05 Final Design NMCP 899CM3030 Site Furnishings_PG 52-64_210815.pdf

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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 p c o l u m b a r i a p l a n t i n g b a s e b i d d w g e d i t j d e i t 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

BASE BID

OF 138

07/15/21

EXP. 06/30/22

OVERALL PLANTING PLAN

N

0 20' 40'

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

STORM WATER UTILITIES

PLAN NOTES

1. REFER TO SPECIFIC OPTION 1 PLAN SHEETS FOR

ADDITIONAL PLANTING / RESTORATION LIMITS.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS,

REVIEW WITH COR AND CEMETERY STAFF PRIOR TO

INSTALLATION.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEMS IS OPERATIONAL. REFER TO

IRRIGATION PLANS FOR ADDITIONAL INFORMATION.

LP100

OVERALL PLANTING PLAN

SCALE: 1" = 80'

COLUMBARIUM COURT

14 ENLARGEMENT,

SEE PLAN LP101

P

U

O

W

A

I

N

A

D

R

I

V

E

M

A

L

I

V

E

S

O

U

T

H

M

A

I

R

T

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I

N

N

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T

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O

U

T

I

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L

IN

K D

R

IV

E

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E

M

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I

I

V

E

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N

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T

H

O

U

T

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T

H

MAINTENANCE FACILITY

OVERLOOK

US FLAG POLE

MAIN CEMETERY GATE

DSJD 52

LP100

WU

SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS

WU 85 `AKIA CONT. 3 GAL. 12" HT., 12" SPD.

WIKSTROEMIA UVA-URSI

PLANT SCHEDULE OUTER DRIVE SOUTH

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 p c o l u m b a r i a p l a n t i n g b a s e b i d d i t j d e i t 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 14 PLANTING

PLAN

N

0 20' 40'

PLAN NOTES

1. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE

RESTORED. LIMITS OF RESTORATION ARE APPROXIMATE.

2. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS,

REVIEW WITH COR AND CEMETERY STAFF PRIOR TO

INSTALLATION.

3. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEMS IS OPERATIONAL. REFER TO

IRRIGATION PLANS FOR ADDITIONAL INFORMATION.

LP101

COLUMBARIUM COURT 14 (NORTH) AND OUTER DRIVE SOUTH PLANTING PLAN

SCALE: 1" = 20'

COLUMBARIUM 14

(NORTH) - SEE

ENLARGEMENT

COLUMBARIUM 14

(NORTH) - SEE

ENLARGEMENT

OUTER DRIVE SOUTH

INTERMENT SECTION 2

INTERMENT SECTION L

OVERLOOK PATH

INTERMENT SECTION H

INTERMENT SECTION 3

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

STORM WATER UTILITIES

SPECIMEN BOULDER

MOSS ROCK OUTCROPPING

SOD

LANDSCAPE EDGER

ROOT BARRIER

EXISTING TREE

DSJD 53

LP101

C

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

C O

PD2

PD2

PD2

Av

JC

ML

OV

Mp2

Mp2

CP

OJ

OR

CP

ML

OJ

ML

OV

ML

OR

OJ

CP

OR

OR

OR

OR

OJ

OR

CP

OJ

OJ

OR

OV

OV

OV

1,758

OJ

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O

C O

C O

C O

OV

5,536 sf

CC

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 p c o l u m b a r i a p l a n t i n g b a s e b i d d i t j d e i t 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 14 (NORTH) -

PLANTING PLAN

N

0 10' 20'

LP102

COLUMBARIUM COURT 14 (NORTH) - PLANTING PLAN

SCALE: 1" = 10'

LEGEND

KEY NOTES

PLAN NOTES

1. SEE PLAN SHEET LP103 FOR DETAILED PLANT SCHEDULE.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS,

REVIEW WITH COR AND CEMETERY STAFF PRIOR TO

INSTALLATION.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEMS IS OPERATIONAL. REFER TO

IRRIGATION PLANS FOR ADDITIONAL INFORMATION.

LANDSCAPE EDGER, SEE DETAIL 3 / LP501

MOSS ROCK OUTCROPPING, SEE DETAIL 8/LP501

ROOT BARRIER, 4/LP501

B

INTERMENT SECTION L

SPECIMEN BOULDER LEGEND

A

B

C

D

2'-6"L x 1'-6"W x 1'-6" HT

3'-6"L x 2'-0"W x 2'-0" HT

A

C

B

5'-0"L x 3'-0"W x 2'-6" HT

C

6'-0"L x 4'-0"W x 3'-6" HT

D

C

B

D

C

A

C

C

MATCHLINE OVERLAP AREA

(SHOWN FOR CLARITY)

C

B

B

A

RESTORE ALL DISTURBED

AREAS. LIMITS ARE

APPROXIMATE

OUTER DRIVE SOUTH

M A

T C

H

L I N

E

B

C

C

C D

D

C

1. SPECIMEN BOULDERS SHALL BE INSTALLED PER DETAIL

8/LP501

2. COR / LANDSCAPE ARCHITECT SHALL BE ON SITE DURING

THE INITIAL DAY OF INSTALLATION AND PROVIDE THE

CONTRACTOR WITH ADDITIONAL AESTHETIC GUIDANCE IN

PLACEMENT OF THE STONES.

3. MINIMUM DIMENSIONS FOR BOULDERS SHALL BE:

EXISTING CONTOURS

PROPOSED CONTOURS

STORM WATER UTILITIES

SPECIMEN BOULDER

MOSS ROCK OUTCROPPING

SOD

LANDSCAPE EDGER

ROOT BARRIER

EXISTING TREE

DSJD 54

LP102

C

C O

C O

C O

C O

C O

C O

OJ

OJ

OJ

TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL REMARKS

Av 2 SUNSET PALM F.S. RELOCATED

ARECA VESTIARIA

JC 8 COMPACT SPICY JATROPHA (DWARF) 15 GAL.

JATROPHA INTEGERRIMA `COMPACTA`

PD2 8 DWARF SINGAPORE WHITE PLUMERIA CONT. 25 GAL. 2.5" CAL., 8` HT. MIN.

