B.08 W912HN21B3004 Amd 0002 Drawings Vol 1 .pdf

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8+97

7+00

8+00

R

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R 71'

PASSIVE VEHICLE

BARRIER

SPLITTER

ISLAND

24" CURB AND

GUTTER (TYP)

PASSIVE VEHICLE

BARRIER

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NEW PAVEMENT

TO BE FLUSH

WITH EXISTING

NEW PAVEMENT

TO BE FLUSH

WITH EXISTING

NEW PAVEMENT

TO BE FLUSH

WITH OVERLAY

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Y

P

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NEW PAVEMENT

TO BE FLUSH

WITH OVERLAY

4' CONCRETE

SIDEWALK

N: 589158.26

E: 2310692.54

N: 589425.76

E: 2310433.46

N: 589499.36

E: 2310600.43

N: 589199.62

E: 2310571.27

R

SF PARKING

N: 589187.86

E: 2310361.24

N: 589275.74

E: 2310704.99

R

N: 589327.91

E: 2310415.89

LIMITS OF

CONSTRUCTION

LIMITS OF

CONSTRUCTION

N: 589238.13

E: 2310503.38

N: 589211.72

E: 2310413.30

N: 589209.48

E: 2310419.13

N: 589306.51

E: 2310280.50

N: 589283.00

E: 2310552.84

R

AVB AND END

SUPPORT

(30' SPAN SYSTEM)

SEE NOTES

R

R10-6a

BARRIER

WARNING

SIGN WITH

LIGHTING

BARRIER WARNING

SIGN WITH LIGHTING

BARRIER

SIGNAL

BARRIER

SIGNAL

N: 589242.61

E: 2310504.13

N: 589294.98

E: 2310242.27

N: 589170.85

E: 2310231.27

HVAC PAD

(3'x5')

CONC. PAD FOR ELEC. EQUIP.

(SEE ELECTRICAL PLANS FOR

DETAILS)

CONC. PAD FOR GEN.

(SEE ELECRICAL

PLANS FOR DETAILS)

N: 589299.03

E: 2310276.22

N: 589279.09

E: 2310293.17

N: 589281.13

E: 2310280.27

STOP BAR

R10-6a

4" SOLID YELLOW

LINE MARKING (TYP)

STOP BAR

STOP

BAR

4" SOLID YELLOW

DOUBLE STRIPE

MARKINGS

PRC: 2+23.22

PRC: 3+38.77

PT: 6+19.04

PC: 6+24.77

PT: 7+08.11

PC: 8+28.54

PT: 8+95.32

EP: 8+97.25

BP: -0+00.00

PT: 1+05.96

PC: 1+14.83

PT: 1+98.03

PC: 2+13.40

EP: 2+96.60

24" PITCHED

CURB AND GUTTER

N: 589303.23

E: 2310298.89

N: 589286.43

E: 2310294.01

N: 589286.51

E: 2310507.45

30" TALL YELLOW FLEXIBLE DELINEATORS,

WITH REFLECTIVE STRIPES, PERMANENTLY

ATTACHED TO SURFACE. (TYP) 13 TOTAL,

EVENLY SPACED - APPROX. 8' SPACING

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NEW

STOP

SIGN

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N: 589255.66

E: 2310540.48

R

N: 589189.54

E: 2310720.41

SIGN MONUMENT. SEE

A-603 & SB501 FOR

DETAIL. SEE ES105 &

ES505 FOR ELECTRONIC

SIGN DETAILS.

OVERWATCH

8' x 8'

R

R

4' CONCRETE SIDEWALK

W/ SYNTHETIC SURFACE

R4-7b

N: 589161.30

E: 2310669.05

PORTABLE GEN. CONC. PAD

(SEE ELECRICAL PLANS

FOR DETAILS)

N: 589292.91

E: 2310265.60

N: 589283.34

E: 2310276.40

SCALE: 1" = 30'

30' 60'0'

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K6ENDJRO 6/11/2021 11:54:32 AM P:\CIVIL3D PROJECTS\SEY0144\CIVIL\CAD\PLAN SHEETS\PNVKAG1073433-CS101-CS104.DWG

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GENERAL NOTES:

1. FOR BORING LOGS SEE B SHEETS.

2. FOR SIGN MONUMENT DETAILS, SEE

STRUCTURAL SHEET SB501 AND

ARCHITECTURAL SHEET A-603.

