volume 4 - emas index of drawings - connecticut · designer/drafter: checked by: project title:...

DESIGNER/DRAFTER:

CHECKED BY:

PROJECT TITLE: TOWN:

DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.

DEPARTMENT OF TRANSPORTATION

STATE OF CONNECTICUT

Plotted:2/7/2013

BLOCK:

SIGNATURE/

...\Sheets\V4-cover.dgn

T

UCITCENNO

C

NO

IT

AT

RO

PS

NART FO

T

NE

MT

RA

PE

D

STRATFORD15-336

IGOR I. SIKORSKY MEMORIAL AIRPORT

RUNWAY SAFETY AREA PROJECT

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

ROCKY HILL, CT 06067

500 ENTERPRISE DRIVE

URS CORPORATION AES

DESIGNED BY:

VOLUME 4 - EMAS

TYPICAL SECTIONS 1

TYPICAL SECTIONS 2

EMAS GEOMETRY PLAN

EMAS DETAILS 1

EMAS DETAILS 2

EMAS DETAILS 3

EROSION AND SEDIMENT CONTROL DETAILS

PAVEMENT MARKING DETAILS

GRADING AND DRAINAGE PLAN

EROSION AND SEDIMENT CONTROL PLAN

PAVEMENT MARKING PLAN

04.001INDEX OF DRAWINGS

VOLUME 4 - EMAS

EMAS INDEX OF DRAWINGS

K. MCCUTCHAN

G. D’AMICO

FINAL PLANS FOR REVIEW #2FOR REVIEW ONLY - NOT FOR CONSTRUCTION

IND-4.01

IND-4.01

GENERAL LAYOUT PLANGLP-4.01

GEN-4.01 GENERAL NOTES

TYP-4.01

TYP-4.02

MDS-4.01

MDS-4.02

MDS-4.03

MDS-4.04

MDS-4.05

APT-4.01

DRG-4.01

SED-4.01

PVT-4.01

XSC-4.01 RUNWAY 6-24 CROSS SECTIONS 1

XSC-4.02 RUNWAY 6-24 CROSS SECTIONS 2

GPN-4.01 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS

GPN-4.02 ELECTRICAL LEGENDS

ELE-4.01

DET-4.01 ELECTRICAL DETAILS

DMO-4.01 ELECTRICAL DEMOLITION PLAN

ELECTRICAL SITE PLAN

X

Conc. Pits

GSCA GSCA GSCA

GSCA

GSCA

GSCA GSCA GSCA GSCA

GSCA GSCA GSCA

GSC

A

GSC

A

GSCA

GSC

A

GSCA

TOFA

ACCESS RD

1000+00 1005+00 1010+00 1015+00 1020+00 1025+00 1030+00 1035+00 1040+00 1045+00 1055+00995+00

404+00

2035+00

2040+00

310+00 315+00 320+00

330+00 335+00305+

00

990+00

400+00

500+00

2045+00

2025+00

2020+00

2015+00

2010+00

2005+00

2000+00

BDR AMETAL ROD STAMPEDBDR A 1999NAD 83(2007) CT83FGRID N:621004.94GRID E:894700.67LATITUDE: 41°09'53.26941"LONGITUDE: -73°07'56.73692"

AIRPORT CONTROL

BDR AP STA ATOPOGRAPHIC STATION DISKSTAMPED AP 1963 STA ANAD 83(2007) CT83FGRID N:621123.23GRID E:897965.63LATITUDE: 41°09'54.57865"LONGITUDE: -73°07'14.05634"

BDR BSURVEY DISKSTAMPED BDR B 1999NAD 83(2007) CT83FGRID N:618337.99GRID E:894650.60LATITUDE: 41°09'26.91719"LONGITUDE: -73°07'57.23715"

AIR TRAFFIC CONTROL TOWER& OPERATIONS AND

ADMINISTRATION BUILDING

MODIFICATIONS TOELECTRIC VAULT

VOR

MARINEBASIN

510+00

1050+00

22+00

19+00

5+00

10+00

15+00

25+00

30+00

BDR B

BDR A

BDR AP

PHASE IA & IB(EXISTING CT ROUTE 113TO BE RELOCATED,SEE VOLUME 2 FORADDITIONAL INFORMATION)

PHASE IIA

PHASE IIB

CONTRACTOR ACCESSPHASE IB & IIB

CONTRACTOR ACCESSPHASE IIA

ARMY ENGINE PLANT

T/W "D"

T/W "A"

T/W "J

"

T/W "A"

T/W "A"

T/W "H

"

T/W "H

"

T/W "C

"

T/W "E"

R/W 6-24

ATLANTICAVIATION

EXISTING RUNWAY150'

SEE VOLUME 2 FOR ADDITIONAL INFORMATION

PROPOSED CONSTRUCTION SEQUENCE

2

3

1

T/W "G"

T/W "K

"

R/W 11-29

NORTHAPRON


T/W "A"

325+00

2030+00

PHASE IA (CT ROUTE 113 RE-ALIGNMENT) PHASE IIA & IIB RUNWAY 6-24 REHABILITATION)

T/W "B

"

BR

EAK

ERS LN

SNIFFENS LN

MA

IN S

T (CT R

OU

TE 113)

ACCESS RD

LOR

DSH

IP BLVD

(CT R

TE 113)

GREAT MEADOW RD

LOR

DSH

IP B

LVD

(C

T R

TE 1

13)

OAK BLUFF AVE (CT ROUTE 113)

GROVE ST

HANCOCK ST

CEDAR ST

PROSPECT DR (CT RO

UTE 113)

WALNUT ST

PINE ST

BIRCH ST

CHERRY STSTRATFORD R

D (CT ROUTE 113)

SHO

RT B

EACH

RD

DORNE DR

PHASE IB (INSTALLATION OF EMAS)

CONSTRUCT PAVEMENT SUPPORT SLAB ANDCONCRETE ANCHOR BEAM FOR EMAS BED

CONSTRUCT PAVEMENT TRANSITION FROMEXISTING RUNWAY TO CONCRETE ANCHOR BEAM

INSTALL EMAS BED

INSTALL RUNWAY AND EMAS MARKINGS

DESCRIPTION

1

4


MITIGATION

M

M

M

M

PROJECT#

M

3

4

2

339+00

SCALE 1"=400'

400 8000

SCALE IN FEET

RUNWAY 06-24 REHABILITATION

HAUL ROUTE

STAGING AREAS

RUNWAY SAFETY AREARSA

LEGEND

GSCA GLIDE SLOPE CRITICAL AREAGSCA

VORCA VOR CRITICAL AREA

RSA

VORCA

GRID C

OORDINATE

CONNECTICUT

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

SHEET NO.REVISION DESCRIPTIONDATEREV. Plotted:

SIGNATURE/BLOCK:

Border Version: 10/19/07



STRATFORD

15-336

04.002

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET

ROFA RUNWAY OBJECT FREE AREAROFA

TOFA TAXIWAY OBJECT FREE AREATOFA

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.003

Filename:

Plotted: 02/07/2013

NOTES:

1. BITUMINOUS PAVEMENTS SHALL BE MILLED TO A DEPTH OF 12-INCH EXCEPT WHERE OTHERWISE

INDICATED.