PLUMERIA OBTUSA `DWARF`

SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS

Mp2 44 ORANGE JESSAMINE CONT. 3 GAL. 30" HT., 18" SPD. MIN.

MURRAYA PANICULATA

PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS

CP 17 SPOTTED CROTON 1 GAL.

CODIAEUM VARIEGATUM 'PICTUM'

GROUND COVERS QTY COMMON / BOTANICAL NAME CONT SPACING

5,822 SF BUFFELGRASS HYDROSEED

CENCHRUS CILIARUS

1,739 SF CELEBRATION BERMUDA GRASS SOD

CYNODON DACTYLON `CELEBRATION`

68 LAUA'E IKI FERN 4" POT 18" o.c. PLANT 18" O.C.

MICROSORUM SCOLOPENDRUM 'LAUA'E IKI'

893 WHITE CLUMPING LILYTURF 4" POT 18" o.c.

OPHIOPOGON JABURAN 'VITTATUS'

2,681 MONDO GRASS 4" POT 18" o.c.

OPHIOPOGON JAPONICUS

462 BLACK MONDO GRASS 4" POT 18" o.c.

OPHIOPOGON PLANISCAPUS 'NIGER'

PLANT SCHEDULE COLUMBARIA 14 (NORTH)

GROUND COVERS QTY COMMON / BOTANICAL NAME CONT SPACING REMARKS

3,147 SF BUFFELGRASS HYDROSEED

CENCHRUS CILIARUS

5,753 SF CELEBRATION BERMUDA GRASS SOD

CYNODON DACTYLON `CELEBRATION`

223 MONDO GRASS 4" POT 18" o.c.

OPHIOPOGON JAPONICUS

PLANT SCHEDULE COLUMBARIUM 14 (NORTH) - DEDUCT

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 p c o l u m b a r i a p l a n t i n g b a s e b i d d i t j d e i t 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 14 (NORTH) -

PLANTING PLAN

N

0 10' 20'

LP103

COLUMBARIUM COURT 14 (NORTH) - PLANTING PLAN

SCALE: 1" = 10'

M A

T C

H

L I N

E

INTERMENT SECTION 2

MATCHLINE OVERLAP AREA

(SHOWN FOR CLARITY)

RESTORE ALL DISTURBED

AREAS. LIMITS ARE

APPROXIMATE

RESTORE ALL DISTURBED

AREAS. LIMITS ARE

APPROXIMATE

LEGEND

KEY NOTES

PLAN NOTES

1. SEE PLAN SHEET LP103 FOR DETAILED PLANT SCHEDULE.

2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS

DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.

3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS,

REVIEW WITH COR AND CEMETERY STAFF PRIOR TO

INSTALLATION.

4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE

IRRIGATION SYSTEMS IS OPERATIONAL. REFER TO

IRRIGATION PLANS FOR ADDITIONAL INFORMATION.

LANDSCAPE EDGER, SEE DETAIL 3 / LP501

MOSS ROCK OUTCROPPING, SEE DETAIL 8/LP501

ROOT BARRIER, 4/LP501

EXISTING CONTOURS

PROPOSED CONTOURS

STORM WATER UTILITIES

SPECIMEN BOULDER

MOSS ROCK OUTCROPPING

SOD

LANDSCAPE EDGER

ROOT BARRIER

EXISTING TREE

DSJD 55

LP103

SPECIMEN BOULDER OUTCROPPING -

SIZE VARIES, SEE PLAN

PLACEMENT PER PLAN AND AS

DIRECTED LA / COR

LAVA ROCK GROUND COVER -

4"-6" DEEP X 4" X 12" FACE

DIMENSION TYP. MAX. 1" JOINT

PEDESTRIAN CONCRETE

LANDSCAPE CURB

6" MIN. COMPACTED

AGGREGATE BASE

3" +/- MORTAR SETTING BED

" DEEP RECESSED, 1"

MAX WIDE DRY MIX

MORTAR JOINT, TYP.

IRRIGATION SLEEVE,

SEE IRRIGATION

PLANS

COMPACTED /

UNDISTURBED

SUBGRADE

GROUND COVER PER PLANTING PLAN

PLANTING SOIL

LANDSCAPE CURB

PEDESTRIAN CONCRETE

ROOT BARRIER

PREPARED LANDSCAPE BED

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 p c o l u m b a r i a p l a n t i n g b a s e b i d d i t j d e i t 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

PLANTING DETAILS

2"

O

R

I

G

I

N

O

P

E

O

R

I

G

I

N

O

P

E

NOTE:

-3" DP. SHREDDED HARDWOOD MULCH SHALL BE USED IN

ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES

ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED

OTHERWISE.

-MULTI-STEM TREES SHALL NOT RECEIVE STAKING.

THEY SHALL CONFORM TO ALL OTHER DECIDUOUS

TREE PLANTING REQUIREMENTS.

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER

TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST BRANCH

LAWN OR PLANTING BED EDGE

(SPADE EDGE IN ALL LAWN AREAS)

6" MIN. DIA. EARTH SAUCER

(2) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (NW & SE)

3" DEPTH

HARDWOOD MULCH

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

FINISHED GRADE

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF ROOTBALL

PLANTING SOIL

MOUND MIN. 6"

UNDISTURBED OR COMPACTED SOIL

AFTER EXPOSING

TREE ROOT FLAIR,

PLANT SO ROOT

FLAIR IS AT 2"

ABOVE ADJACENT

FINISH GRADE

NORTHWEST

PREVAILING

WINDS

SOUTHEAST

PREVAILING

WINDS

TREE TIE SECURED TO

STAKE. SECURE TO TREE

WITH ANTI-CHAFFING

MATERIAL. ALLOW FOR

MOVEMENT OF TREE.

(2) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (NW & SE)

HARDWOOD MULCH

LAWN

NOTE:

-3" DP. SHREDDED HARDWOOD MULCH SHALL BE USED IN

ALL LANDSCAPE PLANTINGS AREAS AND UNDER TREES

ISOLATED FROM PLANTING AREAS UNLESS IDENTIFIED

OTHERWISE.

