TNC3 BID DOCUMENTS R 2-2-2024 5 of 9.pdf

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N

SCALE:1

OVERALL UTILITY PLAN

1" = 150' (30" x 42" PAPER SIZE)

0 150' 300'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

RETENTION BASIN

DRAINAGE DIRECTION/FLOW

LOW POINT

HIGH POINT

MATCH POINT

EXISTING GROUND

HEADSTONE DIRECTION

KEY NOTES

NEW PRIMARY DRAINFIELD LOCATION. NO

GRADING WITHIN THIS AREA.

RESERVE DRAINFIELD OR DRIPFIELD

LOCATION. NO GRADING WITHIN THIS AREA.

LP

HP

MP

EG

CU101

OVERALL UTILITY PLAN

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

RO

AD

A

ROAD A

PPC

COLUMBARIUM

'6'

COLUMBARIUM

'8'

GREEN

ADMINISTRATION /

MAINTENANCE

FACILITY

COLUMBARIUM

'7'

TRAD

ADMINISTRATION /

MAINTENANCE

FACILITY ADDITION

MAINTENANCE

IGC

IGC

IGC

IGC

TRAD

OVERSIZED

PPC

ADDITIVE ITEM 2

SEE "AI2" SHEETS

NOT IN BASE BID

ADDITIVE ITEM 1

SEE "AI1" SHEETS

NOT IN BASE BID

1" TYPE "K"

COPPER PIPE

WET TAP

DOMESTIC

WATER MAIN

SEE 4/CU501

YARD HYDRANT,

SEE DETAIL

71 LF 12" HDPE @ 3.82%

159 LF 12" HDPE @ 2.38%

81 LF 12" HDPE @ 2.35%

27 LF 12" HDPE @ 3.01%

81 LF 12" HDPE @ 2.47%

26 LF 12" PERF. HDPE @ 3.81%FES-101

N: 147315.15

E: 1326681.33

INV 528.22

FES-102

N: 147315.79 E: 1326752.40

INV 525.50

CBMH-110

STA 14+21.49

-13.25L

RIM 533.08

INV 528.20 (12" OUT)

INV 528.20 (12" IN)

CB-110A

STA 14+19.17

13.25R

RIM 533.02

INV 529.00 (12" OUT) CBMH-111

STA 12+60.77

-13.00L

RIM 529.06

INV 524.40 (12" IN)

INV 524.40 (12" OUT)

INV 525.00 (12" IN)

CB-111A

STA 12+60.77

13.25R

RIM 529.05

INV 526.00 (12" OUT)

CBMH-112

STA 11+73.27

-13.25L

RIM 528.31

INV 522.40 (12" OUT)

INV 522.40 (12" IN)

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

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4 7

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M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

CU102

UTILITY PLAN

MATCHLINE - SHEET CU104

M A

TC

H

LI

N

E

S H

E E

T C

U

SCALE:2

YARD HYDRANT LAYOUT

1" = 5' (30" x 42" PAPER SIZE)

CU501

CU501

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

REMOVABLE BOLLARD

REMOVABLE BOLLARD

3'

2'

4" YARD HYDRANT, FROST PROOF,

SHUT OFF VALVE 18 INCHES BELOW GRADE

CU102

MAINTENANCE

BUILDING

KEY NOTES

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN EXISTING

& NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

HEAT PUMP, SEE MECHANICAL PLANS

CONNECT TO EXISTING SANITARY SEWER AT

CLEANOUT

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED.

CO

ROAD A

6'

CU502

D10.5 D10.5

D10.5 D10.5

D10.5

D1 0.

D1

0.

D1 0.

D1

0.

D1 0.

D1

0.

SB

SB

ST

ST

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

LF

2" H

D

PE

.0 0%

82 LF 12" HDPE @ 0.00%

27 LF 12" PERF. HDPE @ 0.00%

CB-114A

STA 10+85.89

13.25R

RIM 527.60

INV 520.40 (12" OUT)

CBMH-115

STA 9+97.35

-13.25L

RIM 526.90

INV 520.50 (12" IN)

INV 520.50 (12" OUT)

CBMH-114

STA 10+85.89

-13.25L

RIM 527.60

INV 520.50 (12" IN)

INV 520.50 (12" OUT)

INV 520.40 (12" IN)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ uti l.d wg e dit

:jri ch ne r sa ve d:2

/1/

3:

P

M p lot

:2/ 2/2

4 7

:38 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

CU103

UTILITY PLAN

MATCHLINE - SHEET CU105

M A

TC

H

LIN

E

- S H

E E

T C U

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

KEY NOTES

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN EXISTING

& NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

HEAT PUMP, SEE MECHANICAL PLANS

CONNECT TO EXISTING SANITARY SEWER AT

CLEANOUT

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED.

