04 Final Design NMCP 899CM3030 Columbarium_PG 27-51_210815.pdf

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c s i t e p l a n d w g e d i t j r i c h n r s a v e d

P

M p l o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

OPTION 1

OF 138

07/15/21

EXP. 06/30/22

COLUMBARIUM SITE PLAN -

OVERALL

N

0 20' 40'

KEY NOTES

1 FLOWER WATERING STATION

T

I

E

R

T

I

COLUMBARIA CONCEPT NICHE COUNT

TIER #

5 HT. NICHE

COUNT

3 HT . NICHE

COUNT

TOTAL TIER NICHE

COUNT

280 204 484

1,000

1,384

1,110

1,524

TOTAL:

2,390 1,002 3,392

10' MIN. BUFFER

TO ADJACENT

INTERMENT SECTION

INTERMENT SECTION L

INTERMENT SECTION 2

O

U

T

D

I

V

E

TO OVERLOOK

3 LANDSCAPE PLANTING BED W/ 6"W CONC. CURB EDGER

4 MASS NATIVE PLANTINGS /

SLOPE STABILIZATION

PROJECT LIMITS

H

S

I D

E

T

Y

P

D

E

T

Y

P

L-101

COLUMBARIUM COURT SITE PLAN - OVERALL

SCALE: 1" = 20'

SOUTH ENLARGEMENTS

L-101

L-103

L-105

LG101

NORTH ENLARGEMENTS

L-102

L-104

L-106

LG102

T

I

CF

WALL LETTERING KEY:

DOUBLE MARKER,

SEE 1/LD110

SINGLE MARKER,

SEE 1/LD110

C

RIGHT

SIDE

LEFT

SIDE

DG

T

I

IE

R

B

B

H

K

GD

H K

N

O

N

M

J

L-100

JD DS 27 137

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c s i t e p l a n d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

OPTION 1

OF 138

07/15/21

EXP. 06/30/22

COLUMBARIUM SITE PLAN

ENLARGEMENT - SOUTH

L-101

COLUMBARIUM SITE PLAN ENLARGEMENT - SOUTH

SCALE: 1" = 10'

M A

T C

H L I N

E

L

STAIRWELL: 6"x13" TREAD 5

RISER HIGH W/ HANDRAIL

STAIRWELL: 6"x13" TREAD

7 RISER HIGH W/ HANDRAIL

TOP

BOTTOM

20 NICHE

COLUMNS

B2.2

A2.2

B1

N

0 10' 20'

LEGEND

KEY NOTES

FLOWER WATERING STATION (F.W.S.)

SEE 1/LS107

CIP CONC. RETAINING WALL W/ MOSS ROCK

VENEER & STONE CAP, SEE 1 / LD111

3 HIGH NICHE UNITS W/ BACKING MOSS ROCK

VENEER, SEE 1 / LD109

5 HIGH NICHE UNITS W/ BACKING CIP CONC.

RETAINING WALL, SEE 2 / LD109

3 HIGH & 5 HIGH DOUBLE-SIDED NICHE UNITS

SEE 3 / LD109

6" CONC. LANDSCAPE CURB

COLUMN WITH MOSS ROCK

VENEER AND NATURAL STONE CAP

CAP TYPE/COLUMN SHAPE

SEE "LD___" FOR DETAIL

C1.1

RETAINING WALL W/ INTEGRAL WALK &

DECORATIVE SAFETY RAIL, SEE 2 / LD111

COLUMN (CAP) LENGTH KEY, LONG EDGE:

A. 4'-2" (4'-8")

B. 5'-3" (5'-9")

C. 6'-0" (6'-6")

D. 4'-4" (5'-0")

E. 2'-3" (2'-10")

F. 8'-0" (N/A, SEE DETAIL)

COLUMN / CAP ANGLE KEY:

1. 90° - RECTANGULAR

2. 5°

3. 10°

4. 40°

COLUMN CALLOUT NOTES

COLUMN (CAP) LENGTH

COLUMN / CAP ANGLE

COLUMN / CAP VARIANT,

SEE DETAILS

PEDESTRIAN CONCRETE

SIDEWALK

6'W BENCH W/ BACK, TYP.

SEE LS106

CODE KEY

CONSTRUCTION LIMITS

TOP

BOTTOM

CIP CONC. RETAINING WALL W/ MOSS ROCK

VENEER, SEE 3 / LD111

U P

5' SQ. TREE GRATE

STAIRWELL: 6"x13" TREAD

3 RISER HIGH W/ HANDRAIL

TOP

BOTTOM

U

P

U P

U P

F1.2

10 CIP CONC. RETAINING WALL , SEE 8 / LD111

EX. GETTYSBURG

ADDRESS MEMORIAL,

PROTECT DURING

CONSTRUCTION

U P

U P

16 NICHE

COLUMNS

L-101

JD DS 28

CIP CONC. RETAINING WALL W/ HANDRAIL,

SEE 6 / LD110

EXISTING MEMORIAL

OVERLOOK PATH

ACCSSIBLE LANDING

TYP.

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c s i t e p l a n d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

OPTION 1

OF 138

07/15/21

EXP. 06/30/22

COLUMBARIUM SITE PLAN

ENLARGEMENT - NORTH

L-102

COLUMBARIUM SITE PLAN ENLARGEMENT - NORTH

SCALE: 1" = 20'

M A

T C

H L I N

E

L

N

0 20' 40'

COLUMN CALLOUT NOTES

B2.2

A2.2

B1

B1 112 B1

16 NICHE

COLUMNS

20 NICHE

COLUMNS

40 NICHE COLUMNS

24 NICHE

COLUMNS

N

C

C

O

L

U

M

N

S

34 NICHE COLUMNS

C

L

U

M

N

S

16 NICHE

COLUMNS

16 NICHE

COLUMNS

F1.1

C1.1

B3

C1.1

A1.1

C1.2

A1.1

A3

C

L

U

M

N

S

C

H

E

C

O

L

U

M

N

S

C

H

E

C

O

L

U

M

N

S

C

L

U

M

N

S

C

L

U

M

N

S

C

L

U

M

N

S

C

H

E

C

O

L

U

M

N

S

C

H

E

C

O

L

U

M

N

S

40 NICHE COLUMNS

N

IC

H

E C

O L U

M N

S

10 NICHE

COLUMNS

10 NICHE

COLUMNS

STAIRWELL:

6"x13" TREAD

8 RISER HIGH

W/ HANDRAIL

TOP

BOTTOM

U

P

D

O

W

N

STAIRWELL:

6"x13" TREAD

5 RISER HIGH

W/ HANDRAIL

STAIRWELL:

6"x13" TREAD

5 RISER HIGH

W/ HANDRAIL

TOP

BOTTOM

BOTTOM

TOP

STAIRWELL: 6"x13"

TREAD 16 RISER

HIGH W/ HANDRAIL

A3 112 A3

A1.2

A1.2

A1.1

A2.1

B1

B2.1

B3

B3

A1.1

A1.1

B1

B1

A1.1

A2.2

B1

B1

B1

B3

A3

D4

E4

CAP TYPE/COLUMN SHAPE

SEE "LD___" FOR DETAIL

B2.1

COLUMN (CAP) LENGTH KEY, LONG EDGE:

A. 4'-2" (4'-8")

B. 5'-3" (5'-9")

C. 6'-0" (6'-6")

D. 4'-4" (5'-0")

E. 2'-3" (2'-10")

F. 8'-0" (N/A, SEE DETAIL)

COLUMN / CAP ANGLE KEY:

1. 90° - RECTANGULAR

2. 5°

3. 10°

4. 40°

COLUMN (CAP) LENGTH

COLUMN / CAP ANGLE

COLUMN / CAP WIDTH VARIANT,

SEE DETAILS

CODE KEY

A1.1

B1

O

U

T

I V

E

D

O

W

N

D

O

W

N

U

P

U

P

ACCESSIBLE

LANDING,TYP.

