ATTACHMENT 20- DRAWINGS-SAT-VOL 1 OF 4 General Civil Landscape Structural 28 pages.pdf

PDF 12 MB Posted Jun 7, 2021

Attached to: 145 Airlift Wing Add/Alter Small Air Terminal Building 5
Solicitation number: W50S87-21-B-5005
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 construction services for the 145 Airlift Wing Add/Alter Small Air Terminal Building 5 project. The solicitation seeks bids for general civil, landscape, and structural construction work as detailed in 28 attached drawings. A pre-bid conference will be held on June 2, 2021 where interested parties can attend to register and receive additional details. Bids are due in response to Solicitation Number W50S87-21-B-5005 issued by the Department of the Army North Carolina Army National Guard for construction services at the 145 Airlift Wing facility.

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ATTACHMENT 1 SPECS SAT FJRP052994 ADF FJRP199040 Volume 1 of 4.pdf	PDF	May 19, 2021
ATTACHMENT 10 Brand name justification SAT Interior and exterior finishes_Redacted.pdf	PDF	May 19, 2021
ATTACHMENT 8 Brand name justification SAT Alerton - Direct Digital Controls_Redacted.pdf	PDF	May 19, 2021
ATTACHMENT 12 Brand name justification SAT Sika Sarnafil PVC roof membrane_Redacted.pdf	PDF	May 19, 2021
ATTACHMENT 7 STATEMENT OF WORK - Add-Alter Small Air Terminal.pdf	PDF	May 19, 2021
W50S87-21-B-5005.pdf	PDF	May 19, 2021
ATTACHMENT 2 SPECS SAT FJRP052994 ADF FJRP199040 Volume 2 of 4.pdf	PDF	May 19, 2021
ATTACHMENT 16 145 AW Contractor Security Guide.pdf	PDF	May 19, 2021
ATTACHMENT 15 145 AW Contractor Safety Guide.pdf	PDF	May 19, 2021
ATTACHMENT 5 DRAWINGS 145 AW Air Drop Facility Vol 1 of 2.pdf	PDF	May 19, 2021
ATTACHMENT 4 SPECS SAT FJRP052994 ADF FJRP199040 Volume 4 of 4.pdf	PDF	May 19, 2021
ATTACHMENT 9 Brand name justification SAT Best Door hardware_Redacted.pdf	PDF	May 19, 2021
ATTACHMENT 6 DRAWINGS 145 AW Air Drop Facility Vol 2 of 2.pdf	PDF	May 19, 2021
ATTACHMENT 13 Visitor Request Worksheet.pdf	PDF	May 19, 2021

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C- 17A Globe m aster I II

C-17A Globemaster III

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C- 17A Globe m aster I II

C-17A Globemaster III

C- 17A Globe m aster I II

C-

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III

C- 17A Globe m aster I II

C-17A Globemaster III

C- 17A Globe m aster I II

C-17A Globemaster III C- 17A Globe m aster I II

C-17A Globemaster III

C- 17A Globe m aster I II

C-17A Globemaster III

C- 17A Globe m aster I II rwall rwall walltank rwall

A I R P O R T D R I V E

Av e rwall rw al l rwall wall tank tank wall

PRIVATE ROAD

SABER DRIVE

BRICK SCR EEN WALL

C O N C.

T AI N

I N G W A

L L

Payne Blvd

Hercules Ave

E n l i st e d

Dr i v e

H e r c ul es A v e

Stair s wall tank tank

Payne Avenue

MORRIS FIELD DRIVE

SOUTH ECP

S A

PROJECT LOCATION

AIR DROP AND BUILDING 5

North Carolina Air National Guard

COMBINED PACKAGE

Charlotte, North Carolina

ISSUE FOR BIDS - MARCH 3, 2021

2000 East Lamar Boulevard, Suite 600 Arlington, Texas 76006

Telephone: 817.588.3010 www.fsb-ae.com

Frankfurt Short Bruza / Texas Architecture Engineering Planning Interior Design

C-17 Conversion: Air Drop Facility Project Number FJRP199040

C-17 Conversion: Small Terminal Project Number FJRP052994

-1

A ir

D ro p Fa c

SCALE: 1" = 30'-0"

PROJECT LOCATION1

0 30' 60'

THE TWO PROJECTS ISSUED FOR BID UNDER

THIS COVER SHALL BE PRICED INDEPENDENTLY

AS INDICATED ON THE BID SHEETS ISSUED BY

THE NORTH CAROLINA AIR NATIONAL GUARD.

THAT SHALL INCLUDE ANY CHANGES ISSUED

SUBSEQUENTLY DURING THE BIDDING OR

CONSTRUCTION PHASES.

THE LIMITS OF THE WORK FOR PRICING

PURPOSES IS INDICATED WITH EACH PROJECT

SET OF DRAWINGS. HOWEVER, THE WORK SHALL

BE SCHEDULED, PERFORMED AND

COORDINATED AS THOUGH IT WERE A SINGLE

SET OF CONSTRUCTION DOCUMENTS.

050024

C- 17A Globe m aster I II

C-17A Globemaster III

C-1 7A

Globe m as ter I

C-17A Globe m aster III

C- 17A Globe m aster I II

C-

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III

C- 17A Globe m aster I II

C-17A Globemaster III

C- 17A Globe m aster I II

C-

A Globe m as ter

III

C- 17A Globe m aster I II

C-17A Globemaster III

C- 17A Globe m aster I II

C-17A Globemaster III C- 17A Globe m aster I II

C-17A Globemaster III

C- 17A Globe m aster I II

C-17A Globemaster III

C- 17A Globe m aster I II rwall rwall walltank rwall

A I R P O R T D R I V E

Av e rwall rw al l rwall wall tank tank wall

PRIVATE ROAD

SABER DRIVE

BRICK SCR EEN WALL

C O N C.

T AI N

I N G W A

L L

Payne Blvd

Hercules Ave

E n l i st e d

Dr i v e

H e r c ul es A v e

Stair s wall tank tank

Payne Avenue

MORRIS FIELD DRIVE

SOUTH ECP

S A

PROJECT LOCATION

North Carolina Air National Guard C-17 Conversion Add/Alter Small Air Terminal - Building 5

Charlotte, North Carolina Project Number: FJRP 052994

ISSUE FOR BIDS - MARCH 03, 2021

2000 East Lamar Boulevard, Suite 600 Arlington, Texas 76006

Telephone: 817.588.3010 www.fsb-ae.com

Frankfurt Short Bruza / Texas Architecture Engineering Planning Interior Design

NORTH CAROLINA CERTIFICATE

OF AUTHORIZATION

ARCHITECTURE: # 53655

EXP: 12/31/2021

NORTH CAROLINA CERTIFICATE

OF AUTHORIZATION

PE: # C-4735

EXP: 06/30/2021

SCALE 1" = 30'-0"