2. SLOPES VARY. "TYPICAL" SLOPE IS 1.25%. SEE CROSS SECTIONS FOR EXACT SLOPES.OFF-PAVEMENT SLOPES MUST BE BETWEEN 3.00% AND 5.00% FOR THE FIRST 10 FEET, AFTERWHICH THEY MUST BE BETWEEN 1.50% AND 3.00%.

3. PCC PAVEMENT LOCATED BENEATH EXISTING ASPHALT FROM STA 1044+77 TO STA 1046+77.THESE STATIONS ARE BASED ON HISTORICAL AS-BUILT DATA AND MAY NOT BEREPRESENTATIVE OF ACTUAL CONDITIONS. THE INTENT OF DESIGN IS TO LEAVE THISMATERIAL IN PLACE UNTIL FUTURE FULL-DEPTH RECONSTRUCTION OF THE RUNWAY (SEEVOLUME 3). SHOULD FIELD CONDITIONS VARY, THE ENGINEER SHALL MAKE THE FINALDETERMINATION REGARDING THE REMOVAL OF THIS MATERIAL.

4. IF ENCOUNTERED, PAVEMENT MEMBRANE SHALL BE REMOVED IN ITS ENTIRETY WITH THE AREAOF MILLED BITUMINOUS PAVEMENT. REMOVAL OF THIS ITEM SHALL BE CONSIDEREDINCIDENTAL TO PAVEMENT MILLING AND SHALL NOT BE MEASURED FOR PAYMENT. MEMBRANEIS THOUGHT TO BE INSTALLED IN 1981 BETWEEN STA 1007+27 AND 1044+77, 50' LEFT ANDRIGHT OF CENTERLINE.

5. 1.5-INCH DROP REQUIRED AT EDGE OF ALL AIRCRAFT PAVEMENTS TO PROMOTE DRAINAGE.

6. THE INTENT OF VARIABLE DEPTH MILLING IS TO ALLOW FOR A FULL 2-INCH SURFACE COURSEINSTALLATION AT THE EDGE OF RUNWAY. THE WIDTH OF VARIABLE DEPTH MILLING WILL BEDETERMINED BY THE DIFFERENCE OF FINAL GRADE AND EXISTING GRADE AT EACH STATION.VARIABLE DEPTH MILLING WILL TYPICALLY RANGE BETWEEN 1

2 INCH AND 2 INCHES, BUT MAY BEINCREASED AS NEEDED FOR TIE-INS TO EXISTING PAVEMENT.

1.25% (SEE NOTE 2)

BITUMINOUS CONCRETE SURFACECOURSE, 2-INCH LIFT, 3

4-INCHAGGREGATE (P-401)

BITUMINOUS CONCRETEBASE COURSE, VARIABLE

DEPTH, MIN. 112-INCH

LIFTS, 34-INCH AGGREGATE(P-401) PAVEMENT MILLING, 1

2-INCHDEPTH (P-101)

TACK COAT(P-603)

75' EXISTINGRUNWAY PAVEMENT

RUNWAY 6-24 TYPICAL SECTION: STA 1044+25 TO 1046+77NOT TO SCALE

EXISTING BASE COURSEEXISTING BITUMINOUS SHOULDER

7.5" PCC CONCRETE TOREMAIN (STA 1044+77TO STA 1046+77)

EXISTINGGROUND

PROPOSEDSURFACE

RUNWAY

℄

50' ULTIMATE RUNWAYPAVEMENT

1.25% (SEE NOTE 2)

EXISTING GROUND

EXISTING BITUMINOUS SHOULDER

75' EXISTINGRUNWAY PAVEMENT

50' ULTIMATE RUNWAYPAVEMENT

EXISTING PAVEMENTPROPOSED PAVEMENT

MILLINGAREA

1'-6"

CONCRETE PAVINGEXISTING BITUMINOUS

1'-6"SAWCUT & SEAL

BITUMINOUS TACK COAT

BUTT JOINT (TIE-IN) DETAIL - PROPOSED TO EXISTINGNOT TO SCALE

(P-603)

4" EXISTINGBITUMINOUSPAVEMENT

PAVEMENT MILLING,VARIABLE DEPTH (P-101)(SEE NOTE 6)

EXISTINGBITUMINOUSPAVEMENT TOREMAIN

MEET EXISTINGGRADE (TYP.)

EXCESS BITUMINOUS CONCRETESURFACE COURSE AS NEEDED

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.004

Filename:

Plotted: 02/07/2013

0

4

8

12

16

20

0

4

8

12

16

20

0.02%

EXISTING GRADE(TYP)

PROPOSED GRADE (TEMPORARY)UPON COMPLETION OF RT 113 RELOCATION

(TYP)

EXISTING RT 113TO BE REOCATED

RT 113 RELOCATIONPROPOSED GRADE

ULTIMATE GRADEUPON COMPLETION OF

RUNWAY 6-24 REHABILITATION(TYP)

TEMPORARY PROPOSED GRADE TO TRANSITION FROMEXISTING RUNWAY ELEVATION TO RUNWAY 24 EMAS

(TYP)

PROPOSED EMAS BEDSEE EMAS PLAN, PROFILEAND DETAIL SHEETFOR ADDITIONAL INFORMATION

EXISTING BLAST FENCE TO BE REMOVED UNDERRELOCATION OF RT 113 PROJECT PHASE

1043+00

7.21

1044+00

7.36

1045+00

7.47

1046+00

7.47

1047+00

6.98

1048+00

7.43

1049+00

7.65

1050+00

7.55

1051+00

9.65

1042+00

7.33

7.55

5

7.32

6

7.39

7

7.56

0

7.74

6

7.87

1

7.90

0

7.65

0

7.65

0

0.07%

0.32% 0.00%0.07% 0.00%

GR

AD

E B

RE

AK

STA

= 1

044+

25.0

0E

LEV

= 7

.379

GRADE BREAK STA = 1046+75.18ELEV = 7.900

GR

AD

E B

RE

AK

STA

= 1

049+

77.6

5E

LEV

= 7

.650

GRADE BREAK STA = 1049+77.65ELEV = 7.647

LOW PT STA: 1044+50.00LOW PT ELEV: 7.40

PVI STA:1044+87.50PVI ELEV:7.42

K:293.84LVC:75.00

BVC

S: 1

044+

50.0

0B

VCE

: 7.4

0

EVC

S: 1

045+

25.0

0E

VCE

: 7.5

4

HIGH PT STA: 1046+75.00HIGH PT ELEV: 7.90PVI STA:1046+37.50

PVI ELEV:7.90K:234.20

LVC:75.00

BVC

S: 1

046+

00.0

0B

VCE

: 7.7

8

EVC

S: 1

046+

75.0

0E

VCE

: 7.9

0

75.75' PAVEMENT 65.75' PAVEMENT

1.25% (SEE NOTE 1) 1.25% (SEE NOTE 1)

BITUMINOUS CONCRETE SURFACECOURSE, 2-INCH LIFT, 3

4 INCHAGGREGATE (P-401)

BITUMINOUSCONCRETE BASE

COURSE, 2-INCH LIFT,34-INCH AGGREGATE

(P-401)

UNCLASIFIED EXCAVATION(P-152)

MATCH EXISTING GROUND(LIMIT OF DISTURBANCE)1.5" (TYP.)

