P693_Drawings_Final_Vol14.1_20241007-Part2.pdf

10-04-202410-04-

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4 via email

10/17/2024

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

EMH

TMH

EMH

T

UHH

CB

TOP=511.12

INV.=502.27

EMH

CLP

SDX SDX SDX

S D

X S

D X

S D

X S

D X

S D

X S

D X

S D

X S

D X

SDMH

TOP=512.94

INV.=505.04

"Ø R

C P

S D

X

"Ø R

C P

24"ØRCP

15"ØPVC

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

COMMAND CENTER

FFE 522.50

519519

O M

A L

LE

Y

A V

E

5.5%

5:1

16.2%

CB

D S

D S

D S

D S

D S

D S

D S

D

0+00

S D

DSD SD SDCB

0+00

1+00

SD

D

D

18" RCP @ 2.00% (SD01)

STA 8+69.58, SD01

STA 0+40.50 SD01D

1- 5' SDMH

RE: C1/14ST-C-541

N:680837.13 E:392494.49

4"

R C

P

.3

S

D

STA 5+86.01, SD01

STA 0+00 SD01C

1- 5' SDMH

RE: C1/14ST-C-541

N:680617.18 E:392673.47

24" RCP @ 0.40% (SD01)

.0

FG 509.33

FG 518.25

TC 518.56

G 518.06

TC 516.70

G 516.20

TC 516.59

G 516.09

TC 516.00

G 515.50

TC 515.33

G 514.83

TC 515.95

G 515.45

TC 513.70

G 513.20

4 ME 512.3±

ENVIRONMENTAL STUDY AREA BOUNDARY

TP 509.32

STA 1+02.65, SD01C

1- CATCH BASIN (TYPE A)

RE: A4/14ST-C-541

6" PVC PERIMETER DRAIN

TILE CONNECTION.

REFER TO STRUCTURAL

N:680552.39 E:392593.86

18" RCP @ 0.40% (SD01C)

18" RCP @ 2.37% (SD01D)

18" RCP @ 0.50% (SD01)

ME 499.6±

ME 493.5±

4.6%

TS 513.69

TS 513.62

A1

TC 511.14

G 510.64

TC 510.31

G 509.81

TP 510.26

TP 510.45

C2

TC 519.28

G 518.78

TC 513.20

G 512.70

TC 513.19

G 512.69

TC 513.07

G 512.57

TC 514.28

G 513.78

TC 514.52

G 514.02

TC 515.31

G 514.81

CONSTRUCTION LIMITS

3.3%

12.2%

12.3%

. 0

.1

TC 513.15

G 512.65

TC 512.99

G 512.49

GRADING LIMITS

LP 508.95

ME 512.3±

TC 517.28

G 516.78

TC 515.45

G 514.95

18" RCP @ 3.50% (SD01)

TP 510.42

TP 510.46TP 510.08

TP 510.14

TP 509.23

TP 510.92

TP 510.96

TP 510.76

TP 510.72

TP 509.23

TP 510.95

PESTICIDE IMPACTED SOIL (PIS) RELOCATION AREA

STRUCTURE TABLE

DESCRIPTION

STA 9+01.30 SD01

1- 5' SDMH

RE: C1/14ST-C-541

N: 680861.73 E: 392474.48

STA 8+69.58 SD01

1- CATCH BASIN (TYPE A)

RE: A4/14ST-C-541

N: 680811.57 E: 392463.08

STA 1+03.16 SD01D

1- CURB INLET

RE: A2/14ST-C-542

N: 680884.93 E: 392535.01

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

1812861

AWK/DMK

KYM

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

GRADING & DRAINAGE PLAN - PANEL C02

1" = 20'SCALE: A1 0 20 40

SEE SHEET 14ST-CG109 FOR CONTINUATION

SEE SHEET 14ST-CG107 FOR CONTINUATION

S E

E S

H E

E T

S T

-C G

F

O R

C O

N T

IN

U

A T

IO

N

PANEL B01

CG104

PANEL C01

CG107

PANEL B02

CG105

PANEL C02

CG108

PANEL A03

CG103

PANEL B03

CG106

PANEL C03

CG109

A. REFER TO SHEET 14GI-C-001 FOR CIVIL

GENERAL NOTES.

B. REFER TO SHEET 14GI-C-002 FOR CIVIL

LEGEND.

C. REFER TO SHEET 14GI-C-003 FOR CIVIL

ABBREVIATIONS.

D. CONTOURS ARE AT 1' INTERVALS.

E. ADJUST NEW AND EXISTING UTILITY

COVERS TO NEW GRADE.

F. REFER TO SHEETS CG201 - CG205 FOR

DRAINAGE PROFILES.

G. REFER TO SHEETS C-540 - C-542 FOR

DRAINAGE DETAILS.

H. ON THIS SHEET "TC" STANDS FOR TOP

OF CURB ELEVATION & "G" STANDS FOR

GUTTER ELEVATION.

I. REFER TO 14ST-C-001 FOR PESTICIDE

IMPACTED SOIL (PIS) RELOCATION AND

HANDLING NOTES. REFER TO

A4/14ST-C-543 FOR PESTICIDE IMPACTED

SOIL DETAIL.

AS NOTED

TTRSMCJMH

17323268

G R

A D

IN

G

D

R A

IN

A

G E

P L

A N

P

A N

E L

C

10-04-202410-04-

14GI-C-001

14GI-C-002

14GI-C-003

T

S

T -C

G

F

14ST-CG107

14ST-CG109

T-C-541/14STST-C

ST-C-541/14STST

4ST-C-541/14S4ST

/14ST-C-541

/14ST-C-541

/14ST-C-542

14ST-C-543

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

D

S D

S D

SD

SD

S D

S D

D

PAVILION

CLP

TP

EMH

EHH

CB

TOP=690.62

INV.=485.41

SDMH

TOP=489.54

INV.=483.52

(FILLED WITH DIRT)

CB

TOP=490.57

INV.=488.32

S D

X S

D X

S D

X S

D X

S D

X S

D X

SDMH

TOP=492.03

INV.=486.40

12"ØRCP

"Ø R

C P

"Ø R

C P

C O

N C

R E

T E

S

ID

E W

A L

K

CONCRETE SIDEWALK

EIS

EIS

EIS

E

IS

E

IS

E

IS

E

IS

E

IS

EIS

E

IS

E

IS

E

IS

E

IS EIS

EIS

EIS

EIS

EIS

EIS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

492 490

O M

A

LL

E Y

A V

E

OMALLEY AVE

:1

4:1

4+00

5+

D

DSDSD

0+00

SD

SD

D

CB

D

24" RCP @ 1.00% (SD01)

" R

CP @

.0 0%

(S D01

24" RCP @ 0.40% (SD01)

ENVIRONMENTAL STUDY AREA BOUNDARY

5:1

408 409

:1

5:1

4:1

:1

CONSTRUCTION LIMITS

GRADING LIMITS

2.

1%

1.4%

3.8%

.3

TC 508.01

G 507.51

TC 509.48

G 508.98

TC 509.00

G 508.50

TP 507.34

TP 507.57

TC 506.98

G 506.48

TC 506.76

G 506.26

TP 493.71

TP 493.71

TC 492.15

ME 490.4±

TC 492.15

TC 492.25

G 491.75

TC 492.15

G 491.65

TC 492.25

G 491.75

TC 492.15

G 491.65

TC 492.15

TP 491.42

TC 492.15

TP 491.28

ME 490.3±

TP 508.69

TP 509.45

TP 509.45

TP 508.95

TP 508.45

TP 508.45

TP 509.45

TP 509.45

TP 506.28

TP 507.77

TC 508.92

G 508.42

TC 492.15

G 491.65

TC 492.15

G 491.65

TC 492.15

G 491.65

TC 492.15

G 491.65

24" RCP @ 0.40% (SD01)

STA 4+94.08, SD01

1- 5' SDMH

RE: C1/14ST-C-541

N:680545.88 E:392731.50

PESTICIDE IMPACTED SOIL (PIS) RELOCATION AREA

ME 490.4±

CONTAINMENT BASIN

TC 511.26

G 510.76

TS 508.25

TS 508.31

TS 508.22

TC 507.81

G 507.31

TP 507.44

2.