-MULTI-STEM TREES SHALL NOT RECEIVE STAKING.

THEY SHALL CONFORM TO ALL OTHER DECIDUOUS

TREE PLANTING REQUIREMENTS.

3x

ROOT

BALL

2"

CENTER TREE IN HOLE, UPRIGHT

SINGLE STRAIGHT LEADER

TREE TIE SECURED TO STAKE. SECURE TO

TREE WITH ANTI-CHAFFING MATERIAL.

ALLOW FOR MOVEMENT OF TREE.

WRAP TREE WITH TREE WRAPPING

MATERIAL AS SPECIFIED TO 1ST BRANCH

LAWN OR PLANTING BED EDGE

(SPADE EDGE IN ALL LAWN AREAS)

6" MIN. DIA. EARTH SAUCER

(2) TREE STAKES DRIVEN A MIN. 2'

BELOW GRADE (NW & SW)

3" DEPTH HARDWOOD MULCH

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

FINISHED GRADE

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF

ROOTBALL

PLANTING SOIL

MOUND MIN. 6"

UNDISTURBED OR COMPACTED SOIL

AFTER EXPOSING

TREE ROOT FLAIR,

PLANT SO ROOT

FLAIR IS AT 2"

ABOVE ADJACENT

FINISH GRADE

LAWN

P L A

N

T I

G

B

D

BOUNDARY BETWEEN LAWN AND

PLANTING AREA AS SHOWN ON PLAN

STEEL LANDSCAPE EDGING 1/4"

THICK BY 8" DP.

LANDSCAPE EDGING STAKE

16" LONG x 10ga INSTALLED

4 PER EVERY 10 LN. FT

3" DP. MULCH

LANDSCAPE FABRIC IF SPECIFIED

SPECIFIED PLANTING SOIL

SUBGRADE

6" DEEP

SHOVEL CUT

NOTE:

- KEEP MULCH APPX. 2" OFF PLANT TRUNK OR STEM

- SEE PLANT SCHEDULE FOR EACH PLANT'S APPROPRIATE O.C.

SPACING

O

C

S

P

A

C

I

N

G

C

S P

A C

I N

G

EDGE OF GROUNDCOVER

AREA/WALK EDGE

DISTANCE FROM EDGE

IS THE SPECIFIED

O.C. SPACING

TRIANGULAR SPACE,

AT SPECIFIED O.C.

DISTANCE - EQUIDISTANT

PLANT CENTER

HARDWOOD MULCH

ROOTBALL

PLANTING SOIL

NATIVE SOIL

LP501

PLANT SPACING / LAYOUT DETAIL

SCALE: NTS

CENTER TREE IN HOLE, UPRIGHT

3x

ROOT

BALL

2"

SECURE BATTENS WITH TWO (2) -

" STEEL

BANDS TO SECURE BATTENS DURING

PLANTING PROCESS. DO NOT NAIL BATTENS

TO PALM TRUNK. HEIGHT OF BATTENS

SHALL BE LOCATED IN RELATION TO THE

HEIGHT OF THE PALM.

THREE (3) 2X4 WOOD BRACES STAKED WITH

A 2 X 4 X 24" STAKE PAD BURIED 3" BELOW

GRADE.

FIVE (5) - 2 X 4 X 16" WOOD BATTENS,

SPACED EVENLY.

STEEL BAND

TOE NAIL WOOD BRACES TO

BATTENS, DO NOT NAIL INTO

PALM TRUNK.

FIVE (5) LAYERS OF BURLAP

SHALL BE WRAPPED

AROUND THE PALM TRUNK

PRIOR TO INSTALLATION OF

WOOD BATTENS.

3" DEPTH HARDWOOD MULCH

3" HEIGHT TAMPED WATER BASIN AT

EDGE OF EARTH SAUCER

FINISHED GRADE

REMOVE BURLAP, TWINE, ROPE AND

WIRE FROM TOP HALF OF

ROOTBALL

PLANTING SOIL

MOUND MIN. 6"

UNDISTURBED OR COMPACTED SOIL

AFTER EXPOSING

TREE ROOT FLAIR,

PLANT SO ROOT

FLAIR IS AT 2"

ABOVE ADJACENT

FINISH GRADE

LP501

NOT IN USE

SCALE: NTS

LP501

LANDSCAPE EDGER DETAIL

SCALE: NTS

LP501

TREE ROOT BARRIER

SCALE: NTS

LP501

DECIDUOUS TREE PLANTING DETAIL

SCALE: NTS

LP501

DECIDUOUS TREE ON SLOPE PLANTING DETAIL

SCALE: NTS

LP501

DECIDUOUS TREE STAKING DETAIL

SCALE: NTS

LP501

PALM TREE PLANTING DETAIL

SCALE: NTS

LP501

LAVA ROCK GROUND COVER AND MOSS ROCK BOULDER DETAIL

SCALE: NTS

NOTE:

1. PREPARE ADJACENT AGGREGATE BASE AND SUBGRADE AS REQUIRED.

2. TRENCH TO APPROPRIATE DEPTH FOR INSTALLATION OF ROOT BARRIER SO THAT TOP

OF BARRIER IS 2" BELOW FINISH GRADE (TOP OF ADJACENT PAVEMENT).

