1_Civil_LS_IFC_Signed_Part 3.pdf

PDF 29 MB Posted Jan 10, 2022

Attached to: P-3009, MILITARY WORKING DOG KENNEL Federal contract opportunity
Solicitation number: 5871178
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity is for solicitation number 5871178 to construct a Military Working Dog Kennel for the Department of the Navy Naval Facilities Engineering Command. The scope of work includes building an Administrative Building, Dog Kennel, Quarantine Kennel, and Dog Training/support fenced areas to house offices, kennels, food storage, and an obedience course. The project will also demolish existing kennel buildings 4919, 4923 and 4924 totaling 2,703 square feet. The delivery method is design-bid-build. The opportunity type is a solicitation, seeking bids to complete the construction project.

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Other files for this federal contract opportunity

Other files attached to P-3009, MILITARY WORKING DOG KENNEL, newest first.
File	Type	Posted
P3009PriceSchedule19May2022.pdf	PDF	May 26, 2022
AMENDMENT0009DOGKENNEL.pdf	PDF	May 26, 2022
SB Factor Attachment X HISTORICAL SMALL BUSINESS.docx	DOCX document	May 17, 2022
SB Factor Attachment Y - SBPCD.docx	DOCX document	May 17, 2022
SBSP (FinalTemplate) Jan2021.doc	DOC document	May 17, 2022
AMENDMENT 0008 DOG.pdf	PDF	May 17, 2022
SB Instructions To Offerors (Section L) 14 Feb 22.docx	DOCX document	May 17, 2022
AMENDMENT0007DOGKENNEL.pdf	PDF	Feb 22, 2022
EXISTING KENNEL PHOTOS.pdf	PDF	Feb 16, 2022
AMENDMENT 0006 DOG KENNEL.pdf	PDF	Feb 16, 2022
AMENDMENT 0005 DOG KENNEL.pdf	PDF	Feb 11, 2022
AMENDMENT 0004 DOG KENNEL.pdf	PDF	Feb 9, 2022
site visit sign in sheet.pdf	PDF	Feb 9, 2022
AMENDMENT 0002 DOG KENNEL.pdf	PDF	Jan 18, 2022
6_PLUMBING_IFC_Signed.pdf	PDF	Jan 10, 2022
1_Civil_LS_IFC_Signed_Part 1.pdf	PDF	Jan 10, 2022
AMENDMENT 0001 DOG KENNEL.pdf	PDF	Jan 10, 2022
10_ESS - IFC_Signed.pdf	PDF	Jan 10, 2022
4_INT_IFC_Signed.pdf	PDF	Jan 10, 2022
1_Civil_LS_IFC_Signed_Part 2.pdf	PDF	Jan 10, 2022
0_GI-001 - COVER SHEET_Signed (1).pdf	PDF	Jan 10, 2022
5_FP_FA_FX_IFC_Signed.pdf	PDF	Jan 10, 2022
0_GI-002 - SHEET INDEX AND GENERAL_Signed.pdf	PDF	Jan 10, 2022
8_ELECT_IFC_Signed.pdf	PDF	Jan 10, 2022
0_GI-003 Sheets (Life Safety)_Signed.pdf	PDF	Jan 10, 2022
3_ARCH_IFC_Signed.pdf	PDF	Jan 10, 2022
9_TECOMM_IFC_Signed.pdf	PDF	Jan 10, 2022
7_Mech_IFC_Signed.pdf	PDF	Jan 10, 2022
2_STRUCT_IFC_Signed.pdf	PDF	Jan 10, 2022
ATTACHMENT G RFI Form.docx	DOCX document	Dec 21, 2021
ATTACHMENT B Past Performance Questionnaire.doc	DOC document	Dec 21, 2021
SOLICITATION 21R1178 DOG KENNEL.pdf	PDF	Dec 21, 2021
ATTACHMENT C-Safety Data Sheet.docx	DOCX document	Dec 21, 2021
ATTACHMENT A CONSTRUCTION AND DESIGN EXPERIENCE PROJECT DATA SHEET.docx	DOCX document	Dec 21, 2021
MWDF_Specs_lFC.pdf	PDF	Dec 21, 2021
ATTACHMENT F SBSP Jan2021.doc	DOC document	Dec 21, 2021
ATTACHMENT D Historical Small Business Utilization.docx	DOCX document	Dec 21, 2021
ATTACHMENT E Proposed Small Bus Subcontracting Commitment.docx	DOCX document	Dec 21, 2021

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T I N

U A

T I O

3' MIN COVER

1990 LF - COMMUNICATIONS DUCTBANK

N G

S C

O M

D W

Y W

D O

G K

CU204

D E

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

Y S

T E

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

1"=30'

