PPI Number 11 Attachment_Columbia Gas Design Package.pdf

PDF 3 MB Posted Dec 20, 2022

Attached to: P656 VEHICLE INSPECTION AND VISITOR CONTROL CENTER
Solicitation number: N4008023R0007
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This set of construction drawings and specifications is for a vehicle inspection and visitor control center project at a Navy facility. The project includes construction of a 3,326 square foot vehicle control center, an 860 square foot commercial vehicle inspection building, a 5,880 square foot commercial vehicle inspection canopy, a 64 square foot sentry booth, surface parking lot, and related site work. The vehicle control center and commercial vehicle inspection building will be single-story structures with reinforced concrete masonry walls, structural steel framing, and concrete slabs on grade supported by reinforced concrete spread footings.

View the file

Other files

File	Type	Posted
Solicitation N4008023R0007 Amendment 0009.pdf	PDF	Jan 18, 2023
IFC Specifications 9.12.22.pdf	PDF	Jan 12, 2023
Preaward Inquiry Form Responses dated 1.12.23.pdf	PDF	Jan 12, 2023
Soliciation N4008023R0007 Amendment 0008.pdf	PDF	Jan 12, 2023
N4008023R0007 Amendment 0007.pdf	PDF	Jan 5, 2023
Preaward Inquiry Form Responses 1.5.23.pdf	PDF	Jan 5, 2023
N4008023R0007 Amendment 0006.pdf	PDF	Jan 5, 2023
PPI No. 22-23 Attachment_Price Schedule-Blank.pdf	PDF	Dec 22, 2022
Preaward Inquiry Form Responses Amendment 05.pdf	PDF	Dec 22, 2022
Soliciation P656 N4008023R0007 Amendment 05.pdf	PDF	Dec 22, 2022
Soliciation N4008023R0007 Amendment 0004.pdf	PDF	Dec 20, 2022
PPI Number 10 Attachment_Dominion Energy Design Package.pdf	PDF	Dec 20, 2022
PPI Numbers 12-14_Updated Project Specifications.pdf	PDF	Dec 20, 2022
Soliciation N4008023R0007 Amendment 0003.pdf	PDF	Dec 20, 2022
Site Visit Log_P656_6Dec22.pdf	PDF	Dec 20, 2022
P656 Preaward Inquiry Form Responses.pdf	PDF	Dec 20, 2022
Solicitation P656 23R0007 Amendment 02.pdf	PDF	Dec 8, 2022
N4008023R0007 Amendment 0001.pdf	PDF	Nov 29, 2022
Davis-Bacon Act WD VA20220174.pdf	PDF	Nov 29, 2022
1620397_P656_VCC-Compiled_IFC_Drawings-09122022_Signed___PART 3.pdf	PDF	Nov 29, 2022
1620397_P656_VCC-Compiled_IFC_Drawings-09122022_Signed___PART 1.pdf	PDF	Nov 29, 2022
P656 VCC - Project Site Location.pdf	PDF	Nov 29, 2022
1620397_P656_VCC-Compiled_IFC_Drawings-09122022_Signed___PART 2.pdf	PDF	Nov 29, 2022
1620397_P656_VCC-Specifications_IFC-09122022_Signed.pdf	PDF	Nov 23, 2022
ATTACHMENT - Small Business Subcontracting Plan Template.pdf	PDF	Nov 23, 2022
SOLICITATION P656 23R0007.pdf	PDF	Nov 23, 2022
ATTACHMENT - Small Business Participation and Commitment Strategy.docx.pdf	PDF	Nov 23, 2022
ATTACHMENT - SMALL BUSINESS SUBCONTRACTING RECORD.pdf	PDF	Nov 23, 2022
Attachment B Preaward Inquiry Form (Template).xlsx	XLSX spreadsheet	Nov 23, 2022
P656_Price Schedule.pdf	PDF	Nov 23, 2022
ATTACHMENT - Past Performance Questionnaire.pdf	PDF	Nov 23, 2022
ATTACHMENT - CONSTRUCTION AND DESIGN EXPERIENCE PROJECT DATA SHEET.pdf	PDF	Nov 23, 2022

Show all 32

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

This project as designed is considered "non-complex" and does not require the review of a Professional Engineer as required per NiSource Gas

Standard 2810.050

TITLE SHEETT-1

DESCRIPTIONDWG.

