Solicitation Attachment 1 - Drawings Vol 1 of 2 - General - Civil - Architectural - Structural.pdf

PDF 8 MB Posted May 14, 2021

Attached to: Munitions Storage Area (MSA) Expansion Federal contract opportunity
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 Charlotte Air National Guard Base in North Carolina. The scope of work includes construction of an administration building, M&I magazine, storage magazine, and associated site work. A pre-bid conference will be held on May 27, 2021 for interested contractors to attend. Bids are due by June 15, 2021 and the contract is to be awarded by July 15, 2021. The estimated cost is between $2-5 million. The solicitation includes contract drawings, specifications, and other attachments providing details on the project requirements. The work is to be completed in accordance with all applicable federal, state and local codes and regulations.

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Other files for this federal contract opportunity

Other files attached to Munitions Storage Area (MSA) Expansion, newest first.
File	Type	Posted
OF 1419 - Abstract of offers - MSA Expansion.pdf	PDF	Jun 17, 2021
Bid Opening Sign in.pdf	PDF	Jun 17, 2021
Standard epoxy primer and binder.pdf	PDF	Jun 11, 2021
Amend 0002 Revised drawings CD101 C101 C102 C103 S101 S102 S103 S601 ED101 ES101 E602.pdf	PDF	Jun 11, 2021
Questions and Answers2 MSA Expansion.pdf	PDF	Jun 11, 2021
W50S87-21-B-5003-0002.pdf	PDF	Jun 11, 2021
Static control epoxy coating.pdf	PDF	Jun 11, 2021
ARMAG S73.pdf	PDF	Jun 8, 2021
Amend 0001 Revised drawings CD101 C101 C102 C103 ED101 ES101 E602.pdf	PDF	Jun 8, 2021
Questions and Answers1 MSA Expansion.pdf	PDF	Jun 8, 2021
W50S87-21-B-5003-0001.pdf	PDF	Jun 8, 2021
ARMAG S74.pdf	PDF	Jun 8, 2021
PreBidSlides W50S87-21-B-5003.pdf	PDF	May 27, 2021
Pre-bid sign in 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 8 - Brand name justification - MSA - Alerton_Redacted.pdf	PDF	May 14, 2021
Solicitation Attachment 9 - Brand name justification - MSA - Best - Door hardware_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 11 - Brand name justification - MSA - Monaco_Redacted.pdf	PDF	May 14, 2021
Solicitation Attachment 4 - Statement of Work.pdf	PDF	May 14, 2021
Solicitation Attachment 3 - Specifications.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 13 - 145 AW Contractor Security Guide.pdf	PDF	May 14, 2021
Solicitation Attachment 6 - Visitor Request Worksheet.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 5 - Geotechnical Report.pdf	PDF	May 14, 2021

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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

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PROJECT NO. FJRP189050

145th AIRLIFT WING

C-17 Conversion: C-17 MSA Expansion

TYPE B-3 SUBMISSION

NORTH CAROLINA AIR NATIONAL GUARD

Charlotte ANG Base, CDIA, NC

Charlotte, North Carolina

NTS

PROJECT LOCATION PLAN

OPTIONS

OPTION NO.1 ADDITIONAL SITE WORK AS INDICATED ON DRAWING C101 AND SPECIFICATION SECTION 012300.

ADDRESS:

4930 MINUTEMAN WAY

CHARLOTTE, NC 28208

G100

TYPE B-3 SUBMISSION

TITLE SHEET

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INDEX OF DRAWINGS

SHEET

NO.

GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

ADMINISTRATION BUILDING FLOOR PLAN, REFLECTED

CEILING PLAN AND ROOF PLAN

EXTERIOR ELEVATIONS

ADMIN BLDG SECTION, EXTERIOR WALL SECTION, & DETAILS

FINISH SCHEDULE AND INTERIOR ELEVATIONS

DOOR SCHEDULE AND DETAILS

G100

G101

A101

A201

A301

A501

A601

SHEET

REF.

TITLE

SHEET

NO.

SHEET

REF.

