Atch_3_-_Drawings_Part_2.pdf

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FOR LEGEND AND NOTES

SEE SHEET E−1002

CONNECT NEW DUCT TO EXISTING HANDHOLE/MANHOLE AT

EACH LOCATION. CONNECT IN ACCORDANCE WITH

DETAIL 1, E−5303.

KEYNOTES

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THIS SHEET

A4621-13-R-0003 Drawings Attachment 3

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MH904

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AIRFIELD LIGHTING VAULT

SPLICE HOME RUNS TO EXISTING CIRCUITS

AT MH903. IF VAULT IMPROVEMENT PROJECT

IS COMPLETE, CONTINUE CIRCUITS AND

TERMINATE CONDUCTORS AT LIGHTING

EQUIPMENT WITHOUT SPLICING AT MH903.

DRAIN SHOWN OFFSET

FOR CLARIFICATION

EXISTING COMMUNICATION LINE.

PROTECT FROM DAMAGE.

2SWSP

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DELTA RAMP

EXISTING STORM SEWER PIPE.

INV. ~1340.57. PROTECT STORM SEWER

WHILE CONSTRUCTING DUCT BANK.

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062−053744

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THIS SHEET

N.T.S.

FIELD ATTACHED PLUG−IN SPLICE FAA TYPE L−823

A

TAB USED TO PULL RUBBER

SLEEVE OVER THE

CONNECTION, (TYP OF 4)

RUBBER SLEEVE SEAL (TYP OF 2) SHOWN

INVERTED OVER RECEPTACLE HOUSING.

ONCE CONNECTION IS MADE, PULL THE

SLEEVE OVER THE JOINT.

RECEPTACLE HOUSING PLUG HOUSING

1. BEFORE INSTALLING ANY L−823 CONNECTORS, CONDUCT A ONE TIME 100 POUND PULL TEST AS FOLLOWS:

COMPLETED L−823 ASSEMBLIES SHALL PASS A 100 POUND PULL TEST IN WHICH A 100 POUND

PULLING FORCE BETWEEN THE L−824 CABLE AND THE L−823 RECEPTACLE HOUSING SHALL NOT

CAUSE ANY MOVEMENT BETWEEN THE CABLE AND THE RECEPTACLE HOUSING. SIMILARLY, A 100

POUND PULLING FORCE BETWEEN THE L−824 CABLE AND THE L−823 PLUG HOUSING SHALL NOT

CAUSE ANY MOVEMENT BETWEEN THE CABLE AND THE PLUG HOUSING. A SAMPLE OF THREE L−823 CONNECTORS SELECTED BY THE COR SHALL BE TESTED FOR A TOTAL OF SIX TESTS. IF MORE THAN

ONE CONNECTOR FAILS, THAT MANUFACTURER IS REJECTED FOR THIS PROJECT.

2. INTERIOR PIN AND SOCKETS ARE NOT SHOWN FOR CLARITY.

3. NO SUPPLEMENTARY PROTECTION SUCH AS TAPING OR HEAT SHRINK TUBING IS PERMITTED.

4. INSTALLATION OF L−823 SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURER’S RECOMMENDATIONS.

5. SPLICE WILL BE AMERACE SUPER−KIT, PART NO. 54SUPER OR EQUIVALENT.

6. CONDUCT 2 POUND PULL PIN FRICTION TEST:

ALL L−823 CONNECTORS SHALL PASS A 2 POUND PULL PIN FRICTION TEST IN WHICH THE MALE PIN, JOINED TO THE FEMALE RECEPTACLE, WILL REQUIRE GREATER THAN 2 POUNDS OF LONGITUDINAL FORCE

TO BE REMOVED FROM THE FEMALE RECEPTACLE PIN. A FORCE OF 2 POUNDS OR LESS WILL

CAUSE NO MOVEMENT BETWEEN THE PIN AND RECEPTACLE. THIS TEST WILL BE CONDUCTED BEFORE THE PINS ARE INSTALLED IN THEIR RESPECTIVE RECEPTACLE AND PLUG HOUSINGS. PINS AND PLUGS

FAILING THIS TEST SHALL BE DISCARDED. NO PIN OR PLUG WILL BE FIELD MODIFIED IN AN ATTEMPT

TO PASS THE TEST.

NOTES

1. LIGHTING CIRCUIT AND ASSOCIATED HOME RUN CONDUCTORS SHALL BE MARKED

AND IDENTIFIED AT ALL HANDHOLES OR MANHOLES. LOCATIONS WHERE THIS IS

NECESSARY ARE MANHOLES, HANDHOLES, ENTRANCES INTO DUCTS AND

CONNECTIONS TO THE FIRST LIGHT FIXTURES. THE MARKING SHALL BE

PERMANENT AND OF A MATERIAL WHICH WILL NOT DETERIORATE DURING THE

LIFE OF THE CABLE. THE MARKERS SHALL BE PERMANENTLY ATTACHED TO THE

CABLE AND SHALL NOT DAMAGE OR BE TORN FROM THE CABLE.

2. INSTALL A COPPER OR BRASS CABLE IDENTIFICATION TAG OF 2" MINIMUM DIAMETER

WITH THE NUMBER PERMANENTLY STAMPED, CUT OUT, OR ENGRAVED.

3. CABLE IDENTIFICATION TAGS SHALL BE ATTACHED WITH TY−RAP STAINLESS STEEL

CABLE TIES OR APPROVED EQUAL.

N.T.S.

CABLE IDENTIFICATION TAGS

TWAS

2" DIA.

TWAS

1/C, 5KV,

L−824C CABLE

TWAS

1/C, 5KV,

L−824C CABLE

NOTES

12"

CIRCUIT DESIGNATION

3/16" DIA.

1/8" THICK, STAINLESS STEEL

TY−RAP TIE OR APPROVED EQUAL

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GENERAL STRUCTURAL NOTES

PRE−CAST DESIGN SUBMITTAL REQUIREMENTS

1. DESIGN FOR ONE WHEEL ON STRUCTURE. SINGLE

WHEEL LOAD = 75,000 LBS. TIRE PRESSURE = 250 psi

2. DESIGN FOR MULTIPLE WHEELS ON STRUCTURE FOR

GEAR CONFIGURATIONS SHOWN BELOW WITH LOADS

DESCRIBED IN TABLE A.

1. SUBMIT DRAWINGS AND COMPUTATIONS FOR PRECAST STRUCTURES. DRAWINGS AND COMPUTATIONS SHALL BEAR THE SEAL OF A LICENSED STRUCTURAL ENGINEER. ALL LOAD CASES INCLUDING UPLIFT SHALL BE CONSIDERED IN DESIGN. FACTOR OF SAFETY AGAINST UPLIFT SHALL NOT BE LESS THAN 1.5 WITH THE WATER

TABLE AT THE TOP OF THE PAVEMENT. STRUCTURES SHALL BE DESIGNED FOR THE LOAD CASE WHICH

PRODUCES THE MAXIMUM STRESSES ON THE STRUCTURES.

AIRFIELD ELECTRIC STRUCTURES SHALL BE PRE−CAST.

STRUCTURE THICKNESS AND REINFORCING IS THE

RESPONSIBILITY OF THE CONTRACTOR USING THE

PROCEDURE ON THIS SHEET.

AIRFIELD ELECTRIC STRUCTURE THICKNESS AND REINFORCING IS THE RESPONSIBILITY OF THE CONTRACTOR

USING THE PROCEDURE ON THIS PAGE.

1. THE CONTRACTOR SHALL FIELD VERIFY ALL STRUCTURE DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. NOTIFY THE COR OF ANY DISCREPANCY IMMEDIATELY. VERIFY DRAWINGS FOR LOCATION

AND SIZE OF ALL OPENINGS IN WALLS AND SLABS.

2. ALL FOOTING EXCAVATIONS SHALL BE CLEAN AND FREE OF DEBRIS, STANDING WATER AND LOOSE SOIL AND

SHALL BE INSPECTED BY THE COR PRIOR TO PLACEMENT OF STRUCTURE.

3. ALL FILL MATERIAL SHALL BE APPROVED FOR USE IN ADVANCE OF PLACEMENT BY THE COR. FILL SHALL NOT BE PLACED OVER FROZEN, MUDDY OR OTHER DELETERIOUS MATERIAL. LIFT THICKNESS SHALL BE MINIMIZED TO ALLOW MAXIMUM DENSITY. NO FILL MAY BE PLACED OVER A PREVIOUS LIFT THAT HAS NOT BEEN

ADEQUATELY COMPACTED AND HAS NOT BEEN ACCEPTED BY THE COR.

4. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 P.S.I.

5. ALL REINFORCEMENT BARS SHALL CONFORM TO ASTM−A615, GRADE 60.

6. ALL CONCRETE WORK SHALL CONFORM TO ACI 318−08 "BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE" AND ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS." ALL REINFORCING DETAILS NOT SHOWN SHALL CONFORM TO ACI 315 "DETAILING MANUAL," REINFORCING BAR LAP SPLICES SHALL BE CLASS "B" SPLICES UNLESS SHOWN LATEST EDITION. OTHERWISE ON THE DRAWINGS.

7. ALL REINFORCEMENT BARS SHALL BE CLEAN AND FREE OF GREASE, SCALING RUST, AND OTHER FOREIGN

MATERIALS.

