Amend 0002 Revised drawings CD101 C101 C102 C103 S101 S102 S103 S601 ED101 ES101 E602.pdf

PDF 4 MB Posted Jun 11, 2021

Attached to: Munitions Storage Area (MSA) Expansion
Solicitation number: W50S87-21-B-5003
Issued by: Department of the Army North Carolina Army National Guard

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for a Munitions Storage Area (MSA) Expansion project at the North Carolina Army National Guard. The solicitation seeks bids for site work including demolition, site utilities, grading and paving. Construction drawings, specifications and other attachments provide details on the project scope. A pre-bid conference is scheduled for May 27th for interested bidders to visit the site. The solicitation does not provide pricing terms or response dates. The project involves expanding munitions storage facilities at the Charlotte ANG Base.

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ARMAG S74.pdf	PDF	Jun 8, 2021
Amend 0001 Revised drawings CD101 C101 C102 C103 ED101 ES101 E602.pdf	PDF	Jun 8, 2021
W50S87-21-B-5003-0001.pdf	PDF	Jun 8, 2021
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Questions and Answers1 MSA Expansion.pdf	PDF	Jun 8, 2021
Pre-bid sign in W50S87-21-B-5003.pdf	PDF	May 27, 2021
PreBidSlides W50S87-21-B-5003.pdf	PDF	May 27, 2021
Solicitation Attachment 7 - Pre-Bid Conference and Site Visit - Bid Drop-Off Map.pdf	PDF	May 18, 2021
Solicitation Attachment 1 - Drawings Vol 1 of 2 - General - Civil - Architectural - Structural.pdf	PDF	May 14, 2021
Solicitation Attachment 9 - Brand name justification - MSA - Best - Door hardware_Redacted.pdf	PDF	May 14, 2021
Solicitation Attachment 2 - Drawings Vol 2 of 2 - Mechanical - Plumbing - Fire Protection - Electrical.pdf	PDF	May 14, 2021
W50S87-21-B-5003.pdf	PDF	May 14, 2021
Solicitation Attachment 3 - Specifications.pdf	PDF	May 14, 2021
Solicitation Attachment 12 - 145 AW Contractor Safety Guide.pdf	PDF	May 14, 2021
Solicitation Attachment 10 - Brand name justification - MSA - Interior and Exterior Finishes_Redacted.pdf	PDF	May 14, 2021
Solicitation Attachment 7 - Pre-Bid Conference and Site Visit - Bid Drop-Off Map.pdf	PDF	May 14, 2021
Solicitation Attachment 8 - Brand name justification - MSA - Alerton_Redacted.pdf	PDF	May 14, 2021
Solicitation Attachment 4 - Statement of Work.pdf	PDF	May 14, 2021
Solicitation Attachment 5 - Geotechnical Report.pdf	PDF	May 14, 2021
Solicitation Attachment 11 - Brand name justification - MSA - Monaco_Redacted.pdf	PDF	May 14, 2021
Solicitation Attachment 6 - Visitor Request Worksheet.pdf	PDF	May 14, 2021
Solicitation Attachment 13 - 145 AW Contractor Security Guide.pdf	PDF	May 14, 2021

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SAWCUT AND REMOVE PAVEMENT FOR

TRENCH EXCAVATION FOR UTILITY SERVICES

CLEAR AND GRUB WOODED AREA

SAWCUT AND REMOVE PAVEMENT FOR

MUNITIONS STORAGE MAGAZINE CONSTRUCTION

REMOVE SECTION OF ABANDONED WATER

MAIN FOR RELOCATION WORK

MILLING OF SURFACE COURSE PAVEMENT, 2" DEPTH

REMOVE ELECTRICAL AND COMMUNICATION LINES, REMOVE

CONNECTIONS TO EXISTING STRUCTURES AND ABANDON

CONDUITS IN PLACE. REMOVE EXISTING CONDUITS AT

UTILITY CONFLICTS. ABANDON CONDUITS IN PLACE BY

CUTTING AND CAPPING AND FILLING WITH FLOWABLE FILL.

REFER TO DRAWING ED101 FOR ADDITIONAL INFORMATION

EXISTING BUILDING NO. 74 TO BE RAZED

DISCONNECT EXISTING 6"Ø FIRE WATER

SERVICE AND CAP. DISCONNECT EXISTING 2"Ø

POTABLE WATER SERVICE FOR RECONNECTION

ICV

S S

PARCEL 11510205

CITY OF CHARLOTTE

PARCEL 11510205

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PARCEL 11521103A

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PARCEL 11521103A

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TEMPORARY SILT FENCE FOR SOIL

EROSION CONTROL

TREELINE AND LIMITS OF CLEARING

OPTION 1: REMOVE EXISTING PAVEMENT PARKING

STRIPING WITHOUT DAMAGING EXISTING PAVEMENT

WITH WATER BLASTING OR APPROVED EQUAL

OPTION 1: EXCAVATE AND REMOVE

TOPSOIL AND SUBGRADE FOR PARKING

EXPANSION AND FOR SIDEWALK EXTENSION

SAWCUT AND REMOVE PAVEMENT FOR

TRENCH EXCAVATION FOR UTILITY SERVICES

S S

SAWCUT AND REMOVE PAVEMENT FOR TRENCH

EXCAVATION FOR ELECTRICAL SERVICE

DISCONNECT AND ABANDON EXISTING COMMUNICATION

SERVICE. REMOVE CONDUIT CONNECTIONS TO EXISTING

STRUCTURES. ABANDON EXISTING CONDUITS BY CUTTING

AND CAPPING AND FILLING WITH FLOWABLE FILL.

DISCONNECT EXISTING SANITARY SERVICE AND CAP

ABANDON EXISTING COMMUNICATION SERVICE AND

REMOVE CONNECTIONS TO EXISTING STRUCTURES.

ABANDON IN PLACE BY CUTTING AND CAPPING

CONDUITS AND FILLING WITH FLOWABLE FILL.

REMOVE (8) BOLLARDS FOR MUNITIONS

STORAGE MAGAZINE CONSTRUCTION

REMOVE ELECTRICAL EQUIPMENT AND (4) BOLLARDS

FOR CONSTRUCTION OF ELECTRICAL EQUIPMENT. REFER

TO DRAWING ED101 FOR ADDITIONAL INFORMATION

SAWCUT AND REMOVE PAVEMENT FOR

TRENCH EXCAVATION FOR ELECTRICAL

AND COMMUNICATION SERVICE

REMOVE CONCRETE PAD FOR MUNITIONS

STORAGE MAGAZINE CONSTRUCTION

REMOVE PORTION OF CONCRETE SLAB FOR M&I

MAGAZINE CONSTRUCTION. SAW CUT

CONCRETE PRIOR TO REMOVAL

EXISTING STEEL BUILDING NOS. 71 AND 73 TO BE RAZED

EXISTING PAVEMENT TO BE REMOVED

WITHIN BUILDING LIMITS

TEMPORARY SILT FENCE FOR SOIL EROSION

CONTROL

OPTION 1 LIMIT OF PAVEMENT REMOVAL

OPTION 1: EXISTING PAVEMENT TO

BE REMOVED OUTSIDE OF

BUILDING LIMITS

SAWCUT AND REMOVE PAVEMENT FOR TRENCH

EXCAVATION FOR UTILITY SERVICES. REFER TO

DRAWING ED101 FOR ADDITIONAL INFORMATION

SCALE: 1" = 30'

60300

SCALE: 1" = 30'

DEMOLITION SITE PLAN

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

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SHEET OF 53

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VICINITY MAP

(NOT TO SCALE)

LEGEND

SIGN

WATER METER

WATER VALVE

HYDRANT

SANITARY SEWER MANHOLE

TELEPHONE PEDESTAL

MONITORING WELL

UTILITY POLE

LIGHT POLE

GUY WIRE

DROP INLET

RCP REINFORCED CONCRETE PIPE

D STORM DRAINAGE MANHOLE

ELECTRIC BOX

EXISTING BOLLARD

MISC. UTILITY BOX

IRRIGATION CONTROL VALVE

BFP BACKFLOW PREVENTER

TBM TEMPORARY BENCHMARK

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D r

M i n u t e m a n

W a y

M in u t e m a n

W a y

EMERGENCY SHUT-OFF VALVE

WATER FAUCET

GATE TELEPHONE

HAZARDOUS WASTE SATELLITE

CD101

TYPE B-3 SUBMISSION

DEMOLITION SITE PLAN

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NOTES:

1. ALL MATERIAL SHALL BE PROPERLY DISPOSED OF AT AN APPROVED OFF-SITE LOCATION IN

ACCORDANCE WITH ALL FEDERAL, STATE, AND COUNTY AND MUNICIPAL REGULATIONS.