60300

1"=3'

IFC SUBMISSION

09/02/2021

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

AutoCAD SHX Text

JOINT BASE ANDREWS

AutoCAD SHX Text

CAMP SPRINGS, MARYLAND

AutoCAD SHX Text

JFH / WM

AutoCAD SHX Text

THC

AutoCAD SHX Text

JTG

AutoCAD SHX Text 1610688

AutoCAD SHX Text

UTILITY PROFILES - COMMUNICATIONS DUCTBANK

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 13137257

AutoCAD SHX Text

NOTES: 1. TBR= TO BE REMOVED 2. TP= TEST PIT REQUIRED TO DETERMINE DEPTH 3. SEE TELECOMMUNICATIONS PLANS FOR TELECOMMUNICATIONS WIRING AND TRENCH AND STRUCTURE DETAILS.

10 11 12 13 14 15 16

3' MIN COVER

573 LF - 8" C-900 PVC

N E

E W

I N

1.5' MIN CLEAR

S T

N E

A T

E R x

E E

A L

V E

S T

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S T

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S T

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M A

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V E

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A x

E E

A L

V E

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R A

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B L

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E R

M A

S T

E R

M A x

E E

A L

V E

WATERMAIN 'A'

EXISTING

GRADE

EXISTING

GRADE

E L

E V

A T

I O

N f t

1.5' MIN CLEAR

T O

S T

Y D

R A

S T

E R

M A x

E E

A L

V E

N E

L E

U C

T B

A N

I N

N E

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T B

A N

I N

72 LF

6" C-900 PVC

1.5' MIN CLEAR

10 11

E L E

V A

T I O

N f t

EXISTING

GRADE

S T

Y D

R A

E M

B L

HYDRANT

LEAD

N G

S C

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D W

Y W

D O

G K

CU205

D E

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

Y S

T E

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

1"=30'

60300

1"=3'

IFC SUBMISSION

09/02/2021

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

AutoCAD SHX Text

JOINT BASE ANDREWS

AutoCAD SHX Text

CAMP SPRINGS, MARYLAND

AutoCAD SHX Text

JFH / WM

AutoCAD SHX Text

THC

AutoCAD SHX Text

JTG

AutoCAD SHX Text 1610688

AutoCAD SHX Text

UTILITY PROFILES - WATERMAIN A

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 13137259

AutoCAD SHX Text

1. TBR= TO BE REMOVED

AutoCAD SHX Text

NOTES:

2. TP= TEST PIT REQUIRED TO DETERMINE DEPTH

10 11

S T

I L D

I N

A C

100 LF - 6" C-900 PVC

S T

FF=257.50

A T

B R

A T

B R

10 11

S T

I L D

I N

A C

124 LF - 6" C-900 PVC

S T

FF=258.00

A T

B R

I N

B R

I N

B R

10 11

S T

I L D

I N

A C

S T

FF=258.00

A T

B R

FIRE SERVICE

ADMIN BUILDING

FINISHED

GRADE

EXISTING

GRADE

3' MIN

COVER

S T

I R

E R

V I C

S T

E R

M A x

E E

KENNEL BUILDING

FIRE SERVICE

QUARANTINE

BUILDING

EXISTING

GRADE

FINISHED

GRADE

S T

E R

V I C

S T

E R

M A x

E E

3' MIN

COVER

EXISTING

GRADE

3' MIN

COVER

S T

I R

E R

V I C

S T

A T

E R

M A x

E E

N E

O O

R A

105 LF

6" C-900 PVC

E L E

V A

T I O

N f t

E L E

V A

T I O

N f t

E L E

V A

T I O

N f t

FINISHED

GRADE

S T

E N

S T

E N

S T

E N

1.5' MIN CLEAR

S T

E N

S T

E N

N E

O O

R A

S T

E N

S T

E N

1.5' MIN CLEAR

FIRE SERVICE

10 11

120 LF - 2" SCH80 PVC

DOMESTIC SERVICE

FF=258.00

KENNEL BUILDING

A T

B R

I N

B R

I N

B R

10 11

S T

I L

D I N

A C

FF=258.00

A T

B R

FINISHED

GRADE

EXISTING

GRADE

S T

E S

V I C

S T

E R

M A x

E E x

E D

U C

E R

O R

T O

E L

E V

A T

I O

N f t

DOMESTIC SERVICE

ADMIN BUILDING

FINISHED

GRADE

EXISTING

GRADE

3' MIN

COVER

S T

E S

V I C

S T

E R

M A x

E E x

E D

U C

E R

O R

T O

S T

I L

D I N

A C

E x

E D

U C

E R

N E

O O

R A

N E

O O

R A

101 LF

2" SCH80 PVC

E L

E V

A T

I O

N f t

S T

I L

D I N

A C

S T

I L

D I N

A C

N E

O O

R A

FINISHED

GRADE

EXISTING

GRADE

29 LF

3/4" SCH80 PVC

3' MIN COVER

FF=257.50

FF=258.00

1.5' MIN

CLEAR

DOMESTIC

SERVICE

QUARANTINE

BUILDING

E L

E V

A T

I O

N f t

QUARANTINE

BUILDING

ADMIN

BUILDING

1.5' MIN CLEAR

3' MIN

COVER

1.5' MIN CLEAR

S T

E N

S T

E N

N G

S C

O M

D W

Y W

D O

G K

CU206

D E

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

Y S

T E

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

1"=30'

60300

1"=3'

IFC SUBMISSION

09/02/2021

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

AutoCAD SHX Text

JOINT BASE ANDREWS

AutoCAD SHX Text

CAMP SPRINGS, MARYLAND

AutoCAD SHX Text

JFH / WM

AutoCAD SHX Text

THC

AutoCAD SHX Text

JTG

AutoCAD SHX Text 1610688

AutoCAD SHX Text

UTILITY PROFILES - FIRE AND DOMESTIC SERVICES.

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 13137260

AutoCAD SHX Text

1. TBR= TO BE REMOVED

AutoCAD SHX Text

NOTES:

3' MIN COVER

1.5' MIN CLEAR

S T

A x

E E

A L V

Y D

R A

E M

B L Y

S T

A L

V E

S T

E N

S T

E N

28 29 30 31 32 33 3427

I N

P x

T O

I N

N E

O M

T B

A N

I N

N E

L E

U C

T B

A N

I N

WATERMAIN 'B'

EXISTING

GRADE

EXISTING

GRADE

FINISHED

GRADE

E L

E V

A T

I O

N f t

S E

T I N

U A

T I O

S E

T I N

U A

T I O

2465 LF - 8" C-900 PVC

3' MIN COVER

1.5' MIN

CLEAR

20 21 22 23 24 25 26 27

2465 LF - 8" C-900 PVC

3' MIN COVER

S T

E R

M A x

E E

A L

V E

S T

E R

M A

S T

E R

M A

S T

E S

V I C

E x

E E x

E D

U C

E R

O R

T O

S T

E R

M A

S T

E R

V I C

E x

E E

S T

E R

M A

S T

E S

V I C

E x

E E x

E D

U C

E R

O R

T O

S T

E R

M A

S T

E R

V I C

E x

E E

S T

A x

E E

A L

V E

Y D

R A

E M

B L

S T

E N

S T

E N

S T

E R

M A

S T

E R

V I C

E x

E E

S T

E N

S T

E N

S T

E N

S T

E N

S T

A x

E E

A L

V E

Y D

R A

E M

B L

WATERMAIN 'B'

B R

I N

B R

I N

B R

N E

B R

A T

B R

I N

B R

EXISTING

GRADE

EXISTING

GRADE

FINISHED

GRADE

FINISHED

GRADE

S E

T I N

U A

T I O

E L E

V A

T I O

N f t

1.5' MIN CLEAR

D E

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

Y S

T E

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

D W

Y W

D O

G K

CU207

GRAPHIC SCALE

1"=30'

60300

1"=3'

IFC SUBMISSION

09/02/2021

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

AutoCAD SHX Text

JOINT BASE ANDREWS

AutoCAD SHX Text

CAMP SPRINGS, MARYLAND

AutoCAD SHX Text

JFH / WM

AutoCAD SHX Text

THC

AutoCAD SHX Text

JTG

AutoCAD SHX Text 1610688

AutoCAD SHX Text

UTILITY PROFILES - WATERMAIN B

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 13137263

AutoCAD SHX Text

1. TBR= TO BE REMOVED

AutoCAD SHX Text

NOTES:

41 42 43 44

T I N

U A

T I O

S T

N E

E R

M A

A T

E R x

E E

A L

V E

WATERMAIN 'B'

E L

E V

A T

I O

N f t

S T

E N

EXISTING

GRADE

S T

E N

S T

E N

S T

E N

I N

N E

O M

T B

A N

I N

N E

L E

U C

T B

A N

I N

2465 LF - 8" C-900 PVC

3' MIN COVER

1.5' MIN CLEAR

35 36 37 38 39 40 41

3' MIN COVER

WATERMAIN 'B'

EXISTING

GRADE

3' MIN COVER

EXISTING

GRADE

E L E

V A

T I O

N f t

S E

T I N

U A

T I O

S E

T I N

U A

T I O

S T

E N

S T

E N

S T

E N

S T

E N

S T

E N

S T

E N

I N

N E

O M

T B

A N

I N

N E

L E

U C

T B

A N

I N

2465 LF - 8" C-900 PVC

1.5' MIN CLEAR

D E

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

Y S

T E

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

N G

S C

O M

D W

Y W

D O

G K

CU208

GRAPHIC SCALE

1"=30'