PROJECT LOCATION1

SHEET INDEX

NUMBER TITLE

PLUMBING

P-001 LEGEND & ABBREVIATIONS

PD101 PLUMBING DEMOLITION - UNDERFLOOR & FIRST

FLOOR

PD102 PLUMBING DEMOLITION - SECOND FLOOR &

ROOF

P-101 UNDERFLOOR PLUMBING

P-102 GROUND FLOOR PLUMBING

P-103 SECOND FLOOR PLUMBING

P-104 ROOF PLUMBING

P-501 PLUMBING DETAILS

P-601 DOMESTIC WATER RISER

P-602 WASTE AND VENT RISER

P-701 PLUMBING SCHEDULES

MECHANICAL

M-001 LEGEND & ABBREVIATIONS

MD101 GROUND FLOOR MECHANICAL DEMOLITION

PLAN

MD102 SECOND FLOOR MECHANICAL DEMOLITION

PLAN

MD103 ROOF MECHANICAL DEMOLITION PLAN

MH101 GROUND FLOOR MECHANICAL HVAC PLAN

MH102 SECOND FLOOR MECHANICAL HVAC PLAN

MH103 ROOF MECHANICAL HVAC PLAN

MP101 GROUND FLOOR MECHANICAL PIPING PLAN

MP102 SECOND FLOOR MECHANICAL PIPING PLAN

M-301 SECTIONS

M-401 ENLARGED PLANS

M-501 DETAILS

M-601 FLOW DIAGRAMS

M-701 MECHANICAL SCHEDULES

M-702 MECHANICAL SCHEDULES

M-801 MECHANICAL CONTROLS

M-802 MECHANICAL CONTROLS

ELECTRICAL

E-001 LEGEND, ABBREVIATIONS & MOUNTING HEIGHT

DETAIL

ES101 ELECTRICAL SITE LIGHTING PLAN

ES102 ELECTRICAL SITE PLAN

ED101 GROUND FLOOR ELECTRICAL DEMOLITION

PLAN

ED102 SECOND FLOOR ELECTRICAL DEMOLITION

PLAN

EG101 GROUNDING PLAN & GROUNDING SYSTEM

DIAGRAM

EG102 LIGHTNING PROTECTION PLAN

EG500 GROUNDING & LIGHTNING PROTECTION

DETAILS

EG501 GROUNDING & LIGHTNING PROTECTION

DETAILS

EP101 GROUND FLOOR POWER PLAN

EP102 SECOND FLOOR POWER PLAN

EP103 ROOF POWER PLAN

EP104 GROUND FLOOR MECHANICAL POWER PLAN

EP105 SECOND FLOOR MECHANICAL POWER PLAN

EP600 ONE-LINE DIAGRAM, FEEDER SCHEDULE &

MECHANICAL EQUIPMENT SCHEDULE

EP700 PANEL SCHEDULES

EP701 PANEL SCHEDULES

EL101 GROUND FLOOR LIGHTING PLAN

EL102 SECOND FLOOR LIGHTING PLAN

EL501 LIGHTING DETAILS

EL700 LIGHTING SCHEDULES

EY101 ELECTRICAL INTERIOR AUXILIARY SYSTEMS

EY101-PA ELECTRICAL SPECIAL SYSTEMS PUBLIC

ADDRESS

EY102 SECOND FLOOR SPECIAL SYSTEMS PLAN

EY501 SPECIAL SYSTEMS DETAILS

EY601 SPECIAL SYSTEMS RISER DIAGRAMS

ET101 GROUND FLOOR TELECOMMUNICATION PLAN

ET102 SECOND FLOOR TELECOMMUNICATION PLAN

ET501 TELECOM DETAILS

ET601 DIGITAL CLOCK RISER DIAGRAM

ET602 TELECOM RISER DIAGRAM

SHEET INDEX

NUMBER TITLE

GENERAL

G-001 COVER SHEET, SHEET INDEX & VICINITY PLAN

G-101 CODE AND LIFE SAFETY PLAN

G-102 APPENDIX B CODE SHEETS

CIVIL

C100 EXISTING CONDITIONS PLAN

C101 DEMOLITION PLAN

C102 SITE PLAN

C110 UTILITY PLAN

C111 TEMPORARY UTILITY PLAN

C112 EXTERIOR STAIRWAY PLAN

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

LANDSCAPE

LS100 LANDSCAPE SITE PLAN

LS400 ENLARGED LAYOUT PLANS

LP100 LANDSCAPE PLANTING PLAN

LP500 PLANTING DETAILS / PLANTING SCHEDULE

STRUCTURAL

S-001 GENERAL NOTES

S-002 TYPICAL DETAILS

SB101 FOUNDATION PLAN

SB301 FOUNDATION DETAILS

SB501 FOUNDATION DETAILS

SF101 SECOND FLOOR FRAMING PLAN

SF102 HIGH ROOF FRAMING PLAN

SF201 FRAMING ELEVATIONS

SF202 FRAMING ELEVATIONS

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

ARCHITECTURE

A-001 ABBREVIATIONS, ACCESSIBILITY, PARTITIONS &

SYMBOLS

AD101 DEMOLITION PLANS

AD102 DEMOLITION ROOF PLAN

AE101 GROUND FLOOR PLAN

AE102 SECOND FLOOR PLAN

AE103 REFLECTED CEILING PLANS

AE104 REFLECTED CEILING DETAILS

AE105 ROOF PLAN

AE201 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AE310 WALL SECTIONS

AE311 WALL SECTIONS

AE401 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE402 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE403 ENLARGED PLANS AND INTERIOR ELEVATIONS

AE404 INTERIOR ELEVATIONS

AE405 ENLARGED STAIR PLANS & SECTION

AE406 ENLARGED STAIR PLANS & ELEVATIONS

AE407 ENLARGED ELEVATOR PLANS & DETAILS

AE408 ENLARGED EXTERIOR STAIRS

AE501 PLAN DETAILS

AE601 DOOR SCHEDULE AND DETAILS

AE602 DOOR DETAILS

AE603 GLAZING DETAILS

AE604 ROOM FINISH SCHEDULE

AG101 GROUND FLOOR SIGNAGE PLAN

AG102 SECOND FLOOR SIGNAGE PLAN

AG103 SIGNAGE DETAILS

AG104 SIGNAGE DETAILS & SCHEDULE

INTERIORS

IF101 GROUND FLOOR FURNITURE PLAN

IF102 SECOND FLOOR FURNITURE PLAN

FIRE PROTECTION

FP001 FIRE PROTECTION, LEGEND, ABBREVIATIONS,

AND PIPING SCHEMATIC

FP101 GROUND FLOOR FIRE PROTECTION PLAN

FP102 SECOND FLOOR FIRE PROTECTION PLAN

FP401 FIRE PROTECTION ENLARGED PLANS AND

SECTIONS

FP501 FIRE ALARM & MASS NOTIFICATION RISER

DIAGRAM

FP601 FIRE ALARM & MASS NOTIFICATION

INPUT/OUTPUT MATRIX

SEAL

050568

ENGINEE

Frankfurt-Short-Bruza Architects Engineers Planners

11949

VOLUME 1 OF 4

FIRE

COMM

102CORRIDOR

ELEC

UNISEX

RAMP

CARGO

FLEET STOR

JOINT

INSPECTION

LOCKERS

PPE

TRAINING

BAG

FLEET

OFFICE

117 COFFEE

JAN

ELEV

BAGGAGE

SCAN

CORRIDOR

FLEET

WORK

MEN

WOMEN

STAIR #1

PALLET

BUILD-UP

LAV TRUCK

CIRCULATION

Hoistway Req.

Depth Min. 6'-11" Width Min. 8'-6"

BAGGAGE

CHECK-IN

PASSENGER

HOLDING

170 35

TRAVEL DISTANCE (41'-0")

TRAVEL DISTANCE(70'-0")

TRAVEL DISTANCE

(58'-0")

TRAVEL DISTANCE (73'-0")

TRAVEL DISTANCE (88'-0")

TRAVEL DISTANCE (105'-0")

PASSENGER

HOLDING

STERILE

H R

1 HR

3 2

CORRIDOR

BAGGAGE

SCAN

PUMP ROOM

132 1

1 HR

1 HR1

H R

1 HR1 HR

H R

BAGGAGE /

PALLET

COMMON PATH

(50'-0")

LIFE SAFETY LEGEND

ONE HOUR FIRE BARRIER1 HR

38'-0"

TRAVEL

DISTANCE

DENOTES

EXIT ROUTE

DENOTES

BUILDING EXIT

BREAK POINT

OCCUPANT LOAD NUMBER

AT EXIT COMPONENT

EXIT COMPONENT MAXIMUM

OCCUPANT CAPACITY NUMBER

# OCCUPANT LOAD FACTOR PER

UFC 3-600-01, TABLE 10-1

PLUMBING FIXTURES

FIXTURE TYPE REQ. #

BUSINESS (B) - 38 OCCUPANTS

W.C. (MEN)

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

TOTALS (ROUND UP)

W.C. (MEN) 0.39+0.76+0.06 2

W.C. (WOMEN) UNISEX

LAV. (MEN)

LAV. (WOMEN) UNISEX

D.F. 1

SERVICE SINK

STORAGE AND MECHANICAL- [(S-1)] - 12 OCCUPANTS

W.C. (MEN) 1 PER 100 0.06

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

IBC 2018 TABLE 403.1

LOAD FACTOR (LF) (OCC/LF)

1 PER 100

(6/100)

1 PER 25 FOR FIRST(50) (19/25) 0.76

0.48

1.21

(19/40) 0.48

ACTUAL

CALC.

3+2 UR

0.25+0.48+0.06 1

0.8

1 PER 25 FOR FIRST(50)

1 PER 40 FOR FIRST(80)

0.75+0.76+0.06 1.57

0.25+0.48+0.06 0.8

0.06 0.06 0.06

(19/40) (19/25) 0.76

(6/100) (6/100) (6/100)

ASSEMBLY (A) - 98 OCCUPANTS

W.C. (MEN)

W.C. (WOMEN)

LAV. (MEN)

LAV. (WOMEN)

1 PER 125 (49/125) 0.39

0.25 (49/200) 0.25

1 PER 65

1 PER 200

(49/200) (49/65) 0.75

CORR

DCC

ADMIN

IDO

SIPR

ATOC

UNISEX

CONF

CORR

216SUPERVISOR

/ MANAGER

CORR

TO LIBRARY

/ HOTEL / QC

BREAKRM

LOAD

PLANNING

212CORR

CORRIDOR

ADMIN

MECH.