3%

1.7%

18" RCP @ 0.50% (SD04)

18" RCP @ 2.50% (SD04)

TC 507.64

G 507.14

TC 507.58

G 507.08

TP 506.11

TC 507.17

G 506.67

TP 508.61

TC 510.25

G 509.75

FG 509.01 FG 510.26

FL 491.33

FL 491.66

FL 492.02

FL 491.03

.0

TP 491.65 TP 491.47

3.0%

4.

0%

STRUCTURE TABLE

DESCRIPTION

STA 5+14.08 SD01

STA 0+12 SD01B

1- 5' SDMH

RE: C1/14ST-C-541

N: 680561.39 E: 392718.88

STA 0+00.00 SD01B

1- CURB INLET

RE: A2/14ST-C-542

N: 680553.81 E: 392709.57

STA 0+24.00 SD01B

1- CURB INLET

RE: A2/14ST-C-542

N: 680568.96 E: 392728.18

STA 4+14.89 SD01

1- 5' SDMH

RE: C1/14ST-C-541

N: 680467.09 E: 392723.41

STA 1+31.31 SD04

1- 5' SDMH

RE: C1/14ST-C-541

N: 680419.33 E: 392697.59

STA 1+60.61 SD04

1- CATCH BASIN (TYPE A)

RE: A4/14ST-C-541

N: 680442.05 E: 392679.10

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

GRADING & DRAINAGE PLAN - PANEL C03

1" = 20'SCALE: A1 0 20 40

SEE SHEET 14ST-CG108 FOR CONTINUATION

S E

E S

H E

E T

S T

-C G

F

O R

C O

N T

IN

U

A T

IO

N

PANEL B01

CG104

PANEL C01

CG107

PANEL B02

CG105

PANEL C02

CG108

PANEL A03

CG103

PANEL B03

CG106

PANEL C03

CG109

A. REFER TO SHEET 14GI-C-001 FOR CIVIL

GENERAL NOTES.

B. REFER TO SHEET 14GI-C-002 FOR CIVIL

LEGEND.

C. REFER TO SHEET 14GI-C-003 FOR CIVIL

ABBREVIATIONS.

D. CONTOURS ARE AT 1' INTERVALS.

E. ADJUST NEW AND EXISTING UTILITY

COVERS TO NEW GRADE.

F. REFER TO SHEETS CG201 - CG205 FOR

DRAINAGE PROFILES.

G. REFER TO SHEETS C-540 - C-542 FOR

DRAINAGE DETAILS.

H. ON THIS SHEET "TC" STANDS FOR TOP

OF CURB ELEVATION & "G" STANDS FOR

GUTTER ELEVATION.

I. REFER TO 14ST-C-001 FOR PESTICIDE

IMPACTED SOIL (PIS) RELOCATION AND

HANDLING NOTES. REFER TO

A4/14ST-C-543 FOR PESTICIDE IMPACTED

SOIL DETAIL.

AS NOTED

TTRSMCJMH

17323269

G R

A D

IN

G

D

R A

IN

A

G E

P L

A N

P

A N

E L

C

10-04-202410-04-

14GI-C-001

14GI-C-002

14GI-C-003

T

S

T -C

G

F

14ST-CG108

ST-C-541/14S4ST

/14ST-C-541

/14ST-C-541

/14ST-C-541

/14ST-C-541

/14ST-C-542

/14ST-C-542

14ST-C-543

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

E

LE

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

SD01

-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

S T

A

0.

S

D

H E

A D

W A

LL

W

C

U L

V E

R T

G R

IL

L

R E

A

2/

S T

-C -5

C

/1

4- S

T -C

-5

S T

A

8.

S

D

S T

A

0.

S

D

' S

D M

H R

E

C 1/

S

T -C

-5

T

O P

O F

R

IM

.3

S T

A

0.

S

D

S T

A

S

D

A

' S D

M H

R E

C

1/

S T

-C -5

T O

P O

F R

IM

.7

4"

O U

T

5.

4"

IN

6.

8"

IN

9.

8"

IN

9.

0"

O U

T

3.

4"

IN

3.

8"

IN

4.

0"

2.

139 LF 30" RCP @ 0.40%

72 LF 24" RCP @ 2.70%

161 LF 24" RCP @ 1.00%

EXISTING GRADE

INFILTRATION

BASIN

1.5" WATER

=495.07

8"

M

IN

8"

M

IN

RIP-RAP

4"

O U

T

7.

4"

IN

7.

8"

IN

8.

S T

A

4.

S

D

S T

A

S

D

' S

D M

H R

E

C 1/

S

T -C

-5

T

O P

O F

R

IM

.5

FINISHED GRADE

43 LF 24" RCP @ 2.50%

GEOMEMBRANE

WRAP (TOP OF PIS)

8" WATER

=497.68

E

LE

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

SD01

3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00

S T

A

4.

S

D

' S

D M

H R

E

C 1/

S

T -C

-5

T

O P

O F

R

IM

.7

S T

A

4.

S

D

' S

D M

H R

E

C 1/

S

T -C

-5

T

O P

O F

R

IM

.2

S T

A

4.

S

D

S T

A

S

D

B

' S D

M H

R E

C

1/

S T

-C -5

T O

P O

F R

IM

.6

S T

A

6.

S

D

S T

A

S

D

C

' S D

M H

R E

C

1/

S T

-C -5

T O

P O

F R

IM

.0

4"

O U

T

9.

4"

IN

2.

4"

O U

T

3.

4"

IN

3.

4"

O U

T

3.

4"

IN

3.

8"

IN

5.

8"

IN

5.

4"

O U

T

3.

4"

IN

6.

8"

IN

4.

79 LF 24" RCP @ 1.00%

72 LF 24" RCP @ 0.40%

284 LF 24" RCP @ 1.30%

EXISTING GRADE

FINISHED GRADE

8" WATER

=500.42

20 LF 24" RCP @ 0.40%

2.5" WATER

=501.50

161 LF 24" RCP @ 1.00%

18" RCP

=502.46

GEOMEMBRANE

WRAP (TOP OF PIS)

FUEL

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

STORM DRAIN PROFILE - SD01 - STA 3+50 TO 8+00

HORIZONTAL 1" = 20'SCALE: A1

AS NOTED

JMHSMCJMH

17323270

D R

A

IN

A G

E P

R O

F

IL

E S

40200

VERTICAL SCALE: 1" = 5'

HORIZONTAL SCALE: 1" = 20'

VERTICAL 1" = 5'

STORM DRAIN PROFILE - SD01 - STA -1+00 TO 3+50

HORIZONTAL 1" = 20'SCALE: C1

VERTICAL 1" = 5'

10-04-202410-04-

E R

T G

R

IL

L R

R L

/1 4S

T -C

-5

S

S T

C

T

C

D M

H M

H /1

4S T

-C -5

S

/1

4S T

C

F

R

IM

F

D M

H M

H /1

4S T

-C -5

S

F R

IM

F

D M

H M

H /1

4S T

-C -5

S

F R

IM

F

D M

H M

H /1

4S T

-C -5

S

F R

IM

F

D M

H M

H /1

4S T

-C -5

S

/1 4S

T C

F R

IM

F

D M

H M

H /1

4S T

C

S

/1 4S

T -C

-5

S

/1

4S T

C

F

R

IM

F

D M

H M

H /1

4S T

-C -5

S

F R

IM

F

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

SD01D

-1+00 -0+50 0+00 0+50 1+00 1+50 2+00

8"

O U

T

2.

4"

O U

T

9.

8"

IN

1.

8"

IN

0.

8"

IN

0.

8"

O U

T

1.

S T

A

9.

S

D

C A

T C

H B

A S

IN

T Y

P E

A

R E

A

4/

S T

-C -5

T O

P O

F R

IM

.6

S T

A

3.