INSTALL ~4,720'-6" PMMP and ~530'-4"PMMP, 1 NEW COMERCIAL SERVICE LINE 2" PLASTIC

SHEET INDEX

PROJECT DESCRIPTION

O-1 OVERVIEW SHEET

SCALE: NTS

VICINITY MAPPROJECT INFORMATION

DRAWING TITLE:

TITLE SHEET

DRAWING NO:

T-1

PROJECT SUMMARY TABLE

PROPOSED GAS SERVICES

ESTIMATED GAS SERVICES

TIE OVERSREPLACEMENTS METER OUTSTOTAL SERVICES

N/A N/A 1

JOB TYPE: 555

INSTALLATION ORDER NUMBER

QUANTICO VCC

N/AABANDONMENT ORDER NUMBER

PROJECT ID 22-85991

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

FIELD ENGINEER/TECHNICIAN:

ENVIRONMENTAL PERMITPERMITS:

CONSTRUCTION FLL:

MAP/GRID NUMBER:

COUNTY:

TAX DISTRICT/TOWNSHIP ID:

24 HR. EMERGENCY LINE:

TCC/LOA:

ROBERT MOLNAR

JEFF LAVIN

8288264L

STAFFORD (COUNTY)

1790010

22-0378057-00

L-1 -- L-11 LAYOUT PLANS

D-1 CONSTRUCTION DETAILS

GENERAL NOTESGN-1

N/A

* - IF "YES," APPROVAL AND REASON ARE REQUIRED AND SHALL BE DOCUMENTED.

NOTE: IF VALVE COULD NOT BE LOCATED, MAKE APPLICABLE COMMENT IN ABOVE TABLE.

VALVES PLANNED FOR ABANDONMENT

VALVE

NO.

FACILITY

ID LOCATION DESCRIPTION

ABANDONED

VALVE

INSERTED?

DISPOSITION

VALVE REMOVED (NO

BOX; ABOVE GROUND

VALVE)

VALVE, VALVE BOX &

LID REMOVED

VALVE REMAINS IN

PLACE; BOX & LID

REMOVED

VALVE REMAINS IN

PLACE; BOX FILLED W

CONCRETEYES* NO

2/9/2021 - 11x17

1-800-544-5606

PROPOSED INSTALLATION PROPOSED ABANDONMENT

LENGTH (FT) SIZE (IN) TYPE LENGTH (FT) SIZE (IN) TYPE

4,720' 6" PMMP 0' 0"

530' 4" PMMP

5,250' TOTAL INSTALLATION (FEET) 0' TOTAL ABANDONMENT (FEET)

BILL OF MATERIALSBOM-1

SYSTEM NUMBER

SYSTEM NAME

MINIMUM TEST PRESSURE (PSIG)

SYSTEM MOP (PSIG)

PROPOSED FACILITIES - SYSTEM MOP AND PRESSURE TEST DATA

SEGMENT MAOP (PSIG)

MAXIMUM TEST PRESSURE (PSIG)

38019030

FBI ACADEMY MP

va811.com

TELEPHONE NUMBER: 811

72 HOURS PRIOR TO ANY EXCAVATION

CONTRACTOR TO NOTIFY

VIRGINIA UTILITIES PROTECTION SERVICEA

DIG

ITH

ECall Miss Utility @

KEEP

V IRG

INIA

SAFE

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

SITE LOCATION

GENERAL NOTES

DRAWING TITLE:

DRAWING NO:

GN-1

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

General Notes

1. Deviation from NiSource CAD Standards is at discretion of reviewing Professional Engineer.

2. Refer to project documentation for the associated Environmental Compliance Plan (ECP) and any project-specific documentation.

3. The proposed gas facility locations shown are approximate and are subject to change.

4. Property lines, structures, street lines, etc. were compiled using the NiSource GIS and are to be considered approximate and not to scale.

5. Existing utilities, where shown, have been compiled from above ground evidence only and are to be considered approximate. NiSource does not guarantee the location of the underground utilities shown or that all existing utilities and/or subsurface structures are shown.

6. Individual service line designs for services smaller than 3 inches in diameter are not provided by Engineering. These services shall be installed using the standard design criteria and material specified in the NiSource standards. Services 3 inches and larger in diameter shall be designed, reviewed, and represented on a separate plan set as necessary.