2. CONTRACTOR SHALL PROVIDE LEGIBLE, CLEAR COPIES OF ALL DISPOSAL TICKETS, WASTE

MANIFESTS, BILLS OF LADING, CHAINS OF CUSTODY, ETC. TO THE GOVERNMENT.

3. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL TRENCHING LOCATIONS FOR CONDUITS AND

DUCT BANKS.

OVERHEAD UTILITIES

SS SANITARY SEWER LINE

W W WATER LINE

STORM SEWER LINE

GAS SERVICE LINE

COMMUNICATION LINE

TEMPORARY SILT FENCE

E ELECTRIC LINE

GAS LINE

CONSTRUCTION PHASING:

STAGE 1: CONSTRUCTION OF ADMINISTRATION BUILDING AND REQUIRED DEMOLITION WITHIN

ADMINISTRATION BUILDING EXTENTS.

STAGE 2: CONSTRUCTION OF TEMPORARY STORAGE SITE.

STAGE 3: DEMOLITION OF EXISTING BUILDINGS AND CONSTRUCTION OF 15' X 20' M&I MAGAZINE

AND CONSTRUCTION OF 44' X 40.5' STORAGE MAGAZINE.

STAGE 4: DECONSTRUCT TEMPORARY STORAGE SITE.

BOLLARD

AutoCAD SHX Text

CATCH BASIN RIM:656.93'

AutoCAD SHX Text

CATCH BASIN RIM:656.81'

AutoCAD SHX Text

CATCH BASIN RIM:659.95'

AutoCAD SHX Text

CATCH BASIN RIM:659.96'

AutoCAD SHX Text pavement edge

AutoCAD SHX Text back of curb

AutoCAD SHX Text fence line

AutoCAD SHX Text

MINUTEMAN WAY

AutoCAD SHX Text Gate

AutoCAD SHX Text Sectionalizer

AutoCAD SHX Text

AutoCAD SHX Text Transformer

AutoCAD SHX Text Vault

AutoCAD SHX Text

BFP

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

FFE:689.71'

AutoCAD SHX Text asphalt

AutoCAD SHX Text concrete

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text pavement edge

AutoCAD SHX Text concrete

AutoCAD SHX Text Fence line

AutoCAD SHX Text Tree line

AutoCAD SHX Text 10" Oak

AutoCAD SHX Text gravel

AutoCAD SHX Text

TBM FLANGE BOLT ON HYDRANT ELEV.:688.83'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

INV.:681.25'

AutoCAD SHX Text

SDMH RIM:687.85' INV.IN:682.45' INV. OUT:682.02'

AutoCAD SHX Text

INV.:680.60'

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

INV.:685.51'

AutoCAD SHX Text

INV.:686.05'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

SDMH RIM:689.29' INV.IN:681.19' (S) INV. IN:681.29' (SW) INV. OUT:681.04'

AutoCAD SHX Text

DROP INLET RIM:687.90' INV. OUT:682.97'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

CURB INLET TOP CURB:688.46' INV. OUT:682.80'

AutoCAD SHX Text

EXISTING STEEL BUILDING

AutoCAD SHX Text

EXISTING STEEL BUILDING

AutoCAD SHX Text 40.0'

AutoCAD SHX Text 13.4'

AutoCAD SHX Text

SSMH RIM:690.51' INV.IN:684.71' INV. OUT:684.41'

AutoCAD SHX Text

SSMH RIM:684.23' INV.IN:676.88' INV. OUT:676.83'

AutoCAD SHX Text

SSMH RIM:673.03' INV.IN:664.13' INV. OUT:663.93'

AutoCAD SHX Text

POSSIBLE JUNCTION BLOCK, UNFOUND

AutoCAD SHX Text 19.8'

AutoCAD SHX Text 39.8'

AutoCAD SHX Text

ICV

AutoCAD SHX Text

RIPRAP CONDUIT OUTLET PROTECTION

TREELINE AND LIMITS OF CLEARING

OPTION 1: 5' WIDE CONCRETE ABA SIDEWALK

(5% MAX. RUNNING SLOPE) AND CROSSWALK

44'x40.5' STORAGE MAGAZINE (AGM-1)

111' EXPLOSIVE ARC (IBD FOR AGM-1)

100' EXPLOSIVE ARC (IBD &

PTRD FOR EOL-1)

44'-8" X 21'-4" ADMINISTRATION BUILDING

F.F. ELEV.: 683.35'

ICV

S S

PARCEL 11510205

CITY OF CHARLOTTE

PARCEL 11510205

CITY OF CHARLOTTE

PARCEL 11521103A

CITY OF CHARLOTTE

PARCEL 11521103A

CITY OF CHARLOTTE

S S

W W

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RESTORE DRIVEWAYS FOR

UNDERGROUND SERVICES (TYP.)

CONCRETE PAD FOR MECHANICAL EQUIPMENT SET 3'

AWAY FROM BUILDING. SEE DETAIL ON MECHANICAL

DRAWINGS FOR FURTHER INFORMATION

2" THICK NCDOT S9.5C HOT MIX ASPHALT SURFACE COURSE.

CONTRACTOR SHALL SWEEP AND APPLY TACK COAT PRIOR

TO SURFACE COURSE INSTALLATION

15' LONG MODULAR BLOCK RETAINING WALL

TOP OF WALL ELEV.: 680'

BOTTOM OF WALL ELEV.: 678'

(11) CONCRETE FILLED STEEL BOLLARDS

FOR VEHICLE PROTECTION @ 5' O.C.

OPTION 1: PAVEMENT WIDENING FOR 9' X

18' STALL PARKING IMPROVEMENTS

OPTION 1: ABA PARKING STALL WITH TRAFFIC

MARKING, SIGNAGE, AND STRIPED ACCESS

AISLE. ABA STALL WITH 2.0% MAX. SLOPES.

OPTION 1: TRAFFIC STRIPING TO

PREVENT PARKING WITHIN OFFSET

RADIUS FROM M&I BUILDING

TW 680'

BW 678'

TW 680'

BW 678'

685.55'

S S

24'

OPTION 1: CROSSWALK

WITH TRAFFIC MARKING

7' 8"

15' X 20' M&I MAGAZINE (EOL-1)

RESTORE EXISTING FENCES, GATES, AND

ACCESS TELEMETRY/CONTROLS FOR

ANY UTILITY SERVICE WORK

OPTION 1: 9" X 6' PRECAST

CONCRETE WHEEL STOP

(8) CONCRETE FILLED STEEL

BOLLARDS FOR VEHICLE PROTECTION

EU/C

E U

10' X 8' CONCRETE ABA ENTRANCE

SIDEWALK (5% MAX. RUNNING SLOPE)

EMERGENCY SHOWER AND EYE/FACE WASH

UNIT WITH HEAT TRACE. SEE PLUMBING

DRAWINGS FOR FURTHER INFORMATION

103' STANDOFF (PTRD FOR AGM-1)

40.5

35'

(11) CONCRETE FILLED STEEL

BOLLARDS FOR VEHICLE PROTECTION

2" THICK NCDOT S9.5C HOT MIX ASPHALT SURFACE COURSE, WITH

5" THICK NCDOT I19.0C STABILIZED BASE COURSE WITH 6" THICK

DGA ON TOP OF SELECT BACKFILL. CONTRACTOR SHALL SWEEP

AND APPLY TACK COAT PRIOR TO INSTALLATION. MAINTAIN

POSITIVE DRAINAGE AWAY FROM BUILDING EXTENTS.

4" THICK, AIR ENTRAINED 4,500 PSI CONCRETE, SEE

SIDEWALK DETAIL. MAINTAIN POSITIVE DRAINAGE

AROUND BUILDING EXTENTS. INSTALL BITUMINOUS

EXPANSION JOINTS BETWEEN CONCRETE AND

EXISTING CONCRETE AND BUILDING. SEAL

EXPANSION JOINTS WITH SILICONE SEALANT.

(4) CONCRETE FILLED STEEL

BOLLARDS FOR VEHICLE PROTECTION

REPLACE ASPHALT PAVEMENT

FOR ELECTRICAL AND

COMMUNICATION SERVICE. (TYP.)

10'

5.5'

5.2'

REPLACE ASPHALT PAVEMENT FOR FIRE WATER

SERVICE AND POTABLE WATER SERVICE.

