETINDOOR/OUTDOOR RATED CAT6 (1000MBS, TEMPERATURE HARDENED)

NOT USED FOR THIS SHEET APPLICATION

TRANSFORMER COVERS, SQUARE D/9070FSC2

(SMART SENSOR HDSS-126) OR ISS (SX-300)MVDS ASSEMBLY (NOT SHOWN), SEE SPECIAL PROVISIONS WAVETRONIX

TERMINAL BLOCK, ALLEN BRADLEY/1492-CD8

2A CIRCUIT BREAKER, ALLEN BRADLEY/1492-SPM1B020



OR ISS LAMBDA DSP100-24AC/DC POWER SUPPLY, 24VDC WAVETRONIX - CLICK-204

WAVETRONIX - CLICK-301 OR ISS-MOXA P5150A, OK-35ARS-232 / RS-485 TO ETHERNET CONVERTOR



BELDEN/1034A OR APPROVED EQUAL1 - 3/C #16 CCTV POWER CABLE, OUTDOOR RATED CABLE

ISS ZONE BARRIER ZB 24510SENSOR SURGE SUPPRESSION, WAVETRONIX - CLICK-200 OR

BELDEN/7953ACATEGORY 6 CABLE, 23AWG, OUTDOOR RATED CABLE

(2) CISCO GLC-LX-SM-RGD = 1 GBPS SM SFP MODULES

DIGITAL LOGGERS/DIN IVPOWER CONTROLLER, 8-CHANNEL DIN ETHERNET RELAY

120 VAC" FOR 120 VAC AS FIELD CONDITIONS WARRANT.)STATING "DANGER 480 VAC" OR "DANGER 240 VAC" OR "DANGERP, X & AF. (THE INSTALLER SHALL PERMANENTLY AFFIX A LABELCLEAR PLEXIGLASS SAFETY COVER ENCOMPASSING ITEMS L, R, S, B,

MTL INSTRUMENTS/ZB24590 OR APPROVED EQUALCAT6 PoE+ SURGE SUPRESSOR, MOUNTED ON COMMON DIN RAIL

5A CIRCUIT BREAKER, ALLEN BRADLEY/1492-SPM1B050

MTL INSTRUMENTS/ZB2458024VAC/VDC SURGE SUPPRESSOR, MOUNTED ON DIN RAIL

SPLICE BLOCK, ALTECH/38041

10 AMP FUSE, GOULD (MERSEN)/ATM-10

PANDUIT/FIX1LG6 WITH COVER-C1LG6PANDUIT WIRING DUCT (OR EQUIVALENT)

COOPER CROUSE HINDS/MA15/D/1/SI OR APPROVED EQUAL120VAC SURGE SUPPRESSOR, MOUNTED ON DIN RAIL

FIBER CONNECTIONS G620U012LAN-100-0SMF PATCH PANEL WITH LC CONNECTORS


CORNING/040402R5Z20002M2 METER - SMFO LC-LC DUPLEX JUMPERS,

SQUARE D/CLASS 9070-T250D13CONTROL POWER TRANSFORMER, 250VA, 120-24VAC, 1PH

CISCO POWER SUPPLY, CISCO/PWR-IE-3000-AC=

CISCO MODEL CISCO/IE-3000-8TC-E8 ELECTRICAL PORT AND TWO FOC PORT SWITCH

120VAC, 1P, 30A CIRCUIT BREAKER WITH TERMINAL SHIELD


SCHNEIDER ELECTRIC/MGN6151024VDC, 1P, 15A CIRCUIT BREAKER

HUBBELL/GFR5362 & BR20WRTWO DUPLEX 120V RECEPTACLES, ONE GFCI AND NON-GFI (SEE NOTE 9)

33"X27" PANEL, HOFFMAN/A36H3012SS6LP & A36P30NEMA 4X STAINLESS STEEL, 36"H X 30"W X 12"D ENCLOSURE WITH

SEPARATED AS REQUIRED.TWO (2) GROUNDING BAR SYSTEM HOFFMAN/PGS2K. BONDED OR


SQUARE D/CLASS 9070 - T1000 D95 (SEE NOTE 28)CONTROL POWER TRANSFORMER, 1000VA, 208/240/480-120VAC, 1PH


ITEM DESCRIPTION

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

AB

AC

AD

AE

AF

AG

AH

AI

AJ

AK

AL

AM

AN

AO

AP

MVDS, SOLAR, FOC ITS ASSEMBLY

POWER IN

8-28 DC

DIN RELAY

312-565-0450

Chicago, Illinois 60601

205 North Michigan Avenue, Suite 2400

Alfred Benesch & CompanyTHE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

I L L I N O I S 6 0 5 1 5

D O W N E R S G R O V E,

2 7 0 0 O G D E N A V E N U E

NO. DATE DESCRIPTION

REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017

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CONTRACT NO. I-17-4338

101

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32103

32103

4338A-sht-itsdetail-008.dgn4338A-sht-itsdetail-008.dgn4338A-sht-itsdetail-008.dgn

GTHIESSE

GREILLYSOLAR PANEL

GENERATOR DETAILS

ITS-24

ITS ENCLOSURE

#6 POWER CABLE TO

ATTACHED TO POLE

COMMON GROUND BUSBAR

GROUND BAR

ENCLOSURE

IN 1/2" SEALITE

#2 GROUND CABLE

ASSEMBLY DETAIL SHEET.

MOUNTED CAMERA AND MVDS

ITS ENCLOSURE. SEE WOOD POLE

FOR 4)

STEEL UNISTRUT (TYP

HOT DIPPED GALVANIZED

CONDUIT TO ENCLOSURE

PV COMBINER

(SEE NOTE 10)

ENCLOSURE NEMA 3R

(TYP FOR 4)

STEEL U-BOLT OR LAG BOLTS

1/2" DIA HOT DIPPED GALVANIZED

PLANS

AND CLASS NOTED ON THE

WOOD POLE OF THE HEIGHT

2" CONDUIT TO ITS ENCLOSURE 18" MIN ABOVE GROUND

ABOVE GROUND

MOUNTING HEIGHT = 6'-0"

SOLAR PANELS 1 & 2

SOLAR PANELS 3 & 4

SOLAR PANELS 5 & 6

ENCLOSURE

ITS ENCLOSURE AND SOLAR

COMMON GROUND ROD FOR

57° (TYP)

NOTES:

SHALL BE TILTED 57 DEGREES FROM THE HORIZON.

SOLAR PANELS SHALL FACE 186 DEGREES FROM MAGNETIC NORTH AND

CONTROLLER.

ENCLOSURE SHALL BE VENTED AND CONTAIN BATTERIES AND SOLAR

BE TAPED GREEN.

OUTDOOR RATED. THE GROUND WIRE (WHITE) IN THE POWER CABLE SHALL

ALL CABLING (INCLUDING CABLING INSIDE THE ENCLOSURE) SHALL BE

BACKFILL WOOD POLE VOID TO THE TOP OF GRADE ON ALL SIDES.

SYSTEM OPERATION WITHIN AND OUTSIDE THE ENCLOSURE.

CONTRACTOR TO PROVIDE ALL POWER AND GROUND WIRING REQUIRED FOR

NOT USED.

ROD FOR THE SOLAR GENERATOR AND THE ITS ENCLOSURE.

ENTERING. THE GROUND BUSBAR SHALL CONNECT TO A COMMON GROUND

ON END GOING TO BUSBAR TO PREVENT RODENTS AND INSECTS FROM

WELDED TO THE BUSBAR. SEALTITE CONDUIT SHOULD BE GROMMETTED

CONNECTED TO THE EXTERNAL GROUND BUSBAR SHALL BE EXOTHERMIC

BUSBAR TO THE GROUND BAR IN THE SOLAR ENCLOSURE. ANY GROUND

#2 AWG GROUND CABLE FROM THE EXTERNAL POLE MOUNTED GROUND

THE COMMON ITS POLE BUSBAR ON THE SAME WOOD POLE. CONNECT A

ALL EQUIPMENT MUST BE CONNECTED TO A COMMON GROUND THROUGH

THE ENGINEER.

AS DIRECTED BY THE ENGINEER. FINAL LOCATION TO BE APPROVED BY

ALL OTHER POLES SHALL BE LOCATED OUTSIDE THE CLEAR ZONE OR

GUARDRAIL STANDARD (SECTION C OF STANDARDS) FOR MORE INFORMATION.

BEHIND THE PLANE OF ANY GUARDRAIL POSTS. SEE ILLINOIS TOLLWAY

ZONE SHALL BE SHIELDED BY BARRIER, LOCATED A MINIMUM OF 5'

WOOD POLE MOUNTED SOLAR PANEL SYSTEM INSTALLED WITHIN THE CLEAR

ENSURE THAT THE SOLAR PANELS HAVE UNOBSTRUCTED SUN EXPOSURE.

SYSTEM ON THE SAME POLE AS THE POLE-MOUNTED ITS SYSTEM AND

CONTRACTOR SHALL LOCATE THE WOOD POLE MOUNTED SOLAR PANEL

AN INVERTER FOR 120V AC DELIVERY TO ITS ENCLOSURE.

THE BATTERIES SHALL BE WIRED TO PROVIDE 24V DC POWER TO

DESIGNED TO MEET STRUCTURAL DESIGN CRITERIA IN SPECIFICATION.