STAIR #1

ELEV

OPEN TO BELOW

ROOF BELOW

TRAVEL DISTANCE (89'-8")

TRAVEL DISTANCE (90'-8")

TRAVEL DISTANCE

(32'-0")

(49'-0")

H R

1 HR

1 1

2 2

STAIR IS NOT AN ACCESSIBLE MEANS OF

EGRESS. ACTUAL STAIR LOAD IS 25

OCCUPANTS. STAIR WIDTH IS 38". THIS

INCLUDES HANDRAIL PROTRUSION IN

CLEARANCE DIMENSION. STAIR IS IN

COMPLIANCE WITH IBC 2018, SECTION

1011.2, EXCEPTION 1.

COMMON

PATH

(40'-0")

COMMON

PATH

(29'-0")

ROOMS SHALL BE CLASSIFIED AS

BUSINESS PER 2018 IBC, CHAPTER 3,

SECTION 303, PARAGRAPH 303.1.2,

OCCUPANCY LEGEND

ASSEMBLY

BUSINESS

STORAGE

UNOCCUPIED

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

2000 East Lamar Blvd, Suite 600 Arlington, TX 76006 fsb-ae.com

Architecture Engineering Planning Frankfurt Short Bruza / Texas

817.588.3010

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

MAY 29, 2020

20180720

LLP

Pr oj ec t N o.

: F

C ha rlo tte A

N G

B as e, C

, N C

N or th C ar ol in a

A ir

N at io na l G ua rd C

-1

C on ve rs io n:

A dd

/A lte r S m al l T er m in al

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C :\U sers\oae\D o cum ents\M y R evit\80720_Arch_ O E strada6SZ64.rvt

3/10/2021 9:50: 40 AM

CODE AND LIFE SAFETY PLAN

G-101

JMI

OAE

MBP

SCALE 1/8" = 1'-0"

CODE AND LIFE SAFETY GROUND FLOOR PLAN1

CODE SUMMARY

USE AND OCCUPANCY: (IBC 2018)

INDIVIDUAL CLASSIFICATION OF OCCUPANCY

ASSEMBLY: GROUP A-3 (SECTION 303.4)

BUSINESS: GROUP B (SECTION 304.1)

STORAGE: GROUP S-1 (SECTION 311.1)

PRELIMINARY CODE ANALYSIS BASED ON NON

SEPARATED MIXED USE OCCUPANCY USING THE MOST

RESTRICTIVE OCCUPANCY CLASSIFICATION S-1

(508.3.2)

OCCUPANCY GROUP(S) (NFPA 101-2018):

INDIVIDUAL CLASSIFICATION OF OCCUPANCIES:

ASSEMBLY (SECTION 6.1.2)

BUSINESS (SECTION 6.1.11)

STORAGE- ORDINARY HAZARD (SECTION 6.1.13)

TYPE OF CONTRUCTION (IBC 2018 TABLE 601):

TYPE II-B WITH SPRINKLER SYSTEM

ALLOWABLE HEIGHT (IBC 2018):

75 FT PER TABLE 504.3

ACTUAL HEIGHT: 28'-4" FT

ALLOWABLE AREA (IBC 2018):

PER SECTION 507.5, 507.6 UNLIMITED AREA FOR TWO

STORY

SPRINKLERED GROUP A, B AND S.

ACTUAL AREA: 15,243 GSF

SCALE 1/8" = 1'-0"

CODE AND LIFE SAFETY SECOND FLOOR PLAN2

0 4' 8' 16'

1/8" = 1'-0"

1 ADDENDUM #1 03/03/2021

Frankfurt-Short-Br document1 5801 Broadway Extension, S

Telephone (405) 840-2931 Fa

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

2000 East Lamar Blvd, Suite 600 Arlington, TX 76006 fsb-ae.com

Architecture Engineering Planning Frankfurt Short Bruza / Texas

817.588.3010

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

54321

MAY 29, 2020

20180720

LLP

Pr oj ec t N o.

: F

C ha rlo tte A

N G

B as e, C

, N C

N or th C ar ol in a

A ir

N at io na l G ua rd C

-1

C on ve rs io n:

A dd

/A lte r S m al l T er m in al

B ld g

C :\U sers\oae\D o cum ents\M y R evit\80720_Arch_ oae.rvt

5/28/2020 2:05: 18 PM

APPENDIX B CODE SHEETS

G-102

JMI

OAE

MBP

Frankfurt-Short-B document1 5801 Broadway Extension, S

Telephone (405) 840-2931 Fa

SS SS

W W

W W W

MH B-2

RIM EL 733.57

INV EL. 727.15

EXISTING CONDITIONS PLAN

C100

MGV

SCALE: 1" = 20'

40200

EXISTING CONDITIONS PLAN

W W W

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

MAY 29, 2020

20180720

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

LLP

P r o j e c t

N o

J R

C h a r l o t t e

N G

B a s e

D I A

N o r h

C r o l i n a

A i r

N a t i o n a l

G u a r d

54321

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C o n v e r s i o n

A d d

A l t e r

S m a l l

T e r m i n a l

B l d g

111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

AutoCAD SHX Text

TBM FLANGE BOLT ON HYDRANT ELEV.:729.04'

AutoCAD SHX Text

FFE:724.30'

AutoCAD SHX Text

FFE:736.32'

AutoCAD SHX Text

FFE:724.45'

AutoCAD SHX Text

FFE:734.20'

AutoCAD SHX Text

FFE:734.32'

AutoCAD SHX Text

FFE:734.31'

AutoCAD SHX Text

BFP

AutoCAD SHX Text Vault

AutoCAD SHX Text

HVAC

AutoCAD SHX Text 16" Maple

AutoCAD SHX Text 6" Holly

AutoCAD SHX Text

EXISTING BUILDING #5

AutoCAD SHX Text

EXISTING BUILDING #61

AutoCAD SHX Text

EXISTING BUILDING #2

AutoCAD SHX Text

EXISTING STEEL CARPORT

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

FFE:734.39'

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text Transformer

AutoCAD SHX Text

AutoCAD SHX Text concrete

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

SSMH RIM:723.03' INV. OUT:717.98'

AutoCAD SHX Text Jersey Barriers

AutoCAD SHX Text

DROP INLET RIM:731.10' BOTTOM:727.98'

AutoCAD SHX Text

DROP INLET RIM:730.43' INACCESSIBLE

AutoCAD SHX Text

EXISTING STEEL BUILDING

AutoCAD SHX Text French Drain

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text 99.9'

AutoCAD SHX Text 25.6'

AutoCAD SHX Text 46.2'

AutoCAD SHX Text 54.8'

AutoCAD SHX Text 146.1'

AutoCAD SHX Text 80.4'

AutoCAD SHX Text concrete

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

CONCRETE WALL

AutoCAD SHX Text Curbing

AutoCAD SHX Text concrete

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 28.7'

AutoCAD SHX Text 49.2'

AutoCAD SHX Text asphalt

AutoCAD SHX Text Overhang

AutoCAD SHX Text

CURB INLET TOP CURB:722.83' INV. OUT:719.88'

AutoCAD SHX Text CURB INLET TOP CURB:722.75' INV. IN:719.62' (SW) INV. IN:719.86' (NW) INV. OUT:719.64'

AutoCAD SHX Text

CURB INLET TOP CURB:722.78' INV. IN:720.72' INV. OUT:720.41'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

BOTTOM:730.74'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

INV:732.28'

AutoCAD SHX Text

INV:732.60'

AutoCAD SHX Text

INV:732.93'

AutoCAD SHX Text

INV:733.24'

AutoCAD SHX Text

INV:732.32'

AutoCAD SHX Text

INV:731.86'

AutoCAD SHX Text

INV:731.71'

AutoCAD SHX Text

INV:731.58'

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

RCP REINFORCED CONCRETE PIPE

AutoCAD SHX Text

OVERHEAD UTILITIES

AutoCAD SHX Text

ICV

AutoCAD SHX Text

STORM DRAINAGE MANHOLE

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

MISC. UTILITY BOX

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

BFP BACKFLOW PREVENTER

AutoCAD SHX Text

TBM TEMPORARY BENCHMARK

AutoCAD SHX Text

EMERGENCY SHUT-OFF VALVE

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

GATE TELEPHONE

AutoCAD SHX Text

HAZARDOUS WASTE SATELLITE

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

STORM SEWER LINE

AutoCAD SHX Text

GAS SERVICE LINE

AutoCAD SHX Text

COMMUNICATION LINE

AutoCAD SHX Text

TEMPORARY SILT FENCE

AutoCAD SHX Text

ELECTRIC LINE

AutoCAD SHX Text

GAS LINE

SS SS

W W

W W W

REMOVE EXISTING PAVEMENT STRIPING

WITHOUT DAMAGING EXISTING PAVEMENT

WITH WATER BLASTING OR APPROVED EQUAL

MH B-2

RIM EL 733.57

INV EL. 727.15

SAWCUT, REMOVE AND DISPOSE EXISTING

ASPHALT PAVEMENT AND EXISTING

CONCRETE WITHIN BOUNDARY LIMITS.

