Atch_3_-_Drawings_Part_1.pdf

PDF 3 MB Posted Jul 2, 2013

Attached to: Repair (Sus) Airfield Lighting System (South)
Solicitation number: FA4621-13-R-0003
Issued by: Department of the Air Force Air Mobility Command

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FA4621-13-R-0003 Atch 3 Drawings Part 1. Please ensure to download Part 1 and Part 2 for a total of 40 drawings.

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Other files

File	Type	Posted
Atch_9_-_E-5202-E-5202_Electrical_Handhole_Details-1.pdf	PDF	Jul 31, 2013
Atch_1_-_Revised_SOW_30_July_2013.pdf	PDF	Jul 31, 2013
Atch_12_-_Questions_and_Answers.pdf	PDF	Jul 31, 2013
Atch_11_-_PRQE_05-0101S2_Addendum.pdf	PDF	Jul 31, 2013
Atch_10_-_E-5302-E-5302_Duct_Band_and_Counterpoise_Construction_Details.pdf	PDF	Jul 31, 2013
Atch_7_-_Revised_Bid_Schedule_22_July_13.pdf	PDF	Jul 31, 2013
Amendment_0004.pdf	PDF	Jul 31, 2013
Amendment_0002.pdf	PDF	Jul 12, 2013
Atch_6_-_Past_and_Present_Performance_Survey.pdf	PDF	Jul 12, 2013
Amendment_0001.pdf	PDF	Jul 3, 2013
Atch_4_-_Schedule_of_Material_Submittals.pdf	PDF	Jul 2, 2013
Atch_2_-_Specifications.pdf	PDF	Jul 2, 2013
Atch_8_-_Rotating_Beacon_Specifications.pdf	PDF	Jul 2, 2013
Atch_7_-_Bid_Schedule.pdf	PDF	Jul 2, 2013
FA4621-13-R-0003.pdf	PDF	Jul 2, 2013
Atch_5_-_General_Decision.pdf	PDF	Jul 2, 2013
Atch_6_-_Past_and_Present_Performance_Survey.pdf	PDF	Jul 2, 2013
Atch_3_-_Drawings_Part_2.pdf	PDF	Jul 2, 2013
Atch_1_-_SOW.pdf	PDF	Jul 2, 2013

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MEMMINGER

062−053744

STATE OF ILLINO

C h ie f o f D e si g n

C h ie f, O p e ra tio n s

P ro je c t

D e s ig n M a n a g e r

B a s e

C iv il E n g in e e r

C h ie f

E n g in e e r

A M

W /S a fe ty

D a te

PRQE 05−0101P2

F ir e D e p a rt m e n t

S e c u ri ty

P o lic e

C o m m u n ic a tio n s

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C o n st ru ct io n M a n a g e m e n t

E n v ir o n m e n ta l

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VOLUME 1 of 1

REPAIR SOUTH DUCT BANK

14 MAR 2012

100% SUBMITTAL

VICINITY MAPS

NOT TO SCALE

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McCONNELL AIR FORCE BASE, KANSAS

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A4621-13-R-0003 Drawings Attachment 3

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THOMAS

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062−053744

STATE OF ILLINO

Sheet Index Table Sheet No. Drawing No. Sheet Title

COVER AND GENERAL NOTES

1 G−1001 COVER SHEET

2 G−1002 INDEX TO SHEETS & ABBREVATIONS

3 G−2001 GENERAL NOTES

4 G−3001 STORAGE AREA ACCESS

5 G−3002 WORK AREAS, PHASING SCHEDULE & PHASING NOTES

6 G−3003 MAINTENANCE OF TRAFFIC DETAILS

7 G−3004 CONTRACTOR STORAGE AREA

8 G−3005 PHASING PLAN B

9 G−3006 PHASING PLAN C

10 G−3007 PHASING PLAN D

11 G−3008 PHASING PLAN E

DUCT BANK NOTES

12 E−1001 NEW DUCT BANK OVERVIEW

13 E−1002 AIRFIELD DUCTBANK, WIRING NOTES AND LEGEND

DUCT BANK LAYOUT PLANS

14 E−1101 DUCT BANK LAYOUT 1

15 E−1102 DUCT BANK LAYOUT 2

16 E−1103 DUCT BANK LAYOUT 3

17 E−1104 DUCT BANK LAYOUT 4

18 E−1105 DUCT BANK LAYOUT 5

19 E−1106 DUCT BANK LAYOUT 6

20 E−1007 DUCT BANK LAYOUT 7

21 E−1108 DUCT BANK LAYOUT 8

22 E−1109 DUCT BANK LAYOUT 9

ELECTRICAL WIRING DETAILS

23 E−5001 ELECTRICAL SPLICE AND CABLE TAG DETAILS

ELECTRICAL STRUCTURE DETAILS

24 E−5201 ELECTRICAL STRUCTURE DESIGN REQUIREMENTS

25 E−5202 ELECTRICAL HANDHOLE DETAILS − 1

26 E−5203 ELECTRICAL HANDHOLE DETAILS − 2

27 E−5204 ELECTRICAL HANDHOLE DETAILS − 3

ELECTRICAL DUCT BANK DETAILS

28 E−5301 DUCT BANK CONFIGURATIONS

29 E−5302 DUCT BANK AND COUNTERPOISE CONSTRUCTION DETAILS

30 E−5303 DUCT BANK CONNECTION DETAIL

31 E−5304 DUCT BANK & CIRCUIT TABLES

ELECTRICAL MICROTUNNELING DETAILS

32 E−5401 JACK AND BORE DETAILS

Sheet Index Table Sheet No. Drawing No. Sheet Title

PAVEMENT REMOVAL AND REPLACEMENT DETAILS

33 E−5501 PAVEMENT REMOVAL AND REPLACEMENT

TEMPORARY FENCE DETAILS

34 E−5601 TEMPORARY FENCE DETAILS

HH−MH FOLD DOWN DIAGRAMS

35 E−6101 NEW HANDHOLE FOLDOUTS − 1

36 E−6102 NEW HANDHOLE FOLDOUTS − 2

37 E−6103 NEW HANDHOLE FOLDOUTS − 3

38 E−6104 NEW HANDHOLE FOLDOUTS − 4

CIRCUIT ROUTING TABLES

39 E−6201 CIRCUIT ROUTING TABLES − 1

40 E−6202 CIRCUIT ROUTING TABLES − 2

ABBREVIATIONS

ATG ADJUST TO GRADE

AGGR AGGREGATE

AF AIR FORCE

AFL AIRFIELD LIGHTING

ALSF

APPROACH LIGHT SYSTEM WITH

SEQUENCED FLASHERS

BMP BEST MANAGEMENT PRACTICE

BIT BITUMINOUS

CTR CENTER

S−N

CIRCUIT SELECTOR SWITCH,

NUMBER

COMM COMMUNICATIONS

CONC CONCRETE

REG. CONSTANT CURRENT REGULATOR

CO CONTRACTING OFFICER

COR

CONTRACTING OFFICER’S

REPRESENTATIVE

CLSM

CONTROLLED LOW STRENGTH

MATERIAL

CABC

CRUSHED AGGREGATE BASE

COURSE

DEG DEGREE

DIA DIAMETER

DM DISTANCE MARKER

EA EACH

ELEC ELECTRIC

EMH ELECTRIC MANHOLE

ELEV ELEVATION

ECP ENTRY CONTROL POINT

ERP

ENVIRONMENTAL RESTORATION

PROGRAM

EXIST EXISTING

FOD FOREIGN OBJECT DEBRIS

GA GAUGE

GOVT GOVERNMENT

HH HANDHOLE

HMA HOT MIX ASPHALT

INS INERTIAL NAVIGATION SYSTEM

ILS INSTRUMENT LANDING SYSTEM

KANG KANSAS AIR NATIONAL GUARD

LT LEFT

LHA LIGHT HOUSING ASSEMBLY

LF LINEAR FOOT

MH MANHOLE

MUTCD

MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES

MAX MAXIMUM

MITL MEDIUM INTENSITY TAXIWAY LIGHT

MPH MILES PER HOUR

MIN MINIMUM

NAVAIDS NAVIGATIONAL AIDS

NTS NOT TO SCALE

NOTAM NOTICE TO AIRMAN

NTP NOTICE TO PROCEED

NO NUMBER

O.C. ON CENTER

PVT PAVEMENT

PC POINT OF CURVATURE

PT POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PCC PORTLAND CEMENT CONCRETE

LB POUND

PSI POUNDS PER SQUARE INCH

QUANTITY−DISTANCE (WEAPONS

BLAST RADIUS ARC)

RAD RADIUS

RCP REINFORCED CONCRETE PIPE

REL RELOCATE

REMOVE (DEMO)/REINFORCED

(PCC)

RBO REMOVED BY OTHERS

RT RIGHT

RWY RUNWAY

R/W RUNWAY

REIL RUNWAY END IDENTIFIER LIGHT

RGL RUNWAY GUARD LIGHT

SMH SANITARY MANHOLE

SCH SCHEDULE

SFL SEQUENCED FLASHER LIGHT

SF SILT FENCE

SP SPACE

STA STATION

ST STORM SEWER

SWPPP

STORMWATER POLLUTION

PREVENTION PLAN

SD SUBDRAIN

T/L TAXILANE

TWY TAXIWAY

T/W TAXIWAY

TELE TELEPHONE

TEMP TEMPORARY

T THICKNESS

TBR TO BE REMOVED

TYP TYPICAL

UG UNDERGROUND

WWF WELDED WIRE FABRIC

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1. ALL BROKEN AND WASTE CONCRETE, ASPHALT, BRICK, WOOD, EXCAVATED EARTH AND OTHER

WASTE SHALL BE DISPOSED OF OFF GOVERNMENT PROPERTY.