CHARGER REGULATOR, BATTERIES, AND CABLES. STRUCTURE TO BE

SOLAR POWER GENERATOR TO INCLUDE PANEL, BRACKETS, CABINET,1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

89

SOLAR PANEL & MOUNTING HARDWARE DETAILSNOT TO SCALE

SOLAR MOUNTING SYSTEM (TYP)PANELS

THREE CONDUITS TO SOLAR

312-565-0450




I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017

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101

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32103


32103


32103

GTHIESSE

GREILLYSOLAR PANEL GENERATOR CABINET

1-LINE ELECTRICAL DIAGRAM

ITS-25

G

G

G

G

G

15A

15A

15A

+

-

G

--

-+

++

SOLAR PV BATTERY SYSTEM

CONTROLLER

SOLAR

-+-+-+-+

50

A

60

A

60

A

G

G

PV BAT

+ - + -+ - G

24VDC INPUT

BATTERY

OUTPUT

120VAC

INVERTER

24VDC/120VAC

(SHALL CONTAIN SOLAR CONTROLLER, INVERTER, BATTERIES AND ELECTRONICS)

NEMA 3R ELECTRICAL BOX

ARRANGED IN SERIES

(4) AGM BATTERIES (6V, 400 AH)

24V BATTERY SYSTEM

MIN. SIZE

30"W X 36"H X 16"D

POLE MOUNTED ENCLOSURE

THWN-2 CU

(2) #2 AWG

CIRCUIT

(1) SOURCE

THWN-2 CU

(2) #2 AWG

CIRCUIT

(1) SOURCE

TEMPORARY SENSORY CABLE

NEMA 3R

PV COMBINER

(1) #6 AWG CU GROUND

(6) #10 AWG CU USE-2/PV WIRE

(3) SOURCE CIRCUITS

3#4" EMT CONDUIT

(1) #10 AWG THWN-2 CU GND

(2) #6 AWG THWN-2 CU

(1) SOURCE CIRCUIT

(2) SOLAR MODULES (IN SERIES)

(3) SOURCE CIRCUITS (IN PARALLEL)

(6) 300W, (NOMINAL) SOLAR PANELS

1800 WATT ARRAY

G

90

BATTERY SYSTEM)

(SHALL BE EQUAL LENGTH TO EQUALIZE

#2 AWG THWN-2 CU

BATTERY TO BATTERY CONDUCTORS

312-565-0450




I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017

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101

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32103

32103

32103

GTHIESSE


91ITS BLOCK DIAGRAM

FOR EXISTING DMS/CAMERA

ITS-26

NB

DM

S13

3 (M

P 35.1)

SB

DM

S33 (M

P 35.0)

SB I-294

NB I-294

L

OPTIC CABLES TO DMS

EXISTING POWER AND FIBER

EXISTING POWER CABLES

EXISTING ELECTRIC SERVICE

FIBER OPTIC CABLE

EXISTING MULTI-MODE


POLE MOUNTED ENCLOSURE

MOUNTED, 33V211 (MP 35.1)

EXISTING CCTV CAMERA, POLE

FIBER OPTIC CABLE

EXISTING MULTI-MODE


OPTIC CABLES TO DMS

EXISTING POWER AND FIBER

EXISTING NB DMS CABINET


EXISTING SB DMS CABINET

EXISTING DISCONNECT SWITCHIE-3000 SWITCH

EXISTING CISCO

PROPOSED ITS DUCT BANK

FIBER SPLICING BY OTHERS

GREILLY

OPTIC HANDHOLE (JT160132)

PROPOSED TOLLWAY FIBER

CABLES TO CAMERA

EXISTING POWER AND DATA

(JT810874, JT132830)

FIBER OPTIC DUPLEX JUMPER CABLES

ITS ASSEMBLY WITH TWO (2) SINGLE MODE

AND FIBER OPTIC COMMUNICATIONS,

PROPOSED 1.5" DIA. HDPE SDR 11 CONDUIT

(JT132644)

SFP MODULES

GLC-LX-SM-RGD

TWO (2) CISCO

EXPANSION MODULE,

4 PORT SFP

IEM-3000-4SM=

PROPOSED CISCO

EX C I-294

312-565-0450




I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017

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101

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32103

32103

32103

GTHIESSE


92

GREILLY

EXISTING NETWORK COMMUNICATION

DIAGRAMS AND CONNECTION DETAILS

ITS-27

FOR IN

FORMA

TION

ONLY

312-565-0450




I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017

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101

MIN

3'-

0"

BE

LO

W

RA

MP J

10'

MIN

DEP

TH

645

650

655

660

665

670

675

680

645

650

655

660

665

670

675

680

640

645

650

655

660

665

670

675

640

645

650

655

660

665

670

675

EX RAMP J

+0.00%

EX E LAKE STEX NORTH AVE

EL 671.5

9

ST

A 1764

+62

EL 671.5

9

VPI

ST

A 1764

+99

EL 659.0

4

VPI

ST

A 1781+67.0

EL 645.9

4

1780

+65.4

VPI

ST

A

EL 645.9

4

1779

+47.3

VPI

ST

AB

EL

OW

NO

RT

H

AV

E

10'

MIN

DEP

TH

BE

LO

W

LA

KE

ST

10'

MIN

DEP

TH

XXXXXX

32103

32103

32103

GTHIESSE

4338A-sht-prof-its-001.dgn4338A-sht-prof-its-001.dgn4338A-sht-prof-its-001.dgn

MALSHARBINI

EX GROUND PROFILE

EX GROUND PROFILE

ITS-28

93ITS PROFILE

PR IT

S

EX

GR

OU

ND

PR IT

S

EX

GR

OU

ND

MIN DEPTH = 40"

DIRECTIONAL BORE

(TOP OF DUCT BANK)PR ITS DUCT PROFILE


+0.00% -1.77%

BEDROCK BEDROCK

-1.77%

-1.77%

+12.8

8%

EX 15" PIPE

(CONTRACT S01)

BY OTHERS

FUTURE 72" PIPE

(CONTRACT S01)

BY OTHERS

FUTURE 30" PIPE

EX 12" PIPE

EX 15" PIPE

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX 42" PIPE

EX 42" PIPE

(CONTRACT S26)

BY OTHERS

FUTURE 60" PIPE

EX 36" PIPE

MIN DEPTH = 40"

DIRECTIONAL BORE

(TOP OF PIPE)EX 36" STORM SEWER

+0.54%

p

w:\\beneschp

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Contract 1 - S23 - I-17-4338\

Teleco

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THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY

I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017


312-565-0450



Alfred Benesch & Company

101

674.5

9

674.1

9

674.1

3

674.0

1

674.0

0

676.1

9

681.0

6

680.3

4

679.2

4

679.2

0

679.1

0

679.4

6

679.6

9

679.7

8

679.7

2

679.2

8

679.1

3

679.6

9

679.5

5

679.9

0

680.1

5

680.2

4

680.7

4

681.9

1

682.7

0

681.4

5

671.3

2

671.2

7

671.3

4

670.4

5

669.5

7

668.6

9

667.8

0

666.9

2

666.0

4

665.1

5

664.2

7

663.3

8

662.5

0

661.6

2

660.7

3

659.8

5

658.9

6

658.0

8

657.2

0

656.3

1

655.4

3

654.5

4

653.6

6

652.7

8

651.8

9

651.0

1

650.1

2

649.2

4

648.3

6

647.4

7

674.7

6

671.5

9

671.2

7

675.8

9

656.2

5

656.2

3

663.8

2

665.2

0

663.4

1

663.0

0

663.9

9

664.9

3

666.4

5

664.4

9

664.6

8

665.2

2

665.8

3

665.6

5

666.2

9

667.0

5

667.9

2

668.0

8

668.3

4

669.3

7

669.5

9

669.6

6

669.8

7

669.8

9

670.4

8

671.1

8

671.6

3

647.4

7

646.5

9

645.9

4

645.9

4

646.1

7

651.7

8

658.2

2

659.3

8

659.2

6

659.5

3

659.8

0

660.0

7

660.3

4

660.6

1

660.8

8

661.1

4

661.4

1

661.6

8

661.9

5

662.2

2

662.4

9

662.7

5

663.0

2

663.2

9

663.5

6

663.8

3

664.1

0

664.3

7

664.6

3

657.3

5

657.5

7

657.7

1

657.8

5

657.9

9

658.1

4

658.3

3

658.5

3

658.7

2

658.9

2

659.1

2

659.3

1

659.5

1

659.7

1

659.9

0

660.1

0

660.2

9

660.4

9

660.6

9

-4.61%

-4.61%

+0.30%

640

645

650

655

660

665

670

675

640

645

650

655

660

665

670

675

640

645

650

655

660

665

670

675

640

645

650

655

660

665

670

675

EL 648.5

3

VPI

ST

A 1809

+57.2

EL 650.5

1

VPI

ST

A 1812

+02.8

EL 646.1

4

1801+65.0

VPI

ST

A

XXXXXX

32103

32103

32103

GTHIESSE


MALSHARBINI

EX GROUND PROFILE

EX GROUND PROFILE

ITS-29

94ITS PROFILE

PR IT

S

EX

GR

OU

ND

PR IT

S

EX

GR

OU

ND



MIN DEPTH = 40"