60300

1"=3'

IFC SUBMISSION

09/02/2021

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

AutoCAD SHX Text

JOINT BASE ANDREWS

AutoCAD SHX Text

CAMP SPRINGS, MARYLAND

AutoCAD SHX Text

JFH / WM

AutoCAD SHX Text

THC

AutoCAD SHX Text

JTG

AutoCAD SHX Text 1610688

AutoCAD SHX Text

UTILITY PROFILES WATERMAIN B

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 13137264

AutoCAD SHX Text

1. TBR= TO BE REMOVED

AutoCAD SHX Text

NOTES:

10 11 12 13 14 15 16

S T

I S

T I N

A N

I T

A R

I N

U T

T O

S T

I T

A R

I N

U T

T E

E T

E R

M I N

E P

T H

T E

E T

E R

M I N

E P

T H

S T

E N

S T

E N

S T

E N

S T

E N

E L E

V A

T I O

N f t

E L E

V A

T I O

N f t

I N

T E

R I O

R O

N E

A T

T E

D E

T E

R M

I N

E P

T H

T E

D E

T E

R M

I N

E P

T H

16 17 18 19

T O

I N

U T

S T

E N

S T

E N

S T

E N

S T

E N

S T

K A

I N

U M

E L

E V

A T

I O

N f t

E L

E V

A T

I O

N f t

T O

T E

D E

T E

R M

I N

E P

T H

N G

S C

O M

D W

Y W

D O

G K

CU209

D E

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

Y S

T E

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

1"=30'

60300

1"=3'

IFC SUBMISSION

09/02/2021

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EX 8"

AutoCAD SHX Text @ 0.59%%%

AutoCAD SHX Text

3' MIN COVER

AutoCAD SHX Text

774 LF - 2" SDR 21 PVC FORCE MAIN

AutoCAD SHX Text

133 LF - 8" SDR35 PVC @ 0.53%

AutoCAD SHX Text

1.5' MIN CLEAR

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

3' MIN COVER

AutoCAD SHX Text

774 LF - 2" SDR 21 PVC FORCE MAIN

AutoCAD SHX Text

1.5' MIN CLEAR

AutoCAD SHX Text

3. BEGIN CONSTRUCTION OF GRAVITY SEWER PIPES FROM THE OUTFALL.

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

AutoCAD SHX Text

JOINT BASE ANDREWS

AutoCAD SHX Text

CAMP SPRINGS, MARYLAND

AutoCAD SHX Text

JFH / WM

AutoCAD SHX Text

THC

AutoCAD SHX Text

JTG

AutoCAD SHX Text 1610688

AutoCAD SHX Text

UTILITY PROFILES - SANITARY

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 13137263

AutoCAD SHX Text

1. TBR= TO BE REMOVED

AutoCAD SHX Text

NOTES:

V A

T I O

N f t

11 10 21 20 12 11 10

S T

K A

S T

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U T

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U M

T O

ADE

I N

B R

N E

O M

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E L E

V A

T I O

N f t

S T

I N

T O

S T

I L D

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A C

I N

FF=258.00

E L E

V A

T I O

N f t

S T

L E

I N

T O

S T

I N

U T

S T

I N

T O

I N

B R

I N

B R

I N

B R

I N

B R

I N

S T

I L D

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A C

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S T

I L D

I N

A C

I N

S T

O O

R A

S T

O O

R A

FF=258.00

S T

U I L D

I N

A C

I N

S T

L E

A N

O U

I N

S T

L E

A N

O U

I N

S T

L E

A N

O U

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S T

I N

N E

L E

I N

N E

O M

I N

T O

I N

U T

I N

U M

I N

S T

L E

S T

L E

A N

O U

S T

L E

A N

O U

I N

T O

S T

K A

6 LF

6" SCH40 PVC

@ 1.67%

64 LF

6" SCH40 PVC

@ 1.10%

N E

O M

I N

FINISHED

GRADE

EXISTING

GRADE

S T

1.5' MIN CLEAR

6" CONC.