DEMOLITION SITE PLAN

EXISTING CONDITIONS SITE PLAN

SITE PLAN

LANDSCAPE PLAN

GRADING, DRAINAGE AND UTILITY PLAN

TEMPORARY STORAGE SITE PLANS

SITE DETAILS

CD101

C100

C101

C102

C103

C104

C601

C602

S001

S101

S601MISCELLANEOUS FOUNDATION & MASONRY WALL DETAILS

ADMINISTRATION BUILDING FOUNDATION AND ROOF

FRAMING PLANS

STRUCTURAL GENERAL NOTES AND ABBREVIATIONS

MECHANICAL SYMBOLS, ABBREVIATIONS AND NOTES

M001

MECHANICAL FLOOR PLAN M101

MECHANICAL DETAILS M501

MECHANICAL SCHEDULES M601

PLUMBING NOTES, SYMBOLS, ABBREVIATIONS & SCHEDULES

P001

PLUMBING ADMINISTRATION BUILDING UNDERSLAB PLAN &

FLOOR PLAN

P101

PLUMBING DETAILS P501

PLUMBING RISER DIAGRAMS P601

GENERAL

CIVIL

ARCHITECTURAL

STRUCTURAL

MECHANICAL

ELECTRICAL

PLUMBING

ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

E001

ELECTRICAL DEMOLITION PLAN ED101

ELECTRICAL SITE PLAN ES101

ELECTRICAL ADMIN BUILDING PLANS E101

LIGHTNING PROTECTION E201

ELECTRICAL DETAILS E501

ELECTRICAL DIAGRAMS AND SCHEDULES E601

ADMINISTRATION BUILDING LIFE SAFETY PLAN LS101 11 OF 53

CABLE AND CONDUIT SCHEDULES E602

M&I MAGAZINE BUILDING FLOOR PLAN, REFLECTED

CEILING PLAN AND ROOF PLAN

A102

S102

M&I MAGAZINE BUILDING FOUNDATION AND ROOF FRAMING

PLANS

25 OF 53 E102ELECTRICAL M&I AND STORAGE MAGAZINE PLANS

FIRE ALARM RISER DIAGRAM AND SEQUENCE OF OPERATIONS E603

M&I MAGAZINE BUILDING LIFE SAFETY PLAN LS102 12 OF 53

STORAGE MAGAZINE BUILDING LIFE SAFETY PLAN LS103 13 OF 53

STORAGE MAGAZINE BUILDING FLOOR PLAN, REFLECTED

CEILING PLAN AND ROOF PLAN

A103

EXTERIOR ELEVATIONS A202

M&I MAGAZINE BUILDING SECTION A302

STORAGE MAGAZINE BUILDING SECTION, EXTERIOR WALL

SECTION, AND DETAILS

A303

WINDOW AND LOUVER SCHEDULES AND DETAILS A602

S103

STORAGE MAGAZINE BUILDING FOUNDATION AND ROOF

FRAMING PLANS

MAGAZINE FLOOR PLANS M102

PLUMBING M&I MAGAZINE UNDERSLAB PLAN & FLOOR PLAN P102

TITLE

SHEET

NO.

SHEET

REF.

FIRE PROTECTION

FIRE PROTECTION NOTES, SYMBOLS, ABBREVIATIONS &

SCHEDULES

FP001 40 OF 53

FIRE PROTECTION ADMINISTRATION BUILDING FLOOR PLAN FP101 41 OF 53

FIRE PROTECTION DETAILS FP501 43 OF 53

FIRE PROTECTION M&I MAGAZINE FLOOR PLAN FP102 42 OF 53

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

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GENERAL NOTES

GYPSUM WALL BOARD

CONCRETE MASONRY UNIT

GWB

GALV

FIN

HOLLOW METAL

GALVANIZED

GAGE

FLOOR

FINISH

EXP

EXIST

EL.

ELEV

DIA

EXPANSION

EXISTING

ELEVATION

DIAMETER

EACH

DOWN

CONT

CONC

CMU

ASSIST

DOUBLE HUNG

CONTINUOUS

CONCRETE

CONTROL JOINT

CENTER LINE

ASSISTANT

APPROX

ALUM

A.F.F.