8. NO CONSTRUCTION JOINTS, EXCEPT THOSE SHOWN ON THE PLANS, WILL BE ALLOWED EXCEPT THOSE SUBMITTED BY THE CONTRACTOR IN WRITING IN ACCORDANCE WITH SECTION 03 40 00 OF THE SPECIFICATIONS

AND APPROVED BY THE COR.

9. SLOPE TOP SLAB OF STRUCTURES TO MATCH PAVEMENT SLOPE.

10. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ITEMS WITH ALL SUBCONTRACTORS PRIOR TO

THE PLACEMENT OF STRUCTURE.

11. NO STRUCTURE SHALL BE INSTALLED WITHOUT APPROVAL OF THE COR.

12. GROUT ALL LIFTING HOLES/ANCHORS BEFORE BACKFILLING. ALLOW GROUT TO ACHIEVE MINIMUM SPECIFIED

STRENGTH BEFORE BACKFILLING.

13. AIRFIELD ELECTRICAL CONDUITS SHALL BE CAST−IN−PLACE THROUGH THE HAND HOLE WALL, AS SHOWN IN

DETAIL 2 SHEET E−5202.

C−5A/B MAIN GEAR LAYOUT C−17A MAIN GEAR LAYOUT

747−400 MAIN GEAR LAYOUT 767−200ER MAIN GEAR LAYOUT

KC−10A MAIN GEAR LAYOUT KC−135R/T MAIN GEAR LAYOUT

48.0’

34.0’

53.0’

34.0’

.0

2.5’

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.0

TABLE A

AIRCRAFT LOADING

AIRCRAFT

LOAD PER TIRE ON

MAIN GEAR (lb) TIRE PRESSURE (psi) SHAPE FACTOR

C−5A/B GALAXY 30,221.70 111.00 1.65

C−17A GLOBEMASTER III 44,869.50 141.60 1.65

BOEING 747−400 46,603.20 207.51 1.65

BOEING 767−200ER 38,107.63 190.00 1.65

KC−10A REFUELER 55,696.00 190.00 1.65

KC−135R/T STRATOTANKER 34,719.30 155.00 1.65

SINGLE WHEEL LOAD 75,000.00 250.00 1.65

NOTE: TOTAL LOAD ON STRUCTURE SHALL BE BASED ON GEAR LAYOUT AND STRUCTURE DIMENSIONS.

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MEMMINGER

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1. CONTRACTOR TO DETERMINE THICKNESS OF HANDHOLE WALLS, TOP,

FLOOR, SUMP WALLS AND SUMP FLOORS, AND AMOUNT OF

REINFORCEMENT IN ACCORDANCE WITH REQUIREMENTS SHOWN

ON E−5201.

2. "D" = THICKNESS DETERMINED BY CONTRACTOR IN ACCORDANCE WITH

REQUIREMENTS SHOWN ON SHEET E−6001. MINIMUM CONCRETE

THICK−NESS OF HANDHOLE WALLS, TOP, FLOOR, SUMP WALLS AND

SUMP FLOORS IS 8 INCHES.

3. HANDHOLE ENTRY FRAME, ENTRY COVER, PULL−IN IRONS, CABLE

RACKS, SUMP, FRAME SUMP COVER, AND DUCT WINDOW SEALING

SHALL BE AS SPECIFIED OR DETAILED ON THIS SHEET.

4. HANDHOLE FRAME AND LID SHALL BE NEENAH R−3498−R2S (OR EQUAL)

EXTRA HEAVY DUTY DUCTILE IRON FRAME AND SOLID LID WITH SPRING

ASSISTED AND LOCKING DEVICE. LID TO HAVE "AIR FORCE DOG LEG

SAFETY ARM". PROVIDE INFORMATION ON LID:

"AIRFIELD LIGHTING"

"75,000 LB SINGLE WHEEL LOAD RATED"

"INSTALLED: "

* − INSERT YEAR OF INSTALLATION

5. CONTRACTOR SHALL GROUND HANDHOLE FRAME. GROUNDING WIRE

TO BE ATTACHED TO:

1) GROUNDING LUG PROVIDED BY CASTING MANUFACTURER

2) LUG INSTALLED BY CONTRACTOR (CONTRACTOR TO

DRILL, TAP AND INSTALL LUG IN FRAME)

3) CADWELD GROUNDING WIRE TO FRAME. CONTRACTOR TO RUN

GROUNDING WIRE TO AND ATTACHED TO GROUNDING ROD.

6. CONTRACTOR SHALL GROUND ALL METAL COMPONENTS, INCLUDING

CASTINGS AND REINFORCEMENT TO GROUNDING ROD. ATTACH

GROUNDING WIRE TO STEPS AND RACKS IN ACCORDANCE WITH NOTE 5.

ATTACH GROUNDING WIRE TO REINFORCEMENT. ATTACH GROUNDING

WIRE BETWEEN REINFORCEMENT AND GROUNDING ROD. SEAL AROUND

GROUND ROD TO PAVEMENT WATER INTRUSION WITH EXPANSION

GROUT. GROUNDING WIRE TO BE #4 BARE COPPER.

7. CONDUITS TO BE SCHEDULE 40 PVC AND CAST−IN−PLACE WITH CASTING

OF HANDHOLE. SEE DETAIL 2, E−5204.

8. PROVIDE 15", THREADED #6 TIE BARS AND 2−7/8" THREADED PRECAST

CONCRETE INSERTS TO ATTACH CONCRETE ENCASED DUCTS TO

HANDHOLE. ADJUST LOCATION OF TIE BARS AS NECESSARY TO SIZE OF

CONCRETE ENCASED DUCTS. SEE DETAIL E−5204.

9. DRAIN SUMP WITH 4" PVC SUBDRAIN PIPE, SEE E−5204.

10. CABLE SUPPORT SYSTEM SHALL BE CAPABLE OF SUPPORTING 300LB

POINT LOADS. SEE E−5203.

11. PROVIDE WATER PROOFING ON ALL EXTERIOR SURFACES IN CONTACT

WITH SOIL. APPLY AQUAFIN 1−K CEMENTITIONS WATER PROOFING OR

EQUAL.

12. CAST IN PLACE STEPS ARE NOT REQUIRED.

13, LOOP CABLE 360° IN HANDHOLE ON CABLE SUPPORT SYSTEM.

14. PROVIDE HOLE FOR GROUND ROD. GROUND ROD TO BE DRIVEN INTO

THE GROUND AFTER THE MANHOLE HAS BEEN SET IN PLACE SEAL THE

VOID BETWEEN CONCRETE AND GROUND ROD WITH NON−SHRINK

GROUT.

15. EVERY CABLE SHALL BE LABELED WITH A CIRCUIT IDENTIFICATION

TAG WITHIN 2’ OF ENTERING AND 2’ PRIOR TO EXITING A HANDHOLE.

SEE CABLE IDENTIFICATION DETAIL E−5001.

NOTES

3/4"x10" COPPERCLAD

GROUND ROD

12" DEEP LAYER OF FREE DRAINING

GRAVEL FILL ON UNDISTURBED

SOIL COMPACTED TO 95%

A−A 4’x4’ HANDHOLE ELEVATION N.T.S.

A

2" ISOLATION JOINT 4" 3,500 PSI PCC1’

A A

4’x4’ HANDHOLE PLAN N.T.S.

PVC CONDUIT. NUMBER VARIES.

SEE NOTE 7.

4" SUMP FRAME AND

COVER. SEE E−5204.

3/4"x10 FT COPPERCLAD

GROUND ROD

CABLE SUPPORT SYSTEM.

SEE NOTE 10.

4’

6"

3’

3’

4’+2d

M

IN

6" MIN.

6" MIN.

HANDHOLE FRAME

AND LID. SEE NOTE 4.

GRADE 1

4" / FT

GRADE 1

4" / FT

REFERENCE POINT

SHOWN IN TABLE

SCORED OR SAWCUT

CONTRACTOR JOINT (TYP.)

d

1/2" ISOLATION JOINT

SEE NOTE #9

d d

DUCT BANK TIE

BAR INSERT (TYP).

SEE NOTE 8.

KEYED INTERFACE WITHIN 6" MINIMUM

OF THE BOTTOM OF MANHOLE ROOF.

USE 2 RINGS OF SEALING MASTIC.

CABLE SUPPORT BRACKET.

TYPICAL OF 4. SEE E−5203.

DUCT BANK CONFIGURATIONS.

SEE E−5301.

#4 BARE COPPER GROUND

SEE NOTES 5 & 6

SLOPE FLOOR TO

DRAIN 1

4"/FT

PROPERLY GLUE

ALL JOINTS

CONNECT 4" PVC DRAIN TO

ELECTRICAL DRAINAGE SYSTEM

SEAL AROUND GROUND ROD

WITH NON−SHRINK GROUT

BACKFILL IN MAX. 6" LIFTS

TO 90% MAX. DENSITY

4" BASE COURSE AGG.