2. NO BORROW AREA IS AVAILABLE ON THE BASE. BORROW SHALL BE OBTAINED OFF THE BASE AT

THE CONTRACTOR’S EXPENSE.

3. THE CONTRACTOR SHALL KEEP OPEN TAXIWAYS AND RUNWAYS CLEAR OF FOREIGN OBJECT

DEBRIS (FOD) AT ALL TIMES. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A VACUUM

SWEEPER TRUCK FOR REMOVAL OF FOD. THE CONTRACTOR SHALL CONTINUOUSLY CLEAN ALL

RUNWAY AND TAXIWAY PAVEMENTS EITHER USED AS A HAUL ROAD OR CROSSED DURING HAULING

OPERATIONS. THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL CONSTRUCTION AREAS

IMMEDIATELY BEFORE THE PAVEMENT IS OPENED TO AIRCRAFT TRAFFIC. THE CONTRACTING

OFFICER IN COORDINATION WITH THE CHIEF OF AIRFIELD MANAGEMENT SHALL MAKE

ARRANGEMENTS TO CLOSE AND OPEN PAVEMENTS TO TRAFFIC.

4. AREAS DISTURBED BY THE CONTRACTOR’S OPERATIONS SHALL BE COMPLETELY RESTORED BY

THE CONTRACTOR AT THE CONTRACTORS EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER, IN COORDINATION WITH THE CHIEF OF AIRFIELD MANAGEMENT.

5. THE CONTRACTOR SHALL PROVIDE PUMPS OR INSTALL SUBDRAINS TO ENSURE NO STANDING

WATER FROM RAIN WILL BE ALLOWED TO STAND IN THE EXCAVATED AREAS.

6. THE CONTRACTOR SHALL KEEP TAXIWAY AND RUNWAY LIGHTS OPERABLE. ANY OUTAGE OF

LIGHTS SHALL BE COORDINATED WITH THE CHIEF OF AIRFIELD MANAGEMENT 30 DAYS IN

ADVANCE. THE CONTRACTOR SHALL STAY ON THE SITE UNTIL ALL DAMAGED OR INOPERABLE

AIRFIELD LIGHTS ARE REPAIRED AND FUNCTIONAL. THE LIGHTING WORK SHALL BE COORDINATED

WITH CHIEF OF AIRFIELD MANAGEMENT THROUGH THE CONTRACTING OFFICER.

7. ALL COSTS RELATING TO THE CONTRACTOR’S ACCESS AND SECURITY SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

THE LOCATION OF UNDERGROUND UTILITIES AS INDICATED ON THE PLANS HAS BEEN OBTAINED FROM EXISTING RECORDS. NEITHER THE GOVERNMENT NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY WHATEVER IN RESPECT TO THE ACCURACY, COMPLETENESS, OR SUFFICIENCY OF THE INFORMATION.

THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE

ENCOUNTERED IN THE CONSTRUCTION.

IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE ACTUAL LOCATION OF ALL SUCH FACILITIES, INCLUDING SERVICE CONNECTIONS TO UNDER−GROUND UTILITIES. PRIOR TO DIGGING, THE CONTRACTOR SHALL OBTAIN DIGGING PERMITS IN ACCORDANCE WITH SPECIFICATION SECTION 01 11

00. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR DETAILED INFORMATION AND ASSISTANCE IN LOCATING UTILITIES. IN THE EVENT AN UNEXPECTED UTILITY INTERFERENCE IS ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE UTILITY COMPANY AND THE

CONTRACTING OFFICER. ANY SUCH MAINS AND/OR SERVICES DISTURBED BY THE CONTRACTORS

OPERATIONS SHALL BE RESTORED IMMEDIATELY AT HIS EXPENSE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

UNDER NO CIRCUMSTANCES SHALL THE EXISTING COMMUNICATION LINES BE CUT. CONTRACTOR TO

FIELD LOCATE EXISTING COMMUNICATION LINES AND ALL UTILITIES PRIOR TO START OF WORK AS

DISCUSSED IN SECTION 01 11 00.

CONTRACTOR OPERATIONS AND AIRFIELD SECURITY

UNDER NO CIRCUMSTANCES SHALL BOTH RUNWAYS BE CLOSED AT THE SAME TIME

DUE TO THE CONTRACTOR’S OPERATIONS

1. THE CONTRACTOR’S MATERIAL STORAGE, STAGING AND FIELD TRAILER LOCATIONS

SHALL BE AT THE SITE SHOWN ON G−3001. THE MATERIAL STORAGE, STAGING AND

FIELD TRAILER LOCATIONS AND ANY OTHER LOCATION USED BY THE CONTRACTOR,

SHALL BE MAINTAINED AND REPAIRED IN KIND BY THE CONTRACTOR TO THE

SATISFACTION OF THE CONTRACTING OFFICER. NO ADDITIONAL COMPENSATION WILL

BE MADE TO THE CONTRACTOR FOR THIS WORK.

2. SINCE THE WORK SITE IS ON THE AIRFIELD, ONLY CONTRACTOR OWNED VEHICLES

ALLOWED AT THE WORK SITE.

3. MAXIMUM EQUIPMENT HEIGHT AT WORK SITE IS 20 FEET. A TEMPORARY AIRFIELD

CONSTRUCTION WAIVER MUST BE OBTAINED TO START OF WORK. 30 DAYS PRIOR TO

START OF WORK, CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER;

1.) A LIST OF EQUIPMENT TO BE USED ON THE AIRFIELD.

2.) MAXIMUM EQUIPMENT HEIGHT.

4. ALL MATERIAL STORED AT THE WORK AREAS SHALL BE APPROVED BY THE COR PRIOR

TO PLACEMENT.

5. IF CONTRACTOR ELECTS TO USE ANY OF THE UTILITIES WITHIN THE WORK SITE, HE

SHALL MAKE ARRANGEMENTS FOR THE UTILITIES AT NO ADDITIONAL COST TO THE

CONTRACT. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY

UTILITIES. IF THE CONTRACTOR ELECTS TO USE UTILITIES PROVIDED BY McCONNELL

AFB, THE CONTRACTOR SHALL COMPENSATE McCONNELL AFB FOR ALL UTILITIES

USED.

6. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY STORM WATER POLLUTION

CONTROL IN ACCORDANCE WITH SECTION 01 57 20 INCLUDING BUT NOT LIMITED TO

STORM WATER POLLUTION PREVENTION PLAN (SWPPP).

CONTRACTOR ACCESS

1. THE CONTRACTOR’S ACCESS SHALL BE AS SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL ACCESS FROM LOCAL ROADS WITH MCCONNELL AFB OFFICIALS AS WELL AS ANY OTHER APPROPRIATE AGENCY RESPONSIBLE FOR THE ROADWAY. ANY PERMITS, SIGNAGE OR LIGHTING REQUIRED

FOR ACCESS BY THESE AGENCIES SHALL BE IN PLACE PRIOR TO INITIATING WORK.

2. AIRFIELD ACCESS REQUIRES THE FOLLOWING PERMITS:

A. CONTRACTOR ACCESS PASS, OBTAINED AT THE WEST GATE, McCONNELL AFB.

B. AIRFIELD PASS, OBTAINED FROM AIRFIELD MANAGEMENT.

C. FLIGHTLINE PASS FOR ALL DRIVERS, OBTAINED FROM AIRFIELD MANAGEMENT.

3. MAXIMUM WEIGHT LIMIT FOR ALL ROADWAYS ON THE BASE IS THE LEGAL LOAD LIMIT. HAUL ROUTES ON AIRFIELD ARE LIMITED TO TAXIWAY PAVEMENTS AND EXISTING AIRFIELD ACCESS ROADWAYS. USE OF

AIRFIELD SHOULDERS AS HAUL ROAD IS NOT PERMITTED. EXISTING AIRFIELD ACCESS ROUTES AND ROADWAYS ARE NOT RATED FOR HAULING HEAVY LOADS. CENTERFIELD HAUL ROUTE NORTH OF TAXIWAY C

IS 2 INCHES OF BITUMINOUS CONCRETE.

