Potable Water Drawings Rev 1 2021-08-02 - Copy.pdf

PDF 15 MB Posted Aug 17, 2021

Attached to: Solicitation Number N4008021R1827 - P232, P233, & P234, Potable Water Lines, and Energetics Production Fire Suppression System Naval Support Facility – Indian Head, Indian Head, Maryland
Solicitation number: N4008021R1827
Issued by: Department of the Navy Naval Facilities Engineering Command

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for a potable water and fire suppression system replacement project at the Naval Support Facility in Indian Head, Maryland. The project scope includes replacing approximately 140,000 linear feet of aging potable water and fire lines throughout the site. Special construction features are required due to the sensitive site involving unexploded ordinance surveying and safety work permitting. Offerors must submit proposals in accordance with the specifications in the 95% design package uploaded by the Government. The Department of the Navy, Naval Facilities Engineering Command is the contracting agency. Proposals are due by the date specified in the solicitation.

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Potable Water Manpower Estimated Work Zones 2021-08-02 - Copy.pdf	PDF	Aug 17, 2021

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NAVAL SUPPORT FACILITY

INDIAN HEAD, MARYLAND

100% PREFINAL DESIGN SUBMITTAL

06/28/2021

NAVFAC FACILITIES ENGINEERING COMMAND

WASHINGTON DC

FY 18 MILCON P-232

CONTRACT N480080-15-D-0452

VICINITY MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

NSF INDIAN HEAD

PROJECT LOCATION

G-001

- C

N O

P R

E L

R Y

N A

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P-232 CENTRAL PRODUCTION

POTABLE WATER SYSTEM

SSx

C x

CU x

CUx

CU x

C U x

CUx

E x

NPW

NPW Wx

W x

SS x

C x

CU x

E xE x

E x

NPW

W x

1"=500' 0 1,000'500'

SCALE IN FEET

A2 SITE ACCESS AND STAGING PLAN

PLAN

NORTH

GENERAL NOTES

LEGEND

PROJECT BOUNDARY

CONTRACTOR HAUL ROUTE

EXPLOSIVE TRANSPORTATION

ROUTE

B1 LAYDOWN AREA - ENLARGED PLAN

NTS

C1 NTS

CONTRACTOR TRAILER AREA -

ENLARGED PLAN

LAYDOWN AREA

R D

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CIRCLE

ZUNI RD

ASROC DR

RAPEC RD

PROVING GROUNDS RD

POWDER LINE RD

DRY HOUSE RD

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FOUNDATIONS RD

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FOWLER RD

HERSHEY RD

FOOTBRIDGE RD

WATER WORKS WAY

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QUARTERS DR

S PATTERSON RD

W FARNUM RD

HANLON RD

BENSON RDUNION ST

STRAUSS AVE

QUARTERS DR

S PATTERSON RD

UNION ST

CONTRACTOR

HAUL ROUTE

SECURITY GATE

PROJECT BOUNDARY

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NTS

MULTI BASE WAY

BRONSON RD

LAVA WAY PROPELLA

NT CIR

ATKINS SPUR RD

ATKINS RD

NOBLE RD BR

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N RD

RRIER

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W S

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MCMAH

ON RD

MULTI BASE WAY

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BRONSON RD

NOBLE RD BRONSON RD

RRIER

NOBLE

D W

WELL-18

WELL-24WELL-24

WELL-18 59.79381°

W S

PTW

PTW PT

PTW

1" = 300' 0 600'300'

SCALE IN FEET

A1 CONSTUCTION SEQUENCE

PLAN

NORTH

CONSTRUCTION SEQUENCE INCLUDES THE FOLLOWING TASKS:

1. PROVIDE REQUIRED NOTICE AND COORDINATE WITH CONTRACTING

OFFICER AND BASE PERSONNEL TO BEGIN WORK IN WORK AREAS.

2. INSTALL NEW POTABLE WATER SYSTEM .

3. TEST NEW POTABLE WATER SYSTEM .

4. CONNECT NEW SERVICE LINES TO INDIVIDUAL BUILDINGS OR

STRUCTURES.

A. RECONNECT DOMESTIC WATER SERVICE LINES TO THEIR

RESPECTIVE WATER MAINS. SEE SHEET G-120 FOR MAXIMUM

ALLOWABLE OUTAGE TIMES.

5. DEMOLISH EXISTING WATER NETWORK.

B. SAWCUT AND REMOVE PAVEMENT AS REQUIRED FOR REMOVAL OF

EXISTING WATER NETWORK.

C. CAP AND ABANDON EXISTING SERVICE LINE AT RECONNECTION

POINT TO NEW WATER SERVICE.