COORDINATE WITH LANDSCAPE PLANS.

JERSEY BARRIERS TO BE REMOVED

AND RETURNED TO OWNER

EXISTING WATER SERVICE TO BE REMOVED

CAREFULLY REMOVE AND DELIVER EXISTING

STEEL STORAGE CARPORT TO OWNER.

GRIND REMAINING BOLTS OR PLATES

SMOOTH WITH CONCRETE SURFACE.

CONCRETE TO REMAIN

36" Ø OAK TREE

TO BE REMOVED

EXISTING 4" Ø STORM DRAIN

TO BE REMOVED

EXISTING ROOF DRAIN HEADER PIPE

TO BE REMOVED

EXISTING TRENCH DRAINS

TO BE REMOVED

JERSEY BARRIERS TO REMAIN

SAW CUT AND REMOVE CONCRETE FOR

SANITARY SERVICE TRENCH EXCAVATION

JERSEY BARRIERS TO BE REMOVED

AND RETURNED TO OWNER

SAWCUT, REMOVE AND DISPOSE EXISTING

ASPHALT PAVEMENT WITHIN BOUNDARY

LIMITS. COORDINATE WITH LANDSCAPE PLANS.

SAW CUT AND REMOVE EXISTING ASPHALT

PAVEMENT FOR SURFACE COURSE OVERLAY

OVER EXISTING PAVEMENT

REMOVE AND DISPOSE CONCRETE AT

THE BASE OF THE STAIR

DEMOLITION PLAN

C101

SCALE: 1" = 20'

40200

DEMOLITION PLAN

W W W

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

MAY 29, 2020

20180720

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

LLP

P r o j e c t

N o

J R

C h a r l o t 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

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C o n v e r s i o n

A d d

A l t e r

S m a l l

T e r m i n a l

B l d g

111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

AutoCAD SHX Text

TBM FLANGE BOLT ON HYDRANT ELEV.:729.04'

AutoCAD SHX Text

FFE:724.30'

AutoCAD SHX Text

FFE:736.32'

AutoCAD SHX Text

FFE:724.45'

AutoCAD SHX Text

FFE:734.20'

AutoCAD SHX Text

FFE:734.32'

AutoCAD SHX Text

FFE:734.31'

AutoCAD SHX Text

BFP

AutoCAD SHX Text Vault

AutoCAD SHX Text

HVAC

AutoCAD SHX Text 16" Maple

AutoCAD SHX Text 6" Holly

AutoCAD SHX Text

EXISTING BUILDING #5

AutoCAD SHX Text

EXISTING BUILDING #61

AutoCAD SHX Text

EXISTING BUILDING #2

AutoCAD SHX Text

EXISTING STEEL CARPORT

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

FFE:734.39'

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text Transformer

AutoCAD SHX Text

AutoCAD SHX Text concrete

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

SSMH RIM:723.03' INV. OUT:717.98'

AutoCAD SHX Text Jersey Barriers

AutoCAD SHX Text

DROP INLET RIM:731.10' BOTTOM:727.98'

AutoCAD SHX Text

DROP INLET RIM:730.43' INACCESSIBLE

AutoCAD SHX Text

EXISTING STEEL BUILDING

AutoCAD SHX Text French Drain

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text 99.9'

AutoCAD SHX Text 25.6'

AutoCAD SHX Text 46.2'

AutoCAD SHX Text 54.8'

AutoCAD SHX Text 146.1'

AutoCAD SHX Text 80.4'

AutoCAD SHX Text concrete

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

CONCRETE WALL

AutoCAD SHX Text Curbing

AutoCAD SHX Text concrete

AutoCAD SHX Text 12.0'

AutoCAD SHX Text 28.7'

AutoCAD SHX Text 49.2'

AutoCAD SHX Text asphalt

AutoCAD SHX Text Overhang

AutoCAD SHX Text

CURB INLET TOP CURB:722.83' INV. OUT:719.88'

AutoCAD SHX Text CURB INLET TOP CURB:722.75' INV. IN:719.62' (SW) INV. IN:719.86' (NW) INV. OUT:719.64'

AutoCAD SHX Text

CURB INLET TOP CURB:722.78' INV. IN:720.72' INV. OUT:720.41'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

BOTTOM:730.74'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

INV:732.28'

AutoCAD SHX Text

INV:732.60'

AutoCAD SHX Text

INV:732.93'

AutoCAD SHX Text

INV:733.24'

AutoCAD SHX Text

INV:732.32'

AutoCAD SHX Text

INV:731.86'

AutoCAD SHX Text

INV:731.71'

AutoCAD SHX Text

INV:731.58'

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

RCP REINFORCED CONCRETE PIPE

AutoCAD SHX Text

OVERHEAD UTILITIES

AutoCAD SHX Text

ICV

AutoCAD SHX Text

STORM DRAINAGE MANHOLE

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

MISC. UTILITY BOX

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

BFP BACKFLOW PREVENTER

AutoCAD SHX Text

TBM TEMPORARY BENCHMARK

AutoCAD SHX Text

EMERGENCY SHUT-OFF VALVE

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

GATE TELEPHONE

AutoCAD SHX Text

HAZARDOUS WASTE SATELLITE

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

STORM SEWER LINE

AutoCAD SHX Text

GAS SERVICE LINE

AutoCAD SHX Text

COMMUNICATION LINE

AutoCAD SHX Text

TEMPORARY SILT FENCE

AutoCAD SHX Text

ELECTRIC LINE

SS SS

W W

W W W

CONCRETE ADA SIDEWALK

(5% MAX RUNNING SLOPE,

2% MAX CROSS SLOPE)

ADA PARKING STALLS WITH TRAFFIC MARKINGS,

SIGNAGE, AND STRIPED ACCESS AISLE. ADA

STALL AND ACCESS AISLE SHALL HAVE 2.0%

MAX. SLOPES

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 OWNER.

8' HIGH BLACK VINYL COATED CHAIN LINK FENCE

AND GATE, SEE LANDSCAPE SITE PLAN FOR DETAIL.

COORDINATE WITH ELECTRICAL AND

COMMUNICATION PLANS FOR ACCESS CONTROL.

732.75

732.38

732.58

732.75

8' HIGH BLACK VINYL COATED CHAIN LINK

FENCE, REFER TO LANDSCAPE PLAN

MH B-2

RIM EL 733.57

INV EL. 727.15

REPAIR CONCRETE PAVEMENT

AFTER REMOVAL OF EXISTING

STEEL & CANVAS BUILDINGS

SAW CUT AND REMOVE EXISTING CONCRETE FOR

TRENCH EXCAVATION FOR SANITARY SEWER

LATERAL AND RESTORE CONCRETE PAVEMENT.

731.60

SAW CUT EXISTING PAVEMENT AND MILL 2"

DEEP 3' WIDE KEYWAY FOR SURFACE COURSE

OVERLAY OVER EXISTING PAVEMENT

DUMPSTER LOCATION, SEE LANDSCAPE SITE

PLAN FOR DETAIL

HVAC EQUIPMENT PAD

32'-0" X 46'-5 1/4" COVERED

STORAGE AREA

CONCRETE WALKWAY. SLOPE AREA

BETWEEN BUILDING #5 AND BUILDING

#61 TO TRENCH DRAIN.

INSTALL TURF REINFORCEMENT MATS, SEE SHEET

C502 FOR DETAILS. PROVIDE PERMANENT GROUND

COVER, TOPSOIL, AND FERTILIZER TO ACHIEVE

PERMANENT VEGETATIVE STABILIZATION. LIMITS OF

TURF REINFORCEMENT MAT (1,295 SF) FOR AREA

WITHIN DRIP LINE OF EXISTING OAK TREE TO BE

REMOVED FOR THE AREA OF CONCERN FOR EXISTING

SOIL EROSION CONDITIONS. COORDINATE WITH

LANDSCAPE PLANS.

REMOVE AND PROPERLY DISPOSE OF

ANY DEBRIS, SEDIMENT OR MATERIAL

WITHIN THE EXISTING TRENCH DRAIN

REMOVE EXISTING ROOF DRAIN HEADER

PIPE AND REPLACE WITH TRENCH

DRAIN. ALL EXISTING ROOF DRAINS

MUST BE RECONNECTED FROM

BUILDING #61 INTO TRENCH DRAIN.

