DWGS_186192.pdf

PDF 10 MB Posted Aug 13, 2018

Attached to: Hobucken and Holly Ridge Tower Demolition
Solicitation number: N4008518B6192
Issued by: Department of the Navy Naval Facilities Engineering Command

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Amend_0002_186192.pdf	PDF	Aug 14, 2018
Amend_0001_186192.pdf	PDF	Aug 13, 2018
SPECS_186192.pdf	PDF	Aug 13, 2018

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MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

BUILDING 144 DEMOLITION

WO# 6525219

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

ILD

4 D

L F

ILI

C O

V E

R S

H E

E T

12766987

G-001

SITE LOCATION MAP - MCAS CHERRY POINT

BLDG 144

C U

N N

I N G

H A M

B L V D

C S T

A S T

E S T

INDEX OF DRAWINGS

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

ILD

4 D

L F

ILI

G E

N E

R A

L D

E M

N N

S A

N D

L E

G E

N D

12766988

G-002

P.O. BOX 15564

ILD

4 D

L F

ILI

B U

, S

E P

E M

12766989

CS101

SITE PLAN-DEMOLITION

P.O. BOX 15564

ILD

4 D

L F

ILI

B U

, S

E P

E W

W O

R K

12766990

CS102

SITE PLAN-NEW WORK

P.O. BOX 15564

ILD

4 D

L F

ILI

B U

, F

O R

12766991

CS103

FLOOR PLAN

EAST/WEST ELEVATIONS

NORTH/SOUTH ELEVATIONS

P.O. BOX 15564

ILD

4 D

L F

ILI

B U

, B U

V A

N S

12766992

CS104

FRAMING PLAN

BUILDING SECTION

WALL SECTION AT LOADING DOCK

P.O. BOX 15564

ILD

4 D

L F

ILI

B U

, P H

G R

A P

H S

12766993

CS105

PHOTO #1

PHOTO #2

PHOTO #3

PHOTO #4

PHOTO #5

PHOTO #6

PHOTO #7

PHOTO #8

PHOTO #9-INTERIOR VIEW

PHOTO #10-INTERIOR VIEW

PHOTO #11-INTERIOR VIEW

PHOTO #12-INTERIOR VIEW

ASPHALT PATCH

PH.(252) 633-0068

P.O. BOX 15564

ILD

4 D

L F

ILI

D E

12766994

CS501

PAVEMENT SECTION

SILT FENCE

VEGETATION PLAN

CHECK DAM

GRAVEL CONTROL ENTRANCE

NEW BERN, NC 28561

PH.(252) 633-0068

P.O. BOX 15564

ILD

4 D

L F

ILI

D E

12766995

CG501

P.O. BOX 15564

ILD

4 D

L F

ILI

D E

12766996

CU501

THRUST BLOCK

TRENCH SECTION

SEWER MAIN TERMINATION

CAP AT EXISTING WATER SERVICE

TERMINATION AT EXISTING MANHOLE TERMINATION AT EXISTING SEWER MAIN WITH LATERAL

L F

ILI

B U

, E

L S

N E

W W

O R

12766997

ES101

ELECTRICAL SITE PLAN

L F

ILI

NEW BERN, NC 28561

PH.(252) 633-0068

AVOLIS ENGINEERING, P.A.

P.O. BOX 15564

LICENSE NO. C-0706

ILD

4 D

6-28-18

AutoCAD SHX Text H

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PLUGGED

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TRENCH DRAIN

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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SCALE: 1" = 30'

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ES101

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ES101

AutoCAD SHX Text NC Grid NAD 2011

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SCALE: 1" = 30'

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AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text NC Grid NAD 2011

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WRIGHT ROAD

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BLDG 146 FFE=28.08

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EX. SECURITY FENCE

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EX. ASPHALT

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EX. CONCRETE LOADING DOCK

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BLDG 3769 FFE=25.76

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BLDG 147 FFE=28.38

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EX. CONC. RAMP

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6TH AVE

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EX. ASPHALT

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EX. GRAVEL

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EX. GRAVEL

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C ST

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EX. AIRCRAFT DISPLAY, TO REMAIN

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EX. ASPHALT

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EX. CONCRETE

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EX. CONCRETE LOADING DOCK

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EX. CONCRETE LOADING DOCK

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STEAM PIT#48

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STEAM PIT#43

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EX. JBOX

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EX. JBOX

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%%USPECIFIC WORK ITEMS (THIS SHEET)

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BLDG 4038

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PHANTOM RD

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C ST

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EX. ASPHALT

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EX. CONCRETE

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LOADING DOCK

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RAMP

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RAMP

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SMH RIM=24.36 INV 6"=16.65 INV=12.16±