D. REMOVE EXISTING WATER STRUCTURES IDENTIFIED TO BE

REMOVED ON THE DEMOLITION PLANS.

- AREAS OF CONNECTION TO EXISTING WATER MAINS

CONSTRUCTION SEQUENCE NOTES

KEY PLAN

KEY

PLAN

NORTH

LEGEND

PROJECT BOUNDARY

NEW POTABLE WATER

EXISTING POTABLE WATER

SURVEY LINEWORK

PROJECT BOUNDARY

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A N

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P-233 NORTH PRODUCTION POTABLE WATER SYSTEM

NAVAL SUPPORT FACILITY

INDIAN HEAD, MARYLAND

100% PREFINAL DESIGN SUBMITTAL

06/28/2021

NAVFAC FACILITIES ENGINEERING COMMAND

WASHINGTON DC

FY 18 MILCON P-233

CONTRACT N480080-15-D-0452

VICINITY MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

NSF INDIAN HEAD

PROJECT LOCATION

N O

P R

O D

U C

N P

W A

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CUx

CU x

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NPW

NPW Wx

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C x

CU x

CU x CUx

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NPW

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EYE WASH 5

FIRE HYDRANT

EYE WASH 1

EYE WASH 3

EYE WASH 2

TWO SHOWERS

EYE WASH 4

D W

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D W

DW DW

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NO CAD

NO PDF

EXCEL SAYS SINGLE

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CAD DOES NOT MATCH THE PDF

44.21498°

W S

WS WS WS

W S

1"=500' 0 #########

SCALE IN FEET

A1 SITE ACCESS AND STAGING PLAN - NORTH AREA

PLAN

NORTH

GENERAL NOTES

N O

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N A

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N G

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C O

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W A

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G-005

LEGEND

PROJECT BOUNDARY

CONTRACTOR HAUL ROUTE

EXPLOSIVE TRANSPORTATION

ROUTE

B1 LAYDOWN AREA 3 - ENLARGED PLAN

NTS

C1 NTS

CONTRACTOR TRAILER AREA -

ENLARGED PLAN

LAYDOWN AREA

R D

E S

CHOEF

CIRCLE

ZUNI RD

ASROC DR

RAPEC RD

PROVING GROUNDS RD

POWDER LINE RD

DRY HOUSE RD

CARPENTER RD

FOUNDATIONS RD

ZIN

E C

FOWLER RD

HERSEY RD

FOOTBRIDGE RD

WATER WORKS WAY

BENSON RD

PNC PLACE

COSTER PLACE

STRAUSS AVE

QUARTERS DR

S PATTERSON RD

W FARNUM RD

HANLON RD

BENSON RDUNION ST

STRAUSS AVE

QUARTERS DR

S PATTERSON RD

UNION ST

HERSEY RD

CONTRACTOR

HAUL ROUTE

CONTRACTOR

HAUL ROUTE

SECURITY GATE

PROJECT BOUNDARY

N O

P R

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R Y

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V A

S E

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C O

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S Y

HERSEY RD

FO CU

PTW

PTW PTW PTW PTW PTW PTW

PTW

PTWPTW

PTW

W S

44.76755°

W S

DW DW

D W

44.76755°

1" = 300' 0 600'300'

SCALE IN FEET

A1 CONSTUCTION SEQUENCE NOTES - NORTH AREA

PLAN

NORTH

N O

P R

E L

R Y

N A

V A

S E

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G-006

CONSTRUCTION SEQUENCE NOTES

KEY PLAN

KEY

PLAN

NORTH

LEGEND

PROJECT BOUNDARY

PROPOSED POTABLE WATER

EXISTING POTABLE WATER

SURVEY LINEWORK

PROJECT BOUNDARY

N O

P R

E L

R Y

N A

V A

S E

N G

E R

C O

M M

A N

W A

S H

N O

P R

O D

U C

N P

W A

S Y

R D

ZUNI RD

ASROC DR

RAPEC RD

PROVING GROUNDS RD

POWDER LINE RD

DRY HOUSE RD

CARPENTER RD

FOUNDATIONS RD

ZIN

E C

STOCKMANS PLACE

FOWLER RD

HERSEY RD

FOOTBRIDGE RD

WATER WORKS WAY

BENSON RD

PNC PLACE

COSTER PLACE

STRAUSS AVE

QUARTERS DR

S PATTERSON RD

W FARNUM RD

HANLON RD

BENSON RDUNION ST

PTW PTW

CONSTRUCTION SEQUENCE INCLUDES THE FOLLOWING TASKS:

1. PROVIDE REQUIRED NOTICE AND COORDINATE WITH CONTRACTING

OFFICER AND BASE PERSONNEL TO BEGIN WORK IN WORK AREAS

2. INSTALL NEW POTABLE WATER SYSTEM

3. TEST NEW POTABLE WATER SYSTEM

4. CONNECT NEW SERVICE LINES TO INDIVIDUAL BUILDINGS OR

STRUCTURES

A. RECONNECT DOMESTIC WATER SERVICE LINES TO THEIR

RESPECTIVE WATER MAINS. SEE SHEET G-120 FOR MAXIMUM

ALLOWABLE OUTAGE TIMES.