3. PLACE ROOT BARRIER IN TRENCH, PER MANUFACTURERS INSTRUCTIONS.

4. BACKFILL AND COMPACT MATERIAL PER SPECIFICATIONS.

5. PLACE FORM MATERIAL FOR ADJACENT PAVEMENT AGAINST BARRIER.

DSJD 56

LP501

SITE FURNISHINGS & SIGNAGE

PLAN - OVERALL

N

0 100' 200'

P

U

O

W

A

I

I

V

E

M

A

I

R

T

H

M

A

I

U

T

H

I

N

N

I

S

T

I

N

N

I

S

T

O

U

T

I

S

T

O

U

T

I

S

T

O

V

E

R

L

O

O

K

E

X

I

S

T

I

N

G

C

O

L

U

M

B

A

R

I

A

C

O

U

T

NEW PUBLIC RESTROOM LOCATION

SEE SHEETS C-301 FOR DETAILS

(BASE BID)

M

E

M

O

R

I

A

L

L

IN

K D

R

IV

E

MAINTENANCE

AREA

O

U

T

I

S

T

NEW COLUMBARIUM 14

SEE LS101

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 s o v e r a l l s i t e 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

OF 138

07/15/21

EXP. 06/30/22

NEW PUBLIC RESTROOM LOCATION

SEE SHEET ##### FOR DETAILS

(BASE BID)

SHEET NOTES

SIGNAGE TYPES:

TEMPORARY CONSTRUCTION - SEE 1/LS102

SIGN TYPES

SP-24.01

SP-24.04

VISITORS INFORMATION / REGULATIONS - SEE 3/LS102

SIGN TYPES

NC-01.01-A-C2

NC-01.01-B-C2

DIRECTORY - SEE 1/LS104

SIGN TYPES

NC-02.01-C2

POST & PANEL - SEE 1/LS103

SIGN TYPES

NC-04.01-C2

NC-04.02-C2

NC-04.03-C2

NC-04.04-C2

NC-04.05-C2

TRAFFIC / REGULATORY - ACCESS - SEE 3&4/LS104

SIGN TYPES

NC-03.09-M1

1. CONTRACTOR SHALL STAKE LOCATIONS OF SIGNS, UTILITIES,

AND IRRIGATION TO VERIFY SIGNAGE DOES NOT IMPACT

EXISTING CONDITIONS. PRIOR TO INSTALLATION, FINAL

LOCATIONS AND ORIENTATION WILL REQUIRE COR APPROVAL

2. SEE LP SERIES FOR LANDSCAPE PLANS.

3. SEE CIVIL SERIES FOR ROADWAY GRADING AND UTILITY LANS

AND PROFILES.

CNDS

LS100

CNDS 57

BASE BID

CONTRACTOR TO UPDATE

DIRECTORY SIGN AT P.I.C.

ADMIN BUILDING 3002

LOCATION AS PART OF BASE

BID PACKAGE. SEE 1 / LS104

SITE FURNISHINGS & SIGNAGE

PLAN - COLUMBARIUM 14

N

0 20' 40'

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 s o v e r a l l s i t e p l a n l a r g e 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

6'L BENCH, SEE 1/LS101

FLOWER WATERING STATION, SEE 1/LS201

POST & PANEL

MESSAGE LAYOUT "A3"

POST & PANEL

MESSAGE LAYOUT "A2"

SCALE:

SITE FURNISHING & SIGNAGE ENGLARGEMENT

COLUMBARIAN 14 & OUTER DRIVE

1"=20" (42" X 30" PAPER)

SCALE:

SITE FURNISHING & SIGNAGE ENGLARGEMENT

CEMETERY ENTRANCE

1"=20" (42" X 30" PAPER)

N

0 20' 40'

OPTION 1 SEE LS201

POST & PANEL

MESSAGE LAYOUT "A1"

SHEET NOTES

SITE FURNISHING KEY NOTES

NATIONAL CEMETERY SIGNAGE KEY:

NC - 04 . 02 - B - M1 (A)

PROJECT SIGN PLACARD #

POST STYLE / FAMILY

SIGN CONFIGURATION /

VIEW / LAYOUT

SIGN SIZE (SPECIFIC TO TYPE)

SIGN TYPE

NATIONAL CEMETERY SIGN DESIGNATION

SIGNAGE TYPES:

TEMPORARY CONSTRUCTION - SEE 1/LS102

SIGN TYPES

SP-24.01

SP-24.04

VISITORS INFORMATION / REGULATIONS - SEE 3/LS102

SIGN TYPES

NC-01.01-A-C2

NC-01.01-B-C2

DIRECTORY - SEE 1/LS104

SIGN TYPES

NC-02.01-C2

POST & PANEL - SEE 1/LS103

SIGN TYPES

NC-04.01-C2

NC-04.02-C2

NC-04.03-C2

NC-04.04-C2

NC-04.05-C2

TRAFFIC / REGULATORY - ACCESS - SEE 2&3/LS104

SIGN TYPES

NC-03.09-M1

1. CONTRACTOR SHALL STAKE LOCATIONS OF SIGNS, UTILITIES,

AND IRRIGATION TO VERIFY SIGNAGE DOES NOT IMPACT

EXISTING CONDITIONS. PRIOR TO INSTALLATION, FINAL

LOCATIONS AND ORIENTATION WILL REQUIRE COR APPROVAL

2. SEE LP SERIES FOR LANDSCAPE PLANS.

3. SEE CIVIL SERIES FOR ROADWAY GRADING AND UTILITY LANS

AND PROFILES.

COLUMBARIUM

COURT 13

P

U

O

W

I

A

I

V

E

CNDS 58

LS101

TRAFFIC REGULATORY

NO PARKING/TOW AWAY

TRAFFIC REGULATORY

ACCESSIBLE PARKING

NOTE:

ANY SEAM IN METAL TO BE FLAT SEAM - SEAMS TO BE HORIZONTAL

AND OCCUR BETWEEN LINES OF LETTERING.

ALL LETTERING TO BE PAINTED BLACK

WITH EXCEPTION OF PROJECT TITLE

WHICH IS TO BE BLUE

M

A X

M

A X

M I N

6"

8'-0"

CENTER TO BE WHITE

SURROUNDING

BORDER TO BLUE

BACKGROUND TO BE

PAINTED WHITE

BORDER MEMBER PAINTED BLACK

PAINT BORDER

MEMBER BLACK

ENAMEL

OPTIMA BOLD

STYLE 5" HIGH

LETTERING

2"X4" FRAME AND

BRACES IN SAME

PLANE

METAL FACE

WHITE ENAMEL

2"X4" FRAME

AND BRACE IN

BACK

METAL FACE

STRETCH METAL FACE

TIGHT, TURN OVER FRAME

AND SECURE WITH FLAT

HEAD DEFORMED NAILS.