APPROXIMATE

ALUMINUM

ABOVE FINISH FLOOR

ANGLE

UNLESS NOTED OTHERWISE

PLUS/MINUS

VINYL COMPOSITION TILE

VERIFY IN FIELD

VINYL TRANSITION STRIP

VTS

WITH

VCT

V.I.F.

U.N.O.

STL

TYP.

STEEL

TYPICAL

SIM

SIMILAR

PIECE

ROOM

MAINTENANCE

MASONRY OPENING

MANUFACTURER

NOT IN CONTRACT

NO.

O.C.

OPNG

O.H.

OPENING

ON CENTER

OVERHEAD

NUMBER

MFG

MIN

M.O.

N.I.C.

MINIMUM

MAINT

MAX

MECH

MAXIMUM

MECHANICAL

LVL

LEVEL

JOINT

EX. EXISTING

INSUL INSULATION

HW HARDWARE SET

THK THICK

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE AND SHALL REPORT ANY DISCREPANCIES TO THE GOVERNMENT PRIOR TO STARTING CONSTRUCTION.

COMMENCEMENT OF THE WORK BY THE CONTRACTOR SHALL IMPLY HIS ACCEPTANCE OF ALL EXISTING CONDITIONS.

2. ALL WORK, MATERIALS AND WORKMANSHIP SHALL BE PERFORMED IN STRICT ACCORDANCE WITH, AND SHALL CONFORM WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND

REGULATIONS, TO THE PUBLISHED SPECIFICATIONS AND RECOMMENDED PRACTICES OF THE MANUFACTURER AND THE APPROPRIATE APPLICABLE STANDARDS. WHERE SUCH CODES, RULES AND

REGULATIONS ARE AT VARIANCE WITH THE PLANS AND NOTES, SAID CODES, RULES AND REGULATIONS, ETC. SHALL TAKE PRECEDENCE OVER THE PLANS, SPECIFICATIONS AND NOTES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE BUILDING CODES AND/OR REGULATIONS AND PAYING FOR AND OBTAINING ALL NECESSARY AND REQUIRED INSPECTIONS, APPROVALS AND PERMITS NECESSARY TO PERFORM ALL WORK AND SERVICES HEREIN NOTED OR INDICATED ON THE DRAWINGS.

4. DO NOT SCALE DRAWINGS. USE SPECIFIED DIMENSIONS.

5. UNLESS STATED OTHERWISE ALL WORK INCLUDED IN CONTRACT DRAWINGS / SPECIFICATION ARE "NEW WORK" AND TO BE PERFORMED BY THE CONTRACTOR AS PER TERMS OF CONTRACT UNLESS NOTED AS

EXISTING.

6. DRAWINGS AND SPECIFICATIONS COMPRISE THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE ARCHITECT OR ENGINEER AND THE GOVERNMENT IMMEDIATELY WHEN

DISCREPANCIES ARE FOUND IN THE DOCUMENTS.

7. IN CASE OF DISCREPANCIES BETWEEN SPECIFICATIONS AND CONTRACT DRAWINGS, THE SPECIFICATIONS ALONG WITH APPLICABLE CODES AND STANDARDS SHALL OVERRULE THE DRAWINGS.

8. THE CONTRACTOR MUST FULLY FAMILIARIZE HIMSELF OR HERSELF WITH THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR UNDER WHICH THE WORK WILL BE PERFORMED AND COMPARED TO

THE DRAWINGS AND SPECIFICATIONS WITH THE WORK IN PLACE. FAILURE TO DO SO WILL NOT RELIEVE CONTRACTOR OF HIS OBLIGATION TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO CARRY OUT

THE PROVISIONS OF THE CONTRACT DOCUMENTS AND TO COMPLETE THE CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN HIS BID. EACH CONTRACTOR, IN THE CARRYING OUT OF HIS WORK, SHALL EMPLOY SUCH CONSTRUCTION METHODS OR MEANS THAT SHALL NOT CAUSE ANY INTERRUPTIONS OR INTERFERENCE WITHIN THE WORK OF ANY OTHER TRADES.