CO

COLUMBARIUM 7

RO

AD A

A.3

A.2

A.1

A

A.4

D10.5D10.5

D.5

D10.5D10.5D10.5D10.5D10.5D10.5

D10.5D10.5

D.5

D10.5D10.5D10.5D10.5D10.5D10.5

D.5

D10.5D10.5

D10.5D10.5

D10.5D10.5

D10.5D10.5

D.5

D10.5D10.5

D10.5D10.5

D10.5D10.5

D10.5D10.5

D10.5D10.5D10.5D10.5

D10.5D10.5D10.5D10.5

D10.5D10.5

D10.5D10.5

D10.5D10.5

D10.5D10.5

D10.5D10.5

D10.5 D10.5

D10.5 D10.5

D8.4

D10.5 D10.5

D10.5 D10.5

D8.4

D10.5 D10.5

D10.5 D10.5

D8.4

D10.5 D10.5

D10.5 D10.5

D8.4 D8.4

D8.4

D8.4

D8.4

C10

D

B.4

B.5 B.6

B.7

B.8

B.3

B.2

B.1

B

B.9

C12

C11

C8

R1 R1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

S1

ST3SB3

SB3

SB3

ST3

ST3

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S8.4

S8.4 S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5 S8.4

S8.4

S8.4

S8.4

S8 .4

S8 .4

S8 .4

S8 .4

S1 0.

S1 0.

S1 0.

S1 0.

S1 0.

S1 0.

S1 0.

S1 0.

S1 0.

S1 0.

S1 0.

S1 0.

S8 .4

S8 .4

S8 .4

S8 .4

S10.5

S10.5

S.5

C7

S1 0.

S1 0.

S8 .4

E1

SC1

E2

E3

SC1

E4

E5

SC2E6

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

27 LF 12" HDPE @ 0.75%

L

F

" H

DP

E

.2

9%

48 LF 18" HDPE @ 0.94%77

L

F

" H D

PE

.6

5%

77 LF 12" HDPE @

1.30%

57 LF 12" HDPE @ 1.42% 20 LF 12" HDPE @ 1.42%

L

F

" H D

P E

.8 8%

58 LF 12" HDPE @ 0.86%

71 LF 12" HDPE @ 0.71%

90 LF 12" HDPE @ 1.26%

LF

2" H

D

PE

.1 5%

26 LF 12" HDPE @ 0.50%

99 LF 12" HDPE @ 1.42%

21 LF 12" RCP @ 2.39%

19 LF 12" HDPE @ -10.81%

CB-129

STA 22+12.35

-13.00L

RIM 536.06

INV 532.50 (12" OUT)

INV 533.00 (8" IN)

CB-121

N: 147021.23

E: 1326701.94

RIM 535.43

INV 532.50 (12" OUT)

CB-132A

STA 18+23.61

-13.00L

RIM 535.75

INV 531.25 (12" OUT)

CB-122

N: 146950.78

E: 1326732.50

RIM 535.02

INV 531.50 (12" IN)

INV 531.50 (12" OUT)

CB-130A

STA 21+17.31

13.25R

RIM 534.72

INV 531.50 (12" OUT)

CBMH-130

STA 21+16.79

-13.12L

RIM 534.72

INV 531.37 (12" IN)

INV 531.27 (12" OUT)

INV 531.37 (12" IN)

CB-123

N: 146946.29 E: 1326788.84

RIM 533.80

INV 530.70 (12" IN)

INV 530.70 (12" OUT)

CBMH-131

STA 19+70.11

-13.25L

RIM 533.00

INV 529.60 (12" IN)

INV 529.60 (12" OUT)

INV 529.60 (12" IN)

CB-131A

STA 19+70.11

13.25R

RIM 533.00

INV 529.80 (12" OUT)

CB-126

N: 146864.43

E: 1326892.31

RIM 531.24

INV 528.50 (12" IN)

INV 528.50 (12" OUT)

CB-127

N: 146806.53

E: 1326891.80

RIM 531.22

INV 528.00 (12" IN)

INV 528.00 (12" OUT)

CB-125

N: 146923.03 E: 1326891.43

RIM 531.19

INV 529.02 (12" OUT)

INV 529.02 (12" IN)

STMH-132

N: 146783.92 E: 1326674.82

RIM 533.00

INV 528.45 (12" IN)

INV 527.95 (18" OUT)

INV 528.45 (12" IN)

OCS - 2

N: 146732.73 E: 1326810.25

RIM 531.02

INV 527.00 (12" IN)

INV 527.50 (12" OUT)

FES-128

N: 146778.22

E: 1326827.06

INV 527.50

FES-133

N: 146768.99 E: 1326720.47

INV 527.50

FES-201

N: 146719.11

E: 1326826.15

INV 527.00

CB-124

N: 146926.96

E: 1326792.66

RIM 533.73

INV 530.42 (12" IN)

INV 530.42 (12" OUT)

FES-200

N: 146745.30

E: 1326796.68

RIM 525.75

INV 525.00 (12" OUT)

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ uti l.d wg e dit

:jri ch ne r sa ve d:2

/1/

3:

P

M p lot

:2/ 2/2

4 7

:38 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

CU104

UTILITY PLAN

MATCHLINE - SHEET CU102

MATCHLINE - SHEET CU106

M A

TC

H

LI

N

E

S H

E E

T C

U

FOR COLUMBARIA

6 DRAINAGE PLAN

SEE SHEET LG101

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

FOR CRYPT SECTION 16

UNDERDRAIN PLAN,

SEE SHEET CU117

KEY NOTES

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN

EXISTING & NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED,

CO

CU502

CU502

CU502

GREEN

R O

AD

A

CU503

TRADITIONAL

A

A.