EXTERIOR STAIRWAY, SEE SHEET C112

TEMPORARY SILT FENCE TO BE

INSTALLED AT LIMITS OF DISTURBANCE

FOR LAWN AND GRASS AREAS (TYP.),

SEE SHEET C502 FOR DETAILS

TEMPORARY INLET PROTECTION MEASURES

FOR SEDIMENT CONTROL (TYP.), SEE SHEET

C502 FOR DETAILS

ADA DETECTABLE WARNING SURFACE,

SEE SHEET C501

BLACK VINYL COATED CHAIN LINK

PEDESTRIAN GATE, REFER TO

LANDSCAPE PLAN

BLACK VINYL COATED CHAIN LINK FENCE AND

GATE. COORDINATE WITH ELECTRICAL AND

COMMUNICATION PLANS FOR ACCESS CONTROL.

BLACK VINYL COATED CHAIN LINK PEDESTRIAN

GATE. COORDINATE WITH ELECTRICAL AND

COMMUNICATION PLANS FOR ACCESS CONTROL.

REINSTALL CONCRETE LANDING AT

BASE OF STAIRS TO MEET ABA SLOPE,

MAX 2% SLOPE ANY DIRECTION

SITE PLAN

C102

MGV

SCALE: 1" = 20'

40200

SITE PLAN

W W W

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

MAY 29, 2020

20180720

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

LLP

P r o j e c t

N o

J R

C h a r l o t 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

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C o n v e r s i o n

A d d

A l t e r

S m a l l

T e r m i n a l

B l d g

111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

AutoCAD SHX Text

TBM FLANGE BOLT ON HYDRANT ELEV.:729.04'

AutoCAD SHX Text

FFE:724.30'

AutoCAD SHX Text

FFE:736.32'

AutoCAD SHX Text

FFE:724.45'

AutoCAD SHX Text

FFE:734.20'

AutoCAD SHX Text

FFE:734.32'

AutoCAD SHX Text

FFE:734.31'

AutoCAD SHX Text

BFP

AutoCAD SHX Text Vault

AutoCAD SHX Text

HVAC

AutoCAD SHX Text 16" Maple

AutoCAD SHX Text 6" Holly

AutoCAD SHX Text

EXISTING BUILDING #5

AutoCAD SHX Text

EXISTING BUILDING #61

AutoCAD SHX Text

EXISTING BUILDING #2

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

FFE:734.39'

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text Transformer

AutoCAD SHX Text

AutoCAD SHX Text concrete

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

SSMH RIM:723.03' INV. OUT:717.98'

AutoCAD SHX Text Jersey Barriers

AutoCAD SHX Text

DROP INLET RIM:731.10' BOTTOM:727.98'

AutoCAD SHX Text

DROP INLET RIM:730.43' INACCESSIBLE

AutoCAD SHX Text

EXISTING STEEL BUILDING

AutoCAD SHX Text French Drain

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text 99.9'

AutoCAD SHX Text 25.6'

AutoCAD SHX Text 46.2'

AutoCAD SHX Text 54.8'

AutoCAD SHX Text 146.1'

AutoCAD SHX Text 80.4'

AutoCAD SHX Text concrete

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

CONCRETE WALL

AutoCAD SHX Text Curbing

AutoCAD SHX Text concrete

AutoCAD SHX Text 12.0'

AutoCAD SHX Text asphalt

AutoCAD SHX Text Overhang

AutoCAD SHX Text

CURB INLET TOP CURB:722.83' INV. OUT:719.88'

AutoCAD SHX Text CURB INLET TOP CURB:722.75' INV. IN:719.62' (SW) INV. IN:719.86' (NW) INV. OUT:719.64'

AutoCAD SHX Text

CURB INLET TOP CURB:722.78' INV. IN:720.72' INV. OUT:720.41'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

BOTTOM:730.74'

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

INV:732.28'

AutoCAD SHX Text

INV:732.60'

AutoCAD SHX Text

INV:732.93'

AutoCAD SHX Text

INV:733.24'

AutoCAD SHX Text

INV:732.32'

AutoCAD SHX Text

INV:731.86'

AutoCAD SHX Text

INV:731.71'

AutoCAD SHX Text

INV:731.58'

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

RCP REINFORCED CONCRETE PIPE

AutoCAD SHX Text

OVERHEAD UTILITIES

AutoCAD SHX Text

ICV

AutoCAD SHX Text

STORM DRAINAGE MANHOLE

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

MISC. UTILITY BOX

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

BFP BACKFLOW PREVENTER

AutoCAD SHX Text

TBM TEMPORARY BENCHMARK

AutoCAD SHX Text

EMERGENCY SHUT-OFF VALVE

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

GATE TELEPHONE

AutoCAD SHX Text

HAZARDOUS WASTE SATELLITE

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

STORM SEWER LINE

AutoCAD SHX Text

GAS SERVICE LINE

AutoCAD SHX Text

COMMUNICATION LINE

AutoCAD SHX Text

TEMPORARY SILT FENCE

AutoCAD SHX Text

ELECTRIC LINE

SS SS

W W

W W W

RELOCATE COMMUNICATION SERVICE

6" Ø DI (PE WRAPPED) FIRE FLOW SERVICE WITH POST

INDICATOR WITH TAMPER SWITCH, CONDUIT FLUSH TO

BUILDING. INSTALL, TEST, CERTIFICATE PER NFPA 24.

CORE AND SEAL EXISTING MANHOLE FOR SANITARY

SEWER LATERAL CONNECTION AND RECONSTRUCT

CHANNEL AND BENCHING, AS NECESSARY

REPLACE EXISTING 4" Ø SANITARY SEWER SERVICE

WITH 6" Ø SDR 35 PVC SANITARY SEWER LATERAL

WITH CLEANOUT @ 2 % MIN. SLOPE

MH B-2

RIM EL 733.57

INV EL. 727.15

INV. EL.

728.12

INV. EL. 727.35

6" x 6" x 3" SDR 35 PVC WYE FITTING FOR

SANITARY SEWER LATERAL WITH CLEANOUT

6" X 6" X 4" SDR 35 PVC WYE FITTING FOR

SANITARY SEWER LATERAL WITH CLEANOUT

INV. EL.

728.64

CONTRACTOR SHALL PERFORM NON-DESTRUCTIVE

INVESTIGATION WORK WITH INTERNAL CCTV VIDEO

INSPECTION TO DETERMINE THE CONDITION OF THE

EXISTING SANITARY SEWER LATERAL AND IF EXISTING

SANITARY LATERAL APPEARS ACTIVE UPSTREAM OF

THE TIE-IN LOCATION FOR POSSIBLE ABANDONMENT.

4"Ø DI WALL MOUNTED REMOTE FIRE DEPARTMENT

CONNECTION WITH SIGNAGE

44 LF - 6" Ø SCHEDULE 40 PVC ROOF DRAIN PIPE

@ 2% SLOPE WITH CLEANOUT ASSEMBLY WITH

CAST IRON ACCESS BOX AND COVER AT 90° BEND

2 1/2" WATER SERVICE

UNDERGOUND ELECTRICAL SERVICE TO FIRE PUMP ROOM

AND ELECTRICAL ROOM, SEE ELECTRICAL SHEET FOR DETAILS

CONTRACTOR SHALL PERFORM TEST PIT TO DETERMINE

LOCATION OF EXISTING 10"Ø PVC ROOF DRAINAGE PIPE.

58 LF - 10" PRECAST TRENCH DRAIN @ 2% SLOPE, SEE SHEET

C502 FOR DETAIL. ALL EXISTING ROOF DRAINS MUST BE

RECONNECTED FROM BUILDING #61 INTO TRENCH DRAIN WITH

CATCH BASIN JUNCTION STRUCTURE.

H.P

CUT AND CAP EXISTING SANITARY SEWER

LATERAL UPSTREAM OF ACTIVE CONNECTION

TO ABANDON EXISTING SANITARY SEWER

LATERAL UPSTREAM OF ACTIVE CONNECTION

LOCATION, IF NECESSARY

SANITARY SEWER LATERAL

CLEANOUT ASSEMBLY WITH

CAST IRON TRAFFIC RATED

ACCESS BOX WITH FRAME AND

COVER (TYP.), SEE SHEET C501

CONCRETE FILLET WITHIN EXISTING TRENCH

DRAIN TO REDIRECT STORMWATER TO EAST

END FOR CONVEYANCE TO STORM SEWER

BETWEEN EXISTING BUILDING #5 AND

EXISTING BUILDING #61

CATCH BASIN

GRATE EL. 732.90'

INV. EL. IN: 729.66'

INV. EL. OUT: 727.90'

CATCH BASIN

GRATE EL. 733.90'

INV. EL. IN (12"Ø): 731.99'

INV. EL. IN (6"Ø): 730.82'

INV. EL. OUT: 730.82'

RELOCATE EXISTING COMMUNICATION LINE TO AVOID

CONFLICT WITH TRENCH DRAIN IF NECESSARY

12"Ø CLASS V RCP STORM SEWER CONNECTION AND

REPAIR OF EXISTING TRENCH DRAIN AS NECESSARY

INV. EL. 732.50'± (FIELD VERIFY)

17 LF - 12"Ø CLASS V RCP

STORM SEWER @ 3% SLOPE

INV. EL. 731.70'

CONTRACTOR SHALL ATTEMPT TO SALVAGE EXISTING

CLEANOUT INTERCONNECTION.