S

D

D

C

U R

B

IN

LE

T

R E

A

2/

S T

-C -5

T O

P O

F R

IM

.8

S T

A

9.

S

D

S T

A

0.

S

D

D

' S D

M H

R E

C

1/

S T

-C -5

T O

P O

F R

IM

.5

63 LF 18" RCP @ 2.37%

41 LF 18" RCP @ 2.00%

EXISTING GRADE

FINISHED GRADE

8" SANI

=505.03

E

LE

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

SD01C

-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00

S T

A

6.

S

D

S T

A

S

D

C

' S D

M H

R E

C

/1

S

T -C

-5

T

O P

O F

R

IM

.0

4"

O U

T

3.

4"

IN

6.

8"

IN

4.

8"

O U

T

4.

8"

IN

5.

IN

.7

8"

O U

T

5.

S T

A

2.

S

D

C

C

A T

C H

B A

S

IN

T

Y P

E A

R

E

A 4/

S

T -C

-5

P

V C

P E

R

IM

E T

E R

D R

A

IN

T

IL

E C

O N

N E

C T

IO

N

R

E F

E R

T O

S T

R U

C T

U R

A L

T O

P O

F R

IM

.9

S T

A

7.

S

D

C

C

A T

C H

B A

S

IN

T

Y P

E A

R

E

A 4/

S

T -C

-5

T

O P

O F

R

IM

.8

114 LF 18" RCP @ 0.40%

103 LF 18" RCP @ 0.40%

EXISTING GRADE

FINISHED GRADE

GEOMEMBRANE WRAP (TOP OF PIS)

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

STORM DRAIN PROFILE - SD01D

HORIZONTAL 1" = 20'SCALE: A1

AS NOTED

JMHSMCJMH

17323272

D R

A

IN

A G

E P

R O

F

IL

E S

VERTICAL 1" = 5'

STORM DRAIN PROFILE - SD01C

HORIZONTAL 1" = 20'SCALE: C1

VERTICAL 1" = 5'

40200

VERTICAL SCALE: 1" = 5'

HORIZONTAL SCALE: 1" = 20' 263

10-04-202410-04-

C H

B A

S

IN

T

Y C

A

/1 4S

T -C

-5

S

F

R

IM

F

D M

H M

H /1

4S T

-C -5

S

/1 4S

T C

F R

IM

F

D M

H M

H /1

4S T

-C -5

S

F R

IM

F

C H

B A

S

IN

T

Y C

A

/1 4S

T -C

-5

S

C

P E

R

IM

E T

E R

P E

M E

E

C H

B A

S

IN

T

Y C

A

/1 4S

T -C

-5

S

F

R

IM

F

R B

I N

L E

T B

N E

T /1

4S T

-C -5

S

F R

IM

F

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

SD02

-1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

S T

A

8.

S

D

S T

A

0.

S

D

' S

D M

H R

E

C 1/

S

T -C

-5

T

O P

O F

R

IM

.3

294 LF 18" RCP @ 3.23%

0"

O U

T

3.

4"

IN

3.

8"

IN

4.

EXISTING GRADE

FINISHED GRADE

S T

A

3.

S

D

S T

A

S

D

A

' S D

M H

R E

C

1/

S T

-C -5

T O

P O

F R

IM

.4

8"

O U

T

4.

8"

IN

8.

8"

IN

8.

8"

IN

6.

138 LF 18" RCP @ 3.77%

E

LE

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

SD02

3+50 4+00 4+50 5+00 5+50 6+00

138 LF 18" RCP @ 3.77%

68 LF 18" RCP @ 0.54%

S T

A

1.

S

D

' S

D M

H R

E

C 1/

S

T -C

-5

T

O P

O F

R

IM

.1

S T

A

0.

S

D

C A

T C

H B

A S

IN

T Y

P E

A

R E

A

4/

S T

-C -5

T

O P

O F

R

IM

.1

8"

O U

T

2.

8"

IN

2.

8"

O U

T

2.

EXISTING GRADE

FINISHED GRADE

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

STORM DRAIN PROFILE - SD02 - STA 3+50 TO 6+00

HORIZONTAL 1" = 20'SCALE: A1

AS NOTED

JMHSMCJMH

17323273

D R

A

IN

A G

E P

R O

F

IL

E S

VERTICAL 1" = 5'

STORM DRAIN PROFILE - SD02 - STA -1+00 TO 3+50

HORIZONTAL 1" = 20'SCALE: C1

VERTICAL 1" = 5'

40200

VERTICAL SCALE: 1" = 5'

HORIZONTAL SCALE: 1" = 20' 263

10-04-202410-04-

D M

H M

H /1

4S T

-C -5

S

F R

IM

F

D M

H M

H /1

4S T

-C -5

S

F R

IM

F

D M

H M

H /1

4S T

-C

S

-5

F

R

IM

F

C H

B A

S

IN

T

Y C

A

/1 4S

T -C

-5

S

F

R

IM

F

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

L

B L

D B

L D

B L

D B

LDB LDB LDB LDB LDB LDB LDB

E D

B

EMH

EDBEDBEDB

EBXTRN

SSX

SS X

S D

X

S D

X

S

CB

TOP=496.80

INV.=491.76

8"ØPVC

8"ØPVC

SMH

TOP=499.30

INV.=494.60

SMH

TOP=498.08

INV.=493.28

SMH

TOP=493.15

INV.=489.95

SSX

SS X

SS X

SS X

SSX

SSX

SSX

SSX

SSX

SSX

W X

W X

W X

W X

W X

W X

EU X

EU X

EU X

EU X

CU X

CU X

CU X

CU X

CU X

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

E

IS

EIS

EIS

E

IS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

EIS

D SDSDSD

SD

SD

SD

D

S D

S D

S D

CB

SD

SD

SD

SD D

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E D

B E

D B

E D

B E

D B

E D

B

XDB

X D

B X

D B

X D

B X

D B

X D

B X

D B

XDBXDBXDBXDBXDBXDBXDBXDBXDB

STA 0+06.50, FH02

1- FIRE HYDRANT ASSEMBLY

W/ BOLLARDS

RE: C1/14ST-C-520

N:680335.41 E:392444.43

STA 8+19.33, WL01

1- 8" TEE W/ THRUST BLOCKS

1- 8" GATE VALVE

RE: B2 & C4/14ST-C-520

N:680339.51 E:392449.48

9+

10+00

11+00

W

W W

WW

0+00

4+00

5+

W

W

W

W

8" P

V C

W

L

STA 9+18.86, WL01

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680262.31 E:392512.30

STA 10+32.01, WL01

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680250.75 E:392624.86

8" PVC (WL01)

STA 10+84.67, WL01

1- 8" 11.25° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680283.99 E:392665.70

8" PVC (WL01)

STA 4+89.54, WL02A

1- 1.5" 45° VERTICAL BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680355.98 E:392582.19

STA 4+78.12, WL02A

1- 1.5" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680347.13 E:392589.39

STA 4+73.12, WL02A

1- 1.5" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680346.61 E:392594.37

1.5" PVC (WL02A)

8" PVC (W

L01)

STA 4+96.25, WL02A

1- 1.5" 45° VERTICAL BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

1- 1.5" TO 0.75" REDUCER

BUILDING CONNECTION

RE: 14PP-P-102 FOR

CONTINUATION

N:680361.19 E:392577.95

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

UTILITY PLAN - PANEL B03

1" = 20'SCALE: A1 0 20 40

SEE SHEET 14ST-CU105 FOR CONTINUATION

S E

E S

H E

E T

S T

-C U

F

O R

C O

N T

IN

U

A T

IO

N

PANEL B02

CU105

PANEL C02

CU108

PANEL C01

CU107

PANEL B03

CU106

PANEL C03

CU109

A. REFER TO SHEET 14GI-C-001 FOR CIVIL

GENERAL NOTES.

B. REFER TO SHEET 14GI-C-002 FOR CIVIL

LEGEND.

C. REFER TO SHEET 14GI-C-003 FOR CIVIL

ABBREVIATIONS.