DIRECTIONAL BORE

+0.30%

+13.5

0%

-11.4

7%

-0.25%

EL 666.9

2

VPI

ST

A 1796

+93.7

EL 662.6

7

VPI

ST

A 1810

+62.0

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

EX

ST

OR

M

+0.54%

(TOP OF PIPE)EX 36" STORM SEWER

p

w:\\beneschp

wise1.b

enesch.l

ocal:B

enesch_Projects\

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ments\10500s\10555.0

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gn


I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017


312-565-0450




101

665.0

8

662.7

8

660.4

7

658.1

6

655.8

5

653.5

5

651.2

4

648.9

3

646.6

3

646.2

5

646.4

0

646.5

6

646.7

1

646.8

6

647.0

1

647.1

6

647.3

1

647.4

6

647.6

1

668.8

5

666.2

4

666.0

7

666.2

8

666.2

4

667.9

1

667.9

9

667.8

7

668.0

1

668.0

4

667.5

3

667.2

3

667.1

3

667.0

3

666.7

6

666.7

0

666.7

2

666.6

3

666.5

8

671.6

3

670.2

0

670.6

1

670.8

7

669.9

1

670.6

1

670.6

4

670.9

1

670.4

7

670.4

7

664.6

3

664.9

0

665.1

7

665.4

4

665.7

1

665.9

8

666.2

5

666.5

1

666.7

8

660.6

9

660.8

8

661.0

2

661.1

6

661.3

6

661.5

7

661.7

8

661.9

9

662.2

1

667.1

0

647.6

1

647.7

6

647.9

2

648.0

7

648.2

2

648.3

7

648.7

6

654.8

8

661.6

3

661.8

0

656.0

6

650.7

7

650.3

8

650.2

5

650.1

3

650.0

0

649.8

8

649.7

5

649.6

2

649.5

0

649.3

7

649.2

5

649.1

2

649.0

0

648.8

7

648.7

5

648.6

2

648.5

0

648.3

7

666.5

8

666.5

2

666.4

6

666.2

7

666.0

4

666.1

0

665.9

9

665.9

8

665.8

5

665.6

8

665.4

4

665.4

6

665.2

4

665.0

7

665.0

8

664.8

8

664.7

9

664.7

8

664.6

9

664.6

4

664.3

9

664.3

9

664.2

6

664.2

6

664.1

4

663.9

9

663.8

5

663.7

9

663.6

5

-0.28%

-0.17%

+7.11

%

635

640

645

650

655

660

665

670

635

640

645

650

655

660

665

670

635

640

645

650

655

660

665

670

635

640

645

650

655

660

665

670

EL 645.2

7

VPI

ST

A 1832

+94.2

EL 644.2

1

VPI

ST

A 1835

+73.4

EL 641.5

0

1845

+26.2

VPI

ST

A

EL 640.3

2

1847

+49.7

VPI

ST

A

XXXXXX

32103

32103

32103

GTHIESSE


MALSHARBINI

EX GROUND PROFILE

EX GROUND PROFILE

ITS-30

95ITS PROFILE

PR IT

S

EX

GR

OU

ND

PR IT

S

EX

GR

OU

ND



+7.11

%

-0.25%

-0.28%

-19.3

5%

-0.53%

EL 657.7

0

VPI

ST

A 1834

+69.0

p

w:\\beneschp

wise1.b

enesch.l

ocal:B

enesch_Projects\

Docu

ments\10500s\10555.0

0\4656\

Contract 1 - S23 - I-17-4338\

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m\

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gn


I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017


312-565-0450




101

648.3

7

648.2

5

648.1

2

648.0

0

647.8

7

647.7

5

647.6

2

647.5

0

647.3

7

647.2

5

647.1

2

647.0

0

646.8

7

646.7

5

646.6

2

646.5

0

646.3

7

646.2

5

646.1

2

646.0

0

645.8

7

645.7

5

645.6

2

645.5

0

645.3

7

645.9

9

649.5

4

653.1

0

656.6

5

663.6

5

663.6

1

663.4

9

663.3

5

663.3

6

663.2

6

663.2

5

663.1

1

662.9

7

662.9

4

662.9

0

662.6

5

662.6

3

662.5

0

662.3

8

662.1

9

662.0

9

661.9

4

661.8

8

661.7

6

661.5

5

661.4

9

661.3

7

661.2

4

661.1

3

661.0

5

660.9

7

660.9

0

660.8

0

656.6

5

657.5

8

647.9

1

644.1

2

643.9

8

643.8

4

643.7

0

643.5

6

643.4

1

643.2

7

643.1

3

642.9

9

642.8

4

642.7

0

642.5

6

642.4

2

642.2

8

642.1

3

641.9

9

641.8

5

641.7

1

641.5

7

641.3

5

641.0

9

640.8

3

640.5

6

640.3

1

640.2

3

640.1

4

660.8

0

660.7

8

660.7

2

660.5

7

660.4

9

660.4

7

660.3

8

660.2

3

660.1

4

660.0

8

659.9

4

659.7

9

659.6

4

659.4

8

659.5

1

659.4

0

659.2

5

659.2

2

659.1

7

659.0

8

658.9

1

658.8

6

658.7

0

658.6

2

658.4

7

658.3

3

658.2

1

658.0

8

657.9

4

MIN DEPTH = 40"

TRENCH

635

640

645

650

655

660

665

670

635

640

645

650

655

660

665

670

640

645

650

655

660

665

670

675

640

645

650

655

660

665

670

675

EL 638.8

7

1855

+95.3

VPI

ST

A

EL 660.2

3

VPI

ST

A 1859

+31.8

EL 661.8

3

VPI

ST

A 1867

+54.7

EL 656.0

0

VPI

ST

A 1868

+49.0

BE

LO

W

GR

AN

D

AV

E

10'

MIN

DEP

TH

MIN DEPTH 40"

TRENCH

EL 664.9

1

VPI

ST

A 1870

+27.2

EX GRAND AVE

XXXXXX

32103

32103

32103

GTHIESSE


MALSHARBINI

EX GROUND PROFILE

EX GROUND PROFILE

ITS-31

96ITS PROFILE

PR IT

S

EX

GR

OU

ND

PR IT

S

EX

GR

OU

ND



MIN DEPTH = 40"

DIRECTIONAL BORE

+9.12

%

-0.17%

ADDISON CREEK

-0.69% +1.20%

+1.20%

-12.0

5%

+0.00% +0.00%

+17.4

5%

EL 656.0

0

VPI

ST

A 1869

+74.1

+0.64%-1.17%

-1.14%

-0.69%

-6.33%

EL 663.4

0

VPI

ST

A 1858

+61.9

EL 664.9

2

VPI

ST

A 1874

+27.2

OPTIC DUCT

EX FIBER

p

w:\\beneschp

wise1.b

enesch.l

ocal:B

enesch_Projects\

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ments\10500s\10555.0

0\4656\

Contract 1 - S23 - I-17-4338\

Teleco

m\

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gn


I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017


312-565-0450




101

640.1

4

640.0

6

639.9

7

639.8

8

639.8

0

639.7

1

639.6

3

639.5

4

639.4

6

639.3

7

639.2

8

639.2

0

639.1

1

639.0

3

638.9

4

639.7

1

644.2

5

648.8

1

653.3

7

657.9

3

662.4

9

664.0

3

661.0

0

659.9

6

659.6

2

659.2

8

658.9

3

658.5

9

658.2

5

657.9

4

657.8

6

657.9

0

657.9

0

658.0

5

658.2

8

658.6

4

658.9

9

659.3

5

660.0

5

660.8

4

661.6

9

662.5

6

663.4

1

664.1

5

665.0

4

666.0

4

667.1

8

668.0

2

668.8

4

667.1

9

667.2

2

666.5

8

666.3

2

665.9

8

664.9

6

664.2

6

663.5

7

663.0

7

658.2

5

657.9

0

657.5

6

657.3

6

657.9

6

658.5

6

659.1

6

659.7

6

660.3

5

660.9

5

661.5

5

662.4

8

657.4

9

656.0

0

656.0

0

658.6

9

665.0

0

664.9

8

665.3

0

665.6

2

665.9

4

666.2

6

665.7

3

665.1

4

664.5

7

664.0

0

663.4

3

662.8

6

662.2

9

663.0

7

662.3

4

661.1

9

662.3

1

662.2

3

662.3

0

662.7

6

663.2

1

664.0

5

664.3

8

665.0

4

665.5

9

666.6

5

666.5

0

666.9

5

667.8

6

668.0

6

668.7

4

669.1

4

669.3

5

669.2

5

669.4

0

669.2

7

668.8

9

668.6

2

667.8

7

667.2

3

666.7

4

666.2

7

640.1

4

640.0

6

639.9

7

639.8

8

639.8

0

639.7

1

639.6

3

639.5

4

639.4

6

639.3

7

639.2

8

639.2

0

639.1

1

639.0

3

638.9

4

639.7

1

644.2

5

648.8

1

653.3

7

657.9

3

662.4

9

664.0

3

661.0

0

659.9

6

659.6

2

659.2

8

658.9

3

658.5

9

657.8

6

657.9

0

657.9

0

658.0

5

658.2

8

658.6

4

658.9

9

659.3

5

660.0

5

660.8

4

661.6

9

662.5

6

663.4

1

664.1

5

665.0

4

666.0

4

667.1

8

668.0

2

668.8

4

667.1

9

667.2

2

666.5

8

666.3

2

665.9

8

664.9

6

664.2

6

663.5

7

663.0

7

635

640

645

650

655

660

665

670

640

645

650

655

660

665

670

640

645

650

655

660

665

670

EL 658.1

2

VPI

ST

A 1886

+50.8

MIN DEPTH = 60"

TRENCH

EL 657.0

5

VPI

ST

A 1891+82.8

EL 654.4

0

VPI

ST

A 1894

+43.6

MIN DEPTH = 40"

TRENCH

UPRR

EL 661.0

6

VPI

ST

A 1877

+81.9

EL 658.6

1

VPI

ST

A 1882

+79.3

EL 657.4

8

VPI

ST

A 1884

+42.3

EL 656.3

6

VPI

ST

A 1890

+30.1

EL 649.2

4

VPI

ST

A 1897

+41.1

XXXXXX

32103

32103

32103

GTHIESSE


MALSHARBINI

EX GROUND PROFILE

EX GROUND PROFILE

ITS-32

97ITS PROFILE

PR IT

S

EX

GR

OU

ND

PR IT

S

EX

GR

OU

ND

635 635



MIN DEPTH = 60"