5. DEMOLISH EXISTING WATER NETWORK

B. SAWCUT AND REMOVE PAVEMENT AS REQUIRED FOR REMOVAL OF

EXISTING WATER NETWORK

C. CAP AND ABANDON EXISTING SERVICE LINE AT RECONNECTION

POINT TO NEW WATER SERVICE

D. REMOVE EXISTING WATER STRUCTURES IDENTIFIED TO BE

REMOVED ON THE DEMOLITION PLANS

- AREAS OF CONNECTION TO EXISTING WATER MAINS

V A

S E

N G

E R

C O

M M

A N

W A

S H

- S

G-001

N O

P R

E L

R Y

P-234 SOUTH PRODUCTION POTABLE WATER SYSTEM

NAVAL SUPPORT FACILITY

INDIAN HEAD, MARYLAND

100% PREFINAL DESIGN SUBMITTAL

06/28/2021

NAVFAC FACILITIES ENGINEERING COMMAND

WASHINGTON DC

FY 18 MILCON P-234

CONTRACT N480080-15-D-0452

VICINITY MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

NSF INDIAN HEAD

PROJECT LOCATION

N O

P R

E L

R Y

N A

V A

S E

N G

E R

C O

M M

A N

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AutoCAD SHX Text

NSF INDIAN HEAD

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WASHINGTON NAVY YARD, DC

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NAVAL SUPPORT FACILITY INDIAN HEAD

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INDIAN HEAD, MD

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AS NOTED

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MDH

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DEPARTMENT OF THE NAVY

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SCALE:

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CONSTR. CONTR. NO.

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SHEET

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NAVFAC DRAWING NO.

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NAVAL FACILITIES ENGINEERING COMMAND

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DES

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DRW

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SYM

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DESCRIPTION

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DATE

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APPR

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DRAWFORM REVISION: 07 AUG 2018

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CHK

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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EPROJECT NO.:

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PM/DM

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BRANCH MANAGER

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CHIEF ENG/ARCH

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FIRE PROTECTION

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NSF INDIAN HEAD

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WASHINGTON NAVY YARD, DC

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NAVAL SUPPORT FACILITY INDIAN HEAD

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INDIAN HEAD, MD

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65%%% DESIGN SUBMITTAL

AutoCAD SHX Text 03/01/2021

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100%%% PREFINAL DESIGN SUBMITTAL

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SS x

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C x

CUx

E x

x SS x

SSx

E x

SSx

C x

CUx

CU x

CUx

CU x

CUx

C Ux

CUx

E x

NPW

W x

1" = 1000' 0 2000'1000'

SCALE IN FEET

A1 SITE ACCESS AND STAGING PLAN - SOUTH AREA

PLAN

NORTH

BLOCH RD

MOSER RD

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HOPEWELL FARM RD

BOYD RD

N GREENSLADE RD

MIX FACILIT

Y CIRCLE

GAL

GENERAL NOTES

N O

P R

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R Y

N A

V A

S E

N G

E R

C O

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A N

W A

S H

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G-005

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ON R

VOEGELI RDHE

WEG

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W C

STRAUSS AVE

THERMAL POINT PLACE

TRAVERS RD

ATKINS RD

W NOBLE RD

BIAZZI RD

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NITRAMINE WAY

S A

PROJECT BOUNDARY

CONTRACTOR

HAUL ROUTE

CONTRACTOR

HAUL ROUTE

CONTRACTOR

HAUL ROUTE

CONTRACTOR

HAUL ROUTE

LEGEND

SECURITY GATE

B1 LAYDOWN AREA 1 - ENLARGED PLAN

NTS

C1 NTS

CONTRACTOR TRAILER AREA -

ENLARGED PLAN

R D

E S

CHOEF

CIRCLE

ZUNI RD

ASROC

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PROVING GROUNDS RD

POWDER LINE RD

DRY HOUSE RD

CARPENTER RD

FOUNDATIONS RD

W M

INE C

IRCLE

HERSEY RD

FOOTBRIDGE RD

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PNC PLACE

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STRAUSS AVE

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HANLON RD

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PROJECT BOUNDARY

CONTRACTOR HAUL ROUTE

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LAYDOWN AREA

N O

P R

E L

R Y

N A

V A

S E

N G

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C O

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W A

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D W

W S

D W

1" = 500' 0 1000'500'