D. REFER TO SHEET 14ST-ES100 FOR SITE

LIGHTING & ELECTRICAL ROUTING

INFORMATION.

E. REFER TO SHEET 14ST-TS100 FOR

COMMUNICATIONS ROUTING

INFORMATION.

F. REFER TO SHEETS CU201 - CU207 FOR

UTILITY PROFILES.

G. REFER TO SHEETS C-520 - C521 FOR

UTILITY DETAILS.

H. ALL BENDS AND TEES REQUIRE THRUST

BLOCKS, RE: B2/14ST-C-520.

I. PROVIDE A VERTICAL SEPARATION OF AT

LEAST 18 INCHES AT UTILITY CROSSINGS.

WATER PIPING MUST CROSS ABOVE

SEWER PIPING AND MUST BE LAID TO

PROVIDE A SEPARATION OF AT LEAST 24

INCHES BETWEEN THE BOTTOM OF THE

WATER PIPING AND THE TOP OF THE

SEWER PIPING.

AS NOTED

TTRSMCJMH

17323282

U T

IL

IT

Y P

LA

N

P

A N

E L

B

PANEL B01

CU104

10-04-202410-04-

14GI-C-001

14GI-C-002

14GI-C-003

14ST-CU105

W

T

S

T -C

U

F

ST-C-520/14ST-

ST-C-520/14ST-

ST-C-520/14S4ST-

-C-520/14ST-T-C-

ST-C-520/14S4ST-

/14ST-C-C-520

-C-520/14ST-T-C-

-C-520/14ST-T-C-

ST-C-520/14S4ST

Q

/14ST-C-520

14ST-ES100

14ST-TS100

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

CLP

TP

EMH

EHH

SMH

S S

X S

S X

S S

X

CB

TOP=690.62

INV.=485.41

SDMH

TOP=489.54

INV.=483.52

(FILLED WITH DIRT)

CB

TOP=490.57

INV.=488.32

S D

X S

D X

S D

X S

D X

S D

X S

D X

SDMH

TOP=492.03

INV.=486.40

12"ØRCP

"Ø R

C P

"Ø R

C P

12"ØPVC

8"ØPVC

"Ø P

V C

" Ø P

V C

8"ØPVC

8"ØPVC

SMH

TOP=492.30

INV.=487.27

SMH

TOP=491.15

INV.=486.32

SMH

TOP=492.07

INV.=484.07

SMH

TOP=491.26

INV.=486.64

S S

X S

S X

S S

X S

S X

SSX

SSX

SSX

SSX

SSX

SSX

SS X

SS X

SS X

SS

X

W X

W X

EU X

EIS

EIS

EIS

E

IS

E

IS

E

IS

E

IS

E

IS

EIS

E

IS

E

IS

E

IS

E

IS EIS

EIS

EIS

EIS

EIS

EIS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

E

IS

D

DSDSD

SD

SD

D

CB

D

L D

B L

D B

L D

B L

D B

L D

B

LDB LDB LDB LDB LDB

P D

B

PDB

EMH

L D

B L

D B

L D

B

P D

B P

D B

PDBPDBPDBPDB

C D

B

C D

B C

D B

LDB LDB LDB

C D

B

E x

E x

AGO AGO

A G

O A

G O

D

S D

S D

SD

SD

S D

S D

D

X D

B X

D B

X D

B X

D B

X D

B

XDBXDBXDBXDBXDBXDB

12+00

13+00

WW

W W

2 +

3+00

W W

W

W

0+

1+

W

W W

O M

A

LL

E Y

A V

E

OMALLEY AVE

STA 2+07.12, WL02A

1- 1.5" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680545.37 E:392743.51

STA 2+92.01, WL02A

1- 1.5" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680460.92 E:392734.84

1.5" PVC (WL02A)

1.5" PVC (WL02A)

EXISTING RIM/COVER: 490.87

ADJUSTED RIM/COVER: 490.60

EXISTING RIM/COVER: 492.03

ADJUSTED RIM/COVER: 492.02

1.

5"

P

VC (W

L0 2A

STA 12+06.10, WL01

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

VERTICAL DEFLECTION

N:680372.72 E:392748.56

STA 12+13.17, WL01

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680379.79 E:392748.46

STA 12+38.17, WL01

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680397.70 E:392765.90

STA 12+42.41, WL01

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680397.76 E:392770.14

8" PVC (WL01)

STA 13+82.72, WL01

1- 8" 11.25° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680498.30 E:392868.01

STA 13+97.49, WL01

1- 8" TAPPING SLEEVE & VALVE

RE: A3/14ST-C-520

N:680507.39 E:392879.66

STA 0+44.17, WL04

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680604.63 E:392764.08

STA 1+42.28, WL04

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

N:680528.53 E:392826.01

STA 1+83.68, WL04

1- 8" 45° BEND

W/ THRUST BLOCKS

RE: B2/14ST-C-520

CONNECT TO EX WATERLINE

N:680523.48 E:392867.09

P V

C

W L0

4)

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

UTILITY PLAN - PANEL C03

1" = 20'SCALE: A1 0 20 40

SEE SHEET 14ST-CU108 FOR CONTINUATION

S E

E S

H E

E T

S T

-C U

F

O R

C O

N T

IN

U

A T

IO

N

PANEL B02

CU105

PANEL C02

CU108

PANEL C01

CU107

PANEL B03

CU106

PANEL C03

CU109

A. REFER TO SHEET 14GI-C-001 FOR CIVIL

GENERAL NOTES.

B. REFER TO SHEET 14GI-C-002 FOR CIVIL

LEGEND.

C. REFER TO SHEET 14GI-C-003 FOR CIVIL

ABBREVIATIONS.

D. REFER TO SHEET 14ST-ES100 FOR SITE

LIGHTING & ELECTRICAL ROUTING

INFORMATION.

E. REFER TO SHEET 14ST-TS100 FOR

COMMUNICATIONS ROUTING

INFORMATION.

F. REFER TO SHEETS CU201 - CU207 FOR

UTILITY PROFILES.

G. REFER TO SHEETS C-520 - C521 FOR

UTILITY DETAILS.

H. ALL BENDS AND TEES REQUIRE THRUST

BLOCKS, RE: B2/14ST-C-520.

I. PROVIDE A VERTICAL SEPARATION OF AT

LEAST 18 INCHES AT UTILITY CROSSINGS.

WATER PIPING MUST CROSS ABOVE

SEWER PIPING AND MUST BE LAID TO

PROVIDE A SEPARATION OF AT LEAST 24

INCHES BETWEEN THE BOTTOM OF THE

WATER PIPING AND THE TOP OF THE

SEWER PIPING.

AS NOTED

TTRSMCJMH

17323285

U T

IL

IT

Y P

LA

N

P

A N

E L

C

ENVIRONMENTAL STUDY

AREA BOUNDARY

PANEL B01

CU104

CONSTRUCTION LIMITS

CONTAINMENT BASIN

10-04-202410-04-

14GI-C-001

14GI-C-002

14GI-C-003

W

T

S

T -C

U

F

14ST-CU108

-C-520/14ST-T-C-

ST-C-520/14S4ST-

C-520/14ST-T-C-

-C-520/14ST-T-C-

ST-C-520/14S4ST-

-C-520/14ST-T-C-

ST-C-520/14S4ST-

/14ST-C-5520

ST-C-520/14S4ST-

ST-C-520/14S4ST-

/14ST-C-5-520

Q

/14ST-C-520

14ST-ES100

14ST-TS100

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

WL01

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

S T

A

0.

W

L0

T A

P P

IN

G

S L

E E

V E

V

A L

V E

R E

A

3/

S T

-C -5

S T

A

1.

W

L0

T E

E W

/ T H

R U

S T

B

LO

C K

S

G

A T

E V

A

LV

E R

E

B

C

/1

S

T -C

-5

S T

A

5.

W

L0

A

IR

R E

L E

A S

E V

A L

V E

R E

A

3/

S T

-C -5

8" PVC

S T

A

6.