A.

E

B.1

B.2

B.3

B.4

H

C.1 C.3

3 D

D.1

I.1

I

C co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D10.5

D10.5

D8.4

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D8.4D10.5D10.5D10.5D10.5D10.5D10.5D10.5D10.5

D8.4D10.5D10.5D10.5D10.5D10.5D10.5D10.5D10.5

D8.4D10.5D10.5D10.5D10.5D10.5D10.5D10.5D10.5

D8.4D10.5D10.5D10.5D10.5D10.5D10.5D10.5D10.5

D 8.4D8.4

D 8.4D8.4

D 8.4D8.4

D 8.4D8.4

D8.4

D8.4

D8.4

D8.4

D10.5 D10.5 D8.4D8.4

D .5

D .5

D .5

D .5

D8.4D8.4D8.4D8.4D8.4D8.4

D

.5 D

.5 D

8.

4D 8.

4D 8.

4D 8.

4D 8.

4D 8.

4D 8.

4D 8.

D8.4D8.4

D10.5 D10.5

D10.5

D10.5

D10.5

D10.5

D8.4D8.4

D10.5 D10.5

D10.5 D10.5D10.5

D10.5

D8.4

D8.4

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D8.4

D.5

D.5

S10.5S10.5S8.4S8.4S.5

S10.5 S10.5S8.4S8.4S8.4S8.4S8.4S8.4

B

B.5

F

G

C19

C18

S.5

R

R

R

R

R

R

R

R

R

R

R

R

R 4R4 R4 R4 R4

C1

C16

C1

C17

C

C15

R 4R

S1 S1 S1 S1

S1 S1

S1S1

S1

S1

S1

S1 S1

S1 S1

S1 S1

S1

S1S1

S1

S1 S1

ST

ST

SB

SB

ST2

ST2

SB2

SB2

ST1ST1 SB1SB1

S.5

S8.4

S8.4

S8.4

S8.4

S10.5

S8.4

S8.4

S10.5

S10.5

S10.5

S8.4

S8.4

S8.4 S8.4

S10.5 S10.5

S10.5 S10.5

S10.5 S10.5

S10.5 S10.5

S10.5 S10.5

S.5

S.5

S8.4

S10.5

S8.4

S8.4

S8.4

S10.5

S10.5

S10.5

S.5

S.5 S.5 S10.5

S10.5 S10.5

S10.5 S10.5

S10.5 S10.5

S10.5 S10.5

S10.5

S8.4S8.4

S8.4

S8.4

S10.5

S10.5

S10.5

S10.5

S8.4

S8.4

S8.4

S8.4

S8.4

S8.4

R 5R

R6 R

E10

SC1

E11

E13

E1

SC

E16

SC4 E17

E18

SC2 E17

E14

E1

SC4

SC3

E1

E19

A

A.1

A.2

A.3

A.4

A.5

B

B.3

B.4

B.5

B.1

B.2

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

C13

C13

SB

SB

SB

SB5

SB5

ST

ST

ST

ST5

ST5

SB1

SB1

ST1

ST1

S10.5

S.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

R10R10

CO

27 LF 18" HDPE @ 0.38%

36 LF 18" HDPE @ 0.42%

137 LF 12" HDPE @

5.12%

78 LF 12" HDPE @

0.00%

27 LF 12" HDPE @ 0.57%

LF

2" H

D

PE

.0 1%

33 LF 18" HDPE @ 2.77%

45 LF 8" HDPE @ 2.50%

47 LF 8" HDPE @ 8.50%

79 LF 12" HDPE @

5.69%

49 LF 12" HDPE @ 1.23%

26 LF 12" HDPE @ 0.00%

6 L

F 12 " H

DPE @

0.

58 LF 8" HDPE @

2.69%

45 LF 8" HDPE @ 3.34%

26 LF 12" PERF. HDPE @ 0.00%

L

F

" H D

PE

.0

3%

95 LF 12" H

D

PE @

0.00%

79 LF 12" HDPE @ 5.10%

71 LF 12" HDPE @

3.51%

LF

2" H

D

PE

.9 7%

18 LF 12" RCP @ 5.00%

CB-139

N: 146873.89

E: 1327191.98

RIM 524.17

INV 521.55 (12" OUT)

OCS-3

STA 6+98.60

26.54R

RIM 524.31

INV 519.42 (12" OUT)

INV 520.50 (12" IN)

CBMH-116

STA 8+65.68

-13.00L

RIM 525.85

INV 520.50 (12" IN)

INV 520.50 (12" OUT)

INV 520.50 (12" IN)

INV 521.00 (8" IN)