SCALE IN FEET

A1 CONSTUCTION SEQUENCE NOTES

PLAN

NORTH

N O

P R

E L

R Y

G-006

CONSTRUCTION SEQUENCE NOTES

KEY PLAN

KEY

PLAN

NORTH

LEGEND

PROJECT BOUNDARY

N O

P R

E L

R Y

N A

V A

S E

N G

E R

C O

M M

A N

W A

S H

S O

P R

O D

U C

N P

W A

S Y

CONSTRUCTION SEQUENCE INCLUDES THE FOLLOWING TASKS:

1. PROVIDE REQUIRED NOTICE AND COORDINATE WITH CONTRACTING

OFFICER AND BASE PERSONNEL TO BEGIN WORK IN WORK AREAS

2. INSTALL NEW POTABLE WATER SYSTEM

3. TEST NEW POTABLE WATER SYSTEM

4. CONNECT NEW SERVICE LINES TO INDIVIDUAL BUILDINGS OR

STRUCTURES

A. RECONNECT DOMESTIC WATER SERVICE LINES TO THEIR

RESPECTIVE WATER MAINS. SEE SHEET G-120 FOR MAXIMUM

ALLOWABLE OUTAGE TIMES.

5. DEMOLISH EXISTING WATER NETWORK

B. SAWCUT AND REMOVE PAVEMENT AS REQUIRED FOR REMOVAL OF

EXISTING WATER NETWORK

C. CAP AND ABANDON EXISTING SERVICE LINE AT RECONNECTION

POINT TO NEW WATER SERVICE

D. REMOVE EXISTING WATER STRUCTURES IDENTIFIED TO BE

REMOVED ON THE DEMOLITION PLANS

- AREAS OF CONNECTION TO EXISTING WATER MAINS

PROJECT BOUNDARY

PROPOSED POTABLE WATER

EXISTING POTABLE WATER

SURVEY LINEWORK

PTW PTW

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N O

P R

E L

R Y

N A

V A

S E

N G

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C O

M M

A N

W A

S H

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P R

O D

U C

R E

S U

P P

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- E

G-001

ENERGETICS PRODUCTION FIRE SUPPRESSION

NAVAL SUPPORT FACILITY

INDIAN HEAD, MARYLAND

100% PREFINAL DESIGN SUBMITTAL

06/28/2021

NAVFAC FACILITIES ENGINEERING COMMAND

WASHINGTON DC

FY 22 RM 19-1196

CONTRACT N480080-15-D-0452

VICINITY MAP

NOT TO SCALE

LOCATION MAP

NOT TO SCALE

PROJECT LOCATION

NSF INDIAN HEAD

BLOCH RD

MOSER RD

OCES

S C T

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HOPEWELL FARM RD

BOYD RD

N GREENSLADE RD

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S A

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ASROC DR

RAPEC RD

PROVING GROUNDS RD

POWDER LINE RD

DRY HOUSE RD

CARPENTER RD

FOUNDATIONS RD

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FOOTBRIDGE RD

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UNION ST

HERSHEY RD

8" SERVICE

6" SERVICE

1" = 500' 0 1000'500'

SCALE IN FEET

A1 CONSTUCTION SEQUENCE NOTES

PLAN

NORTH

CONSTRUCTION SEQUENCE NOTES

KEY PLAN

KEY

PLAN

NORTH

LEGEND

PROJECT BOUNDARY

PROPOSED FIRE WATER

EXISTING FIRE WATER

SURVEY LINEWORK

RVW RVW

N O

P R

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N A

V A

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A N

W A

S H

R G

C S

P R

O D

U C

R E

S U

P P

R E

S S

G-006

CONSTRUCTION SEQUENCE INCLUDES THE FOLLOWING TASKS:

1. PROVIDE REQUIRED NOTICE AND COORDINATE WITH CONTRACTING

OFFICER AND BASE PERSONNEL TO BEGIN WORK IN WORK AREAS

2. INSTALL FIRE WATER SYSTEM

3. TEST NEW FIRE WATER SYSTEM

4. CONNECT NEW SERVICE LINES TO INDIVIDUAL BUILDINGS OR

STRUCTURES

A. RECONNECT FIRE WATER SERVICE LINES TO THEIR RESPECTIVE

WATER MAINS. SEE SHEET G-120 FOR MAXIMUM ALLOWABLE

OUTAGE TIMES.