W

L0

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

8" PVC

EXISTING GRADE

FINISHED GRADE

6" SAN

=506.14

8" PVC

S

T A

5.

W L0

"X

T E

E W

/ T H

R U

S T

B

LO

C K

S

T

O

R

E D

U C

E R

G A

T E

V A

LV

E

C A

P R

E

B

C

/1

S

T -C

-5

S T

A

0.

W

L0

T E

E W

/ T H

R U

S T

B

LO

C K

S

G

A T

E V

A

LV

E

C

A P

R E

B

C

/1

S T

-C -5

4"

M

IN

S T

A

6.

W

L0

T E

E W

/ T H

R U

S T

B

LO

C K

S

G

A T

E V

A

LV

E R

E

B

C

/1

S

T -C

-5

18" RCP

=510.97

S T

A

4.

W

L0

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

S T

A

9.

W

L0

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

8" PVC

8"

M

IN

2'x2' DB =507.80

2'x1' DB =511.08

2'x2' DB =509.94

E

LE

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

WL01

4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00

S T

A

8.

W

L0

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

8" PVC

S T

A

9.

W

L0

T E

E W

/ T H

R U

S T

B

LO

C K

S

G

A T

E V

A

LV

E R

E

B

C

/1

S

T -C

-5

FINISHED GRADE EXISTING GRADE

S T

A

0.

W

L0

.7

V

E R

T

IC

A L

D E

F

LE

C T

IO

N

8"

M

IN

M

IN

S T

A

7.

W

L0

V E

R T

IC

A

L D

E F

L E

C T

IO

N

8"

M

IN

S T

A

0.

W

L0

.7

V

E R

T

IC

A L

D E

F

LE

C T

IO

N

S T

A

7.

W

L0

V E

R T

IC

A

L D

E F

L E

C T

IO

N

8" PVC

S T

A

7.

W

L0

V E

R T

IC

A

L D

E F

L E

C T

IO

N

30" RCP

=493.28

.5

V

E R

T

IC

A L

D E

F

LE

C T

IO

N

S T

A

4.

W

L0

T E

E W

/ T H

R U

S T

B

LO

C K

S

G

A T

E V

A

LV

E R

E

B

C

/1

S

T -C

-5

2'x1' DB

=502.968" PVC

2'x2' DB =499.68

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

SCALE: A1

WATERLINE PROFILE - WL01 - STA 0+00 TO 4+50

SCALE: C1 HORIZONTAL 1" = 20'

VERTICAL 1" = 5'

HORIZONTAL 1" = 20'

VERTICAL 1" = 5'

WATERLINE PROFILE - WL01 - STA 4+50 TO 9+00

AS NOTED

TTRSMCJMH

17323286

U T

IL

IT

Y P

R O

F

IL

E S

40200

VERTICAL SCALE: 1" = 5'

HORIZONTAL SCALE: 1" = 20' 263

10-04-202410-04-

A P

P

IN

G S

L E

E A

P N

L E

/1 4S

T -C

-5

S

T

V A

L V

E V

L E

/1 4S

T -C

-5

T

C

R U

S T

B L

O C

K U

S B

O C

/1 4S

T -C

-5

S

/1 4S

T -C

-5

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C

/1 4S

T -C

-5

T

C

V A

L V

E V

L E

/1 4S

T -C

-5

S T

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S T

B L

O C

K U

S B

O C

/1 4S

T -C

-5

S

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S T

B L

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S B

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/1 4S

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-5

S

R U

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S B

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-5

S

V A

L V

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L E

/1 4S

T -C

-5

T

C

V A

L V

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L E

/1 4S

T -C

-5

S

T C

R E

L E

A S

E V

A L

A E

V /1

4S T

-C -5

S

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

V A

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E

LE

V A

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E E

T

STATION

WL01

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 S

T A

.0

W L

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

8" PVC

8" PVC

S T

A

.7

W

L

1.

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

S T

A

.4

W

L

T A

P P

IN

G

S L

E E

V E

V

A L

V E

R E

A

3/

S T

-C -5

FINISHED GRADE

EXISTING GRADE

8" PVC

8" PVC

S T

A

.1

W

L

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

V

E R

T

IC

A L

D E

F L

E C

T

IO

N

S T

A

.1

W

L

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

S T

A

.1

W

L

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

S T

A

.4

W

L

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

.3

V

E R

T

IC

A L

D E

F

LE

C T

IO

N

S T

A

8.

W

L0

5°

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

S T

A

.6

W

L

1.

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

C L

O F

A C

C E

S S

R O

A D

12" HDPE

=486.34

8"

M

IN

E

LE

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

WL02

-0+50 0+00 0+50 1+00 1+50 2+00

S T

A

4.

W

L0

S T

A

W

L0

A

T

E E

W / T

H R

U S

T B

LO

C

K S

T O

.5

R

E D

U C

E R

.5

G

A T

E V

A

LV

E

T

O

.5

R E

D U

C E

R

.5

G A

T E

V A

LV

E

R E

B

C

/1

S T

-C -5

S T

A

2.

W

L0

B U

IL

D

IN

G

C O

N N

E C

T

IO

N R

E

C

C -P

-1

F O

R C

O N

T

IN

U A

T

IO

N

FINISHED GRADE

EXISTING GRADE

24" RCP

=507.86

S T

A

0.

W

L0

T A

P P

IN

G

S L

E E

V E

V

A L

V E

W A

T E

R M

E T

E R

R E

A

3/

S T

-C -5

A 3/

4S

T -C

-C

S T

A

4.

W

L0

.5

5° B

E N

D W

T

H R

U S

T B

L O

C K

S R

E

B 2/

S

T -C

-5

S T

A

4.

W

L0

.5

5° B

E N

D W

T

H R

U S

T B

L O

C K

S R

E

B 2/

S

T -C

-5

C L

O F

A C

C E

S S

R O

A D

4" PVC

2.5" PVC

S T

A

4.

W

L0

.4

V

E R

T

IC

A L

D E

F

LE

C T

IO

N

8" SAN

=501.22

4"

M

IN

.5

IN

5.

S T

A

2.

W

L0

.5

2.

V

E R

T

IC

A L

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

S T

A

8.

W

L0

.5

2.

V

E R

T

IC

A L

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

S T

A

5.

W

L0

.5

1.

5° V

E R

T

IC

A L

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

S T

A

8.

W

L0

.5

1.

5° V

E R

T

IC

A L

B E

N D

W

T H

R U

S T

B L

O C

K S

R E

B

2/

S T

-C -5

8"

M

IN

VALVE

METER

REDUCER

1'x2' DB =504.50

E

LE

V A

T

IO

N I

N F

E E

T

E

LE

V A

T

IO

N I

N F

E E

T

STATION

WL02A

-0+50 0+00 0+50 1+00

S T

A

4.

W

L0

S T

A

W

L0 2A

T E

E W

/ T H

R U

S T

B

LO

C K

S

T

O

.5

R E

D U

C E

R

.5

G A

T E

V A

LV

E

T O

.5

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E D

U C

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.5

G

A T

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A

LV

E R

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B

C

/1

S

T -C

-5

1.5" PVC

S T

A

7.

W

L0 2A

.5

5° B

E N

D W

T

H R

U S

T B

L O

C K

S R

E

B 2/

S

T -C

-5

S

T A

6.