10 LF - 10" Ø SCHEDULE 40 PVC SHORT STUB @ 9% SLOPE

INV. EL. (10"Ø): 727.00'±

(TEST PIT VERIFY)

ELECTRICAL CONDUITS, SEE SHEET ES102

ELECTRICAL SITE PLAN

CONTRACTOR TO COORDINATE UTILITY LOCATIONS

ELECTRICAL CONDUITS, SEE SHEET ES102

ELECTRICAL SITE PLAN

UTILITY PLAN

C110

MGV

SCALE: 1" = 20'

40200

UTILITY PLAN

W W W

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

MAY 29, 2020

20180720

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

LLP

P r o j e c t

N o

J R

C h a r l o t 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

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C o n v e r s i o n

A d d

A l t e r

S m a l l

T e r m i n a l

B l d g

111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

AutoCAD SHX Text

TBM FLANGE BOLT ON HYDRANT ELEV.:729.04'

AutoCAD SHX Text

FFE:724.30'

AutoCAD SHX Text

FFE:736.32'

AutoCAD SHX Text

FFE:724.45'

AutoCAD SHX Text

FFE:734.20'

AutoCAD SHX Text

FFE:734.32'

AutoCAD SHX Text

FFE:734.31'

AutoCAD SHX Text

BFP

AutoCAD SHX Text Vault

AutoCAD SHX Text

HVAC

AutoCAD SHX Text 16" Maple

AutoCAD SHX Text 6" Holly

AutoCAD SHX Text

EXISTING BUILDING #5

AutoCAD SHX Text

EXISTING BUILDING #61

AutoCAD SHX Text

EXISTING BUILDING #2

AutoCAD SHX Text

HVAC

AutoCAD SHX Text

FFE:734.39'

AutoCAD SHX Text 36" Oak

AutoCAD SHX Text Transformer

AutoCAD SHX Text

AutoCAD SHX Text concrete

AutoCAD SHX Text

STAIRS

AutoCAD SHX Text

SSMH RIM:723.03' INV. OUT:717.98'

AutoCAD SHX Text Jersey Barriers

AutoCAD SHX Text

DROP INLET RIM:731.10' BOTTOM:727.98'

AutoCAD SHX Text

DROP INLET RIM:730.43' INACCESSIBLE

AutoCAD SHX Text

EXISTING STEEL BUILDING

AutoCAD SHX Text French Drain

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text 99.9'

AutoCAD SHX Text 25.6'

AutoCAD SHX Text 46.2'

AutoCAD SHX Text 54.8'

AutoCAD SHX Text 146.1'

AutoCAD SHX Text 80.4'

AutoCAD SHX Text concrete

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

BRICK WALL

AutoCAD SHX Text

CONCRETE WALL

AutoCAD SHX Text Curbing

AutoCAD SHX Text concrete

AutoCAD SHX Text 12.0'

AutoCAD SHX Text asphalt

AutoCAD SHX Text Overhang

AutoCAD SHX Text

CURB INLET TOP CURB:722.83' INV. OUT:719.88'

AutoCAD SHX Text CURB INLET TOP CURB:722.75' INV. IN:719.62' (SW) INV. IN:719.86' (NW) INV. OUT:719.64'

AutoCAD SHX Text

CURB INLET TOP CURB:722.78' INV. IN:720.72' INV. OUT:720.41'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

12" RCP

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12" RCP

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12" RCP

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BOTTOM:730.74'

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10" PVC

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INV:732.28'

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INV:732.60'

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INV:732.93'

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INV:733.24'

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INV:732.32'

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INV:731.86'

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INV:731.71'

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INV:731.58'

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LEGEND

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SIGN

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WATER METER

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WATER VALVE

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HYDRANT

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SANITARY SEWER MANHOLE

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TELEPHONE PEDESTAL

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

RCP REINFORCED CONCRETE PIPE

AutoCAD SHX Text

OVERHEAD UTILITIES

AutoCAD SHX Text

ICV

AutoCAD SHX Text

STORM DRAINAGE MANHOLE

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

MISC. UTILITY BOX

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

BFP BACKFLOW PREVENTER

AutoCAD SHX Text

TBM TEMPORARY BENCHMARK

AutoCAD SHX Text

EMERGENCY SHUT-OFF VALVE

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

GATE TELEPHONE

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HAZARDOUS WASTE SATELLITE

AutoCAD SHX Text

SANITARY SEWER LINE

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WATER LINE

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STORM SEWER LINE

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GAS SERVICE LINE

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COMMUNICATION LINE

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TEMPORARY SILT FENCE

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ELECTRIC LINE

EXISTING

BUILDING

NO. 1

MH E

RIM EL. 711.55

INV IN EL. 709.09

INV OUT EL. 708.89

EXIST. 3/4" GAS MAIN

EXIST. UNDERGROUND ELECTRICAL

SERVICE TO BUILDING NO. 1 HYD

T E

M P

O R

A R

F A

C I L I T

TEMPORARY WATER

SERVICE WITH METER

TEMPORARY CONNECTION

TO EXISTING SANITARY

SEWER SERVICE

TEMPORARY UNDERGROUND

ELECTRICAL SERVICE TO

EXISTING ELECTRICAL PANEL

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 OWNER.

3. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT, INSTALL TEMPORARY UTILITIES, REMOVE

TEMPORARY UTILITIES AT PROJECT COMPLETION OR AS REQUIRED BY GOVERNMENT, AND RESTORE

TEMPORARY FACILITY AREA TO PRE-CONSTRUCTION CONDITIONS.

4. AVAILABLE INFORMATION AS TO THE LOCATION OF EXISTING SUBSTRUCTURES AND UTILITIES HAS BEEN

COLLECTED FROM VARIOUS SOURCES. THE RESULTS OF SUCH INVESTIGATIONS, AS MAY BE SHOWN IN

THE CONTRACT DRAWINGS ARE NOT GUARANTEED AS TO ACCURACY. ALL EXISTING UTILITIES ARE

SHOWN FOR INFORMATION ONLY. THE CONTRACTOR SHALL TEST PIT AS DIRECTED BY THE ENGINEER

AND WHERE SHOWN ON THE DRAWINGS TO VERIFY TRUE AND EXACT LOCATIONS OF UNDERGROUND

LINES.

EXIST. ASPHALT PAVEMENT

MH F

EXISTING ELECTRICAL PANEL

EXISTING ELECTRICAL TRANSFORMER

EXISTING SANITARY SEWER

CONNECT WATER INSIDE

BUILDING NO. 1. DO NOT

REMOVE HOSE BIB AND ADD

HEAT TRACE TO WATER LINES.

TEMPORARY

COMMUNICATIONS

LINE

TEMPORARY CONNECTION NOTES:

1. ALL TEMPORARY SERVICES ARE NEW INSTALLATIONS TO EXISTING TIE-INS.

TEMPORARY UTILITY PLAN

C111

MGV

SCALE: 1" = 20'

40200

TEMPORARY UTILITY PLAN

OHE

W W

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

MAY 29, 2020

20180720

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

LLP

P r o j e c t

N o

J R

C h a r l o t 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

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C o n v e r s i o n

A d d

A l t e r

S m a l l

T e r m i n a l

B l d g

111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

RCP REINFORCED CONCRETE PIPE

AutoCAD SHX Text

OVERHEAD ELECTRIC LINE

AutoCAD SHX Text

ICV

AutoCAD SHX Text

STORM DRAINAGE MANHOLE

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

MISC. UTILITY BOX

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

BFP BACKFLOW PREVENTER

AutoCAD SHX Text

TBM TEMPORARY BENCHMARK

AutoCAD SHX Text

EMERGENCY SHUT-OFF VALVE

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

GATE TELEPHONE

AutoCAD SHX Text

HAZARDOUS WASTE SATELLITE

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

STORM SEWER LINE

AutoCAD SHX Text

GAS SERVICE LINE

AutoCAD SHX Text

COMMUNICATION LINE

AutoCAD SHX Text

TEMPORARY SILT FENCE

AutoCAD SHX Text

ELECTRIC LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

ELECTRIC TRANSFORMER

ELECTRIC PANEL

W W

W W W

W W

MATCH EXISTING GRADE

MATCH EXISTING

GRADE AT TOP OF CURB

EXISTING

COMMUNICATIONS LINE

EXISTING GAS LINE,

RELOCATE IF NECESSARY

RELOCATE EXISTING

COMMUNICATIONS LINE

EXISTING GAS LINE

EXISTING COMMUNICATIONS LINE,

RELOCATE IF NECESSARY

SEE ELECTRICAL

DRAWING ES101 FOR

STAIR SITE LIGHTING PLAN

SCALE: 1" = 5'