9. ALL WORK SHALL BE EXECUTED IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE DUST, NOISE OR DISTURBANCE TO ADJACENT SITES OR BUILDINGS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY

FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF WORK.

11. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR THE GENERAL PUBLIC AND CONSTRUCTION WORKERS IN AND AROUND THE CONSTRUCTION SITE. ADEQUATE BARRIERS SHALL BE PROVIDED TO EXERCISE

CONTROL OF SAFE INGRESS AND EGRESS OF PREMISES. FIRE EXITS AT NO TIME SHALL BE BLOCKED.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WATER TIGHT INTEGRITY OF THE BUILDING AT ALL TIMES. ALL WATER DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL COST AND TO THE

SATISFACTION OF THE GOVERNMENT.

13. ALL WORK IN PROGRESS SHALL BE ADEQUATELY BRACED AND PROTECTED UNTIL CONSTRUCTION IS COMPLETED.

14. CONTRACTOR TO PROVIDE SAFE WORKING CONDITIONS, TO PREVENT DAMAGE TO STRUCTURES OR OTHER WORK, TO AVOID DELAY TO THE WORK, ALL IN ACCORDANCE WITH APPLICABLE SAFETY AND HEALTH

REGULATIONS.

15. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, METHODS OF INSTALLATION, AND ADEQUACY OF ANY SHORING AND BRACING.

16. CONTRACTOR IS SOLELY RESPONSIBLE FOR INSPECTING SHORING AND BRACING BEFORE COMMENCING WORK.

17. THE CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION

PERIOD.

18. THE CONSTRUCTION AREA SHALL BE THOROUGHLY CLEANED PRIOR, DURING AND AFTER THE CONSTRUCTION AND MAINTAINED NEAT AND TIDY AT ALL TIMES.

19. DETAILS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYP." IMPLY ALL CONDITIONS TREATED SIMILARLY.

20. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS.

21. THE APPROVAL OF SUBMITTALS BY THE ARCHITECT OR ENGINEER SHALL NOT BE CONSTRUED AS A COMPLETE CHECK, BUT WILL ONLY INDICATE THAT THE GENERAL METHOD OF CONSTRUCTION, MATERIALS, DETAILING AND OTHER INFORMATION ARE SATISFACTORY. APPROVAL WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ANY ERROR, WHICH MAY EXIST. THE CONTRACTOR, UNDER THE

CONTRACTOR'S GENERAL REQUIREMENTS OF THIS CONTRACT, IS RESPONSIBLE FOR THE DIMENSIONS, ADEQUATE DESIGN CONNECTIONS, DETAILS AND SATISFACTORY CONSTRUCTION OF ALL WORK.

22. SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT REQUIREMENTS AND ACTUAL FIELD CONDITIONS. INCOMPLETE SUBMITTALS SHALL NOT BE REVIEWED AND WILL BE RETURNED TO THE CONTRACTOR.

ANY DELAY IN COMPLETION OF WORK ON SUCH ACCOUNT SHALL NOT BE EXCUSED.

23. REPRODUCED CONTRACT DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS.

24. DISPOSE OF DEMOLITION MATERIAL AND/OR OTHER REFUSE, DEBRIS AND DIRT OFF SITE BY LEGAL MEANS AS PER LOCAL, FEDERAL REQUIREMENTS.

25. ALL EXISTING AREAS DAMAGED DURING DEMOLITION/CONSTRUCTION SHALL BE REPAIRED TO MATCH EXISTING CONDITIONS - INCLUDES BUT NOT LIMITED TO CONSTRUCTION DETAILS AND MATERIAL.

26. CONTRACTOR SHALL PROVIDE APPROPRIATE MANPOWER AND FOREIGN OBJECT DEBRIS (FOD) DETECTION EQUIPMENT TO PREVENT FOREIGN OBJECT DEBRIS FROM CONSTRUCTION ACTIVITIES TO IMPAIR AND

HARM THE OPERATIONS OF AIRCRAFTS AND PERSONNEL.