DIRECTIONAL BORE

-1.14%-0.60%

+0.04%-0.60% +0.04% -1.76%

+0.32%

-0.67% +0.44%

+0.07%

+0.07% -1.38%

-2.39%-0.24% +0.08% -0.20% +0.33%

EL 649.0

1

VPI

ST

A 1898

+40.8

EL 648.9

8

VPI

ST

A 1898

+56.5

EL 649.2

2

VPI

ST

A 1901+98.2

635

640

645

650

655

660

665

670

p

w:\\beneschp

wise1.b

enesch.l

ocal:B

enesch_Projects\

Docu

ments\10500s\10555.0

0\4656\

Contract 1 - S23 - I-17-4338\

Teleco

m\

Sht\4338


gn


I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017


312-565-0450




101

662.2

9

661.7

2

661.1

5

660.8

0

660.5

0

660.2

0

659.9

0

659.6

5

659.6

7

659.6

9

659.7

1

659.7

3

659.5

3

658.6

5

657.7

7

657.5

1

657.6

7

657.8

3

657.9

9

656.8

3

656.5

0

656.1

6

655.8

2

655.7

1

655.9

3

656.1

4

658.9

3

656.9

7

657.0

0

666.2

7

665.6

1

664.8

0

664.6

4

664.0

5

663.8

2

663.6

3

663.1

9

663.1

2

663.3

8

663.2

3

663.0

7

663.1

7

663.4

3

662.1

4

661.8

0

662.0

1

661.6

8

661.5

7

662.0

9

662.3

8

661.3

0

660.9

4

660.7

1

660.9

7

661.1

7

661.9

3

661.9

7

662.4

5

657.0

0

659.0

4

656.9

8

656.2

9

662.4

5

662.4

8

662.0

9

669.9

8

669.0

2

660.2

0

660.2

3

658.2

7

657.1

0

655.6

1

655.0

0

653.8

7

653.8

0

652.4

1

652.3

7

652.5

2

652.0

4

652.1

0

652.2

0

652.3

5

652.6

2

652.5

4

652.6

0

652.6

3

652.9

4

653.3

8

653.8

1

653.5

2

653.3

0

655.6

1

654.9

2

656.1

0

654.5

2

653.3

2

652.1

2

650.9

2

649.7

3

649.1

7

649.0

4

648.9

7

649.0

1

649.0

5

649.0

9

649.1

3

649.1

7

649.4

6

649.0

3

648.9

3

649.0

3

649.1

9

649.3

5

649.5

2

649.6

8

649.8

5

657.0

0

659.0

4

656.9

8

656.2

9

662.4

8

662.0

9

669.9

8

669.0

2

660.2

0

660.2

3

658.2

7

657.1

0

655.6

1

655.0

0

653.8

7

653.8

0

652.4

1

652.3

7

652.5

2

652.0

4

652.1

0

652.2

0

652.3

5

652.6

2

652.5

4

652.6

0

652.6

3

652.9

4

653.3

8

653.8

1

653.5

2

653.3

0

655.6

1

654.9

2

656.1

0

654.5

2

653.3

2

652.1

2

650.9

2

649.7

3

649.1

7

649.0

4

648.9

7

649.0

1

649.0

5

649.0

9

649.1

3

649.1

7

649.4

6

649.0

3

648.9

3

649.0

3

649.1

9

649.3

5

649.5

2

649.6

8

662.2

9

661.7

2

661.1

5

660.8

0

660.5

0

660.2

0

659.9

0

659.6

5

659.6

7

659.6

9

659.7

1

659.7

3

659.5

3

658.6

5

657.7

7

657.5

1

657.6

7

657.8

3

657.9

9

656.8

3

656.5

0

656.1

6

655.8

2

655.7

1

655.9

3

656.1

4

658.9

3

656.9

7

665.6

1

664.8

0

664.6

4

664.0

5

663.8

2

663.6

3

663.1

9

663.1

2

663.3

8

663.2

3

663.0

7

663.1

7

663.4

3

662.1

4

661.8

0

662.0

1

661.6

8

661.5

7

662.0

9

662.3

8

661.3

0

660.9

4

660.7

1

660.9

7

661.1

7

661.9

3

661.9

7

662.4

5

635

640

645

650

655

660

665

670

640

645

650

655

660

665

670

675

640

645

650

655

660

665

670

675

EL 650.0

1

VPI

ST

A 1906

+50.9

EL 651.3

6

VPI

ST

A 1909

+73.0

EL 650.4

7

VPI

ST

A 1913

+79.7

EL 648.6

8

VPI

ST

A 1917

+48.8

EL 647.7

3

VPI

ST

A 1920

+70

XXXXXX

32103

32103

32103

GTHIESSE


MALSHARBINI

EX GROUND PROFILE

EX GROUND PROFILE EX WOLF ST

ITS-33

98ITS PROFILE



PR IT

S

EX

GR

OU

ND

PR IT

S

EX

GR

OU

ND

+0.33%+0.31%

+0.50%

-0.44% +0.32%

-0.49% -0.28%

-0.28%

635

640

645

650

655

660

665

670

p

w:\\beneschp

wise1.b

enesch.l

ocal:B

enesch_Projects\

Docu

ments\10500s\10555.0

0\4656\

Contract 1 - S23 - I-17-4338\

Teleco

m\

Sht\4338


gn


I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017


312-565-0450




101

653.3

0

654.1

2

653.9

5

653.8

7

653.8

5

654.6

3

654.6

5

654.8

1

654.9

8

655.4

6

655.0

6

654.6

6

654.2

4

653.7

0

653.6

5

654.1

6

653.8

5

654.3

2

654.0

1

653.6

3

653.2

0

652.4

6

652.8

7

652.4

2

651.9

2

651.6

3

651.5

3

651.6

0

651.4

3

649.8

5

650.1

7

650.1

6

650.3

2

650.5

1

650.7

6

651.0

1

651.2

6

651.3

1

651.0

9

650.8

7

650.6

5

650.4

3

650.2

1

650.2

2

650.3

8

650.3

8

650.1

3

649.8

9

649.6

4

649.4

0

649.1

5

648.9

0

648.9

9

648.4

7

648.3

3

648.1

9

648.0

6

647.9

2

651.4

3

651.4

9

647.9

2

647.7

8

654.1

2

653.9

5

653.8

7

653.8

5

654.6

3

654.6

5

654.8

1

654.9

8

655.4

6

655.0

6

654.6

6

654.2

4

653.7

0

653.6

5

654.1

6

653.8

5

654.3

2

654.0

1

653.6

3

653.2

0

652.4

6

652.8

7

652.4

2

651.9

2

651.6

3

651.5

3

651.6

0

651.4

3

649.8

5

650.1

7

650.1

6

650.3

2

650.5

1

650.7

6

651.0

1

651.2

6

651.3

1

651.0

9

650.8

7

650.6

5

650.4

3

650.2

1

650.2

2

650.3

8

650.3

8

650.1

3

649.8

9

649.6

4

649.4

0

649.1

5

648.9

0

648.9

9

648.4

7

648.3

3

648.1

9

648.0

6

312-565-0450




I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017

pw:\\beneschp

wise1.b

enesch.l

ocal:B

enesch_Projects\

Docu

ments\10500s\10555.0

0\4656\

Contract 1 - S23 - I-17-4338\

Teleco

m\

Mod\4338

A-align-IT

S.d

gn


101

635

640

645

650

655

660

665

670

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 2501020304050

1847+00.0000 R1

635

640

645

650

655

660

665

670

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 2501020304050

EX

RO

W

EX

RO

W

XXXXXX

32102

32102

32102

BHODOR

GTHIESSE

4338A-align-ITS.dgn4338A-align-ITS.dgn4338A-align-ITS.dgn

ITS CROSS SECTIONS

645.0

511

3.5

0',

645.0

511

6.5

0',

STA. 1847+00.00 99

XS-01

FUTURE ROADWAY

EXISTING ROADWAY

BANK

PROPOSED ITS DUCT

312-565-0450




I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017

pw:\\beneschp

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enesch.l

ocal:B

enesch_Projects\

Docu

ments\10500s\10555.0

0\4656\

Contract 1 - S23 - I-17-4338\

Teleco

m\

Mod\4338

A-align-IT

S.d

gn


101

645

650

655

660

665

670

675

680

685

690

695

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 2501020304050

1878+00.0000 R1

645

650

655

660

665

670

675

680

685

690

695

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 2501020304050

EX

RO

WE

X

RO

W

XXXXXX

32102

32102

32102

BHODOR

GTHIESSE


ITS CROSS SECTIONS

4.00% 661.48

150.0

9',

661.48

153.0

9',

STA. 1878+00.00

XS-02

FUTURE RETAINING WALL

EXISTING RETAINING WALL

BANK

PROPOSED ITS DUCT

100

312-565-0450




I L L I N O I S 6 0 5 1 5


2 7 0 0 O G D E N A V E N U E


REVISIONS

DRAWING NO.

OF

DRAWN BY

CHECKED BY

DATE

DATE

SHT NO. 12/06/2017

12/06/2017

pw:\\beneschp

wise1.b

enesch.l

ocal:B

enesch_Projects\

Docu

ments\10500s\10555.0

0\4656\

Contract 1 - S23 - I-17-4338\

Teleco

m\

Mod\4338

A-align-IT

S.d

gn


101

635

640

645

650

655

660

665

670

675

680

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 2501020304050

1910+00.0000 R1

635

640

645

650

655

660

665

670

675

680

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 2501020304050

EX

RO

WE

X

RO

W

XXXXXX

32102

32102

32102

BHODOR

GTHIESSE


ITS CROSS SECTIONS

4.00%

650.5

0

650.5

0

118.6

2',

121.62',

STA. 1910+00.00

XS-03

FUTURE RETAINING WALL

BANK

PROPOSED ITS DUCT

101

EXISTING ROADWAY

REVISIONSDATE

RIGHT OF WAY FENCE

SHEET 1 OF 3

R.O.W. FENCE TYPES 1 AND 2

FENCE DETAILS

REVISED ROLLED FORM SECTIONS

REVISED NOTES

REVISED NOTES

APPROVED DATE

CHIEF ENGINEER

7-1-2009

3'-

6"

6'-

0"

12"

1'-2"} 1'-2"}

6"

5"

MA

X.