LETTERING TO BE OPTIMA

BOLD STYLE 1 1/2" HIGH TO

BE CENTERED HORIZONTAL

4"X4" POSTS

PAINTED WHITE

ELEVATION

SECTION

ON CENTERLINE

TEMPORARY CONSTRUCTION

SIGNS TO BE FIELD LOCATED.

VERIFY LOCATION WITH SOR/COR.

SP24.1

V

A R

I E

S

4'-0"

BLUE

BLUE OUTLINE WITH

WHITE INTERIOR

JOINT

BRACING

4"X4" POST

FIN. GRADE

BRACING SEE

CONSTRUCTION

SIGN DETAIL THIS

SHEET

RED

RED

WHITE

BLUE

ELEVATION

WOOD STRIPS

TEMPORARY

CONSTRUCTION SIGNS TO

BE FIELD LOCATED. VERIFY

LOCATION WITH SOR/COR.

SP24.04

PLACEMENT:

1. SIGHT TRIANGLE AT INTERSECTIONS

AND DRIVEWAYS FOR SAFETY

REASONS, SIGNS SHALL NOT BE

PLACED IN THE SIGHT TRIANGLE

(SHADED AREA) WHERE THEY CAN

OBSCURE A DRIVER'S VISION.

2. ENSURE THE LOCATION OF A SIGN

DOES NOT BLOCK A DRIVER’S VISION

OF PEDESTRIANS. NO SIGNS IN THE

SIGHT TRIANGLE APPLIES TO

ROADWAY INTERSECTIONS AS WELL

AS DRIVEWAYS.

3. TRAFFIC REGULATORY SIGNS SUCH

AS STOP, YIELD, STREET, AND

PEDESTRIAN CROSSING ARE AN

EXCEPTION TO THIS RULE.

4. WHEN INSTALLING SIGNS ADJUST

LOCATIONS FOR UTILITIES,

IRRIGATION LINES AND STREET

TREES.

SIGNS SHALL NOT BE INSTALLED IN THIS

AREA EXCEPT TRAFFIC REGULATORY

AND STREET SIGNS

DIRECTIONAL SIGN

BACK OF

CURB (B.O.C.)

BACK OF

CURB (B.O.C.)

BACK OF

CURB (B.O.C.)

SECTION MARKER

TRAFFIC REGULATORY SIGN

STREET SIGN

10'-0"

2'-0"

ROADWAY

0"

R E

C E

E

A

3'-0"

ALUMINUM SIGN PANEL

WELDED TO CONTINUOUS

SQUARE TUBULAR FRAME;

SEE SPECIFICATIONS FOR

COLOR & FINISH

1- 3/4" HT. TITLE LETTERING &

1- 1/4" HT. BODY LETTERING,

OPTIMA BOLD TYPE FACE,

INITIAL CAP AND LOWER

CASE; SEE SIGNAGE

SCHEDULE FOR COPY

CAST STONE MASONRY POST;

RECESS = 2 1/4" X 2'-6" X 3/8"

DP (3) SIDES; NO RECESS ON

INSIDE OF POSTS

V A

R I E

S

S I G

N

P

A N

E L

POST CONNECTION

QTY. (2) PER SIDE

4'-0" TO BACK OF

CURB OR WALK, TYP.

FINISHED

GRADE

CAST STONE

MASONRY COLLAR

POST SETTING

MESSAGE LAYOUT A

MESSAGE LAYOUT B

SIGNAGE DETAILS 1

SCALE:

TEMPORARY CONSTRUCTION SIGNAGE: SP24.01 & SP24.04

1"- 1'

SCALE:

SIGNAGE PLACEMENT

1"- 5'

NATIONAL CEMETERY SIGNAGE KEY:

NC - 04 . 02 - B - M1 (A)

PROJECT SIGN PLACARD #

POST STYLE / FAMILY

SIGN CONFIGURATION /

VIEW / LAYOUT

SIGN SIZE (SPECIFIC TO TYPE)

SIGN TYPE

NATIONAL CEMETERY

SIGN DESIGNATION

SCALE:

INFORMATION / REGULATIONS

SIGNAGE: NC-01.01-C2

1"- 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 s d e t a i l 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

GENERAL SIGNAGE NOTES:

1. REFER TO THE VA/NCA CEMETERY SIGNAGE DESIGN GUIDE FOR

SPECIFICS ON LINE SPACING AND BORDERS / MARGINS. THE

SIGNAGE GUIDE CAN BE FOUND AT:

https://www.cfm.va.gov/til/signs/Signage12-Cemetery.pdf

2. ALL PANEL SIGNAGE FONTS SHALL BE "OPTIMA BOLD" UNLESS

OTHERWISE NOTED.

DSJD

LS102

DSJD 59 137

R E

C E

E

A

3'-0"

ALUMINUM SIGN

PANEL WELDED TO

CONTINUOUS

SQUARE TUBULAR

FRAME; SEE

SPECIFICATIONS

FOR COLOR & FINISH

2 1/2" HT. LETTERING,

OPTIMA BOLD TYPE

FACE, INITIAL CAP

AND LOWER CASE;

SEE SIGNAGE

SCHEDULE FOR COPY

CAST STONE MASONRY

POST; (3) SIDES;

NO RECESS ON INSIDE

OF POSTS

4'-0" TO BACK OF

CURB OR WALK, TYP.