REPLACE ASPHALT PAVEMENT FOR

ELECTRICAL SERVICE

6" CONC. SLAB

SEE STRUCTURAL DRAWINGS

6" CONC. SLAB

SEE STRUCTURAL DRAWINGS

6" CONC. SLAB

SEE STRUCTURAL DRAWINGS

6" CONC. SLAB

SEE STRUCTURAL DRAWINGS

6" CONC. SLAB

SEE STRUCTURAL DRAWINGS

SCALE: 1" = 30'

60300

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

P r o j e c t

N o

J R

C h a r l o t t e

A s e

D I A

N o r r o l i n a

A i r

N a t i o n a l

G u a r d

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

.34

| m ott ma c.c om

E, N

C o n v e r s i o n

M p a n s i o n

SHEET OF 53

06/08/2021MV FEEDER & CONDUIT1

SIGN

WATER METER

WATER VALVE

HYDRANT

SANITARY SEWER MANHOLE

TELEPHONE PEDESTAL

MONITORING WELL

UTILITY POLE

LIGHT POLE

GUY WIRE

DROP INLET

RCP REINFORCED CONCRETE PIPE

OVERHEAD UTILITIES

D STORM DRAINAGE MANHOLE

ELECTRIC BOX

EXISTING BOLLARD

MISC. UTILITY BOX

IRRIGATION CONTROL VALVE

BFP BACKFLOW PREVENTER

TBM TEMPORARY BENCHMARK

EMERGENCY SHUT-OFF VALVE

WATER FAUCET

GATE TELEPHONE

HAZARDOUS WASTE SATELLITE

SCALE: 1" = 30'

SITE PLAN

C101

TYPE B-3 SUBMISSION

SITE PLAN

LP/MV

D W

A M

S E

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P P

D A

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C A

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S A

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U B

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O E

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SS SANITARY SEWER LINE

W W WATER LINE

STORM SEWER LINE

GAS SERVICE LINE

COMMUNICATION LINE

TEMPORARY SILT FENCE

E ELECTRIC LINE

GAS LINE

NOTE:

1. SEE DRAWING CD101 FOR PHASING SEQUENCE

2. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL

TRENCHING LOCATIONS FOR CONDUITS AND DUCT

BANKS.

VICINITY MAP

(NOT TO SCALE)

I-85

SITE

Exit

10A

Exit

U S

H W

W ilk in s o n B lv d

B i l l y

G r a h a m

P k w y

M o r r e s t F li g h t

D r

M i n u t e m a n

W a y

M in u t e m a n

W a y

BOLLARD

AutoCAD SHX Text

CATCH BASIN RIM:656.93'

AutoCAD SHX Text

CATCH BASIN RIM:656.81'

AutoCAD SHX Text

CATCH BASIN RIM:659.95'

AutoCAD SHX Text

CATCH BASIN RIM:659.96'

AutoCAD SHX Text pavement edge

AutoCAD SHX Text back of curb

AutoCAD SHX Text fence line

AutoCAD SHX Text

MINUTEMAN WAY

AutoCAD SHX Text Gate

AutoCAD SHX Text Sectionalizer

AutoCAD SHX Text

AutoCAD SHX Text Transformer

AutoCAD SHX Text Vault

AutoCAD SHX Text

BFP

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

FFE:689.71'

AutoCAD SHX Text asphalt

AutoCAD SHX Text concrete

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text pavement edge

AutoCAD SHX Text concrete

AutoCAD SHX Text Fence line

AutoCAD SHX Text Tree line

AutoCAD SHX Text 10" Oak

AutoCAD SHX Text gravel

AutoCAD SHX Text

TBM FLANGE BOLT ON HYDRANT ELEV.:688.83'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

INV.:681.25'

AutoCAD SHX Text

SDMH RIM:687.85' INV.IN:682.45' INV. OUT:682.02'

AutoCAD SHX Text

INV.:680.60'

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

INV.:685.51'

AutoCAD SHX Text

INV.:686.05'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

SDMH RIM:689.29' INV.IN:681.19' (S) INV. IN:681.29' (SW) INV. OUT:681.04'

AutoCAD SHX Text

DROP INLET RIM:687.90' INV. OUT:682.97'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

CURB INLET TOP CURB:688.46' INV. OUT:682.80'

AutoCAD SHX Text

SSMH RIM:690.51' INV.IN:684.71' INV. OUT:684.41'

AutoCAD SHX Text

SSMH RIM:684.23' INV.IN:676.88' INV. OUT:676.83'

AutoCAD SHX Text

SSMH RIM:673.03' INV.IN:664.13' INV. OUT:663.93'

AutoCAD SHX Text

POSSIBLE JUNCTION BLOCK, UNFOUND

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

ICV

OPTION 1: RESTORE AREA WITH

TOPSOIL, FERTILIZER, SEED, AND

STRAW MULCH

RESTORE AREA WITH TOPSOIL,

FERTILIZER, SEED, AND STRAW MULCH

RESTORE AREA WITH TOPSOIL,

FERTILIZER, SEED, AND STRAW MULCH

RESTORE AREA WITH TOPSOIL, FERTILIZER,

SEED, AND STRAW MULCH

ICV

S S

PARCEL 11510205

CITY OF CHARLOTTE

PARCEL 11510205

CITY OF CHARLOTTE

PARCEL 11521103A

CITY OF CHARLOTTE

PARCEL 11521103A

CITY OF CHARLOTTE

S S

W W

E E

S S

RESTORE AREA WITH TOPSOIL,

FERTILIZER, SEED, AND STRAW MULCH

RIPRAP CONDUIT OUTLET PROTECTION

RESTORE AREA WITH TOPSOIL,

FERTILIZER, SEED, AND STRAW MULCH

RESTORE AREA WITH TOPSOIL, FERTILIZER,

SEED, AND STRAW MULCH

SCALE: 1" = 30'

60300

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

P r o j e c t

N o

J R

C h a r l o t t e

A s e

D I A

N o r r o l i n a

A i r

N a t i o n a l

G u a r d

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

.34

| m ott ma c.c om

E, N

C o n v e r s i o n

M p a n s i o n

SHEET OF 53

06/08/2021MV FEEDER & CONDUIT1

SIGN

WATER METER

WATER VALVE

HYDRANT

SANITARY SEWER MANHOLE

TELEPHONE PEDESTAL

MONITORING WELL

UTILITY POLE

LIGHT POLE

GUY WIRE

DROP INLET

RCP REINFORCED CONCRETE PIPE

D STORM DRAINAGE MANHOLE

ELECTRIC BOX

EXISTING BOLLARD

MISC. UTILITY BOX

IRRIGATION CONTROL VALVE

BFP BACKFLOW PREVENTER

TBM TEMPORARY BENCHMARK

EMERGENCY SHUT-OFF VALVE

WATER FAUCET

GATE TELEPHONE

HAZARDOUS WASTE SATELLITE

SCALE: 1" = 30'

LANDSCAPE PLAN

C102

TYPE B-3 SUBMISSION

LANDSCAPE PLAN

D W

A M

S E

R S

O E

P P

D A

T A

L O

C A

L P

R O

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C T

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K D

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T U

S E

W D

M S

C A

N G

S A

E S

U B

A T

O E

A T

OVERHEAD UTILITIES

SS SANITARY SEWER LINE

W W WATER LINE

STORM SEWER LINE

GAS SERVICE LINE

COMMUNICATION LINE

TEMPORARY SILT FENCE

E ELECTRIC LINE

GAS LINE

NOTE:

1. SEE DRAWING CD101 FOR PHASING SEQUENCE

2. RESTORE ALL DISTURBED AREAS WITH TOPSOIL, FERTILIZER, SEED AND

STRAW MULCH

VICINITY MAP

(NOT TO SCALE)

I-85

SITE

Exit

10A

Exit

U S

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M in u t e m a n

W a y

BOLLARD

AutoCAD SHX Text

CATCH BASIN RIM:656.93'

AutoCAD SHX Text

CATCH BASIN RIM:656.81'

AutoCAD SHX Text

CATCH BASIN RIM:659.95'

AutoCAD SHX Text

CATCH BASIN RIM:659.96'

AutoCAD SHX Text pavement edge

AutoCAD SHX Text back of curb

AutoCAD SHX Text fence line

AutoCAD SHX Text

MINUTEMAN WAY

AutoCAD SHX Text Gate

AutoCAD SHX Text Sectionalizer

AutoCAD SHX Text

AutoCAD SHX Text Transformer

AutoCAD SHX Text Vault

AutoCAD SHX Text

BFP

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

FFE:689.71'

AutoCAD SHX Text asphalt

AutoCAD SHX Text concrete

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text pavement edge

AutoCAD SHX Text concrete

AutoCAD SHX Text Fence line

AutoCAD SHX Text Tree line

AutoCAD SHX Text 10" Oak

AutoCAD SHX Text gravel

AutoCAD SHX Text

TBM FLANGE BOLT ON HYDRANT ELEV.:688.83'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