TACK COAT(P-603)

NOTES:

1. SLOPES VARY. "TYPICAL" SLOPE IS 1.25%. SEE CROSS SECTIONS FOR EXACT SLOPES.OFF-PAVEMENT SLOPES MUST BE BETWEEN 3.00% AND 5.00% FOR THE FIRST 10 FEET, AFTERWHICH THEY MUST BE BETWEEN 1.50% AND 3.00%.

2. PCC PAVEMENT LOCATED BENEATH EXISTING ASPHALT FROM STA 1044+77 TO STA 1046+77.THESE STATIONS ARE BASED ON HISTORICAL AS-BUILT DATA AND MAY NOT BEREPRESENTATIVE OF ACTUAL CONDITIONS. THE INTENT OF DESIGN IS TO LEAVE THISMATERIAL IN PLACE UNTIL FUTURE FULL-DEPTH RECONSTRUCTION OF THE RUNWAY (SEEVOLUME 3). SHOULD FIELD CONDITIONS VARY, THE ENGINEER SHALL MAKE THE FINALDETERMINATION REGARDING THE REMOVAL OF THIS MATERIAL.

3. 1.5" DROP REQUIRED AT EDGE OF ALL AIRCRAFT PAVEMENTS TO PROMOTE DRAINAGE.

NOT TO SCALE

12" CRUSHEDAGGREGATE BASE

COURSE (P-209)

EXISTING GROUND

VARIES

3" MINIMUM TOP SOIL(T-905) ON EARTH

EMBANKMENT (P-152)

SEED (T-901) ANDMULCH (T-908)

EXISTINGGROUND

PROPOSEDSURFACE

RUNWAY

℄

10" SUBBASE COURSE(P-154)

VARIES

RUNWAY 24 EMAS SUPPORT SLAB TYPICAL SECTION:STA 1046+77.00 TO 1047+09.41 AND STA 1047+12.00 TO 1049+80.22

42

4

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.005

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET

C

L

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.006

Filename:

Plotted: 02/07/2013

SCALE 1"=20'

20 400

SCALE IN FEET

ENGINEERED ARRESTINGSYSTEMS CORPORATION2239 High Hill RoadLogan Township, NJ 08085Phone 856.241.8620Fax 856.241.8621

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.007

Filename:

Plotted: 02/07/2013


6-#7

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.008

Filename:

Plotted: 02/07/2013


1. SEE EROSION AND SEDIMENT CONTROL PLAN FOR LOCATION OF SEDIMENT DEVICEINSTALLATION.

2. IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALLCONFORM TO THE CONTRACT DRAWINGS AND SPECIFICATIONS OR TO THE CTDEEP"CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL," REVISED2002, WHICHEVER IS MORE STRINGENT.

3. CONSTRUCTION ENTRANCES, PERIMETER SEDIMENTATION BARRIERS ANDPROTECTION AT EXISTING INLETS SHALL BE INSTALLED PRIOR TO ANY EXCAVATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL CONTROLMEASURES AS REQUIRED OR AS DIRECTED BY THE ENGINEER.

5. AREAS DISTURBED BY CONSTRUCTION WHICH WILL NOT BE COVERED BY PAVEMENTSHALL BE PROVIDED WITH A PERMANENT OR TEMPORARY VEGETATIVE COVER ORMULCHED. THE COVER SHALL BE PROVIDED WITHIN A REASONABLE TIME PERIOD, ASDETERMINED BY THE ENGINEER.

6. SEDIMENT AND DEBRIS TRAPPED BY SEDIMENT BARRIERS SHALL BE REMOVED ANDDISPOSED OF AS DIRECTED BY THE ENGINEER WHEN IT REACHES ONE HALF THEHEIGHT OF THE BARRIER.

7. PROVISIONS SHALL BE MADE TO SAFELY CONDUCT SURFACE RUNOFF TO PROTECTEDSTORM DRAINS OR PROTECTED OUTLETS TO ENSURE THAT SURFACE RUNOFF WILLNOT DAMAGE SLOPES OR OTHER GRADED AREAS.

8. SEDIMENTATION BARRIERS SHALL BE INSTALLED AS CONSTRUCTION PROCEEDS ASSHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN, ALL AS NECESSARY TOCONTAIN SEDIMENTATION TRANSPORT.

9. SIDE SLOPES OF STOCKPILED MATERIALS SHALL NOT EXCEED TWO HORIZONTAL TOONE VERTICAL.

10. ALL EROSION CONTROLS MUST REMAIN IN PLACE UNTIL REMOVAL IS AUTHORIZED BYTHE ENGINEER.

SOIL EROSION AND SEDIMENTATION CONTROL NOTES

1. HOLD PRECONSTRUCTION MEETING, (CONTACT CALL BEFORE YOU DIG1-800-922-4455).

2. INSTALL CONSTRUCTION ENTRANCE.

3. INSTALL EROSION AND SEDIMENT CONTROLS, AS DIRECTED BY THE ENGINEER, INACCORDANCE WITH THE E&S PLAN.

4. PROCEED WITH MILLING AND INITIAL PAVING OPERATIONS IN ACCORDANCE WITH THEPHASING PLANS.

5. PROCEED WITH FINAL PAVING OPERATIONS IN ACCORDANCE WITH THE PHASINGPLANS.

6. PLACE ADDITIONAL TOPSOIL TO FINAL GRADE, SEED AND MULCH AT DISTURBED ANDREGRADED AREAS ALONG THE RUNWAY AND TAXIWAYS, AS FINAL PAVING PROCEEDS.