4. ALL VEHICLES SHALL REMAIN ON THE ROADWAYS SHOWN, AND SHALL NOT DEVIATE FROM THE APPROVED

ROUTE UNLESS APPROVED BY THE CONTRACTING OFFICER.

5. ALL PAVEMENTS, ROADWAYS, DRIVES AND ANY OTHER AREA USED BY THE CONTRACTOR AS A HAUL ROAD SHALL BE MAINTAINED AND REPAIRED IN KIND BY THE CONTRACTOR TO THE SATISFACTION OF THE

CONTRACTING OFFICER. NO ADDITIONAL COMPENSATION WILL BE MADE TO THE CONTRACTOR FOR THIS WORK. EACH WEEK DURING CONSTRUCTION THAT THE CONTRACTOR USES THE AIRFIELD HAUL ROUTE, THE CONTRACTOR SHALL MAINTAIN THE CENTERFIELD AIRFIELD HAUL ROUTES BY FILLING ALL POTHOLES MORE

THAN 4 INCHES IN DEPTH WITH AGGREGATE MATERIAL AND GRADING THE ROUTE TO ELIMINATE BUMPS

MORE THAN 2 INCHES HIGH.

6. DURING ADVERSE WEATHER, THE CONTRACTOR SHALL MAKE PROVISIONS FOR ACCESS TO THE WORK

AREA, INCLUDING HAUL ROADS, AT NO ADDITIONAL COSTS TO THE CONTRACT.

7. THE CONTRACTOR SHALL CONTROL DUST FROM THE ACCESS AND HAUL ROADS AS DIRECTED BY THE

CONTRACTING OFFICER AND IN ACCORDANCE WITH SPECIFICATION SECTION 01 50 00.

8. ANY VEHICLE REQUIRED TO TRAVEL OVER ANY PORTION OF THE WORK AREA WITHIN THE AIRFIELD, SHALL

BE EITHER ESCORTED BY A PROPERLY IDENTIFIED VEHICLE OR SHALL BE PROPERLY IDENTIFIED TO

OPERATE ON THE AIRFIELD.

NO PRIVATELY OWNED VEHICLES ALLOWED ON THE AIRFIELD.

PROPER IDENTIFICATION TO OPERATE ON THE AIRFIELD CONSISTS OF:

A. A SIGN ON THE DRIVERS DOOR.

B. A FLASHING YELLOW LIGHT MOUNTED ON THE OUTSIDE OF THE VEHICLE.

C. A "FLIGHTLINE CERTIFICATE" ISSUED BY AIRFIELD MANAGEMENT.

ALL VEHICLES REQUIRING AN ESCORT SHALL BE IDENTIFIED WITH

A. A SIGN ON THE DRIVERS DOOR

B. A FLAG NOT LESS THAN 3−FOOT SQUARE CONSISTING OF A CHECKERED PATTERN OF

INTERNATIONAL ORANGE AND WHITE SQUARES OF NOT LESS THAN ONE FOOT ON EACH SIDE AND

DISPLAYED IN FULL VIEW ABOVE THE VEHICLE.

9. PRIVATELY OWNED VEHICLES (POV) ARE ALLOWED ON MCCONNELL AFB, BUT PROHIBITED FROM THE

AIRFIELD AND FLIGHTLINE. ALL POV SHALL ACCESS MCCONNELL AFB THROUGH THE WEST GATE.

1. EXCEPT WHERE NOTED IN THE PLANS, EXISTING COMMUNICATIONS EQUIPMENT AND NAVIGATIONAL AIDS (NAVAIDS)

SHALL NOT BE DISTURBED BY THE CONTRACTOR AND SHALL BE PROTECTED FROM DAMAGE.

2. PRIOR TO BEGINNING SITE WORK, CONTRACTOR SHALL COORDINATE THROUGH COR FOR BASE COMMUNICATIONS TO LOCATE AND MARK ALL UNDERGROUND COMMUNICATIONS CABLES AND FACILITIES WITHIN THE PROJECT AREA.

3. THE FOLLOWING VISUAL AND ELECTRONIC NAVAIDS SHALL BE MAINTAINED IN THE STATUS LISTED BELOW

THROUGHOUT CONSTRUCTION.

NAVAIDS NOTES

NAVAID STATUS

NAVAID STATUS DURING CONSTRUCTION

TACAN ALWAYS ON, ALWAYS POWERED

FMQ−19 ALWAYS ON, ALWAYS POWERED

R/W 1R−19L PAPI’S ALWAYS ON, ALWAYS POWERED

R/W 1L−19R PAPI’S ALWAYS ON, ALWAYS POWERED

R/W 1L−19R GLIDESLOPE ANTENNAS ALWAYS ON, ALWAYS POWERED

R/W 1L−19R LOCALIZER ANTENNAS ALWAYS ON, ALWAYS POWERED

WINDSOCKS ALWAYS ON, ALWAYS POWERED

WORK SITE

1. UNDER THIS OPTION ALL ELECTRICAL CONDUIT IN DUCT BANK TERMINATING IN A HANDHOLE OR MANHOLE SHALL PASS THE 0.5 PSIG PRESSURE DROP TEST PER ASTM F1417−11A: STANDARD PRACTICE FOR INSTALLATION

ACCEPTANCE OF PLASTIC NON−PRESSURE SEWER LINES USING LOW−PRESSURE AIR.

2. ALL CONDUIT TO BE TESTED MUST PASS THE TEST BEFORE PLACEMENT OF PCC ENCASEMENT. A PARTIAL SECTION BETWEEN STRUCTURES MAY BE TESTED BEFORE PCC PLACEMENT BUT SHALL BE TESTED AGAIN WHEN REMAINING

CONDUIT IN THAT STRETCH IS PLACED AND TESTED. ANY CONDUIT NOT PASSING THIS TEST SHALL BE EVALUATED, REPAIRED, AND TESTED UNTIL TEST IS PASSED.

3. UNDER NO CIRCUMSTANCES SHALL THE PVC PIPE BE PRESSURIZED OVER 9.0 PSIG.

4. PRESSURE IN PVC PIPE SHALL NOT DROP MORE THEN 0.5 PSIG IN THE ALLOTTED TIME SHOWN IN THE TABLE

BELOW.

OPTION 1 − LOW PRESSURE AIR TEST OF PVC CONDUIT

MINIMUM TIME FOR 0.5 PSIG PRESSURE DROP FOR SIZE AND LENGTH OF PIPE

NOMINAL PIPE DIA

SPECIFICATION TIME FOR LENGTH SHOWN, MIN:SEC

< 350 FT 400 FT 450 FT 500 FT

2 IN 0:57 0:57 0:57 0:57

4 IN 1:53 1:53 1:53 1:53

6 IN 2:50 2:51 3:12 3:33

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

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X X

R/W 1L−19R (WEST RUNWAY)

R/W 1R−19L (EAST RUNWAY)

AIR TRAFFIC

CONTROL TOWER

CONTRACTOR ACCESS:

MCCONNELL WEST GATE

AIRFIELD

ELECTRICAL

VAULT

CONTRACTOR

STORAGE

AREA

WORK AREA

T /W

T/W A

XX XX

S A

A D

0 600’600’ 300’

LEGEND

HAUL ROAD

WORK AREA

CONTRACTOR

STORAGE AREA

SEE G−3004.

S T

O R

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N A

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2" x3 4"

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THOMAS

MEMMINGER

062−053744

STATE OF ILLIN

IT IS THE GOVERNMENT’S INTENTION THAT ALL

PHASES IN THIS PROJECT SHALL NOT BE

EXECUTED CONCURRENTLY WITH PROJECT

PRQE 04−0078 REPAIR TAXIWAY ALPHA−NORTH

P R

Q E

−0 P

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G−3001

100% SUBMITTAL

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XX XX XX XX XX XX

XX XX XX XX

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X X

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X X

R/W 1L−19R (WEST RUNWAY)

R/W 1R−19L (EAST RUNWAY)

AIR TRAFFIC

CONTROL TOWER

AIRFIELD

ELECTRICAL

VAULT

X X

XX X

CONTRACTOR

STORAGE AREA

T /W

T/W A T/W A

T /W

EXISTING GATE

0 400’400’ 200’

W O

R K

A R

E A

P H

A S

S C

H E

D U

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H A

G N

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A B C D E F G H I

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C hk b y:

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2" x3 4"

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLIN

LEGEND

WORK AREA 1

WORK AREA 2

WORK AREA 3

WORK AREA 4

WORK AREA ID

CONTRACTOR STORAGE AREA

SEE G−3004.