INV.:681.25'

AutoCAD SHX Text

SDMH RIM:687.85' INV.IN:682.45' INV. OUT:682.02'

AutoCAD SHX Text

INV.:680.60'

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

INV.:685.51'

AutoCAD SHX Text

INV.:686.05'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

SDMH RIM:689.29' INV.IN:681.19' (S) INV. IN:681.29' (SW) INV. OUT:681.04'

AutoCAD SHX Text

DROP INLET RIM:687.90' INV. OUT:682.97'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

CURB INLET TOP CURB:688.46' INV. OUT:682.80'

AutoCAD SHX Text

SSMH RIM:690.51' INV.IN:684.71' INV. OUT:684.41'

AutoCAD SHX Text

SSMH RIM:684.23' INV.IN:676.88' INV. OUT:676.83'

AutoCAD SHX Text

SSMH RIM:673.03' INV.IN:664.13' INV. OUT:663.93'

AutoCAD SHX Text

POSSIBLE JUNCTION BLOCK, UNFOUND

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

ICV

0+00 1+00

CATCHBASIN

RIM 682.8'

CATCHBASIN

RIM 682.5'

HEADWALL OUTLET

INV. 677.3'

23 LF - 15"

Reinforced Concrete Pipe

@ 0.44%

I N

30 LF - 15"

Reinforced Concrete Pipe

@ 1.00%

I N

EXISTING

GRADE

NOTE:

REINFORCED CONCRETE PIPE SHALL BE ASTM CLASS III PIPE.

4" Ø PVC SDR- 35

SANITARY LATERAL

SLOPE GRADE TO

CATCHBASIN

2" Ø GAS SERVICE

2" Ø WATER SERVICE

6" Ø FIRE WATER SERVICE

COMMUNICATION

DUCT BANK

EU/C

E U

RELOCATE EXISTING 8" Ø C900 PVC WATER MAIN

15"Ø RCP STORM SEWER

CORE AND SEAL MANHOLE FOR LATERAL CONNECTION

AND RECONSTRUCT CHANNEL AND BENCHING

2"Ø WATER SERVICE

ELECTRICAL AND COMMUNICATION SERVICES,

SEE SHEET ES101 FOR CONTINUATION

REMOVE EXISTING UNDERGROUND

COMMUNICATION LINES AS NECESSARY

ICV

S S

PARCEL 11510205

CITY OF CHARLOTTE

PARCEL 11510205

CITY OF CHARLOTTE

PARCEL 11521103A

CITY OF CHARLOTTE

PARCEL 11521103A

CITY OF CHARLOTTE

S S

W W

E E

INV.

677.0'

4"Ø SDR-35 PVC SANITARY SEWER LATERAL

@ 3.08% SLOPE WITH (2) CLEANOUTS

GRT

682.8'

INV.

677.6'

INV.:

680.70'

6" Ø PVC ROOF DRAIN HEADER PIPE SYSTEM WITH DISCHARGE

TO RIPRAP INCLUDING CLEANOUT ASSEMBLIES AS NECESSARY

AND DOWNSPOUTS WITH CLEANOUTS

2" Ø NATURAL GAS SERVICE

COMMUNICATION LINE SERVICE

S S

CONTRACTOR SHALL PERFORM TEST PIT TO VERIFY

MATERIAL AND SIZE OF EXISTING WATER MAIN

ELECTRICAL SERVICE, SEE SHEET ES101

FOR CONTINUATION

PRECAST CONCRETE

FLAT GRATE STORM

SEWER INLETS

GRT 682.5'

INV. 677.5'

3: STONE RIPRAP CONDUIT OUTLET

PROTECTION WITH FILTER FABRIC, 9"

THICK

F.F. ELEV.:

683.35'

683.00'

8" Ø C900 PVC 45° FITTING WITH CONCRETE THRUST BLOCK

8" Ø PLUG WITH CONCRETE THRUST BLOCK

2-1/2"Ø FIRE WATER SERVICE FOR SPRINKLER

SYSTEM AND 2"Ø POTABLE WATER SERVICE TO

EMERGENCY EYEWASH AND SHOWER AT M&I

MAGAZINE. WET TAP EXISTING 6"Ø WATERMAIN

FOR FIRE WATER SERVICE AND POTABLE WATER

SERVICE. SEE WET TAP CONNECTION DETAIL.

COMMUNICATION SERVICE, SEE SHEET

ES101 FOR CONTINUATION

2" x1-1/4" REDUCER AND NPT CONNECTION

TO EMERGENCY EYEWASH AND SHOWER

CONTRACTOR TO COORDINATE UTILITY LOCATIONS

PRECAST CONCRETE HEADWALL

TOW 680.0'

INV. 677.2'

W W

6"Ø FIRE WATER SERVICE FOR SPRINKLER SYSTEM

WITH (3) 90° FITTINGS AND CONCRETE THRUST BLOCKS

ELECTRICAL AND COMMUNICATION SERVICES,

SEE SHEET ES101 FOR CONTINUATION

0+00 1+00 1+72

72 LF - 4"

@ 3.08%

I N

EXISTING GRADE

48 LF - 4"

@ 3.09%

I N

PVC SDR-35 PVC SDR-35

EXISTING MANHOLE

CORE AND SEAL MANHOLE FOR NEW

LATERAL CONNECTION AND RECONSTRUCT

CHANNEL AS NECESSARY

PROPOSED BUILDING

SANITARY LATERAL

S S

M H

R I M

CLEANOUT (TYP.)

15" Ø RCP STORM

DRAINAGE LINE

2" Ø WATER SERVICE

6" Ø FIRE WATER SERVICE

EXISTING 8" Ø WATER MAIN

VERIFY LOCATION IN FIELD

EXISTING (2) 3" DUCT BANK

VERIFY LOCATION IN FIELD

EXISTING 8"Ø WATER MAIN

VERIFY LOCATION IN FIELD

EXISTING 4"Ø GAS VERIFY

LOCATION IN FIELD

SCALE: 1" = 30'

60300

NOTE:

CONTRACTOR SHALL RESTORE ALL DISTURBED BURIED UTILITIES AND SURFACES TO

EXISTING CONDITIONS.

SCALE: 1" = 30'

GRADING, DRAINAGE, AND UTILITY PLAN

ADMINISTRATION BUILDING SANITARY LATERAL PROFILE

SCALE: 1" = 20'-0" H, 1" = 5' V

STORM DRAINAGE PROFILE

SCALE: 1" = 20'-0" H, 1" = 5' V

C103

TYPE B-3 SUBMISSION

GRADING, DRAINAGE, AND

UTILITY PLAN

D W

A M

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VICINITY MAP

(NOT TO SCALE)

I-85

SITE

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10A

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SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

P r o j e c t

N o

J R

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A s e

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A i r

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SIGN

WATER METER

WATER VALVE

HYDRANT

SANITARY SEWER MANHOLE

TELEPHONE PEDESTAL

MONITORING WELL

UTILITY POLE

LIGHT POLE

GUY WIRE

DROP INLET

RCP REINFORCED CONCRETE PIPE

ICV

D STORM DRAINAGE MANHOLE

ELECTRIC BOX

EXISTING BOLLARD

MISC. UTILITY BOX

IRRIGATION CONTROL VALVE

BFP BACKFLOW PREVENTER

TBM TEMPORARY BENCHMARK

EV EMERGENCY SHUT-OFF VALVE

WATER FAUCET

GATE TELEPHONE

HAZARDOUS WASTE SATELLITE

OVERHEAD UTILITIES

SS SANITARY SEWER LINE/CLEAN OUT

W W WATER LINE

STORM SEWER LINE

GAS SERVICE LINE

COMMUNICATION LINE

TEMPORARY SILT FENCE

E ELECTRIC LINE

GAS LINE

THRUST BLOCK

BOLLARD

AutoCAD SHX Text Gate

AutoCAD SHX Text Sectionalizer

AutoCAD SHX Text

AutoCAD SHX Text Transformer

AutoCAD SHX Text Vault

AutoCAD SHX Text

BFP

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

FFE:689.71'

AutoCAD SHX Text asphalt

AutoCAD SHX Text concrete

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text pavement edge

AutoCAD SHX Text concrete

AutoCAD SHX Text Fence line

AutoCAD SHX Text Tree line

AutoCAD SHX Text 10" Oak

AutoCAD SHX Text gravel

AutoCAD SHX Text

TBM FLANGE BOLT ON HYDRANT ELEV.:688.83'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

INV.:681.25'

AutoCAD SHX Text

SDMH RIM:687.85' INV.IN:682.45' INV. OUT:682.02'

AutoCAD SHX Text

INV.:680.60'

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

RIP RAP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

INV.:685.51'

AutoCAD SHX Text

INV.:686.05'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

SDMH RIM:689.29' INV.IN:681.19' (S) INV. IN:681.29' (SW) INV. OUT:681.04'

AutoCAD SHX Text

DROP INLET RIM:687.90' INV. OUT:682.97'

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

CURB INLET TOP CURB:688.46' INV. OUT:682.80'

AutoCAD SHX Text

SSMH RIM:690.51' INV.IN:684.71' INV. OUT:684.41'

AutoCAD SHX Text

SSMH RIM:684.23' INV.IN:676.88' INV. OUT:676.83'

AutoCAD SHX Text

SSMH RIM:673.03' INV.IN:664.13' INV. OUT:663.93'

AutoCAD SHX Text

POSSIBLE JUNCTION BLOCK, UNFOUND

AutoCAD SHX Text

LEGEND

21'-4"

14'-8" 3'-4" 26'-8"

44'-8"

CONC. SIDEWALK

SEE CIVIL DRAWINGS

T.O.C.