3"

MIN.

(4'-0" OR

OPENING

12"

3'-

0"

3'-

0"

5"

MA

X.

3"

MIN.

3'-

6"

(20' OR AS SHOWN ON PLANS)

GATE OPENING

10"}

2'-

0"

18"

6"

3'-

6"

4'-

0"

1'-2"}

3'-

0"

3'-

6"

1"

MIN.

6'-

0"

1-•

"

NO

RM

AL

10'-0" MAX.10'-0" MAX.

3'-

0"

3'-

0"

3'-

6"

12"

12"

2'-

6"

3'-

0"

4'-0"4'-0"24"

2'-

6"

7'-

0"

12"}

2'-

6"

3'-

0"

12"}

3'-

11"

4'-

0"

3"

12"

2"

12"

10"}

18"

2'-

0"

6"

3"

12"

18"

4"12"}

2'-

6"

3'-

11"

2"

1"

MIN.

3"

NO

RM

AL

6"

24"

4"

12"}

18"

2'-

6"

7'-

0"

3-11-2015

3-31-2014

11-01-2012

7-01-2009

3-31-2017 REVISED NOTES STANDARD D1-05

24"

18"

PEDESTRIAN GATEVEHICULAR GATE

PULL POST LINE POST CORNER OR END POST

CORNER OR END POST

LINE POSTPULL POSTVEHICULAR GATE

GENERAL NOTES

PEDESTRIAN GATE

*

BARS

STRETCHER

6'-

0"

ON PLANS)AS SHOWN

PADLOCKING

PROVISIONS FOR

GATE LATCH WITH

STRETCHER BAR

TENSION WIRE

LINE POST

STRETCHER BAR

GATE FRAME (90° SWING)

TOP GATE HINGE

GATE POST

(90° SWING)

GATE HINGE

BOTTOM

GROUND LINE

BAR

STRETCHER

6'-

0"

1'-4"}

STOP

GATE

(180° SWING)

GATE HINGE

BOTTOM

FOOTING

CONCRETEAT 24" C/C

FABRIC TIES

LINE

GROUND

MAX. DISTANCE OF 8'-0".

1" MIN. TO 6" MAX. FOR A

DIMENSION MAY VARY BETWEEN

ON UNEVEN GROUND THIS

*

1'-2"}

TENSION WIRE

BOTTOM

POST FOOTING

MIN. 6 REQ'D.

C-C MAX.

SPACED 14"

FABRIC TIE

FABRIC

LINE POSTS

OR END) POST

TERMINAL (CORNER

CAP

STRETCHER BAR

GALVANIZED STEEL

TRUSS ROD-…" DIA.

BRACE

(TYP.)

ROD

TRUSS

BRACELINE POST

TERMINAL (PULL) POST

LINE POST

TOP TENSION WIRE

BAR

STRETCHER

(180° SWING)

TOP GATE HINGE

CAP

AT 12" C/C

FABRIC TIES

WITH PROVISIONS FOR PADLOCKING

PLUNGER ROD (1…"}) AND LATCH

BAR

STRETCHER

GATE FRAME

POST

GATE

TRUSS ROD-…"} GALV. STEEL

SPACED 12" C/C MAX.

STRETCHER BAR BAND

FOOTING

CONCRETE FOOTING

CONCRETE

SHOWN ON PLANS

*

MAX. DISTANCE OF 8'-0".

1" MIN. TO 6" MAX. FOR A

DIMENSION MAY VARY BETWEEN

ON UNEVEN GROUND THIS

FOOTINGCONCRETE

GATE OPENING

4'-0" OR ASGATE OPENING

20'-0" OR AS SHOWN ON PLANS

GATE POST

PADLOCKING

PROVISIONS FOR

GATE LATCH WITH

THAT SHOWN FOR END POST

SHALL BE THE SAME AS

BRACING FOR GATE POST

GATE POST

GATE FRAME

POST

GATE

ON GATE

CENTER BRACE

WITH PROVISIONS FOR PADLOCKING

PLUNGER ROD (1-…" DIA.) AND LATCH

GATE FRAME

GATE POSTCAP

5" C/C FOUR STRANDS BARBED WIRE

12• GA. WIRE 4 POINTS BARB

WIRE

BARBED

FENCE

WOVEN WIRE

BRACE

TWIST TIGHTLY WRAPPED.

BACK ON ITSELF WITH NOT LESS THAN 3

THE WIRES AROUND THE POST AND TYING

END, PULL, AND GATE POSTS BY WRAPPING

FENCE SHALL BE FASTENED TO THE CORNER,

BARBED WIRES AND LINE WIRES OF WOVEN

END POST

CORNER OR

ALTERNATING ON SUCCESSIVE POSTS.

BE TIED TO EACH POST, TIE EVERY WIRE BETWEEN,

TOP AND BOTTOM WIRE OF WOVEN FENCE SHALL

BARBED WIRES SHALL BE TIED TO EACH POST

PULL POST

LINE POST

12"

GATE STOP

LINE

GROUND

5" C/C ONE STRAND BARBED WIRE

12• GA. WIRE 4 POINTS BARB

FOOTING

CONCRETE

3'-

0"

*

PLATE

ANCHOR

BRACE

C/C

12'-6" MAX. 12'-6" MAX.

4'-0"

FOOTING

CONCRETE

3'-

0"

RIGHT OF WAY FENCE, TYPE 1, 6'

RIGHT OF WAY FENCE, TYPE 2, 4'

WITHIN THE CLEAR ZONE SHALL BE AVOIDED.

8. PLACEMENT OF BRACED END POSTS OR CORNER POSTS

TWISTED AND BARBED SELVAGE ON BOTTOM.

FABRIC SHALL BE KNUCKLED SELVAGE ON TOP AND

WHERE RIGHT-OF-WAY FENCE, TYPE 1 IS USED, THE 7.

MAY BE USED.

BE PLACED. WHERE ANGLE IS LESS THAN 10° LINE POST

MORE, A CORNER POST WITH BRACING AS REQUIRED SHALL

WHERE GRADE LINE HAS A CHANGE IN SLOPE OF 10° OR 6.

THAN 10° A PULL POST SHALL BE USED.

POINT OF CHANGE. WHERE THE ANGLE OF CHANGE IS LESS

10° OR MORE, A CORNER POST SHALL BE PLACED AT THE

WHEN THE FENCE LINE HAS A CHANGE IN DIRECTION OF 5.

(NOTE 8)

BARBED SELVAGE

TWISTED AND

(NOTE 8)

KNUCKLED SELVAGE

GALV. STEEL

TRUSS ROD-…"}

GALV.STEEL

TRUSS ROD-…"}

STEEL

GALVANIZED

…"}

TRUSS ROD

ANCHORED WITH ANCHORAGE SPECIFIED FOR CORNER POSTS.

POSTS FROM THE GROUND, THE LINE POSTS SHALL BE

WHEN THE TENSION OF THE FENCE TENDS TO PULL THE 4.

SIDE OF FENCE FABRIC.

LINE POSTS AND BRACES SHALL BE ON ILLINOIS TOLLWAY 3.

ON ILLINOIS TOLLWAY PROPERTY.

INSTALLED PARALLEL TO AND 6" INSIDE THE R.O.W. LINE

WHERE R.O.W. FENCE FOLLOWS R.O.W. LINE IT SHALL BE 2.

FOR TYPE 2.

USED AT 500' CENTERS FOR TYPE 1 AND 330' CENTERS

ON STRAIGHT RUNS OF FENCE, PULL POSTS SHALL BE 1.

APPROVED DATE

CHIEF ENGINEER

7-1-2009

RIGHT OF WAY FENCE

SHEET 2 OF 3

12" 12" 12"

8" TO 10"

6"

MIN.

10'-

0"

MIN.

18"

18"

11'-

0'

6'-

0"

4'-

8"

4"

45°

EMBEDMENT

3•"

2"3"

2•

"

STANDARD D1-05

ELECTRICAL GROUNDING DETAILS

DETAILS OF ROLL FORMED SECTIONS

TERMINAL POST SECTION

STANDARD GROUND COUNTERPOISE GROUND (ALTERNATE)

NOTES FOR STANDARD AND COUNTERPOISE GROUND:

NOTE FOR FENCE POST:

WITH OR WITHOUT DRIVE ANCHORS

DRIVEN LINE POST ANCHORAGE

ALTERNATE

NOTES FOR ABUTMENT CONNECTION:

ABUTMENT CONNECTION DETAIL

METHOD OF TYING

FABRIC TO TENSION WIRES

LINE POST "C" SECTION

BRACE SECTION

STRETCHER BAR TO POST

METHOD OF FASTENING

BOLTS WITH STANDARD WASHERS MEETING THE APPROVAL OF THE ENGINEER.

POST SHALL BE BOLTED DIRECTLY TO THE ABUTMENT WALL WITH 2•" x 5"

WHEN ROLL FORMED SECTION IS USED IN LIEU OF PIPE AS END POST, THE 1.

1.25 LBS/LF

B

A

5.10 LBS/LF

LOCK LOOPS

LENGTH OF POST.

LOOPS FOR THE ENTIRE

WOVEN INTO THE LOCK

WIRE FABRIC TO BE

0.1345" THICK

3.5

0"

3.50"

1.25"

1.6

25"

CARRIAGE BOLT.

NOT LESS THAN „"x 1" WITH A …" GALVANIZED

BAR BANDS SHALL BE GALVANIZED FLAT STEEL BAR

BAR NOT LESS THAN ‚" x ƒ" AND THE STRETCHER

STRETCHER BARS SHALL BE GALVANIZED FLAT STEEL

POST

BAR

STRETCHER

FABRIC

12" C-C MAX.