TEMPORARY 7’ CHAIN LINK FENCE.

SEE SHEET E−5601.

CONTROL POINTS

PHASING SCHEDULE

PHASE WORK AREAS

ALLOWABLE

WORK HOURS

WORK AREA START

DATE

ALLOWABLE

CALENDAR

DAYS

COMMENTS

A MOBILIZATION NO RESTRICTION CONTRACT AWARD 60

ALL RUNWAYS OPEN

ALL TAXIWAYS OPEN

B 1 NO RESTRICTION NTP + 60 25

ALL RUNWAYS OPEN

TAXIWAY ALPHA (N) CLOSED

TAXIWAY C AND D CLOSED

C 2 NO RESTRICTION NTP + 85 25

ALL RUNWAYS OPEN

TAXIWAY ALPHA (S) CLOSED

TAXIWAY ECHO CLOSED

D 3 NO RESTRICTION NTP + 110 25

EAST RUNWAY CLOSED

ALL TAXIWAYS OPEN

E 4 NO RESTRICTION NTP + 135 15

WEST RUNWAY CLOSED

TAXIWAY ECHO CLOSED

GENERAL PHASING NOTES

1. CONTRACTOR SHALL COMPLETE ALL WORK ASSOCIATED WITH THIS PROJECT WITHIN

150 DAYS FROM CONTRACT AWARD.

2. CALENDAR DAYS ARE FOR EACH SPECIFIC CONSTRUCTION PHASE AND CANNOT BE

CARRIED OVER TO ANOTHER CONSTRUCTION PHASE.

3. CONTRACTOR SHALL SCHEDULE PHASE B START DATE WITH COR AND AIRFIELD

MANAGER AT LEAST 30 DAYS IN ADVANCE

4. CONTRACTOR SHALL COORDINATE ALL BARRICADE LAYOUT CHANGES AND PHASE

START/STOP WITH COR AT LEAST 3 DAYS PRIOR TO CHANGING PHASES.

5. COR WILL COORDINATE ALL AIRFIELD PAVEMENT CLOSURES WITH AIRFIELD

MANAGEMENT. ALL REQUIRED NOTICES TO AIRMEN MUST BE IN PLACE PRIOR TO

CLOSING ANY AIRFIELD PAVEMENT.

6. AIRCRAFT WILL BE OPERATING ADJACENT TO AND ABOVE WORK AREAS.

CONTRACTOR SHALL KEEP WORK SITE FREE OF DEBRIS THAT CAN BE DISLODGED BY

WIND, PROP WASH OR JET BLAST.

7. SIGNS: SWITCH OFF AND/OR COVER SIGNS OR PORTIONS OF GUIDANCE SIGNS THAT

DIRECT TRAFFIC INTO CLOSED AREAS. REMOVE COVER AND SWITCH SIGNS ON

PRIOR TO OPENING AREAS FOR AIRCRAFT TRAFFIC.

8. JACK AND BORE PITS SHALL BE 175−FT OR MORE FROM THE CENTERLINE OF

ADJACENT TAXIWAYS.

9. DURING PHASE 3 AND 4 THE CONTRACTOR SHALL CLEAR ALL PERSONAL AND

EQUIPMENT FROM WORK AREA TO MINIMUM 100 FEET FROM EDGE OF ALL PAVEMENT

FOR EMERGENCY AIRCRAFT OPERATIONS.

P R

Q E

−0 P

R E

P A

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T H

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C T

B A

N K

PRQE 05−0101P2

G−3002

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

A N

S A

N G

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S Q

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C O

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−M A

R −2

C M

−0

G −3

T M

CONTROL POINTS

POINT NORTHING EASTING ELEVATION DESCRIPTION

1 1,657,116.07 1,669,035.10 − IRON PIN IN TURF

2 1,657,704.17 1,669,155.04 − IRON PIN IN TURF

3 1,658,311.86 1,669,278.66 − IRON PIN IN TURF

4 1,659,487.95 1,669,522.01 − IRON PIN IN TURF

5 ~1,611,159* ~1,669,802* 1,333.96 CHISELED SQUARE EAST SIDE OF INLET

6 ~1,669,802* ~1,670,003* 1,343.17 CHISELED SQUARE N.W. CORNER OF VAULT

NOTES:

1. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE COMMENCING WORK.

2. COORDINATES WITH ASTERISKS ARE FOR EASE OF FIELD LOCATION ONLY − NOT FOR HORIZ. CONTROL

1. CLOSED RUNWAY MARKINGS SHALL BE YELLOW.

2. CLOSED RUNWAY MARKINGS SHALL BE PAINTED PLYWOOD OR COLORED

FABRIC, SUFFICIENTLY WEIGHTED TO PREVENT MOVEMENT BY WIND, JET

BLAST OR PROP WASH.

3. MARKERS SHALL BE PLACED OVER EXISTING RUNWAY NUMERALS.

CLOSED RUNWAY MARKER

N.T.S.

CLOSED RUNWAY MARKER NOTES

END OF

RUNWAY

NUMERAL

RUNWAY

CENTERLINE

60’

25’

10’

3.5’

LIGHTED RUNWAY CLOSED MARKER

N.T.S.

1. LIGHTED RUNWAY CLOSED MARKER SHALL MEET THE REQUIREMENTS OF FAA

ADVISORY CIRCULAR 150/5345−55A, "SPECIFICATION FOR L−893 LIGHTED VISUAL AID

TO INDICATE TEMPORARY RUNWAY CLOSURE."

2. CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN MARKER WHENEVER IN

USE.

3. MARKER SHALL BE PLACED ON THE RUNWAY CENTERLINE WITHIN 250 FEET OF

THE RUNWAY END. CONTRACTOR SHALL COORDINATE PLACEMENT WITH COR.

LIGHTED RUNWAY CLOSED MARKER NOTES

FRONT ELEVATION

ISOMETRIC

SIDE ELEVATION

BEAM BARRICADE NOTES

1. BARRICADE SHALL BE ATTACHED TO THE PAVEMENT

WITH A METAL STRAP AND LAG SCREWS TO

WITHSTAND DISPLACEMENT BY 100 MPH JET BLAST.

VOIDS LEFT BY LAG SCREWS SHALL BE EPOXIED

FLUSH, TO THE SATISFACTION OF THE COR.

2. BARRICADE MUST BE OF LOW MASS AND EASILY

COLLAPSIBLE UPON CONTACT WITH AN AIRCRAFT OR

ANY OF ITS COMPONENTS.

3. ALLOW A SPACE 12−FT BETWEEN BARRICADES TO

ALLOW FIRE TRUCK ACCESS.

N.T.S.

BEAM BARRICADE DETAILS

6’ (MAX.)

STEADY BURN RED OMNI−

DIRECTIONAL LIGHT

(SEE DETAIL THIS SHEET)

LOW PROFILE BARRICADE,

AS APPROVED BY CO

(MAX.)

9" (MAX.)

(M A

6’

BATTERY

TOP OF BEAM BARRICADE

N.T.S.

OMNI DIRECTIONAL LIGHT DETAIL

LIGHT SHALL BE CLAMPED TO BEAM

BARRICADE INSTALLATION PIN

CONTRACTOR SHALL FURNISH AND MOUNT

TWO STEADY BURN OMNI DIRECTIONAL RED

HIGH INTENSITY LIGHTS PER BARRICADE.

M A

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C hk b y:

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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

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P lo t B y:

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A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

P R

Q E

−0 P

R E

P A

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

G−3003

100% SUBMITTAL

M C

C O

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L A

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C C C C C

C C

1110+00 1115+00 1120+00 1125+00

X X X X X X X

X X

XXXXXX

T/W A

200’ MIN

P R

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−0 P

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P A

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PRQE 05−0101P2

G−3004

100% SUBMITTAL

M C

C 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

T P

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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

N A

P P

R O

V E

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

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Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

C O

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P lo t S ca le

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VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLIN

LEGEND

CONTRACTOR FIELD OFFICE &

STORAGE AREA SITE

TEMPORARY CONSTRUCTION ENTRANCE.

SEE DETAIL THIS SHEET.

TEMPORARY 7’ FENCE W/ 3−STRAND

BARBED WIRE

EXISTING FENCE

BASE PROPERTY LINE

TEMPORARY CONTRACTOR GATE

(24’ MIN.)