LEGEND

KEY NOTES

FLOWER WATERING STATION (F.W.S.)

SEE 1 / LS107

CIP CONC. RETAINING WALL W/ MOSS ROCK

VENEER & STONE CAP, SEE 1/ LD111

3 HIGH NICHE UNITS W/ BACKING MOSS ROCK

VENEER, SEE 1 / LD109

5 HIGH NICHE UNITS W/ BACKING CIP CONC.

RETAINING WALL, SEE 2 / LD109

3 HIGH & 5 HIGH DOUBLE-SIDED NICHE UNITS

SEE 3 / LD109

6" CONC. LANDSCAPE CURB

COLUMN WITH MOSS ROCK

VENEER AND NATURAL STONE CAP

RETAINING WALL W/ INTEGRAL WALK &

DECORATIVE SAFETY RAIL, SEE 3 / LD111

PEDESTRIAN CONCRETE

SIDEWALK

6'W BENCH W/ BACK, TYP.

SEE LS106

CONSTRUCTION LIMITS

CIP CONC. RETAINING WALL W/ MOSS ROCK

VENEER, SEE 3 / LD111

5' SQ. TREE GRATE

STAIRWELL:

6"x13" TREAD

3 RISER HIGH

W/ HANDRAIL

L-102

JD DS 29

CIP CONC. RETAINING WALL W/ HANDRAIL,

SEE 6 / LD110

COL - BASELINE

PI: 1+61.00

PC: 0+79.99

PT: 1+13.09

COL - ACCESS CL BASE

PI: 0+71.80

0+93

3+12 3+00

0+81

COL - TIER 2.2 CL BASE

EP: 0+81.39

N: 53032.97

E: 1691984.38

COL - TIER 1 CL BASE

EP: 0+92.69

N: 53034.63

E: 1692005.56

COL - ACCESS CL BASE

EP: 1+83.15

N: 52941.47

E: 1692011.42

COL - TIER 2 CL BASE

EP: 3+12.12

N: 53022.05

E: 1691961.91

L

R

.0

D

.3

COL - TIER 2 CL BASE

PI: 2+91.06

3+14

COL - TIER 3 CL BASE

EP: 3+13.92

N: 53031.21

E: 1691931.52

COL - TIER 3 CL BASE

PI: 3+04.37

PI: 0+79.69

COL - TIER 1 ACCESS CL BASE

BP: 0+00.00

N: 53045.93

E: 1691996.90

COL - TIER 1 ACCESS CL BASE

EP: 0+95.22

N: 52961.68

E: 1692017.92

COL - BASELINE

EP: 3+01.50

N: 53040.73

E: 1691930.77

COL - BASELINE

PI: 2+27.42

COL - BASELINE

PI: 2+71.92

COL - BASELINE

PI: 1+95.92

COL - BASELINE

PI: 1+61.00

COL - BASELINE

PI: 2+48.67

COL - BASELINE

BP: 0+00.00

N: 53064.37

E: 1692231.34

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c s t a k i n g p l a n d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 L-103

COLUMBARIUM STAKING PLAN -

SOUTH

L-103

COLUMBARIUM STAKING PLAN - SOUTH

SCALE: 1" = 10'

N

0 10' 20'

90°

90°

16'-4

EQ. EQ.

COLUMBARIUM TIER

ALIGNMENT ℄

SEE PLAN

5'

L-103

TYPICAL SEATING ALCOVE LAYOUT

SCALE: 1/4" = 1'-0"

TYPE 'B' COLUMN

SEE L-101/L-102 FOR

TYPE, LD112 FOR DETAIL

TYPE 'A' COLUMN

SEE L-101/L-102

FOR TYPE, LD112

FOR DETAIL

TYPE 'A' COLUMN

SEE L-101/L-102

FOR TYPE, LD112

FOR DETAIL

L-103

COLUMBARIUM CENTRAL BASELINE

SCALE: 1" = 10'

2.2

L-104

PLAN NOTES

1. PEDESTRIAN BENCHES & FLOWER WATERING STATIONS

ARE NOT SHOWN FOR CLARITY. SEE LS101.

O

U

T

I V

E

DSJD

E Q

E

Q

E Q

E

Q

E Q

E

Q

40'-10

EQ. EQ.

90°

90°

90°

90°

30'-9

33'

25'-9"6'

6'-6"

4'

13'-6"

7'-9"

EQ. EQ.

16'-4

COLUMBARIUM COURT

CENTRAL BASELINE ALIGNMENT

SEE 3/L-103

BASELINE BEGINNING

POINT IS ALSO THE

CENTER OF THE

OUTER DRIVE RADIUS,

SEE CIVIL ROAD

IMPROVEMENT

SHEETS

M A

T C

H L I N

E

L

0+81

3+14

PT: 0+63.61

PI: 0+39.74

2+00

PI: 1+56.39

PI: 1+91.86

PI: 0+36.17

COL - TIER 2.2 CL BASE

BP: 0+00.00

COL - TIER 1 CL BASE

BP: 0+00.00

N: 53115.77

E: 1691973.55

COL - ACCESS CL BASE

BP: 0+00.00

N: 53115.56

E: 1692055.69

COL - TIER 2 CL BASE

BP: 0+00.00

N: 53327.95

E: 1691997.68

COL - TIER 2 CL BASE

PI: 2+30.07

L

R

D

COL - TIER 2.2 CL BASE

PI: 0+69.45

STAIR BASELINE

COL - TIER 2 CL BASE

PI: 2+01.44

2+00

3+00

PI: 0+67.10

PI: 1+73.63

PI: 1+92.77

PI: 2+53.70

PI: 2+94.82

COL - TIER 3 CL BASE

BP: 0+00.00

N: 53331.63

E: 1691989.97

STAIR BASELINE

COL - TIER 3 CL BASE

PI: 2+14.59

COL - BASELINE

PI: 2+35.17

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c s t a k i n g p l a n d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 L-104

COLUMBARIUM STAKING PLAN -

NORTH

L-104

COLUMBARIUM STAKING PLAN - NORTH

SCALE: 1" = 20'

M A

T C

H L I N

E

L

N

0 10' 20'

90°

90°

1'-0

E Q

E Q

EQ. EQ.

1'-8

EQ. EQ.

2'-5

'PI' STATION

SEE PLAN

PLAN NOTES

1. PEDESTRIAN BENCHES & FLOWER WATERING

STATIONSARE NOT SHOWN FOR CLARITY. SEE LS101.