3. FOR ACTIVE VEHICLE BARRIER SYSTEM

(AVB) SEE ELECTRICAL DRAWING DETAILS

SHEET ES507.

4. FOR PAVEMENT AND MARKING DETAILS,

SEE SHEETS CS501 - CS502.

5. FOR SIDEWALK DETAILS, SEE SHEET CS501.

6. FOR CURB AND GUTTER DETAILS, SEE

SHEET CS502.

7. FOR FEATHERING CURB DETAIL, SEE

SHEET CS502.

8. FOR STOP BAR DETAIL, SEE SHEET CS502.

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BRICK ROWLOCK TOP

CHAMFER EDGE 1" EA. WAY

1/2" OVERHANG(TYP.)

#5 @ 6" O.C. EA. FACE

4" BRICK EA. SIDE

1½" CLEAR (TYP.)

CONC. SIDEWALK

(MAY VARY)

" E/J (TYP.)

(4) #7 TOP & BOTTOM

#5 @ 12" O.C. TOP & BOTTOM

FIN. GRADE

1'-6" d f bf

3" CLEAR (TYP.)

VEHICLE

WGT

SPEED df bf VERT. WALL

REINF.

COMMENTS

15,000 lbs 30 MPH 1'-9" 4'-6" #7 @ 6" DOUBLE ROW OF REINFORCING

3" CLEAR (TYP.)

3" CLEAR (TYP.)

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K6ENDJRO 6/11/2021 12:05:25 PM P:\CIVIL3D PROJECTS\SEY0144\CIVIL\CAD\PLAN SHEETS\PNVKAG1073433-CS501-CS503.DWG

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BARRIER WALL DETAIL

TWO FACE EXPOSED (TYP.)

N.T.S.

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NEW PAVEMENT

TO BE FLUSH

WITH EXISTING

NEW PAVEMENT

TO BE FLUSH

WITH OVERLAY

NEW PAVEMENT

TO BE FLUSH

WITH OVERLAY

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CI 2

EX DI 2

CI 3

MH 1

CI 4

DI 1

TC 104.35

FL 103.87

TC 104.50

FL 104.00

TC 104.50

FL 104.00

TC 104.00

FL 103.50

TC 104.50

FL 104.00

TC 104.00

FL 103.50

TC 104.50

FL 104.00

TC 104.00

FL 103.50

TC 104.50

FL 104.00

TC 104.00

FL 103.50

TC 104.90

FL 104.38

TC 104.00

FL 103.50

TC 103.60

FL 103.08

TC 104.00

FL 103.50

REPLACE EX DI

WITH 60" DI

RIM ELEV. 102.10

CURB AND GUTTER

TO MATCH EXISTING

CURB AND GUTTER

TO BE FLUSH WITH

EXISTING

SD

SD

SD

104.47

104.46

TC 104.00

FL 103.50

TC 105.00

FL 104.50

TC 104.60

FL 104.12

TC 103.75

FL 103.25

TC 103.50

FL 103.00

TC 104.00

FL 103.50

TC 104.50

FL 104.00

TC 104.00

FL 103.50

TC 105.00

FL 104.50

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FL 103.50

103.00

103.00

103.00

TC 104.35

FL 103.86

TC 105.50

FL 105.00

TC 104.50

FL 104.01

TC 104.50

FL 104.00

TC 105.50

FL 105.00

TC 105.50

FL 105.00

106.51

104.34

104.44

TC 104.85

FL 104.37

103.78

SEE BIO-SWALE DETAIL

ON SHEET CG501

SCALE: Custom

30' 61'0'