4" 95% MINIMUM

SUBGRADE COMPACTION

2" AFTER COMPACTION

AND SEEDING

E L

E C

T R

IC

A

L H

A N

D H

O

LE

D E

T A

IL

S

A B C D E F G H I

D e s ig n by

D w n b y:

P a g e

S iz e:

C M

T P

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C

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P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

T

IO

N A

P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

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F O

R D

M

U R

P H

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T

IL

LY

, I

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W

W

A S

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G

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IN

G F

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(2

)7

-8 w w w .c m te ng r.

co m

D A

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YT C

BILI MO

M

MO

I A

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AN

P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

R E

V

IS

IO

N

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−5202

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

K

A N

S A

S

D

C

IV

IL

E

N G

IN

E

E R

IN

G

S Q

U A

D R

O N

A

IR

M O

B

IL

IT

Y

C O

M M

A N

D

D E

P A

R T

M E

N T

O F

T H

E A

IR

F

O R

C E

−M A

R −2

A

JG

C M

T

A

JG

−0

E −5

T

NOTES:

4’x4’ HANDHOLE CABLE SUPPORT ELEVATION

NOT TO SCALE

NOT TO SCALE

BRACKET ANCHOR BOLT DETAIL

NOT TO SCALE

4’x4’x4’ HANDHOLE PLAN

COVER AND FRAME PLAN

NOT TO SCALE

COVER AND FRAME ELEVATION

NOT TO SCALE

1 1/2"

NOT TO SCALE

CABLE SUPPORT BRACKET − FRONT VIEW

NOT TO SCALE

CABLE SUPPORT SYSTEM

NOT TO SCALE

1. FRAME AND COVER SHALL BE NEENAH, TYPE 3498−R2S

(HINGED, HOLD−OPEN SAFETY ARM, SPRING ASSISTED) OR

EQUAL. SAFETY ARM SHALL BE "DOG−LEG" TYPE TO

PREVENT DROPPING INTO OPENING. PROVIDE A GROUND

LUG ON FRAME INSIDE THE HANDHOLE.

2. CABLE SUPPORT SYSTEM:

A. CABLE SUPPORT BRACKET SHALL BE 1 5/8"x1 5/8"

STAINLESS STEEL UNISTRUT, SLOTTED, 12 GAUGE,

P1000T OR EQUAL. BRACKET SHALL BE CONNECTED BY

#4 BARE GROUND AND TO THE GROUND ROD AS

SHOWN.

B. CABLE SUPPORT MEMBERS SHALL BE UNISTRUT HEAVY

DUTY FIBERGLASS, POLYESTER RESIN, 1 5/8"x1 5/8", PART NO. F20P−2000 APPROXIMATELY 1/4" SHORTER

THAN INSIDE CLEAR DISTANCE BETWEEN OPPOSITE

HANDHOLE WALLS.

C. CONTRACTOR MAY SUBMIT ALTERNATE CABLE

SUPPORT SYSTEM FOR CONTRACTING OFFICER REVIEW

AND APPROVAL, WHICH PROVIDES NOT LESS THAN 300

LBS. POINT LOADING CAPACITY AT ANY POINT ALONG

THE CABLE SUPPORT SYSTEM.

3. SEE E−5202 FOR ADDITIONAL HANDHOLE DETAILS.

4. WITH THE SAFETY ARM ENGAGED, A 300 LB. FORCE ON THE

TOP MOST EDGE OF AN OPEN COVER MUST NOT BE ABLE TO

MOVE MORE THAN 20 DEGREES FROM THE VERTICAL (90

DEGREES) POSITION IN THE FORWARD OR REARWARD

DIRECTIONS. COVERS NOT MEETING THIS REQUIREMENT

WILL BE REJECTED.

M

IN

1 5/8"

4’−0"

’−0

42"

42"

38"

36"x36"

13/16"

13/16"

AIRFIELD LIGHTING

75,000 LB. SINGLE

WHEEL LOAD RATED

INSTALLED 20XX

SPRING ASSISTED COVER

WITH SAFETY ARM (NEENAH

CAT. NO. NF−3498−R2S)

STAINLESS STEEL SECURITY BOLT

TYP. OF (2)

"20XX" SHALL BE ACTUAL

YEAR OF INSTALLATION

NOT YEAR MANUFACTURED

GROUND LUG

#4 BARE GROUND

1/4" ROUND

#4 BARE GROUND

CABLE SUPPORT.

FIBERGLASS UNISTRUT, 1 5/8"x1/5/8".

SEE NOTE 2 (TYP. OF 4).

3/4" x 10’

GROUND ROD

CABLE SUPPORT SYSTEM

SEE NOTE 2

CABLE SUPPORT

BRACKET, STAINLESS

STEEL UNISTRUT

(TYP. OF 4)

1 5/8"x1 5/8" FIBERGLASS UNISTRUT

P1000T, STAINLESS STEEL

1/2" DROP−IN STAINLESS

STEEL ANCHOR

1/2"x4" MIN. STAINLESS

STEEL WITH STAINLESS

STEEL WASHER

OPEN LID

SAFETY ARM

(ENGAGED)

SPRING ASSIST

FIBERGLASS FITTING, 3 HOLE U CONNECTION,

UNISTRUT NO. F50PU−2613. (TYP. OF 4).

PROVIDE HEX FLANGE BOLTS WITH CHANNEL

NUT WASHER.

SECTION SHOWING SAFETY

9/32" Ø HOLE

30"

1"

7" 7"16"

3" 12" 12" 3"

1 5/8"

3/4"Ø HOLE

(TYP.)

P1000T, STAINLESS STEEL

9/32"Ø HOLE FOR

ATTACHING GROUND

CLAMP (TYP. OF 2)

TOOL OPERATED "SLAM" LATCH

SUMP DRAIN

SEE E−5204

90°

300LB.

SEE NOTE 4.

TO BURIED GROUND ROD

A B C D E F G H I

D e s ig n by

D w n b y:

P a g e

S iz e:

C M

T P

R O

JE

C

T

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

T

IO

N A

P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

A W

F O

R D

M

U R

P H

Y

T

IL

LY

, I

N C

W

W

A S

H

IN

G

TO

N S

TR

E

E T

S P

R

IN

G F

IE

LD

IL

(2

)7

-8 w w w .c m te ng r.

co m

D A

T E

YT C

BILI MO

M

MO

I A

R D

AN

P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

R E

V

IS

IO

N

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

5-

P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05-0101P2

E-5203

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

, K A

N S

A S

D

C

IV

IL

E

N G

IN

E

E R

IN

G

S Q

U A

D R

O N

A

IR

M O

B

IL

IT

Y

C O

M M

A N

D

D E

P A

R T

M E

N T

O F

T H

E A

IR

F

O R

C E

E L

E C

T R

IC

A

L H

A N

D H

O

LE

D E

T A

IL

S

1. ALL PVC CONDUIT THAT IS CAST−IN−PLACE SHALL BE FLUSH TO

HANDHOLE WALLS.

2. ALL DUCTS SHALL BE PERPENDICULAR FROM WALL AND PROPERLY

CENTERED FROM ALL OTHER DUCTS. IF MORE THAN 6 DUCTS ARE

DAMAGED DURING INSTALLATION, THE ENTIRE MANHOLE SHALL BE

REPLACED. DAMAGED DUCTS SHALL BE REPLACED BY THE

CONTRACTOR AT NO EXPENSE TO THE CONTRACT, IN A MANNER

ACCEPTABLE TO THE COR.

3. CONTRACTOR SHALL ONLY REMOVE CAPS FROM CONDUITS THAT WILL

CONTAIN CABLES. .

4. CONDUITS THROUGH WALL IN WHICH CABLES HAVE BEEN INSTALLED

SHALL BE SEALED WITH DUX−SEAL AFTER CABLES HAVE BEEN

INSTALLED. SEAL CONDUITS ON INSIDE OF MANHOLES.

HANDHOLE EXTERIOR

NOTES

PULLING IN DETAIL

N.T.S.

CONDUIT THROUGH WALL

N.T.S.

3 15/16"

4 5/8"

MANHOLE/HANDHOLE

SUMP GRATE

N.T.S.

HANDHOLE DRAINAGE PIPE CONNECTION

N.T.S.

3"

2"

WALL OF

MANHOLE/HANDHOLE

FEMALE CONNECTION

CAULK SEAM BETWEEN

PCC AND DUCT

PCV CONDUIT PERPENDICULAR

TO WALL WITHIN 2°

INSIDE OF HANDHOLE

PROVIDE FACTORY INSTALLED

PLUGS (CAPS) ON ALL CONDUITS.

SEE NOTES 3 AND 4.

BELL ENTRANCE

HANDHOLE REBAR

HANDHOLE EXTERIOR

7/8" Ø GALVANIZED STEEL BAR

NDS #12 4" ROUND GRATE

OR APPROVED EQUAL

DUCT BANK TIE BAR AND INSERTS

N.T.S.

12"

STRUCTURE WALL

#6 REINFORCING BAR, 15"

LONG, THREADED 3", 5/8−11.