G101

TYPE B-3 SUBMISSION

GENERAL NOTES, SYMBOLS

AND ABBREVIATIONS

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NUMBER IDENTIFICATION

DRAWING NUMBER WHERE

DETAIL IS LOCATED

NUMBER IDENTIFICATION

DRAWING NUMBER WHERE

SECTION IS LOCATED

LETTER IDENTIFICATION

DRAWING NUMBER WHERE

ELEVATION IS LOCATED

LETTER IDENTIFICATION

DRAWING NUMBER WHERE

ELEVATION IS LOCATED

PLAN DETAIL

SECTION

ELEVATION

INTERIOR ELEVATION

SYMBOLS ABBREVIATIONS

ABA ARCHITECTURAL BARRIERS ACT

WH WATER HEATER

ESS EMERGENCY SHOWER/EYEWASH STATION

FDC FIRE DEPARTMENT CONNECTION

HORIZ HORIZONTAL

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

CITY OF CHARLOTTE

PARCEL 11521103A

CITY OF CHARLOTTE

PARCEL 11521103A

CITY OF CHARLOTTE

S S

W W

E E

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

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

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

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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

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 i s

F e l d r 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

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

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

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

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'

EXISTING CONDITIONS SITE PLAN

C100

TYPE B-3 SUBMISSION

EXISTING CONDITIONS SITE

PLAN

D W

A M

S E

R S

H I A

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

A T

H I

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

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

SURVEY NOTES:

1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS FROM A TOPOGRAPHIC SURVEY BY CES GROUP

ENGINEERS, LLP, KENT COOPER HUDSON, A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE

STATE OF NORTH CAROLINA. TELEPHONE: (704) 489-1500

2. BASIS OF BEARINGS SC GRID NAD 83/2011

3. VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). CONTOURS SHOWN

ARE ONE FOOT (1') INTERVALS.

4. TEMPORARY BENCHMARK (TBM) SHOWN IS A BOLT ON FIRE HYDRANT FLANGE AS SHOWN HEREON, ELEVATION IS 688.83' AND BASED ON NAVD 88 DATUM.

5. AREA BY COORDINATE METHOD. ALL DISTANCES SHOWN ARE HORIZONTAL AND INTERNATIONAL

FEET.

6. THIS PROPERTY IS LOCATED WITHIN ZONE "X" ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 3710442300K, DATED SEPTEMBER 2, 2015.

7. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND OBSERVATIONS, UTILITY MARKING FOUND IN THE FIELD AND/OR INFORMATION SUPPLIED BY THE UTILITY COMPANIES.

SINCE NO PHYSICAL LOCATION OF UNDERGROUND FACILITIES HAVE BEEN MADE BY THE

UNDERSIGNED, NO GUARANTEE IS BEING MADE FOR THEIR COMPLETENESS OR ACCURACY.

8. CONTRACTOR SHALL PERFORM UNDERGROUND UTILITY INVESTIGATIONS (SOE/GRR) AS REQUIRED

PRIOR TO EXCAVATION WORK.

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

LEGEND

AutoCAD SHX Text

ICV

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

E E

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

E U

/C U

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.

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

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

R S

H I A

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

A T

H I

A T

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

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

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

H I A

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

A T

H I

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

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

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

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

S E

R S

H I A

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

E C

P D

A T

E D

T I L I T

L A

I T

R O

F I L E

A T

H I

A T

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

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

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

40'-0

NORTH

40'-0

(1 ) C

NEX B

O X F

O R

TEM

RARY M

15'-9

I N

I M

65'-0

ACCESS G

ATE

74'-5

8'-0

60'-0

5'-0" LONG TEMPORARY PLASTIC BARRIER SEE

DETAIL ON SHEET C602. BARRIERS SHALL BE

FILLED WITH WATER AS DIRECTED BY THE

GOVERNMENT.