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K6ENDJRO 6/14/2021 9:54:19 AM P:\CIVIL3D PROJECTS\SEY0144\CIVIL\CAD\PLAN SHEETS\PNVKAG1073433-CG101-CG104.DWG

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NOTES:

1. REFER TO LANDSCAPE DRAWINGS FOR FINAL

STABILIZATION

2. 3" PVC SHALL CONTINUE OUT FROM AVB

DRAINAGE PIT TO CURB INLET CI 4. MINIMUM

SLOPE OF 1.0%.

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K6ENDJRO 6/14/2021 10:03:06 AM P:\CIVIL3D PROJECTS\SEY0144\CIVIL\CAD\PLAN SHEETS\PNVKAG1073433-CG501.DWG

CG501

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GROUND SURFACE

NOTE:

YARD HYDRANT

YARD HYDRANT

INTERNAL PARTS

" FEMALE I.P.S.

" I.P.S.

DRAIN PORT

OPERATING COUPLING

PACKING

OPERATING ROD

PLUNGER

M

I N

" HYDRANT

HOSE CONNECTION

VACCUUM BREAKER

YARD HYDRANT MUST BE ABLE

TO DRAIN WHEN VACUUM

BREAKER IS ATTACHED

YARD HYDRANT

N.T.S.

SLOPE TOP

OF CONCRETE

PC CONCRETE

1'-6"

1 2

WASHED STONE

STORM MANHOLE TYPE A

N.T.S.

STORM MANHOLE TYPE A

N.T.S.

FIRE HYDRANT

N.T.S.

GENERAL NOTES:

1. MAXIMUM BARREL EXTENSIONS ARE 18 INCHES AND SHALL BE WATEROUS

EXTENSION FOR WATEROUS HYDRANTS.

2. ALL HYDRANTS ARE TO BE SUPPLIED WITH A 6" FLANGED AND MECHANICAL JOINT

AUXILIARY VALVE THAT CONFORMS TO AWWA 500-80. ALL TRIM BOLTS ARE TO BE

STAINLESS STEEL.

3. ALL BELOW GRADE FASTENERS TO BE STAINLESS STEEL:

A. BOLTS AND THREADED RODS - GRADE #304

B. NUTS AND WASHERS - GRADE #300

4. MEGA-LUG RETAINERS MUST BE INSTALLED ON ALL MECHANICAL FITTINGS.

1'-6"

2"1'-1"2"

1'-0"

2'-7"

3'-0"

1'-6"

CONCRETE SPLASH BLOCK

N.T.S.

PLAN

FRONT

ISOMETRIC

SIDE

SCARIFY BOTTOM

2' PLANTING MEDIA

88% SAND

8% FINES

4% ORGANIC

FILTER FABRIC

(MIN. PERMEABILITY > 1.0 IN/HR)

BIO-SWALE

N.T.S.

PROTECT FROM

SOIL COMPACTION

DURING CONSTRUCTION

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GRASS SOD SEE

SHEET CE109 AND

LANDSCAPE PLANS

OPR

VEHICLE

INSPECTION

FACILITY

JUN

LIR

LIR

JUN

SOD

SD-2

SOD

SD-2

SOD

SD-2

HVAC SYSTEM

NORTHING: 589543.36

EASTING: 2310467.97

OPR

RHI

SCALE: 1" = 30'

30' 60'0'

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K6ENDGTM 6/11/2021 12:10:01 PM C:\USERS\K6ENDGTM\DESKTOP\PROJECTS\SEY0144\LNDSCP\DRAWINGS\SHEETS\PNVKAG1073433_LP101-LP104.DWG

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PLANT LEGEND:

SD-2

SOD

JUN

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Rhaphiolepis indica

Juniperus horizontalis

Liriope muscari

Ophiopogon japonicus

MULCH

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PLANT SCHEDULE

QNTY

ABBRV SCIENTIFIC NAME COMMON NAME PLANTING SIZE SPACING MISCELLANEOUS / REMARKS

TREES

QNTY

ABBRV SCIENTIFIC NAME COMMON NAME PLANTING SIZE SPACING MISCELLANEOUS / REMARKS

SD-2

SOD

Eremochloa ophiuroides

GRASS SOD

CENTIPEDE GRASS

SEE SOD SPECIFICATIONS & SHEET CE503135,000 SF

PIN Pinus taeda9 LOBLOLLY PINE

B & B OR CONT. ;

4-8' HT. MIN.