O

U

T

I V

E

90°

90°

90°

90°

90°

90°

L-104

D4

LD112

E4

LD112

E

Q

E

Q

34'-8

8'-2

22'-7"

3'-2

E Q

E

Q

E Q

E

Q

40'-10

EQ.

'-8

40'-10

2.1

L-104

2.2

L-104

L-104

B3

LD112

A3

LD112

A2.1

LD112

B2.1

LD112

A2.2

LD112

E Q

E Q

90°

90°

'PI' STATION

SEE PLAN

EQ. EQ.

2'-3

EQ. EQ.

3'-1

1'-4

E Q

E Q

°9

170°

'PI' STATION

SEE PLAN

175°

EQ. EQ.

1'-11

EQ. EQ.

3'-6

2.2

L-104

STAKING DETAIL

SCALE: 1" = 20'

2.1

L-104

STAKING DETAIL

SCALE: 1" = 20'

L-104

STAKING DETAIL

SCALE: 1" = 20'

JD DS

B2.2

LD112

g

175°

L-104

EQ. EQ.

EQ.

E Q

E

Q

8'-2

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c p a v e p l a n d i t m j o h n s o n v e d

A o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 L-105

COLUMBARIUM PAVING PLAN -

SOUTH

L-105

COLUMBARIUM PAVING PLAN - SOUTH

SCALE: 1" = 20'

N

0 10' 20'

LEGEND

COLUMBARIUM CONC. PAVEMENT

CONTROL JOINT, TYP.

EXPANSION JOINT, TYP.

PLAN NOTES

1. PEDESTRIAN BENCHES & FLOWER WATERING STATIONS

ARE NOT SHOWN FOR CLARITY. SEE LS101.

2. SIGNAGE NOT SHOWN FOR CLARITY, SEE LS101.

CONC. FINISH BROOM DIRECTION, TYP.

EJ

PAVERS

M A

T C

H L I N

E

L

L-105

COLUMBARIUM PAVING PLAN - TYP. SEATING ALCOVE ENLARGEMENT

SCALE: 1/4" = 1'

5'-8

5'

5'-8

VARIES,

SEE PLAN

E Q

E

Q

L-105

EQ. EQ.

8'-2

20'-5

EJ

EJ

EJ

EJ

EJ

EJ

EJ

1 2

1 2

1'-3"

7'-9"

EQ.EQ.EQ.EQ.

25'-9"

6'

EJ

3'-9"

EJ EJ

EJ

EJ

EJ

23'-6"

EQ.

E

Q

E

Q

E

Q

E

Q

E

Q

E

Q

4 JOINTS ALONG CURVE

EQ. SPACING

EJ

EQ. EQ. EQ.

6'

O

U

T

I V

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c p a v e p l a n d i t m j o h n s o v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 L-106

COLUMBARIUM PAVING PLAN -

NORTH

L-106

COLUMBARIUM PAVING PLAN - NORTH

SCALE: 1" = 20'

A

L

I

G

L

J

I

N

W

C

U

I

N

T

S

E

Q

E

Q

E

Q

E

Q

E

Q

A

L

I

I

N

C

I

N

T

S

E

Q

E

Q

E

Q

E

Q

E

Q

10'-2

2'-0

EQ.

EQ. EQ.

10'-2

2'-0

EQ.

EQ.EQ.

A

L

I

I

N

C

I

N

T

S

E

Q

E

Q

E

Q

E

Q

E

Q

A

L

I

I N

N

I C

I N

T

S

E

Q

E

Q

E

Q

E

Q

9'-5

" 8'-2

9'-4

2'-11

6'-8

1'-10"

9'-6

"10'-5

E

Q

E

Q

E

Q

EQ. EQ. EQ.

EQ. EQ.

L-105

L-105

L-105

L-105

L-105

A

I N

V

E

N

L

Y

M

I N

M

A

X

S

P

A

C

I N

G

A

I N

E

N

L

Y

M

I N

M

A

X

S

P

A

C

I N

G

O

U T

E R

D R

IV

E

E

Q

E

Q

E

Q

E

Q

E

Q

E

Q

EJ

EJ

EJ

3'-2

EQ. EQ.

'-2

℄ OF STAIRWELL

E Q

E Q

E Q

A L

IG

N C

T R

L J

O

IN

T S

W / N

IC

H

E U

N

IT

J O

IN

T

S

3'-2

EQ. EQ. EQ.

EQ.EQ.EQ.

I

N

T

S

E

Q

A

C

I

N

G

EJ

EJ

A

I

N

E

N

L

Y

M

I

M

A

X

A

C

I

N

G

A

I

N

E

N

L

Y

M

I

M

A

X

A

C

I

N

G

8'-2

20'-5

E Q

E

Q

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

EJ

L-105

M A

T C

H L I N

E

L

N

0 10' 20'

LEGEND

COLUMBARIUM CONC. PAVEMENT

CONTROL JOINT, TYP.

EXPANSION JOINT, TYP.

PLAN NOTES

1. PEDESTRIAN BENCHES & FLOWER WATERING STATIONS

ARE NOT SHOWN FOR CLARITY. SEE LS101.

2. SIGNAGE NOT SHOWN FOR CLATIRY, SEE LS101.

CONC. FINISH BROOM DIRECTION, TYP.

EJ

PAVERS

4.8%

4.8%4.8%

1.5%

1.5%

2.0%

TC 437.24

TC 437.24

TC 437.10

TC 424.46

TC 423.10TC 423.00

TS 424.06

BS 424.46

TS 427.08

TC 424.19

TC 424.32

TC 424.20

TS 424.06

BS 420.42

BS 420.42

TC 420.16

TC 420.28

TC 420.09

TC 419.97

TS 419.97

TS 419.97

TC 427.20

TC 427.50

TC 427.50

TC 427.64

TC 427.64

TC 427.20

TS 427.08

TC 424.32

TC 427.70

TC 429.32

TC 427.20

TC 427.35

TC 427.65

TC 427.70

TC 426.00

BW 422.30

BW 420.54

BW 421.48

RIM 426.99

RIM 433.62

RIM 433.70

BW 435.54

BW 435.54

HP 434.12

HP 443.06

TW 437.04

TW 437.04

BS 424.46

BW 443.92

TC 424.14

TC 424.32

TC 423.14

TC 423.23

TC 421.88

TC 422.02

TC 421.87

TC 421.79

TC 421.41

TC 421.41

TC 421.79

TC 421.25

TC 420.70

TC 420.57

TC 425.85

TC 426.12

TC 425.85

TC 425.73

TC 425.73

TC 424.63

TC 424.51

TC 424.63

TC 427.35

TC 426.12

TC 426.00

BW 423.19

BW 426.79

BW 429.00

BW 429.44

BW 433.70

BW 433.97

BW 426.87 BW 427.86

BW 428.62

TC 427.84

BS 418.39

BS 418.39

TC 418.19

TC 418.20

TC 418.29

BW 420.44

TC 418.18

B-1

959.4

TBC 800.1

FL 800.1

TC 800.1

X.X%

CONSTRUCTION LIMITS

SILT FENCE

BIO-ROLL

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

NEW CURB AND GUTTER

INTERMENT SECTION LIMITS

SOIL BORING LOCATION

SLOPE PERCENTAGE ARROW

INLET PROTECTION

TREE PROTECTION

SPOT ELEVATION

FLOW LINE OF CURB

TOP BACK OF CURB

TOP OF CONCRETE

TOP / BOTTOM OF WALL

TW 800.1 BW 800.1

TS 800.1

TOP OF STAIR

BOTTOM OF STAIR

BS 800.1

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c g r a d p l a n d i t d s e i f e t v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 LG101

COLUMBARIUM GRADING PLAN -

SOUTH

N

0 10' 20'

LEGEND

LG101

COLUMBARIUM GRADING PLAN - SOUTH

SCALE: 1" = 10'

CONSTRUCTION

LIMITS

PLAN NOTES

1. PEDESTRIAN BENCHES AND FLOWER WATERING

STATIONS ARE NOT SHOWN FOR CLARITY. SEE LS101.