THREADED ANCHORS CAST INTO

STRUCTURE. 2 7

8", 5/8−11 THREAD, AMIFAST

#165007. INSTALL CAP FOR SHIPMENT

4" SUMP GRATE

WALL OF MANHOLE

INSIDE OF MANHOLE

CAST−IN−PLACE 4" PVC

COLLAR AND GRATE

CONNECT 4" PVC DRAIN TO

ELECTRICAL DRAINAGE SYSTEM

PROPERLY GLUE

ALL JOINTS

E L

E C

T R

IC

A

L H

A N

D H

O

LE

D E

T A

IL

S

A B C D E F G H I

D e s ig n by

D w n b y:

P a g e

S iz e:

C M

T P

R O

JE

C

T

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

T

IO

N A

P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

A W

F O

R D

M

U R

P H

Y

T

IL

LY

, I

N C

W

W

A S

H

IN

G

TO

N S

TR

E

E T

S P

R

IN

G F

IE

LD

IL

(2

)7

-8 w w w .c m te ng r.

co m

D A

T E

YT C

BILI MO

M

MO

I A

R D

AN

P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

R E

V

IS

IO

N

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−5204

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

K

A N

S A

S

D

C

IV

IL

E

N G

IN

E

E R

IN

G

S Q

U A

D R

O N

A

IR

M O

B

IL

IT

Y

C O

M M

A N

D

D E

P A

R T

M E

N T

O F

T H

E A

IR

F

O R

C E

−M A

R −2

A

JG

C M

T

A

JG

−0

E −5

T

36.5"

5 @ 5.5"= 27.5"4.5"

CENTERLINE

OF COLUMN

.5

.5

.5

.5

P.C.

CONCRETE

CENTERLINE

OF ROW

2" DUCT

P.C.

CONCRETE

CENTERLINE

OF ROW

.5

36.5"

4.5" 4.5"5 @ 5.5"= 27.5"

.5

.5

2" DUCT

.5

.5

CENTERLINE

OF COLUMN

P.C.

CONCRETE

CENTERLINE

OF ROW

.0

36.5"

4.5" 4.5"5 @ 5.5"= 27.5"

.5

.5

2" DUCT

.5

CENTERLINE

OF COLUMN

P.C.

CONCRETE

CENTERLINE

OF ROW

.0

25.5"

4.5"

3 @ 5.5"

= 16.5"

.5

2" DUCT

.5

P.C.

CONCRETE

CENTERLINE

OF ROW

.5

14.5"

4.5" 5.5"

.5

.5

2" DUCT

.5

4.5"

P.C.

CONCRETE

CENTERLINE

OF ROW

.5

25.5"

4.5"

3 @ 5.5"

= 16.5"

.5

2" DUCT

.5

.5

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

1. REINFORCE DUCTBANKS UNDER ALL PAVEMENTS

INCLUDING ROADWAYS, TAXIWAYS, OVERRUNS AND

RUNWAYS, REINFORCEMENT TO CONSIST OF

A. #4 BAR CONTINUOUS IN ALL 4 CORNERS OF DUCT.

B. #4 BAR AT 12" CENTERS PERIMETER OF DUCT.

2. DEPTH OF TOP OF CONCRETE ENCASEMENT 2−WAY

DUCTS − MINIMUM DEPTH 29 INCHES ALL OTHER DUCTS −

24 INCHES.

12 − WAY

12 − 2" DUCTS

N.T.S.

4 − WAY

4 − 2" DUCTS

N.T.S.

4.5"

.5

4.5"

NOTES

4.5"

.5

16 − WAY

16 − 2" DUCTS

N.T.S.

18 − WAY

18 − 2" DUCTS

N.T.S.

24 − WAY

24 − 2" DUCTS

N.T.S.

.5

36 − WAY

36 − 2" DUCTS

N.T.S.

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

CENTERLINE

OF ROW

CENTERLINE

OF ROW

CENTERLINE

OF ROW

46"

5 @ 5.5"= 27.5"4.5"

CENTERLINE

OF COLUMN

26 − WAY

24 − 2" DUCTS

2 − 6" DUCTS

N.T.S.

6 − WAY

6−2" DUCTS

P.C.

CONCRETE

CENTERLINE

OF ROW

.5

20"

4.5" 4.5"

2 @ 5.5" = 11"

4.5"

4.5"

2" DUCT

.5

NOTE: WHERE 6 WAY SHOWN AS 4−2" AND 2−4",

REPLACE 2−2" WITH 2−4"

P.C.

CONCRETE

16.5"

4.5"

4.5"

.5

4.5"

4.5"

2" DUCT

5.5"

6 − WAY OPTIONAL LAYOUT

6−2" DUCTS

CENTERLINE

OF ROW

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

2" DUCT 6" DUCT

3 @ 5.5" = 16.5"

.5

4.5"

4.5"

CENTERLINE

OF ROW

P.C.

CONCRETE

7" 7"

D U

C T

B A

N K

C O

N

FI

G U

R A

TI

O

N S

A B C D E F G H I

D e s ig n by

D w n b y:

P a g e

S iz e:

C M

T P

R O

JE

C

T

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

T

IO

N A

P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

A W

F O

R D

M

U R

P H

Y

T

IL

LY

, I

N C

W

W

A S

H

IN

G

TO

N S

TR

E

E T

S P

R

IN

G F

IE

LD

IL

(2

)7

-8 w w w .c m te ng r.

co m

D A

T E

YT C

BILI MO

M

MO

I A

R D

AN

P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

R E

V

IS

IO

N

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−5301

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

K

A N

S A

S

D

C

IV

IL

E

N G

IN

E

E R

IN

G

S Q

U A

D R

O N

A

IR

M O

B

IL

IT

Y

C O

M M

A N

D

D E

P A

R T

M E

N T

O F

T H

E A

IR

F

O R

C E

−M A

R −2

A

JG

C M

T

A

JG

−0

E −5

T

NATIVE SOIL COMPACTED

TO 95% DENSITY OR

NEW PAVEMENT

B

B

N.T.S.

SECTION B−B

4" NON−PERFORATED

PVC PIPE AND FITTINGS

WHERE SHOWN ON

PLANS. SEE E−6101 FOR

SCHEDULE.

UNDISTURBED EARTH

BACKFILL WITH SUBDRAIN

BEDDING MATERIAL (33 46 16)

BURIAL DEPTH AS REQUIRED

TO DRAIN.

FINISHED GRADE

#4 BARE COPPER

COUNTERPOISE

3"

MINIMUM DEPTH:

2−WAY DUCTS − 29 INCHES

ALL OTHER DUCTS − 24 INCHES

INTERMEDIATE SPACER

BASE SPACER

USE SIDE FORMS

WHERE NECESSARY

WARNING TAPE

CONCRETE

ENCASED DUCT

BANK. SEE NOTE 2.

4" X 10’ COPPER

CLAD GROUND

ROD

BOND COUNDERPOISE TO

GROUND ROD USING ONE SHOT

EXOTHERMIC WELD

12"

MIN.

N.T.S.

30" #4 TIE BAR. MINIMUM 4 PER COLD JOINT

EMBEDDED IN WET CONCRETE. (TYP)

15"

2.25"

2.25"

SEE E−5301 FOR DUCT

BANK CONFIGURATIONS

#4 TIE BARS WHERE

NEEDED. SEE COLD

JOINT DETAIL THIS

SHEET.

2.25"

2.25"

4’−0"

MAX

2" NOMINAL CONDUIT

SUPPORT AS NEEDED TO KEEP

TIE BAR HORIZONTAL. (TYP)

1. FOR NON−METALLIC CONDUITS, TERMINATE WITH PLASTIC COUPLINGS SET FLUSH WITH

END OF CONCRETE ENVELOPE AND INSTALL PLASTIC PLUGS.

2. CONCRETE FOR CONCRETE ENCASED DUCT SHALL CONTAIN A RED DYE TO IDENTIFY

DUCT AS AIRFIELD ELECTRICAL DUCT BANK.

3. INSTALL COUNTERPOISE WITH ALL DUCT BANK AND CONDUIT.

4. DO NOT CONNECT COUNTERPOISE TO LIGHT BASES OR MANHOLES/HANDHOLES

GROUNDING COMPONENTS. LOOP COUNTERPOISE AROUND ALL MANHOLES.

5. PROVIDE GROUND RODS SPACED MAX. 1,000−FT.

6. WHEN UNDER PAVEMENT PLACE COUNTERPOISE ON NEXT−TO−LAST LIFT OF COMPACTED

BASE MATERIAL.

7. SEE SHEET E−5301 FOR RE−INFORCEMENT DETAILS.

8. PLACE EACH SERIES CIRCUIT IN ITS OWN 2 INCH CONCRETE ENCASED PVC CONDUIT. USE

#6 AWG, 5KV, FAA L−824 CONDUCTORS AND ONE #6 AWG, THWN GREEN INSULATED

GROUND PER CIRCUIT.

9. DO NOT BACKFILL OVER COUNTERPOISE BEFORE COR HAS TESTED EXOTHERMIC WELDS

WITH A HAMMER AND VISUALLY INSPECTED COUNTERPOISE. D

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P ro je c t D at e:

C hk b y:

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C o p y rig h t

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

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P A

IR

S

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B A

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PRQE 05−0101P2

E−5302

100% SUBMITTAL

M C

C O

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−M A

R −2

A

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C M

T

A

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−0

E −5

T

1. CORE HOLE THROUGH EXISTING REINFORCED PCC WALL OF MANHOLE / HANDHOLE THE DIAMETER OF THE CORE

HOLE TO BE AT LEAST 1−INCH GREATER THAN THE DIAMETER OF THE DUCT BELL

2. DUCTS SHALL BE BELLED AND FLUSH WITH INTERIOR WALL OF MANHOLE / HANDHOLE. ALL BELLS SHALL HAVE

FACTORY INSTALLED PLUGS. DO NOT REMOVE PLUGS ON SPARE DUCTS.

