06 Final Design NMCP 899IC3029_CM3030 New Restroom_PG 65-82_ 210815.pdf

LEGEND

EXISTING ASPHALT PAVEMENT

REMOVE ASPHALT PAVEMENT

REMOVE CONCRETE PAVEMENT

REMOVE PAVERS

REMOVE CURB & GUTTER

REMOVE WATERLINE

REMOVE SANITARY SEWER

REMOVE UNDERGROUND ELECTRIC

REMOVE UNDERGROUND COMMUNICATION

CONSTRUCTION LIMITS

SILT FENCE

BIO-ROLL

FULL DEPTH SAWCUT

REMOVE TREE

REMOVE SIGN

REMOVE HYDRANT

TREE PROTECTION FENCE

KEY NOTES

REMOVE EXISTING PUBLIC RESTROOM AND ALL ASSOCIATED

INFRASTRUCTURE AND UTILITY LINES

REMOVE DOMESTIC WATERMAIN

REMOVE SANITARY SEWER

REMOVE UNDERGROUND ELECTRIC LINE

REMOVE STORM MANHOLE STRUCTURE

REMOVE SANITARY MANHOLE STRUCTURE

CAP AND ABANDON UTILITY LINE IN-PLACE

REMOVE SIGN AND ASSOCIATED CONCRETE FOOTING AND BASE

FULL DEPTH

REMOVE FLOWER WATERING STATION

REMOVE BOLLARDS AND ASSOCIATED CONCRETE FOOTING AND

BASE FULL DEPTH

FULL DEPTH SAW-CUT TO OCCUR AT NEAREST PAVING JOINT

OUTSIDE THE LIMIT OF WORK

PROTECT AND RE-INSTALL MONUMENT (TYP.)

REMOVE BENCH AND ASSOCIATED CONCRETE FOOTING AND BASE

FULL DEPTH

REMOVE RETAINING WALL AND ASSOCIATED CONCRETE FOOTING

AND BASE FULL DEPTH

TRANSPLANT EXISTING PALMS. SEE LP SERIES FOR ADDITIONAL

INFORMATION

PROTECT EXISTING SECTION MARKER TO REMAIN

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 c i v i l c a d f i l e s b i d d o c s s h e e t s d a d d a l t d e m o d w g e d i t m t o l k k i n n s a v e d

A

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

07/15/21

EXP. 04/30/22

OF 138

N

D-301

MTEH

DEMOLITION NOTES

1. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER UNLESS DIRECTED OTHERWISE. ( SEE GEOTECHNICAL REPORT BY KOKUA

GEOTECHNICAL, LLC DATED JUNE 23, 2020)

2. EXISTING ASPHALT, CONCRETE, AND CONCRETE CURB TO BE REMOVED AND DISPOSED OF OFFSITE. DISPOSE OF ACCORDING TO LOCAL AND STATE POLLUTION REGULATION

STANDARDS.

3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND DISPOSAL CERTIFICATIONS.

4. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO BEGINNING DEMOLITION WORK.

5. ALL EXISTING BURIED UTILITY LINE LOCATIONS ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION EXISTING UTILITIES PRIOR TO EXCAVATION, DEMOLITION

OR RECONNECTION. CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811" UNDERGROUND UTILITIES LOCATION CENTER.

6. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

7. INSTALL SILT FENCE ON ALL DOWN SLOPE AREAS PER SWPPP PLANS AND ADJUST AND/OR REINSTALL AS NECESSARY FOR PAVEMENT REMOVALS. SEE EROSION CONTROL PLAN FOR

DETAILS.

8. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT THE ENTIRE PROJECT. PERMITS SHALL BE IN-PLACE PRIOR TO BEGINNING ANY

CONSTRUCTION ACTIVITIES. NOTIFY APPROPRIATE UTILITY COMPANIES OF ANY AND ALL PROPOSED WORK.

PUBLIC RESTROOM - DEMOLITION PLAN

SCALE: 1" = 10'

PUBLIC RESTROOM - DEMOLITION

PLAN

I

N

N

E

R

D

I

V

N

O

R

T

H

OUTER DRIVE NORTH

EXISTING COLUMBARIA COURT 13

REMOVE ELECTRIC HANDHOLE

0 20' 40'

VICINITY MAP

65 137

FULL DEPTH ASPHALT PAVEMENT

RECONSTRUCTION

EXISTING ASPHALT PAVEMENT

NEW CONCRETE PAVEMENT

EXISTING CONCRETE PAVEMENT

NEW CURB AND GUTTER

INTERMENT SECTION LIMITS

CONSTRUCTION LIMITS

KEY NOTES

NEW ROLL CURB. SEE DETAIL 5/CD101

NEW PEDESTRIAN CONCRETE PAVEMENT. SEE DETAIL 1/CD101

NEW ASPHALT PAVEMENT. SEE DETAIL 2/CD101

NEW VERTICAL CURB. SEE DETAIL 7/CD101

NEW CONCRETE VALLEY GUTTER. SEE DETAIL 8/CD101

PROTECT MEMORIAL PAVERS TO REMAIN

VERTICAL CURB TO ROLL CURB/ VALLEY GUTTER/ FLUSH CURB

TRANSITION. SEE DETAIL 11/CD101

ROLL CURB TO CONCRETE VALLEY GUTTER & VERTICAL CURB

TRANSITION. SEE DETAIL 12/CD101

FLUSH CURB. SEE DETAIL 4/CD101

ROLL CURB TO FLUSH CURB/ VALLEY GUTTER. SEE DETAIL 13/CD101

HANDICAP STALL. SEE DETAIL 5/CD102

LANDSCAPE CURB. SEE DETAIL 8/CD101

FULL DEPTH SAW-CUT

PEDESTRIAN CROSSWALK. SEE DETAIL 1/CD103

PEDESTRIAN CROSSWALK. SEE DETAIL 2/CD103

NEW RETAINING WALL. SEE STRUCTURAL

NEW FLOWER WATERING STATION. SEE DETAIL 1/LS107

MILL & OVERLAY ASPHALT PAVEMENT. SEE DETAIL 3/CD101

NEW WHEEL STOP. SEE DETAIL 8/CD103

0+00

1+00

2+00

3+00

B P

0+00

B P

P

T

P

C

0+00

1+00

2+00

3+00

B P

SAW-CUT

Station=1+48.45

POINT OF INTERSECTION

OUTER DRIVE= STA. 1+58.58

INNER DRIVE= STA. 0+00.00

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

07/15/21

EXP. 04/30/22

OF 138

C-301

PUBLIC RESTROOM - SITE PLAN

SITE PLAN NOTES

PUBLIC RESTROOM - SITE PLAN

SCALE: 1" = 10'

0 20' 40'

MTEH

N

R

9.6'

NEW PUBLIC RESTROOM

9.0'

1. ALL HANDICAPPED STALLS AND ACCESS RAMPS SHALL COMPLY WITH

CURRENT ADA STANDARDS.

2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT THE ENTIRE PROJECT.

PERMITS SHALL BE IN-PLACE PRIOR TO BEGINNING ANY

CONSTRUCTION ACTIVITIES. NOTIFY APPROPRIATE UTILITY

COMPANIES OF ANY AND ALL PROPOSED WORK.

ADD ALT 2 - OUTER DRIVE - HORIZONTAL GEOMETRY - STA. 0+00 - 3+20

SCALE: NTS

OUTER DRIVE NORTH

I

N

N

I

O

R

T

H

R

LEGEND

ADD ALT 2 - INNER DRIVE - HORIZONTAL GEOMETRY - STA. 0+00 - 3+20

SCALE: NTS

R

8.0'8.0'

9.0'

3.9'

ALIGN EDGES OF NEW SIDEWALK WITH EXISTING STAIRS

VICINITY MAP

66 137

LEGEND

KEY NOTES

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

SILT FENCE. SEE DETAIL 15/CD101

INLET SEDIMENT PROTECTION. SEE DETAIL 16/CD101

BIO-ROLL. SEE DETAIL 17/CD101

PEDESTRIAN RAMP LANDING. MAX 2% SLOPE IN ALL

DIRECTIONS

ADD ADJUSTING RINGS TO EXISTING STRUCTURE TO

MATCH PROPOSED SIDEWALK ELEVATION.