2. FOR GRADING INFORMATION ALONG OUTER DRIVE,

SEE CG101.

3. FOR STORM UTILITY INFORMATION, SEE CU101 - CU103.

M A

T C

H L I N

E

S

1.9%

2.0%

.5

1.5%

2.2%

2.0%

.3

2.0%

TC 437.24

TC 424.20

TS 424.06

BS 420.42

TC 420.16

TC 419.97

TS 419.97

TC 427.20

TC 427.50

TC 427.64

TC 427.20

TS 427.08

TC 424.32

TC 427.33

TC 424.67

TC 424.49

TC 424.39

TC 424.38

TC 424.59

TC 424.67

TC 424.92

TC 424.82

TC 424.78

TC 424.69

TC 424.80

BW 427.54

TC 424.92

TC 427.54

TC 427.54

TC 427.60

TC 427.80

TC 427.68

TC 427.84

TC 427.57

TC 427.57

TC 427.66

TC 427.65

TC 427.70

TC 427.84

TC 427.84

TC 427.65

TC 427.70

TC 427.57

TC 427.58

TC 427.44

TC 436.45

TC 436.59

TC 436.45

TC 436.59

TC 436.19

TC 436.32

TC 436.32

TC 436.19

TC 427.84

TC 427.74

TC 427.92

TC 427.63

TC 427.63

TC 428.33

TC 428.49

TC 428.49

TC 428.33

TC 429.11

TC 428.97

TC 429.11

TC 428.97

TC 429.21

TC 429.12

TC 430.16

TC 430.25

TC 430.33

TC 430.24

TC 431.88

TC 431.99

TC 431.88

TC 432.14

TC 432.80

TC 432.88

TC 432.91

TC 432.99

TC 434.55

TC 434.66

TC 434.79

TC 434.65

TC 435.27

TC 435.41

TC 435.27

TC 435.41

TC 435.90

TC 436.04

TC 435.90

TC 436.04

TW 441.95

BW 441.45

TW 441.95

BW 441.45

TW 441.95

BW 441.45

BW 434.72

BW 434.83

BW 431.92

BW 432.55

BW 429.63

BW 429.97

BW 427.20

BW 427.05

BW 426.53

BW 426.83

BW 426.41

BW 426.41

BW 426.77

BW 426.77

BW 422.64

BW 421.48

BW 422.09

RIM 442.57

RIM 440.60

RIM 429.11

RIM 433.22

RIM 433.26

RIM 433.59

RIM 426.99

RIM 433.70

RIM 433.61

BW 435.54

BW 435.54

BW 434.89

BW 434.89

BW 433.95

HP 433.89

HP 433.99

HP 434.12

HP 443.06

HP 442.96

HP 442.54

HP 440.72

RIM 441.02

RIM 442.03

HP 434.36

BW 434.41

BW 434.21

BW 434.63

BW 434.37

TW ???

BW ???

TW 434.50

BW 434.00

BW 434.84

BW 434.84

TW 435.84

TW 435.84

TW 437.04

TW 435.21

TW 435.21

TW 428.27

TW 428.27

TW 428.91

TW 428.91

TW 434.57

BW 434.07

BW 442.06

BW 442.06

TW 434.48

BW 433.98

TW 434.48

BW 433.98

BS 424.46

BW 442.72

BW 442.72BW 443.27

BW 443.27

BW 443.92

TW 436.39

TW 436.39

TC 432.14

TC 432.03

BW 433.15

BW 426.70

RIM 440.98

BS 418.39

TC 418.19

RIM 433.62

TC 417.45

TC 418.66

TC 418.75

TC 418.80

TC 418.89

TC 417.51

TC 417.40

TC 418.29

BW 420.44

TC 417.28

TC 417.31

TC 417.62

TC 417.70

TC 417.28

TC 417.24

TC 417.15

TC 418.18

959.4

TBC 800.1

FL 800.1

TC 800.1

CONSTRUCTION LIMITS

SILT FENCE

BIO-ROLL

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

NEW CURB AND GUTTER

INTERMENT SECTION LIMITS

SOIL BORING LOCATION

SLOPE PERCENTAGE ARROW

INLET PROTECTION

TREE PROTECTION

SPOT ELEVATION

FLOW LINE OF CURB

TOP BACK OF CURB

TOP OF CONCRETE

TOP / BOTTOM OF WALL

TW 800.1 BW 800.1

TS 800.1

TOP OF STAIR

BOTTOM OF STAIR

BS 800.1

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c g r a d p l a n d i t d s e i f e v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 LG102

COLUMBARIUM GRADING PLAN -

NORTH

N

0 10' 20'

LG102

COLUMBARIUM GRADING PLAN - NORTH

SCALE: 1" = 10'

LEGEND

M A

T C

H L I N

E

S

PLAN NOTES

1. PEDESTRIAN BENCHES AND FLOWER WATERING

STATIONS ARE NOT SHOWN FOR CLARITY. SEE LS101.

2. FOR GRADING INFORMATION ALONG OUTER DRIVE, SEE

CG101.

3. FOR STORM UTILITY INFORMATION, SEE CU101 - CU103

40 50 60

TOC

425.39'

TOC

424.39'

TML

424.24'

TOC

430.09'

TOC

429.09'

TML

424.54'

TSW

424.80'

TOF

419.98'

TOF

419.98'

TOF

419.98'

1 20 30

TOC

430.09'

TML

424.80'

TSW

424.80'

TOF

421.16'

TOF

420.32'

TOC

425.13'

40 5030

TOC

432.09'

TOC

433.09'

TOC

428.85'

TML

427.69'

TML

424.81'

TSW

425.05'

TOF

423.02'

1 10 20

TOC

433.09'

TOC

428.39'

TML

424.63'

TML

424.63'

TSW

425.05'

TOF

423.02'

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c e l e v a t i o n s d i t m t o l k k i n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 LD101

COLUMBARIUM ELEVATIONS -

TIER 1

JD DS

SCALE:

TIER 1 ELEVATION - WALL 'B' (BASE BID)

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

M A

T C

H L I N

E

A

STAIRWELL

DOWN (BEYOND)

LD110

E4 COLUMN PIER

A1 COLUMN PIER40° BEND, SEE PLAN

LD109

EXP. JOINT

EXP. JOINT @ ALL

FOUNDATION STEPS

10W - 10 NICHE WIDE UNIT

10 NICHE WIDE UNIT, CONT.

SHEET ABBREVIATIONS:

TOF TOP OF FOOTING

TML TOP OF MASONRY LEDGE

TOC TOP OF CONCRETE

TSW TOP OF STEM WALL

SHEET NOTES:

REFER TO L-100-L-102 FOR WALL LOCATIONS

M A

T C

H L I N

E

A

A1 COLUMN PIER

10W - 10 NICHE WIDE UNIT

5" TO

HANDRAIL ℄

TYP.