5. DEMOLISH EXISTING WATER NETWORK

B. SAWCUT AND REMOVE PAVEMENT AS REQUIRED FOR REMOVAL OF

EXISTING WATER NETWORK

C. CAP AND ABANDON EXISTING SERVICE LINE AT RECONNECTION

POINT TO NEW WATER SERVICE

D. REMOVE EXISTING WATER STRUCTURES IDENTIFIED TO BE

REMOVED ON THE DEMOLITION PLANS

- AREAS OF CONNECTION TO EXISTING WATER MAINS

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1°

'5 2"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BEND

" R

.59

1119(2)

Profile View of SL_RA-1122

2022242628303234363840424446485052

0+000+501+001+50

C L

2" S

C E

I C L

Profile View of SL_RB-680

12141618202224262830323436384042444648

0+000+501+001+13

LINE RB

680 St ati on =0

+0 0.0

So ur ce

E lev ati on

=2 5.4

L L

.48

.72

.91

C L

2" S

C E

I C

1°

'2 2"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BENDEO

Profile View of SL_RB-680(2)

161820222426283032343638404244 161820222426283032343638404244

0+000+500+91

St ati on =0

+9 0.5

So ur ce

E lev ati on

=2 7.4

Profile View of SL_RD-676

242628303234363840424446485052 242628303234363840424446485052

0+000+500+69

Profile View of SL_RD-676B

242628303234363840424446485052 242628303234363840424446485052

0+000+500+74

St ati on =0

+0 0.0

So ur ce

E lev ati on

=2 7.6

L 2"

D D

C L

680 (2) - LINE RD

LINE RC

Profile View of SL_RC-696

22242628303234363840424446485052

0+000+500+92

.14

3" W

.52 St ati on

=0 +0

0.0

So ur ce E lev ati on =3

3.6

C L

2" S

C E

I C

0°

'2 1"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BEND

Profile View of SL_RD-678

1618202224262830323436384042444648

0+000+501+001+29

LINE RD

.70

2" W

.33

St ati on =0

+0 0.0

So ur ce

E lev ati on

=3 6.1

L 2"

D D

C L

I C

0°

'3 1"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BEND

Profile View of SL_RD-682

161820222426283032343638404244

0+000+500+97

St ati on =0

+0 0.0

So ur ce

E lev ati on

=3 6.0

8" R

.08

.12

C L

2" S

C E

676B

Profile View of SL_RD-681

161820222426283032343638404244St ati on =0

+0 0.0

So ur ce

E lev ati on

=2 9.3

3" W

.19

6" R

.41

C L

2" S

C E

I C

0°

'2 6"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BENDPV

I C

1°

'0 4"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BENDEO

L L

E St ati on

=0 +0

0.0

So ur ce E lev ati on =2

9.2

C L

2" S

C E

I C L

682 681

LINE RE

Profile View of SL_RE-672

26283032343638404244464850525456

0+000+500+77

Profile View of SL_SE-1691

26283032343638404244464850525456

0+000+501+001+27

Profile View of SL_SE-1054

2830323436384042444648505254565860

0+000+501+001+502+002+50

St ati on =0

+0 0.0

So ur ce

E lev ati on

=4 0.3

3" W

.23

" R

.07

LIN

.52

C L

2" S

C E

I C

0°

'4 4"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BENDPV

I C

0°

'4 8"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BEND

Profile View of SL_SE-864

26283032343638404244464850525456St ati on =0

+0 0.1

So ur ce

E lev ati on

=3 7.9

" R

.55

.12

LIN

.66

C L

2" S

C E

I C

0°

'2 2"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BENDPV

I C

1°

'3 2"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BENDEO

672 1691

Profile View of SL_SE-855

St ati on =0

+0 0.0

So ur ce

E lev ati on

=3 9.3

3" W

.38

" R

.14

LIN

.98

C L

2" S

C E

I C

0°

'0 2"

I C

Profile View of SL_SF-856

2224262830323436384042444648505254565860

0+000+501+001+502+002+502+56

LINE RF

Profile View of SL_RF-906

2022242628303234363840424446485052

0+00

Profile View of SL_SF-854

1618202224262830323436384042444648505254565860St ati on =0

+0 0.0

So ur ce

E lev ati on

=3 6.7

L L

.56

L L

.46

.71

.19

.04

4" U

.07 C

L 2"

D D

C L

I C L

1°

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BEND

I C

0°

'1 1"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BEND

I C

1°

'1 7"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BEND

I C

2°

'3 5"

INSTALL 11.25° BENDINSTALL 22.5° BENDINSTALL 45° BENDINSTALL 90° BEND

Profile View of SL_SF-857

28303234363840424446485052

0+000+500+92

St ati on =0

+0 0.0

So ur ce

E lev ati on

=3 8.4

L 2"

D D

C L

Profile View of SL_RF-905

St ati on =0

+0 0.0

L 2"