TW 800.1

BW 800.1

0+00

1+00

2+00

3+00

B P

P C

S T

A

D E

S I G

N

S

P E m i h

ME 354.38

ME FL 355.05

TBC 355.20

FL 354.78

TBC 356.55

FL 356.05

ME 357.09

ME FL 349.58

FL 348.80

TBC 349.30

FL 348.04

TBC 348.54

FL 348.11

TBC 348.61

ME FL 357.22

8.2%

ME 340.46

ME 338.45ME 338.45

ME 338.03

ME 337.72

6.4%

TBC 355.00

FL 354.58

C

O

ME 339.41

ME 339.42

TC 338.40

ME 338.21

ME TBC 338.15

ME 338.95

ME 339.33

TBC 339.13

FL 338.63

FL 343.99

TBC 344.04

FL 343.90

TBC 343.94

FL 343.90

TBC 343.94

FL 343.90

TBC 343.94

FL 343.45

TBC 343.95

ME FL 342.03

ME 341.90

ME 343.30

TC 343.99

FL 343.74

TBC 344.24

FL 344.05

TBC 344.55

1.2%

1.5%

344.00

344.00

344.00

344.10

TW 346.53

ME 343.17

ME 341.96

5.3%

FL 342.62

TBC 343.12

TC 342.97

TC 342.97

TC 342.89

344.10

344.10

344.10

344.13

344.02

344.03

344.03

344.07

344.07344.07

344.09

344.09

344.10

344.06

C

O

R 344.01

R 340.80

R 345.35

343.61

343.71

343.81

344.05

343.87

343.88

345.71

344.17

344.00

342.27

343.25

TC 341.99

FL 341.40

TBC 341.90

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 c i v i l c a d f i l e s d d o c s s h e e t s a d d a l t g r a d i n g d i t e h e d m v e d

P 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

07/15/21

EXP. 04/30/22

OF 138

CG301

PUBLIC RESTROOM - GRADING

PLAN

PUBLIC RESTROOM - GRADING PLAN

SCALE: 1" = 10'

0 10' 20'

MTEH

N

NEW PUBLIC RESTROOM

FFE = 344.1

RETAINING WALL

TOP OF CAP = 346.53

SEE STRUCTURAL FOR DETAILS.

GRADING PLAN NOTES

1. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PROVIDED BY THE OWNER ON A SURVEY PREPARED BY ANDERSON ENGINEERING. ALL EXISTING BURIED UTILITY LINE LOCATIONS

ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING EXITING UTILITIES PRIOR TO EXCAVATION, DEMOLITION OR RECONNECTION. CONTRACTOR SHALL VERIFY

BURIED UTILITY LOCATIONS WITH "811" UNDERGROUND UTILITIES LOCATION CENTER.

2. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK.

0 5' 10'

N

SEE INSET A

INSET A

SCALE: 1" = 5'

NEW PUBLIC RESTROOM

FFE = 344.10

EXISTING STAIRS TO REMAIN.

VICINITY MAP

NEW UNDERGROUND COMMUNICATION

NEW UNDERGROUND ELECTRIC

NEW 6" SANITARY SEWER

NEW 4" DOMESTIC WATERMAIN

NEW 6" IRRIGATION WATERMAIN

WATERMAIN TIE-IN. SEE DETAIL 1/CD102

CAP UTILITY LINE AND SURVEY END POINT FOR FUTURE

SYSTEM UPGRADES

NEW GATE VALVE. SEE DETAIL 5/CD103

NEW 8" DIA. SURFACE DRAIN. SEE DETAIL 4/CD103

NEW ROOF DRAIN DOWNSPOUT CONNECTION. SEE DETAIL

3/CD103

NEW COLUMBARIA FLOWER STRIP CLEANOUT. SEE DETAIL

6/CD103

NEW GREENSPACE CLEANOUT. SEE DETAIL 7/CD103

NEW 4" PVC PERFORATED DRAINTILE

NEW 6" PVC SOLID DRAINTILE

N/A

NEW

" TYPE K COPPER WATER SERVICE

NEW 1" PVC WATERMAIN

LEGEND

NEW UNDERGROUND ELECTRIC

NEW UNDERGROUND COMMUNICATION

NEW 2" DOMESTIC WATERMAIN

NEW 4" DOMESTIC WATERMAIN

NEW

" WATERMAIN SERVICE

NEW 1" PVC WATERMAIN

NEW 6" IRRIGATION WATERMAIN

NEW SANITARY SEWER

NEW WATERMAIN FITTINGS

NEW SANITARY SEWER MANHOLE

NEW STORM SEWER

NEW DRAINTILE

NEW STORM SEWER STRUCTURES

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM SEWER STRUCTURES

EXISTING WATERLINE

INTERMENT SECTION LIMITS

KEY NOTES

W6

W w1 w1

0+00

1+00

2+00

3+00

B P

P C

55 LF 6" SAN @ 4.00%

SMH-03

RIM 340.48

INV 335.73 (6" IN)

INV 335.63 (6" OUT)

L

F

S

SMH-04

RIM 338.15

INV 335.09 (6" IN)

SMH-01

RIM 356.41

INV 349.50 (6" OUT)

INV 349.60 (6" IN)

INV 338.93

INV 337.17

SMH-02

RIM 343.50

INV 337.89 (6" OUT)

INV 337.99 (6" IN)

C

O

W

W

W

W

W

W

W6

W6

W6

W6

W6

W6

W6

W6

W6

W6

C

O

13 LF 6" HDPE ST @ 3.00%

10 LF 6" HDPE ST @ 4.00%

4 LF 4" HDPE ST @ 5.00%

18 LF 6" HDPE ST @ 4.00%

4 LF 4" HDPE ST @ 5.00%

26 LF 6" HDPE ST @ 4.00%

2 LF 6" HDPE ST @ 4.00%

EX. STRUCTURE

RIM 340.00

INV 338.50 (6" IN)

INV 335.2 (12" OUT)

INV 339.55

INV 340.27

2 LF 6" HDPE ST @ 4.00%

INV 340.65

CO-201

RIM 341.27

INV 340.73 (6" OUT)

200 LF 6" PVC SAN @ 5.77%

1+00

2+00

3+00

3+17

9 LF 4" SAN @ 4.00%

25 LF 4" SAN @ 4.00%

CLEAN-OUT

R. 343.45

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 c i v i l c a d f i l e s d d o c s s h e e t s a d d a l t u t i l i t i e 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

07/15/21

EXP. 04/30/22

OF 138

CU301

PUBLIC RESTROOM - UTILITY PLAN

PUBLIC RESTROOM - UTILITY PLAN

SCALE: 1" = 10'

0 10' 20'

MTEH

N

SHEET NOTES

1. CONTRACTOR TO PROVIDE INLET PROTECTION ON ALL STORM DRAIN INLETS PER DETAILS 16/CD101 AND 19/CD101

2. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

3. WATERMAIN SHALL COMPLY WITH INSTALLATION REQUIREMENTS PER LATEST EDITION OF HAWAII WATER SYSTEM STANDARDS.

NEW PUBLIC RESTROOM

45 LF 2" PVC DOMESTIC WATER SERVICE

WATER INV. = 341.40

SEE SHEET CU302 FOR SANITARY PROFILE

VICINITY MAP

BACKFLOW PREVENTER (BFP). SEE SPEC

SECTION 331000. INSTALL IN-GROUND BOX

PER MANUFACTURER'S RECOMMENDATIONS

AND ACCESS REQUIREMENTS.

6 LF CONCRETE JACKET

68 137

NEW UNDERGROUND COMMUNICATION

NEW UNDERGROUND ELECTRIC

NEW 6" SANITARY SEWER

NEW 4" DOMESTIC WATERMAIN

NEW 6" IRRIGATION WATERMAIN

WATERMAIN TIE-IN. SEE DETAIL 1/CD102

CAP UTILITY LINE AND SURVEY END POINT FOR FUTURE

SYSTEM UPGRADES

NEW GATE VALVE. SEE DETAIL 5/CD103

NEW 8" DIA. SURFACE DRAIN. SEE DETAIL 4/CD103

NEW ROOF DRAIN DOWNSPOUT CONNECTION. SEE DETAIL

3/CD103

NEW COLUMBARIA FLOWER STRIP CLEANOUT. SEE DETAIL

6/CD103

NEW GREENSPACE CLEANOUT. SEE DETAIL 7/CD103

NEW 4" PVC PERFORATED DRAINTILE

NEW 6" PVC SOLID DRAINTILE

N/A

NEW

" TYPE K COPPER WATER SERVICE

NEW 1" PVC WATERMAIN

LEGEND

NEW UNDERGROUND ELECTRIC

NEW UNDERGROUND COMMUNICATION

NEW 2" DOMESTIC WATERMAIN

NEW 4" DOMESTIC WATERMAIN

NEW

" WATERMAIN SERVICE

NEW 1" PVC WATERMAIN

NEW 6" IRRIGATION WATERMAIN

NEW SANITARY SEWER

NEW WATERMAIN FITTINGS

NEW SANITARY SEWER MANHOLE

NEW STORM SEWER

NEW DRAINTILE

NEW STORM SEWER STRUCTURES

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM SEWER STRUCTURES

EXISTING WATERLINE

INTERMENT SECTION LIMITS

KEY NOTES

W6

W w1 w1

0+00

1+00

2+00

3+00

3+17

S M

H

R I

I N

V

S

W

I N

V

N

E

S M

H

R

I N

V

S

W

I N

V

N

E

P

S M

H

R

I N

V

N

E

I N

V

S

53 L F

P V

C S

A N

.0 0%

S M

H

R

I N

V

N

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 c i v i l c a d f i l e s d d o c s s h e e t s a d d a l t u t i l i t i e 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