Know what'sbelow.

before you dig.Call

R

SYMBOL

QNTY

ABBRV SCIENTIFIC NAME COMMON NAME PLANTING SIZE SPACING MISCELLANEOUS / REMARKS

ILV Ilex vomitoria 'Stokes Dwarf'

SHRUBS & ORNAMENTAL GRASSES

66 DWARF YAUPON HOLLY

SYMBOL

2 GAL. CONT. AS SHOWN

AS SHOWN

SYMBOL

PINE STRAW MULCH

QNTY

ABBRV MATERIAL MISCELLANEOUS / REMARKS

MULCH

LANDSCAPE MATERIALS - MULCH

SHALL BE USED AROUND ALL PROPOSED TREES AND

WITHIN PLANTING BEDS (AROUND SHRUBS,

ORNAMENTAL GRASSES, & GROUNDCOVER PLANTS).

SYMBOL

NAN Nandina domestica7 HEAVENLY BAMBOO 3 GAL. CONT. AS SHOWN

MATURE GROWTH IS ~4-8' TALL AND

4-8' WIDE

ROS Rosmarinus officinalis

ROSEMARY AS SHOWN

MATURE GROWTH IS ~4-6' TALL

AND 6-8' WIDE

OPJ

Ophiopogon japonicus

150 MONDO GRASS 3" CONT. AS SHOWN

AKU Asalea kurume2 KURUME AZALEA 3 GAL. CONT. AS SHOWN

HEM

Hemerocallis spp.

61 DAYLILY 3" CONT. AS SHOWN

G

M

U S

E

RHI

Rhaphiolepis indica

7 INDIAN HAWTHORN 3 GAL. CONT. AS SHOWN

JUN

Juniperus horizontalis20,600 SF

CREEPING JUNIPER 1 GAL. CONT.

24"

BETWEEN

LIR

Liriope muscari

4,000 SF

LIRIOPE 3" CONT.

8"

BETWEEN

CLE

Cleyera japonica

8 JAPANESE CLEYERA

B & B OR CONT. ;

4-8' HT. MN. AS SHOWN

MATURE GROWTH IS ~8-15' TALL

AND 6-10' WIDE

MATURE GROWTH IS ~60' TALL AND

30' WIDE

MATURE GROWTH IS ~2-4' TALL

AND 3-4' WIDE

MATURE GROWTH IS ~0.5'-2'

TALL AND 4-5' WIDE

MATURE GROWTH IS ~0.5'-2'

TALL AND 4-5' WIDE

MATURE GROWTH IS ~3'-4'

TALL AND 4' WIDE

MATURE GROWTH IS ~3'-4'

TALL AND 3-4' WIDE

MATURE GROWTH IS ~1'-3'

TALL AND 1-2' WIDE

MATURE GROWTH IS ~0.5'-1'

TALL AND 1' WIDE

3 GAL. CONT.

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ABBREVIATIONS:

NEWEXISTING

EM EM

SW SW

ELECTRICAL LEGEND:

COMMUNICATIONS LEGEND:

GENERAL NOTES (SITE ELECTRICAL & COMMUNICATIONS):

NEWEXISTING

EH

UNDERGROUND COMMUNICATIONS DUCTLINE & CABLE

OR

COMMUNICATIONS RISER ON UTILITY POLE

COMMUNICATIONS PEDESTAL

COMMUNICATIONS HANDHOLE

COMMUNICATIONS MANHOLE

S

IT

E E

L E

C T

R

IC

A L C

O M

M U

N

IC

A T

IO

N S

L E

G E

N D G

E N

E R

A L N

O T

E S

EH

ES001

UTILITY POLE

CONTRACTOR AS INDICATED.