CB-116A

STA 8+66.03

13.25R

RIM 525.85

INV 520.50 (12" OUT)

CBMH-117

STA 7+74.60

-13.00L

RIM 525.12

INV 520.50 (12" IN)

INV 520.50 (12" OUT)

INV 521.00 (6" IN)

FES-120

N: 147069.50 E: 1327333.66

INV 518.00

CBMH-119

STA 7+00.00

13.25R

RIM 524.19

INV 520.50 (12" IN)

INV 520.50 (12" OUT)

CBMH-118

STA 7+00.00

-13.25L

RIM 524.19

INV 520.50 (12" OUT)

INV 520.50 (12" IN)

STMH-140

STA 5+80.47

-6.02L

RIM 521.68

INV 517.50 (12" IN)

INV 517.50 (12" OUT)

STMH-141

STA 5+08.53

-6.36L

RIM 518.38

INV 515.00 (12" IN)

INV 513.30 (12" OUT)

CB-146

N: 146983.47 E: 1327290.93

RIM 519.54

INV 516.20 (8" OUT)

CB-134A

STA 5+18.12

13.25R

RIM 518.71

INV 515.00 (12" OUT)

CB-147

N: 146951.44 E: 1327323.23

RIM 518.33

INV 515.06 (8" IN)

INV 515.06 (8" OUT)

CB-148

N: 146910.51 E: 1327364.51

RIM 516.82

INV 513.50 (8" IN)

INV 513.50 (8" OUT)

CBMH-134

STA 4+64.62

-13.25L

RIM 516.15

INV 512.00 (12" OUT)

INV 513.00 (8" IN)

INV 512.00 (12" IN)

CB-149

N: 146878.91 E: 1327396.39

RIM 515.64

INV 512.00 (8" IN)

INV 512.00 (8" OUT)

CB-150

N: 146834.15 E: 1327411.01

RIM 514.70

INV 508.00 (8" IN)

INV 506.00 (12" OUT)

FES-142

N: 146674.69

E: 1327333.15

INV 505.00

STMH-156

N: 146420.60

E: 1327340.52

RIM 510.86

INV 505.70 (18" IN)

INV 505.60 (18" OUT)

CBMH-136

STA 3+23.51

13.27R

RIM 509.41

INV 501.65 (18" IN)

INV 501.65 (18" OUT)

CBMH-135

STA 3+23.53

-13.25L

RIM 509.40

INV 505.00 (12" IN)

INV 501.75 (18" OUT)

INV 502.00 (12" IN)

CBMH-138

STA 2+16.02

-13.25L

RIM 506.60

INV 503.05 (12" IN)

INV 503.05 (12" OUT)

FES-157

N: 146449.11

E: 1327356.18

INV 504.70

OCS - 4

N: 146659.63 E: 1327510.00

RIM 503.79

INV 498.10 (12" OUT)

INV 498.10 (12" IN)

FES-151

N: 146762.85 E: 1327445.27

INV 501.50

FES-137

N: 146652.28 E: 1327449.36

INV 501.50

FES-401

N: 146627.65 E: 1327547.04

INV 497.50

FES-400

N: 146672.33 E: 1327497.24

INV 499.00

CB-138A

STA 2+16.02

13.25R

RIM 506.60

INV 503.20 (12" OUT)

CB-139A

N: 146846.10

E: 1327125.91

RIM 524.20

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ uti l.d wg e dit

:jri ch ne r sa ve d:2

/1/

3:

P

M p lot

:2/ 2/2

4 7

:38 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

CU105

UTILITY PLAN

MATCHLINE - SHEET CU103

M A

TC

H

LIN

E

- S H

E E

T C U

MATCHLINE - SHEET CU107

FOR COLUMBARIA 8

UTILITY PLAN SEE

SHEET LU103

FOR COLUMBARIA 7

UTILITY PLAN

SEE SHEET LU102

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

STORMWATER

POND HWL

KEY NOTES

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN EXISTING

& NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED.

CO

186JRMB

CU502

CU502

CU502

CU502

CU502

RO

AD A

CU503

CU503

CU502

co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co

CO

co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co

DRAIN FIELD

SEE CW503 -AI2 FOR

SANITARY/SEPTIC

CB-139

N: 146873.89

E: 1327191.98

INV 521.55

OCS-3

STA 6+98.60

26.54R

RIM 524.31

INV 519.42 (12" OUT)

INV 520.50 (12" IN)

CBMH-116

STA 8+65.68

-13.00L

RIM 525.85

INV 520.50 (12" IN)

INV 520.50 (12" OUT)

INV 520.50 (12" IN)

INV 521.00 (8" IN)

CB-116A

STA 8+66.03

13.25R

RIM 525.85

INV 520.50 (12" OUT)

CBMH-117

STA 7+74.60

-13.00L

RIM 525.12

INV 520.50 (12" IN)

INV 520.50 (12" OUT)

INV 521.00 (6" IN)

FES-120

N: 147069.50 E: 1327333.66

INV 518.00

CBMH-119

STA 7+00.00

13.25R

RIM 524.19

INV 520.50 (12" IN)