W L0

2A

.5

5° B

E N

D W

T

H R

U S

T B

L O

C K

S R

E

B 2/

S

T -C

-5

EXISTING GRADE

FINISHED GRADE

4" PVC

8"

M

IN

4"

M

IN

8" WATER

=499.76

1'x2' DB =505.95

REDUCER

GEOMEMBRANE

WRAP (TOP OF PIS)

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

SCALE: A1

WATERLINE PROFILE - WL01 - STA 9+00 TO 12+80

SCALE: C1 HORIZONTAL 1" = 20'

VERTICAL 1" = 5'

HORIZONTAL 1" = 20'

VERTICAL 1" = 5'

WATERLINE PROFILE - WL02

AS NOTED

TTRSMCJMH

17323287

U T

IL

IT

Y P

R O

F

IL

E S

40200

VERTICAL SCALE: 1" = 5'

HORIZONTAL SCALE: 1" = 20'

SCALE: A3 HORIZONTAL 1" = 20'

VERTICAL 1" = 5'

WATERLINE PROFILE - WL02A

10-04-202410-04-

R U

S T

B L

O C

K U

S B

O C

/1 4S

T -C

-5

S

R U

S T

B L

O C

K U

S B

O C

/1 4S

T -C

-5

S

A P

P

IN

G S

L E

E A

P N

L E

/1 4S

T -C

-5

T

C

R U

S T

B L

O C

K U

T B

O K

/1 4S

T -C

-5

T

C

/1

4S T

C

C

A L

D E

F

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C T

A D

E L

C

R U

S T

B L

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K U

S B

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/1 4S

T C

S

/1 4S

T -C

-5

S

/1 4S

T C

R U

S T

B L

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K U

S B

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/1 4S

T C

S

/1 4S

T -C

-5

S

/1 4S

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R U

S T

B L

O C

K U

S B

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T -C

-5

S

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S T

B L

O C

K U

S B

O C

/1 4S

T -C

-5

S

R U

S T

B L

O C

K U

S B

O C

/1 4S

T -C

-5

S

E V

A L

V E

A V

/1 4S

T -C

-5

S T

W A

T E

R M

E T

E R

A R

M T

R /1

4S T

-C -5

S

T

/1 4S

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C

S

R U

S T

B L

O C

K U

S B

O C

R U

S T

B L

O C

K /1

4S T

-C -5

S

R U

S T

B L

O C

K U

S B

O C

/1 4S

T -C

-5

S

R U

S T

B L

O C

K U

T B

O /1

4S T

-C -5

C

R U

S T

B L

O C

K U

T B

O K

/1 4S

T -C

-5

T

C

R U

S T

B L

O C

K R

S L

C /1

4S T

-C -5

S T

R U

S T

B L

O C

K R

S L

C /1

4S T

-C -5

S

/1

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Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

V A

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2'x1' DBFUEL

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

WATERLINE PROFILE - WL02A - STA 1+00 TO 6+00

SCALE: C1 HORIZONTAL 1" = 20'

VERTICAL 1" = 5'

AS NOTED

TTRSMCJMH

17323288

U T

IL

IT

Y P

R O

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40200

VERTICAL SCALE: 1" = 5'

HORIZONTAL SCALE: 1" = 20'

WATERLINE PROFILE - WL04

SCALE: A1 HORIZONTAL 1" = 20'

VERTICAL 1" = 5'

10-04-202410-04-

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Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

AS NOTED

JMHSMCJMH

17323295

L A

N D

S C

A P

E N

O T

E S

A N

D S

C H

E D

U

LE

1. VERIFY LOCATION OF UNDERGROUND UTILITIES AND OTHER OBSTRUCTIONS THAT MAY AFFECT THE

WORK. REPORT ANY OBSTRUCTIONS ENCOUNTERED, AND/OR DAMAGED, TO THE CONTRACTING

OFFICER. ONCE DAMAGE IS ASSESSED, INCLUDING APPROPRIATE DISCIPLINE(S), COORDINATE REPAIRS TO UTILITY LINES OR OTHER UNDERGROUND OBSTRUCTIONS AT CONTRACTOR'S EXPENSE.

2. THE LANDSCAPE ESTABLISHMENT PERIOD WILL COMMENCE ON THE DATE THAT INSPECTION BY THE

CONTRACTING OFFICER SHOWS THE NEW PLANTS FURNISHED UNDER THIS CONTRACT HAVE BEEN

SATISFACTORILY INSTALLED AND SHALL CONTINUE FOR A PERIOD OF 365 DAYS.

3. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTS HAVE BEEN INSTALLED. INSPECT EXTERIOR

PLANTS AT LEAST ONCE A WEEK DURING THE INSTALLATION AND ESTABLISHMENT PERIOD AND

PERFORM NEEDED MAINTENANCE PROMPTLY. MAINTENANCE CONSISTS OF, BUT IS NOT LIMITED TO

THE FOLLOWING:

A. WATERING, PRUNING, FERTILIZING, ADJUSTING STAKES, WEEDING AND PERFORMING OTHER

OPERATIONS NECESSARY TO PROMOTE PLANT GROWTH AND VIGOR.

4. TURF AREAS, PAVEMENTS AND FACILITIES THAT HAVE BEEN DAMAGED FROM PLANTING

OPERATIONS MUST BE RESTORED TO ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. KEEP

CLEAN AT ALL TIMES AT LEAST ONE PAVED PEDESTRIAN ACCESS ROUTE AND ONE PAVED

VEHICULAR ACCESS ROUTE TO EACH BUILDING. CLEAN OTHER PAVING WHEN WORK IN ADJACENT

AREAS IS COMPLETE.

5. ALL LANDSCAPE SUBMITTALS MUST BE REVIEWED AND APPROVED BY NAVFAC PAC RLA.

6. TO AID IN THE PREVENTION OF ACCIDENTAL INTRODUCTIONS OF NON-NATIVE SPECIES OR INVASIVE

SPECIES, CONTRACTORS WILL BE REQUIRED TO DEVELOP A HAZARD ANALYSIS AND CRITICAL

CONTROL POINT (HACCP) PLAN WHICH WILL IDENTIFY RISKS AND POTENTIAL PATHWAYS FOR

INVASIVE SPECIES AND WILL OUTLINE PROCEDURES FOR CONTROLLING AND REMOVING RISKS

IDENTIFIED. THIS PLAN WILL BE APPROVED BY THE INSTALLATION'S NATURAL RESOURCE MANAGER

OR BIOLOGICAL MONITOR.

1. NATIVE PLANT SPECIES MUST BE GROWN AND ORIGINATE ON GUAM. LANDSCAPING MUST CONTAIN

50% MINIMUM NATIVE SPECIES.

2. CONTRACTOR MUST NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR TO

COMMENCEMENT OF WORK.

3. CONTRACTOR TO VERIFY EXACT LOCATIONS OF ALL TREES WITH THE CONTRACTING OFFICER PRIOR

TO COMMENCEMENT OF PLANTING OPERATIONS.

4. REFER TO CIVIL DRAWINGS FOR FINAL GRADING AND SIDEWALK LAYOUT.

5. TOPSOIL MUST BE INSTALLED PER SPECIFICATIONS. CONTRACTOR WILL BE RESPONSIBLE TO

DETERMINE AND PROVIDE ADEQUATE QUANTITIES OF MATERIALS TO INSTALL PLANTINGS IN PLACE PER DESIGN INTENT. CAREFULLY COORDINATE TO ENSURE PROPER PLACEMENT TO FINISH GRADES.

CONTRACTOR WILL BE RESPONSIBLE TO MAINTAIN FINISH GRADES AND DESIGNED DRAINAGE

PATTERNS.

6. LOCATE TREES A MINIMUM SIX FEET AWAY FROM DRAINAGE SWALES.

7. CONTRACTOR TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON PROJECT SITE PRIOR

TO CONSTRUCTION.

8. CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WORK AMONG THE VARIOUS TRADES AS

NECESSARY TO AVOID CONFLICTS AND TO ENSURE THE INSTALLATION OF ALL WORK WITHIN THE

AVAILABLE SPACE.

9. CLEAR, GRUB, AND REMOVE ALL WEEDS, STUMPS, ROOTS, ROCKS, CONCRETE DEBRIS, AND TRASH

PRIOR TO PLANTING OPERATIONS.

10. ALL GREEN WASTE GENERATED BY CONSTRUCTION ACTIVITIES MUST BE MANAGED ONSITE.

CONTRACTOR WILL BE REQUIRED TO PREPARE A GREEN WASTE MANAGEMENT PLAN THAT WILL BE INCLUDED IN THEIR OVERALL WASTE MANAGEMENT PLAN. CONTRACTOR IS REQUIRED TO MONITOR GREEN WASTE PILES WEEKLY FOR CRB INFESTATION. IF INFESTATION IS PRESENT, THE PILES MUST

GO THROUGH A GRINDER/SHREDDER PRIOR TO RESUMING COMPOST ACTIVITIES.