DEMOLITION TO BE PERFORMED BY THE

DP

C C

LH

CH#

CM#CM#

CH#

LH

UNDERGROUND AVB CONTROLS DUCTLINE & CABLE

P

TCTC

UNDERGROUND FIBER OPTIC DUCTLINE AND CABLE

EXIT ONLY XO

WEATHERPROOFWP

VARIABLE AIR VOLUME TERMINAL UNITVT

VOLTV

UNLESS OTHERWISE NOTEDUON

UNLESS OTHERWISE INDICATEDUOI

UNDERWRITERS LABORATORYUL

TYPICALTYP

TOWERTWR

TAXIWAYTW

SMOKE DAMPERSD

RUNWAYRW

PASSIVE INFRAREDPIR

PHASEPH

PAINTED AFTER FABRICATIONPAF

OCCUPANCY SENSOROS

NATIONAL SANITATION FOUNDATIONNSF

NUMBERNO.

NON FUSEDNF

NATIONAL ELECTRICAL CODE N.E.C.

NETWORK ENTERPRISE CENTERNEC

MEDIUM VOLTAGEMV

MAIN LUGS ONLYMLO

MOUNTING HEIGHTMH

MANUFACTURERMFR

MASTER CLOCK CONTROL PANELMCCP

MOLDED CASE BREAKERMCB

LOW VOLTAGE SWITCHLVS

LOW VOLTAGE LV

LIGHT EMITTING DIODELED

KILOWATT HOURKWH

INTRUSION DETECTION SYSTEMIDS

HERTZHZ

HEIGHTHT

HIGH POWER FACTORHPF

HORSEPOWERHP

REFRIGERATION

HEATING AIR CONDITIONING & HACR

GEORGIA POWER COMPANY GPC

GROUND FAULT PROTECTIONGFP

GROUND FAULT INTERRUPTERGFI

INTERRUPTER

GROUND FAULT CIRCUIT GFCI

GOVERNMENT INSTALLED

GOVERNMENT FURNISHED, GF/GI

CONTRACTOR INSTALLED

GOVERNMENT FURNISHED, GF/CI

GROUND G

ELECTRICAL MAN-HOLEEMH

COMBINATION FIRE/SMOKE DAMPERFSD

FIRE DAMPERFD

FIRE ALARM CONTROL PANELFACP

ELECTRIC WATER COOLEREWC

EXHAUST FANEF

COMMUNICATIONS MANHOLECMH

CIRCUITCKT

CIRCUIT BREAKERCB

CLOSED-CIRCUIT TELEVISION CCTV

CABLE TELEVISION CATV

CONDUITC

ACTIVE VEHICLE BARRIERAVB

AIR TRAFFIC CONTROL TOWERATCT

ABOVE FINISHED FLOORAFF

AMERICANS WITH DISABILITIES ACTADA

AMPEREA

LV SECONDARY POWER DISTRIBUTION, UNDERGROUND

LV POWER FEEDER, UNDERGROUND

AS INDICATED.

DEMOLITION TO BE PERFORMED BY THE CONTRACTOR

MV PRIMARY POWER DISTRIBUTION, AERIAL

MV PRIMARY POWER DISTRIBUTION, UNDERGROUND

ELECTRICAL MANHOLE

PAD MOUNTED SWITCH

STAND-BY GENERATOR; RATINGS AS INDICATED.

SIGN ILLUMINATION.