7. AFTER SITE HAS BEEN STABILIZED, REMOVE EROSION CONTROL MEASURES, ASDIRECTED BY THE ENGINEER.

SOIL EROSION AND SEDIMENTATION CONTROL

CONSTRUCTION SEQUENCE

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.009

Filename:

Plotted: 02/07/2013

RUNWAY 24 DESIGNATION MARKING DETAILSNOT TO SCALE

3' WHITE ARROW HEAD

1.5'45'

5'

15'

80'

DISPLACED THRESHOLD ARROW DETAILNOT TO SCALE

20' 7.5'

60'

10'

7'10

'24

'3'

6'

5'

25'

RUNWAY CENTERLINE

7.5'

10'

60'

5' 18'

19'

13'

15'

10'

3' RUNWAY

TEMPORARY THRESHOLD DETAIL NOT TO SCALE

EXISTING PAVEMENT MARKINGS

NOTES:

1. REMOVE EXISTING PAINT WHICH CONTRASTS WITHTEMPORARY MARKING BY SANDBLAST OR WATERBLASTTO THE SATISFACTION OF THE ENGINEER.

2. TEMPORARY THRESHOLD MARKING WILL BE USED IF ATEMPORARY DISPLACED THRESHOLD IS NECESSARY, ASDETERMINED BY THE ENGINEER. THE WORK WILL BEPAID FOR UNDER TEMPORARY MARKING WHENAUTHORIZED BY THE ENGINEER. NO SEPARATEPAYMENT WILL BE MADE WHEN THE TEMPORARYTHRESHOLD IS REQUIRED BECAUSE OF THECONTRACTOR'S FAILURE TO OPEN THE RUNWAY ONTIME.

NOT TO SCALE

RUNWAY CENTERLINE

5' 45'

15' (

TYP

.)

HEAD (TYP.)3' WIDE ARROW

150'

37.5'

37.5'

37.5'

18.75

18.75'

18.75'

RUNWAY 24 DISPLACED THRESHOLD MARKING DETAIL

20'EDGE STRIPE

6 STRIPES AND 5 SPACESAT 5.75' EACH

5.75

'5.

75'

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.010

Filename:

Plotted: 02/07/2013

2038+00

2039+00

2040+00

2041+00

1041+00 1042+00 1043+00 1044+00 1045+00 1046+00 1047+00 1048+00 1049+00 1050+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD

LOD

LOD

LOD

LOD

LOD

LODSTA:1046+77.00

OFF:75.00'R

STA:1049+80.22OFF:65.75'R

STA:1049+80.22OFF:75.75'L

ASPHALT PAVEMENT SECTIONGROOVED PER SPECIFICATIONS

CONCRETE GRADE BEAMWITH DEBRIS DEFLECTOR

ACCESS ROAD

ACCESS WALKWAY

35.0'

268.2'

15.0'

5.0'

141.5'

EMAS BED

R

O

U

T

E

1

1

3

P

R

O

P

O

S

E

D

1

7

+

0

0

1

8

+

0

0

1

9

+

0

0

2

3

+

0

0

2

4

+

0

0

STA:1046+77.00OFF:75.00'L

STA:1046+77.00OFF:75.75'L

STA:1046+77.00OFF:65.75'R

STA:1049+75.22OFF:95.75'L

STA:1049+90.22OFF:95.75'L

STA:1049+90.22OFF:50.75'L

STA:1044+25.00OFF:75.00'L

STA:1044+25.00OFF:75.00'R

STA:1045+00.50OFF:75.00'L

STA:1046+51.98OFF:75.00'L


LEGEND

ROFA

GSCAGSCA

VORCA

LCSTV LCSTV LCSTV

ROFA

RSA

VORCA

MHW MHW MHW

LOD LOD

GLIDE SLOPE CRITICAL AREA

VOR CRITICAL AREA

TIDAL VEGETATION

MEAN HIGH WATER (ELEV. 4.24 FT.)

RUNWAY OBJECT FREE AREA

LIMITS OF PHASE DISTURBANCE

HIGH TIDE LINE/COASTALJURISDICTIONAL LINE (ELEV. 5.9 FT.)

LANDS CAPABLE OF SUPPORTINGTIDAL VEGETATION

HTL/CJL HTL/CJL HTL/CJL

COORDINATE G

RID

CONNECTICUT

TOFA TOFA TAXIWAY OBJECT FREE AREA

PAVING LEGEND

COLD PLANING (MILLING) AND BITUMINOUSOVERLAY

EMAS BLOCKS

NEW BITUMINOUS PAVEMENT CONSTRUCTION(SUPPORT SLAB)

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.011

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET

1. SEE VOLUME 3 FOR FUTURE WIDTH OF RUNWAY

NOTES

2039+00

2040+00

2041+00

2042+00

1041+00 1042+00 1043+00 1044+00 1045+00 1046+00 1047+00 1048+00 1049+00 1050+00 1051+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LODLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

LOD

LOD

LOD


LOD

LOD

LOD

LOD

LOD

LOD

5.00

6.00

7.00

6.00

6.00

7.00

7.00

6.00

6.00

5.00

4.00

6.00

6.00

7.0

7.0

7.0

1

7

+

0

0

1

8

+

0

0

1

9

+

0

0

2

0

+

0

0

21+

00

2

2

+

0

0

2

3

+

0

0

2

4

+

0

0

HTL/

CJL

HTL/CJL

HTL/C

JL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

MHW

MHW

STORM DRAINAGETO BE INSTALLED UNDER

RELOCATION OF RT 113PROJECT PHASE

PROPOSED CONTOURS INDICATETOP OF PAVEMENT FOREMAS SUPPORT SLAB

FF F F

F

F

F

FFFFF

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.012

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET


LEGEND

ROFA

GSCAGSCA

VORCA

LCSTV LCSTV LCSTV

ROFA

RSA

VORCA

MHW MHW MHW

LOD LOD


VOR CRITICAL AREA

TIDAL VEGETATION







COORDINATE G

RID

CONNECTICUT


1. DURING THIS PHASE INSTALL ALL CONDUITS AND THRESHOLDLIGHTS FOR THE FUTURE RUNWAY THAT ARE LOCATEDWITHIN LIMITS OF PAVEMENT SHOWN ON THIS PLAN.