INV 520.50 (12" OUT)

STMH-140

STA 5+80.47

-6.02L

RIM 521.68

INV 517.50 (12" IN)

INV 517.50 (12" OUT)

STMH-141

STA 5+08.53

-6.36L

RIM 518.38

INV 515.00 (12" IN)

INV 513.30 (12" OUT)

CB-146

N: 146983.47 E: 1327290.93

RIM 519.54

INV 516.20 (8" OUT)

CB-134A

STA 5+18.12

13.25R

RIM 518.71

INV 515.00 (12" OUT)

CB-147

N: 146951.44 E: 1327323.23

RIM 518.33

INV 515.06 (8" IN)

INV 515.06 (8" OUT)

CB-148

N: 146910.51 E: 1327364.51

RIM 516.82

INV 513.50 (8" IN)

INV 513.50 (8" OUT)

CBMH-134

STA 4+64.62

-13.25L

RIM 516.15

INV 512.00 (12" OUT)

INV 513.00 (8" IN)

INV 512.00 (12" IN)

CB-149

N: 146878.91 E: 1327396.39

RIM 515.64

INV 512.00 (8" IN)

INV 512.00 (8" OUT)

CB-150

N: 146834.15 E: 1327411.01

RIM 514.70

INV 508.00 (8" IN)

INV 506.00 (12" OUT)

FES-142

N: 146674.69

E: 1327333.15

INV 505.00

STMH-156

N: 146420.60

E: 1327340.52

RIM 510.86

INV 505.70 (18" IN)

INV 505.60 (18" OUT)

CBMH-136

STA 3+23.51

13.27R

RIM 509.41

INV 501.65 (18" IN)

INV 501.65 (18" OUT)

CBMH-135

STA 3+23.53

-13.25L

RIM 509.40

INV 505.00 (12" IN)

INV 501.75 (18" OUT)

INV 502.00 (12" IN)

CB-138A

STA 2+16.02

13.25R

RIM 506.60

INV 503.20 (12" OUT)

CBMH-138

STA 2+16.02

-13.25L

RIM 506.60

INV 503.05 (12" IN)

INV 503.05 (12" OUT)

FES-157

N: 146449.11

E: 1327356.18

INV 504.70

OCS - 4

N: 146659.63 E: 1327510.00

RIM 503.79

INV 498.10 (12" OUT)

INV 498.10 (12" IN)

FES-151

N: 146762.85 E: 1327445.27

INV 501.50

FES-137

N: 146652.28 E: 1327449.36

INV 501.50

FES-401

N: 146627.65 E: 1327547.04

INV 497.50

27 LF 18" HDPE @ 0.38%

36 LF 18" HDPE @ 0.42%

137 LF 12" HDPE @

5.12%

78 LF 12" HDPE @

0.00%

27 LF 12" HDPE @ 0.57%

LF

2" H

D

PE

.0 1%

33 LF 18" HDPE @ 2.77%

45 LF 8" HDPE @ 2.50%

47 LF 8" HDPE @ 8.50%

79 LF 12" HDPE @

5.69%

49 LF 12" HDPE @ 1.23%

26 LF 12" HDPE @ 0.00%

6 L

F 12 " H

DPE @

0.

58 LF 8" HDPE @

2.69%

45 LF 8" HDPE @ 3.34%

26 LF 12" PERF. HDPE @ 0.00%

L

F

" H D

PE

.0

3%

95 LF 12" H

D

PE @

0.00%

79 LF 12" HDPE @ 5.10%

71 LF 12" HDPE @

3.51%

LF

2" H

D

PE

.9 7%

FES-400

N: 146672.33 E: 1327497.24

INV 499.00

18 LF 12" RCP @ 5.00%

CBMH-118

STA 7+00.00

-13.25L

RIM 524.19

INV 520.50 (12" OUT)

INV 520.50 (12" IN)

2" DOMESTIC WET TAP AI2

SEE 4/CU501

TYPE K COPPER PIPE

CO

36 LF 18" HDPE @ 0.42%

137 LF 12" HDPE @

5.12%

47 LF 8" HDPE @ 8.50%

79 LF 12" HDPE @

5.69%

L

F

" H D

PE

.0

3%

71 LF 12" HDPE @

3.51%

LF

2" H

D

PE

.9 7%

2" DOMESTIC WET TAP AI2

SEE 4/CU501

TYPE K COPPER PIPE

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\ ad dit ive \16

2_ c_ uti l_a dd itiv e i tem s..

dw g ed it:j ric hn er s av ed

:2/ 1/2

4 2

:55 P

M p lot

:2/ 2/2

4 7

:42 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BID DOCUMENTS

CU105 - AI2

UTILITY PLAN

MATCHLINE - SHEET CU103

M A

TC

H

LIN

E

- S H

E E

T C U

MATCHLINE - SHEET CU107

FOR COLUMBARIA 8

DRAINAGE PLAN SEE

SHEET LG103

FOR COLUMBARIA 7

DRAINAGE PLAN

SEE SHEET LG102

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

STORMWATER

POND HWL

ADDITIVE ITEM 2 - NFC

187----

N

SCALE:2

SATELLITE RESTROOM

1" = 20' (30" x 42" PAPER SIZE)

0 20' 40'

LEGEND

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

CO

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN EXISTING

& NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED.