GROUND MOUNTED FLOODLIGHT FIXTURE FOR

SECURITY CAMERA

ELECTRICAL HANDHOLE FOR LIGHTING CIRCUITS

CIRCUITS

ELECTRICAL HANDHOLE FOR POWER DISTRIBUTION

PAD MOUNTED CABLE TERMINATING CABINET

ELECTRONIC UTILITY METER

POST MOUNTED

TRAFFIC SIGN WITH FLASHING TRAFFIC SIGNAL LIGHTS,

CONCRETE WHERE INSTALLED UNDER PAVEMENT.

#6 AWG Cu GROUND, IN 1" CONDUIT, UOI. ENCASE IN

LV LIGHTING CIRCUIT, UNDERGROUND; 2-#6 AWG Cu, POLE-MOUNTED LIGHT FIXTURE

NEUTRAL.

AUTOMATIC TRANSFER SWITCH; 4-POLE, SWITCHED

POWER DISTRIBUTION PANELBOARD.

WITH BARRIER SYSTEM.

TRAFFIC SIGNAL; POST MOUNTED. DEVICE PROVIDED

AND NUMBER OF PHASES AS INDICATED

PAD MOUNTED TRANSFORMER; QUANTITY, RATING 1-75-31-75-3

ATS

G

OTHERWISE INDICATED.

AND COMMUNICATIONS INDICATED AS EXISTING SHALL REMAIN UNDISTURBED UNLESS

OF ELECTRICAL AND COMMUNICATIONS INDICATED ON ALL ES-SHEETS. ALL ELECTRICAL

17. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION, REMOVAL AND NEW CONSTRUCTION

GENERATOR SWITCH ARE INCLUDED IN THE BID OPTION.

SERVICE FEEDER CONDUCTORS FROM THE GENERATOR SET TO THE AUXILLARY

GENERATOR SET TO THE GUARD HOUSE ARE INCLUDED THE BID OPTION. THE ELECTRICAL

OPTION. THE CONTROL AND MONITORING CIRCUITS FROM THE PERMANENTLY INSTALLED

16. (BID OPTION) THE PERMANENTLY INSTALLED GENERATOR SET INDICATED IS A BID

DETERMINED BY CONTACTING MR. HOWARD CRONK AT 919-722-7304.

15. LOCATION AND STATUS OF EXISTING BASE COMMUNICATIONS UTILITY LINES CAN BE

800-277-4105 AND REFERENCE N.O.C. TICKET NUMBER 378631.

UTILITIES CAN BE DETERMINED BY CONTACTING SEGRA LLC AT 833-467-3472 OR

14. LOCATION AND STATUS OF EXISTING PRIVATELY OWNED FIBER OPTIC CABLE

PROJECT.

13. NOT ALL SYMBOLS OR LINESTYLES SHOWN ON THE LEGEND ARE USED IN THE

BASE COMMUNICATIONS SQUADRON (BCS) .

THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR APPROVAL BY THE

SHALL TEST THE EXISTING COMMUNICATIONS LINE AND PROVIDE A REPORT TO THE

12. PRIOR TO SPLICING INTO ANY EXISTING COMMUNICATION LINE, THE CONTRACTOR

IT RECEIVES POWER.

PERMANENTLY MARKED TO IDENTIFY THE BUILDING, PANEL, AND CIRCUIT FROM WHICH

11. ALL OUTSIDE BRANCH CIRCUITS, HOME RUNS, AND FEEDERS SHALL BE

MECHANICAL TYPE. ALL SPARE DUCTLINES SHALL INCLUDE A PULL STRING.

10. ALL DUCTLINE SPARES SHALL BE SEALED, CAPPED, AND TAGGED. SEALS SHALL BE

THE PRESENCE OF THE COR.

9. DUCTLINES SHALL BE CLEANED AND MANDRELLED. MANDRELING SHALL BE DONE IN

NECESSARY TO BE FLUSH WITH NEW GRADE. SEE CIVIL PLATES FOR GRADE CHANGES.

8. THE ELEVATION OF EXISTING MANHOLE COVERS SHALL BE ADJUSTED WHEN

NOT ALLOWED.