3. SEAL THE CAVITY BETWEEN THE DUCT AND CORE WITH NON−SHRINK GROUT PRIOR TO PLACING PCC FOR DUCT.

4. DRILL AND GROUT #4 REINFORCING BARS INTO EXISTING HANDHOLE/MANHOLE, MINIMUM OF FOUR LOCATIONS.

BARS SHALL BE EMBEDDED A MINMUM OF 6−INCHES IN EXISTING MANHOLE / HANDHOLE, AND A MINIMUM OF

18−INCHES IN NEW DUCT BANK.

NOTES FOR NEW DUCT CONNECTION TO EXISTING MANHOLE / HANDHOLE

NEW DUCT CONNECTION TO EXISTING MANHOLE/HANDHOLE

N.T.S.

EXISTING MANHOLE/HANDHOLE

NON−SHRINK GROUT.

SEE NOTE 3.

DRILL AND EPOXY #4

TIE BAR. SEE NOTE 4.

CONDUIT SPACERS

WHERE REQUIRED.

5.5"

4.5"4.5"

18"

6"

2.25"

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P lo t D at e:

P ro je c t D at e:

C hk b y:

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Dwg. No.

C o p y rig h t

C M

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c

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(2

)7

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P lo t B y:

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:4

A nd re w

G u rs ki

P lo t S ca le

:2

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−5303

100% SUBMITTAL

M C

C O

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D

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C M

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−0

E −5

T

1. WHERE NO CIRCUITS ARE SHOWN NEW DUCT

BANK IS FOR FUTURE USE.

2. DUCT BANKS CONNECTING HAND HOLES ARE NOT

SHOWN.

3. SPLICE ALL NEW AIRFIELD LIGHTING CIRCUITS TO

EXISTING CIRCUITS INSIDE EXISTING MANHOLE

MH903. SEE E−1109.

NOTES

NEW CIRCUITS SYMBOL

CKT ID CIRCUIT DESCRIPTION MARK CABLE TYPE

A3 WEST R/W SO. APPROACH - A SWAA 2-#6-5KV, 1#6 GND

A4 WEST R/W SO. APPROACH - B SWAB 2-#6-5KV, 1#6 GND

A5 WEST R/W SO. APPROACH - C SWAC 2-#6-5KV, 1#6 GND

A6 WEST R/W SO. APPROACH - D SWAD 2-#6-5KV, 1#6 GND

X1 SOUTH WEST STROBE POWER SWSP 2-#8, 5KV, MV-90, 133%

C1 SOUTH WEST STROBE CONTROL SWSC 1-#12, 19/C THWN

B3 EAST R/W SO. APPROACH - A SEAA 2-#6-5KV, 1#6 GND

B4 EAST R/W SO. APPROACH - B SEAB 2-#6-5KV, 1#6 GND

X2 SOUTH EAST STROBE POWER SESP 2-#8, 5KV, MV-90, 133%

C2 SOUTH EAST STROBE CONTROL SESC 1-#12, 19/C THWN

T1 TACAN POWER TAC 3-1/C #2 15KV, 1 #2 GND

F1 SOUTH WEST STROBE TRIGGERS SWST 1-#14 9/C THWN

F2 SOUTH WEST STROBE CONTROL SWSM 1-#16 6/C THWN

F3 SOUTH WEST STROBE POWER SWSB 3-1/C #10, 1-#10 GND

NEW HOME RUN DUCT BANKS

RUN #

FROM

HANDHOLE

TO

HANDHOLE

2 INCH

DUCTS

6 INCH

DUCTS

CIRCUIT NUMBERS

TYPE OF

INSTALLATION

1 MH-903 HH-801 24 2 A3-A6,X1,C1A,B3,B4,X2,C2,T1 PCC ENC. DUCT

2 HH-801 HH-802 24 2 A3-A6,X1,C1A,B3,B4,X2,C2,T1 PCC ENC. DUCT

3 HH-802 HH-803 24 2 A3-A6,X1,C1A,B3,B4,X2,C2,T1 PCC ENC. DUCT

4 HH-803 HH-804 24 2 A3-A6,X1,C1A,B3,B4,X2,C2,T1 PCC ENC. DUCT

5 HH-804 HH-805 24 2 A3-A6,X1,C1A,B3,B4,X2,C2,T1 JACK/BORE

6 HH-805 EXISTING 4 T1 PCC ENC. DUCT

7 HH-805 HH-806 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

8 HH-806 HH-807 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

9 HH-807 HH-808 24 A3-A6,X1,C1,B3,B4,X2,C2 JACK/BORE

10 HH-808 HH-809 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

11 HH-809 HH-810 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

12 HH-810 HH-811 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

13 HH-811 HH-812 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

14 HH-812 HH-813 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

15 HH-813 HH-814 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

16 HH-814 HH-815 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

17 HH-815 HH-816 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

18 HH-816 HH-817 24 A3-A6,X1,C1,B3,B4,X2,C2 PCC ENC. DUCT

19 HH-817 HH-818 24 A3-A6,X1,C1,B3,B4,X2,C2 JACK/BORE

20 HH-818 EXISTING 4 B3,B4 PCC ENC. DUCT

21 HH-818 HH-819 18 A3-A6,X1,C1,X2,C2 PCC ENC. DUCT

22 HH-819 HH-820 18 A3-A6,X1,C1,X2,C2 PCC ENC. DUCT

23 HH-820 HH-821 18 A3-A6,X1,C1,X2,C2 PCC ENC. DUCT

24 HH-821 EXISTING 4 X2,C2 PCC ENC. DUCT

25 HH-821 HH-822 18 A3-A6,X1,C1 PCC ENC. DUCT

26 HH-822 HH-823 12 A3-A6,X1,C1 PCC ENC. DUCT

27 HH-823 MH037 8 X1,C1,F1,F2,F3 PCC ENC. DUCT

28 HH-823 H001 8 A3-A6,F1,F2,F3 PCC ENC. DUCT

D U

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P a g e

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C M

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P ro je c t D at e:

C hk b y:

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Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

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IE

LD

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(2

)7

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co m

D A

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BILI MO

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MO

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P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

R E

V

IS

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−5304

100% SUBMITTAL

M C

C O

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E L

L A

F B

K

A N

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D

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IL

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−M A

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A

JG

C M

T

A

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−0

E −5

T

175’

RESTRICTED AREA

CONTRACTOR WORK AREA

175’

RESTRICTED AREA

JACK AND BORE IS REQUIRED AT THE TAXIWAY C, D, AND E CROSSINGS.

M

IN

M

IN

24 WAY JACK AND BORE CROSS SECTION

N.T.S.

JACK AND BORE UNDER TAXIWAYS

N.T.S.

BORE CASINGS

# OF 2"

CONDUITS

MIN. CASING

DIAMETER

MIN. CASING

WALL THICKNESS

24" .375"

NOTE

EXISTING TAXIWAY AND

SHOULDER PAVEMENT

LIMITS OF JACK AND BORE OPERATIONS

NEW MANHOLE

SHOWN IN PLANS

CONCRETE COLLAR

CONNECT CONDUITS

TO NEW MANHOLE

INSTALL 2" CONDUITS IN

CASING AND GROUT

AROUND CONDUITS

JACK AND BORE CASING

CONNECT CONDUITS

TO NEW MANHOLE

CONCRETE COLLAR

NEW MANHOLE

SHOWN IN PLANS

LIMITS OF JACK AND BORE

OPERATIONS

SPACER OD AND CASING ID

1.000 CLEARANCE BETWEEN BORE

CASING OD

Ø24.000

CASING WALL

THICKNESS

.375

OF EACH BORE SPACER AS SHOWN BY

POLYPROPYLENE STRAP ON EACH SIDE

BY INSTALLING A STAINLESS STEEL OR

BANK DURING INSTALLATION.

(2 REQUIRED AS SHOWN)

CABLE TO STABILIZE DUCT

OPENING FOR OPTIONAL 1/2"

LARGE GROUT FLOW AREA AT THE TOP OF

BORE SPACER.

HIDDEN LINES REPRESENT OD

OF CONDUIT BELLED ENDS.

.750 ±.075 THICK HIGH DENSITY

MATERIAL:

CONTOURED FLOW HOLE

CASING EVEN IF DUCT BANK FLOATS TO THE TOP.

BELLED END OF CONDUIT WILL NOT HIT INSIDE OF

UNDERGROUND DEVICES

CATALOG NO. BS6184W2

FACTORY INSTALLED 2" DIA.

COMPACT WHEEL ASSEMBLY.

2 22

2 2 2 2

I

F F

F

F

F F

F

F

F

F

F

FLOAT STOP (2 REQ’D)

HOLE FOR USE AS A GROUT

INJECTION PIPE OR AS A

FLOW HOLE.

MEETS THE SPECIFICATION.

SECURE CONDUITS TO BORE SPACERS

THE PHANTOM LINES:

FLOAT STOP (2 REQ’D)

SPACER OD AND CASING ID

1.250 CLEARANCE BETWEEN BORE

THICKNESS

CASING WALL

CASING OD

.500

Ø30.000

FOR A GROUT INJECTION PIPE OR

3.623 DIA HOLE THAT CAN BE USED

OPENING FOR OPTIONAL 1/2"

CABLE TO STABILIZE DUCT

(2 REQUIRED AS SHOWN)

BANK DURING INSTALLATION.