(5 ) C

NEX B

XES

R T

RARY

UNIT

NS S

RAG

VEHICLE

ACCESS GATE

EDG

E O

F R

PAVEM

ENT

EXISTING 12" WIDE RED LINE

DELINEATION PRE-SITED

EXPLOSIVE ARC BOUNDARY

TEMPORARY 8' HIGH CHAINLINK FENCE

W/ BARBED WIRE SEE DETAIL ON

SHEET C602. TEMPORARY FENCE

SHALL BE LOCATED BEHIND THE

TEMPORARY PLASTIC BARRIER.

5'-0" LONG TEMPORARY PLASTIC BARRIER

SEE DETAIL ON SHEET C602. BARRIERS SHALL

BE FILLED WITH WATER AS DIRECTED BY THE

GOVERNMENT.

TEMPORARY 8' HIGH CHAINLINK FENCE

W/ BARBED WIRE SEE DETAIL ON SHEET

C602. TEMPORARY FENCE SHALL BE

LOCATED BEHIND THE TEMPORARY

PLASTIC BARRIER.

SABER

131132

SILLHT

SCALE: 1/16" = 1'-0"

TEMPORARY STORAGE - ENLARGED SITE PLAN

NTS

TEMPORARY STORAGE - SITE LOCATION PLAN

BOUNDARY

OF JERSEY

BARRIERS

AREA OF

TEMP. M&I +

STORAGE

NOTES:

1. SEE DRAWING CD101 FOR PHASING SEQUENCE.

2. APPROX. (64) 5'-0" LONG TEMPORARY BARRIERS WITH 337 LINEAR FEET OF TEMPORARY

FENCING. ROOM FOR 30 PALLETS. APPROX. 360 LINEAR FEET OF SHELVING.

3. REMOVE TEMPORARY PLASTIC BARRIERS, TEMPORARY FENCE AND CONEX BOXES AT

THE END OF THE PROJECT.

CONEX BOX VENTILATION REQUIREMENTS:

1. 1-SQUARE INCH OF SIDE WALL VENTING PER 5-CUBIC FEET OF INTERIOR STORAGE

VOLUME.

2. BASED ON AN INSIDE DIMENSION OF 7'-8"(W) X 39'-3"(L) X 7'-9"(H) (2,332-CUBIC FEET), ALL

SIX CONEX BOXES SHALL REQUIRE APPROXIMATELY 467-SQUARE INCHES OF SIDE WALL

VENTING.

3. EACH VENT SHALL BE A MAXIMUM OF 96-SQUARE INCHES, MUST HAVE A COVER AND BUG

SCREEN AND BE LOCATED A MAXIMUM OF 12-INCHES ABOVE THE FLOOR AND 12-INCHES

BELOW THE CEILING.

LIGHTNING PROTECTION NOTE:

1. LIGHTNING PROTECTION IS REQUIRED AND SHALL BE INCLUDED IF THE EXTERIOR WALL

MATERIAL OF THE CONEX BOXES IS 3/16" OR LESS. SEE ELECTRICAL DRAWINGS FOR

LIGHTNING PROTECTION.

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 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

M&I MAGAZINE

STORAGE

MAGAZINE

ADMIN.