BAND SPACED

STRETCHER BAR

BARBED

TWISTED AND

WIRE

TENSION

TOP

WIRE

TENSION

BOTTOM

24" C-C MAX. (TYP.)

FABRIC TIE SPACEDKNUCKLED SELVAGE

FABRIC

2"

2"

OF THE GROUND WIRE SHALL BE MADE TO THE BOTTOM TENSION WIRE.

ROD BY STAINLESS STEEL BOLTS AND WASHERS. THE LOWER CONNECTION

THE GROUND WIRES SHALL BE CONNECTED TO FENCE FABRIC AND GROUND 4.

RODS CAN NOT BE DRIVEN DUE TO IMPERVIOUS EARTH MATERIALS.

COUNTERPOISE GROUNDS SHALL BE USED AT LOCATIONS WHERE GROUND 3.

CABLE CROSSING SHALL HAVE A SINGLE GROUND.

FEET AWAY. FENCE LOCATED DIRECTLY UNDER A TELEPHONE WIRE OR

DIRECTLY UNDER THE CROSSING AND ONE ON EACH SIDE AT 25 TO 50

FENCE CROSSING UNDER A POWER LINE SHALL BE GROUNDED, ONCE 2.

FEET EACH SIDE OF THE GATE.

ADJACENT TO A GATE SHALL BE GROUNDED A MAXIMUM DISTANCE 100

500 FEET IN URBAN AREAS AND 1000 FEET IN RURAL AREAS. FENCE

THE INTERVALS FOR GROUNDING CONTINUOUS FENCING SHALL NOT EXCEED 1.

TENSION WIRE

FABRIC (NOTE 4)

CONNECTED TO FENCE

GROUND WIRE

CO

PP

ER

WIR

E

6"

SO

LID

BA

RE

22'-0" APPROXIMATELY

STEEL ROD

COPPER CLAD

†" MIN. }

FABRICWIRE FABRIC

WIRE

TENSION

GROUND LINE

LEDGE OF IMPERVIOUS MATERIAL

MIN. 24" LONG

DRIVE ANCHORS

COLLAR

LINE POST

W/STD. WASHER

•"x5" BOLT…" BOLT

END POST

3"x …" BAND

FACE OF BACKWALL

CONNECTING ANGLE

4"x3•"xŠ"x3" LONG

BA

CK

WA

LL

FR

OM

FA

CE

OF

BE

LES

S

TH

AN 1'-

0"

CO

NN

EC

TIO

N

NO

T

TO

AB

UT

ME

NT

EMBEDMENT

FOR MIN.

IN CONC.

DRILL HOLE

A x B = 2.250" x 1.625"

HEAVY "C" - 2.70 LBS/LF

LINE POSTLINE POST

SHALL BE AS RECOMMENDED BY THE MANUFACTURER.

BLADES AND COLLARS) FOR DIFFERENT TYPE OF POSTS

AND COATING REQUIREMENTS OF DRIVE ANCHORS (ANCHOR

ANCHORS SHALL BE USED. TYPES, SHAPES, DIMENSIONS

STABILITY OF THE POST IS QUESTIONABLE, DRIVE

WHEN SOIL IS WEAKER (Qu < 1.25 TONS/ SQ. FT.) AND

MAY BE USED IN AVERAGE TO GOOD SOIL CONDITIONS.

DRIVEN LINE POST ANCHORAGE WITHOUT DRIVE ANCHORS

ALTERNATE DRIVEN LINE POST ANCHORAGE IS OPTIONAL.

APPROVED DATE

CHIEF ENGINEER

7-1-2009

RIGHT OF WAY FENCE

SHEET 3 OF 3

4" MAX.

}=POST}+3"

"X"

"Y"

(TYP.)1

8" CLE

ARANCE

1'-0"} MA

X.

6"

(TY

P.)

9"

MA

X.

MA

X.

9"

MIN.

15"

STANDARD D1-05

FENCE INSTALLATION OVER DITCH

NOTE:

STREAM CROSSING, TYPE 2

PLAN AT HEADWALL

ELEVATION

NOTES FOR INSTALLATION AROUND HEADWALL:

INSTALLATION AROUND HEADWALLDETAIL A

CONCRETE

CENTERED IN

END POST NOT

END POST END POST

BE DECREASED ACCORDINGLY.

WHEN "X" EXCEEDS 15" "Y" SHALL

BE SHORTENED AS REQUIRED.

"Y" =15", AND THE POST SHALL

30" WHEN "X" IS 0" TO 15"

"X" + "Y" SHALL NOT EXCEED

ROCK LEDGE IS ENCOUNTERED

FOOTING FOR POST WHEN

LEDGE

BY THE ENGINEER

GROUT AS DIRECTED

LINE

GROUND

REGULAR FOOTING

} SAME AS

ASSEMBLY

CORNER POST

6" MAX.

3" MIN.

R.O.W. FENCE

R.O.W. LINE

ASSEMBLY

CORNER POST

TOE OF SLOPE

FENCE

ASSEMBLY

CORNER POST

ASSEMBLY

CORNER POST

CULVERT

SEE DETAIL "A"

END POST END POST

FENCE, TYPE 1 OR TYPE 2

4' MIN. EMBEDMENT

THE ENGINEER

AS DIRECTED BY

4' MIN. EMBEDMENT

NOTE 2

THE ENGINEER

AS DIRECTED BY

EXTRA LENGTH POSTS

5" C-C BARBED WIRE

12-1/2 GA., 4 POINT BARBED

NORMAL

FLOW NOTE 3

NOTE 3

VARIOUS CHANNEL SECTIONS.

STEEPER BANKS TO FIT

MAY BE VARIED FOR

NORMAL FLOW: NONE.

SEE DETAIL "A"

END POST END POST

FENCE, TYPE 1 OR TYPE 2

NOTE 3

TO FAN WIRES

GRADE IF NECESSARY

NOTE 3

THE ENGINEER

AS DIRECTED BY

EXTRA LENGTH POSTS

THE ENGINEER

AS DIRECTED BY

4' MIN. EMBEDMENT

CONCRETE FOOTING

5" C-C BARBED WIRE

12• GA., 4 POINT BARBED

STREAM CROSSING, TYPE 1

NOTES FOR STREAM CROSSING TYPE 1 AND TYPE 2:

TOP OF SLOPE

SIMILAR CONDITIONS PER STANDARD DRAWING.

CONCRETE AND FITTINGS FOR ALL TYPES OF FENCE SHALL BE AS DETAILED FOR 3.

EVENLY SPACED FASHION TO PREVENT SLIPPAGE.

INTERMEDIATE WIRES SHALL BE TIED TO THE BOTTOM WIRE AND TO POSTS IN AN

BE ANCHORED TO CONCRETE FOOTING OR TO HOLES DRILLED IN POSTS, AND

FOR STREAM CROSSING OF THE TYPE REQUIRED THE BOTTOM BARBED WIRE SHALL 2.

WILL BE VARIED AS REQUIRED OR DIRECTED TO MEET FIELD CONDITIONS.

REPRESENTATIVE OF ALL CONDITIONS WHICH WILL BE ENCOUNTERED. CONSTRUCTION

THESE INSTALLATION CONDITIONS ARE TYPICAL AND ARE NOT TO BE CONSTRUED AS 1.

APPROVED BY THE ENGINEER SHALL BE USED.

TO THE TOP OF THE CULVERT, A CAST IRON SHOE OR OTHER DEVICE

WHEN THE WIDTH OF THE CULVERT MAKES NECESSARY TO ANCHOR A POST 2.

CALLED FOR IN THE CONTRACT PLANS.

THIS TYPE OF INSTALLATION IS TO BE USED ONLY WHEN SPECIFICALLY 1.

THE END POSTS.

WIRE STRANDS AT 12" MAXIMUM CENTERS BETWEEN

THE FENCE FABRIC SHALL BE REPLACED BY BARBED

SYMBOLS AND PATTERNS

SHEET 1 OF 3

REVISIONSDATE

REVISED SYMBOL & PATTERNS

ADDED NEW SYMBOLS

ADDED NEW SYMBOL

APPROVED DATE

CHIEF ENGINEER

7-1-2009

3-11-2015

STANDARD D2-04

3-31-2016

7-01-2009

11-01-2012

UPDATED DITCH CHECK SYMBOL

EROSION & SEDIMENT CONTROL, LANDSCAPING ITEMS

PROPOSEDEXISTINGPROPOSEDEXISTINGPROPOSED

SURVEY AND ROADWAY ITEMS

EXISTING

PROPOSED

DRAINAGE AND UTILITY ITEMS; ROADWAY LIGHTING AND SIGNS

EXISTING

SPAN TYPE SIGN STRUCTURE

CANTILEVER SIGN STRUCTURE

SINGLE COLUMN GROUND MOUNTED SIGN

DOUBLE COLUMN GROUND MOUNTED SIGN

TRIPLE COLUMN GROUND MOUNTED SIGN

BENCHMARK

RUMBLE STRIP

CONSTRUCTION JOINT W/DOWEL BARS

PIPE CULVERT

UNDERPASS LUMINAIRE

CABLE IN DUCT W/O GROUND

WATER POINT

STEEL TOWER

WATER WELL

SWAMP

STREAM

LAKE OR POND

QUARRY

BOX CULVERT WITH HEADWALL

LOW POINT

OVERHEAD ELECTRICAL

CABLE OR CONDUIT TAG

LIGHT-DUTY BOX

WOOD POLE

ROADWAY LUMINAIRE

OVERHEAD TELEPHONE

WATERMAIN VALVE VAULT

ELECTRICAL MANHOLE

TELEPHONE MANHOLE

SUPER SILT FENCE

DEWATERING BASIN

PROTECTION

RECTANGULAR INLET

SEDIMENT TRAP

STONE OUTLET STRUCTURE

SEDIMENT BASIN

TREES AND STUMP

TEMPORARY SWALE

TEMPORARY PIPE SLOPE DRAIN

STREAM DIVERSION

INITIAL CONSTRUCTION ITEM

TEMPORARY RIPRAP

DRAINAGE PATH

(LIMITS OF CONSTRUCTION)