7. This project will adhere to all applicable federal, state or local permitting requirements for abandonment and installation of natural gas pipelines. All Federal, State, and Local codes and standards will be adhered including, but not limited to, the following:

Code of Federal Regulations (CFR) 49 CFR 192 Pipeline Safety Regulations 29 CFR 1910 Occupational Safety and Health Administration (OSHA)

American Society of Mechanical Engineers (ASME) ASME B31.8 Gas Transmission and Distribution Piping Systems

8. All NiSource design codes and standards will be adhered to as applicable.

9. Prior to beginning any excavation on site, the person responsible for earth moving shall notify utility owners of their intent to excavate and to have the exact locations of the utility lines marked by contacting the one call center in their state subject to any applicable state advance notification requirements.

10. Proposed or completed gas facility installation location references may be indicated by a combination of the following codes:

F - FRONT CLP - CENTER OF PAVEMENT D - DRIVEWAY EDGE

BK - BACK CLR - CENTER OF RIGHT-OF-WAY EP - EDGE OF PAVEMENT

L - LEFT CEL - CENTER OF EASTBOUND LANE ES - EDGE OF SIDEWALK

R - RIGHT CWL - CENTER OF WESTBOUND LANE PL - PROPERTY LINE

B - BUILDING EDGE CNL - CENTER OF NORTHBOUND LANE

CU - CURB CSL - CENTER OF SOUTHBOUND LANE

DRAWING LEGEND

Fire Hydrant

Drain Manhole

Sewer Manhole

Utility Pole

Telephone Manhole

Catch Basis Electric Manhole

Regulator Station

Gas Valve

Reducer

Meter

End Cap Transition

Proposed Gas Main Existing Gas Main to Be Abandoned

Gas Service Replacement Gas Service Tie-over

Meter Move Out

R Single Customer Regulator

Meter with Regulator Test Point (Station)

MMO

Existing Gas Main

Proposed Gas Main Uprate

W Test Well

Critical Gas Valve

High Volume Tapping Tee

Electronic MarkerEM

T D E

Flush-mounted Tracer Wire StationTWS

Post Pipeline Marker with Tracer Wire

Riser

Gas Main Marker without Tracer WireMM

Gas Main Symbology Gas Facility Symbology

Swing Tie Symbology

Pressure Control Fitting - ShortStopp Tee

T C U

Water Gate

Telephone Pedestal

Water Box

Electric Pedestal

Property Marker

Unknown Manhole Television Pedestal

Iron Pin Light Pole

Pressure Control Fitting - Spherical Tee Pressure Control Fitting - Mueller Bottom-out Pressure Control Fitting - Mueller Side-out Pressure Control Fitting - Mueller Flange Tee Pressure Control Fitting - ShortStopp Pressure Control Fitting - Mueller Stopper x"GV x"PV x"HVTT x"SST x"SPH x"MF-BO x"MF-SO x"MF-FT x"SS x"MF

Polytapp Side Saddle Fittingx"x x" POLYTAP

Cast Iron Gas Main

Coated Steel Gas Main

Wrought Iron Gas Main Bare Steel Gas Main

High Density Polyethylene Gas Main

Gas Main Tie-in Location

(E) (P)

Existing Proposed

Gas Main Abandonment Location

Medium Density Polyethylene Gas Main

Weld Location

CI*

CS*

WI*

BS*

PH*

PM*

Low Pressure*LP Intermediate Pressure*IP Medium Pressure*MP High Pressure*HP

Bridge Hanger Attached

Building Hanger Directional Bore

BLGH

InsertedIS Open CutOC Pneumatic BorePB PlowedPL Roof TopRT

Gas Main Material/Pressure Label References

Gas Main Installation Method Label References

MATERIAL CODES

PRESSURE CODES

MISCELLANEOUS CODES

Service*-SER Riser*-R Transmission Class(TC)

(Gate - GV, Plug - PV, PE Ball - BP, ST Ball - BV)

Environmental Notes

1. All NiSource construction activities must be completed in accordance with the Environmental Construction Standards (HSE 4440.020) and the project Environmental Compliance Plan (ECP). Said ECP shall be provided by others.

2. The project ECP and any site-specific erosion control drawings, must be provided to the contractor with the project drawings for review and planning prior to the start of construction activities. This includes any tree clearing activities required prior to the start of facility construction activities.

3. The project ECP and any associated drawings must be reviewed with construction, the contractor, and an environmental representative prior to the start of construction activities.

4. These documents must remain on site for the duration of the construction project, and any project scope changes, with the potential to impact the requirements of the ECP or environmental drawings, must be coordinated with an environmental representative prior to completion.