FOR COLUMBARIA 7

UTILITY PLAN

SEE SHEET LU102

STORMWATER

POND HWL

G

H

D

10.5 D

10.5 D

10.5 D

10.5 D

10.5 D

10.5 D

10.5 D

10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D 10.5

D.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5 D10.5

D10.5D10.5D10.5D10.5

D10.5D10.5

D10.5D10.5

F

E.6

E.5

E.4

E

D.1

C.2 C.1

C

C.3 C.4

E.212

R1

R1R1

R3 R1 R1 R1 R1 R1R1

C9

S1

S1 S1

S1 S1

S1 S1

S1 S1

S1

S1

S1

S1

SB1

SB1

ST1

ST1

S.5

S8 .4

S8 .4

S8 .4

S8 .4

S10 .5

S10 .5

S10 .5

S10 .5

S8.4

S8.4

S10 .5

S1 0.5

S10 .5

S10 .5

S10 .5

S1 0.5

S10 .5

S10 .5

S10.5

C6

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

S10.5

R1

R1 R1

R1 R1

R1 R1

R1 R1

R1 R1

R1 R1R1 R1 R1 R1

R2 R2R8

R2 R9

E7

SC1

E8

E9 E9

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

CO

0+00

BP: 0+00.00

78 LF 12" HDPE @

2.58%

60 LF 12" HDPE @

3.32%

28 LF 12" HDPE @ 0.71%

26 LF 12" HDPE @ 0.83%

51 LF 12" HDPE @ 2.95%

43 LF 8" HDPE @ 4.46%

16 LF 12" RCP @ -12.79%

31 LF 12" HDPE @ 2.27%

CB-142A

STA 23+82.73

-13.25L

RIM 534.61

INV 528.70 (12" OUT)

INV 528.75 (6" IN)

CBMH-142

STA 23+98.45

13.25R

RIM 534.18

INV 528.00 (12" IN)

INV 528.00 (12" OUT)

CBMH-143

STA 24+76.91

13.25R

RIM 531.38

INV 526.00 (12" OUT)

INV 526.00 (12" IN)

CBMH-144

STA 25+40.13

13.25R

RIM 527.33

INV 524.00 (12" IN)

INV 523.80 (12" IN)

INV 523.80 (12" OUT)

CBMH -144A

STA 25+49.69

-13.25L

RIM 526.78

INV 524.00 (12" OUT)

INV 524.10 (8" IN)

OCS - 1

N: 146001.89

E: 1326440.48

RIM 526.01

INV 523.00 (12" OUT)

INV 523.00 (12" IN)

FES-145

N: 146205.59

E: 1326695.49

INV 523.58

FES-301

N: 145957.30

E: 1326464.89

INV 521.50

FES-152

N: 146229.39

E: 1326968.46

INV 521.00

FES-300

N: 146014.49 E: 1326431.22

RIM 523.25

INV 521.00 (12" OUT)

FES-300

N: 146014.49

E: 1326431.22

RIM 523.25

INV 521.00 (12" OUT)

STMH- 144B

N: 146254.5801 E: 1326728.8209

RIM 529.43

INV 526.50 (6" IN)

INV 526.00 (8" OUT)

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ uti l.d wg e dit

:jri ch ne r sa ve d:2

/1/

3:

P

M p lot

:2/ 2/2

4 7

:44 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

CU106

UTILITY PLAN

MATCHLINE - SHEET CU104

MATCHLINE - SHEET CU109

M A

TC

H

LI

N

E

S H

E E

T C

U

FOR COLUMBARIA 6

UTILITY PLAN SEE

SHEET LU101

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

FOR SECTION 14 & 15

CRYPT UNDERDRAIN PLAN,

SEE SHEET CU116

KEY NOTES

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN EXISTING

& NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

HEAT PUMP, SEE MECHANICAL PLANS

CONNECT TO EXISTING SANITARY SEWER AT

CLEANOUT

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED.