07/15/21

EXP. 04/30/22

OF 138

CU302

PUBLIC RESTROOM - UTILITY

PROFILE

0 10' 20'

MTEH

N

PUBLIC RESTROOM - SANITARY SEWER PROFILE

SCALE: H 1" = 10' V 1"=5'

EXISTING ELEVATION

PROPOSED ELEVATION

PROPOSED GRADE

EXISTING GROUND

SHEET NOTES

1. CONTRACTOR TO PROVIDE INLET PROTECTION ON ALL STORM DRAIN INLETS PER DETAILS 16/CD101 AND 19/CD101

2. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

3. WATERMAIN SHALL COMPLY WITH INSTALLATION REQUIREMENTS PER LATEST EDITION OF HAWAII WATER SYSTEM STANDARDS.

EXISTING 12" STORM

4" PVC DOMESTIC LINE

UNDERGROUND

COMMUNICATIONS

CONCRETE DUCT BANK

VICINITY MAP

6 LF CONCRETE JACKET

69 137

1+00 2+00 3+00

P C

PW

BR

CF

Cr

OJ

OV

PW

C

O

C

O

C O

C

O

C

O

C

O

C

O

CO

TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL REMARKS

Cr 1 SAGO PALM F.S. RELOCATED

CYCAS REVOLUTA

SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS

BR 2 RASPBERRY ICE BOUGAINVILLEA CONT. 5 GAL. 24" HT, 18" SPD. MIN.

BOUGAINVILLEA X 'RASPBERRY ICE'

CF 10 TI PLANT CONT. 3 GAL. 24" HT., MIN.

CORDYLINE FRUTICOSA

Mp2 26 ORANGE JESSAMINE CONT. 3 GAL. 30" HT., 18" SPD. MIN.

MURRAYA PANICULATA

PW 18 WHEELER`S DWARF PITTOSPORUM CONT. 5 GAL. 24" HT., 18" SPD. MIN.

PITTOSPORUM TOBIRA `WHEELER`S DWARF`

WU 20 `AKIA CONT. 3 GAL. 12" HT., 12" SPD.

WIKSTROEMIA UVA-URSI

PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS

CP 3 SPOTTED CROTON 1 GAL.

CODIAEUM VARIEGATUM 'PICTUM'

GROUND COVERS QTY COMMON / BOTANICAL NAME CONT SPACING REMARKS

Cc2 3,675 SF CELEBRATION BERMUDA GRASS SOD

CYNODON DACTYLON `CELEBRATION`

LC 180 CREEPING LILY TURF 4" POT 18" o.c. PLANT 18" O.C.

LIRIOPE SPICATA

ML 182 LAUA'E IKI FERN 4" POT 18" o.c. PLANT 18" O.C.

MICROSORUM SCOLOPENDRUM 'LAUA'E IKI'

PLANT SCHEDULE RESTROOM

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 a d d a l t e r n a t e d i t j d e i t n r 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

RESTROOM PLANTING PLAN

N

0 20' 40'

PUBLIC RESTROOM PLANTING PLAN

SCALE: 1" = 10'

COLUMBARIA 13

INTERMENT SECTION U

DSJD 70

LP300

AE201

AE201

'-4

/4

A B

1' -6

3'

-1

3 3/8" 3 3/8"

1/

4"

8' -5

"H O

LD

5'

-8

3/

8"

'-0

/8

'-3

/4

1/

8"

3/ 8"

1' -8

2' -2

5'

-0

2'-0"

6 5/8"

6 5/8"

WOMENS

MENS

EQUIP

OPNG

'-8

4' -0

EXPOSED CONC SLAB,

SLOPE 1/8"/FT TO DRAIN

AS INDICATED BY SLOPE

DRAINAGE ARROWS, TYP

SS3

SS3

SS5

6'-8"

SS2 A6

A6

SS2

SS3

SS3SS5

SS2

FD

FD

1'-3"

4'-0" 2'-0"

4' -9

1' -9

SS4

SS6SS6

AE601

AE601

XN6

SLOPE FLOOR 1/8"/FT TO

FLOOR DRAIN AS

INDICATED BY SLOPE

DRAINAGE ARROWS, TYP

SLOPE FLOOR 1/8"/FT TO

TO FLOOR DRAIN AS

INDICATED BY SLOPE

DRAINAGE ARROWS, TYP

SS7

2'-4"

SS7

E Q

E Q

AE601

A

LI

G N

14'-6"

1' -6

/4

1' -4

SEE FLOOR PLAN

KEYNOTE 'FL13'

AE201

AE201

AE201

AE201

AE501

A B

WOMENS

MENS

EQUIP

A M

B U

LA

T

O R

Y

3' -0

"C

LR

5' -4

"C

LR

5'-0"CLR

5' -0

"C

LR

2' -1

0" C

LR

HI-LO DRINKING FOUNTAINS

1'-9"

FL1

FL3

FL3

FL4

FL4

FL5

FL5

FL6

AE501 1

FL9

FL9

FL11

FL11

FL12

FL14

FL15

3'-0"

FL14

FL15

10"

FL2

FL2

FL8

FL17

FL18 FL18

FL18

1' -6

1' -0

1'-0"

2'-0"

1' -6

/4

DOWNSPOUT

DOWNSPOUT

AE301

AE301

FL2

FL10

FL2

FL13

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF CONSTRUCTION

WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY BE

NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL DRAWINGS DUE TO CHANGES

AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING ALONG WITH OTHER SYSTEMS. THIS

INCIDENTAL WORK SHALL BE PART OF THIS CONTRACT, AND ALL TRADES SHALL INSPECT THESE

AREAS, ASCERTAIN WORK REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT

REQUIREMENTS AT NO ADDITIONAL COST.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH THE

EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT AND FIELD VERIFY

ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO DEMOLITION AND

CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES.

4. WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO PATCH AND REPAIR ANY

OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE RATING.

5. FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR PENETRATING THE FIREPROOFING

SHALL BE REQUIRED TO REPLACE FIREPROOFING TO THE ORIGINAL CONDITION AND FIRE

RATING, AT THE SUBCONTRACTORS EXPENSE.

6. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY, VERIFY SIZE WITH

MANUFACTURER.

7. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR EQUIPMENT SHALL

BE VERIFIED WITH THE RESPECTIVE TRADE.

8. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE TYPES WITH

TRADES WHICH REQUIRE THEM.

9. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS REQUIRED BY

MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION.

10. STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND SYMBOLS MAY DIFFER FROM

ARCHITECTURAL. SEE RESPECTIVE SECTIONS AND/OR DRAWINGS FOR DEFINITIONS.

11. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FRT PLYWOOD BACKING

BEHIND ALL SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE.

12. ALL FIRE RESISTIVE RATED WALLS SHALL BE CONSTRUCTED OF MATERIALS / ASSEMBLIES

MEETING THE RATING INDICATED, TERMINATE AT THE DECK ABOVE WITH A TESTED HEAD OF

WALL ASSEMBLY AND ALL PENETRATIONS SHALL BE SEALED WITH A TESTED ASSEMBLY. ALL

SMOKE PARTITIONS SHALL BE CONSTRUCTED OF MATERIALS THAT RESIST THE PASSAGE OF

SMOKE, TERMINATE AT THE DECK ABOVE WITH A JOINT SEALED WITH FIRE CAULK AND ALL

PENETRATIONS SHALL BE SEALED WITH FIRE CAULK.

13. PROVIDE AND INSTALL ONE COAT HOOK ON THE INTERIOR FACE OF EACH TOILET PARTITION

DOOR. MOUNT HOOK AT 4'-0" AFF, CENTER HORIZONTALLY ON DOOR.