Drawing Revision Conditions:

1. If, during the course of project construction, anticipated changes to project plans result in complex project criteria being met as defined by NiSource Gas Standard 2810.050 "Stakeholder Reviews of Design Capital Projects," the changes shall not be implemented until revised project documentation is reviewed by the Project Engineer and approved by a Professional Engineer as necessary.

2. Any additional gas pressure containing material not listed on the project Bill of Materials must be reviewed by the Project Engineer and reviewing Professional Engineer prior to use.

3. Any significant changes to proposed primary pipeline installation methods and location must be reviewed by the Project Engineer and reviewing Professional Engineer.

4. Any significant changes to proposed project scope must be reviewed by the Project Engineer and reviewing Professional Engineer.

Significant changes to project scope may include changes to proposed design pressure, change of proposed pipe size and material affecting system hydraulics, and the addition or removal of significant amounts of pipeline installation or abandonment.

5. Any significant changes to proposed tie-ins must be reviewed by the Project Engineer and reviewing Professional Engineer. Significant changes may include the following: addition or removal of a tie-in, change in proposed tie-in material, change in proposed tie-in method, and change in tie-in location if system hydraulics may be affected.

Weld Treated Gas MainWT*

Project Specific Drawing Revision Conditions (add below items to Drawing Revision Conditions notes as applicable):

6. This project is a relocation project and must be installed in accordance with proposed installation locations. If, during the course of installation, it is found that the installation must deviate from any planned horizonal and vertical installation locations, construction must cease until the deviation is reviewed by the Project Engineer and reviewing Professional Engineer.

7. This project involves the installation of facilities within private rights-of-way as indicated by the proposed installation drawing. If, during the course of installation, it is found that the installation must deviate from the planned location within the private right-of-way, construction must cease until the deviation is reviewed by the Project Engineer and reviewing Professional Engineer.

8. This project involves the installation of facilities in permitted locations within public right-of-way. If, during the course of installation, it is found that the installation must deviate from the permitted location, construction must cease until the deviation is reviewed by the Project Engineer and reviewing Professional Engineer.

Know what'sbelow.

before you dig.Call

MATERIAL INFORMATION

DRAWING TITLE:

DRAWING NO:

BOM-1

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

DB~40'-6" PMMP

190'-6" P

M M

1,080'-6" PM

M P

O C~

170'-4" PM

O C~

10'-4" PM

OC~170'-4

" P

MMP

O C

10'-4" PM

M P

O C~

150'-2" SERVICE LINE PM

O C~

10'-6" PM

(OC~4,350'-6" P

MMP)

OC~10'-6" PMMP

O C

5' -6

" P M

M P

OC~80'-6" PMMP

D B~

'-6

" P M

M P

OC~15'-6" PMMP

(O C~

4, 0'- 6"

P M

M P)

(O C

4, 0'

-6 " P

M M

(O C~

4, 0'- 6"

P M

M P)

(O C~4,3

'-6

" P

MMP)

(O C~4,3

'-6

" P

MMP)

(O C~4,350'-6" P

MMP)

(OC~4,350'-6" PMMP)

OC~4,350'-6" PMMP

L-1 L-2

L-3 L-4

L-5 L-6

L-7

L-8 L-9

L-10

L-11

6"x6" BRANCH SADDLE

4"x2" H

VTT TAP FO

R SERVICE LIN

OVERVIEW SHEET

Feet

0 213.5023 427.0047

DRAWING TITLE:

DRAWING NO:

O-1

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

TELEGRAPH ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text

INVERT NOT FOUND

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

AutoCAD SHX Text C&G

AutoCAD SHX Text

ELEC. PANEL

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

CONC.

AutoCAD SHX Text MHE 22 (#4804) RIM = 211.71 3' X 12' VAULT TOP OF CEILING = 204.71 CONDUITS = 202.71 BOTTOM = 202.01

AutoCAD SHX Text

CONC. WALL

AutoCAD SHX Text

INVERT NOT FOUND

AutoCAD SHX Text

RIP RAP DITCH

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text MHE 23 (#4593) RIM = 213.73 3' X 12' VAULT TOP OF CEILING = 206.73 CONDUITS = 204.73 BOTTOM = 204.08