AS A FLOW HOLE.

LARGE GROUT FLOW AREA AT THE TOP

OF BORE SPACER.

CONTOURED FLOW HOLES

(8 REQUIRED)

.750 ±.075 THICK HIGH DENSITY

MATERIAL:

UNDERGROUND DEVICES

CATALOG NO. BS6185W2

BELLED END OF CONDUIT WILL NOT HIT INSIDE OF

CASING EVEN IF DUCT BANK FLOATS TO THE TOP.

FACTORY INSTALLED 2" DIA.

COMPACT WHEEL ASSEMBLY.

I

2 2

2 2

FF

F

F F

6 6

2 2

F

F

F

F

F

MEETS THE SPECIFICATIONOF EACH BORE SPACER AS SHOWN BY

POLYPROPYLENE STRAP ON EACH SIDE

BY INSTALLING A STAINLESS STEEL OR

SECURE CONDUITS TO BORE SPACERS

THE PHANTOM LINES:

26 WAY JACK AND BORE CROSS SECTION

N.T.S.

26 30" .500"

POLYETHYLENE (HDPE)

POLYETHYLENE (HDPE)

JA

C

K A

N D

B O

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D E

T A

IL

S

A B C D E F G H I

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D w n b y:

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P ro je c t D at e:

C hk b y:

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2" x3 4"

P R

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Sheet of

Dwg. No.

C o p y rig h t

C M

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c

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IN

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IN

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IN

G F

IE

LD

IL

(2

)7

-8 w w w .c m te ng r.

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D A

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BILI MO

M

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AN

P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

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V

IS

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

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B A

N K

PRQE 05−0101P2

E−5401

100% SUBMITTAL

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C O

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P ro je c t D at e:

C hk b y:

D E

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F u ll S iz e

S h e et

2" x3 4"

P R

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Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

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IN

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IN

E E

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C R

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IN

G F

IE

LD

IL

(2

)7

-8 w w w .c m te ng r.

co m

D A

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YT C

BILI MO

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:4

A nd re w

G u rs ki

P lo t S ca le

:2

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

REMOVAL SECTION

NEW CONCRETE ENCASED

DUCT

N.T.S.

REMOVE & REPLACE

BITUMINOUS AIRFIELD PAVEMENT

MAXIMUM WIDTH AS REQUIRED BY CONTRACTOR’S OPERATION

4’ MINIMUM OR AS SHOWN

REMOVE EXISTING

SUBGRADE

ADDITIONAL REMOVAL,

SEE NOTE 2

REMOVE EXISTING

BITUMINOUS PAVEMENT

FULL−DEPTH DIAMOND

BLADE SAWCUT

EDGE OF REMOVAL

(TYPICAL ALL SIDES)

BITUMINOUS PAVEMENT,

SEE NOTE 1

AGGREGATE/SAND

BASE COURSE,

SEE NOTE 1

REPLACEMENT SECTION

NEW CONCRETE

ENCASED DUCT,

SEE NOTE 3

WIDTH AS REQUIRED BY CONTRACTOR’S OPERATION

4’ MINIMUM OR AS SHOWN

NEW FLOWABLE FILL

NEW GRADED CRUSHED

AGGREGATE BASE COURSE (GCA),

SEE NOTE 1

PRIME COAT

TACK COAT

(TYPICAL ALL SIDES)

EXISTING BITUMINOUS

PAVEMENT

ADDITIONAL REPLACEMENT,

SEE NOTE 2

EXISTING AGGREGATE/

SAND BASE COURSE

1. EXISTING AND NEW PAVEMENT THICKNESS SHOWN ON E−1002.

2. CONTRACTOR SHALL TAKE CARE TO PREVENT EDGES OF EXCAVATION FROM SLUFFING/MIGRATING INTO EXCAVATION. SHOULD SLUFFING/MIGRATION OCCUR, CONTRACTOR SHALL REMOVE AGGREGATE/SAND BASE

COURSE AS NECESSARY TO "SQUARE UP" EXCAVATION. SHOULD SLUFFING/MIGRATION CREATE A VOID UNDER THE PAVEMENT, REMOVE ADDITIONAL PAVEMENT. COST FOR ADDITIONAL REMOVAL AND REPLACEMENT DUE TO

SLUFFING/MIGRATION SHALL BE INCIDENTAL TO THE CONTRACT.

3. NEW CONCRETE ENCASED DUCT UNDER PAVEMENT SHALL BE REINFORCED AS SHOWN ON SHEET E−5004.

NOTES

4’ MINIMUM

3" GRADED CRUSHED

AGGREGATE BASE COURSE

REMOVE EXISTING

AGGREGATE/SAND

BASE COURSE

NEW 4" HMA 50 SURFACE COURSE

SEE NOTE 1

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IR

M O

B

IL

IT

Y

C O

M M

A N

D

D E

P A

R T

M E

N T

O F

T H

E A

IR

F

O R

C E

−M A

R −2

A

JG

C M

T

A

JG

−0

E −5

T

1. CONTINUOUS FENCE SHALL BE GROUNDED AT INTERVALS NOT EXCEEDING 1000 FT EXCEPT THERE SHALL BE A GROUND NOT EXCEEDING 100 FT FROM A GATE IN EACH SECTION OF THE FENCE ADJACENT TO THE

GATE.

2. THE GROUND WIRE SHALL BE CONNECTED TO THE TENSION WIRE AND THE GROUND ROD BY A MECHANICAL

CLAMP OF CAST BRONZE BODY AND BRONZE OR STAINLESS STEEL BOLTS AND WASHERS.

3. FENCE COMPONENTS:

A. FABRIC: 84" 9 GA. WOVEN 2" DIAMOND MESH − 1.20 OZ/SF ZINC COATING

B. LINE POST: 2.375" O.D. SCH 40 PIPE, 3.65 LBS PER FOOT. LINE POSTS SET 10’ O.C. (MAX.) CONCRETE

FOOTING: 10" DIA., 40" DEPTH.

C. CORNER, PULL AND END POSTS: 2.875" O.D. SCH 40 PIPE, 5.79 LBS PER FOOT. CONCRETE FOOTING: 16"

DIA., 40" DEPTH.

D. BRACING: CORNER POSTS BRACED AND TRUSSED TO THE NEAREST LINE POST WITH 1.660" O.D. ZINC

SCH 40 PIPE AND ZINC 3/8" TRUSS ROD AND TRUSS ROD TIGHTENER.

E. TENSION WIRE: 6 GA. ZINC COIL SPRING TENSION WIRE ATTACHED TO BOTTOM OF FENCE FABRIC

WITH 10 GA. ZINC STEEL HOG RING SPACED 24" O.C.

F. BARBED WIRE: 3 STRANDS OF 12 1/2 GA. 4−PT. ZINC BARB WIRE ON 45 DEGREE ZINC COATED PRESSED

STEEL BARB WIRE ARM.

G. FITTINGS: ZINC BEVELED BRACE BAND AND CARRIAGE BOLT, ZINC STEEL RAIL END, 45 DEGREE ZINC COATED PRESSED STEEL BARB WIRE ARM, ZINC COATED MALLEABLE IRON CORNER BARB WIRE ARM, 3/16" x 3/4" ZINC STEEL TENSION BAR, ZINC BEVELED TENSION BAND AND CARRIAGE BOLT.

H. TIE WIRE: 8 1/4" 9 GA. ZINC TIE WIRE SPACED 12" O.C. FOR LINE POSTS AND 24" O.C. FOR RAILS.

I. POST FOOTING: STRUCTURAL CONCRETE PER SPECIFICATION SECTION 033000.

4. CORNER POST REQUIRED WHEREVER FENCE ALIGNMENT CHANGES 30 DEGREES OR MORE OR AS

INDICATED ON PLANS.

NOTES:

6"

6"

16"Ø

(MIN.)

10"Ø

(MIN.)

10’−0"

(MAX.)

X

X

X

X

X

X X X X

X X X

X X XX X

X X

X X

X

BARBED WIRE ARM

ON LINE POST

N.T.S.

NON−FRANGIBLE

FOOTING DETAILS

N.T.S.

4"

(MIN.)

4"

(MIN.)

FASTENING STRETCHER

BAR TO POST

N.T.S.

TYING FABRIC TO

TENSION WIRE

N.T.S.

TYING FABRIC TO PIPE

N.T.S.

PROTECTIVE ELECTRICAL GROUND

DETAIL

N.T.S.

2"2"

BARBED WIRE DETAIL

N.T.S.

BARBED WIRE − 3 STRANDS, 12− 1/2" GAUGE WIRE WITH 14 GAUGE 4

POINT BARBS SPACED APPROXIMATELY 5 INCHES APART. ALL

WIRE SHALL BE ZINC COATED WITH A MINIMUM COATING OF 0.80

OUNCES PER SQUARE FOOT OF SURFACE AREA.

10’−0"

(MAX.)

NON−FRANGIBLE

LINE POST

ARRANGEMENT

N.T.S.

NON−FRANGIBLE

CORNER OR END POST

ARRANGEMENT

N.T.S.

12"

X X X X

X X

6"

(MIN.)

X X

MAX 2"

CORNER OR END POST LINE POST

NOTE: CONCRETE FOUNDATION FOR TEMPORARY LINE POSTS REQUIRED AT

MAXIMUM 50 FT INTERVALS, OTHER LINE POSTS MAY BE DRIVEN INTO TURF.