1. REFER TO PROJECT MANUAL SPECIFICATION SECTION 09 60 00 'SCHEDULE FOR FINISHES" FOR

SPECIFIC PRODUCT SELECTION BASIS OF DESIGN AND OTHER REQUIREMENTS

2. FIELD FINISH VENTS, GRILLES, ACCESS PANELS, PLUG STRIPS, TO MATCH SURFACE ON

WHICH THEY OCCUR UNLESS OTHERWISE INDICATED. EXCEPTION: ITEMS WITH FACTORY WHITE

FINISH OCCURRING ON WHITE GYPSUM BOARD CEILING SHALL NOT BE PAINTED. STAINLESS

STEEL ITEMS SHALL NOT BE PAINTED

3. FIELD VERIFY ALL NEW CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

INSTALLATION

4. LOCATE CHANGES IN FLOOR FINISH MATERIAL UNDER CENTERLINE OF CLOSED DOOR UNLESS

OTHERWISE INDICATED

5. PROVIDE CLEAR SILICONE SEALANT AT PERIMETER OF PLUMBING FLOOR DRAINS, CLEAN OUTS, ETC IN RESILIENT AND CERAMIC TILE FLOORS

6. PROVIDE SEALANT TO HORIZONTAL AND VERTICAL INTERIOR CERAMIC TILE CORNERS, COLOR TO

MATCH GROUT COLOR

7. PROVIDE SEALANT AT JOINT BETWEEN COUNTER TOP, BACK OR SIDE SPLASH AND WALLS

8. PROVIDE CLEAR SILICONE SEALANT AT THE BASE OF DOOR FRAME TO RESILIENT AND CT

FLOORING, TYP. SEE PLANS AND ROOM FINISH SCHEDULE FOR FLOOR FINISH LOCATIONS

9. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED PTE-5, UNLESS NOTED OTHERWISE IN THE

ROOM OPENING SCHEDULE

10. CEILING HEIGHTS AND MATERIALS/FINISHES CALLED OUT IN ROOM FINISH SCHEDULE ARE FOR ENTIRE CEILING OR MAJORITY OF THAT ROOM, UNLESS OTHERWISE INDICATED. SEE REFLECTED CEILING PLAN FOR CHANGES IN CEILING MATERIAL AND CEILING HEIGHT. PAINT ALL SURFACES

OF SOFFIT SAME COLOR AS INDICATED

11. COLOR SELECTIONS ARE BASED ON USE OF PRODUCTS INDICATED IN THE PROJECT MANUAL SPECIFICATION. IF MANUFACTURERS OTHER THAN THOSE INDICATED ARE USED, ARCHITECT MAY

REVISE COLOR SELECTIONS OF OTHER FINISHES TO ENSURE PROPER COORDINATION

12. PAINT ALL FIRE EXTINGUISHER CABINETS TO MATCH COLOR OF THE ADJACENT WALLS. WHERE

CABINET IS SPECIFIED TO BE STAINLESS STEEL, DO NOT PAINT.

13. CEILING HEIGHTS ARE MEASURED FROM FINISH FLOOR

14. EXTERIOR EXPOSED CONCRETE FLOOR SURFACE TO FINISHED WITH CS-1 CONCRETE SEALANT, INCLUDING PORTIONS OF FLOOR SLAB BEYOND EXTERIOR WALL FOOTPRINT, TYP

FINISHES - GENERAL NOTES

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR AND

FRAME TO REMAIN

DOOR

INTERIOR BORROWED

LIGHT

101B

101A

8'-0"

DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR ELEVATION

INDICATOR TAG2B

AE2O1

EXTERIOR ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

CT CERAMIC TILE

CS CONCRETE SEALER

PTE EXTERIOR PAINT

PPT PORCELAIN TILE (FLOOR AND BASE)

RB RESILIENT BASE

S SOLID SURFACE

P PAINT

ROOM FINISH LEGEND &

ABBREVIATIONS

MATERIAL INSTALL

DIRECTION

KEYNOTECORNER GUARD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

CG

VCTCPT

AF10

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1 GRAVESITE LOCATOR

FL2 LINE OF ROOF OVERHANG ABOVE

FL3 FRP CLAD TAPERED COLUMN

FL4 EDGE OF CONC SLAB - SEE STRUCT AND CIVIL

FL5 FACADE MATERIAL TRANSITION

FL6

FULLY RECESSED FIRE EXTINGUISHER CABINET, CENTER HORIZONTALLY

ON WING WALL

FL7 NOT USED

FL8 ELEC PANEL WITH INTEGRAL TRANSFORMER; SEE ELEC

FL9 HORIZONTAL WALL-MOUNTED DIAPER CHANGING STATION

FL10 WALL HYDRANT

FL11 PUSH PLATE FOR AUTOMATIC DOOR OPERATOR

FL12 12" X 24" SST SHELF FOR GSL LAPTOP

FL13

REINFORCE WALL WITH ADDITIONAL STEEL STUD BACKING/BLOCKING AS

REQUIRED TO SUPPORT 300 POUND STATIC LOAD AT DRINKING FOUNTAIN.

SEE DETAIL

FL14 PROVIDE (1) GFCI OUTLET AT SIDE OF LAVATORY

FL15 RECESSED COMBO PAPER TOWEL DISPENSER / WASTE RECEPTACLE

FL16 NOT USED

FL17 RETAINING WALL W/ ST-4 STONE CAP - SEE STRUCTURAL

FL18 HORIZONTAL CAP JOINT. REFER TO TYP DETAILS /3 AE301

/12 AE601

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BIDDING DOCUMENTS

NO SPRINKLERS

Office of Design and Construction

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical, Technology & Structural

Engineering:

IMEG, Inc.

623 26th Avenue

Rock Island, IL 61201

(309) 788-0673

Wade Ross

BIDDING DOCUMENTS

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

Geotechnical Engineering:

Geolabs, Inc.

2006 Kalihi St

Honolulu, HI 96819

(808)913-5150

Robin Kim

BASE BID

OF 138

C U s e rs

\P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

R

E S

T R

O O

M -R

C

D u q u e

L D

L E

T .r v t

/1

/2

:1

:1

A

M

AE111

RESTROOM FLOOR PLANS

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

HONOLULU, HAWAII

899CM3030

JULY 15, 2021 BB CM/CD

15785

1/4" = 1'-0"

FIRST FLOOR DIMENSION PLAN

0 4' 8'2'

1/4" = 1'-0"

FIRST FLOOR PLAN

0 4' 8'2'

ROOM FINISH SCHEDULE

NO. NAME

WALL FINISH

FLOOR FINISH BASE FINISH CEILING FINISH REMARKSNORTH EAST SOUTH WEST

101 WOMENS CT-2 CT-3 CT-2 CT-3/CT-8 PPT-1 PPT-4 (COVE) GWB CT-7 BULLNOSE AT WINDOW SILL

102 MENS CT-3 CT-2 CT-3/CT-8 CT-2 PPT-1 PPT-4 (COVE) GWB CT-6 BULLNOSE AT WINDOW SILL

103 EQUIP P-1 P-1 P-1 P-1 CS-1 RB-1 N/A

SS-5 COUNTERTOP/LAVATORY DUPONT CORIAN - WILLOW -

TS-1 METAL TRANSITION STRIP SCHLUTER SYSTEMS SCHIENE STAINLESS STEEL V2A HEIGHT: TBD BY INSTALLER TO MATCH FLOOR HEIGHT

PF-1 TOILET PARTITIONS BRADLEY PHENOLIC CORE W/ FUSED MALAMINE FINISH TO MATCH WILSONART AMBER CHERRY 7919

MISC. FINISHES

GWB-1 GYPSUM BOARD COMPLY W/ SECTION 092900 PAINT P-4 -

CEILINGS

CT-8 CERAMIC WALL TILE DALTILE COLOR WHEEL CLASSIC, MATTE DESERT GRAY 3"X6" INSTALLATION: STACK BOND

CT-7 CERAMIC WALL TILE DALTILE COLOR WHEEL CLASSIC, MATTE ARCHITECTURAL GREY 3"X6" BULLNOSE TRIM

CT-6 CERAMIC WALL TILE DALTILE COLOR WHEEL CLASSIC, MATTE ARCTIC WHITE 3"X6" BULLNOSE TRIM

CT-3 CERAMIC WALL TILE DALTILE COLOR WHEEL CLASSIC, MATTE ARCHITECTURAL GREY 3"X6" INSTALLATION: STACK BOND

CT-2 CERAMIC WALL TILE DALTILE COLOR WHEEL CLASSIC, MATTE ARCTIC WHITE 3"X6" INSTALLATION: STACK BOND

PTE-5 PAINT BENJAMIN MOORE LEVEL 5 EQUESTRIAN GREY (1553) - HOLLOW METAL DOORS AND FRAMES

P-4 PAINT GLIDDEN LEVEL 5 WHITE ON WHITE 30GY 88/014 - CEILING

P-1 PAINT GLIDDEN LEVEL 5 SPIDER'S WEB 90YY73/040 - EQUIP ROOM WALLS

WALLS

RB-1 RESILIENT BASE JOHNSONITE TRADITIONAL VINYL COVED 48 GREY 4"