AutoCAD SHX Text MHE 24 (#7117) RIM = 195.60 3' X 12' VAULT TOP OF CEILING = 188.60 CONDUITS = 186.60 BOTTOM = 186.10

AutoCAD SHX Text MHE 25 (#4190) RIM = 187.27 3' X 12' VAULT TOP OF CEILING = 180.27 CONDUITS = 186.60 BOTTOM = 177.62

AutoCAD SHX Text MHE 26 (#4044) RIM = 186.16 3' X 12' VAULT TOP OF CEILING = 179.16 CONDUITS = 177.16 BOTTOM = 176.51

AutoCAD SHX Text MHE 27 (#6975) RIM = 158.96 3' X 12' VAULT TOP OF CEILING = 151.96 CONDUITS = 149.96 BOTTOM = 149.31

AutoCAD SHX Text MHE 28 (#7073) RIM = 116.95 3' X 12' VAULT TOP OF CEILING = 109.95 CONDUITS = 107.95 BOTTOM = 107.25

AutoCAD SHX Text

JB 5899 RIM = 77.50 2' X 3' COMPOSITE BOTTOM = 76.00

AutoCAD SHX Text

JB 4902 RIM = 118.44 1.5' X 2.5' COMPOSITE BOTTOM = 117.04

AutoCAD SHX Text

JB 4458 RIM = 204.50 1.5' X 2.5' COMPOSITE BOTTOM = 203.10

AutoCAD SHX Text

JB 4693 RIM = 207.50 2' X 3' COMPOSITE BOTTOM = 205.60

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TPED

AutoCAD SHX Text

TPED

AutoCAD SHX Text

** UNABLE TO LOCATE UNABLE TO LOCATE G6 LINE BETWEEN MH 23 & MH 24

AutoCAD SHX Text

AutoCAD SHX Text X

AutoCAD SHX Text 10+00

AutoCAD SHX Text 11+00

AutoCAD SHX Text 12+00

AutoCAD SHX Text 13+00

AutoCAD SHX Text 14+00

AutoCAD SHX Text 15+00

AutoCAD SHX Text 16+00

AutoCAD SHX Text 17+00

AutoCAD SHX Text 18+00

AutoCAD SHX Text 19+00

AutoCAD SHX Text 20+00

AutoCAD SHX Text 21+00

AutoCAD SHX Text 22+00

AutoCAD SHX Text 23+00

AutoCAD SHX Text 24+00

AutoCAD SHX Text 25+00

AutoCAD SHX Text 26+00

AutoCAD SHX Text 27+00

AutoCAD SHX Text 28+00

AutoCAD SHX Text 29+00

AutoCAD SHX Text 30+00

AutoCAD SHX Text 31+00

AutoCAD SHX Text 32+00

AutoCAD SHX Text 33+00

AutoCAD SHX Text 34+00

AutoCAD SHX Text 35+00

AutoCAD SHX Text 36+00

AutoCAD SHX Text 37+00

AutoCAD SHX Text 38+00

AutoCAD SHX Text 39+00

AutoCAD SHX Text 40+00

AutoCAD SHX Text 41+00

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

RUSSELL ROAD

DB~40'-6" PMMP

190'-6" P

M M

1,080'-6" PM

M P

OC~10'-6" PMMP

O C

5' -6

" P M

M P

OC~80'-6" PMMP

D B~

'-6

" P M

M P

OC~15'-6" PMMP

OC~4,350'-6" PMMP

6"x6" BRANCH SADDLE

LAYOUT SHEET

Feet

0 20.4446 40.8892

DRAWING TITLE:

DRAWING NO:

L-1

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

TELEGRAPH ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

ASPHALT DRIVE

AutoCAD SHX Text C&G

AutoCAD SHX Text

ELEC. PANEL

AutoCAD SHX Text

CONC.

AutoCAD SHX Text MHE 22 (#4804) RIM = 211.71 3' X 12' VAULT TOP OF CEILING = 204.71 CONDUITS = 202.71 BOTTOM = 202.01

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

TPED

AutoCAD SHX Text

UGE

U G

(OC~4,350'-6" PMMP)

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-2

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

AutoCAD SHX Text C&G

AutoCAD SHX Text

INVERT NOT FOUND

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

JB 4693 RIM = 207.50 2' X 3' COMPOSITE BOTTOM = 205.60

AutoCAD SHX Text

TPED

AutoCAD SHX Text

(OC~4,350'-6" PMMP)

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-3

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text MHE 23 (#4593) RIM = 213.73 3' X 12' VAULT TOP OF CEILING = 206.73 CONDUITS = 204.73 BOTTOM = 204.08

AutoCAD SHX Text

TPED

AutoCAD SHX Text

** UNABLE TO LOCATE UNABLE TO LOCATE G6 LINE BETWEEN MH 23 & MH 24

AutoCAD SHX Text

(O C~4,350'-6" P

MMP)