11. CONTRACTOR MUST OBTAIN ANY NECESSARY DIG PERMITS 15 CALENDAR DAYS PRIOR TO START OF

EXCAVATION.

12. BACKFILL MIX MUST CONSIST OF FOUR (4) PARTS OF AMENDED IMPORTED PLANTING SOIL TO ONE (1) PART ORGANIC SOIL CONDITIONER (SEE SPECIFICATIONS). ADD ONE 1(1) POUND OF 10-30-10 FERTILIZER TO ONE (1) CUBIC YARD OF BACKFILL MIX. MIX THOROUGHLY ON PROJECT SITE PRIOR TO

ANY PLANTING OPERATIONS.

13. INDICATED BACKFILL MIX IS FOR BIDDING PURPOSES ONLY. A SOIL CHEMICAL ANALYSIS WITH

RECOMMENDATIONS WILL BE REQUIRED AND TAKE PRECEDENCE OVER THE ABOVE INDICATED

MIXTURE AND SPECIFICATION.

14. PLANTING TABLETS FOR TREES SHALL BE AS FOLLOWS:

25 GALLON 8 TABLETS

3 GALLON 2 TABLETS

USE SLOW RELEASE FERTILIZER TABLETS 20-10-5, 21 GRAM SIZE.

15. CONTRACTOR TO PERFORM AERATION, MINIMUM 4" DEPTH, USING HOLLOW TINES TO AVOID SOIL

COMPACTION, ON ALL NATURAL GRASS AREAS ON LAST DAY OF LANDSCAPE ESTABLISHMENT

PERIOD.

16. REPAIR AND GRASS ALL AREAS DAMAGED BY CONSTRUCTION OPERATIONS INCLUDING ACCESS, STORAGE, AND LAY DOWN AREAS.

1. IRRIGATION SYSTEM IS SUBJECT TO FIELD ADJUSTMENTS DUE TO UNANTICIPATED SITE CONDITIONS.

AVOID ANY CONFLICT BETWEEN UNDERGROUND UTILITIES, STRUCTURES AND PLANTINGS. THE

CONTRACTOR WILL BE RESPONSIBLE FOR LOCATION AND PROTECTING ALL EXISTING UTILITIES.

2. CONTRACTOR MUST REFER TO SECTION 01 50 00 TEMPORARY CONSTRUCTION AND CONTROLS, AND COORDINATE WITH OICC TO DETERMINE IF POTABLE WATER WILL BE AVAILABLE AND PROVIDED BY

THE GOVERNMENT.

3. CONTRACTOR MUST PROVIDE A TEMPORARY ON-GRADE AUTOMATIC IRRIGATION SYSTEM (TO BE

APPROVED BY THE CONTRACTING OFFICER) FOR THE DURATION OF THE PLANT ESTABLISHMENT

PERIOD AND NOT TO EXCEED ONE YEAR FROM ACCEPTANCE. THE TEMPORARY AUTOMATIC

IRRIGATION SYSTEM MUST CONSIST OF, BUT IS NOT LIMITED TO THE FOLLOWING:

A. IRRIGATION WATER METER.

B. REDUCED PRESSURE BACKFLOW PREVENTER WITH STAINLESS STEEL ENCLOSURE

C. SHUT OFF AND ISOLATION VALVES.

D. BOOSTER PUMP IF ADEQUATE WATER PRESSURE IS UNAVAILABLE TO SUPPORT

THE TEMPORARY IRRIGATION SYSTEM REQUIREMENTS.

E. AUTOMATIC IRRIGATION CONTROLLER INCLUDING A MINIMUM OF 3 INDEPENDENT

PROGRAMS, 7 DAY PROGRAM CYCLE, AND 8 START TIMES PER PROGRAM PER DAY.

F. RAIN SENSOR

G. PVC OR HDPE MAINLINE AND DISTRIBUTION LINES, INCLUSIVE OF JOINT RESTRAINT

SYSTEMS IF NECESSARY TO PREVENT PIPE MOVEMENT DURING SYSTEM

OPERATION.

H. SLOW CLOSING REMOTE CONTROL VALVES CONSTRUCTED OF GLASS FILLED

NYLON AND INCLUDES: FABRIC-REINFORCED DIAPHRAGM, INTERNAL SCREEN

SCRUBBER MECHANISM TO PREVENT DEBRIS CLOGGING, AND PRESSURE

REGULATION.

I. GEAR DRIVEN ROTOR HEADS WITH ADJUSTABLE ARC, PRESSURE REGULATION AND

CHECK VALVES FOR LARGE RADIUS AREAS.

J. FIXED SPRAY HEADS OR FIXED STREAM ROTARY HEADS WITH PRESSURE

REGULATION, CHECK VALVES, AND NOZZLES WITH MATCHED PRECIPITATION RATES FOR SMALL

RADIUS AREAS.

K. ALL LABOR, MATERIALS AND APPURTENANCES REQUIRED TO INSTALL AND

MAINTAIN THE TEMPORARY IRRIGATION SYSTEM.

4. CONTRACTOR TO SUBMIT A WATERING SCHEDULE PRIOR TO START OF LANDSCAPE IRRIGATION PIPING MAY BE INSTALLED ON-GRADE. HOWEVER, THE PIPING LAYOUT MUST NOT CREATE A TRIP HAZARD FOR

PEDESTRIANS OR OBSTRUCT VEHICULAR PATHS.

5. PIPE SLEEVES MUST ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE

THROUGH SLEEVE MATERIAL.

6. EXTEND SLEEVES 18" BEYOND EDGES OF PAVING OR CONSTRUCTED HARDSCAPE.

7. MARK SLEEVE LOCATIONS ON SIDES OF PAVING OR WITH IRRIGATION FLAGS IN PLANTING AREAS.

8. VERIFY ALL SLEEVE LOCATIONS WITH CONTRACTING OFFICER PRIOR TO CONSTRUCTION OF PAVING.

9. CONTRACTOR MUST COORDINATE INSTALLATION OF ALL SLEEVES AND CONDUITS UNDER PAVEMENT

AND THROUGH WALLS. CONTRACTOR MUST ASSURE THAT THESE ITEMS ARE LAID PRIOR TO

PLACEMENT OF PAVEMENT OR WALL STRUCTURES.

10. THE LANDSCAPE CONTRACTOR MUST REMOVE THE TEMPORARY IRRIGATION SYSTEM IN ITS ENTIRETY UPON COMPLETION OF THE IRRIGATION ESTABLISHMENT PERIOD AND MUST REPLANT/REPAIR ANY

AREAS DAMAGED DURING THE REMOVAL OF THE TEMPORARY IRRIGATION SYSTEM.

SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE REMARKS

TREES

7 AGLAIA MARIANNENSIS AGLAIA 3" CAL.

CONTAINER GROWN; FULL,

SYMMETRICAL CANOPY;

SINGLE, STRAIGHT LEADER

12 CORDIA SUBCORDATA CORDIA 3" CAL.

CONTAINER GROWN; FULL,

SYMMETRICAL CANOPY;

SINGLE, STRAIGHT LEADER

SHRUBS

13 SCAEVOLA SERICEA HALF FLOWER

GAL.

GRASS

APPROX.

324,705 SF

CYNODON DACTYLON /

EREMOCHLOA

OPHIUROIDES

BERMUDA /

CETIPEDE GRASS

MIX

- HYDROSEED

MISCELLANEOUS

247 LF ROOT BARRIER - - REFER TO SPECIFICATIONS

80 LF EDGING - - REFER TO SPECIFICATIONS

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

10-04-2024

REGISTEREDEREEER ENGINEERING FIRM F-2966

10-04-10-04-

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

TMH

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BONNIS BLVD

OMALLEY AVE

P O

W E

R S

A V

E

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

AS NOTED

LWMJFJH

17323296

S

IT

E

L A

N D

S C

A P

E K

E Y

P

LA

N

LANDSCAPE KEY PLAN

1" = 100'SCALE: A1 0 100 200

BERMUDA / CENTIPEDE HYDROSEED

LIMITS OF CONSTRUCTION.