V A

R I E

S

S I G

N

P

A N

E L

FINISHED

GRADE

CONCRETE MOW

COLLAR

POST SETTING

POST CONNECTION

QTY. (2) PER SIDE

SIGNAGE DETAILS 2

SCALE:

POST & PANEL SIGNAGE: NC-04.01-C2, NC-04.02-C2, NC-04.03-C2, NC-04.04-C2, NC-04.05-C2

2"=1'-0"

NATIONAL CEMETERY SIGNAGE KEY:

NC - 04 . 02 - B - M1 (A)

PROJECT SIGN PLACARD #

POST STYLE / FAMILY

SIGN CONFIGURATION /

VIEW / LAYOUT

SIGN SIZE (SPECIFIC TO TYPE)

SIGN TYPE

NATIONAL CEMETERY

SIGN DESIGNATION

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 s d e t a i l 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

SCALE:

2B

POST & PANEL SIGNAGE: OPTION 1

2"=1'-0"

SCALE:

2A

POST & PANEL SIGNAGE: BASE BID

2"=1'-0"

MESSAGE LAYOUT B1 MESSAGE LAYOUT B2 MESSAGE LAYOUT B3

MESSAGE LAYOUT A1

MESSAGE LAYOUT A2 MESSAGE LAYOUT A3

1 8

1 8

GENERAL SIGNAGE NOTES:

1. REFER TO THE VA/NCA CEMETERY SIGNAGE

DESIGN GUIDE FOR SPECIFICS ON LINE SPACING

AND BORDERS / MARGINS. THE SIGNAGE GUIDE

CAN BE FOUND AT:

https://www.cfm.va.gov/til/signs/Signage12-Cemetery.pdf

2. ALL PANEL SIGNAGE FONTS SHALL BE "OPTIMA

BOLD" UNLESS OTHERWISE NOTED.

CTDS

LS103

CTDS 60 137

R E

C E

E

A

V A

R I E

S

S I G

N

P

A N

E L

ALUMINUM SIGN PANEL WELDED TO

CONTINUOUS SQUARE TUBULAR

FRAME; SEE SPECIFICATIONS FOR

COLOR & FINISH

FIBER REINFORCED

PANEL WITH COLOR

GRAPHIC

CAST STONE MASONRY POST;

RECESS = 2 1/4" X 2'-6" X 3/8" DP (3)

SIDES; NO RECESS ON INSIDE OF

POSTS. SEE NOTE 2 BELOW.

POST CONNECTION

QTY. (2) PER SIDE

SEE 1 / LS105

FINISHED

GRADE

CONCRETE MOW COLLAR.

SEE NOTE 2 BELOW.

POST SETTING

4'-0" TO BACK OF

CURB OR WALK, TYP.

SEE NOTE 2 BELOW

4'-0"

FINISHED CONCRETE OR

GROUND SURFACE

2" SCH 40

GALVANIZED

STEEL POST

18 GAUGE STEEL WITH

BLUE BACKGROUND,

1/2" WHITE BORDER, 1"

WHITE LETTERS AND

WHITE DISABLED

SYMBOL, ALL OF

REFLECTIVE SHEETING

16 GAUGE STEEL

MOUNTING BRACKET,

2 EACH SIGN

GALVANIZED STEEL

POST CAP

12"

8"

NON-REINFORCED

CONCRETE FOOTING

VAN ACCESSIBLE

PARKING PANEL

FINISHED CONCRETE OR

GROUND SURFACE

2" SCH 40

GALVANIZED

STEEL POST

18 GAUGE STEEL WITH

BLUE BACKGROUND,

1/2" WHITE BORDER, 1"

WHITE LETTERS AND

WHITE DISABLED

SYMBOL, ALL OF

REFLECTIVE SHEETING

16 GAUGE STEEL

MOUNTING BRACKET,

2 EACH SIGN

GALVANIZED STEEL

POST CAP

12"

8"

NON-REINFORCED

CONCRETE FOOTING

SIGNAGE DETAILS 3

SCALE:

DIRECTORY SIGNAGE: NC-02.01-C2

2"=1'-0" SCALE:

TRAFFIC REGULATORY - TALL

METAL POST - NC-03.09-M1 - ACCESSIBILE PARKING

2"=1'-0"

NATIONAL CEMETERY SIGNAGE KEY:

NC - 04 . 02 - B - M1 (A)

PROJECT SIGN PLACARD #

POST STYLE / FAMILY

SIGN CONFIGURATION /

VIEW / LAYOUT

SIGN SIZE (SPECIFIC TO TYPE)

SIGN TYPE

NATIONAL CEMETERY

SIGN DESIGNATION

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 s d e t a i l 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

SCALE:

TRAFFIC REGULATORY - TALL

METAL POST - NC-03.09-M1 - NO PARKING/TOW AWAY

2"=1'-0"

GENERAL SIGNAGE NOTES:

1. REFER TO THE VA/NCA CEMETERY SIGNAGE DESIGN

GUIDE FOR SPECIFICS ON LINE SPACING AND BORDERS /

MARGINS. THE SIGNAGE GUIDE CAN BE FOUND AT:

https://www.cfm.va.gov/til/signs/Signage12-Cemetery.pdf

2. ALL PANEL SIGNAGE FONTS SHALL BE "OPTIMA BOLD"

UNLESS OTHERWISE NOTED.

DSJD

LS104

DSJD 61

DIRECTORY SIGNAGE NOTES:

1. FINAL LAYOUT SHALL BE DETERMINED DURING CONSTRUCTION BY THE A/E AND THE VA/NCA.

2. CONTRACTOR TO SALVAGE/RE-USE THE CAST STONE MASONRY POSTS, AND CONCRETE MOW COLLAR, OF THE EXISTING

DIRECTORY SIGN AT THE P.I.C ADMIN BUILDING 3002 UNLESS THEIR CONDITION IS DETERMINED TO REQUIRE REPLACEMENT.

R

E C

E S

S

T

Y P

S

I D

E S

1 2

1/8" ALUMINUM SIGN PANEL

WELDED TO FRAME; CONTINUOUS

WELDS GROUND SMOOTH

3/16"Ø X 3" SS BOLT & EXPANSION

SHIELD

CAST STONE MASONRY POST;

LIGHT SANDBLAST FINISH

SS WASHER, TYP.

1" SQ. TUBULAR ALUMINUM FRAME (1/8"

WALL THICKNESS), CORNERS MITERED,

WELDED AND GROUND SMOOTH

NEOPRENE WASHER, TYP.