D D

LINE RH

Profile View of SL_RH-701

14161820222426283032343638404244

0+000+501+001+44

Profile View of SL_RH-3152

141618202224262830323436384042444648

0+000+501+001+05

Profile View of SL_RH-765

141618202224262830323436384042444648

0+000+501+001+07

St ati on =0

+0 0.0

So ur ce

E lev ati on

=2 6.3

C L

2" S

C E

I C

0°

'2 9"

Profile View of SL_RH-766

18202224262830323436384042444648

0+000+500+76

St ati on =0

+0 0.0

So ur ce

E lev ati on

=2 7.2

6" U

.15

8" U

.42

LIT

.73

.71

.29

C L

2" S

C E

I C

0°

'4 2"

.43

" C

L 2 7.1

.48

" C

L 2 7.0

.39

.19

.19 St ati on

=0 +0

0.0

So ur ce E lev ati on =2

7.3

C L

2" S

C E

I C

0°

'0 9"

I C

0°

'5 7"

LIT

Y St ati on

=0 +0

0.0

So ur ce E lev ati on =3

0.1

C L

2" S

C E

Profile View of SL_RI-ACID TANK

14161820222426283032343638404244

0+000+500+69

Profile View of SL_RI-781

024681012141618202224262830323436384042444648

0+000+501+001+501+53

St ati on =0

+0 0.0

So ur ce

E lev ati on

=2 5.6

ACID TANK

C L

2" S

C E

St ati on =0

+0 0.0

So ur ce

E lev ati on

=2 5.8

L 2"

D D

C L

I C

°3

.5 ° B

I C

°2

I C

°2

.5 ° B

I C

°3

.5 ° B

.23

.12

.95

4" U

.88

LINE RI

LINE RK

Profile View of SL_RK-603

02468101214161820222426283032343638404244

0+000+500+67

Profile View of SL_RK-587

024681012141618202224262830323436

0+000+501+001+17

Profile View of SL_RK-526

24681012141618202224262830323436

0+000+501+00

St ati on =0

+0 0.0

So ur ce

E lev ati on

=1 8.4

.75

.39 C

L 2"

D D

Profile View of SL_RK-UNK

-6-4-2024 681012141618202224St ati on

=0 +0

0.0

So ur ce E lev ati on =1

4.3

C L

2" S

C E

" C

.05

.98

Profile View of SL_RK-587(1)

246810121416182022242628303234363840

0+000+500+95

St ati on =0

+0 0.0

So ur ce

E lev ati on

=1 5.2

" C

.64 C

L 2"

D D

587(1)

Profile View of SL_RK-871

" U

.36 St ati on

=0 +0

0.0

So ur ce E lev ati on =1

5.9

C L

2" S

C E

Profile View of SL_RL-602

.64Profile View of SL_RL-3168Profile View of SL_RL-569

.95

.70Profile View of SL_RL-570

.90

Profile View of SL_RM-529Profile View of SL_RM-527Profile View of SL_RM-1488

St ati on =0

+0 0.0

So ur ce

E lev ati on

=1 8.5

" R

.82

6" U

.78Profile View of SL_RM-531

St ati on =0

+0 0.0

So ur ce

E lev ati on

=1 7.9

8Profile View of SL_RM-533

" R

.95

.33

L L

.48

L L

.36

L L

.58

L L

.18 St ati on

=0 +0

0.0

So ur ce E lev ati on =1

6.9

.33

LIT

.58Profile View of SL_RM-560

" R

.47

L L

.89

.69

St ati on =0

+0 0.0

So ur ce

E lev ati on

=1 9.0

5Profile View of SL_RM-561

St ati on =0

+0 0.0

Profile View of SL_RM-562Profile View of SL_RM-563Profile View of SL_RM-564 Profile View of SL_RN-588Profile View of SL_RN-3067

Profile View of SL_RE-670

.95

4" U

8" U

.64

.25

.07

6" U

.20

.10

.57

L L

.14

0.32%-1.28%0.66% -1.26%-0.41%0.61%-1.14%

-0.13%

-0.22%1.10%

1.13%3.70%

-0.45%0.99%1.87%-1.53%-0.04%2.29%-0.34%0.84%

-4.85%-3.34%-1.78%3.81%2.11%3.87% 0.94%-1.04%0.76%-0.89%

0.53%2.44%2.41%-0.54%4.24% 1.69%1.69%

-0.50%1.11%-0.48%1.08%-1.75%-0.49%1.02%-0.27%

1.78%0.34%

-39.29%

0.04%

1.46%

-6.61% 1.79%

-3.92% -4.53%-1.68%-2.88%

1" = 500' 0 1000'500'

SCALE IN FEET

A1 ENERGETICS OVERALL PLAN

PLAN

NORTH

N O

P R

E L

R Y

N A

V A

S E

N G

E R

C O

M M

A N

W A

S H

R G

C S

P R

O D

U C

R E

S U

P P

R E

S S

KEY

PLAN

NORTH

GENERAL NOTES

KEY PLAN

1. CONTRACTOR SHALL PROVIDE OWNER 72 HOURS NOTICE PRIOR TO A

BUILDING BEING OUT OF SERVICE. WATER SERVIE SHALL BE RESTORED

TO EACH BUILDING BY THE END OF THE WORK DAY.