ENCASEMENT

E R

N G

S C

O M

D W

Y W

D O

G K

CU210

D E

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

Y S

T E

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

GRAPHIC SCALE

1"=30'

60300

1"=3'

IFC SUBMISSION

09/02/2021

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

29 LF - 4" SCH40 PVC @ 2.08%

AutoCAD SHX Text

3' MIN COVER

AutoCAD SHX Text

FF=257.50

AutoCAD SHX Text

FF=258.00

AutoCAD SHX Text

155 LF - 4" SCH40 PVC @ 3.11%

AutoCAD SHX Text

1.5' MIN CLEAR

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

1.5' MIN CLEAR

AutoCAD SHX Text

DESIGN AND CONSTRUCTION CORE

AutoCAD SHX Text

WASHINGTON DC

AutoCAD SHX Text

JOINT BASE ANDREWS

AutoCAD SHX Text

CAMP SPRINGS, MARYLAND

AutoCAD SHX Text

JFH / WM

AutoCAD SHX Text

THC

AutoCAD SHX Text

JTG

AutoCAD SHX Text 1610688

AutoCAD SHX Text

UTILITY PROFILES - SANITARY

AutoCAD SHX Text

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text 13137264

AutoCAD SHX Text

NOTES: 1. TBR= TO BE REMOVED 2. TP= TEST PIT REQUIRED TO DETERMINE DEPTH 3. SEE SHEET CU502 FOR SEPTIC TANK DETAILS 4. BEGIN CONSTRUCTION OF GRAVITY SEWER PIPES FROM THE OUTFALL.

P A

R T

M E

2 3 4 5

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

N A

V A

A C

I L I T

I E

N G

I N

E E

R I N

Y S

T E

M A

N D

DES DRW

S Y

M D

E S

C R

I P

T I O

N D

A T

E A

P P

DRAWFORM REVISION: JUN 2021

CHK

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

EPROJECT NO.:

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

CU501

N G

S C

O M

D W

Y W

D O

G K

DUPLEX HDPE PUMP STATION WITH NO-VAULT ENCLOSURE & CONTROL PANELB2

CONTROL PANEL

CORD CABINET

PUMP STATION NOTES AND REQUIREMENTS (CONT.)

ENCLOSURE ACCESS DOORS:

· ALUMINUM LOCKABLE GULL WING ACCESS DOORS WITH LOCKING GAS SHOCKS AND STAINLESS-STEEL HINGES; INCLUDE

BUG-FREE VENTILATION COVERS.

ENCLOSURE HARDWARE:

· TWO (2) HEAVY DUTY 300 SERIES STAINLESS STEEL KEYED HANDLE THAT OPERATES 2 FMV#SS206 APPROVED LATCHES.

ENCLOSURE LIGHTING:

· EX4 FOUR (4) HIGH POWER LED WATERPROOF LIGHT FIXTURES, RIGID ALUMINUM HOUSING, 12VDC POWER SUPPLY.

ENCLOSURE INSULATION:

· DOW SUPER TUFF-R POLY COATED CLOSED CELL FOAM, SIDEWALL WITH MINIMUM RATING OF R6.5 AND A R12.5 MINIMUM

RATING OF ROOF.

ENCLOSURE LINER:

· BLACK “RHINO-TUFF” SPRAY COATING, TWO-COMPONENT, 100% SOLIDS ELASTOMERIC POLYURETHANE/POLYUREA

HYBRID LINING.

ENCLOSURE VENTILATION:

· WALL MOUNT ELECTRIC COOLING FAN, 120 VAC, 230 CFM, ALUMINUM FRAME, THERMOSTATICALLY CONTROLLED.

ENCLOSURE HEATING:

· WALL MOUNT ELECTRIC RADIANT HEATER, 120VAC, 1000 WATTS, THERMOSTATICALLY CONTROLLED FOR FROST

PROTECTION.

DISCHARGE PIPING:

· 2” PVC FLANGED PIPE AND FITTINGS.

VALVES:

· TWO (2) FIG. 340-W LEVER & WEIGHT SWING CHECK VALVES, FLANGED, AWWA C508, DUCTILE IRON ASTM A536 BODY, NSF-61 EPOXY COATED.

· THREE (3) FIG. 601 ECCENTRIC PLUG VALVES, FLANGED, AWWA C504, CAST IRON A126 CLASS B BODY, RUBBER COATED

DUCTILE IRON PLUG, MANUFACTURER STANDARD COATING.

EMERGENCY BYPASS CONNECTION:

· ALUMINUM QUICK DISCONNECT FITTING WITH ALUMINUM DUST CAP INCLUDES PLUG VALVE AND PIPE FITTINGS.

ELECTRICAL PLUGS/RECEPTACLES:

· ELECTRICAL PIN AND SLEEVE QUICK DISCONNECT POWER CONNECTIONS, TYPE 4X, WATER AND GAS TIGHT DESIGN.