CONTINUOUS WELD, GROUND

SMOOTH

FIELD DRILLED HOLE

EXPANSION SHIELD

SS WASHER, TYP.

1" SQ. TUBULAR ALUMINUM FRAME (1/8"

WALL THICKNESS), CORNERS MITERED,

WELDED AND GROUND SMOOTH

NEOPRENE

WASHER, TYP.

CONTINUOUS WELD, GROUND

SMOOTH

3/16"Ø X 3" SS BOLT AND

EXPANSION SHIELD

CONTINUOUS WELD,

GROUND SMOOTH

FIELD DRILLED HOLE

EXPANSION SHIELD

1/8" ALUMINUM SIGN PANEL

WELDED TO FRAME; CONTINUOUS

WELDS GROUND SMOOTH

CAST STONE MASONRY

POST, TYP.

TEMPORARY CONSTRUCTION

SIGN PANEL MOUNTING

M

I N

VARIES

CONCRETE MOW

COLLAR

CAST STONE

MASONRY POST

FINISHED GRADE

COMPACTED

AGGREGATE

SUBGRADE

4" TOPSOIL

4"

1"

1"

R

E C

E S

S

T

Y P

A L

L

S

I D

E S

1 2

C

H A

M F

E R

T

Y P

A

G

E S

1 2

TOP ELEVATION

SECTION PLAN VIEW

CAST STONE MASONRY POST

WITH 1" CHAMFER ON ALL SIDES

& TOP; LIGHT SANDBLAST FINISH

NOTE:

SEE INDIVIDUAL SIGN TYPE

DETAILS FOR

" RECESS HEIGHT

AND LOCATION ON OVERALL POST

(3) #3 EQUALLY

SPACED REBAR

CAST STONE

MASONRY POST;

LIGHT SANDBLAST

FINISH

CAST STONE

MASONRY POST;

LIGHT SANDBLAST

FINISH

" RECESS (BELOW);

ALL SIDES

PLAN

ELEVATION

8"

2'-0"

1 2

CAST STONE

MASONRY

POST

NO SEALANT BETWEEN POST

AND COLLAR:

COLLAR TO FLOAT ON

GRAVEL BASE

1/2"CHAMFER 4

SIDES; TOP ONLY

REINFORCED CONCRETE

MOW COLLAR

PLAN

ELEVATION

8"

2'-0"

1 2

CAST STONE MASONRY POST

NO SEALANT BETWEEN POST

AND COLLAR:

COLLAR TO FLOAT ON GRAVEL

BASE

1/2"CHAMFER 4 SIDES;

TOP ONLY

REINFORCED CONCRETE

MOW COLLAR

SIGNAGE DETAILS 4

SCALE:

CAST STONE MASONRY/CONCRETE POST DETAIL

3"=1'-0"

SCALE:

SIGN POST SETTING

3"=1'-0"

SCALE:

SIGN PANEL MOUNTING DETAIL

6"=1'-0"

SCALE:

CONCRETE MOW COLLAR DETAIL

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

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 s d e t a i l 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

GENERAL SIGNAGE NOTES:

1. REFER TO THE VA/NCA CEMETERY SIGNAGE DESIGN

GUIDE FOR SPECIFICS ON LINE SPACING AND BORDERS

/ MARGINS. THE SIGNAGE GUIDE CAN BE FOUND AT:

https://www.cfm.va.gov/til/signs/Signage12-Cemetery.pdf

2. ALL PANEL SIGNAGE FONTS SHALL BE "OPTIMA BOLD"

UNLESS OTHERWISE NOTED.

DSJD

LS105

DSJD 62 137

BENCH FOOT

ANCHORING DETAIL

ENLARGEMENT

FRONT VIEW

E.Q.

VARIES, SEE PLANS

NOTES:

1. SEE PLAN FOR CONCRETE

SCORING PATTERNS

2. SEE SPECIFICATIONS FOR

ADDITIONAL BENCH

INFORMATION

PLAN VIEW

V A

R I E

S

S

A

N S

VARIES; SEE PLANS

SIDE VIEW

3'-6"

E.Q.

M

I N

M

I N

3 8

T

Y P

" THICK NEOPRENE

WASHER / SHIM, BELOW

EACH BENCH FOOT

3 8

1 8

2'-0

2'-0

ANCHOR BOLTS, BELOW

REFER TO ENLARGEMENT

COLOR TO BE POWDER-

COATED VICTOR

STANLEY BRONZE OR

APPROVED EQUIVALENT

TO MATCH EXISTING.

CONCRETE PAVEMENT

(VARIES, SEE PLAN)

CONCRETE PAVEMENT

(VARIES, SEE PLAN)

S.S. LOCK WASHER

3/8" DIA. BY 3" LONG

S.S. EXPANSION BOLT

SEE ENLARGEMENT FOR

ANCHOR DETAIL

CONCRETE PAVEMENT

(VARIES, SEE PLAN)

S.S. ACORN TOP NUT

FLAT S.S. WASHER

SITE FURNISHINGS DETAILS 1

SCALE:

BENCH (NOTE: BENCH MATCHEXISTING BENCH STYLE ON SITE)

2"=1'-0"

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 s d e t a i l 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

GENERAL SIGNAGE NOTES:

1. REFER TO THE VA/NCA CEMETERY SIGNAGE DESIGN GUIDE FOR

SPECIFICS ON LINE SPACING AND BORDERS / MARGINS. THE

SIGNAGE GUIDE CAN BE FOUND AT:

https://www.cfm.va.gov/til/signs/Signage12-Cemetery.pdf

2. ALL PANEL SIGNAGE FONTS SHALL BE "OPTIMA BOLD" UNLESS

OTHERWISE NOTED.