1. THE CONTRACTOR SHALL DEVELOP A SITE PLAN FOR THE INDICATED AREA SHOWING FIELD

OFFICES, PARKING AREAS, BATCH PLANT, STOCKPILES, STORAGE AREAS, UTILITY CONNECTIONS, ETC. CONTRACTOR SHALL SUBMIT SITE PLAN FOR COR APPROVAL WITHIN 30 DAYS AFTER

NOTICE TO PROCEED.

2. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE MAINTAINED AND RESTORED IN KIND BY

THE CONTRACTOR TO THE SATISFACTION OF THE COR. NO ADDITIONAL COMPENSATION SHALL

BE MADE TO THE CONTRACTOR FOR THIS WORK.

3. THE CONTRACTOR’S FIELD OFFICE SITE DOES NOT CONTAIN WATER, ELECTRICITY, OR

TELEPHONE UTILITIES CONNECTIONS. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR

TEMPORARY UTILITIES THROUGH LOCAL SUPPLIERS.

4. THE CONTRACTOR SHALL PROVIDE A TEMPORARY OFFICE TRAILER FOR USE BY THE COR FOR

THE ENTIRE DURATION OF THE CONSTRUCTION CONTRACT. TRAILER SHALL BE MINIMUM 500

SQUARE FEET, SEPARATE FROM CONTRACTOR OFFICES AND INSTALLED AT FIELD OFFICE SITE.

OFFICE SHALL BE HEATED, COOLED, WELL−LIT AND HAVE TOILET FACILITIES. CONTRACTOR

SHALL PROVIDE ALL UTILITIES, INCLUDING ELECTRIC, TELEPHONE AND HIGH SPEED INTERNET

(DSL OR EQUIV.). PROVIDE A MINIMUM 4’ X 8’ PLAN TABLE, 3 DESKS, 3 CHAIRS, 3 FILING CABINETS

AND 3 TELEPHONES. PROVIDE A MAIL SLOT IN DOOR OR LOCKABLE MAILBOX ATTACHED TO

DOOR.

5. CONTRACTOR PERSONNEL VEHICLES SHALL PARK AT FIELD OFFICE SITE. PERSONAL VEHICLES

SHALL NOT BE ALLOWED ON THE AIRFIELD.

6. CONTRACTOR SHALL INSTALL DRAINAGE PIPES AS NECESSARY IN THE STORAGE AREA

INCLUDING THE ACCESS ROAD TO THE SITE IN ORDER TO PROVIDE FREE DRAINAGE OF THE SITE.

7. CONTRACTOR SHALL COMPLETELY RESTORE SITE TO THE ORIGINAL CONDITION AND

SATISFACTION OF THE COR.

1,250’ QUANTITY−DISTANCE (QD) ARC

WEAPONS BLAST RADIUS − NO

SEMI−PERMANENT BATCH PLANT

INSTALLATION INSIDE THIS RADIUS

COORDINATE LOCATIONS

POINT # NORTHING EASTING

01 1657885.83 1669537.70

02 1658983.12 1669765.23

03 1658882.66 1670249.69

04 1658633.44 1670205.29

05 1658156.86 1669858.09

06 1657833.49 1669789.61

FENCE SHOWN OFFSET FOR

CLARITY. INSTALL FENCE AT

LIMITS OF HATCH LIMITS.

CONTRACTOR SHALL COORDINATE

EXISTING GATE OPENING AND

CLOSING WITH COR

X X

XXXXXXX

X X

X X X X X X X

X X

XXXXXX

XXX

X X

XXXX

X X

X X X X

X X

X X X X

CONTRACTOR ENTRY

CONTROL POINT

ACCESS ROUTE TO

WORK AREA 1

X X

XX XX

X X

R/W 1R−19L (EAST RUNWAY)

R/W 1L−19R (WEST RUNWAY)

FOXTROT RAMP

T A

A Y

E C

H O

TAXIWAY ALPHATAXIWAY

ALPHA

T A

A Y

D E

L T A

T A

A Y

C H

A R

175’

MIN.

ECHO RAMP

P H

A S

P L

A N

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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P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

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

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Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

C O

N S

E N

E E

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C R

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P H

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A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

NOTES

1. SEE G−3002 FOR SCHEDULE AND WORK HOUR RESTRICTIONS.

2. CONSTRUCTION VEHICLES CROSSING ACTIVE TAXIWAYS SHALL

BE CONTROLLED BY THE CONTRACTOR’S FLAGGER.

3. CONTRACTOR SHALL USE VACUUM SWEEPER TO KEEP TAXIWAY

CROSSINGS CLEAR OF FOD AT ALL TIMES.

LEGEND

CONTRACTOR WORK AREA

CONTRACTOR STORAGE AREA

SEE G−3004.

WORK AREA ID

AIRCRAFT MOVEMENTS

CONTRACTOR ACCESS ROUTE

FLAGGER

CONTRACTOR ENTRY CONTROL POINT (ECP)

BEAM BARRICADES (10’ CENTERS)

SEE G−3003.

0 300’300’ 150’

P R

Q E

−0 P

R E

P A

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

G−3005

100% SUBMITTAL

M C

C O

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L A

F B

A N

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D R

O N

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C O

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C M

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X X

XXXXXXX

X X

XXXX

X X

X X X X X X X X X X X X X X X X X

X X

X X X X X X X

X X

XXXXXX

X X

XXXX

X X

X X X X X

X X

X X X X

X X

XX XX

X X

CONTRACTOR ENTRY

CONTROL POINT

ACCESS ROUTE TO

WORK AREA 2

R/W 1R−19L (EAST RUNWAY)

R/W 1L−19R (WEST RUNWAY)

T A

A Y

E C

H O

FOXTROT RAMP

TAXIWAY ALPHA

T A

A Y

D E

L T A

T A

A Y

C H

A R

P H

A S

N C

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

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

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 O

N S

E N

E E

R S

C R

A W

F O

R D

U R

P H

, I

N C

A S

N S

E T

S P

G F

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

co m

D A

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YT C

BILI MO

I A

R D

P lo t B y:

−M a r−

A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

NOTES

1. SEE G−3002 FOR SCHEDULE AND WORK HOUR RESTRICTIONS.

2. CONTRACTOR SHALL USE VACUUM SWEEPER TO KEEP TAXIWAY

CROSSINGS CLEAR OF FOD AT ALL TIMES.

LEGEND

CONTRACTOR WORK AREA

CONTRACTOR STORAGE AREA

SEE G−3004.

WORK AREA ID

AIRCRAFT MOVEMENTS

CONTRACTOR ACCESS ROUTE

FLAGGER

CONTRACTOR ENTRY CONTROL POINT (ECP)

BEAM BARRICADES (10’ CENTERS)

SEE G−3003.

P R

Q E

−0 P

R E

P A

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

G−3006

100% SUBMITTAL

M C

C O

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L A

F B

A N

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S Q

U A

D R

O N

M O

C O

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X X

XXXX

X X

X X X X X X X X X X X X X X X X

X X

X X X X X X X

X X

XXXXXX

XXXX

X X

X X X X X

X X

X X X X

CONTRACTOR ENTRY

CONTROL POINT

X X

XX XX

X X

210’

R/W 1R−19L (EAST RUNWAY)

R/W 1L−19R (WEST RUNWAY)

T A

A Y

E C

H O

210’

FOXTROT RAMP

TAXIWAY ALPHA

T A

A Y

D E

L T A

210’

ACCESS ROUTE TO

WORK AREA 3

BARRICADES AND CLOSED RUNWAY

MARKERS SHALL BE MIRRORED ON

END OF RUNWAY 19L

TAXIWAY ALPHA

P H

A S

N D

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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P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

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Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

C O

N S

E N

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C R

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F O

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U R

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E T

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−M a r−

A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

NOTES

1. SEE G−3002 FOR SCHEDULE AND WORK HOUR RESTRICTIONS.

2. SEE DETAIL ON G−3003 FOR CLOSED RUNWAY MARKER ON

RUNWAY 1R−19L (EAST RUNWAY).

LEGEND

CONTRACTOR WORK AREA

CONTRACTOR STORAGE AREA

SEE G−3004.

WORK AREA ID

LIGHTED CLOSED RUNWAY MARKER

CLOSED RUNWAY MARKER

AIRCRAFT MOVEMENTS

CONTRACTOR ACCESS ROUTE

CONTRACTOR ENTRY CONTROL POINT (ECP)

BEAM BARRICADES (10’ CENTERS)

SEE G−3003.