ELECTRICAL CONTROLS:

· PUMP STATION COMPATIBLE DUPLEX CONTROL PANEL, NEMA 12, UL LISTED ENCLOSURE, CONTAINING HIGH VOLTAGE

COMPARTMENT WITH ELECTRICALLY INTERLOCKED DOOR AND A LOW VOLTAGE COMPARTMENT WITH ALL OPERATOR

120VAC CONTROLS. CONTROL OPTIONS INCLUDING VFDS, NEMA STARTERS, PUMP VISION PLC CONTROL WITH HMI

SCREEN, STANDARD LIGHTS, PUSHBUTTONS AND SWITCHES. EXTERNAL FLASHING ALARM LIGHT. CONTROLS PRIMARILY

DESIGNED TO REDUCE ELECTRICAL HAZARDS FOR OPERATORS. HIGH LEVEL ALARM (FLASHING) HIGH LEVEL ALARM HORN

WITH PUSH TO SILENCE, LOWER WATER ALARM, ELAPSE TIME METER (PER PUMP), CYCLE COUNTER, SEAL FAILURE

ALARM WITH INDICATOR LIGHT, PHASE FAILURE PROTECTION, LIGHTNING SUPPRESSER, 24-HOURS TIME CLOCK, ADJUSTABLE TO 15 MIN. INTERVALS TO CONTROL PUMP OPERATIONS.

SUBMERSIBLE PUMPS:

· GRINDER PUMPS: 2” DISCHARGE, RATED AT 30 GPM AT 41 FT. TDH . PUMPS MUST BE COORDINATED

FOR 3 HP., 208-230/460V, 1 PHASE OR 3 PHASE.

WET WELL STRUCTURE:

· HIGH DENSITY POLYETHYLENE (HDPE) WET WELL, 60” MINIMUM DIAMETER, DEPTH SIZED PER APPLICATION.

POLYMER CONCRETE FLATTOP W/ ACCESS HATCH & SAFETY GRATE:

· CASTINITE POLYMER CONCRETE FLATTOP, 18,000 PSI COMPRESSIVE STRENGTH, 90%-94% HIGH PURITY QUARTZ

AGGREGATE W/ HIGH STRENGTH RESIN EPOXY, MINIMUM 84”X84” SQUARE.

· ALUMINUM CHANNEL FRAME ACCESS COVER WITH LOCKABLE DUAL HATCH DOORS, STAINLESS STEEL HINGES AND

HARDWARE. INCLUDES SAFETY GRATE, ALUMINUM “I” BAR CONSTRUCTION, SAFETY ORANGE POWDER-COATED

FINISH, 316SS HARDWARE, TAMPER PROOF SS HINGE BOLTS, 300# PSF LOAD RATED, WITH LOCKING CAPABILITY.

· CABLE TRAY 6”X36”, ALUMINUM SLIP-RESISTANT REMOVABLE COVER, DESIGNED TO HOUSE ALL POWER CABLES, LEVEL

CONTROL CABLES AND SERVE AS THE WET WELL VENT.

GUIDE RAIL ASSEMBLY:

· TWO (2) CAST IRON BASE ELBOW STATIONARY FITTINGS, BOLTED TO WET WELL FLOOR WITH STAINLESS STEEL

STUDS. SIZE RANGE FROM 3” (IN.) - 4” (IN.) FLANGED BASE ELBOW FITTINGS.

· TWO (2) CAST IRON UPPER GUIDE RAIL BRACKETS, MOUNTED ON WET WELL ACCESS COVER FRAME.

· 2” 304 STAINLESS STEEL GUIDE RAILS.

· TWO (2) CAST IRON MOVEABLE FITTINGS, MOUNTED ON PUMP DISCHARGES, ALLOW PUMPS TO BE REMOVED WITHOUT

ENTERING WET WELL.

· INCLUDES INTERMEDIATE GUIDE RAIL BRACKETS IF WET WELL DEPTH IS GREATER THAN 20' (FT.) DEEP.

LEVEL CONTROLS:

· STANDARD FLOAT SWITCH LEVEL CONTROLS OR PRIMARY LEVEL TRANSDUCER WITH BACK-UP FLOAT SWITCH LEVEL

CONTROLS.

STOWAWAY CRANE:

· STEEL CONSTRUCTION, 30 FT OF ¼” STAINLESS STEEL CABLE WITH GALVANIZED SAFETY HOOK, ADJUSTABLE

BOOM, 120VAC ELECTRIC WINCH WITH REMOTE HAND-HELD PENDULUM AND MANUAL HAND CRANK, RATED FOR 800 LBS.

INLET DROP BOWL:

· RELINER INSIDE DROP SYSTEM, POLYESTER RESIN DROP BOWL WITH SCH80 PVC DROP PIPE, INCLUDES FLEXIBLE

EXTERNAL SLEEVE.