PPT-4 PORCELAIN TILE DALTILE SANITARY COVE BASE MATCH PPT-1 6" X 12"

BASE

CS-1 CONCRETE, SEALED L&M CONSTRUCTION... SEALHARD CONCRETE SEALER

PPT-1 PORCELAIN TILE DALTILE RECTANGULAR FIELD TILE HAUT MONDE, PF-08 CHOCOLATE 12"X12" INSTALLATION: STRAIGHT GRID

FLOORING

CODE MATERIAL MANUFACTURER STYLE COLOR SIZE REMARKS

(INTERIOR MATERIALS ONLY. REFER TO PLANS AND SPECIFICATIONS FOR EXTERIOR MATERIALS AND FINISHES)

INTERIOR FINISH MATERIALS SCHEDULE

71Revisions: Date: 137

A B

WOMENS

MENS

EQUIP

OPEN TO

STRUCTURE

ABOVE

A F

F S

T -3

8' -8

ALUM COMPOSITE

PLANK CLADDING

SYSTEM

SLOPE UP

1:12

ELEV VARIES

RC3

RC3

RC2

RC1

C

LE

R E

S

TO

R Y

C

LE

R E

S

TO

R Y

4' -0

4'-6"4'-6" 2'-7 3/4"

1' -7

/2

EQ EQ

4' -2

6' -0

6'

-0

6' -0

2'

-2

/2

2'-10"

EQ 4'-0" EQ

4' -0

3'

-6

3' -6

1'

-6

/2

E Q

E Q

8" 8" 8"

REFLECTED CEILING KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RC1 WATER HEATER ON SUSPENDED SHELF, SEE PLUMBING

RC2 THROUGH WALL EXHAUST FAN - SEE MECHANICAL

RC3 2' x 2' ACCESS PANEL, WITH LOCK. CENTER ON LIGHT FIXTURES

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GBPD CEILING

/ SOFFIT

ACT CEILING

SYSTEM

ACCESS

PANEL

2'-0" x 4'-0" LIGHT

FIXTURE

2'-0" x 2'-0" LIGHT

FIXTURE

PENDANT STRIP

LIGHT FIXTURE

RECESED LIGHT

FIXTURE

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL

WALL SCONCE

LIGHT FIXTURE

MECHANICAL LINEAR

SUPPLY GRILL

CEILING ELEVATION

AND FINISH

9'-0" AFF

ACT

RCP & ROOF GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORT

REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT SUPPLIER AND OWNER,

PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, SPEAKERS, ETC SHALL BE

LOCATED IN THE CENTER OF GYP BD SOFFITS, UNLESS NOTED OTHERWISE. COORDINATE WITH

MECHANICAL AND ELECTRICAL DRAWINGS.

NC-15.02

WOMENS

MENS

EQUIP

NC-15.01

NC-15.01

Braille

/2

/4

/8

/4

ICON

AREA

TEXT

DOMED BRAILLE

1/32" RAISED TEXT

6"

NC-15

NC-15.02

MEN WOMEN

2"

NC-15.01

NC-15.02

INTERIOR SIGNAGE SCHEDULE

ROOM ROOM NAME SIGN TYPE SIGN

NO. DESIGNATION

2 MENS MEN'S ADA/ABA COMPLIANT RESTROOM NC-15.01

1 WOMENS WOMEN'S ADA/ABA COMPLIANT RESTROOM NC-15.02

WAYFINDING GENERAL NOTES

1. SIGN COMPONENTS TO BE ACRYLIC PLAQUE

2. TACTILE SYMBOL AND TEXT WITH ACCOMPANYING BRAILLE IS REQUIRED

3. TEXT AND BACKGROUND COLORS: REFER TO SPECIFICATION SECTION 09 06 00 SCHEDULE FOR

FINISHES.

4. TYPOGRAPHY AND SIZE: ADA/ABA COMPLIANT HELVETICA BOLD, UPPER CASE, GRADE 2 BRAILLE

5. MOUNTING: DOUBLE SIDED FOAM TAPE OR SILASTIC ADHESIVE

AE201

AE201

A B

AE401

STANDING

SEAM METAL

PANEL ROOFING

SLOPE 1:12

DOWN

2' -3

2'-3" 2'-3"

2' -3

2'-3"

2' -3

2'-3"

2' -3

7' -7

'-8

CONTINUOUS GUTTER

AND DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

7' -7

SLANT BACK ROOF VENTS

COLOR TO MATCH

METAL ROOFING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BIDDING DOCUMENTS

NO SPRINKLERS

Office of Design and Construction

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical, Technology & Structural

Engineering:

IMEG, Inc.

623 26th Avenue

Rock Island, IL 61201

(309) 788-0673

Wade Ross

BIDDING DOCUMENTS

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

Geotechnical Engineering:

Geolabs, Inc.

2006 Kalihi St

Honolulu, HI 96819

(808)913-5150

Robin Kim

BASE BID

OF 138

C U s e rs

\P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

R

E S

T R

O O

M -R

C

D u q u e

L D

L E

T .r v t

/1

/2

:1

:2

A

M

AE121

RESTROOM CEILING, ROOF AND

WAYFINDING PLAN

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

HONOLULU, HAWAII

899CM3030

JULY 15, 2021 BB CM

15785

0 4' 8'2'

1/4" = 1'-0"

REFLECTED CEILING PLAN

0 4' 8'2'

1/4" = 1'-0"

WAYFINDING PLAN

0 4' 8'2'

3" = 1'-0"

SIGNAGE DETAILS

1/2" = 1'-0"

SIGNAGE ELEVATIONS

1/4" = 1'-0"

ROOF PLAN

72Revisions: Date: 137

FIRST FLOOR

0"

AE201

2 3 41

3 EQ PANELS

7'-6"

3 EQ PANELS

7'-6"

ALUMINUM

CLERESTORY WINDOW

GRAVESITE LOCATOR

DUAL HIGH-LOW

WATER FOUNTAIN

BEYOND

SMOOTH STONE TILE

VENEER, ST-3. SEE

DETAIL

MOSS ROCK STONE

VENEER, ST-2

ALUMINUM

CLERESTORY WINDOW

STONE CAP, ST-1

ALUM COMPOSITE PLANK

CLADDING SYSTEM AT UNDERSIDE

OF SLOPED OVERHANG

FRP CLAD TAPERED

COLUMN, TYP OF 2

RECESS

T/O WINDOW OPNG

8'-8"

ALUMINUM FASCIA

STONE CAP, ST-1

ON PARTIAL

HEIGHT WALL

7' -2

B/O BEARING JOIST

9'-0"

/3 AE201

AE201

STONE CAP, ST-4

ON RETAINING

WALL

MOSS ROCK STONE

VENEER, ST-2

AE301

1'-4"

AE201

FIRST FLOOR

0"

AE201A B

METAL FASCIA

MOSS ROCK STONE

VENEER, ST-2

B/O BEARING JOIST

9'-0"

THROUGH WALL

EXHAUST FAN

(BEYOND)

- SEE MECHANICAL

CONTINUOUS GUTTER

DOWNSPOUT

PRECAST CONCRETE

SPLASH

FIRST FLOOR

0"

AE201

234 1

AE401

MOSS ROCK STONE

VENEER, ST-2

METAL FASCIA

B/O BEARING JOIST

9'-0"

STANDING SEAM

METAL PANEL ROOF

RETAINING WALL W/

STONE CAP, ST-4

EXHAUST FAN -

SEE MECHANICAL

PTE-5

AE301

1/2" TYP CAP JOINT (+/- 1/8")

SEE SEALANT DETAIL

S/S TRIM W/ DRIP

EDGE

1'-6" 1/2"

3'-9 1/2"1/2"

/3 AE301GUTTER AND DOWNSPOUT

SEE CIVIL DETAIL 3/CD103 FOR

DOWNSPOUT CONNECTION

TO STORM NETWORK DETAIL

GRADE LINE

FIRST FLOOR

0"

AE201

AB

STONE CAP, ST-1

MOSS ROCK STONE

VENEER, ST-2

HOLLOW METAL

DOOR AND FRAME

PTE-5

METAL FASCIA

FRP CLAD TAPERED

COLUMN, TYP OF 2

B/O BEARING JOIST

9'-0"