HANDRAIL @ CENTER

OF STAIRWELL

M A

T C

H L I N

E

B

O P

T I O

N

S E

E

L D

8W - 8 NICHE WIDE UNIT, TYP.

UNLESS OTHERWISE NOTED

M A

T C

H L I N

E

A

40° BEND

SEE PLAN

D4 COLUMN PIER

D4 CAP

M A

T C

H L I N

E

A

C1.2 COLUMN PIER

C1.1 COLUMN CAP

C1.2 COLUMN CAP

6'L 5 RISER

STAIR, SEE

LD110 FOR

DETAILS

STAIRWELL

UP (BEYOND)

5" TO

HANDRAIL ℄

TYP.

HANDRAIL @ CENTER

OF STAIRWELL

M A

T C

H L I N

E

B

O P

T I O

N

S E

E

L D

LD110

C1.1.1 COLUMN PIER

C1.1.1 COLUMN PIER

SCALE:

TIER 1 ELEVATION - WALL 'D' (BASE BID)

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

LD109

1 10 20 30 40

TML

428.46'

TML

429.08'

TML

429.08'

TOF

424.76'

TOF

424.76'

TOC

434.37'

TOC

434.37'

TOC

434.37'

TSW

429.08'

TOF

425.07'

TOF

425.07'

TOF

425.07'

50 60 70

TML

427.88'

TML

428.44'

TOF

424.76'

TOF

424.76'

TOC

433.73'

TOC

433.73'

TSW

428.44'

FloweFlower VasesVases

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c e l e v a t i o n s d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 LD102

COLUMBARIUM ELEVATIONS -

TIER 2

JD DS

LD111

4'-0

" 'E1.1' CAP, TYP.

ALL WALL 'H' CAPS

UNLESS OTHERWISE

SPECIFIED

" JOINT, TYP.

ALL CAP JOINTS

M A

T C

H L I N

E

A

M A

T C

H L I N

E

B

A1.1 COLUMN/CAP

SAFETY

DECORATIVE

FENCE

LD111

ADA ACCESSIBLE RAMP - NO HANDRAIL REQ'D

ACCESSIBLE LANDINGACCESSIBLE LANDING

8W - 8 NICHE WIDE UNIT, TYP.

UNLESS OTHERWISE NOTED ON THIS SHEET

LD109

LD109

SHEET ABBREVIATIONS:

TOF TOP OF FOOTING

TML TOP OF MASONRY LEDGE

TOC TOP OF CONCRETE

TSW TOP OF STEM WALL

SHEET NOTES:

REFER TO L-100-L-102 FOR WALL LOCATIONS

SCALE:

TIER 2 ELEVATION - WALL 'H' (BASE BID)

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

6'-0" MAX. BETWEEN POSTS

ADA ACCESSIBLE RAMP - NO HANDRAIL REQ'D

M A

T C

H L I N

E

A

A1.1 COLUMN/CAP A1.1 COLUMN/CAP

LANDING

LANDING

M A

T C

H L I N

E

B

A3 COLUMN/CAP

6'L BENCH, TYP.

SEE LS106

A3 COLUMN/CAP

FLOWER WATERING STATION

SEE LS107

40 50

TOC

433.09'

TML

427.27'

TOC

428.39'

TOC

423.02'

TSW

427.80'

TOF

423.02'

1 10 20 30

TOC

433.09'

TOC

432.09'

TML

427.47'

TML

427.80'

TOC

428.85'

TOC

423.02'

TSW

427.80'

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c e l e v a t i o n s d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 LD103

COLUMBARIUM ELEVATIONS -

TIER 2

JD DS

STAIRWELL

DOWN (BEYOND)

M A

T C

H L I N

E

A

C1.1 COLUMN/CAP

C1.1 COLUMN/CAP

LD110

D4 COLUMN/CAP

40° BEND

SEE PLAN

SHEET ABBREVIATIONS:

TOF TOP OF FOOTING

TML TOP OF MASONRY LEDGE

TOC TOP OF CONCRETE

TSW TOP OF STEM WALL

SHEET NOTES:

REFER TO L-100-L-102 FOR WALL LOCATIONS

C1.1 COLUMN/CAP

5" TO

HANDRAIL ℄

TYP.

RETAINING WALL W/

INTEGRAL DECORATIVE RAIL

SEE X/LD109

LANDING FOR

ACCESSIBLE RAMP,

SEE L-101

M A

T C

H L I N

E

A

SCALE:

TIER 2 ELEVATION - WALL 'G' (BASE BID)

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

4'-0

" 'D1.1' CAP, TYP.

ALL WALL 'G' NICHE

CAPS UNLESS

SPECIFIED

HANDRAIL AT

STAIRWELL CENTER

M A

T C

H L I N

E

B

O P

T I O

N

S E

E

L D

TOC

433.50'

TOC

436.08'

TOC

436.04'

TOC

436.04'

TML

428.00'

TML

428.00'

TML

428.00'

TSW

428.00'

TSW

428.00'

TOF

426.22'

TOF

426.22'

TOF

426.22'

TOC

436.04'

TOC

436.65'

TML

428.00'

TML

428.00'

TSW

428.00'

TSW

428.60'

TOF

426.22'

TOF

426.39'

TOC

436.65'

TOC

437.27'

TML

428.60'

TML

428.60'

TSW

428.60'

TSW

429.21'

TOF

427.03'

TOF

427.03'

TOF

426.39'

TSW

428.60'

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c e l e v a t i o n s d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 LD104

COLUMBARIUM ELEVATIONS -

TIER 2

JD DS

SHEET ABBREVIATIONS:

TOF TOP OF FOOTING

TML TOP OF MASONRY LEDGE

TOC TOP OF CONCRETE

TSW TOP OF STEM WALL

SHEET NOTES:

REFER TO L-100-L-102 FOR WALL LOCATIONS

LD110

16 TREAD STAIRWELL

TO TIER 3

M A

T C

H L I N

E

D

MATCHLINE 'AA'

SEE LD203

M A

T C

H L I N

E

D

4'-0

" 'F1.1' CAP, TYP.

ALL WALL 'J' CAPS

UNLESS SPECIFIED

" JOINT, TYP.

ALL CAP JOINTS

SCALE:

TIER 2 ELEVATION - WALLS 'J' & 'K'

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

5" TO

HANDRAIL ℄

TYP.