TRASH BASKET:

· ALUMINUM CONSTRUCTION, PERFORATED SCREENING STYLE, WITH ALUMINUM GUIDE RAIL SYSTEM AND

STAINLESS-STEEL CHAIN.

AUTOMATIC OR MANUAL TRANSFER SWITCH:

· INTERLOCKED MAIN DOUBLE CIRCUIT BREAKER, OUTDOOR GENERAL PURPOSE, NEMA 4X, STAINLESS STEEL ENCLOSURE, UL98 LISTED.

GENERATOR RECEPTACLE:

· OUTDOOR GENERAL PURPOSE, LOAD RATED.

SCADA COMPATIBILITY:

· ETHERNET MODULE FOR CONTROL AND STATUS TO EXTERNAL SYSTEM.

FOG / ODOR CONTROL SYSTEM:

· WET WELL WIZARD AERATION SYSTEM W/ 1.5HP REGENERATIVE BLOWER, HDPE 3” TUBE W/ HDPE CLEAVING

DISKS, 10LB. STAINLESS-STEEL SUPPORT BASE, PVC AIR HOSE W/ CONNECTION HARDWARE.

PUMP STATION NOTES AND REQUIREMENTS

1. WATER AND SEWER SYSTEMS ARE OWNED AND OPERATED BY TERRAPIN UTILITY SERVICES INC.

2. REFER TO SHEET C-002 "WATER AND SEWER NOTES" FOR INFORMATION REGARDING CONSTRUCTION OF UTILITIES AND

CONNECTIONS.

3. PROVIDE THE PUMP STATION IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE FOLLOWING MINIMUM

REQUIREMENTS:

DUPLEX NO-VAULT PUMP STATION

· ALUMINUM ENCLOSURE

· DISCHARGE PIPE WITH BYPASS PORT

· ELECTRIC LIFTING HOIST

· PUMP AND ENCLOSURE COMPATIBLE CONTROL PANEL

ENCLOSURE:

· INTERNAL STRUCTURE FABRICATED OF 6061-T6 ALUMINUM TUBING AND EXTERIOR SHEET FABRICATED TO A MILL FINISH

ASTM 3003 WITH 6061-T6 ALUMINUM, MINIMUM SHEET THICKNESS OF 0.80. STATION BASEPLATE MEETING ASTM 6061-T6

ALUMINUM PLATE AND INCLUDE AN INTEGRAL HOIST DAVIT. ALUMINUM INTEGRAL WATER-TITE BULKHEAD MUST

SEPARATE THE ELECTRICAL COMPARTMENT FROM THE PLUMBING COMPARTMENT.

1. PROVIDE BUOYANCY COUNTER MEASURE WITH A MINIMUM FACTOR OF SAFETY OF 1.3. THE COUNTER MEASURE AT A MINIMUM

MUST CONSISTS OF A CONCRETE BOTTOM SLAB 8-INCH THICKNESS. SLAB MUST EXTEND A MIN. OF 1' BEYOND THE OUTER WALL

OF THE WET WELL.

NEW WORK KEYNOTES

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GENERAL SHEET NOTES

1. CONCRETE: 5,000 PSI MINIMUM @ 28 DAYS.

2. STEEL REINFORCING ASTM A-615, GRADE 60.

3. COVER TO STEEL1" MINIMUM

4. TANK MUST MEET ASTM C858 AND ACI 318 WITH AASHTO HS20

5. EARTH COVER 0 - 5 FT. MAX.

6. APPROXIMATE WEIGHT:

6.1. TOP SLAB = 2.3 TONS.

6.2. BOTTOM SECTION = 8.5 TONS.

7. CONSTRUCTION JOINT SEALED WITH 1" DIAM. BUTYL RUBBER OR

EQUIVALENT.

1. PROVIDE FRAME AND COVER ACCORDING TO DETAIL C4 ON SHEET

CU503

2. PROVIDE CONCRETE GRADE RING IN ACCORDANCE WITH DETAIL A2 ON

THIS SHEET AND A2 ON SHEET CU507. MAX. STACKED RISERS = 2.

3. INFLUENT LINE = 6-INCH PVC PIPE. REFER TO APPLICABLE PROFILE

SHEET FOR INVERT DATA.

4. PROVIDE 8-INCH Ø TEE BAFFLE PIPE (INFLUENT LINE) - EXTEND TEE

PIPE 12 INCHES BELOW INVERT AND 2 INCHES ABOVE CROWN

5. PROVIDE 8-INCH Ø TEE BAFFLE PIPE (EFFLUENT LINE) - EXTEND TEE

PIPE 8 INCHES BELOW INVERT AND 2 INCHES ABOVE CROWN

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ASUS W-13 VALVE BOX & COVER A2

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ASUS S-1a GRAVITY SEWER PIPE UNDER PAVEMENTC2

ASUS S-2a GRAVITY SEWER PIPE UNDER GREEN SPACEA2

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1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DEPTHS AND AVOIDING CONFLICT

WHEN TRENCHING OVER OR ACROSS AREAS WHERE UTILITIES EXIST.