CTDS

LS106

CTDS 63 137

FINISHED GRADE

CAST STONE MASONRY POST; 7-1/2" SQ. X 7'-6"

W/ 1" CHAMFER @ ALL EXPOSED CORNERS &

3/8" RECESSED AREA (4 1/4" X 6-3/4" X 3/8" DP) (2

SIDES PARALLEL TO STEET OR SIDEWALK);

CAST W/ (3) #3 REBAR EQUALLY SPACED, FINISH

AS SPECIFIED

1 4

SECURE W/ (2) 3/16" X 2" S.S. TAMPER-PROOF

SCREWS & EXPANSION SHIELDS

1'-6"

BRONZE ESCUTCHEON PLATE

C

L

TO CENTER

OF RECEPTACLE

1/8" THICK ALUMINUM SIGN PANEL;

"DO NOT DRINK" SIGN - SEE DETAIL

12" X 22" CONCRETE

VALVE BOX WITH METAL LID

1/2" COPPER TYPE K DOMESTIC

PIPING FROM CURB STOP

VALVE/PRESSURE REDUCING

REGULATOR TO SPIGOT ASSEMBLY

CURB STOP VALVE

1'-6"

BRASS PRESSURE REDUCING

REGULATOR

2" X 3/4" REDUCER

2" 90° ELBOW

Flower Vases

TRASH AND VASE

RECEPTACLES

PVC PIPE RISER

" WASHED ROUND GRAVEL

" WASHED ROUND GRAVEL

3/4" COPPER TYPE K

DOMESTIC PIPING FROM

PVC SUPPLY TO CURB

STOP VALVE/PRESSUE

REDUCING REGULATOR

SMOOTH FINISH, SELF

CLOSING BRONZE SPIGOT

BRICK

CONCRETE PAVING

SEE 6/CS-501

8'-0"

FLOWER VASE RECEPTACLE WITH

ATTACHED FLORAL REGULATION SIGN.

BACK OF CURB

OR EDGE OF

COLUMBARIUM

COURT

CONCRETE PAVEMENT

4'-0"

C

L

1'-6"

1'-6"

" WASHED ROUND GRAVEL

R=12"

7-1/2" SQ. CAST STONE MASONRY POST WITH

BRONZE SPIGOT INSTALLATION. ALL PLUMBING

TO BE CAST INTO CONCRETE SIGN POST FOR

CONNECTIONS AFTER INSTALLATION.

C

L R

T

Y P

1/2" COPPER TYPE K DOMESTIC PIPING FROM CURB

STOP VALVE/PRESSURE REDUCING REGULATOR TO

SPIGOT ASSEMBLY

CURB STOP

VALVE

1'

2% MAX

SLOPE EITHER

DIRECTION

LOCATION

REFERENCE

POINT

12" X 22" CONCRETE

VALVE BOX WITH METAL LID

2" X 3/4" REDUCER

2" 90° ELBOW

4'-0"

CONCRETE PAVEMENT AT

BACK OF CURB. SEE PLAN

3/4" COPPER TYPE K

DOMESTIC PIPING FROM

PVC SUPPLY TO CURB

STOP VALVE/PRESSUE

REDUCING REGULATOR

BRASS PRESSURE

REDUCING REGULATOR

1 4

FINISHED GRADE

R

1'-6"

CONCRETE FOOTING

3/8" WASHED ROUND GRAVEL

(12" MIN. DEPTH), COMPACTED

FILTER FABRIC,

12" MINIMUM DEPTH

FLUSH CURB OR

COLUMBARIUM

COURT PAVEMENT

COMPACTED SUBGRADE

C

1'-9"

L

3/4" COPPER TYPE K DOMESTIC PIPING

FROM PVC SUPPLY TO CURB STOP

VALVE/PRESSUE REDUCING

REGULATOR

TO CENTER

OF RECEPTACLE

90° SOLDER

COPPER ELBOW

TRASH AND VASE

RECEPTACLES (SHOWN

BEYOND)

CONCRETE PAVING

SEE 6/CS-501

BOTTOM

VIEW

LID PLAN

VIEW

TAPERED FORMED LID

SPECIAL HINGED LID W/ FLORAL

REGULATIONS DECAL ATTACHED

SEE LID PLAN VIEW AND SECTION

STEEL HANDLE

STEEL HANDLE

3/4" SQUARE HOLE FOR

ANCHOR BOLT

STAINLESS STEEL

RIVETS

STAINLESS

STEEL PIANO

HINGE; FULL

LENGTH

FLORAL

REGULATIONS

DECALS

VINYL COATED GALVANIZED

STEEL AIRCRAFT SECURITY

CABLE

A

A'

NOTES:

1. SEE SPECIFICATIONS FOR METAL TRASH AND FLOWER

VASE RECEPTACLES.

2. ONLY SECURE (BOLT DOWN) SITE FURNISHINGS AFTER

INFIELD REVIEW AND WRITTEN APPROVAL OF LOCATIONS

BY RE.

LID SECTION A-A'

1' 2-1/2"

" TYP.

1/4"Ø HOLES TO RECEIVE

3/16"Ø X 2" SS

TAMPER-PROOF SCREWS

WITH EXPANSION

SHIELDSSCREWS, TYP.

1" HT. LETTERING;

OPTIMA BOLD TYPE FACE

3 4

1 2

R

1 7

1 4

1/8" THICK ALUMINUM

SIGN PANEL; BLACK

BACKGROUND W/ WHITE

TEXT AND RED & WHITE

SYMB., TYP.

NOTE:

1. SIGNS TO BE INSTALLED ON FLOWER

WATERING STATION POST; SEE 1/LS107

SITE FURNISHINGS DETAILS 2

SCALE:

FLOWER WATERING STATION

2"=1'-0"

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 s d e t a i l 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

GENERAL SIGNAGE NOTES:

1. REFER TO THE VA/NCA CEMETERY SIGNAGE DESIGN

GUIDE FOR SPECIFICS ON LINE SPACING AND

BORDERS / MARGINS. THE SIGNAGE GUIDE CAN BE

FOUND AT:

https://www.cfm.va.gov/til/signs/Signage12-Cemetery.pdf

2. ALL PANEL SIGNAGE FONTS SHALL BE "OPTIMA

BOLD" UNLESS OTHERWISE NOTED.

DSJD

LS107

DSJD 64 137