CONCRETE FOUNDATIONS ARE REQUIRED FOR ALL CORNER, END AND PULL POSTS.

NON−CONCRETE FOUNDATIONS ARE ONLY ACCEPTABLE FOR TEMPORARY FENCE.

ALL POSTS FOR PERMANENT FENCE SHALL HAVE A CONCRETE FOUNDATION.

V−ARM

3 STRANDS BARBED WIRE SECURELY

FASTENED TO WIRE ARM

FABRIC TIE SPACED

24" O.C. (MAX.)

BARBED SELVAGE

PIPE

FABRIC

FABRIC

TENSION

WIRE

BARBED

SELVAGE

FABRIC TIE SPACED

24" O.C. (MAX.)

STRETCHER BAR

STRETCHER BAR BANDS

SPACED 15" O.C. (MAX.)

POST

FABRIC

STRUCTURAL

P.C.C.

GROUND LINE

STRUCTURAL

P.C.C.

CONNECT TO TENSION

WIRE PER NOTES

8"Ø (MIN.)

COPPER CLAD

STEEL ROD

#8 SOLID, BARE

COPPER WIRE

GROUND LINE

LINE POST

TOP RAIL

CORNER POST

(PULL OR END)

FABRIC

BRACE

TENSION WIRE

TRUSS ROD

STRETCHER BAR

POST FOOTING.

SEE FOOTING DETAILS.

AGGREGATE MOW

STRIP

12" WIDE X 6" DEEP

(TYP. BETWEEN ALL

POSTS)

P R

Q E

5-

P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05-0101P2

E-5601

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

, K A

N S

A S

D

C

IV

IL

E

N G

IN

E

E R

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D e s ig n by

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P a g e

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P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

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IO

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P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

A W

F O

R D

M

U R

P H

Y

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IL

LY

, I

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R E

V

IS

IO

N

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

1. REFER TO E−5201 THRU E5204 FOR HANDHOLE

CONSTRUCTION INFORMATION.

2. FOR GENERALIZED HANDHOLE LOCATIONS,

SEE E−1001.

EXISTING

MH 903

CONDUITS 1−56, 2" PVC

CONDUITS 57, 58, 6" PVC

S

N

E

CENTER COORDINATES

SEE TABLE THIS SHEET

NORTH

CENTER

TO HH 801

TO FUTURE MH902

3736 3938 40 4241

4443 4645 47 4948

5150 5352 54 5655

W

TO MH 904

TO TMH−1

GENERAL NOTES

11 10

2 1

4 35

21 20

131426

COORDINATE LOCATIONS

POINT # NORTHING EASTING

DC01 1664115.07 1670412.96

DC02 1663378.28 1670306.39

DC03 1661994.77 1669741.39

DC04 1661159.19 1669800.79

DC05 1657392.23 1668946.05

DC06 1656395.72 1668863.67

FES01 1655952.55 1667454.38

FES02 1655894.16 1668789.47

HH801 1664455.78 1670629.25

HH802 1664142.90 1670564.25

HH803 1663702.31 1670472.72

HH804 1663261.72 1670381.18

HH805 1662823.16 1670144.53

HH806 1662382.56 1670053.00

HH807 1661941.97 1669961.47

HH808 1661469.55 1670008.87

HH809 1660980.01 1669907.17

HH810 1660490.46 1669805.47

HH811 1660000.91 1669703.77

HH812 1659511.36 1669602.07

HH813 1659021.82 1669500.37

HH814 1658532.27 1669398.66

HH815 1658042.72 1669296.96

HH816 1657553.17 1669195.26

HH817 1657110.06 1669103.21

HH818 1656698.51 1669019.39

HH819 1656492.64 1668667.51

HH820 1656204.11 1668607.70

HH821 1655915.58 1668547.88

HH822 1656017.48 1668056.36

HH823 1656150.29 1667600.56

ELECTRICAL DRAINAGE SCHEDULE

RUN STRUCTURE SIZE LENGTH RIM / TOP

INVERT

ELEVATION*

SLOPE STRUCTURE TYPE

FROM TO (IN) (FEET) UPPER LOWER UPPER LOWER % UPPER LOWER

1 HH801 HH802 4 322 1351.50 1351.50 1346.92 1346.26 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

2 HH803 HH802 4 455 1349.50 1351.50 1344.92 1344.02 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

3 HH802 DC01 4 150 1351.50 1340.85 1344.02 1340.85 2.11% ELEC. HANDHOLE DIRECT CONNECT

4 HH804 DC02 4 123 1349.00 1339.79 1344.42 1339.79 3.76% ELEC. HANDHOLE DIRECT CONNECT

5 HH805 HH806 4 450 1342.50 1344.90 1337.92 1337.00 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

6 HH806 HH807 4 445 1344.90 1341.95 1337.00 1336.09 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

7 HH807 DC03 4 231 1341.95 1332.55 1336.09 1332.55 1.53% ELEC. HANDHOLE DIRECT CONNECT

8 HH808 DC04 4 485 1341.20 1329.31 1336.62 1329.31 1.51% ELEC. HANDHOLE DIRECT CONNECT

9 HH812 HH811 4 500 1340.95 1341.25 1336.37 1335.37 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

10 HH811 HH810 4 500 1341.25 1340.20 1335.37 1334.37 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

11 HH810 HH809 4 500 1340.20 1339.25 1334.37 1333.37 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

12 HH809 DC04 4 205 1339.25 1329.31 1333.37 1329.31 1.98% ELEC. HANDHOLE DIRECT CONNECT

13 HH813 HH814 4 500 1340.50 1339.95 1335.92 1334.92 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

14 HH814 HH815 4 500 1339.95 1339.40 1334.92 1333.92 0.20% ELEC. HANDHOLE ELEC. HANDHOLE

15 HH815 HH816 4 500 1339.40 1337.15 1333.92 1332.50 0.28% ELEC. HANDHOLE ELEC. HANDHOLE

16 HH816 HH817 4 205 1337.15 1334.10 1332.50 1329.50 1.46% ELEC. HANDHOLE ELEC. HANDHOLE

17 HH817 DC05 4 205 1334.10 1326.12 1329.50 1326.12 1.65% ELEC. HANDHOLE DIRECT CONNECT

18 HH818 DC06 4 349 1328.50 1319.00 1323.92 1319.00 1.41% ELEC. HANDHOLE DIRECT CONNECT

19 HH819 HH820 4 300 1325.90 1322.95 1321.32 1318.30 1.01% ELEC. HANDHOLE ELEC. HANDHOLE

20 HH820 HH821 4 300 1322.95 1321.90 1318.30 1317.25 0.35% ELEC. HANDHOLE ELEC. HANDHOLE

21 HH822 HH821 4 500 1326.50 1321.90 1321.92 1317.25 0.93% ELEC. HANDHOLE ELEC. HANDHOLE

22 HH821 FES02 4 243 1321.90 1312.00 1317.25 1312.00 2.16% ELEC. HANDHOLE FES

23 HH823 FES01 4 413 1319.25 1313.50 1314.67 1313.50 0.28% ELEC. HANDHOLE FES

* NOTE: INVERT ELEVATIONS PROVIDED ARE FOR

ELECTRICAL DRAINAGE PIPE ADJACENT TO

THE HANDHOLE OR MANHOLE. ACTUAL

DRAIN OPENING INSIDE STRUCTURE MAY

BE HIGHER.

N E

W H

A N

D H

O

LE

F O

L D

O U

TS

A B C D E F G H I

D e s ig n by

D w n b y:

P a g e

S iz e:

C M

T P

R O

JE

C

T

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

T

IO

N A

P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

A W

F O

R D

M

U R

P H

Y

T

IL

LY

, I

N C

W

W

A S

H

IN

G

TO

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S P

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IN

G F

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(2

)7

-8 w w w .c m te ng r.

co m

D A

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BILI MO

M

MO

I A

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AN

P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

R E

V

IS

IO

N

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−6101

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

K

A N

S A

S

D

C

IV

IL

E

N G

IN

E

E R

IN

G

S Q

U A

D R

O N

A

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M O

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IL

IT

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C O

M M

A N

D

D E

P A

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M E

N T

O F

T H

E A

IR

F

O R

C E

−M A

R −2

A

JG

C M

T

A

JG

−0

E −6

T

HH801 − 803

S

N

EW

NORTH

CENTER

HH 804

NORTH

11 10

2 1

18 17

4 35

21 20

S

N

EW

NORTH

CENTER

HH805

S

N

E

NORTH

CENTER

HH806

S

N

E

NORTH

CENTERW

11 10

2 1

4 35

21 20

43 5

13 14

43 5

43 5

43 5

GENERAL NOTES

1. REFER TO SHEETS E−5201 THRU E−5204 FOR

HANDHOLE CONSTRUCTION DETAILS.

2. FOR GENERALIZED HANDHOLE LOCATIONS SEE

SHEETS E−1001.