2. THE CONTRACTOR IS REQUIRED TO CONTACT 316 CES CUSTOMER SERVICE TO

ACQUIRE AND MAINTAIN AN AF 103 PERMIT 48 HOURS PRIOR TO THE COMMENCEMENT

OF WORK ON THE SITE. NO WORK IS TO BEGIN UNTIL ALL UTILITIES ARE MARKED. IF

UTILITY LINE/TREE CONFLICTS ARE EVIDENT, PLEASE CONTACT THE CONTRACTING

OFFICER'S REPRESENTATIVE..

3. THE CONTRACTOR MUST VERIFY THE ACCURACY OF THE TOTAL QUANTITIES SHOWN IN

THE MASTER PLAN SCHEDULE. IN THE EVENT OF A DISCREPANCY, THE CONTRACTOR

MUST NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BID. PLANT SUBSTITUTIONS

SUGGESTED REQUIRE THE APPROVAL OF THE LANDSCAPE ARCHITECT.

4. ALL PLANTS MUST BE NURSERY GROWN, WELL BRANCHED, TRUE TO TYPE SPECIMEN

MATERIAL, FREE OF INSECT INFESTATION, INJURY, DISEASE OR OTHER DEFECTS.

PLANTS ARE TO CONFORM TO STANDARDS SET IN AMERICAN STANDARD FOR

NURSERY STOCK AND MUST MEET OR EXCEED MEASUREMENTS SPECIFIED IN THE

PLANT SCHEDULE.

5. THE CONTRACTOR MUST WARRANTY ALL NEW PLANTINGS, INCLUDING SEEDING AND

SOD FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. ALL

REPLACEMENT PLANTS MUST CONFORM TO THE ORIGINAL SPECIFICATIONS. WHEN

PLANTING OPERATIONS ARE PERFORMED OUTSIDE THE NORMAL PLANTING SEASON

FOR THE LOCALITY, THIS WARRANTY MAY BE RENEGOTIATED WITH THE CONTRACTING

OFFICER'S REPRESENTATIVE PRIOR TO PLANTING.

6. PLANTING AND BED PREPARATION ARE TO BE CONDUCTED DURING FAVORABLE

WEATHER CONDITIONS. THE SOIL MUST NOT BE WORKED, DRIVEN OVER, OR WALKED

UPON WHILE IN A BAD CONDITION.

7. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING TO THE CONTRACTING OFFICER'S

REPRESENTATIVE CONDITIONS ON SITE THAT VARY FROM THE PLANS THAT AFFECT

INSTALLATION.

8. PRUNE BROKEN OR CROSSING BRANCHES. DO NOT THIN TREE CANOPIES.

9. THE CONTRACTOR IS RESPONSIBLE FOR WATERING AND INSECT CONTROL UNTIL THE

DATE OF FINAL INSPECTION, REPLANTING, WHEN RESULTING FROM SITE DISTURBANCE

BY OTHERS, MUST BE AT ADDITIONAL CHARGE.

10. THE WORK AREA IS TO BE KEPT CLEAN AND ALL DEBRIS HAULED AWAY AND DISPOSED

OF LEGALLY, OFF SITE, IN A TIMELY MANNER.

11. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING WORK IN A MANNER THAT

PROTECTS COMPLETED WORK BY OTHERS, SUCH AS CURBS, UTILITIES, STORM

DRAINAGE, FENCES, DRIVEWAY APRONS, DRIVES, VEGETATION, ETC. THE

CONTRACTOR IS RESPONSIBLE FOR THE COST OF SATISFACTORY REPAIR OF ALL

DAMAGE IN KIND RESULTING FROM HIS FAILURE TO COMPLY.

LANDSCAPE GENERAL NOTES

1. PLANTS AND TREES

1.1. PLANTS MUST BE TREATED AT THE TIME OF PLANTING WITH ANTI-DESICCANT AS

SPECIFIED IN FULL ACCORDANCE WITH DIRECTIONS BY THE MANUFACTURER.

1.2. THE CONTRACTOR MUST THOROUGHLY WATER ALL PLANTED AREAS AFTER

PLANTING AND IN DRY WEATHER, THE CONTRACTOR MUST MAKE NECESSARY

ARRANGEMENTS IN ADVANCE OF START OF WORK TO INSURE THAT AN ADEQUATE

SUPPLY…

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File details come from the government source that posted it. Updated Jan 10, 2022.