RETAINING WALL

- SEE STRUCTURAL

EXHAUST FAN

- SEE MECHANICAL

PTE-5

STONE CAP, ST-1

MOSS ROCK STONE

VENEER, ST-2

2"

3"

4'-0"1/2" TYP CAP JOINT

(+/- 1/8")

4'-0"

AE301

TYP

4"

4" GUTTER

STEPPED FOUNDATION

LEDGE TO FOLLOW SLOPE

HOSE BIB AT 2'-6"

ABOVE FINISHED FLOOR

PROVIDE 12" X 12" SMOOTH

STONE TILE VENEER ST-3

CENTERED AT HOSE BIB

LOCATION

FIRST FLOOR

0"

AE201

A B

MENS

COLUMN BEYOND

344.20

353.20

T/O SLAB - COL 13

-3'-4 51/64"

EXISTING

COLUMBARIUM

B/O BEARING JOIST

9'-0"

9' -0

"J O

IS

T

B E

A R

IN

G

(L O

W P

O

IN

T

8' -0

"C E

IL

IN

G H

T

(H

IG

H T

P O

IN

T

8' -9

/2

"C E

IL

IN

G H

T

AE401

AE301

REINFORCE WALL WITH ADDITIONAL

STEEL STUD BACKING/BLOCKING AS

REQUIRED TO SUPPORT 300 POUND

STATIC LOAD AT DRINKING FOUNTAIN

FIRST FLOOR

0"

AE2012 3 41

EQUIP

MENS

WOMENS

B/O BEARING JOIST

9'-0"

RETAINING WALL

CLAD W/

MOSS ROCK STONE

VENEER, ST-2

AE601

AE601

AE601

AE301

4 TYP

AE301

AE301

1' -0

1'

-6

1' -0

1'

-0

1' -6

8"

1' -0

1'

-6

NOTE: PROVIDE

1. BUTT JOINT AT TILE CONNECTIONS, MAXIMUM

1/8" GAP BETWEEN TILES

2. VEIN PATTERN OF STONE SHALL RUN IN

HORIZONTAL DIRECTION

VARY BASE TILE WIDTHS FROM 6" TO

2'-0" AT 2" INCREMENTS

B A

S E

RANDOM PATTERN STONE TILE, ST-3

WALL CLADDING. 18" HIGH TILE BAND

VARIES IN WIDTH FROM 6" TO 2'-6" AT 6"

INCREMENTS. VERTICAL JOINTS WILL

NOT ALIGN WITH TILE BAND DIRECTLY

ABOVE AND BELOW.

RANDOM PATTERN STONE TILE, ST-3

WALL CLADDING. 8" AND 1'-0" HIGH TILE

BANDS VARY IN WIDTH FROM 6" TO 2'-6"

AT 6" INCREMENTS. VERTICAL JOINTS

WILL NOT ALIGN WITH TILE BAND

DIRECTLY ABOVE AND BELOW.

9' -2

FIRST FLOOR

0"

AE401

B/O BEARING JOIST

9'-0"

SEALANT

GSL FLANGE

STONE VENEER, ST-3

PREFINISHED METAL

FLASHING

RO WITH GSL MANUFACTURER

VERIFY

RECESS

2' -1

/2

R O

W

IT

H G

S L

M A

N U

F A

C T

U R

E R

V E

R

IF

Y

T/O WDW R.O.

8'-8"

FIRST FLOOR

0"

STEEL COLLAR

FLASHING WITH CONCEALED

FASTENERS

TAPERED FRP CLAD COLUMN

CHANGE IN RADIUS POINT

BACKER ROD AND

CONTINUOUS SEALANT AT

BASE

CONCRETE SLAB

AE201

AE201

AE201

ALUMINUM COMPOSITE PLANK

CLADDING SYSTEM

JOINT LINES (TYP)

1/4" WIDE VERTICAL JOINT -

APPLY CONTINUOUS SEALANT

BEAD TO FILL EXPOSED JOINT -

SEE MFR RECOMMENDATIONS

2' -9

'-2

T

O

/4

V A

R

IE

S W

/ S

LO

P E

D F

IN

IS

H E

D C

E

IL

IN

G

3/ 4"

J O

IN

T

FRP COLUMN

CLADDING

4" x 4" STRUCTURAL

STEEL COLUMN -

SEE STRUCTURAL

FRP COLUMN

CLIPS AS

REQUIRED

9" OD

COLUMN GRID, TYPSEE ADDITIONAL TYP

NOTES ON DETAIL

/8 AE201

ALUMINUM COMPOSITE

PLANK CEILING

CLADDING SYSTEM,

SCRIBE TO FIT

5/

8"

4" x 4" STRUCTURAL

STEEL TUBE COLUMN

FRP COLUMN CLADDING

FRP COLUMN CLIPS, TYP,

MIN 1/8" THICK

GALVANIZED STEEL BENT

PLATES, SECURED TO

COL AS REQUIRED. SIZE

VARIES

1'-4" OD

CONCEALED FASTENERS -

PROVIDE PLUG TO MATCH

TEXTURE AND FINISH OF

SEALANT JOINT

COLUMN GRID, TYP

5/

8"

4" x 4" STRUCTURAL

STEEL TUBE COLUMN

FRP COLUMN CLADDING

FRP COLUMN CLIPS

AS REQUIRED

1'-0" OD

FRP COLUMN COVER

JOINT, TYP

COLUMN GRID, TYP

SEE ADDITIONAL TYP

NOTES ON DETAIL

/8 AE201

5/

8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BIDDING DOCUMENTS

NO SPRINKLERS

Office of Design and Construction

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical, Technology & Structural

Engineering:

IMEG, Inc.

623 26th Avenue

Rock Island, IL 61201

(309) 788-0673

Wade Ross

BIDDING DOCUMENTS

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

Geotechnical Engineering:

Geolabs, Inc.

2006 Kalihi St

Honolulu, HI 96819

(808)913-5150

Robin Kim

BASE BID

OF 138

C U s e rs

\P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

R

E S

T R

O O

M -R

C

D u q u e

L D

L E

T .r v t

/1

/2

:2

:1

A

M

AE201

RESTROOM EXT ELEVATIONS AND

BUILDING SECTIONS

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

HONOLULU, HAWAII

899CM3030

JULY 15, 2021 BB CM/CD

15785

1/4" = 1'-0"

NORTH ELEVATION

1/4" = 1'-0"

WEST ELEVATION

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

EAST ELEVATION

1/4" = 1'-0"

BUILDING SECTION - TRANSVERSE

1/4" = 1'-0"

BUILDING SECTION - LONGITUDINAL

1/2" = 1'-0"

TYPICAL CLADDING PATTERN AT STONE TILE VENEER ST-3

1/2" = 1'-0"

GRAVE SITE LOCATOR ELEVATION

1/2" = 1'-0"

FRP COLUMN ELEVATION

1" = 1'-0"

FRP - COLUMN CLAD HEAD DETAIL

1" = 1'-0"

FRP - COLUMN CLAD DET @ MID

1" = 1'-0"

FRP - COLUMN CLAD FOOT DETAIL

73Revisions: Date: 137

FIRST FLOOR

0"

B

AE301

NATURAL STONE

RETAINING WALL CAP

MOSS ROCK VENEER

CAST-IN-PLACE

CONCRETE WALL -

SEE STRUCTURAL

DRIP SLOT

1'-6"

EQ

EQ

1"

R 1/2"

SS7

2'-4"

STEPPED LEDGE

2" -3

T.O. SLAB (ELEV VARIES)

1/ 2"

PEAK

EQ EQ

AE301

DRIP SLOT

SEALANT AND BACKER ROD

MONOLITHIC FOUNDATION

SEE STRUCTURAL

GRADE

SS DRIP FLASHING

HORIZONTAL WEEPS AT

3'-0" ON CENTER

BASE AND SCRATCH

COATS

LATH/NET COMBINATION

MESH DRAINAGE PLANE

AND METAL LATH

WATERPROOFING

MEMBRANE

JOINT TOLERANCE

NATURAL STONE

WALL CAP

SECTION VIEW: BETWEEN WALL CAPS

SECTION VIEW: BETWEEN RETAINING WALL CAPS AND VENEER

1/2"TYPSEALANT W/

BACKER ROD

TOP OF WALL, SUBSTRATE

TO VARY BY PARTITION

TYPE. REFER TO FLOOR

PLANS FOR PARTITION

TYPE

WEEP VENT (3/4" - 1" WIDE

MAX) EVERY 3'-0" ALONG

HORIZONTAL JOINT

BACKER ROD & SEALANT

NATURAL STONE

WALL CAP

MOSS ROCK VENEER

TOP OF WALL, SUBSTRATE

TO VARY BY PARTITION

TYPE. REFER TO FLOOR

PLANS FOR PARTITION

TYPE

TYP

1/2"

4"

EXTEND WATERPROOFING

MEMBRANES OVER TOP OF PARTIAL

HEIGHT/RETAINING WALL

METAL LATH

1/ 4"

5/8" TILE CEMENT

BD SHEATHING

OVER METAL

STUD FRAMING

BACKER ROD &

SEALANT

1/ 2"

CONTINUOUS

DRIP SLOT. DO NOT

EXTEND TO VISIBLE

ENDPOINTS, HOLD

BACK 1" TYP

NATURAL STONE CAP

1/ 2"

SEALANT AND BACKER ROD WITH

HORIZONTAL WEEP VENTS AT 3'-0" O.C.