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DI INV=RIM-1.9'±

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EX. ASPHALT

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EX. ASPHALT

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EX. ASPHALT

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EX. CONC. SIDEWALK

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SMH INV=RIM-10.8'

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SMH INV=RIM-8.7'

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EX. PAD-MOUNTED ELECTRICAL EQUIPMENT

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EX. SECURITY FENCE

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EX. ASPHALT

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SMH INV=RIM-3.5'

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(2) EX. MON. WELL TO REMAIN

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CMH A2702

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EMH MH-12A A1-A2

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EMH MH-12 A1-A2

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EX. PAD-MOUNTED TRANSFORMER

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EX. PANEL

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(919) 778-9064

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P.O. BOX 11527

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GOLDSBORO, NC 27532

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TEL:

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CHECKED BY

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PROJECT NO.

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DRAWN BY

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PROJECT MGR.

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D. HAM

AutoCAD SHX Text 217013

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B. JACKSON

AutoCAD SHX Text PROVIDE NEW (2) 4" PVC CONCRETE ENCASED DUCTBANK FROM EXISTING PAD-MOUNTED SWITCH TO NEW MANHOLE. FROM MANHOLE, PROVIDE 4" HDPE DIRECTIONAL BORED PIPE TO NEW TRANSFORMER LOCATION. INSTALL (3)#1/0AWG MEDIUM VOLTAGE CABLE WITHOUT SPLICES BETWEEN PAD-MOUNTED SWITCH AND NEW TRANSFORMER. PROVIDE 65K TYPE SML-20 FUSES IN SWITCH. PROVIDE NEW 150kVA TRANSFORMER AND SERVICE CONDUCTORS TO FEED BUILDING 146. ROUTE NEW RACEWAY BESIDE EXISTING ON EXTERIOR OF BUILDING AND CONTINUE TO CT CABINET ON INTERIOR. PROVIDE NEW 2" HDPE DIRECTIONAL BORED PIPE WITH 2#10 & 1#10G, FROM EXISTING 225kVA TRANSFORMER TO NEW PANEL "JL". GROUND PER DETAIL "D"/ES102. PROVIDE NEW UNDERGROUND RACEWAYS FROM PANEL "JL" TO EXISTING STEAM PIT DISCONNECT AND JET LIGHTS.

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NEW PANEL "JL"

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NEW MANHOLE

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ELECTRICAL LEGEND

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DESCRIPTION

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POWER POLE

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GUY WIRE

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STORM SEWER

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DOMESTIC WATER

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OVERHEAD ELECTRICAL

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UNDERGROUND ELECTRICAL

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UNDERGROUND COMMUNICATIONS

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TELEPHONE PEDESTAL

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NEW

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EXISTING

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OHE

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STORM DRAIN INLET

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COMMUNICATIONS MANHOLE

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ELECTRIC MANHOLE

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UGE

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SANITARY SEWER (GRAVITY)

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DITCH/SWALE CENTERLINE

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FIRE HYDRANT

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TPED

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UNDERGROUND ELECTRICAL MEDIUM VOLTAGE

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UGE

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UGEM

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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SCALE:

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MAXIMO WORK ORDER NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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AS NOTED

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 6525219

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JKA

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MSP

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JCA

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DESIGNED & ENGINEERED BY:

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SEAL

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AutoCAD SHX Text 31466

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AVOLIS ENGINEERING, P.A.

P.O. BOX 15564

LICENSE NO. C-0706

ILD

4 D

L F

ILI

B U

A L

D E

12766998

ES102

PAD MOUNTED TRANSFORMER

EQUIPMENT RACK (PANEL JL)

TYPICAL MADE GROUNDING ELECTRODE

PAD-MOUNTED TRANSFORMER DETAIL

ELECTRICAL NOTES

6-28-18

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SCALE:

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MAXIMO WORK ORDER NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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AS NOTED

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

AutoCAD SHX Text 6525219

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JKA

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MSP

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JCA

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DESIGNED & ENGINEERED BY:

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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(919) 778-9064

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P.O. BOX 11527

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GOLDSBORO, NC 27532

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TEL:

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CHECKED BY

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PROJECT NO.

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DRAWN BY

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PROJECT MGR.

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D. HAM

AutoCAD SHX Text 217013

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B. JACKSON

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

AutoCAD SHX Text 12" x30" DEEPCONCRETE CAISSON

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POST CAP

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2" GALVANIZED POST

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1 5/8" MIN, 12 GA. HOT DIP SUPPORT CHANNEL

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TO EXISTING TRANSFORMER

AutoCAD SHX Text #4G

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MINI-POWER CENTER TRANSFORMER

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MINI-POWER CENTER PANELBOARD

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PANEL "JL"

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PRIMARY

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SECONDARY

AutoCAD SHX Text 68"

AutoCAD SHX Text 41"

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TYP.