CLEARING & GRADING LIMITS

TEMPORARY STREAM CROSSING

PROTECTION-STONE

CULVERT INLET

SEEDING CLASS A5

SEEDING CLASS A4

SEEDING CLASS A1

TURF REINFORCEMENT MAT

EROSION CONTROL BLANKET

TEMPORARY GROUND COVER

SEEDING CLASS A6

OVER SEEDING CLASS B1

OVER SEEDING CLASS B2

SODDING (SALT TOLERANT)

SEEDING CLASS A3

SEEDING CLASS D1

SEEDING CLASS A2

A

LD

E

T

W

WW

P

T

E

T

LD

W

RIP

DB

TS

IC

CIP

BUTTERFLY SIGN STRUCTURE

SILT FENCE

DIVERSION DIKE

DRAINAGE DIVIDE

FIPB

INLET PROTECTION, BASKET TYPE

FILTER FABRIC

INLET PROTECTION, COVER TYPE

FILTER FABRICFIPC

FLOTATION BOOMFB FB

TPTREE PROTECTION

TEMPORARY ROCK CHECK DAM

AGGREGATE BERM

SEDIMENT BASIN

STABILIZED CONSTRUCTION ENTRANCE

PROTECTION-FENCE

CULVERT INLET

T TEMPORARY DITCH CHECK


SHEET 2 OF 3

APPROVED DATE

CHIEF ENGINEER

7-1-2009

STANDARD D2-04

NOTE:

ARE PROPOSED UNLESS OTHERWISE NOTED.

ALL SYMBOLS AND PATTERNS ON THIS DRAWING

ELECTRICAL AND MECHANICAL ITEMS

EXISTING PROPOSED

COMPRESSED AIR (A)

ACID RESISTANT WASTE OR DRAIN

ACID RESISTANT VENT

STORM SEWER (DOWNSPOUT)

GAS LINE

HEATING HOT WATER SUPPLY (HHWS)

DRY COMPRESSED AIR (IA-INSTRUMENT AIR)

PROCESS WATER ("P" WATER) LINE

PROTECTED WATER OR PLANT WATER (PW)

REFRIGERANT DISCHARGE LINE (RD)

REFRIGERANT SUCTION LINE (RS)

HOT GAS BYPASS LINE (HG)

HEATING HOT WATER RETURN (HHWR)

VENT LINE (V)

STANDBY GENERATOR

MECHANICALLY HELD LIGHTING COIL

DUPLEX RECEPTACLE

SINGLE-POLE SWITCH

PANEL CIRCUIT BREAKER

CONTROL RELAY COIL

WIRE

CONDUIT

ANGLE ADAPTER

WITH SPRING DOOR, BACK BOX, &

4P, 4W, WEATHERPROOF RECEPTACLE

WITH SPRING DOOR & BACK BOX

4P, 4W, WEATHERPROOF RECEPTACLE

GROUND FAULT PROTECTION

DUPLEX RECEPTACLE WITH

REFLECTOR, ELECTRONIC BALLAST.

1' X 4' INDUSTRIAL FLUORESCENT FIXTURE, PORCELAIN

CONTROL BUILDING LIGHTING

WITH WIRE GUARD & SINGLE FACTORY INSTALLED FUSE

COMPACT WALL-MOUNTED LOW WATTAGE HPS FIXTURE

WITH WALL MOUNTING BRACKET

12 WATT SEALED BEAM HALOGEN LAMPS

EMERGENCY LIGHT UNIT WITH 2-6 VOLT,

REGULATOR BALLAST. ASYMMETRIC PATTERN

ENCLOSED REFLECTOR & TEMPERED GLASS LENS W/AUTO

LANE LIGHTING - HEAVY DUTY ALUMINUM HOUSING WITH

AUTOMATIC TRANSFER SWITCH (ATS)

TRANSFORMER

MOTOR

SELF CONTAINED UTILITY METERING

GROUND ROD

INDICATES CIRCUIT TURNING UP

HOME RUN TO PANEL AS NOTED

INDICATES CIRCUIT TURNING DOWN

GROUNDING TRIAD

JUNCTION BOX

DISCONNECT SWITCH

CIRCUIT BREAKER

MANUAL TRANSFER SWITCH

WH

ATS

JORJB

__KVA

__*, __W

__

_ _

_

___A

_P,_W

__-__Y/__V

__A

__A

__A

__. SW.

G

C

CR

B

C

S

D

B

A

C

GFI

__A

_P

_

__

___

A

AR

DS

G

HG

IA

P

PW

RD

RS

ARV

HHWR

HHWS

V

A

AR

DS

G

HG

IA

P

PW

RD

RS

ARV

HHWR

HHWS

V


SHEET 3 OF 3

APPROVED DATE

CHIEF ENGINEER

7-1-2009

STANDARD D2-04

NOTE:

ARE PROPOSED UNLESS OTHERWISE NOTED.

ALL SYMBOLS AND PATTERNS ON THIS DRAWING

AIR ELIMINATOR (AIR VENT)

EXPANSION JOINT (BELLOWS TYPE)

PIPE GUIDE

EXPANSION JOINT (SLIP TYPE)

CROSSOVER

ORIFICE FLANGE

ECCENTRIC REDUCER

CONCENTRIC REDUCER

PIPE CAP

STRAIGHT CROSS

SIDE OUTLET ELBOW TURNED DOWN

SIDE OUTLET ELBOW TURNED UP

LATERAL

TEE

TEE OUTLET DOWN

TEE OUTLET UP

UNION

STRAINER

PIPE ANCHOR

ANGLE GATE VALVE

CHECK VALVE

BUTTERFLY VALVE

GLOBE VALVE

90° ELBOW

(NOS. = RANGE IN DEGREES FAHRENHEIT)

THERMOMETER

COMPOUND GAUGE

PRESSURE, VACUUM OR

90° ELBOW TURNED DOWN

90° ELBOW TURNED UP

FLOW SWITCH

FLOAT OPERATED VALVE

SOLENOID VALVE

QUICK COUPLING (QC)

TEMPERATURE CONTROL VALVE

PLUG VALVE WITH MEMORY STOP (BALANCING)

GATE VALVE

SPLITTER DAMPER

PLUG VALVE

AND EXISTING

CONNECTION BETWEEN NEW

FLOW TO BE INDICATED

VENTURI FLOW METER AND

SENSOR

THERMOSTAT OR ROOM TEMPERATURE

WITH UNIT HEATER SCHEDULE)

CABINET TYPE UNIT HEATER (NO. CORRESPONDS


VERTICAL UNIT HEATER (NO. CORRESPONDS


HORIZONTAL UNIT HEATER (NO. CORRESPONDS

(NOS. = PRESSURE SETTING - PSIG)

SAFETY VALVE

REDUCER SCHEDULE)

(NO. CORRESPONDS WITH AIR PRESSURE

AIR PRESSURE REDUCING STATION

(NOS = INITIAL AND FINAL PRESSURE - PSIG)

PRESSURE REDUCING VALVE

VALVE TOP VIEW

THREE-WAY TEMPERATURE CONTROL

CONTROL VALVE DIAPHRAGM

THREE-WAY TEMPERATURE

SUPPLY DUCT SECTION

RETURN OR EXHAUST DUCT SECTION

TURNING VANES

BALANCING OR VOLUME DAMPER

MOTOR OPERATED DAMPER

FLEXIBLE DUCT

FIRE DAMPER

SOUND ATTENUATOR

ZONE DAMPER

EXTRACTOR

OF THE AIR FLOW

QUANTITY AND DIRECTION

OF SIDE NOT SHOWN.)

SHOWN, SECOND FIGURE SIZE

DUCT SIZE (FIRST FIGURE SIZE OF

DIRECTION OF FLOW

DUCT DROPS IN THE

DIRECTION OF FLOW

DUCT RISES IN THE

DIFFUSER; AIR FLOW -- 100 CFM

8" THROAT DIAMETER CEILING

FAN OR EQUIPMENT

FLEXIBLE CONNECTION AT

ELECTRICAL AND MECHANICAL ITEMS

CFMCFM

OR

OR

R

OR

OR

ORD D

ORR

OR

OR

OR

MM

CFM CFM

X

X

A

X

-

QC

PRV

S

B

OR

T

UH

UH

UH

GPM

REVISIONSDATE

CONSTRUCTION SIGNS

03-31-14

11-01-12

01-01-11

05-01-09

DELETED SIGN TS-1

ADDED SIGN COLOR DESIGNATION

REVISED FINE SIGN NUMBER AND

ADDED LED SPEED LIMIT DISPLAY

REVISED NOTES

DELETED FLASHING ARROW BOARDS

APPROVED DATE

CHIEF ENGINEER

5-1-2009

SHEET 1 OF 2

AA

4.29"

4.5"

4.5"

4.5"

4.5"

48"

0.75"

1.25"

48"

15"15"

15"

15"

BA

4.7

5"

2.5

"

9.2

5"

12.6"12.6"

12.9"12.1"

15"15"

15"

15"

48"

48"

C C CB

I J J

M M

N2

48"

15" 15"

60"

TY

P.

6"

1.25"

0.75"

7.2

5"

8"

8"

8"

8"

7.2

5"

4.5

"

4.5

"4.5

"

12.87"12.87"

14.2"14.2"

13.11"13.11"

4.29"

96"

1.25"

0.75"

TY

P.