EXTERIOR STAIRWAY PLAN

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

20180720

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

LLP

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

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C o n v e r s i o n

A d d

A l t e r

S m a l l

T e r m i n a l

B l d g

C112

JRH/LLP

JLM

CONCRETE STEPS

SCALE

NOT TO SCALE

12"

BOTTOM OF CONC. CURB

FOOTING

#4 @ 12" EW

6'-0"

1 1/2" DIA. SCH. 40

T-304 S.S. PIPE

HANDRAIL

NOTES:

1. CONCRETE CURB TO BE CORE DRILLED (2 1/2" DIA.) FOR THE

INSTALLATION OF HANDRAIL. ANNULAR SPACE TO BE FILLED WITH

NON-SHRINK, NON-METALIC GROUT TO SURFACE, SURFACE TO BE

FLUSH WITH TOP OF CURB AND SLOPED FOR POSITIVE DRAINAGE.

GROUT COLOR TO CONTRAST COLOR OF CONCRETE CURB AND

STAIRS. CONCTRACTOR TO SUBMIT COLOR SAMPLES FOR

PROJECT ENGINEER TO APPROVE PRIOR TO CORE DRILLING OF

HANDRAIL.

2. CONTRACTOR TO SUBMIT HANDRAIL FABRICATOR'S SHOP

DRAWINGS FOR REIVEW BY THE PROJECT PROFESSIONAL.

3. HANDRAIL SHALL COMPLY WITH ALL CURRENT IBC CODES.

4. ALL HANDRAIL WELDS TO BE GROUND SMOOTH.

5. WHERE STAIRS ARE POURED AGAINST WALLS, CONTRACTOR TO

INSTALL BOND BREAKER. SEE SECTION B-B1.

4" LEDGE @

CONCRETE CURB,

SEE SECTION B-B.

SECTION B - B1

SECTION A - A1

#4 REBAR @ 12"

O.C. BOTH WAYS

12"

HANDRAIL TO BE

CORE DRILLED (2

1/2" DIA.) 12" MIN.

DEPTH, SEE NOTE 1.

12"

1 1/2" DIA. SCH. 40

T-304 S.S. PIPE

HANDRAIL

TOP OF TREAD

BOTTOM OF TREAD

COMPACTED STRUCTURAL

FILL OR TO BE CONCRETE

FOOTING @ BEGINNING AND

END OF STAIRWAY, SEE

SECTION A-A.

FINISH GRADE

1/2" R. NOSING

#4 REBAR 2" CLEAR

ALL SIDES

15"

EQUAL EQUAL

15"

CONCRETE SIDEWALK,

SEE DETAIL SHEET C501.

CONC. CURB

2'-8"

12"

6" COMPACTED 3/4"

BROKEN STONE

COMPACTED

STRUCTURAL FILL

2" X4" KEY

#4 @ 12" O.C. EW

3'-0"

EXPANSION JOINT

(TYP.), SEE DETAIL

4/D-1.

BOND BREAKER TO

BE CONSTRUCTION

PAPER OR EQUAL.

M A

L R

Y P

6" COMPACTED 3/4"

BROKEN STONE (TYP.)

2" CLR (TYP.)

6" COMPACTED

3/4" BROKEN

STONE

14"T

CAST-IN-PLACE SUPERGRIT® SAFETY

TREADS, MANUFACTURED BY

WOOSTER PRODUCTS INC. OR

APPROVED EQUAL.

EXTERIOR STAIRWAY PLAN

111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

MAY 29, 2020

AutoCAD SHX Text

BFP

AutoCAD SHX Text

HVAC

AutoCAD SHX Text 16" Maple

AutoCAD SHX Text concrete

AutoCAD SHX Text

CONCRETE WALL

AutoCAD SHX Text Curbing

AutoCAD SHX Text asphalt

AutoCAD SHX Text Overhang

AutoCAD SHX Text

CURB INLET TOP CURB:722.83' INV. OUT:719.88'

AutoCAD SHX Text Curbing

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

BOTTOM:730.74'

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text U

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text D

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

SANITARY SEWER MANHOLE

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

GUY WIRE

AutoCAD SHX Text

DROP INLET

AutoCAD SHX Text

RCP REINFORCED CONCRETE PIPE

AutoCAD SHX Text

OVERHEAD UTILITIES

AutoCAD SHX Text

ICV

AutoCAD SHX Text

STORM DRAINAGE MANHOLE

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

MISC. UTILITY BOX

AutoCAD SHX Text

IRRIGATION CONTROL VALVE

AutoCAD SHX Text

BFP BACKFLOW PREVENTER

AutoCAD SHX Text

TBM TEMPORARY BENCHMARK

AutoCAD SHX Text

EMERGENCY SHUT-OFF VALVE

AutoCAD SHX Text

WATER FAUCET

AutoCAD SHX Text

GATE TELEPHONE

AutoCAD SHX Text

HAZARDOUS WASTE SATELLITE

AutoCAD SHX Text

SANITARY SEWER LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

STORM SEWER LINE

AutoCAD SHX Text

GAS SERVICE LINE

AutoCAD SHX Text

COMMUNICATION LINE

AutoCAD SHX Text

TEMPORARY SILT FENCE

AutoCAD SHX Text

ELECTRIC LINE

PAVEMENT

VARIES

6" x 4" WYE

4" Ø - 45° PVC STREET ELBOW

MIN

. S

LOPE S

HOW

N O N U

TILITY S

ITE P

LAN

TO TOP OF PIPE, STONE SHALL

3/4"Ø BROKEN STONE PLACED

TO TOP OF PIPE

3/4" CLEAN STONE

6" MIN.

4" Ø PVC CLEANOUT RISER

CURB OR E.O.P.

DEPRESSED NUT

4" BRASS PLUG WITH

2" x 4" WOOD MARKER

SIDEWALK

ENCASE FITTING.

NOTE:

CLEANOUT SHALL BE LOCATED AS

SHOWN ON SITE UTILITY PLAN.

6" Ø SDR 35 PVC

SERVICE LATERAL

NOTE:

4' MINIMUM DEPTH FROM TOP OF

CLEANOUT TO LATERAL MAIN.

NTS

6" SERVICE LATERAL AND CLEANOUT DETAIL

TO EXISTING

MANHOLE

4'-6" MIN.

BLOCK

CONCRETE

18" MIN.

CURB STOP

PROPOSED CURB WITH SAW

CUT "W" IN CURB.

PAVEMENT

CORPORATION STOP

1"Ø TYPE "K" SOFT COPPER

WATER SERVICE

PROVIDE CONTINUOUS 1"Ø

TYPE "K" SOFT COPPER OR

POLYETHYLENE TUBING FROM

THE CURB STOP TO THE

DWELLING.

PROVIDE APPROVED BRONZE

DOUBLE STRAP SADDLE FOR

SERVICE OVER 1" IN Ø.

WATER MAIN

4' MIN.

GOOSE NECK

45°

VARIES

BUFFALO TYPE CURB

BOX WITH MINIMUM

EXTENSION OF 4'-6"

NTS

WATER SERVICE CONNECTION DETAIL

1. SUBBASE SHALL BE COMPACTED TO THE SATISFACTION OF THE ENGINEER.

2. EXPANSION JOINTS OF 1/2" WIDE BITUMINOUS CELLULAR TYPE JOINT FILLER SHALL BE PROVIDED

EVERY 12'.

3. LONGITUDINAL JOINTS, 1/4" WIDE, SHALL BE PROVIDED BETWEEN CURBS AND ABUTTING

SIDEWALKS AND SHALL BE FILLED WITH PRE-MOLDED BITUMINOUS TYPE JOINT FILLER.

4. TRANSVERSE SURFACE GROOVES SHALL BE CUT IN SIDEWALKS BETWEEN EXPANSION JOINTS AT

INTERVALS EQUAL TO THE SIDEWALK WIDTH.