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8" TYP.

AutoCAD SHX Text 12"

AutoCAD SHX Text 60"

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AutoCAD SHX Text 84"

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FINISHED GRADE

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AutoCAD SHX Text %%uSECTION A-A

AutoCAD SHX Text %%uPLAN VIEW

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AutoCAD SHX Text NOTES: 1. SOIL UNDERNEATH PADS SHALL BE FREE OF ROOTS SOIL UNDERNEATH PADS SHALL BE FREE OF ROOTS AND OTHER ORGANIC MATERIALS AND BE THOROUGHLY TAMPED. TO PREVENT WASHING, EXERCISE CARE IN BACKFILLING AND GRADING AROUND PAD. 2. REINFORCE WITH #4 BARS ON A 12" x 12" GRID REINFORCE WITH #4 BARS ON A 12" x 12" GRID TIED SECURELY 3" ABOVE BASE ON CLEAN CONCRETE OR BRICK SUPPORTS. END OF BARS SHALL BE 3" FROM OUTSIDE EDGE OF PAD. 3. CONCRETE SHALL BE 5 1/2% AIR-ENTRAINED WITH CONCRETE SHALL BE 5 1/2% AIR-ENTRAINED WITH A MINIMUM 28 DAY STRENGTH OF 3000 PSI. MIXTURE SHALL BE 1:2:4 PROPORTIONS OF CEMENT, SAND, AND GRAVEL. 4. TOP SURFACE SHALL BE LEVEL, SMOOTH, AND TOP SURFACE SHALL BE LEVEL, SMOOTH, AND BEVELED APPROXIMATELY 3/8". 5. SERVICE CONDUIT SHALL BE LOCATED IN THE SERVICE CONDUIT SHALL BE LOCATED IN THE EXTREME RIGHT SIDE OF THE SECONDARY COMPARTMENT.

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#4 REBAR

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ES101

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ES102

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NOT TO SCALE

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ES102

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ES101

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NOT TO SCALE

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EQUIVALENT CONNECTION (TYPICAL)

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10' MIN.

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(TYPICAL)

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10' X 3/4" (THREE REQUIRED)

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COPPERCLAD OR COPPERWELD STEEL ROD,

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#4 BARE

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COPPER

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STRANDED

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CADWELD, THERMOWELD OR

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GRADE

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TO SERVICE PANEL

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ES102

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ES101

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NOT TO SCALE

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SECONDARY COMPARTMENT

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CONCRETE PAD

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GRADE

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TERMINATIONS

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LOW VOLTAGE CABLE

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SECONDARY CIRCUIT

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#4/0 BARE

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MIN

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GRADE.

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PAD. MIN 18" BELOW FINISHED

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ENCIRCLING ENTIRE CONCRETE

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#4/0 BARE COPPER GROUND LOOP

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#4/0, 600V INSULATION

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CORNER OF PAD.

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OF 4, 1 AT EACH

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GROUND ROD, TYP

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GROUND PAD (TYP OF 2)