7. CROSSOVERS IN COMMUNICATIONS MAINTENANCE HOLES AND HANDHOLES ARE

DAYS PRIOR TO INSTALLATION.

(BCS) THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) A MINIMUM OF 14

MAINTENANCE HOLES SHALL BE APPROVED BY THE BASE COMMUNICATIONS SQUADRON

6. THE EXACT LOCATION, ORIENTATION, AND DUCT TERMINATION OF COMMUNICATION

BACKBOARD.

PLANS FOR THE LOCATION OF THE MAIN COMMUNICATIONS BACKBOARD AND THE CATV

FOOTINGS TO AVOID CONFLICT. SEE THE INTERIOR ELECTRICAL POWER AND SIGNAL

COMMUNICATIONS SERVICE DUCTLINES INTO THE BUILDINGS WITH THE STRUCTURAL

5. THE CONTRACTOR SHALL COORDINATE THE EXACT ROUTING OF THE POWER AND

LINE.

OF THE UPPER LINE TO PREVENT TRANSFERRING ANY DIRECT LOAD ONTO THE LOWER

DIMENSION OF THE UTILITY LINE AND SHALL HAVE SUITABLE SUPPORTS ON EACH SIDE

ENCASEMENT, THE CLEARANCES SHALL BE MEASURED FROM THE OUTERMOST

WHERE THE MINIMUM SEPARATION SHALL BE 24". IN THE CASE OF CONCRETE

THE MINIMUM SEPARATION SHALL BE 12" VERTICALLY, EXCEPT FOR HOT WATER LINES

ELECTRICAL SAFETY CODE BUT NO LESS THAN 12 INCHES. IF UTILITIES ARE CROSSING,

LINES AND OTHER UTILITY LINES SHALL BE IN ACCORDANCE WITH IEEE C2 NATIONAL

THE HORIZONTAL AND VERTICAL SEPARATION BETWEEN ELECTRIC OR COMMUNICATION

HORIZONTALLY WHEN RUNNING ADJACENT. WHERE 36" SEPARATION IS IMPRACTICAL,

COMMUNICATION LINES AND OTHER UTILITY LINES SHALL BE 36" VERTICALLY AND 36"

WHEREVER PRACTICAL, THE MINIMUM SEPARATION BETWEEN ELECTRIC OR

4. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES.

IN TRENCHES.

DUCTLINES, OR CABLING AND PRIOR TO BACKFILLING NEW COMMUNICATIONS DUCTLINES

MINIMUM OF 14 DAYS PRIOR TO DEMOLISHING ANY EXISITNG COMMUNICATIONS EQUIPMENT,

SQUADRON (BCS) THROUGH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) A

3. THE CONTRACTOR MUST REQUEST APPROVAL FROM THE BASE COMMUNICATIONS

BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT.

WORK. ANY IDENTIFIED UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED

(COR). APPROVAL SHALL BE REQUESTED 14 DAYS PRIOR TO COMMENCEMENT OF

MANHOLES FOR APPROVAL BY THE CONTRACTING OFFICER'S REPRESENTATIVE

ROUTE OF EACH LINE AND INDICATE THE EXACT LOCATION OF ALL NEW DUCTS AND

CONTRACTOR. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL STAKE THE

APPROXIMATE. THE EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD BY THE

2. THE LOCATIONS OF EXISTING AND NEW UTILITIES SHOWN ON THE DRAWINGS ARE

WATER LINES, GAS LINES, AND ANY OTHER UTILITIES.

STORM DRAINS, SANITARY SEWERS, WATER LINES, HIGH TEMP WATER LINES, CHILLED

THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: POWER, COMMUNICATIONS, LIGHTING,

SHOWN ON THE CIVIL, LANDSCAPE, ENVIRONMENTAL, AND MECHANICAL SITE DRAWINGS.

1. ALL WORK SHALL BE COORDINATED WITH THE EXISTING AND NEW UTILITIES THAT ARE

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