2. UPON COMPLETION OF THIS PHASE PROVIDE ON-GRADETEMPORARY THRESHOLD LIGHTS, INCLUDING TEMPORARYCONDUITS AND WIRING.

NOTES

2039+00

2040+00

2041+00

2042+00

1041+00 1042+00 1043+00 1044+00 1045+00 1046+00 1047+00 1048+00 1049+00 1050+00 1051+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LODLO

DLO

DLO

DLO

DLO

DLO

DLO

DLO

D

LOD

LOD

LOD


LOD

LOD

LOD

LOD

LOD

LOD

1

7

+

0

0

1

8

+

0

0

1

9

+

0

0

2

0

+

0

0

21+

00

2

2

+

0

0

2

3

+

0

0

2

4

+

0

0

HTL/

CJL

HTL/CJL

HTL/C

JL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

MHW

MHW


LEGEND

ROFA

GSCAGSCA

VORCA

LCSTV LCSTV LCSTV

ROFA

RSA

VORCA

MHW MHW MHW

LOD LOD


VOR CRITICAL AREA

TIDAL VEGETATION







COORDINATE G

RID

CONNECTICUT


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.013

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET

PLACE TOPSOIL, SEED AND MULCHAT ALL DISTURBED UNPAVED AREAS

SEDIMENT AND EROSION CONTROL LOGS

2038+00

2039+00

2040+00

2041+00

2042+00

1041+00 1042+00 1043+00 1044+00 1045+00 1046+00 1047+00 1048+00 1049+00 1050+00LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD


LOD

LOD

LOD

LOD

LOD

LOD

20.0'

10.0'

3' YELLOWDEMARCATION BAR

5.0'

20.0'

40.0' 80.0' 80.0'

3.0'

100.0'

5.0'

5.0'

WHITE DISPLACED THRESHOLDARROWS (SEE DETAIL)

100.0'

3' YELLOWCHEVRON (TYP.)

YELLOWMARKINGS

WHITEMARKINGS

3' WHITE RUNWAY EDGEMARKING (TYP.)

50.0'

45°

EN

D R

UN

WA

Y - STA

. 1046+77

DIS

PLA

CE

D TH

RE

SH

OLD

- STA

. 1043+58.32

1

7

+

0

0

1

8

+

0

0

1

9

+

0

0

2

3

+

0

0

2

4

+

0

0

HTL/

CJL

HTL/CJL

HTL/C

JL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

HTL/CJL

MHW

MHW

MATCH EXISTING RUNWAYEDGE MARKING ATSTA 1041+70 (TYP.)

REFRESH EXISTINGWHITE THRESHOLD

MARKINGS

REFRESH EXISTINGWHITE DISPLACEMENTARROWS ANDTHRESHOLD BAR


LEGEND

ROFA

GSCAGSCA

VORCA

LCSTV LCSTV LCSTV

ROFA

RSA

VORCA

MHW MHW MHW

LOD LOD


VOR CRITICAL AREA

TIDAL VEGETATION







COORDINATE G

RID

CONNECTICUT


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.014

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET

1. ALL MARKINGS (WITH THE EXCEPTION OF BLACK OUTLINES)SHALL RECEIVE GLASS BEADS.

2. PERMANENT MARKING SHALL BE INSTALLED NO SOONERTHAN 28 DAYS AFTER FINAL P-401 HAS BEEN PLACED. SEESPECIFICATION P-620. TEMPORARY MARKINGS MAY BEINSTALLED IMMEDIATELY.

3. MARKING ON THE EMAS SHALL BE DONE WITH WALK-BEHINDSPRAYER OR MANUAL ROLLERS ONLY.

NOTES

1042+50.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00

Exist Paved Shoulder(TO BE REMOVED)

12"±Exist Bit Conc(TO BE REMOVED)


MHW

CJL

MHW

CJL

-150 -100 -50 0 50 100 150

BASELINEELEVATION 7.28

1043+00.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00




MHW

CJL

MHW

CJL LOD

-150 -100 -50 0 50 100 150


1043+50.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00




MHW

CJL

MHW

CJL LOD

-150 -100 -50 0 50 100 150


1044+00.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00




MHW

CJL

MHW

CJL LOD

-150 -100 -50 0 50 100 150


1045+50.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00


6"±Exist PCC Conc(TO BE REMOVED)



MHW

CJL

MHW

CJL 1.32% -1.07%Offs

et=

-75.

00E

lev

= 6

.63

Offs

et=

75.0

0E

lev

= 6

.82


TEMPORARY PROPOSEDRUNWAY TRANSITION

-150 -100 -50 0 50 100 150

1044+50.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00




MHW

CJL

MHW

CJL LOD



-1.10%1.14% Offs

et=

75.0

0E

lev

= 6

.69

Offs

et=

-75.

00E

lev

= 6

.66

-150 -100 -50 0 50 100 150

1045+00.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00




MHW

CJL

MHW

CJL0.96% -1.10%


Offs

et=

-75.

00E

lev

= 6

.84

Offs

et=

75.0

0E

lev

= 6

.73


-150 -100 -50 0 50 100 150

1046+50.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00





MHW

CJL

MHW

CJL

Offs

et=

-75.

00E

lev

= 6

.74

Offs

et=

75.0

0E

lev

= 6

.75

1.50% -1.48%

BASELINEELEVATION 7.86TEMPORARY PROPOSED

RUNWAY TRANSITION

-150 -100 -50 0 50 100 150

1046+00.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00





MHW

CJL

MHW

CJL


Offs

et=

-75.

00E

lev

= 6

.65

Offs

et=

75.0

0E

lev

= 6

.81

1.50% -1.29%


-150 -100 -50 0 50 100 150

42

4

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.015

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET

1047+00.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00



CJLCJL


(3) 36"x23" Arch RCP(INSTALLED IN PHASE 1)

Special Manhole(INSTALLEDIN PHASE 1)

Special Manhole(INSTALLEDIN PHASE 1)

MHW MHW



Offs

et=

-75.

00E

lev

= 6

.73

Offs

et=

75.0

0E

lev

= 6

.68

-1.29%1.23%


-150 -100 -50 0 50 100 150

1047+50.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00


1.17%

LOD

LOD

MHW

CJL

MHW

CJL


Offs

et=

75.0

0E

lev

= 6

.80

Offs

et=

-75.

00E

lev

= 6

.77

1.25% -1.13%

-150 -100 -50 0 50 100 150


1048+00.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00

LOD

LOD

MHW

CJL

MHW

CJL1.10% -1.06%


Offs

et=

75.0

0E

lev

= 6

.86

Offs

et=

-75.

00E

lev

= 6

.83

-150 -100 -50 0 50 100 150



1048+50.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00

LOD

LOD

MHW

CJL

MHW

CJL


1.36% -1.26% Offs

et=

75.7

5E

lev

= 6

.70

Offs

et=

-75.

75E

lev

= 6

.62


-150 -100 -50 0 50 100 150


1050+00.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00

LOD LO

D

MHW

CJL

MHW

CJL


-150 -100 -50 0 50 100 150


Existing Grade(Typ.)

1049+00.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00

LOD LO

D

MHW

CJL

MHW

CJL


1.36% -1.26% Offs

et=

75.7

5E

lev

= 6

.70

Offs

et=

-75.

75E

lev

= 6

.62


-150 -100 -50 0 50 100 150


1049+50.00

0.00

4.00

8.00

12.00

0.00

4.00

8.00

12.00

LOD

LOD

MHW

CJL

MHW

CJL


1.36% -1.26% Offs

et=

75.7

5E

lev

= 6

.70

Offs

et=

-75.