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INSULATION

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PRIMARY CIRCUIT

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CONNECTOR

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LOAD BREAK

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PRIMARY NEUTRAL

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BUSHING INSERT

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BREAK OIL SWITCH

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2 POSITION LOAD

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CURRENT-LIMITING

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OIL-IMMERSED

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PRIMARY COMPARTMENT

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ARRESTERS

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SURGE

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TRANSFORMER

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BUSHING WELL

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BAYONET OIL-IMMERSED

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EXPULSION FUSES

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FUSES

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COPPER GROUNDING CONDUCTORS

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CABLE WELL

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ES101

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ES102

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MULTI-GROUNDED PRIMARY - WITH SURGE ARRESTERS

AutoCAD SHX Text : 1. ELECTRICAL PLANS ARE INTENDED TO PROVIDE INFORMATION FOR INSTALLATION OF A COMPLETE ELECTRICAL PLANS ARE INTENDED TO PROVIDE INFORMATION FOR INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM. PROVIDE ALL ESSENTIAL LABOR, MATERIALS & DEVICES REQUIRED TO PRODUCE A QUALITY END PRODUCT. THIS INCLUDES ALL REQUIRED CONTROL WIRING OR WIRING CALLED FOR BY THE MANUFACTURER. INSTALLATION SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS. 2. ALL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRICAL CODE (NEC). WORKMANSHIP ALL WORK SHALL COMPLY WITH THE 2014 NATIONAL ELECTRICAL CODE (NEC). WORKMANSHIP SHALL MEET OR EXCEED INDUSTRY STANDARDS. 3. PROVIDE MINIMUM 1" CONDUIT FOR ALL WIRING. CONDUIT ABOVE GRADE SHALL BE STEEL. PROVIDE MINIMUM 1" CONDUIT FOR ALL WIRING. CONDUIT ABOVE GRADE SHALL BE STEEL. CONDUIT BELOW GRADE MAY BE PVC CHANGING TO STEEL IN THE ELBOW TURNING UP. RIGID METAL SWEEPS AND RISER EXTENSIONS OF UNDER-SLAB CONDUITS SHALL BE PVC COATED OR TAPED 6" ON EITHER SIDE OF TRANSITION BETWEEN EARTH AND CONCRETE WITH 3M SCOTCHRAP 50, OR EQUAL. 4. PANELBOARDS FOR SERVICE ENTRANCE SHALL BE SERVICE ENTRANCE RATED. PROVIDE NEMA PANELBOARDS FOR SERVICE ENTRANCE SHALL BE SERVICE ENTRANCE RATED. PROVIDE NEMA 3R PANELBOARDS WHERE LOCATED OUTSIDE. PROVIDE COPPER NEUTRAL AND GROUNDING BARS IN ALL PANELBOARDS UNLESS NOTED OTHERWISE (ALUMINUM IS NOT ALLOWED). GROUND ALL SERVICE ENTRANCE PANELS AND RACEWAYS (BONDING BUSHINGS) IN ACCORDANCE WITH THE NEC. PROVIDE BOLT-IN BREAKERS UNLESS NOTED OTHERWISE. PANELS SHALL BE FULLY RATED FOR SHORT CIRCUIT CURRENT, SERIES RATINGS ARE NOT ALLOWED. PROVIDE ALL PROVIDE ALL PROVIDE ALL PANELBOARDS, SWITCHBOARDS, CONTROL PANELS, ETC. WITH WARNING SIGN FOR POTENTIAL ELECTRIC ARC FLASH HAZARDS PER NEC 110.16. 5. PROVIDE MACHINE TYPED PANEL SCHEDULES IN EACH PANEL INDICATING THE LOAD PROVIDE MACHINE TYPED PANEL SCHEDULES IN EACH PANEL INDICATING THE LOAD DESCRIPTION FOR EACH BREAKER. LABEL PANELS ON PANEL FACE WITH PHENOLIC LABELS INDICATING PANEL NUMBER OR LETTER DESIGNATION, VOLTAGE AND PHASE.

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(JET LIGHTING)

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SEAL

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ES103

ELECTRICAL RISER DIAGRAM #2

MINI POWER-ZONE PANELBOARD (JET LIGHTS) SCHEDULE

STANDARD ELECTRICAL MANHOLE (NONTRAFFIC)

PLUG-IN IRONS, CABLE RACK AND DUCT ENTRANCE

ELECTRICAL RISER DIAGRAM #1

DUCT BANK DUCT BANK

NEW BERN, NC 28561

PH.(252) 633-0068

AVOLIS ENGINEERING, P.A.

P.O. BOX 15564

LICENSE NO. C-0706

ILD

4 D

6-28-18

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IPT MARINE CORPS

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NAVAL STATION - NORFOLK, VA

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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(919) 778-9064

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P.O. BOX 11527

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GOLDSBORO, NC 27532

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TEL:

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CHECKED BY

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PROJECT NO.

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DRAWN BY

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PROJECT MGR.

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D. HAM

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B. JACKSON

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UNCLASSIFIED//FOR OFFICIAL USE ONLY

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ES103

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ES101

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NOT TO SCALE

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PANEL "A"

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200 AMP 208/120V 3 4 WIRE MAIN BREAKER

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EXISTING

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NEW 4#4/0 IN 4"C. CONCRETE ENCASED

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BY CONTRACTOR

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TRANSFORMER

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PAD BY E.C.

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MODEL PM9 BY S&C

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PAD MOUNT SWITCH

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EXISTING

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12.47KV

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NEW MANHOLE

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TOP, SIDES & BOTTOM

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#5 REINF. AT 6" EW

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AND FIG. 12, SIZE 28 RESPECTIVELY

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FED. SPEC. A-A-60005 FIG. 4, SIZE 28

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FOR MANHOLE FRAME & COVER, SEE

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WITH CEMENT MORTAR

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BRICK COLLAR LINED UP

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GROUND ROD & CLAMP

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SLOPE 1:40

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7/8" %%C PULLING-IN IRON

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DUCT ENTRANCE

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DUCT ENTRANCE

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DEEP SUMP

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MANHOLE DIMENSIONS

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TYPE

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C (AT HIGH PT.)