TO HH 805

TO HH 803

TO HH 802/803/804

TO HH 903/801

TO HH806 TO HH807

TO HH 804 TO HH 805

CONDUITS 1−24, 2" PVC

CONDUITS 5, 6, 25,26,6" PVC

CONDUITS 1−24, 2" PVC

CONDUITS 25, 26, 6" PVC

CONDUITS 1−24, 2" PVC

CONDUITS 25, 26, 6" PVC

ALL CONDUITS − 2" PVC

.5

BOTTOM ROW OF CONDUITS

TO BE 12" ABOVE FLOOR

OF HANDHOLE

.5

BOTTOM ROW OF CONDUITS

TO BE 12" ABOVE FLOOR

OF HANDHOLE

TO HHA02 (FUTURE)

FOR HH801 ONLY TO HHA01 (FUTURE)

11 10

2 1

18 17

4 35

21 20

7 25

W

TO EXISTING MH

11 10

2 1

18 17

4 35

21 20

N E

W H

A N

D H

O

LE

F O

L D

O U

TS

A B C D E F G H I

D e s ig n by

D w n b y:

P a g e

S iz e:

C M

T P

R O

JE

C

T

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

T

IO

N A

P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

A W

F O

R D

M

U R

P H

Y

T

IL

LY

, I

N C

W

W

A S

H

IN

G

TO

N S

TR

E

E T

S P

R

IN

G F

IE

LD

IL

(2

)7

-8 w w w .c m te ng r.

co m

D A

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YT C

BILI MO

M

MO

I A

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AN

P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

R E

V

IS

IO

N

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−6102

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

K

A N

S A

S

D

C

IV

IL

E

N G

IN

E

E R

IN

G

S Q

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D R

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A

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M O

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−M A

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C M

T

A

JG

−0

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N E

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F O

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A B C D E F G H I

D e s ig n by

D w n b y:

P a g e

S iz e:

C M

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C

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P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

T

IO

N A

P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

A W

F O

R D

M

U R

P H

Y

T

IL

LY

, I

N C

W

W

A S

H

IN

G

TO

N S

TR

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E T

S P

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IN

G F

IE

LD

IL

(2

)7

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D A

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BILI MO

M

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I A

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AN

P lo t B y:

−M a r−

:4

A nd re w

G u rs ki

P lo t S ca le

:2

R E

V

IS

IO

N

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

HH 809 − 816

ALL CONDUITS 2" PVC

S

EW CENTER

GENERAL NOTES

1. REFER TO SHEETS E−5201 THRU E−5204 FOR

HANDHOLE CONSTRUCTION DETAILS.

2. FOR GENERALIZED HANDHOLE LOCATIONS SEE

SHEETS E−1001.

HH 808

ALL CONDUITS − 2" PVC

NORTH

S

N

EW

NORTH

CENTER

S

N

E

NORTH

CENTERW

S

N

NORTH

CENTER

TO HH 807

HH 817

ALL CONDUITS − 2" PVC

EW

N

43 5

13 14

11 1012

21 20

TO HH809

43 5

13 14

TO HH 818

TO HH 806

HH 807

ALL CONDUITS − 2" PVC

TO HH808

2 13

79 8

11 10

2 1

4 35

21 20

43 5

13 14

11 10

2 1

4 35

21 20

43 5

13 14

11 10

2 1

4 35

21 20

TO HH816

.5

BOTTOM ROW OF CONDUITS

TO BE 12" ABOVE FLOOR

OF HANDHOLE

.5

BOTTOM ROW OF CONDUITS

TO BE 12" ABOVE FLOOR

OF HANDHOLE

.5

BOTTOM ROW OF CONDUITS

TO BE 12" ABOVE FLOOR

OF HANDHOLENORTH

TO HH 809−817

TO HH808−815

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−6103

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

K

A N

S A

S

D

C

IV

IL

E

N G

IN

E

E R

IN

G

S Q

U A

D R

O N

A

IR

M O

B

IL

IT

Y

C O

M M

A N

D

D E

P A

R T

M E

N T

O F

T H

E A

IR

F

O R

C E

−M A

R −2

A

JG

C M

T

A

JG

−0

E −6

T

N E

W H

A N

D H

O

LE

F O

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O U

TS

A B C D E F G H I

D e s ig n by

D w n b y:

P a g e

S iz e:

C M

T P

R O

JE

C

T

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

R

IP

T

IO

N A

P P

R O

V E

D

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

M B

E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

c

C O

N S

U

LT

IN

G

E N

G

IN

E E

R S

C R

A W

F O

R D

M

U R

P H

Y

T

IL

LY

, I

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W

W

A S

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IN

G

TO

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

IS

HH821

ALL CONDUITS 2" PVC

S

EW

NORTH

CENTER

HH819 & HH820

ALL CONDUITS − 2" PVC

NORTH

S

N

EW

NORTH

CENTER

S

N

E

NORTH

CENTERW

N

43 5

13 14

11 1012

161718 1314

43 5

16 17

13 14

TO HH817

HH818

ALL CONDUITS − 2" PVC

TO HH819

2 13

79 8

11 10

2 1

4 35

9 8

TO MH3

GENERAL NOTES

1. REFER TO SHEETS E−5201 THRU E−5204 FOR

HANDHOLE CONSTRUCTION DETAILS.

2. FOR GENERALIZED HANDHOLE LOCATIONS SEE

SHEETS E−1001.

TO HH820

TO HH822

43 5

16 17

13 14

S

N

CENTER

HH822

ALL CONDUITS − 2" PVC

EW

TO

HH821

TO HH823

TO EX MH7

S

N

CENTER

HH 823

ALL CONDUITS − 2" PVC

EW

TO HH822TO

EX H001

SPARES FOR FUTURE

NORTH NORTH

.5

BOTTOM ROW OF

CONDUITS TO BE

12" ABOVE FLOOR

OF HANDHOLE

TO EX MH2

TO HH818/819

TO HH820/821

TO

EX MH037

2 14 3

57 6

P R

Q E

−0 P

R E

P A

IR

S

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−6104

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

K

A N

S A

S

D

C

IV

IL

E

N G

IN

E

E R

IN

G

S Q

U A

D R

O N

A

IR

M O

B

IL

IT

Y

C O

M M

A N

D

D E

P A

R T

M E

N T

O F

T H

E A

IR

F

O R

C E

−M A

R −2

A

JG

C M

T

A

JG

−0

E −6

T

1. EVERY CONDUIT CONTAINING POWER CABLE

WILL ALSO INCLUDE A #6 AWG GROUND.

2. SEE SHEET E−1002 FOR WIRING NOTES.

3. ALL CABLE WILL BE INSTALLED USING SHEAVES

AND MANHOLE MOUNTED PULLING IRONS.

4. ALL AIRFIELD AND APPROACH LIGHTING CIRCUITS

SHALL BE SPLICED TO EXISTING CIRCUITS INSIDE

EXISTING MANHOLE MH903 OR AIRFIELD LIGHTING

VAULT. SEE E−1109.

NOTES

MARK CKT CIRCUIT DESCRIPTION CABLE NO. & TYPE HAND HOLE AND DUCT IDENTIFIER (SEE HANDHOLE FOLD DOWN DWGS ON SHEET E−6101 THROUGH E−6104)

HH801 HH802 HH803 HH804 HH805 HH806 HH807 HH808 HH809−HH817 HH818 HH819

N W S N S N S N W S N W S N S N S N S N S N W S N S

SWAA A3 WEST RWY SOUTH APPROACH − A 2−#6, 5KV, FAA TYPE C, L−824 19 24 19 24 19 24 19 24 19 24 19 24 19 24 19 24 19 24 19 18 13 18

TO HH 820, E−6104

SWAB A4 WEST RWY SOUTH APPROACH − B 2−#6, 5KV, FAA TYPE C, L−824 20 23 20 23 20 23 20 23 20 23 20 23 20 23 20 23 20 23 20 17 14 17

SWAC A5 WEST RWY SOUTH APPROACH − C 2−#6, 5KV, FAA TYPE C, L−824 21 22 21 22 21 22 21 22 21 22 21 22 21 22 21 22 21 22 21 16 15 16

SWAD A6 WEST RWY SOUTH APPROACH − D 2−#6, 5KV, FAA TYPE C, L−824 22 21 22 21 22 21 22 21 22 21 22 21 22 21 22 21 22 21 22 15 16 15

WEST RWY SOUTH APPROACH − SPARE 23 20 23 20 23 20 23 20 23 20 23 20 23 20 23 20 23 20 23 14 17 14

SWSP X1 SOUTH WEST STROBE POWER 2−#8, 5KV, XLPE, MV90, 133% 24 19 24 19 24 19 24 19 24 19 24 19 24 19 24 19 24 19 24 13 18 13

SWSC C1 SOUTH WEST STROBE CONTROL 2−#6, 5KV, FAA TYPE C, L−824 13 18 13 18 13 18 13 18 13 18 13 18 13 18 13 18 13 18 13 12 7 12

WEST RWY SOUTH APPROACH − SPARE 14 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 14 11 8 11

SEAA B3 EAST RWY SOUTH APPROACH − A 2−#6, 5KV, FAA TYPE C, L−824 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 15 16 3 TO MH3, SHEET E−1102

SEAB B4 EAST RWY SOUTH APPROACH − B 2−#6, 5KV, FAA TYPE C, L−824 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 14 17 4 SPLICE TO EX CKT

EAST RWY SOUTH APPROACH − SPARE 18 13 18 13 18 13 18 13 18 13 18 13 18 13 18 13 18 13 18 7 12 7

TO HH 820, SHEET E−6104

EAST RWY SOUTH APPROACH − SPARE 7 12 7…