CO

CU502

CU502

RO

AD A

CU503

CO

CO

64 LF 18" H

DPE @ 4.74%

66 LF 18" HDPE @ 2.29%

119 LF 18" HDPE @ 2.02%

170 LF 18" H

DPE @

4.73%

33 LF 12" HDPE @ 1.52%

CO

CO

CB-180

STA 18+50.00

0.99R

RIM 501.32

INV 497.50 (12" OUT)

CB-181

STA 18+41.82

-30.99L

RIM 500.40

INV 497.00 (12" IN)

CBMH-155

N: 146334.84

E: 1327193.70

RIM 524.70

INV 513.85 (18" IN)

INV 513.75 (18" OUT)

INV 513.83 (12" IN)

INV 518.00 (6" IN)

CBMH-153

N: 146261.42

E: 1327024.21

RIM 523.11

INV 517.95 (18" IN)

INV 517.85 (18" OUT)

CBMH-154

N: 146287.85 E: 1327084.30

RIM 524.54

INV 516.35 (18" IN)

INV 516.25 (18" OUT)

INV 518.00 (6" IN)

INV 516.30 (12" IN)

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ uti l.d wg e dit

:jri ch ne r sa ve d:2

/1/

3:

P

M p lot

:2/ 2/2

4 7

:45 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

CU107

UTILITY PLAN

MATCHLINE - SHEET CU105

M A

TC

H

LIN

E

- S H

E E

T C U

MATCHLINE - SHEET CU110

M A

TC

H

LI

N

E

S H

E E

T C

U

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

KEY NOTES

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN EXISTING

& NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

HEAT PUMP, SEE MECHANICAL PLANS

CONNECT TO EXISTING SANITARY SEWER AT

CLEANOUT

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED.

CO

EX.

SEC. 9

EX.

SEC. 9

EX.

SEC. 8

EX.

SEC. 23

EX.

SEC. 24

EX.

SEC. 25

95 LF 6" PERFORATED HDPE

94 LF 6" PERFORATED HDPE

39 LF 6" PERFORATED HDPE

CLEANOUT

INV 523.00

INV 522.50 (6" IN)

CLEANOUT

INV 523.50

CLEANOUT

INV 523.50

(EX.)

37 LF 6" PERFORATED HDPE

CLEANOUT

INV 523.00

(EX.)

90° BEND

22.5°

BEND

SEE CW402 - AI2 FOR

SANITARY/SEPTIC

2" TYPE K COPPER

DOMESTIC WATER

TO HONOR GUARD

WET TAP, SEE 4/CU501

CBMH-154

N: 146287.85 E: 1327084.30

RIM 524.54

INV 516.35 (18" IN)

INV 516.25 (18" OUT)

INV 518.00 (6" IN)

INV 516.30 (12" IN)

CB-180

STA 18+50.00

0.99R

RIM 501.32

INV 497.50 (12" OUT)

CB-181

N: 146170.78

E: 1327582.04

RIM 500.40

INV 497.00 (12" IN)

CBMH-155

N: 146334.84

E: 1327193.70

RIM 524.70

INV 513.85 (18" IN)

INV 513.75 (18" OUT)

INV 513.83 (12" IN)

INV 518.00 (6" IN)

64 LF 18" H

DPE @ 4.74%

66 LF 18" HDPE @ 2.29%

119 LF 18" HDPE @ 2.02%

170 LF 18" H

DPE @

4.73%

33 LF 12" HDPE @ 1.52%

CBMH-153

N: 146261.424

E: 1327024.206

RIM 523.11

INV 517.95 (18" IN)

INV 517.85 (18" OUT)

90° BEND

CO

CO

CO

CO

CO

CO

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\ ad dit ive \16

2_ c_ uti l_a dd itiv e i tem s..

dw g ed it:j ric hn er s av ed

:2/ 1/2

4 2

:55 P

M p lot

:2/ 2/2

4 7

:48 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BID DOCUMENTS

CU107 - AI1

UTILITY PLAN

MATCHLINE - SHEET CU105

M A

TC

H

LIN

E

- S H

E E

T C U

MATCHLINE - SHEET CU110

M A

TC

H

LI

N

E

S H

E E

T C

U

H O

N O

R G

U

AR

D

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

ADDITIVE ITEM 1 - NFC

LEGEND

KEY NOTES

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

CO

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN EXISTING

& NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED.

94 LF 6" PERFORATED HDPE

39 LF 6" PERFORATED HDPE

CLEANOUT

INV 523.00

INV 522.50 (6" IN)

CLEANOUT

INV 523.50

CLEANOUT

INV 523.50

(EX.)

37 LF 6" PERFORATED HDPE

CLEANOUT

INV 523.00

(EX.)

95 LF 6" PERFORATED HDPE

CO

34 LF 12" HDPE @ 5.37%

CBMH-190

N: 145684.50 E: 1328171.25

RIM 502.08

INV 499.50 (8" OUT)

SAN CO-1

N: 145689.65

E: 1328090.55

RIM 501.43

INV 497.40 (6" OUT)

CB-182

STA 13+89.64

1.25R

RIM 493.64

INV 491.34 (12" OUT)

CBMH-183

N: 146074.63 E: 1328024.93

RIM 491.86

INV 489.50 (12" IN)

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fil e P ath : y

:\1

\16

2 t ah om a n c p h3 \_0

7 c ivi l\_ ca d f ile s\_ sh ee ts\

2_ c_ uti l.d wg e dit

:jri ch ne r sa ve d:2

/1/

3:

P

M p lot

:2/ 2/2

4 7

:50 A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

SECURITY:

IMEG, INC.