MATCHLINE 'C'

SEE LD203

BASE BID

SEE LD203 FOR OPTION 1

M A

T C

H L I N

E

E

4'-0

" 'F1.1' CAP, TYP.

ALL WALL 'J' CAPS

UNLESS SPECIFIED

B1 COLUMN/CAP

B1 COLUMN/CAP B1 COLUMN/CAP

B1 COLUMN/CAP

B3 COLUMN/CAP

HANDRAIL AT

STAIRWELL CENTER

RETAINING

WALL W/

MOSS ROCK

VENEER AND

NATURAL

STONE CAP

" JOINT, TYP.

ALL CAP JOINTS

GRANITE NICHE

COVERS, TYP.

B3 COLUMN/CAP

B1 COLUMN/CAP

4'-0

" 'F1.1' CAP, TYP.

ALL WALL 'K' CAPS

UNLESS

SPECIFIED

4'-0

" 'F1.1' CAP, TYP.

ALL WALL 'K' CAPS

UNLESS SPECIFIED

8W - 8 WIDE, 5 HIGH NICHE UNIT

ALL NICHE UNITS SHOWN ON THIS SHEET

UNLESS OTHERWISE SPECIFIED

M A

T C

H L I N

E

E

M A

T C

H L I N

E

F

LD109

TOC

437.26'

TOC

437.26'

TML

429.21'

TML

429.21'

TSW

429.21'

TOF

427.67'

TOC

434.28'

TSW

429.21'

TOF

427.03'

TML

429.21'TOF

427.67'

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c e l e v a t i o n s d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 LD105

COLUMBARIUM ELEVATIONS -

TIER 2

JD DS

SHEET ABBREVIATIONS:

TOF TOP OF FOOTING

TML TOP OF MASONRY LEDGE

TOC TOP OF CONCRETE

TSW TOP OF STEM WALL

SHEET NOTES:

REFER TO L-100-L-102 FOR WALL LOCATIONS

SCALE:

TIER 2 ELEVATION - WALL 'K' & ACCESSIBLE RAMP TO TIER 3

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

B1 COLUMN/CAP

4'-0

" 'F1.1' CAP, TYP.

ALL WALL 'K' CAPS

UNLESS SPECIFIED

M A

T C

H L I N

E

F

M A

T C

H L I N

E

G

B1 COLUMN/CAP

RETAINING WALL W/ MOSS

ROCK VENEER AND

NATURAL STONE CAP

(BEHIND)

RETAINING WALL W/ MOSS

ROCK VENEER AND

NATURAL STONE CAP

(BEHIND)

RETAINING WALL

W/ EMBEDDED

DECORATIVE FENCE

SEE 3/LD111

RETAINING WALL W/ EMBEDDED

DECORATIVE FENCE (BEHIND)

SEE 3/LD111

RETAINING WALL W/ EMBEDDED

DECORATIVE FENCE (BEHIND)

SEE 3/LD111

GRANITE NICHE

COVERS, TYP.

M A

T C

H L I N

E

G

LD109

6" LANDSCAPE CURB

ACCESIBLE RAMP, NO HANDRAIL REQ'D. ACCESSIBLE LANDING ACCESSIBLE RAMP, NO HANDRAIL REQ'D.

TOF

429.70'

TOF

430.32'

TOF

432.16'

TOF

429.70'

TOC

440.67'

TML

434.78'

TOF

427.09'

10 20 30 40

TOF

432.69'

TOF

432.16'

TOC

440.67'

TOC

441.29'

TML

435.41'

TSW

435.38'

60 70 80

TOF

432.69'

TOF

433.19'

TOF

432.32'

TOC

441.29'

TOC

441.61'

TOC

441.61'

TML

436.07'

TML

436.32'

TSW

436.32'

TSW

436.00'

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c e l e v a t i o n s d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22

COLUMBARIUM ELEVATIONS -

TIER 3

LD111

STAIRWELL

DOWN (BEYOND)

SAFETY

DECORATIVE RAIL

ACCESSIBLE RAMP - NO HANDRAIL REQ'D

6'-0" MAX. BETWEEN POSTS

ACCESSIBLE LANDINGACCESSIBLE LANDING

M A

T C

H L I N

E

A

ACCESSIBLE RAMP - NO HANDRAIL REQ'D

LD109

4'-0

" 'E1.1' CAP, TYP.

ALL WALL 'N' CAPS

UNLESS OTHERWISE

SPECIFIED

" JOINT, TYP.

ALL CAP JOINTS

LD111

LD110

CIP CONC. RETAINING

WALL W/ MOSS ROCK

VENEER & EMBEDDED

DECORATIVE SAFETY RAIL.

SEE X/LD109.

SHEET ABBREVIATIONS:

TOF TOP OF FOOTING

TML TOP OF MASONRY LEDGE

TOC TOP OF CONCRETE

TSW TOP OF STEM WALL

SHEET NOTES:

REFER TO L-100-L-102 FOR WALL LOCATIONS

TIER 3 LANDING

A1.1 COLUMN/CAP

SCALE:

TIER 3 ELEVATION - WALL 'N' & ACCESSIBLE RAMP TO TIER 2

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

RAMP CONTINUES

DOWN TO TIER 2 (BEYOND)

M A

T C

H L I N

E

B

M A

T C

H L I N

E

A

A1.1 COLUMN/CAP

A1.1 COLUMN/CAP

A3 COLUMN/CAP

A3 COLUMN/CAP

A1.2 COLUMN/CAP

HANDRAIL AT

STAIRWELL CENTER

8A

LD109

SAFETY

DECORATIVE RAIL

(BEHIND)

SAFETY

DECORATIVE RAIL

(BEHIND)

5" TO

HANDRAIL ℄

TYP.

M A

T C

H L I N

E

B

8W X 3H - 8 WIDE, 3 HIGH NICHE UNITS

ALL UNITS FOR WALL 'N' UNLESS

OTHERWISE NOTED

5'-0

"W 'E1.2' CAP

10W X 3H - 10 WIDE, 3 HIGH NICHE UNIT

M A

T C

H L I N

E

C

S

F

N

T I N

U A

T I O

N

LD106

JD DS 41 137

1 10

20 30

TOF

432.43'

TOF

433.13'

TOF

433.13'

TOC

441.90'

TOC

441.90'

TOC

442.52'

TML

436.61'

TML

436.61'

TML

436.36'

TSW

437.23'

TSW

436.61'

TOF

433.89'

TOC

442.52'

TOC

442.52'

TML

437.23'

TML

437.23'

TOC

440.57'

190 200 210 220170 180

TML

437.36'

TML

437.36'

TML

436.71'

TOC

440.57'

TOF

435.74'

TSW

437.36'

TSW

437.36'

TOF

435.07'

TOC

445.41'

TOC

445.41'

TOC

445.41'

TOF

433.89'

TSW

437.36'

TSW

436.71'

TOF

435.07'

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c e l e v a t i o n s d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22

COLUMBARIUM ELEVATIONS -

TIER 3

LD109

M A

T C

H L I N

E

D

SHEET ABBREVIATIONS:

TOF TOP OF FOOTING

TML TOP OF MASONRY LEDGE

TOC TOP OF CONCRETE

TSW TOP OF STEM WALL

SHEET NOTES:

REFER TO L-100-L-102 FOR WALL LOCATIONS

STAIRWELL

DOWN (BEYOND)

LD110

A1.1 COLUMN/CAP

A2.1 COLUMN/CAP

A1.2 COLUMN/CAP

HANDRAIL AT

STAIRWELL

CENTER

8A

LD109

SAFETY

DECORATIVE RAIL

(BEHIND)

5" TO

HANDRAIL ℄

TYP.