BUILDING

C-17 WINGTIP

CLEARANCE

C104

TYPE B-3 SUBMISSION

TEMPORARY STORAGE SITE

PLANS

D W

A M

S E

R S

H I A

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

E M

P S

T O

R S

I T

E D

A T

H I

A T

C104

AutoCAD SHX Text rwall

AutoCAD SHX Text wall

AutoCAD SHX Text tank

AutoCAD SHX Text rwall

AutoCAD SHX Text

AIRPORT DRIVE

AutoCAD SHX Text HERCULES Ave

AutoCAD SHX Text rwall

AutoCAD SHX Text

MORRIS FIELD DRIVE

AutoCAD SHX Text rwall

AutoCAD SHX Text wall

AutoCAD SHX Text tank

AutoCAD SHX Text wall

AutoCAD SHX Text

PRIVATE ROAD

AutoCAD SHX Text

BRICK SCREEN WALL

AutoCAD SHX Text

CONC. RETAINING WALL

AutoCAD SHX Text Payne Blvd

AutoCAD SHX Text Hercules Ave

AutoCAD SHX Text Enlisted Drive

AutoCAD SHX Text Hercules Ave

AutoCAD SHX Text Stairs

AutoCAD SHX Text wall

AutoCAD SHX Text tank

AutoCAD SHX Text Payne Avenue

AutoCAD SHX Text Minute Man Way

AutoCAD SHX Text

MORRIS FIELD DRIVE

AutoCAD SHX Text T

AutoCAD SHX Text rwall rwall

PAVEMENT

VARIES

4" x 4" WYE

4" Ø - 45° PVC STREET ELBOW

MIN

. S

LOPE S

HOW

N O N U

TILIT

Y S

E 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.

PVC SERVICE

LATERAL

NOTE:

4' MINIMUM DEPTH FROM TOP OF

CLEANOUT TO LATERAL MAIN.

NTS

4" SERVICE LATERAL AND CLEANOUT DETAIL

TO EXISTING

MANHOLE

6" Ø PVC STORM DRAIN

4" Ø - 45° PVC STREET ELBOW

1/8" P

ER F

T. M

. S

LOPE

TO TOP OF PIPE, STONE SHALL

3/4"Ø BROKEN STONE PLACED

TO TOP OF PIPE

3/4" CLEAN STONE

6" MIN.

ENCASE FITTING.

GRADE

NTS

6" ROOF DRAIN HEADER PIPE SYSTEM DETAIL

CLEANOUTS AT ALL CHANGES IN DIRECTION

4" BRASS PLUG WITH DEPRESSED NUT

ROOF LEADER

4'-6" MIN.

BLOCK

CONCRETE

18" MIN.

CURB STOP

CURB WITH SAW

CUT "W" IN CURB.

PAVEMENT

CORPORATION STOP

TYPE "K" SOFT COPPER WATER

SERVICE

PROVIDE CONTINUOUS TYPE

"K" SOFT COPPER OR FROM

THE CURB STOP TO THE

BUILDING.

PROVIDE APPROVED BRONZE

DOUBLE STRAP SADDLE FOR

SERVICE OVER 1" IN Ø.

WATER MAIN

4' MIN.

GOOSE NECK

45°

VARIES

CAST IRON CURB BOX

WITH MINIMUM

EXTENSION OF 4'-6"

NTS

WATER SERVICE CONNECTION DETAIL

STEP HOLE FOR ROUND PIPE

AS REQUIRED

CL OF HOLE

1. THE GOVERNMENT SHALL APPROVE A SHOP

DRAWING FOR THE HEADWALL PRIOR TO

FABRICATION AND DELIVERTY TO SITE.

2. 1" CHAMFER ON ALL EXPOSED EDGES.

3. 4,000 PSI AIR-ENTRAINED CONCRETE AT 28 DAYS.

4. REINFORCMENT STEEL PER ASTM A-615 GRADE 60.

GENERAL NOTES:

15"Ø RCP

24"Ø ROUGH OPENING FOR 15"Ø

RCP STORM SEWER OUTFALL

PLAN VIEW

FRONT VIEW

SECTION VIEW

STEEL REINFORCEMENT IN

ACCORDANCE WITH PRECAST

MANUFACTURER'S SPECIFICATIONS

PIPE CENTERLINE (TYP.)

STEEL FINISH ON FACE

STEEL FINISH

ON FACE

STEEL REINFORCEMENT IN

ACCORDANCE WITH PRECAST

MANUFACTURER'S SPECIFICATIONS

NTS

HEADWALL DETAIL

WATERSTOP AND

ANCHOR COLLAR

STEEL SLEEVE PIPE

RUBBER SEAL

WATERSTOP AND

ANCHOR COLLAR

3/16" FILLET WELD

WATERTIGHT ALL AROUND

RUBBER SEAL

1"± NON-SHRINK GROUT

PIPE WALL

STRUCTURE

NTS

PIPE CONNECTION 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

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…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 14, 2021.