TEMPE, AZ 85281

309.793.3421

PETE MCGHEE

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16362

TAHOMA NATIONAL CEMETERY

PHASE 3 DEVELOPMENT

919PC2010

FEBRUARY 2, 2024

18600 SE 240TH ST, KENT, WA 98042

BID DOCUMENTS

Date:

GEOTECHNICAL:

TERRACON

21905 64TH AVE W SUITE 100

MOUNTLAKE, WA 98043

425.771.3304

DENNIS STETTLER, PE

OF 449

KEY MAP

(N.T.S.)

IRRIGATION:

EC DESIGN GROUP,

LTD

400 5TH STREET

WEST DES MOINES, IA 50265

515.225.6365

LISA ESSY, ASIC

COST ESTIMATING:

LELAND SAYLOR

1777 OAKLAND BLVD #103

WALNUT CREEK, CA 94596

415.291.3200

JEFF SAYLOR

STRUCTURAL:

KPFF

1601 5TH AVE. SUITE 1600

SEATTLE, WA 98101

206.926.0455

JEFF CREAGAN, SE

COMMISSIONING:

CHARLOTTE ENGINEERS,

LLP

5838 MONROE RD. #100

CHARLOTTE, NC 28212

704.531.3000

BRIAN ANNICHARICO, PE

ARCHITECTURAL/MEP:

TOLAND MIZELL MOLNAR

INC.

590 MEANS ST. NW

ATLANTA, GA 30318

404.214.9774

RICK MASSEY, AIA

WASTEWATER:

ADC WASTEWATER

INC.

PO BOX 486

TACOMA, WA 98401

253.203.1200

ROCKY ANDERSON

N

Office of Construction and Facilities Management1600 N. DESERT DR. SUITE 230

BASE BID

BID DOCUMENTS

CU108

UTILITY PLAN

M A

TC

H

LIN

E

- S H

E E

T C U

MATCHLINE - SHEET CU111

CU102

CU104

CU106

CU109

CU103

CU105

CU107

CU110

CU112

CU114

CU108

CU111

CU113

CU115

KEY NOTES

STUB STORM SEWER FOR RAINGARDEN OUTLET

CONNECTION. SEE COLUMBARIA DRAINAGE PLANS

FOR MORE INFO.

CONSTRUCT INLET STRUCTURE ON EXISTING

CULVERT END & CONNECT NEW STORM SEWER.

INSTALL 6" SCH 40 PVC SANITARY PIPE IN 10" STEEL

CASING PIPE. ENDS OF CASING PIPE SHALL EXTEND

A MINIMUM OF 5' BEYOND EXTENTS OF BUILDING

FOOTINGS. SEE 7/CU501.

CONNECT TO EXISTING SEPTIC TANK. CONTRACTOR

TO VERIFY EXISTING PIPE INVERT & NOTIFY

ENGINEER OF ANY DISCREPANCY BETWEEN EXISTING

& NEW.

4" SANITARY CONNECTION, SEE PLUMBING PLANS.

DRAINTILE CONNECTION FROM COLUMBARIA COURT.

WSDOT TYPE 1 CATCH BASIN, SEE 1/CU501.

WSDOT TYPE 2 CATCH BASIN, SEE 2/CU501.

SEE 5/CU502 FOR UNDERGROUND STORMWATER

MANAGEMENT FACILITY EXTENTS

VALLEY GRATE, SEE 5/CU503.

RAIN GARDEN EXTERIOR TO PLAZA, SEE 3/CU501.

RAIN GARDEN WITHIN PLAZA, SEE 6/CU501

30" NYLOPLAST BASIN WITH PEDESTRIAN GRATE

HEAT PUMP, SEE MECHANICAL PLANS

CONNECT TO EXISTING SANITARY SEWER AT

CLEANOUT

LEGEND

PROPERTY LIMITS

CONSTRUCTION LIMITS

WETLAND #

EXISTING WETLANDS

EXISTING 8" HDPE IRRIGATION

MAIN

EXISTING 4" DOMESTIC WATER

MAIN

EXISTING UNDERGROUND

ELECTRIC LINE

RETENTION BASIN

NEW STORM SEWER

NEW FLARED END

NEW CATCH BASIN

NEW WATER LINE

SANITARY SEWER

PERFORATED UNDERDRAIN

CLEAN OUT

PROPOSED UNDERGROUND

ELECTRIC LINE

PROPOSED IRRIGATION MAIN

UTILITY NOTES

1. PROTECT ALL EXISTING UTILITIES LINES IN PLACE

UNLESS OTHERWISE NOTED.

2. STORM STRUCTURE DIAMETER IS 48" UNLESS

OTHERWISE NOTED.

CO

PROTECT EXISTING STORM

DURING BUILDING ADDITION.

FIELD VERIFY

LOCATION/ELEVATION.

EX. SEC. 25A

EX. SEC. 25

EX. SEC. 24

COMMITTAL SHELTER 4

COMMITTAL SHELTER 2

MUNRO MEMORIAL DRIVE

14 (TYP.)

N

SCALE:1

UTILITY PLAN

1" = 30' (30" x 42" PAPER SIZE)

0 30' 60'

Project…