EL.=1273.58'

T.O.C.

EL. 1273.58

1'-3"

(TYP)

S601

MECHANICAL

EQUIPMENT PAD. SEE

DETAIL ON S601

2'-6"

6'-7

3'-6"

C J

CJ CJ CJ CJ CJ CJ

SLAB DEPRESSION

COORDINATE WITH

SHOWER RECEPTOR

6" TYP.

6" CONC. SLAB

PREFABRICATED STEEL TRUSS

@24" O.C. MAX

S L

O P

E S

L O

P E

L-1 L-1 L-1

L-1

21'-4"

44'-8"

1'-3"

(TYP)

SEE NOTE 5

S601

RIDGE

LINE

EDGE OF

VENEER

EDGE OF

ROOF

L-1

S601

BOND BEAM REINFORCING

SEE 8" MASONRY WALL DETAIL ON S601

VERTICAL WALL REINFORCING

SEE 8" MASONRY WALL DETAIL ON S601

8" REINFORCED CMU WALL

SEE 8" MASONRY WALL DETAIL ON S601

FILL ALL REINFORCED

CELLS SOLID W/ GROUT

4 - #5

2 - #5

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

P r o j e c t

N o

J R

C h a r l o t t e

A s e

D I A

N o r r o l i n a

A i r

N a t i o n a l

G u a r d

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

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M p a n s i o n

SHEET OF 53

06/08/2021MV FEEDER & CONDUIT1

S101

TYPE B-3 SUBMISSION

ADMINISTRATION BUILDING

FOUNDATION AND ROOF

FRAMING PLANS

D W

A M

S E

R S

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D A

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L E

A T

CMU

REINFORCING LAP

SPLICE SHEDULE

BAR SIZE LAP LENGTH

18"

24"

30"

36"

42"

48"

54"

NOTES:

1. FLOOR CONSTRUCTION TO BE 4" CONCRETE SLAB ON GRADE, SEE TYPICAL SLAB BASE DETAIL ON S601 FOR REINFORCING.

2. CONSTRUCTION AND CONTROL JOINTS ARE NOTED AS CJ ON PLAN, SEE TYPICAL DETAILS ON DRAWING S601.

3. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD.

4. INDICATES 8" CMU WALL CONSTRUCTION, SEE 8" MASONRY WALL DETAIL FOR REINFORCING.

5. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE, LENGTH AND LOCATION OF CMU WALL OPENINGS.

6. REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR CONCRETE SIDEWALK AND DETAILS.

7. "L-1" REFERS TO STEEL LINTEL. SEE TYPICAL WALL BEARING 8" LINTEL DETAIL ON DRAWING S601 FOR SUPPORT AT OPENINGS.

8. ROOF CONSTRUCTION TO BE 1-1/2 TYPE BE METAL ROOF DECK. SEE SPECIFICATIONS AND STRUCTURAL STEEL NOTES ON DWG S001.

9. "P-1" REFERS TO MASONRY PIER. SEE P-1 MASONRY PIER DETAIL ON DRAWING S601 FOR SUPPORT AT OPENINGS.

10. COORDINATE MECHANICAL EQUIPMENT PAD LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS

WALL REINFORCEMENT DETAIL

SCALE: 1"=1'-0"

ADMINISTRATION BUILDING FOUNDATION FLOOR PLAN

SCALE: 1/4"=1'-0"

S101

ADMINISTRATION BUILDING ROOF FRAMING PLAN

SCALE: 1/4"=1'-0"

S101

CJ CJ

C J

15'-0"

20'-0"

S601

3'-4" 3'-4" 4'-0"

S601

6'-4"3'-0"

S601

T.O.C.

EL.=1273.58'

T.O.C.

EL. 1273.58

CONC. SIDEWALK

SEE CIVIL DRAWINGS

TYP.

CONC. SIDEWALK

SEE CIVIL DRAWINGS

6" CONC. SLAB

PREFABRICATED STEEL TRUSS

@24" O.C. MAX

L-1

EDGE OF

VENEER

EDGE OF

ROOF

L-1

S L

O P

E S

L O

P E

S601

RIDGE

LINE

1'-3"

(TYP)

SEE NOTE 5

S601

S102A

MASONRY OPENING FOR

MECH DUCTS. SEE MECH

DWGS FOR DUCT SIZES.

PROVIDE PRESSURE TREATED BLOCKING AS

NEEDED TO SUPPORT DUCTS IN MASONRY

OPENING. SEE MECH DWGS FOR DUCT SIZES.

2'-0"

2'-0" MO

6'-0"

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

P r o j e c t

N o

J R

C h a r l o t t e

A s e

D I A

N o r r o l i n a

A i r

N a t i o n a l

G u a r d

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

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E, N

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M p a n s i o n

SHEET OF 53

06/08/2021MV FEEDER & CONDUIT1

S102

TYPE B-3 SUBMISSION

M&I MAGAZINE BUILDING

FOUNDATION AND ROOF

FRAMING PLANS

D W

A M

S E

R S

L E

P P

D A

T A

L O

C A

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NOTES:

1. FLOOR CONSTRUCTION TO BE 4" CONCRETE SLAB ON GRADE, SEE TYPICAL SLAB BASE DETAIL ON S601 FOR REINFORCING.

2. CONSTRUCTION AND CONTROL JOINTS ARE NOTED AS CJ ON PLAN, SEE TYPICAL DETAILS ON DRAWING S601.

3. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD.

4. INDICATES 8" CMU WALL CONSTRUCTION, SEE 8" MASONRY WALL DETAIL FOR REINFORCING.

5. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE, LENGTH AND LOCATION OF CMU WALL OPENINGS.

6. REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR CONCRETE SIDEWALK AND DETAILS.

7. "L-1" REFERS TO STEEL LINTEL. SEE TYPICAL WALL BEARING 8" LINTEL DETAIL ON DRAWING S601 FOR SUPPORT AT OPENINGS.

8. ROOF CONSTRUCTION TO BE 1-1/2 TYPE BE METAL ROOF DECK. SEE SPECIFICATIONS AND STRUCTURAL STEEL NOTES ON S001.

9. "P-1" REFERS TO MASONRY PIER. SEE P-1 MASONRY PIER DETAIL ON DRAWING S601 FOR SUPPORT AT OPENINGS.

10. COORDINATE MECHANICAL EQUIPMENT PAD LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS

M&I MAGAZINE BUILDING FOUNDATION FLOOR PLAN

SCALE: 1/4"=1'-0"

S102

M&I MAGAZINE BUILDING ROOF FRAMING PLAN

SCALE: 1/4"=1'-0"

S102

M&I MAGAZINE INTERIOR ELEVATION

SCALE: 1/4"=1'-0"

S102

C J

CJ CJ CJ CJ CJ CJ

C J

CJ CJ CJ CJ CJ CJ

C J

T.O.C.

EL.=1273.58'

T.O.C.

EL. 1273.58

S601

40'-6"

44'-0"

5'-4"

12'-0"

14'-6"

3'-4"

5'-4"

T.O.C.

EL. 1273.58

6'-8"

3'-4"

30'-6"

S601

CONC. SIDEWALK

SEE CIVIL DRAWINGS

TYP.

CONC. SIDEWALK

SEE CIVIL DRAWINGS

S601

TYP.

S601

6" CONC. SLAB

6" CONC SLAB

CONC. SIDEWALK

SEE CIVIL DRAWINGS

6" CONC. SLAB

TYP.

EDGE OF

VENEER

EDGE OF

ROOF

RIDGE LINE

1'-3"

(TYP)

S601

S E

O T

TYPICAL PREFABRICATED STEEL TRUSS

@24" O.C. MAX

S L

O P

E S

L O

P E

S601

W10X45 COLUMN. ENCASE

IN CONCRETE 36" HIGH.