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TO SUMP

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LAP REINF. 24" (TYP.)

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WATERSTOP AT ALL

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CONSTR. JTS. (TYP.)

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%%UNOTES:

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FOR DETAILS OF CABLE RACKS,

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DUCT ENTRANCE AND PULLING-IN

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IRONS, SEE PLATE UG-7.

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MINIMUM CONCRETE COMPRESSIVE

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STRENGTH SHALL BE 3000 PSI.

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WALL OF MANHOLE

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%%U TYPICAL CABLE RACK

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%%U TYPICAL DUCT ENTRANCE

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DUCT

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INSIDE FACE

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OF MANHOLE

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%%U DETAIL OF PULLING-IN IRON

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7" MIN.

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7" MIN.

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%%UCAST IN PLACE

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CONCRETE WALL

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LOCKWASHER

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FILLET WELD

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6 1/2" X 2 1/2" X 3/16" PLATE

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%%UALTERNATE METHOD

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(MIN)

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2 1/2" RAD

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1"%%C NUT

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%%UNOTE

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ALL METAL PARTS SHALL

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BE HOT DIP GALVANIZED

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XFMR "W"

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10 KVA

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PANEL "JL"

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60 AMP 120/240V 1 3 WIRE MAIN BREAKER

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FINAL BACKFILL-9" LIFTS MAXIMUM

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BURIED WARNING AND

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IDENTIFICATION TAPE

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4" PVC SCH. 40 CONDUIT (TYPICAL OF 2)

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DUCT SPACER @ 5' O.C. MAXIMUM

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(3) #4 REBAR CONTINUOUS-BOTTOM

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(3) #4 REBAR CONTINUOUS-TOP

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PROVIDE 3" CLEAR COVER

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PROVIDE 3" CLEAR COVER

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#3 STIRRUP @ 36" O.C.

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PULL TAPE (TYPICAL EACH CONDUIT)

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SEE SPECIFICATIONS FOR

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BURY REQUIREMENTS

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3000LB CONCRETE DIED RED

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LOAD SERVED

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WIRE SIZE

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WIRE SIZE

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LOAD (AMPS)

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NO.

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CKT

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10K AIC

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PHASE

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NO.

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CKT

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LOAD SERVED

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LOAD (AMPS)

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CONDUIT

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SIZE

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CONDUIT

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SIZE

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BREAKER

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MAIN

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PANEL

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NEMA

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MOUNTED

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FEED

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SURFACE

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BOTTOM

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VOLT

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AMP (FEEDER SIZE)

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1%%C, 3 WIRE

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AMP (BUS RATING)

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MH 48 SUMP PUMP

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MH 43 SUMP PUMP

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SPARE

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JET LIGHTS

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JET LIGHTS

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SPARE

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SERVICE ENTRANCE RATED

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TRANSFORMER

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3#10 IN 1"C.

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SPARE

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ES103

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ES101

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NOT TO SCALE

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ES101

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NEW 3#1/0CU M.V. IN 4" HDPE

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EXISTING CT CABINET (BLDG. 146)

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ES103

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ES101

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NOT TO SCALE

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FINAL BACKFILL-9" LIFTS MAXIMUM

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BURIED WARNING AND

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IDENTIFICATION TAPE

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4" PVC SCH. 40 CONDUIT (TYPICAL OF 2)

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DUCT DONUT SPACER @ 5' O.C. MAXIMUM

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(3) #4 REBAR CONTINUOUS-BOTTOM

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(3) #4 REBAR CONTINUOUS-TOP

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PROVIDE 3" CLEAR COVER

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PROVIDE 3" CLEAR COVER

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#3 STIRRUP @ 36" O.C.

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PULL TAPE (TYPICAL EACH CONDUIT)

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SEE SPECIFICATIONS FOR

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BURY REQUIREMENTS

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3000LB CONCRETE DIED RED

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ES103

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NOT TO SCALE

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NEW 3#1/0CU M.V. IN 4" PVC CONCRETE ENCASED

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%%UNOTES:

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PROVIDE REINFORCING WHEN REQUIRED

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BY SPECIFICATIONS

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BLDG. 146

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SCALE:

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MAXIMO WORK ORDER NO.

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SHEET

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NAVFAC DRAWING NO.

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 10 MARCH 2009

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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AS NOTED

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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JKA

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MSP

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JCA

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DESIGNED & ENGINEERED BY:

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Sheets and Views

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