P R

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PRQE 05−0101P2

G−3007

100% SUBMITTAL

M C

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−M A

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C M

−0

G −3

X X

XXXXXXX

X X

XXXX

X X

X X X X X X X X X X X X X X X X X

X X

X X X X X X X

X X

XXXXXX

XXXX

X X

X X X X X

X X

X X X X

X X

XX XX

X X

CONTRACTOR ENTRY

CONTROL POINT

ACCESS ROUTE TO

WORK AREA 4

R/W 1R−19L (EAST RUNWAY)

R/W 1L−19R (WEST RUNWAY)

T A

A Y

E C

H O

FOXTROT RAMP

TAXIWAY ALPHA

T A

A Y

D E

L T A

210’

CLOSED RUNWAY MARKERS

SHALL BE MIRRORED ON

END OF RUNWAY 19R

TAXIWAY ALPHA

P H

A S

N E

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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R O

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

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A t

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 O

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E N

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C R

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co m

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BILI MO

I A

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P lo t B y:

−M a r−

A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

NOTES

1. SEE G−3002 FOR SCHEDULE AND WORK HOUR RESTRICTIONS.

2. SEE DETAIL ON G−3003 FOR CLOSED RUNWAY MARKER ON

RUNWAY 1L−19R (WEST RUNWAY).

LEGEND

CONTRACTOR WORK AREA

CONTRACTOR STORAGE AREA

SEE G−3004.

WORK AREA ID

LIGHTED CLOSED RUNWAY MARKER

CLOSED RUNWAY MARKER

AIRCRAFT MOVEMENTS

CONTRACTOR ACCESS ROUTE

CONTRACTOR ENTRY CONTROL POINT (ECP)

BEAM BARRICADES (10’ CENTERS)

SEE G−3003.

P R

Q E

−0 P

R E

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PRQE 05−0101P2

G−3008

100% SUBMITTAL

M C

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C E

−M A

R −2

C M

−0

G −3

X X

XXXX

XXX

X X

HH823

HH822

HH821 HH820

HH819

HH818

HH817

HH816

HH815 HH814 HH813 HH812 HH811

HH810

HH809

HH808

HH807

HH806

HH805

HH804

HH803

HH801

ELECTRICAL VAULT

HH802

N E

W D

U C

T B

A N

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A B C D E F G H I

D e s ig n by

D w n b y:

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P ro je c t D at e:

C hk b y:

D E

S C

N A

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F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

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E R

Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

C O

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E N

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C R

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F O

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U R

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

co m

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BILI MO

I A

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P lo t B y:

−M a r−

A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

KEYMAP

E −1103 E −1104 E −1105 E −1106 E −1107 E −1108 E −1109

E −1102

E −1101

THIS SHEET1. FOR EXACT LOCATION OF HANDHOLES, SEE SHEET E−6101.

2. FOR NEW CABLE IN DUCT BANKS, SEE CIRCUIT ROUTING TABLES ON SHEETS

E−6201 THRU E−6202.

3. APPROXIMATE EXISTING COMMUNICATION LINE. CONTRACTOR TO FIELD LOCATE

AND VERIFY LOCATION OF UTILITIES, AS DISCUSSED IN SECTION 01 10 00. SEE

MANHOLE, HANDHOLE AND DUCT LOCATION SHEETS FOR ADDITIONAL

LOCATIONS OF EXISTING COMMUNICATIONS LINES.

NOTES

FOR LEGEND

SEE SHEET E-1002

P R

Q E

−0 P

R E

P A

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−1001

100% SUBMITTAL

M C

C O

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L A

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A N

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M O

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C E

−M A

R −2

C M

−0

E −1

1. WIRE ALL CIRCUITS FROM EXISTING MANHOLE MH901 TO THE END POINTS INDICATED IN THE CIRCUIT

ROUTING TABLES, E−6201 AND E−6202.

2. ALL SPLICES OF FAA L−824 TYPE CABLE WILL BE MADE WITH L−823 TYPE CONNECTORS. SEE E−5001 FOR

DETAIL.

3. SPLICE CIRCUITS ONLY AT TMH−1 AND AT THE EXISTING CIRCUIT TIE−IN POINT. OTHER SPLICES ARE TO BE KEPT TO A MINIMUM AND REQUIRE THE APPROVAL OF THE COR. ALL SPLICES ARE REQUIRED TO BE MADE

IN MANHOLES, HANDHOLES OR EQUIPMENT CABINETS.

4. FIELD VERIFY THE AVAILABILITY OF EXISTING CIRCUITS WHERE ROUTING TABLES INDICATE THE TIE−IN POINT. IF CIRCUIT IS NOT AVAILABLE, TIE−IN THE NEW HOME RUN AT THE NEAREST POINT IN THE EXISTING CIRCUIT. IF TIE−IN TO THE NEW HOME RUN IS MADE AT A POINT OTHER THAN WHERE THE EXISTING HOME

RUN WAS TIED IN, THE CONTRACTOR SHALL LOCATE THE EXISTING HOME RUN TIE−IN AND REMOVE IT, SPLICING THE EXISTING CIRCUIT TO FORM A SINGLE, CONTINUOUS, OPERATING CIRCUIT.

5. REMOVE ALL EXISTING HOME RUN WIRING FROM EXISTING DUCT BANK AFTER NEW WIRING HAS BEEN

INSTALLED, TESTED AND PLACED IN SERVICE. FOR ANY SINGLE EXISTING CONDUIT CONTAINING MULTIPLE CIRCUITS, REMOVE EXISTING CABLES ONLY AFTER ALL CIRCUITS IN THAT CONDUIT HAVE BEEN REPLACED

AND PLACED IN SERVICE. THIS AVOIDS DAMAGING CIRCUITS STILL IN SERVICE.

6. OUTAGES FOR CIRCUITS SHALL BE LIMITED TO LESS THAN 24 HOURS.

7. ALL CIRCUIT OUTAGES WILL BE COORDINATED 7 DAYS IN ADVANCE WITH COR.

8. INSTALLATION OF CABLE MAY REQUIRE CLOSING OF NEARBY RUNWAYS OR TAXIWAYS. SEE G−2001 AND

G−3002 TO DETERMINE PAVEMENT CLOSURE REQUIREMENTS AND PROCEDURES.

9. DISCONNECTING EXISTING HOMERUN SPLICES AND CONNECTING NEW HOMERUN SPLICES SHALL BE COORDINATED WITH THE COR. SUBMIT DATES OF OUTAGES TO COR FOR APPROVAL 30 DAYS IN ADVANCE

OF WORK.

10. SEE E−5303, DETAIL 1 FOR CONNECTING NEW DUCT TO EXISTING MANHOLE.

11. FIELD LOCATE AND VERIFY LOCATION OF EXISTING DUCT BANK AND ASSOCIATED MANHOLES.

12. ALL NEW AIRFIELD AND APPROACH LIGHTING CIRCUITS SHALL BE SPLICED TO EXISTING CIRCUITS INSIDE

EXISTING MANHOLE TMH1.

13. SEE E−6101 THRU E−6104 FOR NEW HANDHOLE COORDINATES AND FOLDOUTS.

14. ALL HANDHOLE DRAIN PIPES SHALL BE CONNECTED TO 4" PVC DRAIN PIPE.

15. DRAIN PIPE IS SHOWN OFFSET FROM DUCT BANK TRENCH FOR CLARITY. DRAIN PIPE MAY BE PLACED IN

SAME TRENCH AND UNDERNEATH DUCT BANK. DRAIN PIPE TRENCH SHALL BE BACKFILLED WITH SOIL OR

AGGREGATE PRIOR TO CONCRETE ENCASEMENT OF OVERLYING DUCT BANK.

16. MINIMUM SLOPE FOR DRAIN PIPE IS 0.15%.

NOTES

L D

D U

A N

N O

A N

D L

E G

E N

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

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

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 O

N S

E N

E E

R S

C R

A W

F O

R D

U R

P H

, I

N C

A S

N S

E T

S P

G F

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

co m

D A

T E

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BILI MO

I A

R D

P lo t B y:

−M a r−

A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

ELECTRICAL LEGEND

EXISTING HANDHOLE

NEW HANDHOLE

NEW MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING MANHOLE

EXISTING TAXIWAY EDGE LIGHT

AIRFIELD PERIMETER FENCE

EXISTING COMMUNICATION LINE

NEW ELECTRICAL DRAIN LINE HEADWALL

NEW JACK AND BORE AND NUMBER OF CONDUITS

BITUMINOUS REMOVAL AND REPLACEMENT

EXISTING DUCTBANK

NEW DUCTBANK W/ NUMBER OF CONDUITS. IF NO NUMBER

SPECIFIED ONLY ONE CONDUIT IS ASSUMED.