CHAMFER CORNERS.

W12X40 BEAM

S601

SIM

ROOF TOP MECHANICAL

EQUIPMENT OPENING.

ROOF TRUSS

MANUFACTURER TO

PROVIDE SUPPLEMENTAL

SUPPORT ABOVE OPENING

AND CURB (TYP)

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

P r o j e c t

N o

J R

C h a r l o t t e

A s e

D I A

N o r r o l i n a

A i r

N a t i o n a l

G u a r d

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

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E, N

C o n v e r s i o n

M p a n s i o n

SHEET OF 53

06/08/2021MV FEEDER & CONDUIT1

S103

TYPE B-3 SUBMISSION

STORAGE MAGAZINE BUILDING

FOUNDATION AND ROOF

FRAMING PLANS

D W

A M

S E

R S

L E

P P

D A

T A

L O

C A

L P

R O

J E

C T

W I S

E W

O R

K D

I R

O T

T U

S E

W D

M S

C A

N G

S A

E S

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S I O

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L E

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NOTES:

1. FLOOR CONSTRUCTION TO BE 6" CONCRETE SLAB ON GRADE, SEE TYPICAL SLAB BASE DETAIL ON S601 FOR REINFORCING.

2. CONSTRUCTION AND CONTROL JOINTS ARE NOTED AS CJ ON PLAN, SEE TYPICAL DETAILS ON DRAWING S601.

3. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS IN FIELD.

4. INDICATES 8" CMU WALL CONSTRUCTION, SEE 8" MASONRY WALL DETAIL FOR REINFORCING.

5. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE, LENGTH AND LOCATION OF CMU WALL OPENINGS.

6. REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR CONCRETE SIDEWALK AND DETAILS.

7. "L-1" AND "L-2" REFERS TO STEEL LINTEL. SEE TYPICAL WALL BEARING LINTEL DETAIL ON DRAWING S601 FOR SUPPORT AT OPENINGS.

8. ROOF CONSTRUCTION TO BE 1-1/2 TYPE BE METAL ROOF DECK. SEE SPECIFICATIONS AND STRUCTURAL STEEL NOTES ON S001.

9. "P-1" REFERS TO MASONRY PIER. SEE P-1 MASONRY PIER DETAIL ON DRAWING S601 FOR SUPPORT AT OPENINGS.

10. COORDINATE MECHANICAL EQUIPMENT PAD LOCATION WITH MECHANICAL AND ARCHITECTURAL DRAWINGS

STORAGE MAGAZINE BUILDING FOUNDATION FLOOR PLAN

SCALE: 1/4"=1'-0"

S103

STORAGE MAGAZINE BUILDING ROOF FRAMING PLAN

SCALE: 1/4"=1'-0"

S103

TYPE

FOOTING TABLE

SIZE

4'-0" x 4'-0"

THICKNESS

1'-0"

REINFORCING

4 #6's E.W.

BOTTOM

BEARING

ELEVATION

-2'-0"

BOND BEAM WITH

2-#5' CONTINUOUS

ALL SIDES. (GROUT

SOLID)

1/2"Ø WELDED STUD

@24" O.C. W/ 5" MIN

EMBEDMENT

1/4" x 7"

CONT. PLATE

TRUSS MANUFACTURER TO

PROVIDE TRUSS CONNECTION TO

EMBEDDED STEEL THAT MEETS

THE REQUIREMENTS OF THE

DESIGN CRITERIA ON S001

CORRUGATED METAL ROOF DECK SEE NOTES ON

DRAWING S001, UNDER SECTION IX, STRUCTURAL STEEL

FOR SIZE AND ATTACHMENT REQUIREMENTS

8" CMU WALL

SEE

ARCHITECTURAL

CONT 16 GA GALV

STEEL CLOSURE

2-#5 VERT &DWL

@ 32" O.C.

BOND BEAM W/ 2-#5'S CONT.

(GROUT SOLID)

REBAR

POSITIONER

L A

P L

I C

S E

HOLD GROUT DOWN 1" AT

END OF LIFT

REBAR

POSITIONER

HORIZ. JOINT REINF. @ 8" O.C.

DOWELS TO MATCH

VERTICAL CMU REINFORCING

REBAR

POSITIONER

EQ. EQ.

REINFORCED CMU-GROUT

REINFORCED CELLS

VENEER

VERT.DOWELS TO

MATCH CMU REINFORCEMENT

#5 @ 12" O.C. EACH WAY

WALL REINFORCING

T.O.C ELEV.

0' - 0" UNO

1'-3"

CONC. SLAB-ON-GRADE

SEE TYPICAL SLAB BASE

DETAIL ON THIS DWG.

" ISOLATION JOINT MATERIAL

1'-4" 1'-4"

4-#7'S CONT.

EL- 2' - 0"

TYPICAL

8" REINF. CMU WALL: SEE

TYPICAL WALL DETAIL

CONC. OR CMU

FDTN. WALL

#5 BARS E.F.

(FULL HEIGHT)

#5 BARS E.F.

FOOTING

SIZE OPENING DIA 4"

LARGER THAN PIPE O.D.

GROUT SOLID & CAULK @

BOTH INSIDE & OUTSIDE

FACES

(TYP.)

2'-6"

(TYP.)

Y P

I N

T O

T G

D R

T I N

E Q

O M

M O

D A

I P

O C

A T

I O

CORNER BARS SAME SIZE AND

SPACING AS WALL REINFORCING

X 4'-0"LG. WHERE NO REINF.

EXISTS OTHER THAN 2-#6 TOP

AND BOTTOM PROVIDE #6

BENT BARS @ 24" O.C. AND

(3)-#4 VERT. SPACE BARS.

WALL REINF.

(SEE SECTIONS)

CONC. FDTN.

WALL

1'-9"

LAP

PAD WIDTH OR LENGTH

SLAB ON GRADE

#4 DOWEL @ 1'-0"

ALL AROUND

#4 @ 12"

GEOTEXTILE STABILIZATION/

SEPARATION FABRIC

CUT LINE

6" COMPACT DRAINAGE

COURSE, AASHTO SIZE 57

COURSE AGGREGATE COMPACT

TO 85% OF RELATIVE DENSITY

AS DETERMINED ASTM D4253

ADN D4254 TEST METHODS

4x4-W6xW6 WWF

4" CONCRETE

SLAB ON GRADE

PROVIDE 1" CLEAR COVER FOR MESH

SET MESH ON BOLSTERS/ CHARIS TO

MAINTAIN POSITION

15MIL VAPOR

BARRIER

12" CRUSHER RUN

AGGREGATE, FREE FROM

ORGANICS AND DELETERIOUS

MATERIAL, COMPACTED TO

98% OF DRY DENSITY PER

ASTM D698

PROOF-ROLLED EXISTING

GRADE

3" RIGID INSULATION

6" MIN. COMPACTED

DRAINAGE COURSE

VAPOR BARRIER

PROVIDE 1" CLEAR COVER

WHERE MESH IS REQ'D. (SEE PLAN)

SET MESH ON BOLSTERS/ CHAIRS

TO MAINTAIN POSITION

CONCRETE SLAB

SEE PLAN

INTERRUPT MESH

@ JOINT

SAWCUT

1/4"

APPLY SEALANT

FLUSH WITH TOP OF

CONCRETE SLAB

COMPACTED FILL

INTERIOR CONC. SLAB

SEE PLAN

COMPACTED

FILL

SLOPE

2" COVER

3 SIDES (TYPICAL)

SIDEWALK -

SEE CIVIL

#4 @ 16" O.C. DOWELS

EXTERIOR 6" CONC. STRUCT. SLAB

W/ #4 @ 16" O.C. EA WAY BOTTOM

COORDINATE W/ CIVIL

5'-3"

#4 DOWEL @ 16" O.C.

#5 @ 12" O.C. AT ALL

DOORWAY THRESHHOLDS

EXTERIOR

BUILDING

INTERIOR

BUILDING

FOOTER

REINFORCED CMU

WALL

8" BEARING

PRECAST CONCRETE

LINTEL SEE SECTION

FOR REINFORCING

VENEER SEE

ARCH DWGS

8" REINFORCED CMU

WALL (SEE TYP DETAIL)

L 2X3 CLIP ANGLE

W/ 1-1/2" Ø HEADED

STUDS @ 24" O.C.

(3" LONG TYP.)