5'-0

"W 'E1.2' CAP

10W X 3H - 10 WIDE, 3 HIGH NICHE UNIT

M A

T C

H L I N

E

C

S

F

N

T I N

U A

T I O

N

4'-0

"W 'E1.1' CAP

5'-0

" 'E1.2' CAP 5'-0

" 'E1.2' CAP 5'-0

" 'E1.2' CAP

5'-0

"W 'E1.2' CAP

10W X 3H - 10 WIDE, 3 HIGH NICHE UNIT 10W X 3H - 10 WIDE, 3 HIGH NICHE UNIT8W X 3H - 8 WIDE, 3 HIGH NICHE UNIT

" JOINT, TYP.

ALL CAP JOINTS

M A

T C

H L I N

E

D

8A

LD109

SAFETY

DECORATIVE RAIL

(BEHIND)

MATCHLINE 'AA' - SEE LD204

FOR OPTION 1 CONTINUATION

SCALE:

TIER 3 ELEVATION - WALL 'M'

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

5'-0

" 'E1.2' CAP

5'-0

"W 'E1.2' CAP 5'-0

"W 'E1.2' CAP

A2.2 COLUMN/CAP A2.2 COLUMN/CAP

10W X 3H - 10 WIDE,

3 HIGH NICHE UNIT

10W X 3H - 10 WIDE,

3 HIGH NICHE UNIT

GRANITE NICHE

COVERS, TYP.

6'L BENCH, TYP.

SEE LS107, SITE

FURNISHINGS

SCALE:

TIER 3 ELEVATION - WALL 'O'

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

B2.2 COLUMN/CAP B2.2 COLUMN/CAP

4'-0

"W 'F1.1' CAP

4'-0

" 'F1.1' CAP 4'-0

" 'F1.1' CAP 4'-0

" 'F1.1' CAP

4'-0

"W 'F1.1' CAP

4'-0

" 'F1.1' CAP 5'-0

" 'F1.2' CAP 5'-0

" 'F1.2' CAP 5'-0

" 'F1.2' CAP 5'-0

" 'F1.2' CAP 5'-0

" 'F1.2' CAP 5'-0

" 'F1.2' CAP

4'-0

" 'F1.1' CAP 4'-0

" 'F1.1' CAP

4'-0

"W 'F1.1' CAP

B2.1 COLUMN/CAP

C.I.P. CONC. RETAINING WALL

W/ MOSS ROCK VENEER &

CONCRETE BAND ALONG TOP

(CREDIT FROM BASE BID IF

OPTION 1 IS EXERCISED)

MATCHLINE 'AA' - SEE LD207

FOR OPTION 1 CONTINUATION

C.I.P. CONC. RETAINING WALL

W/ MOSS ROCK VENEER &

CONCRETE BAND ALONG TOP

(CREDIT FROM BASE BID IF

OPTION 1 IS EXERCISED)

M A

T C

H L I N

E

A

S

L D

F

N

T I N

U A

T I O

N

LD107

JD DS 42 137

370 380 390

TML

434.91'

TOC

443.59'

TOF

433.24'

TML

434.91'

TOC

441.95'

FloweFlower VasesVases

TOF

432.24'

TML

434.58'

TML

434.25' TML

433.91'

TML

433.58'

TML

434.25'

TOC

441.95'

280 290

240 250 260 270

TML

436.71'

TML

436.18'

TML

436.18'

TOC

444.76'

TOC

444.76'

TOC

444.23'

TSW

436.71'

TOF

434.57'

TOF

434.57'

TOF

434.57'

TSW

436.18'

360340 350

300 310 320 330

TOC

444.23'

TOC

443.59'

TML

435.55'

TML

435.55'

TSW

436.18'

TSW

435.55'

TSW

435.55'

TOF

433.91'

TOF

433.91'

TOF

433.24'

TML

432.31'

TOC

437.00'

TOF

430.50'

TML

433.25'

TML

432.91'

TOC

441.95'

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c e l e v a t i o n s d i t j r i c h n v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22

COLUMBARIUM ELEVATIONS -

TIER 3

M A

T C

H L I N

E

B

SHEET ABBREVIATIONS:

TOF TOP OF FOOTING

TML TOP OF MASONRY LEDGE

TOC TOP OF CONCRETE

TSW TOP OF STEM WALL

SHEET NOTES:

REFER TO L-100-L-102 FOR WALL LOCATIONS

M A

T C

H L I N

E

A

S

L D

F

N

T I N

U A

T I O

N

SCALE:

TIER 3 ELEVATION - WALL 'O' (BASE BID)

HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)

B3 COLUMN/CAP

B3 COLUMN/CAP

M A

T C

H L I N

E

C

M A

T C

H L I N

E

B

M A

T C

H L I N

E

D

M A

T C

H L I N

E

C

M A

T C

H L I N

E

E

M A

T C

H L I N

E

D

M A

T C

H L I N

E

E

EXP. JOINT AT ALL

FOUNDATION STEPS, TYP.

C.I.P. CONC.

RETAINING WALL W/

MOSS ROCK VENEER

& NATURAL STONE

'C1.3' CAPS (BEHIND)

C.I.P. CONC.

RETAINING WALL W/

MOSS ROCK VENEER

& NATURAL STONE

'C1.3' CAPS (BEHIND)

C.I.P. CONC.

RETAINING WALL W/

MOSS ROCK VENEER

& NATURAL STONE

'C1.3' CAPS (BEHIND)

C.I.P. CONC. RETAINING WALL

W/ MOSS ROCK VENEER &

NATURAL STONE 'C1.3' CAP

4'-0

" 'F1.1' CAP

ALL WALL 'O' CAPS

ON THIS SHEET

UNLESS NOTED

8W X 3H - 8 WIDE, 3 HIGH NICHE UNIT

ALL WALL 'O' UNITS ON THIS SHEET

UNLESS OTHERWISE NOTED

B1 COLUMN/CAP

GRANITE NICHE

COVERS, TYP.

LD109

B1 COLUMN/CAP

B1 COLUMN/CAP

B1 COLUMN/CAP

'C1.3' CAP LENGTH

VARIES, 4'-0" MAX.

15° BEND, SEE PLAN

EXP. JOINT

EXP. JOINT

'C1.3' CAP LENGTH

VARIES, 4'-0" MAX.

'C1.3' CAP LENGTH

VARIES, 4'-0" MAX.

'C1.3' CAP, CUT TO FIT

@ CORNER, SEE PLAN

'C1.3' CAP

" JOINT, TYP.

ALL CAP JOINTS

LD108

JD DS 43 137

3" 1'-9"

2'-0"

3'-2"

1'-11" 1'-3"

2" AIR

GAP.