6"

0.75"

TY

P.

6"

8"

10"

16"

48"

30.6"30.6"

20"20"

39"39"

14.25"

14.25"

14.25"

14.25"

48"

20.5"17"

15"15"

60"

6"

6"

6"

6"

6"

6"

6"

14"14"

12.3"12.3"

17"17"

17"17"

3"R

H

FG

DE

5.2

5"

5.2

5"

1"

3-11-2015STANDARD E1-06

3-31-2017 REVISED END WZSL SIGN COLOR

NOTES:

SIGN W1-4dR (0)

SIGN TS-5a & TS-5b

SIGN TS-3SIGN TS-4

RAMP CLOSURE ADVANCE INFORMATION SIGN

SIGN TS-2 (O)

*

‹" DIA., 4 HOLES SPACED AS SHOWN

7" FEDERAL SERIES D

48"x48"

BORDER AND SYMBOL - BLACK

BACKGROUND - FLUORESCENT ORANGE (O)

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

MOUNTING HOLES:

SIZE:

COLOR:

BORDER AND LETTERS-BLACK

SPECIFICATIONS ( A)

SHEETING PER STANDARD

TYPE A REFLECTIVE

BACKGROUND-FLUORESCENT ORANGE (O)

48"x48"

‹" DIA., 4 HOLES SPACED AS SHOWN.

*

LEGEND

N2

N1

M

L

K

J

I

H

G

F

E

D

C

B

A

SIGN NO. A B

13.06"

15.75" {3

15.75" {2

15.75" {2

15.13"

15.50"

13.06"

15.75" {3

14.88" {2

14.88" {2

14.25"

15.50"

1 MILE

• MILE

1500 FT

1000 FT

500 FT

AHEAD

TS-2F

TS-2E

TS-2D

TS-2C

TS-2B

TS-2A

LEGEND " " FOR " " FOR SIGN TS-5b

SIGN TS-5a IS SHOWN, SUBSTITUTE

‹" DIA., 4 HOLES, SPACED AS SHOWN

10" FEDERAL SERIES D

96"x48"

ARROW - BLACK

BORDER AND LETTERS - BLACK

BACKGROUND - WHITE (REFLECTORIZED)( A)


LEGEND - 6" FEDERAL SERIES C

48"x60"


BACKGROUND - WHITE (REFLECTORIZED)( A)

REQUIRED FIELD ERECTION DATE.

AND GIVEN TO THE CONTRACTOR BEFORE THE

TWO LINES SHALL BE DETERMINED BY THE ENGINEER

THE VARIABLE MESSAGE WITH DATES FOR THE BOTTOM

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

NOTE:

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

LEGEND

(TYP.)

N1N2

N2

N1

N2

N1 N1

K

N2

N2

N1 N1

N2

N2N1

K

N2

N1

L

TYP. (4 REQ'D)

MOUNTING HOLES

3" R (TYP.)

TYP. (4 REQ'D)

MOUNTING HOLES

TYP. (4 REQ'D)

MOUNTING HOLES

3" R (TYP.)

30°

30°

*


LEGEND - 8" FEDERAL SERIES D

48"x60"


BACKGROUND - WHITE (REFLECTORIZED) ( A)

{3 SPACING REDUCED BY 50%



SHOWN BELOW:

REDUCTION IN STANDARD LETTERING SPACING AS

DIMENSIONS INDICATED THUS { ARE BASED ON A 4.

STANDARD SPECIFICATIONS.

( A) - REFLECTIVE SHEETING PER THE

SPECIFICATIONS.

SHEETING PER THE STANDARD

FLUORESCENT ORANGE REFLECTIVE (O)

ADDITIONAL NOTES AND SPECIFICATIONS.

SEE THE CONTRACT REQUIREMENTS FOR 3.

THE U.S. DEPARTMENT OF TRANSPORTATION.

"STANDARD HIGHWAY SIGNS" AS PUBLISHED BY

DETAILS SHOWN IN THE LATEST EDITION OF

SYMBOLS AND ARROWS SHALL CONFORM TO THE 2.

WITH THIS GUIDE EXCEPT WHERE NOTED.

LETTERING SPACING SHALL BE IN ACCORDANCE

BY THE U.S. DEPARTMENT OF TRANSPORTATION.

SIGNS AND PAVEMENT MARKINGS" AS PUBLISHED

EDITION OF "STANDARD ALPHABETS FOR HIGHWAY

SERIES IN ACCORDANCE WITH THE LATEST

ALL LETTERING IS DESIGNATED BY SIZE AND 1.

TYP. (4 REQ'D)

MOUNTING HOLES

TYP. (4 REQ'D)

MOUNTING HOLES

*

*

6•"

2"

ƒ"

55°

45°

12"

12ƒ"

6"

6•"

4•"

6•"

7ƒ"

12•"

5ƒ"

4•"

CONSTRUCTION SIGNS

APPROVED DATE

CHIEF ENGINEER

5-1-2009

SHEET 2 OF 2

TY

P.

3"

3.75"

3.75"

4.5

"

3.75"

3.75"

3.75"

3.75"

8"

8"

8"

20.6"20.6"

36"

36"

14"

11" 11"

14.38" 14.38"

1.25"

0.75"

1.0"

0.75"

0.75"

1.25"

0.75"

1.0"

0.75"

1.0"

0.75"

9"9"

15"15"

48"

24"

6"

6"

7"7"

24"

18"

5.25"6.75"6.75"5.25"

TY

P.

3"

4"

4"

4"

1.2

5"

1.7

5"

1.2

5"

1.7

5"

6.2"6.2"

60"

26.5"26.5"

18"18"

3.0

"3"

36"

7"

7"

7"

60"

24"

18"18"

26.5"26.5"

3"

6"

48"

15"15"

60"

10"

10"

10"

7.5

"7.5

"7.5

"7.5

"

14.6" 14.6"

20.6"20.6"

17.5"17.5"

17.5"17.5"

21.2"21.2"

72"

1"

19.2

5"

3.2

5"

30.75"30.75"

36"

8"

7"

7"

7"

7"

7"

27.0"27.0"

60"

28.0"28.0"

14.0"14.0"

8"

48"

11.25"11.25"

7"

8"

8"

8"

3"

3"

3"

3"

2.5

"2.5

"

0.5

"

8"

8"

6"

6"

5"

5"

STANDARD E1-06

SIGN ASSEMBLY

WORK ZONE SPEED LIMIT

SIGN TS-6SIGN TS-9SIGN TS-7

SIGN G20-I102 (O)SUPPLEMENTAL PLATE (O)

SIGN TS-10 (O)

I-PASS USERS

*


8" FEDERAL SERIES C, 7" FEDERAL SERIES B

60"x48"

BORDER AND LETTTERS - BLACK



7" FEDERAL SERIES C

72"x36"



MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

MOUNTING HOLES:

LETTERING:

SIZE:

COLOR:

ORANGE (O)

(BLACK ON FLUORESCENT

W21-I115(O)-3618

"WORK ZONE"

(OR) LED DISPLAY

(BLACK ON WHITE) ( A)

R2-1-3648

"SPEED LIMIT XX"

*

FLUORESCENT ORANGE (O)

(O) 3612. (BLACK ON

"RESUMES" (W21-I114)

"BEGINS" (W21-I113), OR

(BLACK ON WHITE) ( A)

R2-I106p

"$XXX FINE MINIMUM"

*

PAVEMENT

3" R


6" FEDERAL SERIES C

48"x24"




4" FEDERAL SERIES D

24"x18"




10" FEDERAL SERIES C

48"x60"




8" FEDERAL SERIES C

60"x24"


BACKGROUND - WHITE (REFLECTORIZED) ( A)* *

MINIMUM

$XXX FINE

XX

3" R

SEE SHEET 1 OF THIS SERIES FOR NOTES.

NOTE:


6" FEDERAL SERIES C

60"x36"


BACKGROUND - WHITE (REFLECTORIZED) ( A)*

SIGN G20-I103

LANE CLOSURE DETAILS

ADDED THREE LANE CLOSURE

REVISIONSDATE

03-31-14

11-01-12

APPROVED DATE

CHIEF ENGINEER

5-1-2009

500'

150'

2500'

1000'

1600'

100'

16

SEE NOTE

50'

3-11-2015

STANDARD E2-07

SHEET 1 OF 4

3-31-2016

REVISED BUFFER SPACE, TAPER DIMENSIONS AND

REVISED NOTES.

REVISED NOTES.

500'

200'

100'

VA

RIES

1950'

650'

800'

TA

PE

R

2000'

650'

TO

BA

RRIC

AD

ES

@ 50'

CT

RS.

@ 100'(

MA

X.)

CT

RS.

BA

RRIC

AD

ES

500'

200'

TO

500'

1000'

1100'

2600'

1500'

MIN.

ADDED LANE CLOSURE WITH BARRIER AND ADDED

SEQUENTIAL FLASHING WARNING LIGHT.

3-31-2017 ADDED TAPER RATE TABLE

I

ARROW BOARD

II

I

SPEED LIMIT

WORK ZONE

END

ADVANCE SIGNING NOTES:

LANE CLOSURE NOTES:

UTILITY PROJECTS)

(FOR MAINTENANCE AND

W20-1(0)-48

W16-3A(O)-3612

PROJECTS)

CONSTRUCTION

(FOR CONTRACT

W20-1a(0)-48

SEE NOTE B.

SIGN. SEE NOTE C.

PUBLIC INFORMATION

WORK ZONE

W21-I116

14 YRS JAIL

NOTES · 2017. 12. 18. · hubbell/gfr5362 & br20wr two duplex 120v receptacles, one gfci and...

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Transcript of NOTES · 2017. 12. 18. · hubbell/gfr5362 & br20wr two duplex 120v receptacles, one gfci and...