PRECAST CONCRETE

LINTEL (L-1): 7 5/8" x 7 5/8"

(2) #4 T&B

#4 @ 12"

LOOSE LINTEL

L6x6x3/8

GROUT ALL

CELLS ABOVE

LINTEL SOLID

GROUT SOLID FIRST

CELL TO UNDERSIDE

OF LINTEL

FILL ALL REINFORCED CELLS

SOLID W/ GROUT

OPENING

4-#5

M U

1 4

JAMB UNIT

CONC. SLAB, SEE

TYPICAL SLAB DETAIL

ON THIS DWG.

(THICKNESS = t)

PROVIDE 1" CLEAR COVER

WHERE MESH IS REQ'D. (SEE PLAN)

SET MESH ON BOLSTER/CHAIRS TO

MAINTAIN POSITION

2'-6" 2'-6"

THICKENED

SLAB

WELDED WIRE

FABRIC

DRAINAGE COURSE

SLAB DEPRESSION

SEE ARCH. DWGS.

6" COMPACTED

POROUS FILL

CONC. COLUMN

FOOTING. SEE PLAN FOR

SIZE AND REINFORCING

FIN. FL. ELEV.

SEE PLAN

CONC. SLAB. SEE PLAN

SEE TYPICAL COLUMN

BASE DETAIL

COLUMN - SEE PLAN

SECONDARY POUR

FOR COLUMN CUTOFF

COLUMN ISOLATION

JOINT. SEE TYPICAL

DETAIL

3" MIN COVER

CONC ENCASEMENT

W BEAM -

SEE PLAN

PREFABRICATED

METAL TRUSS

BOTTOM CHORD -

SEE PLAN

TRUSS MANUFACTURER TO

PROVIDE TRUSS CONNECTION TO

STEEL BEAM THAT MEETS

THE REQUIREMENTS OF THE

DESIGN CRITERIA ON S001

18"x8"x1" CAP

PLATE W/ (4) -

3/4"Ø A325 BOLTS

W COLUMN

(SEE PLAN)

P 1/2" X 6" X 8" CENTERED ON

WALL W/ 2- 3/4"Ø EPOXY ANCHORS

(DO NOT WELD BEAM TO PLATE)

MASONRY

VENEER SEE

ARCH DWGS

8" CONT BOND BEAM W/ 2 #5

REBAR CONT (GROUT SOLID)

8" REINFORCED CMU WALL (SEE TYP DETAIL)

REINFORCING

GROUT ALL

CELLS ABOVE

BOND BEAM

SOLID

PACK BEAM

POCKET SOLID

W/ MASONRY

M B

E D

STEEL BEAM (SEE ROOF FRAMING PLAN)

PROVIDE SHORT SLOTTED

HOLES IN BEAM FLANGE

PARALLEL TO WEB

X P

O S

A S

C J

C.J.C.J.

CONTRACTION OR/

CONSTRUCTION JOINTS ON

COLUMN 'S - SEE PLAN

STEEL COLUMN

SEE SCHEDULE

ISOLATION JOINT

15# FELT BOND

BREAKER

SECONDARY POUR

2" 7" 7" 2"

W10 COLUMN (SEE

PLAN)

18'x18"x1" BASE

PLATE

3/4"Ø ANCHOR

BOLT HOLE (SEE

TYPICAL ANCHOR

BOLT DETAIL)

LEVELING NUT @ EACH

ANCHOR BOLT

SEE BASE PLATE DETAILS

FOR ANCHOR BOLT SIZE

AND SPACING

NON-SHRINK GROUT

SEE NOTES BELOW

BASE PLATE (SEE

BASE PLATE DETAIL)

COLUMN, SEE

PLAN FOR SIZE

PLATE WASHER

& NUT

I N

T E

R I O

C O

U T

O F

FIN. FLOOR

NOTES:

1. SET COLUMN PLUMB- ADJUST LEVELING NUTS AS REQUIRED.

2. IF CLEARANCE IS INSUFFICIENT FOR ADJUSTMENT OF NUTS,

SUPPORT BASE PLATE WITH STEEL SHIMS.

3. DRY-PACK BELOW BASE PLATE WITH NON-SHRINK, NON-

METALLIC GROUT.

0' - 0"

TYP

S601

TOP OF CONC.

FOOTING

WELD NUT AND

WASHER TO BAR

3/4" DIA. F-1554

BOLTS

TOP OF

CONCRETE

M B

E D

M E

N T

VENEER SEE

ARCH DWGS

8" REINFORCED CMU

WALL (SEE TYP DETAIL)

L 2X3 CLIP ANGLE

W/ 1-1/2" Ø HEADED

STUDS @ 24" O.C.

(3" LONG TYP.)

PRECAST CONCRETE

LINTEL (L-2): 15 1/4" x 7 5/8"

(2) #7 TOP AND (2) #5 BOTTOM

#4 @ 12"

LOOSE LINTEL

L6x6x3/8

GROUT ALL

CELLS ABOVE

LINTEL SOLID

12" WELDED STUD

@ 24 O.C. - EXTEND INTO

SOLID BLOCK A MIN 6"

GROUT ALL CELLS

SOLID ABOVE BOND

BEAM AT BEARING

ELEVATION

1/4" X 7" CONT. PLATE

CORRUGATED METAL ROOF DECK SEE NOTES ON

DRAWING S001, UNDER SECTION IX, STRUCTURAL STEEL

FOR SIZE AND ATTACHMENT REQUIREMENTS

CUT BLOCK TO

ACCOMMODATE

ROOF SLOPE

AND PROFILE

SECTION

SCALE: 3/4"=1'-0"

S601

TYPICAL CONTROL JOINT DETAIL

SCALE: 3/4"=1'-0"

TYPICAL SLAB BASE DETAIL

SCALE: 3/4"=1'-0"

TYPICAL WALL CORNER REINFORCEMENT

SCALE: 3/4"=1'-0"

TYPICAL MECHANICAL PAD DETAIL

NOT TO SCALE

TYPICAL PIPE PENETRATION DETAIL

SCALE: 3/4"=1'-0"

8" MASONRY WALL DETAIL

SCALE: 3/4"=1'-0"

SECTION

SCALE: 3/4"=1'-0"

S601

SECTION

SCALE: 3/4"=1'-0"

S601

SECTION

SCALE: 1 1/2"=1'-0"

S601

TYPICAL WALL BEARING 8" LINTEL DETAIL

SCALE: 1 1/2"=1'-0"

P-1 MASONRY PIER DETAIL

SCALE: 3/4"=1'-0"

GENERAL NOTES - REINFORCED CMU

1. CONCRETE MASONRY WALLS ARE DESIGNED REQUIRING "SPECIAL INSPECTION" A QUALITY

CONTROL PROGRAM OF FIELD TESTING AND INSPECTION SHALL BE PERFORMED ON ALL

CONCRETE MASONRY WORK IN ACCORDANCE WITH SPECIFICATIONS AND ACI 1530 "BUILDING

CODE REQUIREMENTS FOR MASONRY STRUCTURES

2. THE MASONRY ASSEMBLAGE MUST HAVE A MINIMUM COMPRESSIVE STRENGTH (Fm') OF 2000 PSI.

3. BAND ALL MASONRY OPENINGS W/ 2- #5 BARS, EXTEND A MINIMUM OF 2'-6" PAST OPENING.

4. PROVIDE REINFORCING BAR SHOP DRAWINGS FOR REINFORCED CMU WALLS. SHOP DRAWINGS

SHALL INDICATE PLACEMENT OF ALL REBARS, INCLUDING BOND BEAMS, BARS AROUND

OPENINGS, AND VERTICAL BAR SPLICE LOCATIONS.

5. ALL MASONRY WALLS MUST BE ADEQUATELY BRACED DURING CONSTRUCTION UNTIL ROOF

JOISTS AND DECK ARE COMPLETELY INSTALLED. DESIGN AND INSTALLATION OF BRACING IS THE

RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK.

6. PROVIDE REBAR POSITIONER TO ACCURATELY POSITION BAR AS SHOWN

7. PROVIDE CONTROL JOINTS IN CMU WALLS. INTERRUPT HORIZONTAL BARS AND HORIZONTAL

JOINT REINFORCING AT CONTROL JOINTS. SEE ARCHITECTURAL DWGS FOR CONTROL JOINT

LOCATIONS.