75E

lev

= 6

.62



-150 -100 -50 0 50 100 150

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

04.016

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET

42

4

ABBREVIATIONS:

C/L CENTERLINE

ED EDGE

REIL RUNWAY END IDENTIFICATION LIGHT

R/W RUNWAY

T/W TAXIWAY

ABAN ABANDON

GENERAL NOTES:

1. CONSTRUCTION AND MAINTENANCE BY OTHERS MAY OCCUR CONCURRENTLY AND IN THEVICINITY OF CONSTRUCTION ASSOCIATED WITH THIS PROJECT. THE CONTRACTOR SHALLCOORDINATE HIS OPERATIONS WITH OTHER CONTRACTORS AND COOPERATE WITH THEMAINTENANCE CREWS WHEN WORKING ON THE PROJECT.

2. THREE WEEKS PRIOR TO REMOVAL OF EXISTING CABLES OR EXCAVATING IN AREA OF EXISTINGUNDERGROUND CONDUITS THE CONTRACTOR SHALL MEET WITH AIRPORT OPERATIONS, THEFAA, AND THE ENGINEER TO DETERMINE TAXIWAY OR RUNWAY CLOSURE TIMES ANDDURATIONS. THE CONTRACTOR SHALL ARRANGE FOR APPROPRIATE PERSONNEL TO BE ONSITE DURING WORK ON AIRFIELD ELECTRICAL CABLES. THE CONTRACTOR SHALL IDENTIFY ANDMARK ALL AIRFIELD LIGHTING CABLES PRIOR TO ANY WORK.

3. PROTECTION OF AND REPAIR TO EXISTING CABLES; LOCATION OF KNOWN EXISTING AIRPORTUNDERGROUND CABLES ARE SHOWN ON THE PLANS AND SHALL BE VERIFIED BY THECONTRACTOR. REPAIR OF CONTRACTOR DAMAGED CABLES SHALL BE STARTED IMMEDIATELYAND CONTINUED UNTIL COMPLETED. ALL SUCH REPAIRS SHALL BE IN ACCORDANCE WITH THESPECIFICATIONS AND SHALL BE AT THE CONTRACTOR'S EXPENSE. IF AIRPORT OR FAA CABLESARE DAMAGED, REPAIRS SHALL BE DONE IN ACCORDANCE WITH AIRPORT OR FAAREQUIREMENTS AND IN THE PRESENCE OF AN AIRPORT OR FAA REPRESENTATIVES. THEAIRPORT OR FAA MAY ELECT TO HAVE THE REPAIR PERFORMED BY OTHERS IN WHICH CASETHE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING THE INCURRED COSTS OF REPAIRS.

4. ALL AIRFIELD LIGHTING CIRCUITS SHALL BE MAINTAINED BY THE CONTRACTOR DURINGOPERATIONAL PERIODS. SEE SPECIFICATION SECTION L-108.

5. INSTALL PULL ROPE IN ALL EMPTY CONDUITS,

6. CONTRACTOR IS RESPONSIBLE FOR PATCHING PAVEMENT AFFECTED BY PROPOSED DUCTSYSTEM OR CONDUIT INSTALLATION. SEE PAVEMENT DETAILS SHEET FOR APPROPRIATEDETAILS.

7. THE CONTRACTOR SHALL THOROUGHLY INSPECT THE SITE PRIOR TO CONSTRUCTION TOVERIFY EXISTING CONDITIONS AND SHALL PROVIDE ALL NECESSARY STAKE OUT OF LINE ANDGRADE FOR CONDUIT FOR THE ENGINEER'S APPROVAL PRIOR TO EXCAVATION.

8. THE CONTRACTOR SHALL STAKE OUT EACH LIGHT BASE FOR THE ENGINEERS APPROVAL PRIORTO EXCAVATION.

9. IN THE EVENT ANY OBSTRUCTIONS AND/OR UTILITIES NOT SHOWN ON THE PLANS AREENCOUNTERED DURING CONSTRUCTION ALL WORK SHALL STOP AND THE ENGINEER NOTIFIEDPRIOR TO PROCEEDING WITH WORK.

10. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATIONS

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, SUPPORTING, AND PROTECTINGEXISTING UTILITIES AND ALL NECESSARY COORDINATION. DAMAGE TO EXISTING FACILITIES(PIPING, CONDUIT, DUCTWORK, ELEVATED OR IN-PAVEMENT LIGHT, AIRFIELD SIGN, ETC.) SHALLBE REPAIRED BY THE CONTRACTOR AT HIS/HER EXPENSE.

12. DO NOT SCALE OFF THESE DRAWINGS. THE LOCATIONS SHOWN ON THESE PLANS AREAPPROXIMATE AND REQUIRE COORDINATION WITH ALL OTHER TRADES AND VERIFICATION OFEXISTING CONDITIONS. ROUTING OF CONDUIT IS DIAGRAMMATIC IN NATURE AND NOTINTENDED TO SHOW ALL REQUIRED OFFSETS AND DETAILS. SEE DRAINAGE PLANS DETAILSFOR INFORMATION ON DRAINAGE, AND DRAINAGE PLANS FOR INFORMATION ON WATER LINES,PROFILES.THE CONTRACTOR IS RESPONSIBLE FOR BRINGING TO THE ATTENTION OF THEENGINEER AND THE AIRPORT ALL CONFLICTS PRIOR TO PERFORMING EXCAVATION ANDINSTALLATION OPTIONS.

13. CONSTRUCTION LIMITS - ALL CONTRACTOR VEHICLES AND TRAFFIC (UNLESS OTHERWISEAUTHORIZED) SHALL REMAIN WITHIN THE DESIGNATED CONSTRUCTION LIMITS OR HAULROUTES. CONSTRUCTION, STORAGE AND STOCKPILING LIMITS ARE FURTHER DEFINED IN THESECTION TITLED, "GENERAL CONSTRUCTION AND SAFETY NOTES.

14. SEE PHASING PLANS FOR SEQUENCE OF ELECTRICAL WORK.

15. ALL FIXTURE, EQUIPMENT AND STRUCTURE LOCATIONS AND ELEVATIONS QUOTED IN THESEDOCUMENTS MUST BE VERIFIED AND ADJUSTED IF NECESSARY BY THE CONTRACTOR TOAVOID ANY UNFORESEEN OBSTRUCTIONS AND TO COMPLY WITH ALL REQUIREMENTS OF THEFAA.

16. THE CONTRACTOR SHALL PERFORM ALL NECESSARY LOCKOUT/TAGOUT PROCEDURES PEROSHA STANDARD 29 CFR 1910.147 PRIOR TO PERFORMING WORK ON AFFECTED ELECTRICALCIRCUITS.