CAP SETTING ON WALL W/ VENEER

SET STONE IN NON SHRINK

GROUT BED

3/ 8"

1/2"

1/4"

1/2"

VENEER

CONTINUOUS SELF ADHESIVE EPDM

MEMBRANE OVER TOP OF WALL

ASSEMBLY

MOSS ROCK WALL

ASSEMBLY

SEALANT

STEEL COLUMN

SEE STRUCTURAL

STONE TILE WALL ASSEMBLY

SEALANT AND BACKER ROD

AT TRANSITION OF MOSS ROCK

AND STONE TILE VENEERS

SS5

SS4

A

3/ 8"

2"

5/ 8"

STONE TILE WALL ASSEMBLY

RECESSED

FIRE EXTINGUISHER

CABINET

/2

STEEL COLUMN

SEE STRUCTURAL

SEALANT AND BACKER ROD

AT TRANSITION OF MOSS

ROCK AND STONE TILE

VENEERS

MOSS ROCK WALL

ASSEMBLY

SS4

SS5

STANDING SEAM METAL ROOF

WATERPROOF MEMBRANE

5/8" PLYWOOD SHEATHING

- SEE STRUCTURAL

METAL GUTTER

1X MOISTURE RESISTANT

FASCIA BOARD

ALUMINUM FASCIA

4" METAL DOWNSPOUT

METAL SUSPENSION

FRAMING

ALUMINUM COMPOSITE

PLANK CLADDING SYSTEM

OUTRIGGER SEE PLAN AND

STRUCTURAL

SEE STRUCTURAL FRAMING PLAN

ROOF OVERHANG

STANDING SEAM

RAKE TRIM

ALUMINUM FASCIA

DRIP EDGE

STANDING SEAM

PANEL

5/8" PLYWOOD SHEATHING

SEE STRUCTURAL

1X MOISTURE RESISTANT

FASCIA BOARD

JOIST FRAMING

SEE STRUCTURAL

METAL SUSPENSION

FRAMING

ALUMINUM COMPOSITE

PLANK CLADDING SYSTEM

WATERPROOFING

MEMBRANE

MOSS STONE VENEER

MORTAR

METAL LATH

SUSPENDED GYPSUM

BOARD CEILING

STANDING SEAM ROOF

PANEL

OUTRIGGER SEE PLAN

AND STRUCTURAL

5/8" PLYWOOD SHEATHING

ALUMINUM COMPOSITE PLANK

CLADDING SYSTEM

METAL SUSPENSION FRAMING

WATERPROOF MEMBRANE

PROVIDE SMOOTH FACE MOSS ROCK

SURFACE ALONG SOFFIT EDGE

SEALANT JOINT

SEALANT JOINT

FIRST FLOOR

0"

MORTAR

SEALANT JOINT

FOUNDATION WALL

BASE AND SCRATCH COATS

CONCRETE SLAB

SEE STRUCTURAL

5/8" GLASS MAT WATER RESISTANT

GYPSUM BACKER BOARD

MOSS STONE VENEER

6 5/8"

CONCRETE CURB

VAPOR PERMEABLE AIR

BARRIER

1' -0

COVE BASE TILE

THIN SET PORCELAIN

TILE FLOOR

GRADE ELEVATION VARIES

STEPPED FOUNDATION LEDGE

SS DRIP FLASHING

MORTAR JOINT WITH BACKER ROD

AND SEALANT

HORIZONTAL WEEPS AT 3'-0" ON

CENTER

LATH/NET COMBINATION MESH

DRAINAGE PLANE AND METAL LATH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BIDDING DOCUMENTS

NO SPRINKLERS

Office of Design and Construction

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical, Technology & Structural

Engineering:

IMEG, Inc.

623 26th Avenue

Rock Island, IL 61201

(309) 788-0673

Wade Ross

BIDDING DOCUMENTS

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

Geotechnical Engineering:

Geolabs, Inc.

2006 Kalihi St

Honolulu, HI 96819

(808)913-5150

Robin Kim

BASE BID

OF 138

C U s e rs

\P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

R

E S

T R

O O

M -R

C

D u q u e

L D

L E

T .r v t

/1

/2

:3

:2

A

M

AE301

RESTROOM EXTERIOR DETAILS

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

HONOLULU, HAWAII

899CM3030

JULY 15, 2021 BB CM/CD

15785

1 1/2" = 1'-0"

SECTION AT RETAINING WALL

6" = 1'-0"

SEALANT JOINT CAP DETAILS, TYP

6" = 1'-0"

HORIZONTAL JOINT AT STONE CAP, TYP

3" = 1'-0"

FLOOR PLAN DETAIL AT NORTH WALL EDGE

3" = 1'-0"

FLOOR PLAN DETAIL AT WALL EDGE

3" = 1'-0"

STANDING SEAM ROOF DETAIL AT GUTTER

3" = 1'-0"

STANDING SEAM ROOF RAKE DETAIL

3" = 1'-0"

WALL/ROOF CONNECTION

3" = 1'-0"

WALL/SLAB CONNECTION

74Revisions: Date: 137

NO SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

STRUCTURE

FLOOR

CEILING

BOTTOM

OF FLOOR

OR DECK

(D) SUBSCRIPT

EXTEND STUDS TO

DECK, EXTEND

GYPSUM BOARD TO 6"

ABOVE HIGHEST

ADJACENT CEILING

6"

(C) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO 6"

ABOVE HIGHEST

ADJACENT CEILING

6"

(U) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

CEILING

(X'-X") SUBSCRIPT

INDICATES FINISHED

PARTITION HEIGHT

IN

S

U B

S C

R

IP

T

H E

IG

H

T A

S

IN

D

IC

A T

E D

GENERAL NOTES:

1. FOR PARTITIONS WITH UNEQUAL LAYERS OF GYPSUM BOARD ON EACH SIDE, THE SIDE OF THE PARTITION WITH

THE TAG INDICATES WHERE THE EXTRA LAYER(S) OF GYPSUM BOARD ARE TO BE INSTALLED. REFER TO

PARTITION TYPES FOR MORE INFORMATION

2. DIMENSIONS TO METAL STUD PARTITIONS ARE MEASURED TO FINISH FACE UNLESS NOTED OTHERWISE

3. SUBSCRIPTS MAY BE USED WITH ANY PARTITION TYPE

3'-0"UCD

A6

(1 ) LAYER 5/8" GYPSUM BOARD

EACH SIDE

6" METAL STUD FRAMING

STC 46

7 1/4"

XN6

(1 ) LAYER 5/8" GYPSUM

BOARD

6" METAL STUD FRAMING

6 5/8"

SOUND ATTENUATION

INSULATION

1. SEE LIFE SAFETY PLAN FOR REQUIRED PARTITION FIRE RATINGS.

2. DIMENSIONS TO METAL STUD PARTITION ARE MEASURED TO FINISH FACE OF PARTITION UNLESS

NOTED OTHERWISE

3. THE DIMENSION SHOWING THE LOCATION OF A DOOR FRAME IN GYPSUM BOARD WALLS IS TO

THE INSIDE OF THE DOOR FRAME (DOOR OPENING). PROVIDE 4" TYPICAL DIMENSION IF NO

DIMENSION IS SHOWN.

4. SOUND ATTENUATING INSULATION MEANS GLASS FIBER OR MINERAL WOOL BATTS OR BLANKETS BEARING THE UL LABEL FOR FIRE RESISTANCE. VERIFY TYPE AND DENSITY (PCF) WITH FIRE

TEST NUMBER SHOWN ON PARTITION TYPE.

5. FOR PARTITION HEIGHTS SEE PARTITION TAG LEGEND AND TAG SUBSCRIPTS ON PLANS.

6. FOR PARTITION TYPES WITH GYPSUM BOARD ON ONE SIDE ONLY, INSTALL GYPSUM BOARD ON

ROOM SIDE, UNLESS NOTED OR DETAILED OTHERWISE.