S601

TYPE B-3 SUBMISSION

MISCELLANEOUS FOUNDATION

& MASONRY WALL DETAILS

D W

A M

S E

R S

L E

P P

D A

T A

L O

C A

L P

R O

J E

C T

W I S

E W

O R

K D

I R

O T

T U

S E

W D

M S

C A

N G

S A

E S

U B

M I S

S I O

N S

A T

L E

A T

TYPICAL THICKENED SLAB DETAIL

SCALE: 3/4"=1'-0"

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

P r o j e c t

N o

J R

C h a r l o t t e

A s e

D I A

N o r r o l i n a

A i r

N a t i o n a l

G u a r d

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

.34

| m ott ma c.c om

E, N

C o n v e r s i o n

M p a n s i o n

SHEET OF 53

06/08/2021MV FEEDER & CONDUIT1

SECTION

SCALE: 1/2"=1'-0"

S601

SECTION

SCALE: 1"=1'-0"

S601

SECTION

SCALE: 1"=1'-0"

S601

TYPICAL ISOLATION JOINT DETAIL

SCALE: 1/2"=1'-0"

TYPICAL BASE PLATE DETAIL

SCALE: 1/2"=1'-0"

TYPICAL COLUMN BASE SECTION

SCALE: 1/2"=1'-0"

S601

TYPICAL ANCHOR BOLT DETAIL

SCALE: 1"=1'-0"

SECTION

SCALE: 1 1/2"=1'-0"

S601

SECTION

SCALE: 1 1/2"=1'-0"

S601

ICV

S S

E E

S S

37.5KVA TRANSFORMER

15KV SECTIONALIZER

"SC-D"

MEDIUM VOLTAGE CABLE FROM

15KV SECTIONALIZER TO 37.5KVA

TRANSFORMER

200A DISCONNECT

SWITCH AND

METER ASSEMBLY

FEEDER CABLE FROM 37.5KVA

TRANSFORMER TO 200A

DISCONNECT SWITCH

CONDUIT AND WIRING FOR SITE

LIGHTING TO REMAIN (TYP.)

PANELBOARD "DP" TO REMAIN

BOLLARD (TYP.)

SITE LIGHTING FIXTURE

TO REMAIN

BUILDING 71 AND 73,

MAGAZINEE STORAGE

UNITS TO BE DEMOLISHED

BUILDING 74 M&I UNIT TO

BE DEMOLISHED

FEEDERS FROM

PANELBOARD "DP"

TO BUILDINGS 71

AND 73 MAGAZINE

STORAGE UNITS

TELEPHONE LINE, SECURITY

WIRES, AND FIRE ALARM

WIRES FOR BUILDINGS 71 AND

73 MAGAZINE STORAGE UNITS

SCALE: 1" = 30'

60300

SCALE: 1" = 30'

DEMOLITION SITE PLAN

ED101

TYPE B-3 SUBMISSION

ELECTRICAL DEMOLITION PLAN

EJC

6/4/21MV FEEDER REVISION1

D W

A M

W W

O R

K I N

G H

M M

E D

U E

L I N

G C

O N

M S

C A

N G

S A

D D

A T

O N

A T

GENERAL NOTES:

1. REFER TO DRAWING E001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. DEMOLITION, REMOVALS, AND UNDERGROUND CONDUITS TO REMAIN

SHALL BE CAPPED AND FILLED. SITE RESTORATION REQUIREMENTS

SHALL BE COORDINATED WITH CIVIL DRAWINGS.

DEMOLITION NOTES:

DISCONNECT AND REMOVE MEDIUM VOLTAGE CABLE FROM 15KV

SECTIONALIZER "SC-D" TO 37.5KVA TRANSFORMER. ABANDON

ASSOCIATED 2" CONDUIT AFTER CABLE REMOVAL.

DISCONNECT AND REMOVE 37.5KVA TRANSFORMER INCLUDING ALL

STRUCTURAL SUPPORTS AND PADS SERVING THE STORAGE AREA

ELECTRICAL LOADS.

DISCONNECT AND REMOVE FEEDER CABLE AND CONDUIT FROM

37.5KVA TRANSFORMER TO 200A DISCONNECT SWITCH AND METER

ASSEMBLY.

DISCONNECT AND REMOVE METER ASSEMBLY AFTER FEEDER CABLE

DISCONNECTION.

DISCONNECT AND REMOVE 200A DISCONNECT SWITCH SERVING

PANELBOARD "DP."

DEMOLISH BOLLARDS SURROUNDING PANELBOARD "DP," 200A

DISCONNECT SWITCH, AND METER ASSEMBLY.

DISCONNECT AND REMOVE EXTERIOR LIGHT FIXTURES FOR

BUILDINGS 71 AND 73 MAGAZINE STORAGE UNITS.

DISCONNECT AND REMOVE FEEDER CABLES AND ASSOCIATED

CONDUIT FOR BUILDING 71, 73, AND 74 FROM PANELBOARD "DP."

DISCONNECT AND REMOVE TELEPHONE LINE, SECURITY WIRES, AND

FIRE ALARM WIRES FOR BUILDINGS 71, 73, AND 74. ABANDON

CONDUIT IN PLACER. REFER TO CIVIL DRAWINGS FOR ADDITIONAL

INFORMATION.

CONTRACTOR SHALL MAINTAIN POWER TO BUILDINGS 71, 73, AND 74

UNTIL COMPLETION OF STAGE 2 LISTED ON SHEET CD101, ALL

MUNITIONS ARE REMOVED FROM THE SITE, AND THE MSA IS

DECOMMISSIONED.

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

April 5, 2021

398570

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

DMR

P r o j e c t

N o

J R

C h a r l o t e s e

D I A

N o r r o l i n a

A i r

N a t i o n a l

G u a r d

54321

1 W oo d A ve S ou th

Ise lin

, N J 0

-4

3.3

.34

| m ott ma c.c om

E, N

C o n v e r s i o n

M p a n s i o n

SHEET OF 53

AutoCAD SHX Text Gate

AutoCAD SHX Text asphalt

AutoCAD SHX Text pavement edge

AutoCAD SHX Text Fence line

AutoCAD SHX Text

EXISTING STEEL BUILDING

AutoCAD SHX Text

EXISTING STEEL BUILDING

AutoCAD SHX Text 40.0'

AutoCAD SHX Text 13.4'

AutoCAD SHX Text 19.8'

39.8'

S S

W W

S S

W W

E U

ADMIN BUILDING

EXISTING 15KV

SECTIONALIZER

REFER TO DRAWING E101 FOR

ADMIN BUILDING ELECTRICAL PLANS

SEE ENLARGED PLAN ON THIS

DRAWING FOR POWER AND

COMMUNICATIONS DISTRIBUTIONS

FOR BUILDINGS

2-4"

EXISTING 2" CONDUIT

EXISTING COMMUNICATIONS

MANHOLE

HHC-4

R-011 R-012

2-4"

R-013 R-014

EXISTING COMMUNICATIONS

DUCTBANK TO BUILDING 72

(APPROX. 1100')

E U

HHE-3

HHC-3

2-4"

R-056 R-057

ICV

S S

W W

R-001

R-002

R-004

R-005

E U

STORAGE BUILDING

225KVA UTILITY

TRANSFORMER

EXISTING

PANELBOARD "DP"

HHE-2

M&I BUILDING

BOLLARDS

(TYP)

MAIN DISTRIBUTION

PANELBOARD "MDP"

REFER TO SITE PLAN FOR

CONDUIT CONTINUATION

HHC-2

R-016

HHC-1

R-029

R-038

R-039

R-033

HHE-1

R-017

6-4"

R-007

R-008

R-009

R-010 R-034

12-4"

R-041

R-042

R-003 R-006 R-040 R-043

HHC-5

HHE-4

R-044

R-045

R-047

R-048

R-050

R-051

12-4"

R-053

R-054

R-046 R-049 R-052 R-055

REFER TO DRAWING E102

FOR M&I BUILDING

ELECTRICAL PLANS

E U

U E

U C

U E

U C

U E

U C

U E

U C

REFER TO DRAWING E102

FOR STORAGE BUILDING

ELECTRICAL PLANS

SCALE: 1" = 30'

60300

SCALE: 1" = 30'

SITE PLAN

ES101

TYPE B-3 SUBMISSION

ELECTRICAL SITE PLAN

EJC

6/4/21MV FEEDER REVISION1

D W

A M

W W

O R

K I N

G H

M M

E D

U E

L I N

G C

O N

M S

C A

N G

S A

S D

A T

O N

A T

SCALE: 1" = 10'

ENLARGED ELECTRICAL SITE PLAN

SCALE: 1" = 10'

20100

GENERAL NOTES:

1. REFER TO DRAWING E001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

DEMOLITION NOTES:

FURNISH AND INSTALL 225KVA UTILITY TRANSFORMER INCLUDING SUPPORTS AND PAD IN LOCATION MADE AVAILABLE DURING EXISTING

TRANSFORMER DEMOLITION.

FURNISH AND INSTALL METER ASSEMBLY AND 600A, 3ɸ, 4W MAIN DISTRIBUTION…

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File details come from the government source that posted it. Updated Jun 11, 2021.