ALL CONDUITS AND DUCTBANK PCC ENCASED. SEE E−5302.

CIRCUIT ID, # OF CIRCUIT CONDUCTORS (INCLUDE A #6 GND IN

EVERY CONDUIT CONTAINING CIRCUIT CONDUCTORS)

EXISTING COMM (FIRE SYSTEM)

EXISTING WATER MAIN

EXISTING STORM SEWER

EXISTING GUIDANCE SIGN

WRA 1

HXXX

MHXX

W W

FES−02

ELECTRICAL GENERAL NOTES

1. THE CONTRACTOR IS ADVISED THAT THE INFORMATION SHOWN ON THE PLANS REGARDING THE TYPE AND LOCATION OF

UNDERGROUND UTILITIES HAS BEEN OBTAINED FROM AVAILABLE SURVEYS AND RECORDS AND IS NOT GUARANTEED TO BE ACCURATE AND ALL INCLUSIVE. THE CONTRACTOR SHALL SCAN THE CONSTRUCTION SITE WITH ELECTROMAGNETIC AND/OR SONIC EQUIPMENT AND MARK THE SURFACE OF THE GROUND WHERE EXISTING UNDERGROUND CONDUITS AND CABLES ARE DISCOVERED.

THE CONTRACTOR SHALL NOT BE PERMITTED TO BEGIN EXCAVATION UNTIL ALL EXISTING UNDERGROUND UTILITIES IN THE WORK

SITE AREA ARE IDENTIFIED AND VERIFIED. NO SEPARATE PAYMENT WILL BE MADE FOR VERIFICATION WORK. DAMAGE TO EXISTING FACILITIES, STRUCTURES AND UTILITIES CAUSED BY THE CONTRACTOR’S OPERATIONS SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE AIR FORCE AND TO THE SATISFACTION OF THE COR. CONTRACTOR SHALL NOTIFY

THE COR WITHIN 30 MINUTES OF WHEN DAMAGE OCCURS AND REPAIRS SHALL BE MADE WITHIN 12 HOURS. CONTRACTOR SHALL CONTACT PUBLIC AND BASE UTILITIES WORK CENTER FOR ASSISTANCE IN LOCATING UNDERGROUND CONDUITS AND/OR CABLES.

2. AT THE END OF EACH WORK PERIOD, CONTRACTOR SHALL PROVIDE METAL PLATES OR BACKFILL ALL OPEN EXCAVATIONS. NO OPEN EXCAVATIONS SHALL BE LEFT UNCOVERED AT THE END OF A WORK SHIFT WITHOUT COR APPROVAL.

3. EXISTING HANDHOLE OR MANHOLE SHOWN AT APPROXIMATE LOCATION. EXISTING HANDHOLES AND MANHOLES MAY BE FILLED WITH WATER. PRIOR TO ANY WORK ACTIVITY IN HANDHOLES OR MANHOLES, EXISTING CIRCUITS SHALL BE DE−ENERGIZED AND EACH HANDHOLE OR MANHOLE SHALL BE DEWATERED (PUMPED DRY). CONTRACTOR SHALL DETERMINE IF THE WATER IS CONTAMINATED, AND IF SO SHALL IMMEDIATELY NOTIFY THE COR FOR ACTIONS TO BE TAKEN. ARRANGE EXISTING CONDUCTORS AS REQUIRED SO

THAT WIRING CONFORMS TO DRAWING DETAILS AND APPLICABLE SPECIFICATIONS.

4. UNLESS OTHERWISE NOTED, FURNISH ALL MATERIAL AND EQUIPMENT REQUIRED FOR CONTRACT COMPLETION. ALL EQUIPMENT

AND MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE FACTORY TESTED WITH TEST RESULTS SUBMITTED TO THE COR FOR APPROVAL. PRIOR TO THE INSTALLATION OF ANY ELECTRICAL EQUIPMENT, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR

APPROVAL.

5. CONTRACTOR SHALL DELIVER TO THE AIR FORCE ALL EXISTING LED FIXTURES. CERTAIN SIGN PANELS, AS DIRECTED BY COR OR

AIRFIELD MANAGEMENT, SHALL BE TURNED OVER TO COR OR COR REPRESENTATIVE IN THE SAME CONDITION PRESENT PRIOR TO REMOVAL OF PANELS FROM SIGN. ALL OTHER ITEMS SHALL BE REMOVED AND DISPOSED OFF AIR FORCE PROPERTY, IN COMPLIANCE

WITH LOCAL, STATE AND FEDERAL REGULATIONS.

6. LIGHTING CIRCUIT AND ASSOCIATED HOME RUN CONDUCTORS SHALL BE MARKED AND IDENTIFIED AT ALL POINTS ACCESSIBLE TO THESE CIRCUITS. LOCATIONS WHERE THIS IS NECESSARY ARE MANHOLES, HANDHOLES, ENTRANCES INTO DUCTS. 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 SHOULD NOT DAMAGE OR BE TORN FROM THE CABLE.

7. IN THE EVENT ANY UNPROTECTED DIRECT BURIED CONDUCTOR (POWER, COMMUNICATION, FIBER OPTIC, ETC.) IS ENCOUNTERED AND VERIFIED AS NOT ABANDONED IN PLACE, THE EXPOSED PORTION SHALL BE PLACED IN A SPLIT DUCT CONDUIT (SPECIFICALLY

DESIGNED FOR POWER AND COMMUNICATION APPLICATIONS) SIZED APPROPRIATELY AND ENCASED IN CONCRETE THROUGHOUT

THE AREA OF CONSTRUCTION.

8. IN THE PRESENCE OF THE CONTRACTING OFFICER, PERFORM A SURVEY OF EXISTING EDGE LIGHTS, AND SIGNS TO DETERMINE AND LOG THE LOCATION OF ANY NON−FUNCTIONAL OR DAMAGED UNITS PRIOR TO REMOVAL OR ALTERATION. PROVIDE A DETAILED

REPORT OF FINDINGS TO THE COR WITHIN SEVEN DAYS OF COMPLETING THE SURVEY.

9. BEFORE PERFORMING ANY WORK TO THE AIRFIELD LIGHTING CIRCUITS, COORDINATE WITH THE BASE ELECTRICAL SHOP TO LOCK−OUT/TAG−OUT ALL IMPACTED CIRCUITS AT THE AIRFIELD LIGHTING VAULT. PERFORM LOCK−OUT/TAG−OUT PROCEDURES IN

ACCORDANCE WITH THE BASE REQUIREMENTS.

10. BEFORE AND AT THE END OF CONSTRUCTION, MEGGER ® ALL EXISTING CIRCUITS AFFECTED BY THIS PROJECT USING 1000 V MEGGER AND PROVIDE THE RESULTS TO THE CONTRACTING OFFICER WITHIN 7 DAYS. ANY READINGS TAKEN AT THE END OF CONSTRUCTION

THAT ARE BELOW THE INITIAL READINGS WILL REQUIRE THE CONTRACTOR TO LOCATE AND IDENTIFY THE FAULT(S). ANY FAULT SHOWN TO OCCUR DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.

1. INSTALL #4 AWG, BARE SOLID COPPER COUNTERPOISE CABLE ALONG THE ENTIRE LENGTH OF ALL PRIMARY SERIES CIRCUITS SUPPLYING POWER TO AIRFIELD LIGHTING EQUIPMENT. BOND COUNTERPOISE CABLE, BY ONE SHOT EXOTHERMIC

WELDING, TO MINIMUM 10 FOOT LONG, 3/4 INCH DIAMETER, COPPER CLAD GROUND ELECTRODES TO BE INSTALLED AT 1000 FOOT INTERVALS ALONG THE RUNWAY OR TAXIWAY EDGE. DRIVE GROUND ELECTRODES TO A MINIMUM 12 INCHES BELOW FINISHED

GRADE, TO THE TOP OF THE ROD.

DO NOT BOND THE COUNTERPOISE CABLE TO LIGHT BASES, HANDHOLES, OR MANHOLES NOR INTERCONNECT WITH THE

EQUIPMENT GROUNDING SYSTEM. ROUTE COUNTERPOISE CABLE AROUND EACH LIGHT BASE, HANDHOLE, OR MANHOLE 2 1

2 −FT

FROM THE EDGE OF FULL STRENGTH PAVEMENT.

LOCATE COUNTERPOISE CABLE ALONG RUNWAYS OR TAXIWAYS, HALF THE DISTANCE FROM THE FULL STRENGTH PAVEMENT EDGE TO THE DUCT BANK IT IS TO PROTECT AND HALF THE DEPTH ABOVE THE DUCT BANK CONCRETE ENVELOPE.