7. PROVIDE 1/2" DEFLECTION SPACE AT THE TOP OF STUDS AT ALL PARTITIONS EXTENDING TO

STRUCTURE, UNLESS NOTED OTHERWISE.

8. BULKHEAD FRAMING SHALL EXTEND TO UNDERSIDE OF STRUCTURE WITH DIAGONAL STUD

FRAMING BRACES AT 4'-0" ON CENTER (2 BRACES MINIMUM) WITH GYPSUM BOARD EXTENDING 6"

ABOVE CEILING MINIMUM, UNLESS NOTED OTHERWISE.

9. GENERAL CONTRACTOR SHALL PROVIDE AND COORDINATE ALL IN-WALL BLOCKING FOR WALL

MOUNTED CASEWORK AND EQUIPMENT SUPPLIED BY THIS CONTRACT, OWNER FURNISHED OR

BY VENDORS. CONTRACTORS OPTION TO PROVIDE 3/4" FIRE TREATED PLYWOOD (PRESERVATIVE

TREATED ON EXTERIOR WALLS) OR SHEET METAL BLOCKING FOR WALL MOUNTED EQUIPMENT,

CASEWORK, DOOR STOPS, ACCESSORIES, ETC, UNLESS NOTED OTHERWISE.

10. IN WET AREAS SUCH AS BUT NOT LIMITED TO JANITOR CLOSETS, ETC, USE TILE BACKER BOARD BEHIND THE CERAMIC TILE AND EXTEND TO 2'-0" BEYOND ALL SIDES OF THE PLUMBING FIXTURE.

IN DOUBLE LAYER WALLS WHERE THE TILE BACKER BOARD IS INSTALLED OVER A BASE LAYER OF

GYPSUM BOARD, APPLY A WATER BARRIER (BUILDING WRAP) NOT A VAPOR RETARDER, OVER

THE BASE LAYER OF GYPSUM BOARD.

11. IN WET AREAS SUCH AS SOILED UTILITY ROOMS, JANITOR CLOSETS, ETC, USE 5/8" WATER

RESISTANT GYPSUM BOARD.

PARTITION GENERAL NOTES:

1iSS2 1iSS3

WALL ASSEMBLY

THIN SET STONE TILE

VAPOR PERMEABLE AIR BARRIER

5/8" GYP SHEATHING

6" STEEL STUDS

5/8" GLASS MAT WATER

RESISTANT GYPSUM BACKER BOARD

WALL ASSEMBLY

1 3/4 - 2" MOSS ROCK STONE

MORTAR BED BASE AND SCRATCH COATS

COMBINATION MESH DRAINAGE PLANE AND

METAL LATH

VAPOR PERMEABLE AIR BARRIER

5/8" GYP SHEATHING

6" STEEL STUDS

5/8" GLASS MAT WATER

RESISTANT GYPSUM BACKER BOARD

1iSS5 1iSS6

WALL ASSEMBLY

THIN SET STONE TILE

VAPOR PERMEABLE AIR BARRIER

5/8" GYP SHEATHING

6" STEEL STUDS

1iSS4

WALL ASSEMBLY

(FROM EXTERIOR TO INTERIOR)

1 3/4" - 2" MOSS ROCK STONE MORTAR

BED BASE AND SCRATCH COATS

COMBINATION MESH DRAINAGE PLANE

AND METAL LATH

WATERPROOFING MEMBRANE CIP CONCRETE

WATERPROOFING MEMBRANE COMBINATION

MESH DRAINAGE PLANE AND METAL LATH

MORTAR BED BASE AND SCRATCH COATS

1 3/4" - 2" MOSS ROCK STONE.

1iSS7

1"5/8"

1"5/8"

1" 5/8"

WALL ASSEMBLY

1 3/4 - 2" MOSS ROCK STONE

MORTAR BED BASE AND SCRATCH COATS

COMBINATION MESH DRAINAGE PLANE

AND METAL LATH

VAPOR PERMEABLE AIR BARRIER

5/8" GYP SHEATHING

6" STEEL STUD

3/4" 2" 1 3/4"-1/2"+/-1/8"

5/8" 3/4" 2" 1 3/4"-1/2"+/-1/8"

5/8"

3/4" 2" 1 3/4"-1/2"+/-1/8"

5/8"

INTERIOR EXTERIOR

(FILL SIDE)

2" 1 3/4"-

3/4" 1/2"

+/-1/8"3/4"2" 1/2"1 3/4"-

+/-1/8"

WALL ASSEMBLY

1 3/4 - 2" MOSS ROCK STONE

MORTAR BED BASE AND SCRATCH COATS

COMBINATION MESH DRAINAGE PLANE

AND METAL LATH

VAPOR PERMEABLE AIR BARRIER

5/8" GYP SHEATHING

6" STEEL STUD

5/8" GYP SHEATHING

VAPOR PERMEABLE AIR BARRIER

THIN SET STONE TILE

SS2

METAL STUD BOX SILL

2X PRESSURE TREATED WOOD

BLOCKING, ALL SIDES; CUT TO FIT

2X PRESSURE TREATED

WOOD BLOCKING, ALL SIDES,

CUT TO FIT

METAL STUD BOX HEADER

SS2

BACKER ROD AND SEALANT

BACKER ROD AND

SEALANT

GRAVESITE LOCATOR

FLANGE

VAPOR PERMEABLE AIR BARRIER

WRAP DOWN INT WALL 4" MIN

4"

GRAVESITE LOCATOR, OFOI

PRE-FINISHED METAL SILL

FLASHING W/ DRIP EDGE - LAP OVER

VAPOR PERMEABLE AIR BARRIER

EXTEND INTO WALL 4" MIN

GRAVESITE LOCATOR

FLANGE

4"

CONTINUOUS BACKER

ROD AND SEALANT

AROUND TOP AND SIDES

OF GSL FLANGE

LAP SHEET

VAPOR PERMEABLE

AIR BARRIER

AROUND BLOCKING

TO 4" VERTICALLY AT

INTERIOR SIDE

6" METAL STUDS @ 12" OC UNDER

GRAVESITE LOCATOR

4"

GUSSET SUPPORT

AE401

6 5/8"

SS2

MITERED CORNER

CONTINUE SMOOTH STONE TILE

VENEER TO UNDERSIDE OF

SOFFIT. REFERENCE TYPICAL

CLADDING PATTERN DETAIL

3/AE201 FOR INTENT OF TILE

JOINT SPACING

SS2

8" 8" 8"

RECESSED LIGHT FIXTURE

WHERE INDICATED ON THE

REFLECTED CEILING PLAN

METAL STUD BOX HEADER

TILE JOINT, TYP GRAVESITE LOCATOR

FLANGE

GRAVESITE LOCATOR,

OFOI

2X PRESSURE TREATED

WOOD BLOCKING, ALL SIDES

BACKER ROD AND SEALANT EXTEND VAPOR PERMEABLE

AIR BARRIER THROUGH

OPENING

BACKER ROD AND SEALANT

A

6 5/8" STRUCTURAL STEEL TUBE,

SLOPED IN LINE W/ 1:12 ROOF

STRUCTURE SLOPE - SEE

STRUCTURAL

FRP COLUMN COVER

COLUMN CENTERLINE

ALUMINUM COMPOSITE

PLANK CLADDING SYSTEM

5/8" PLYWOOD SHEATHING

METAL SUSPENSION

FRAMING

ROOF JOIST - SEE

STRUCTURAL

STANDING SEAM METAL ROOF

WATERPROOFING MEMBRANE

OUTRIGGER - SEE

STRUCTURAL

STEEL COL, SEE

STRUCTURAL

SEALANT

METAL TRACK -

SEE STRUCTURAL

1/8" STEEEL COLLAR FLASHING

3/8" REVEAL AROUND TOP

OF COLUMN

3/8"

5/ 8"

1 1/2"

3/ 8"

3/ 8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BIDDING DOCUMENTS

NO SPRINKLERS

Office of Design and Construction

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Mechanical, Electrical, Technology & Structural

Engineering:

IMEG, Inc.

623 26th Avenue

Rock Island, IL 61201

(309) 788-0673

Wade Ross

BIDDING DOCUMENTS

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

Geotechnical Engineering:

Geolabs, Inc.

2006 Kalihi St

Honolulu, HI 96819

(808)913-5150

Robin Kim

BASE BID

OF 138

C U s e rs

\P u b lic \D o c u m e n ts

\R e v it P ro je c ts

\1

R

E S

T R

O O

M -R

C

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