1. PRIOR TO REMOVAL OF ANY WIRING OR CONDUIT SYSTEM,THE CONTRACTOR SHALL VERIFY WIRING IS INACTIVE AND/ORPROVISIONS HAVE BEEN MADE TO RE-ROUTE ANDRE-ESTABLISH ACTIVE CIRCUITRY.

2. PRIOR TO REMOVAL OF ANY AIRFIELD ELECTRICAL FIXTURE,COMPONENT, ETC. THE CONTRACTOR IS RESPONSIBLE FOREVALUATING THE CONDITION OF THE ITEM AND REPORTING INWRITING ANY DAMAGE TO THE RESIDENT ENGINEER PRIOR TOIT'S REMOVAL. THE CONTRACTOR IS RESPONSIBLE FORREPAIR OR REPLACEMENT OF ANY EQUIPMENT DAMAGEDAFTER REMOVAL OF THE ITEM.

3. REMOVED LIGHT FIXTURES, IF NOT TO BE REINSTALLED, ARETO BE TURNED OVER TO THE AIRPORT AND DELIVERED TO ALOCATION SPECIFIED BY THE AIRPORT ON AIRPORTPROPERTY.

4. THE CONTRACTOR IS RESPONSIBLE TO STORE AND PROTECTANY FIXTURES OR EQUIPMENT TO BE RE-INSTALLED. THECONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THECONDITION OF EXISTING EQUIPMENT TO BE RE-INSTALLED.THE QUANTITY OF EXISTING FIXTURES TO BE RE-INSTALLEDMUST BE VERIFIED BY THE CONTRACTOR, ALL FIXTURES ANDEQUIPMENT REMOVED AND NOT SLATED FORRE-INSTALLATION SHALL BE DISPOSED OF PER THECONTRACT DOCUMENTS.

ELECTRICAL DEMOLITION GENERAL NOTES:

N.I.C. NOT IN CONTRACT

CLR CLEAR

1. HOMERUN CIRCUIT: WIRING BETWEEN THE ELECTRICAL VAULTAND THE FIRST LOAD.

2. CIRCUIT CONDUCTOR: WIRING BETWEEN LOADS.

2. PROVIDE: FURNISH AND INSTALL.

DEFINITIONS:

UON UNLESS OTHERWISE NOTED

SCH SCHEDULE

TDZ TOUCHDOWN ZONE

RGS RIGID GALVANIZED STEEL

ELECTRICAL SCOPE OF WORK:

THE GENERAL SCOPE OF WORK FOR THIS PROJECT IS TO :

1. REMOVE EXISTING AND PROVIDE NEW ELEVATED RUNWAY THRESHOLDLIGHTS FOR RUNWAY 24 THRESHOLD.

2. PROVIDE NEW L-867B LIGHT BASE AND CONDUIT FOR FUTURE RUNWAY 24THRESHOLD LIGHT

3. PROVIDE NEW UNDERGROUND CONDUIT AND CABLE FOR RUNWAY 6THRESHOLD .

4. REMOVE EXISTING RUNWAY 6 REIL POWER AND CONTROL CABLES ANDPROVIDE NEW CONDUIT, POWER AND CONTROL CABLES AND CONNECT TOEXISTING RUNWAY 6 REIL.

ALT ALTERNATE

HR HOMERUN

HH HANDHOLE

HES HIGH EARLY STRENGTH

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

Filename:

Plotted: 02/06/2013

SCALE 1"=40'

40 800

SCALE IN FEET

E. NEMAN/D. BAUMGARDNER

D. BAKER

ELECTRICAL GENERAL NOTES

AND ABBREVIATIONS

04.017

GPN-4.01

GENERAL NOTES:

1. SEE SHEET NO. GPN-01 FOR ELECTRICAL GENERAL NOTES ANDABBREVIATIONS.

2. SEE SHEETS APT-01 THRU APT-10 FOR PAVING AND GEOMETRYPLANS.

3. SEE SHEETS DRG-01 THRU DRG-10 FOR GRADING AND DRAINAGEPLANS.

EXISTING LEGEND:

ELEVATED TAXIWAY EDGE LIGHT- BASE MOUNTED

ELEVATED RUNWAY EDGE LIGHT

CABLE MARKER

ELECTRICAL HAND HOLE

COMMUNICATION HAND HOLE

DUCT MARKER

AIRFIELD GUIDANCE SIGN, SIGN NO. INDICATED

IN-PAVEMENT RUNWAY EDGE LIGHT

IN-PAVEMENT TAXIWAY CENTERLINE LIGHT

REIL (RUNWAY END IDENTIFIER LIGHT)

SURFACE MOUNTED REFLECTOR

ELECTRICAL CONDUIT

ELECTRICAL DUCT BANK, SIZE OF CONDUIT ANDNUMBER OF DUCTS ARE INDICATED

AIRFIELD GUIDANCE SIGN NUMBER

VISUAL APPROACH SLOPE INDICATOR

PRECISION APPROACH PATH INDICATOR

FAA FAA

REMOVE EXISTING ELEVATED RUNWAY THRESHOLD/END LIGHT COMPLETE

REMOVE EXISTING CABLES AND ABANDONUNDERGROUND CONDUIT IN PLACE

R

UE// // // // // // //

DEMOLITION LEGEND: PROPOSED LEGEND:2-INCH SCH 40-PVC CONCRETE ENCASED CONDUIT AND NO. 6COUNTERPOISE WIRE ABOVE CONDUIT TICK MARKS INDICATE NO. OF#8 AWG, L-824, 5KV, TYPE B CABLE IN CONDUITM

ELEVATED RUNWAY THRESHOLD END LIGHT

DUCT MARKER

L-867B LIGHT BASE WITH 1/2" STEEL COVER

//

R R

LIGHTING SYMBOL CONVENTION:

W Y6-12

LENS COLOR

CIRCUITDESIGNATION

LIGHT NO.

LENS COLORS'W' WHITE LENS'R' RED LENS'Y' YELLOW LENS'G' GREEN LENS'B' BLANK LENS

LIGHT FIXTURE,SYMBOLS VARY

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

Filename:

Plotted: 02/06/2013

SCALE 1"=40'

40 800

SCALE IN FEET


D. BAKER

ELECTRICAL LEGENDS

04.018

GPN-4.02

NOTESSEE SPECIFICATION L-108 FOR LOCATION OF COUNTERPOISE CABLE

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET


D. BAKER

ELECTRICAL DETAILS

04.019

DET-4.01

6" 6"

#6 BARE COPPERCOUNTERPOISEWIRE

NEW SUB-GRADEMATERIAL

EXISTINGSHOULDERBASE COURSEMATERIAL

2" PVC CONDUIT

6" COMPACTED LAYEROF P-209 CRUSHEDSTONE AGGREGATESUB-BASE MATERIAL

6"

20"

24"

PROPOSED FINISHGRADE

CORE 24" DIA. HOLE IN NEW PAVEMENT.