ONLY ONE COUNTERPOISE CABLE IS REQUIRED FOR EACH DUCT BANK. CONNECT ALL INDIVIDUAL COUNTERPOISE CABLES FROM

BRANCH DUCTS TO A SINGLE COUNTERPOISE CABLE FOR A MULTI−DUCT BANK.

COUNTERPOISE GROUND RODS SHALL BE 500−FT OUT OF SYNC WITH BASE CAN GROUND RODS.

2. INSTALL #6 AWG THWN COPPER, GREEN INSULATED WIRES IDENTIFIED AS EQUIPMENT GROUND

CONDUCTORS, IN DUCTS WITH ALL PRIMARY CIRCUIT CABLES AND TERMINATE ON GROUND LUGS INSIDE EACH LIGHT BASE EQUIPMENT GROUND CONDUCTORS ARE TO BE BONDED ONLY AT THE ELECTRICAL VAULT GROUND BUS AND LIGHT BASES. IN ADDITION, INSTALL LIGHT BASE GROUND RODS AT INTERVALS AS SHOWN IN LAYOUT PLANS E−1101 THRU E−1109. EQUIPMENT

GROUND ELECTRODES ARE TO BE SEPARATE FROM THOSE USED FOR THE COUNTERPOISE SYSTEM. DO NOT INTERCONNECT THE

EQUIPMENT GROUND SYSTEM AND THE COUNTERPOISE SYSTEM.

3. LIGHT BASES FOR ALL EDGE LIGHTS SHALL BE FAA L−868, LOAD BEARING TYPE. ALL SEMIFLUSH LIGHT FIXTURES AND ELEVATED LIGHT FIXTURE BASE PLATES SHALL BE COMPATIBLE WITH THE L−868 LIGHT BASES.

4. ALL AIRFIELD LIGHTING POWER CABLES SHALL BE 5 KV, #6 AWG, FAA TYPE L−824C.

5. CIRCUITS FOR AIRFIELD AREAS THAT ARE NOT UNDER CONSTRUCTION OR CLOSED MUST

REMAIN OPERATIONAL. MAINTAINING CIRCUIT OPERATION MAY REQUIRE JUMPER WIRES AROUND IMPACTED AREAS. JUMPER WIRES MUST BE 5KV, #6, L−824 CABLES AND MUST BE PROTECTED FROM DAMAGE. ARRANGEMENTS FOR PROTECTING JUMPER WIRES MUST BE APPROVED BY THE COR. AT THE MINIMUM, JUMPER WIRES INSTALLED AT OR ABOVE GRADE MUST BE INSTALLED IN GALVANIZED

RIGID STEEL CONDUIT. CONDUIT MUST BE IMMOBILIZED TO THE COR’S SATISFACTION.

ELECTRICAL EQUIPMENT NOTES

P R

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E−1002

100% SUBMITTAL

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−M A

R −2

C M

−0

E −1

88+00 89+00 90+00 91+00 92+00 93+00 94+00

R/W 1R−19L (OVERRUN)

T /W

HH822

HH823

FES01

SWAB 2

BITUMINOUS PAVEMENT

REMOVAL AND REPLACEMENT

R/W 1L−19R

(WEST RUNWAY)

EXISTING SFL CONTROL

STRUCTURE

C C C C C

C C

C C C C

C C

C C C C C C C C

C C

C C C

SWAC 2

SWAD 2

SWSP 2

SWSC 1

SWAA 2

SWAB 2

SWAC 2

SWAD 2

SWST 3

SWSM 1

SWAA 2

SWSB 3

DRAIN SHOWN OFFSET

FOR CLARIFICATION

MH7

0 50’50’ 25’

D U

C T

B A

N K

L A

Y O

U T

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

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

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 O

N S

E N

E E

R S

C R

A W

F O

R D

U R

P H

, I

N C

A S

N S

E T

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G F

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

co m

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BILI MO

I A

R D

P lo t B y:

−M a r−

A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

KEYMAP

E −1103 E −1104 E −1105 E −1106 E −1107 E −1108 E −1109

E −1102

E −1101

FOR LEGEND AND NOTES

SEE SHEET E−1002

MATCHLINE SEE E−1102

P R

Q E

−0 P

R E

P A

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T H

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B A

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PRQE 05−0101P2

E−1101

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

A N

S A

N G

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S Q

U A

D R

O N

M O

C O

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N T

O F

T H

E A

O R

C E

−M A

R −2

C M

−0

E −1

T M

THIS SHEET

CONNECT NEW DUCT TO EXISTING HANDHOLE/MANHOLE AT

EACH LOCATION. CONNECT IN ACCORDANCE WITH

DETAIL 1, E−5303.

KEYNOTES

88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00

R/W 1R−19L (OVERRUN)

HH818

HH819HH820

HH821

FES02

DC06

DRAIN SHOWN OFFSET

FOR CLARIFICATION

’ T O

E A

S T

R /W

C E

N T

E R

SEAA 2

SWAA 2

SWAB 2

SWAC 2

SWAD 2

SWSP 2

SWSC 1

SESP 2

SESC 1

SEAB 2

MH2 C

C C

MH3

0 50’50’ 25’

M A

T C

H L

S T

A S

E E

E −1

D U

C T

B A

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L A

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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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P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

R O

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A t

F u ll S iz e

S h e et

2" x3 4"

P R

O J E

C T

N U

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Sheet of

Dwg. No.

C o p y rig h t

C M

T In c.

C O

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E N

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C R

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F O

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BILI MO

I A

R D

P lo t B y:

−M a r−

A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

KEYMAP

E −1103 E −1104 E −1105 E −1106 E −1107 E −1108 E −1109

E −1102

E −1101

FOR LEGEND AND NOTES

SEE SHEET E−1002

SEE E−1101

P R

Q E

−0 P

R E

P A

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−1102

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

A N

S A

N G

E R

S Q

U A

D R

O N

M O

C O

M M

A N

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

−M A

R −2

C M

−0

E −1

T M

THIS SHEETCONNECT NEW DUCT TO EXISTING HANDHOLE/MANHOLE AT

EACH LOCATION. CONNECT IN ACCORDANCE WITH

DETAIL 1, E−5303.

KEYNOTES

1100+00 1101+00 1102+00 1103+00 1104+00 1105+00 1106+00 1107+00 1108+00 1109+00 1110+00 1111+00

T /W

HH816HH817

JB JB JB

DC05

210’

6W−4" PVC, 3 SPARES

M A

T C

H L

S T

E E

E −1

M A

T C

H L

S T

S E

E E

−1

D U

C T

B A

N K

L A

Y O

U T

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

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

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 O

N S

E N

E E

R S

C R

A W

F O

R D

U R

P H

, I

N C

A S

N S

E T

S P

G F

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

co m

D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

−M a r−

A nd re w

G u rs ki

P lo t S ca le

R E

VOL. 1 of 1

A p p ro ve d:

THOMAS

MEMMINGER

062−053744

STATE OF ILLINO

KEYMAP

E −1103 E −1104 E −1105 E −1106 E −1107 E −1108 E −1109

E −1102

E −1101

P R

Q E

−0 P

R E

P A

O U

T H

D U

C T

B A

N K

PRQE 05−0101P2

E−1103

100% SUBMITTAL

M C

C O

N N

E L

L A

F B

A N

S A

N G

E R

S Q

U A

D R

O N

M O

C O

M M

A N

D E

P A

R T

M E

N T

O F

T H

E A

O R

C E

−M A

R −2

C M

−0

E −1

T M

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

A THIS SHEET

0 50’50’ 25’

1112+00 1113+00 1114+00 1115+00 1116+00 1117+00 1118+00 1119+00 1120+00 1121+00 1122+00 1123+00

T/W A

HH813

HH814HH815

DRAIN SHOWN OFFSET

FOR CLARIFICATION

BITUMINOUS PAVEMENT

REMOVAL AND REPLACEMENT

SWAA 2

SWAB 2

SWAC 2

SWAD 2

SWSP 2

SWSC 1

SEAA 2

SEAB 2

SESP 2

SESC 1

4W−4" PVC, 2 SPARES

(FROM AS BUILTS)

M A

T C

H L

S T

E E

E −1

M A

T C

H L

S T

E E

E −1

D U

C T

B A

N K

L A

Y O

U T

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

P lo t D at e:

P ro je c t D at e:

C hk b y:

D E

S C

N A

P P

R O

V E

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 O

N S

E N

E E

R S

C R

A W

F O

R D

U R

P H

, I

N C

A S

N S

E T

S P

G F

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

co m

D A

T E

YT C

BILI MO

I A

R D

P lo t B y:

−M a r−

A nd…

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