2. UTILITY OUTAGE SCHEDULE IS INTENDED TO SHOW ALL UTILITY

SERVICES THAT WILL BE IMPACTED BY THE ENERGETICS UTILITY

MODERNIZATION PROJECT.

3. UTILITY SERVICE TO ANY BUILDING MAY NOT BE INTERRUPTED

WITHOUT THE APPROVAL OF THE CONTRACTING OFFICER. NOTIFY THE

CONTRACTING OFFICER AND MCAS INDIAN HEAD PUBLIC WORKS

DEPARTMENT A MINIMUM OF 30 DAYS PRIOR TO ANY PLANNED UTILITY

SERVICE INTERRUPTION.

4. BASE PREFERENCE IS FOR ALL UTILITY SERVICE INTERRUPTIONS TO

TAKE PLACE DURING WEEKEND HOURS WHERE POSSIBLE.

5. PROVIDE PORTABLE TOILETS AND POTABLE WATER TO SERVE ALL

OCCUPIED BUILDINGS DURING UTILITY OUTAGES.

6. COORDINATE FIRE WATCH REQUIREMENTS DURING SPRINKLER

OUTAGES WITH NAVFAC CONSTRUCTION MANAGER.

7. COORDINATE ALL CATV RELOCATION AND EXPECTED OUTAGES WITH

XXXX OF XXXXX AT XXX-XXX-XXXX.

S O

G-007

D-49

D-7A

D-37

D-28

D-31

D-35

D-33

D-21

D-36

58 D-2D

534 527

938 939

45A

683 807

D-1

D-70

D-40

D-63D-62

102A

511A

511C

619A

943 944

D-71

D-69

D-2

D-6

24A

D-7

D-8

696A

D-1B

D-22

D-34

19501949

555596

337850

164B

30183019

676A

D-4

D-3

D-5

533 575

10481002

741719

745746

1266 1267

159A

109A

691 689

1803 1510

14 1685

677A

1770 1898

217 212

314A

772 774

854905

D-46A

D-324

295A

2081BN

D-324B

12231509

D-332

D-49A

D-34A D-339

D-22A

544D

544B

106B

106D106A

106E

D-236

D-326

D-323

D-21A

D-33A

108A

D-35A

D-327D-328

D-340

D-62A

D-44A

D-322

D-321

804A

D-218

685A

12881219

856C

856A 856B

10541721

724A to

16941545

15431667 1828

D-322A

D-321A

D-218A

D-324A to to to

1349 1140

619B

114818

D-47

D-5B

D-4A

729D

729B

729A

880A

D-61

D-3A

D-5D

728C

846A

D-6B

728D

728B

26 17

511B

D-46

19001892

676B

696B

807A

1837 1205

728A

729C

151312

331 328

100A

1755 1921

720A

D-236A

C-27

C -4

C-161

P002V

P-

P-16

W10 W8

W11

W14

W16

W15

W18

W17

W19

W20

W21

W13

P232 PROJECT AREA

P234 PROJECT AREA

P233 PROJECT AREA

EYE WASH 5

FIRE HYDRANT

EYE WASH 1

EYE WASH 3

EYE WASH 2

TWO SHOWERS

EYE WASH 4

D W

135 / EYEWASH?

NO CAD

NO PDF

EXCEL SAYS SINGLE

CAD DOES NOT MATCH THE PDF

44.21498°

59.79381°

W12

KEY

PLAN

NORTH

KEY PLAN

1. CONTRACTOR SHALL INCLUDE WORK ZONE NUMBERS INTO THEIR

BASELINE SCHEDULE AND MONTHLY SCHEDULE UPDATES.

2. CONTRACTOR SHALL PROVIDE A MINIMUM OF 30 DAYS NOTICE AND

COORDINATE WITH BASE OFFICIALS PRIOR TO STARTING WORK IN ANY

WORK ZONES.

3. FOR EACH PROJECT AREA, UNLESS APPROVED OTHERWISE, ALL WORK

IN PHASE 1 WORK ZONES SHALL BE SUBSTANTIALLY COMPLETE

BEFORE STARTING WORKING IN PHASE 2 WORK ZONES. ALL WORK IN

PHASE 2 WORK ZONES SHALL BE SUBSTANTIALLY COMPLETE BEFORE

STARTING WORK IN PHASE 3 WORK ZONES, IF APPLICABLE.