CONDUITBUSHING

MUD PLATE. SECURE COVERS WITHCERAMIC-METALIC

FLUOROPOLYMER COATED SAE GRADE 2STEEL BOLTS. INSTALL BOLTS PERMANUFACTURER'S INSTRUCTIONS

GROMMET

24" DIA., 1/ 2" THICKTREATED PLYWOOD COVER

L-867B CLASS 1A, BASE, GROUNDSTRAPS AND CONDUIT HUBS AT

0°, AND 180°.

STEP 1

STEP 2

PROPOSEDFINAL/FINISHED GRADE

AFTER MILL AND OVERLAY OPERATIONS, CORE 4"PILOT HOLE TO LOCATE CENTER OF MUD PLATE.CORE 24" DIA HOLE TO REMOVE SURFACECONCRETE AND INSTALL L-867 LIGHT BASEEXTENSION

BITUMINOUSCONCRETEPAVEMENT

GROUND RODL-867B, CLASS 1A, LIGHT BASE

EXTENSION. SECURE TO BOTTOML-867 CAN USING COATED

SAE GRADE 2 BOLTS

PROPOSEDFINAL/FINISHED GRADE

FINISHED P-610CONCRETE SURFACE,

SLOPED TO DRAIN

L-867 LIGHT BASE EXTENSION WITHCERAMIC-METALLIC FLUOROPOLYMERCOATED SAE GRADE 2 STEEL BOLTS.INSTALL BOLTS PER MANUFACTURER'SINSTRUCTIONS

STEP 3

CONCRETE TOTOP OF BASE.THEN INSTALL

PLYWOOD & MUDPLATE

CAP OR PLUGUNUSED STUB

24" DIA., 1/ 2" THICKTREATED PLYWOOD COVER


PVC CONDUITSPACER

2" SCH. 40 PVC CONDUIT

8" MIN. FOR SINGLEDUCT.

#6 BARE COPPERCOUNTERPOISE

CRUSHED STONEAGGREGATE BASECOURSE MATERIAL


3" CONCRETEALL AROUND

DETAIL - REINFORCING CAGENOT TO SCALE

4

FOUR #4 BAR

#4 CIRCULAR BAR(3 REQUIRED)

NOTE:STEEL REINFORCEMENT SHALL CONFORM TO ASTM-A184,STANDARD SPECIFICATION FOR FABRICATED DEFORMED STEELBAR MATS FOR CONCRETE REINFORCEMENT, OR ASTM-A704,STANDARD SPECIFICATION FOR WELDED STEEL PLAIN BAR ORROD MATS FOR CONCRETE REINFORCEMENT.

DETAIL - PLAN - LIGHT BASE INSTALLATIONNOT TO SCALE

3

HIGH EARLY STRENGTHCONCRETEALL AROUND BASE ANDIN CONDUITTRENCH

GROUND ROD

REINFORCING CAGE

1

#6 BARE COPPERCOUNTERPOISE WIRE

2" SCH. 40PVC CONDUIT

(STEP 1, STEP 2 & STEP 3)

NEW L-862E THRESHOLD LIGHT

"D"

"D/2"

EDGE OFPAVEMENT

NOTE:"D" VERIES BETWEEN 10' OR 7'

1/2" THICK STEEL COVER

EXTERNALGROUND LUG

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET


D. BAKER

DRAWING NOTES:


LEGEND

ROFA

GSCAGSCA

VORCA

ROFA

RSA

VORCA

LOD LOD


VOR CRITICAL AREA

TIDAL VEGETATION







REMOVE EXISTING ELEVATED THRESHOLD LIGHTFIXTURE AND ISOLATION TRANSFORMER. RECORDLENS COLOR AND ORIENTATION AND STORE FORREINSTALLATION. REMOVE LIGHT BASE, CABLE, ANDINTERCONNECTION CONDUIT.

REMOVE EXISTING CABLE AND CONDUIT.

CUT EXISTING CONDUIT AS REQUIRED FOR REMOVALLIGHT BASE.

REMOVE EXISTING CABLE AND ABANDON CONDUIT INPLACE.

DISCONNECT RUNWAY EDGE LIGHT CIRCUIT TOWARDTHRESHOLD LIGHT.

REMOVE EXISTING REIL CONDUIT.

REMOVE EXISTING REIL JUNCTION CAN.

1

2

3

4

5

6

7

ELECTRICAL DEMOLITION

PLAN

04.020

DMO-4.01

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.


SIGNATURE/BLOCK:




STRATFORD

15-336

Filename:

Plotted: 02/07/2013

SCALE 1"=40'

40 800

SCALE IN FEET


D. BAKER

DRAWING NOTES:


LEGEND

ROFA

GSCAGSCA

VORCA

ROFA

RSA

VORCA

LOD LOD


VOR CRITICAL AREA

TIDAL VEGETATION







RE-INSTALL EXISTING RUNWAY THRESHOLD LIGHTFIXTURE AND TRANSFORMER ON NEW BASE

INSTALL NEW L-867 LIGHT BASE WITH 1/2" STEELCOVER AND INTERCONNECTION CONDUIT FORFUTURE RUNWAY THRESHOLD LIGHT FIXTURE

2" SCH. 40 PVC EMPTY CONDUIT

2" SCH. 40 PVC WITH 1-1/C L-828, 5KV, TYPE C CABLE

INSTALL 1-1/C L-828, 5KV, TYPE C CABLE IN EXISTINGCONDUIT

MAKE SPLICE TO EXISTING RUNWAY EDGE LIGHTCIRCUIT AT LOCATION OF EXISTING LIGHT FIXTURE

INSTALL NEW L-867 LIGHT BASE WITH 1/2" STEELCOVER FOR FUTURE TAXIWAY EDGE LIGHT FIXTURE

HAND EXCAVATE TO EXPOSE EXISTING CONDUIT,CONNECT EXISTING CONDUIT TO NEW CONDUIT

2" SCH. 40 PVC CONDUIT IN EXISTING PAVEMENT

2" SCH. 40 PVC CONDUIT IN EXISTING GRASS AREA

PROVIDE POWER AND CONTROL CABLES, MATCHEXISTING

TERMINATE CONDUIT 5 FEET FROM EXISTINGPAVEMENT AT 18 INCHES BELOW FINISHED GRADE,CAP AND SEAL CONDUIT FOR FUTURE USE

MAKE CONNECTION TO EXISTING REIL SYSTEM ASREQUIRED

1

2

3

4

5

6

7

8

9

10

11

ELECTRICAL SITE PLAN

04.021

ELE-4.01

12

13

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