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-4

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text MHE 24 (#7117) RIM = 195.60 3' X 12' VAULT TOP OF CEILING = 188.60 CONDUITS = 186.60 BOTTOM = 186.10

AutoCAD SHX Text

TPED

AutoCAD SHX Text

(O C~4,3

'-6

" P

MMP)

LAYOUT SHEET

Feet

0 20.3899 40.7797

DRAWING TITLE:

DRAWING NO:

L-5

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRAVEL ROAD

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

41+00

(O C~4,3

'-6

" P

MMP)

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-6

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

WOODS

AutoCAD SHX Text MHE 25 (#4190) RIM = 187.27 3' X 12' VAULT TOP OF CEILING = 180.27 CONDUITS = 186.60 BOTTOM = 177.62

AutoCAD SHX Text

AutoCAD SHX Text 36+00

AutoCAD SHX Text 37+00

AutoCAD SHX Text 38+00

AutoCAD SHX Text 39+00

AutoCAD SHX Text 40+00

(O C~

4, 0'- 6"

P M

M P)

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-7

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text MHE 26 (#4044) RIM = 186.16 3' X 12' VAULT TOP OF CEILING = 179.16 CONDUITS = 177.16 BOTTOM = 176.51

AutoCAD SHX Text

AutoCAD SHX Text 32+00

AutoCAD SHX Text 33+00

AutoCAD SHX Text 34+00

AutoCAD SHX Text 35+00

36+00

(O C

4, 0'

-6 " P

M M

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-8

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 27+00

AutoCAD SHX Text 28+00

AutoCAD SHX Text 29+00

AutoCAD SHX Text 30+00

AutoCAD SHX Text 31+00

(O C~

4, 0'- 6"

P M

M P)

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-9

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text MHE 27 (#6975) RIM = 158.96 3' X 12' VAULT TOP OF CEILING = 151.96 CONDUITS = 149.96 BOTTOM = 149.31

AutoCAD SHX Text

TPED

AutoCAD SHX Text 23+00

AutoCAD SHX Text 24+00

AutoCAD SHX Text 25+00

AutoCAD SHX Text 26+00

AutoCAD SHX Text 27+00

O C~

170'-4" PM

O C~

10'-4" PM

OC~170'-4

" P

MMP

O C~

10'-4" PM

O C~

10'-6" PM

(OC~4,350'-6" P

MMP)

4"x2" H

VTT TAP FO

R SERVICE LIN

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-10

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text

RUSSELL ROAD

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

CONC. DITCH

AutoCAD SHX Text 20+00

AutoCAD SHX Text 21+00

22+00

O C~

150'-2" SERVICE LINE PM

LAYOUT SHEET

Feet

0 20.4449 40.8898

DRAWING TITLE:

DRAWING NO:

L-11

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

before you dig.Call

CONSTRUCTION DETAILS

CONSTRUCTION

DETAILS

DRAWING TITLE:

DRAWING NO:

D-1

SITE NAME:

INST#

PROJECT ID#

ABAN#

QUANTICO VCC

STAFFORD, STAFFORD (COUNTY)

22-0378057-00 N/A

22-85991

NAME DATE PHONE #

DRAWN BY

CHECKED BY

AS-BUILT BY

ROBERT MOLNAR 04/28/22540-604-1874

X X X X X X

PROPOSED

REVISIONS

REV. # DATE DESCRIPTION

04/28/22 ISSUED FOR CONSTRUCTION

2/9/2021 - 11x17

Know what'sbelow.

Sheets and Views

21-0376720-00 Pro Drawing-T-1

21-0376720-00 Pro Drawing-GN-1

21-0376720-00 Pro Drawing-BOM-1

21-0376720-00 Pro Drawing-O-1

21-0376720-00 Pro Drawing-L-1

21-0376720-00 Pro Drawing-L-2

21-0376720-00 Pro Drawing-L-3

21-0376720-00 Pro Drawing-L-4

21-0376720-00 Pro Drawing-L-5

21-0376720-00 Pro Drawing-L-6

21-0376720-00 Pro Drawing-L-7

21-0376720-00 Pro Drawing-L-8

21-0376720-00 Pro Drawing-L-9

21-0376720-00 Pro Drawing-L-10

21-0376720-00 Pro Drawing-L-11

21-0376720-00 Pro Drawing-D-1

File details come from the government source that posted it. Updated Dec 20, 2022.