4. ONCE CONTRACTOR BEGINS WORK IN A WORK ZONE, UNLESS

OTHERWISE APPROVED, ALL WORK MUST BE SUBSTANTIALLY

COMPLETE WITHIN THAT WORK ZONE. IF A WORK ZONE INCLUDES

BOTH POTABLE AND ENERGETICS, WORK ON BOTH SYSTEMS MUST BE

SUBSTANTIALLY COMPLETE WITHIN THAT WORK ZONE BEFORE MOVING

TO NEXT WORK ZONE.

5. CONTRACTOR MUST SUBMIT TRAFFIC CONTROL PLANS FOR APPROVAL

WITH THE WORK ZONE PERMIT.

6. ROADS MAY BE REQUESTED TO BE CLOSED WITH 15 DAYS ADVANCED

NOTICE, SUBJECT TO APPROVAL BY BASE PERSONNEL. ROADS

PROPOSED FOR CLOSURE MUST HAVE ALTERNATE ROUTES AVAILABLE

TO PROVIDE ACCESS TO ALL BUILDINGS. IF ROAD IS APPROVED FOR

CLOSURE, CONTRACTOR SHALL POST TRAFFIC SIGNS INCLUDING

DETOUR ROUTES.

7. ACCESS SHALL BE MAINTAINED TO ALL WORK ZONES NOT UNDER

CONSTRUCTION. FOR WORK ZONES AND DEAD END TRAFFIC PATHS

THAT ONLY HAVE ONE ROAD IN/OUT OF AN AREA, INCLUDING, BUT NOT

LIMITED TO, WORK ZONES W18, W19, W20 AND W21, ONE LANE MUST BE

MAINTAINED OPEN TO TRAFFIC AT ALL TIMES IN ACCORDANCE WITH

SECTION 01 50 00. ACCESS TO S. GREENSLADE ROAD IN VICINITY OF

CAFFEE ROAD SHALL BE MAINTAINED AT ALL TIMES.

8. CONTRACTOR SHALL COMPLY WITH WORKING HOURS PER SECTION 01

14 00, UNLESS AGREED TO OTHERWISE BY BASE PERSONNEL. ALL

BUILDINGS SHALL BE ACCESSIBLE EVERY DAY FROM 1600 TO 0600.

UNLESS APPROVED OTHERWISE, ROADS MUST BE PASSABLE AND

OPEN TRENCH SECURED AT THE END OF EACH WORK DAY. ROADS

SHALL BE RESTORED FOR TEMPORARY CONSTRUCTION AS DESCRIBED

IN SPECIFICATION SECTION 01 50 00. FINAL RESTORATION SHALL BE IN

ACCORDANCE WITH SECTION 32 12 16.16.

9. CONTRACTOR'S REQUEST TO WORK IN A DESIGNATED WORK ZONE

SHALL INCLUDE A DURATION FOR COMPLETING THE WORK IN THAT

WORK ZONE.

1" = 1000' 0 2000'1000'

SCALE IN FEET

A1 WORK ZONES AND ARC LIMITS

PLAN

NORTH

SHEET NOTES

N O

P R

E L

R Y

N A

V A

S E

N G

E R

C O

M M

A N

W A

S H

S O

P R

O D

U C

N P

W A

S Y

M C

O N

U C

N P

G-011

IDENTIFIED STAGING AREA

W# IDENTIFIED WORK ZONE NUMBER

IDENTIFIED WORK ZONE EXTENTS

(COLOR VARIES)

P235 PROJECT AREA (WORK BY OTHERS)

EXISTING LINE TO BE RECONNECTED

WORK ZONE PHASE POTABLE ENERGETICS*

1 1 P233 YES

2 1 P233 NO

3 3 P233 YES

4 2 P233 NO

5 1 P232 YES

6 2 P232 YES

7 2 P232 NO

8 1 P232 YES

9 2 P232 YES

10 2 P232 NO

11 2 P232 YES

12 1 P234 YES

13 2 P234 YES

14 3 P234 YES

15 2 P234 NO

16 1 P234 YES

17 2 P234 NO

18 2 P234 NO

19 2 P234 NO

20 2 P234 NO

21 2 P234 NO

P233

P232

P234

P235

*ENERGETICS WATERLINE REPLACEMENT PROJECT (FY22 RM 19-1196)

For Phase 2 only : contractor shall have no more than one active work zone in P232; within P234, contractor shall have no more than two active work zones simultaneously.

File details come from the government source that posted it. Updated Aug 17, 2021.