1 2

3'-10"

1'-9"2'-1"

4"

Geotechnical Engineering

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y l a c a d f i l e s s h e e t s l c s e c t i o n s d i t d s e i f e v e d o t

P

M

Office of Design and Construction Services

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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 # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

OF 138

07/15/21

EXP. 06/30/22 LD109

COLUMBARIUM DETAILS - 1

LD109

TYPICAL SECTION THROUGH ALCOVE SEATING AREA

SCALE: 1/2" = 1'-0"

2'-11

5'-0"

WIDTH OF GRATE

6'-1

EQ. EQ.

9'-0"

'A' COLUMN &

CAP, SEE PLAN

FOR LOCATIONS

& TYPE (BEHIND)

'B' COLUMN & CAP,

SEE PLAN FOR

LOCATIONS &

TYPE (BEHIND)

5H SINGLE-SIDED

NICHE UNIT W/

BACKING

RETAINING WALL

GRANITE

ROW NUMBERING

PLAQUE

FLOWER GRAVEL

STRIP

'F' CAP, SEE PLAN

FOR LOCATIONS

& TYPE

MOSS ROCK VENEER

MOSS ROCK

VENEER

42"H

DECORATIVE

SAFETY RAILING

9'-0"

GRANITE NICHE

COVERS

TSW

SEE LD101-LD108 SHEETS

TSW

SEE LD101-LD108

SHEETS

'D' TYPE CAP

CONTINUOUS SELF-ADHESIVE EPDM

MEMBRANE, OVERLAP 3", TERMINATE

AT SEALANT. SET STONE CAP IN

MORTAR/ GROUT BED, AS PER

STONE AND PRECAST COLUMBARIA

MANUFACTURERS REQUIREMENTS

AND RECOMMENDATIONS.

GRANITE NICHE COVERS

LD109

TYPICAL SECTION THROUGH TIER 2 & TIER 3 WALKWAYS BETWEEN ALCOVE SEATING AREAS

SCALE: 1/2" = 1'-0"

LD109

TYPICAL SECTION THROUGH 3H SIGNLE SIDED NICHE UNIT

SCALE: 3/4" = 1'-0"

LD109

TYPICAL SECTION THROUGH 5H SIGNLE SIDED NICHE UNIT

SCALE: 3/4" = 1'-0"

LD109

TYPICAL SECTION THROUGH DOUBLE SIDED NICHE UNIT

SCALE: 3/4" = 1'-0"

MOSS ROCK VENEER

SEE 5 / LD109

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

GRANITE NICHE

COVER, TYP.

PRECAST COLUMBARIA

NICHE UNIT, 3-HIGH

NATURAL STONE

CAP TYPE 'E'

FLOWER GRAVEL STRIP,

SEE 4/LD109

4" PERFORATED

DRAINTILE

CIP CONCRETE

FOOTING

THICKENED EDGE

CONCRETE WALK

TOF

SEE LD101-LD108

SHEETS

TSW

SEE LD101-LD108

SHEETS

TOF

SEE LD101-LD108

SHEETS

TOF

SEE LD101-LD108

SHEETS

NATURAL STONE

CAP TYPE 'F'

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

GRANITE NICHE

COVER, TYP.

PRECAST COLUMBARIA

NICHE UNIT, 5-HIGH

FLOWER GRAVEL STRIP,

SEE 4/LD109

TSW

SEE LD101-LD108

SHEETS

4" PERFORATED

DRAINTILE

CIP CONCRETE

FOOTING, SEE

STRUCTURAL

THICKENED EDGE

CONCRETE WALK

V A

R I E

S

℄ OF PIPE

VARIES, SEE

LG101 & LG102

CONTINUOUS SELF-ADHESIVE EPDM MEMBRANE,

OVERLAP 3", TERMINATE AT SEALANT. SET STONE

CAP IN MORTAR/GROUT BED, AS PER STONE AND

PRECAST COLUMBARIA MANUFACTURERS

REQUIREMENTS AND RECOMMENDATIONS.

D E

P T

H

T

O

I N

V E

R T

V A

R I E

R

E F

T

O F

A

D I N

G

P L A

N S

SACK-RUB FINISH ON ALL EXPOSED

CONCRETE

4" PERFORATED

DRAINTILE

CIP CONCRETE

FOOTING

SEE STRUCTURAL

THICKENED EDGE

CONCRETE WALK

4" PERFORATED

DRAINTILE

6" OVERHANG

AT FRONT, TYP.

3" OVERHANG

AT BACK, TYP.

6" OVERHANG

AT FRONT, TYP.

3" OVERHANG

AT BACK, TYP.

6" OVERHANG

AT NICHE, TYP.

6" OVERHANG

AT FRONT, TYP.

GRANITE NICHE

COVERS

AIR GAP

4" PERFORATED

DRAINTILE

PRECAST COLUMBARIA

NICHE UNIT, 5-HIGH

PRECAST COLUMBARIA

NICHE UNIT, 3-HIGH

1.5% MIN. SEE

GRADING PLAN

VARIES, SEE

LD101-LD108

SHEETS

5H SINGLE-SIDED

NICHE UNIT W/

BACKING RETAINING

WALL

FREE-DRAINING

AGGREGATE

FILTER FABRIC

1'-1"

V A

R I E

S

S

E E

G R

A D

I N

G

L D

L D

S H

E E

T S

M

I N

M

A X

1 2

M

I N

"R, TYP.

8"

4"

D E

C O

R A

T I V

E

P

E A

G R

A V

E L

M

I N

D E

P T

H

CONTRACTOR OPTION

TO PROVIDE FREE-DRAINING

AGGREGATE BELOW 1'-0" MIN. DEPTH

OF DECORATIVE PEA GRAVEL

THICKENED EDGE

CONCRETE WALK

THICKENED

EDGE

CONCRETE

SIDEWALK

ALONG FLOWER

GRAVEL STRIP,

TYP.

V A

R I E

S

M

I N

TSW

SEE LD101-LD108

SHEETS

TOF

SEE LD101-LD108

SHEETS

CIP CONCRETE FOOTING,

SEE STRUCTURAL

CIP CONC. STEM WALL,

SEE STRUCTURAL

SACK-RUB FINISH ON ALL

EXPOSED CONCRETE

LD109

FLOWER GRAVEL STRIP / NICHE UNIT BASE TYPICAL SECTION DETAIL

SCALE: 3" = 1'-0"

4" PERFORATED

DRAINTILE W/ SOCK

STORM SEWER

SEE CU101

LD109

LD109

3H SINGLE-SIDED NICHE

UNIT W/ BACKING MOSS

ROCK VENEER

DSJD

LD111

LD111

FLOWER GRAVEL STRIP,

SEE 4/LD109

MOSS ROCK VENEER

SCRATCH COAT

RAINSCREEN

DRAINAGE MAT

SS EXPANDED

MESH LATH

FABRIC LAYER

DAMP PROOFING

DAMP PROOFING

MOSS ROCK VENEER

SCRATCH COAT

RAINSCREEN

DRAINAGE MAT

SS EXPANDED

MESH LATH

CIP…