REF. CIVIL

CORDIA / CORDIA SUBCORDATA

A. CONTRACTOR IS RESPONSIBLE FOR THE

LOCATION AND MARKING OF ALL

UNDERGROUND OR ABOVE GROUND

UTILITIES WITHIN THE PROJECT. ANY

TREE TO BE PLANTED CLOSER THAN 10'-0"

FROM UNDERGROUND UTILITY TO

RECEIVE ROOT BARRIER.

B. ALL AREAS DISTURBED DUE TO

CONSTRUCTION ACTIVITIES MUST

RECEIVE SEED AS SPECIFIED.

C. LANDSCAPE AREAS MUST BE KEPT FREE

OF TRASH, LITTLER, WEEDS AND OTHER

MATERIALS FROM PLANTS NOT A PART OF

THIS LANDSCAPE PLAN.

D. REFERENCE ARCHITECTURAL AND CIVIL

PLANS FOR DETAILED BUILDING LAYOUT,

RAMPS, STAIRS AND WALKS.

E. REFERENCE CIVIL PLANS FOR PROPOSED

GRADES.

F. REFERENCE SHEET LP001 FOR NOTES

AND LP501 FOR DETAILS.

G. ALL GREEN WASTE GENERATED FROM

CLEARING AND GRUBBING TASKS AND

CONSTRUCTION ACTIVITIES MUST BE

MANAGED, PROCESSED AND REUSED ON

SITE. CONTRACTOR WILL BE REQUIRED TO

PREPARE A GREEN WASTE MANAGEMENT

PLAN. CONTRACTOR IS REQUIRED TO

GRIND/SHRED/COMPOST ON SITE ALL

GREEN WASTE TO PREVENT COCONUT

RHINOCEROS BEETLE INFESTATION.

J. REFER TO 14GI-C-003 FOR ABBREVIATIONS

AND 14GI-C-003 FOR SYMBOL LEGENDS.

ENVIRONMENTAL STUDY AREA

BOUNDARY; REF. CIVIL

EIS

RESTRICTED AREA BOUNDARY

FENCE; REF. CIVIL

AGLAIA / AGLAIA MARIANNENSIS

HALF FLOWER / SCAEVOLA SERICEA

PANEL B03

LP106

PANEL A03

LP103

PANEL C03

LP109

PANEL C02

LP108

PANEL B02

LP105

PANEL B01

LP104

PANEL C01

LP107

PANEL A02

LP102

PANEL A01

LP101

10-04-2024

REGISTEREDEREEER ENGINEERING FIRM F-2966

10-04-10-04-

14GI-C-003

14GI-C-003

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDBx

EDB

EDB

EDBx

SS X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

S D

X

SDX

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

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W X

SS X

S S

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IS

E

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E

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E

IS

E

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CONSTRUCTION LIMITS

ENVIRONMENTAL STUDY

AREA BOUNDARY

DETENTION BASIN

SECURITY FENCE

W/O BARB WIRE

EXISTING LAWN AREAS

TO REMAIN, TYP.

EXISTING LAWN AREAS

TO REMAIN, TYP.

EAM

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

JC

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

OF

EPROJECT NO.:

DRAWFORM REVISION: 25 AUGUST 2020

Jacobs/B&V, A Joint Venture (Federal Services) 1003 Bishop Street Suite 1340 Honolulu, HI 96813

A/E CONTRACT NO. N62478-20-D-5036

A/E Task Order No. N6274223F0328

14CC-A-101

SITE #

BUILDING ID DISCIPLINE

CONSECUTIVE NUMBERS

SITE #

SITE 01

SITE 02

SITE 14

BUILDING ID

AC - ACCESS CONTROL POINT

CC - COMMAND CENTER

FP - FIRE PUMP BUILDING

GI - GENERAL

PP - POWER PLANT

SF - SECURITY FORCE

ST - SITE

TEXAS REGISTERED ENGINEERING FIRM F-2966

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES OF

FOR THE PURPOSES OF REFERENCE,

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

THIS ELECTRONIC DOCUMENT IS RELEASED

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

JACOBS ENGINEERING GROUP INC.

777 MAIN ST., FORT WORTH TX. 76102

AS NOTED

LWMJFJH

17323297

S

IT

E

L A

N D

S C

A P

E P

L A

N

P A

N E

L A

LANDSCAPE PLAN - PANEL A03

1" = 20'SCALE: A1 0 20 40

S E

E S

H E

E T

S T

-L P

F

O R

C O

N T

IN

U

A T

IO

N

PANEL B01

LP104

PANEL C01

LP107

PANEL C02

LP108

PANEL C03

LP109

PANEL B03

LP106

PANEL B02

LP105

BERMUDA / CENTIPEDE HYDROSEED

LIMITS OF CONSTRUCTION.

REF. CIVIL

ENVIRONMENTAL STUDY AREA

BOUNDARY; REF. CIVIL

EIS

RESTRICTED AREA BOUNDARY

FENCE; REF. CIVIL

A. CONTRACTOR IS RESPONSIBLE FOR THE

LOCATION AND MARKING OF ALL

UNDERGROUND OR ABOVE GROUND

UTILITIES WITHIN THE PROJECT. ANY

TREE TO BE PLANTED CLOSER THAN 10'-0"

FROM UNDERGROUND UTILITY TO

RECEIVE ROOT BARRIER.

B. ALL AREAS DISTURBED DUE TO

CONSTRUCTION ACTIVITIES MUST

RECEIVE SEED AS SPECIFIED.

C. LANDSCAPE AREAS MUST BE KEPT FREE

OF TRASH, LITTLER, WEEDS AND OTHER

MATERIALS FROM PLANTS NOT A PART OF

THIS LANDSCAPE PLAN.

D. REFERENCE ARCHITECTURAL AND CIVIL

PLANS FOR DETAILED BUILDING LAYOUT,

RAMPS, STAIRS AND WALKS.

E. REFERENCE CIVIL PLANS FOR PROPOSED

GRADES.

F. REFERENCE SHEET LP001 FOR NOTES

AND LP501 FOR DETAILS.

G. ALL GREEN WASTE GENERATED FROM

CLEARING AND GRUBBING TASKS AND

CONSTRUCTION ACTIVITIES MUST BE

MANAGED, PROCESSED AND REUSED ON

SITE. CONTRACTOR WILL BE REQUIRED TO

PREPARE A GREEN WASTE MANAGEMENT

PLAN. CONTRACTOR IS REQUIRED TO

GRIND/SHRED/COMPOST ON SITE ALL

GREEN WASTE TO PREVENT COCONUT

RHINOCEROS BEETLE INFESTATION.

J. REFER TO 14GI-C-003 FOR ABBREVIATIONS

AND 14GI-C-003 FOR SYMBOL LEGENDS.

PANEL A03

LP103

10-04-2024

REGISTEREDEREEER ENGINEERING FIRM F-2966

10-04-10-04-

14GI-C-003

14GI-C-003

T

S

T -L

P

F

Approved By

CAPT Troy Brown, JRM J4 via email

9/24/2024

Approved By

CAPT Troy Brown, JRM J4

LDBLDBLDBLDBLDBLDBLDB

D B

LDBLDBLDBLDBLDBLDBLDBLDBLDBLDB

LDBLDBLDBLDBLDBLDBLDBLDBLDBLDBLDB

LDB

LDB

L D

B L

D B

L D

B

LDB

LDB

LDB

LDB LDB LDB LDB LDB LDB LDB LDB

LD

B

LD

B

TMH

C D

B

TMH

C D

B

CDB CDB CDB CDB CDB CDB CDB CDB CDB

CDB

CDB

CDB

CDB

COMM

C O

M M

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XDB XDB XDB XDB XDB XDB XDB XDB XDB

EDB

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