5. ALL JOINTS AND EDGES TO BE TOOLED.

6. SURFACE SHALL BE BRUSHED TRANSVERSELY TO A NEAT FINISH.

7. ADJACENT GROUND SHALL BE BACKFILLED AND GRADED TO MATCH THE EXISTING GROUND.

SIDEWALK NOTES:

SECTION A-A

A A

12'

6" CLEAN STONE ON COMPACTED SUBGRADE AS

DIRECTED BY ENGINEER.

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

MATCH EXISTING SIDEWALK WIDTH

CONTRACTION JOINTS

BITUMINOUS EXPANSION JOINTS

4500# CONCRETE AT 28 DAYS

NTS

CONCRETE SIDEWALK DETAIL

4'-8"

2'-4"

16"Ø

1'-3"

1'-0"

1'-4"

1'-11"

2'-8"

1.8 CY

4.6 CY

6.8 CY

6'-4"

6'-4"3'-10"

3'-10"

1'-11"

1'-11" 3'-2"

3'-2"

14.9 CY

9.0 CY

3.8 CY

3'-9"

2'-9"

2'-0"

1'-5"

1'-5"0'-10"

0'-10"

1'-2"

1'-8"

2'-3"

1.4 CY

2.7 CY

5.2 CY

14"Ø 24"Ø

5'-4"

5'-4"3'-4"

3'-4"

2'-4"

2'-0"

1'-4"

1'-0"

1'-10"

1'-3"

1'-8"

1'-8" 2'-8"

2'-8"

1'-2"

1'-2" 2'-10"

2'-10"

1'-5"

1'-5"0'-7"

0'-7"

4"Ø 10"Ø

0'-4"

0'-5'

0'-5"

0'-7"

0'-9"

.2 CY

.3 CY

.6 CY 2.8 CY

1.4 CY

.7 CY

1'-8"

1'-3"

0'-11"

0'-8"

0'-8" 1'-2"

1'-2"

1'-8"

2'-4"

3'-2"

2.7 CY

7.1 CY

10.4 CY3.9 CY

2.0 CY

1.0 CY

2.5 CY

1.0 CY

0.5 CY0.3 CY

0.7 CY

1.4 CY

2'-0"

1'-5"

1'-0"

0'-9"

1'-3"

1'-10"

1'-0"

0'-9"

0'-6"

1'-0"

1'-4"

0'-9"

0'-7"

0'-5"

THRUST BLOCKS DESIGNED FOR 150 L.B. PER SQ. IN. TEST PRESSURE

PLUGS

MIN. CONC.

ANCHORAGE

MIN. CONC.

ANCHORAGE

MIN. CONC.

U P

W A

R D

H O

R I Z

E R

D O

W N

W A

R D

V E

R T

I C

A L

TEES

45° BENDS

22 ° BENDS

11 ° BENDS

22 ° BENDS

45° BENDS

90° BENDS

20"Ø12"Ø8"Ø6"ØDIMENSIONDESCRIPTION

THRUST BLOCKS FOR TEES, HORIZ. & VERTICAL BENDS AND PLUGS

STRAP SIZE

VERT. DOWNWARD BENDS

SIZE

6"Ø

4"Ø #3 BAR

10"Ø

8"Ø

* MIN. CONC. ANCHORAGE WITHOUT BACKFILL AND NO GROUND WATER CONDITION.

& 2000 L.B. PER. SQ. FT. SOIL PRESSURE.

12"Ø

20"Ø

16"Ø

14"Ø

2-1/2" X 1/2"-FLAT

24"Ø 3" X 1/2" - FLAT

ANCHOR SCHEDULE FOR

#4 BAR

#5 BAR

#6 BAR

#7 BAR

#8 BAR

2" X 1/2"-FLAT

CONCRETE THRUST BLOCKS SHALL NOT BE BACKFILLED UNTIL APPROVED BY THE ENGINEER.

NOTE:

POURED CONCRETE THRUST BLOCKS MUST BE ALLOWED TO BECOME STABLE PRIOR TO

BACKFILLING AND COMPACTION.

4" MIN.

FIRM GROUND

CARRY TO

ANCHOR STRAPS

CONDITIONS

TO SUIT FIELD

SHAPE & LOCATION

3" MIN.

DIA./2

SECTION C-CELEVATION

VERTICAL DOWNWARD BENDS

R/2

WOOD BLOCK

PLUG AND

POUR AGAINST

UNDISTURBED SOIL

FIRM GROUND

CARRY TO

S - WIDE

R - DEEP

12" MIN.

PLUGS

6" MIN.

Q Q

POUR AGAINST

UNDISTURBED SOIL

FIRM GROUND

CARRY TO

12" MIN.

P P

PLAN SECTION A-A

HORIZONTAL AND VERTICAL UPWARD BENDS

B B

FIRM GROUND

CARRY TO

UNDISTURBED SOIL

POUR AGAINST

PLAN

6" MIN.

O O

SECTION B-B

12" MIN.

N N

TEES

2" x 1/2" FLAT

#7 BAR

#5 BAR

#4 BAR

16"Ø

12"Ø

8"Ø

6"Ø

STRAP SIZESIZE

VERTICAL DOWNWARD BENDS

ANCHOR SCHEDULE FOR

CONCRETE THRUST BLOCKS SHALL NOT BE BACKFILLED UNTIL APPROVED BY THE ENGINEER.

NOTE:

POURED CONCRETE THRUST BLOCKS MUST BE ALLOWED TO BECOME STABLE PRIOR TO

BACKFILLING AND COMPACTION.

NTS

THRUST BLOCK DETAIL

NTS

THRUST BLOCK DETAILS

R7-8 SIGN

R7-8A SIGNS

18'

9' 9'

36"

45°

RAMP LANDING (SEE DETAIL)

4" BLUE STRIPE

4" BLUE STRIPE ACCESS AISLE

24"

28"

3" WHITE

HANDICAP PARKING STALL MARKING (TYP.)

BLUE BACKGROUND

NTS

HANDICAP PARKING STALL DETAIL

SELECT BACKFILL MATERIAL

PROVIDE 7" NCDOT I19.0C

1. PROVIDE 7" STABILIZED BASE COURSE IMMEDIATELY

FOLLOWING UTILITY INSTALLATION.

EXISTING PAVEMENT

NOTES:

AND INSTALL 2" FINE AGGREGATE BITUMINOUS CONCRETE SURFACE COURSE.

2. 6 MONTHS FOLLOWING BASE COURSE INSTALLATION, MILL OR SAW CUT

MILL AND INSTALL 2"

STABILIZED BASE COURSE

NCDOT S9.5C SURFACE

ALL SIDES OF TRENCH

MILL OR SAW CUT 6" MINIMUM

TACK COAT

BEDDING AS DETAILED

COURSE.

NTS

ROAD OPENING TRENCH RESTORATION DETAIL

3. AT A MINIMUM ROAD RESTORATION SHALL MATCH EXISTING PAVEMENT DEPTHS.

REPAIR TO GRADE.

NTS

RESERVED PARKING SIGN DETAIL

NTS

PAVEMENT KEY AT LIMIT OF OVERLAY

NTS

TEMPORARY SILT FENCE DETAIL

NTS

CLEANOUT BOX AND COVER FOR TRAFFIC AREAS DETAIL

NTS

DETECTABLE WARNING SURFACE DETAIL

2 - #3 BARS

END VIEW

HOLE FOR 3/4" Ø REINFORCING ROD

GROUT HOLE FULL

DRAINAGE OPENING (TYP.)

3/4" Ø REINFORCING ROD

(3'-0" LONG)

NTS

PRECAST CONCRETE WHEEL STOP DETAIL

CONSTRUCTION DETAILS

C501

MGV

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

MAY 29, 2020

20180720

DATEDESCRIPTION

REVIEWED BY:

DRAWN BY:

PROJECT MANAGER:

LLP

P r o j e c t

N o

J R

C h a r l o t 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

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

C o n v e r s i o n

A d d

A l t e r

S m a l l

T e r m i n a l

B l d g

111 Wood Ave South Iselin, NJ 08830-4112

973.379.3400 | mottmac.com

AutoCAD SHX Text

SIDEWALK

AutoCAD SHX Text 6"

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text

PARKING

AutoCAD SHX Text %%uR7-8

AutoCAD SHX Text 12"x 18"

AutoCAD SHX Text

NOTE: 1. ALL SIGNAGE SHALL BE IN ACCORDANCE WITH ADA.

AutoCAD SHX Text

VAN

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text %%uR7-8A

AutoCAD SHX Text 18"x 9"

AutoCAD SHX Text

CLEAN STRAIGHT VERTICAL EDGE WITH

AutoCAD SHX Text

FULL-DEPTH SAWCUT

AutoCAD SHX Text

LIMIT OF CONSTRUCTION

AutoCAD SHX Text

3' FROM…

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File details come from the government source that posted it. Updated Jun 7, 2021.