Drawings Wood National Cemetery - Final Stamped Combined Drawings.pdf

PDF 27 MB Posted May 10, 2023

Attached to: Y1PZ--823-MM23-004: Replace Committal Shelter, Wood NC
Solicitation number: 36C78623B0014
Issued by: Department of Veterans Affairs National Cemetery Administration

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File	Type	Posted
36C78623B0014 0002.docx	DOCX document	Jun 7, 2023
36C78623B0014 0001.docx	DOCX document	Jun 2, 2023
36C78623B0014_1.docx	DOCX document	May 10, 2023
FAR 52.219-28 Post-Award Small Business Program Rerepresentation (MAR 2023).docx	DOCX document	May 10, 2023
Past Performance.pdf	PDF	May 10, 2023
RFI Form.docx	DOCX document	May 10, 2023
Limitations on Subcontracting Certificate for 823MM23004 Replace Committal Shelter.docx	DOCX document	May 10, 2023
Specs Wood National Cemetery - Final Stamped Specs.pdf	PDF	May 10, 2023
IFB Lump Sum Division Spreadsheet.xlsx	XLSX spreadsheet	May 10, 2023

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WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

COVER SHEET

G-0

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

1 21

DESIGN COMMITTAL SHELTER WOOD

NATIONAL CEMETERY

MILWAUKEE, WISCONSIN

ARCHITECT

STRUCTURAL ENGINEER

FOURFRONT DESIGN INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PHONE (605) 342-9470

ALBERTSON ENGINEERING INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

CIVIL ENGINEER

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

SHEET INDEX

GENERAL

G-0 COVER SHEET

G-1 PHASING PLAN

G-2 PROPOSED SITE PLAN

G-3 PERSPECTIVE VIEWS

CIVIL

C-1 EXISTING SITE PLAYOUT AND DEMOLITION PLAN

C-2 PROPOSED SITE LAYOUT

LANDSCAPE

LP-1 LANDSCAPE PLANTING PLAN

LP-2 LANDSCAPE PLANTING DETAILS

ARCHITECTURAL

AD-1 DEMOLITION PLAN AND ELEVATIONS

A-1 COMMITTAL SHELTER FLOOR AND ROOF PLAN

A-2 COMMITTAL SHELTER ELEVATIONS, SECTIONS AND DETAILS

A-3 COMMITTAL SHELTER WALL SECTIONS

A-4 COMMITTAL SHELTER DOOR SCHEDULE, ELEVATIONS AND DETAILS

A-5 DETAILS

STRUCTURAL

S-1 STRUCTURAL GENERAL NOTES

S-2 IBC INSPECTION TABLES

S-3 SNOW DRIFT AND WIND UPLIFT PLANS

S-4 FOUNDATION & ROOF FRAMING PLANS

S-5 SECTIONS

S-6 STANDARD SCHEDULES AND DETAILS

ELECTRICAL

E-1 ELECTRICAL LEGEND, ABBREVIATIONS, AND PLANS

1. SHEET SIZE FOR PROPER SCALE IS 30"X42".

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE

OF FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL

DRAWING DETAILS.

5. FOR ALL SITE CONCRETE WALKS SEE CIVIL

DRAWINGS.

6. ALL DIMENSIONS ARE SHOWN FROM FACE OF

BRICK.

7. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

FOUNDATION DIMENSIONS.

8. SEE CIVIL DRAWINGS FOR FINISH FLOOR

ELEVATION HEIGHTS.

9. COORDINATE DOWNSPOUT LOCATIONS WITH CIVIL

DRAWINGS.

10. COORDINATE SITE DEMOLITION ITEMS WITH CIVIL

DRAWINGS.

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

PHASING PLAN

G-1

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

2 21

PHASE 1: COMMITTAL SHELTER AND ASSOCIATED SITE

IMPROVEMENTS.

PHASE 2: DEMOLITION OF EXISTING COMMITTAL SHELTER AND

ASSOCIATED SITE IMPROVEMENTS.

GENERAL NOTES:

EXISTING COMMITTAL SELTER

PROJECT LOCATION

NEW COMMITTAL SHELTER

SEQUENCE OF WORK:

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

PROPOSED SITE PLAN

G-2

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

3 21

3/32" = 1'-0"

PROPOSED SITE PLAN

TRUE

NORTH

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

PERSPECTIVE VIEWS

G-3

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

4 21

PERSPECTIVE VIEW

EXISTING MAIN NOT LOCATED

DERIVED FROM OWNER

PROVIDED INFORMATION

EXISTING ABANDONED

STORM SEWER MAIN

EXISTING ACTIVE

STORM SEWER MAIN

BORE HOLE LOCATION

EXISTING HEADSTONES (TYP.)

EXISTING ACTIVE

SANITARY SEWER MAIN

EXISTING ACTIVE

STORM SEWER MAIN

EDGE OF LANDSCAPING

9 EXISTING SIDEWALK

CP 1 (APROX. 30' SOUTH OF

MAP EXTENTS ALONG ROAD)

CP 2

24'-01

2" CURB

TO BE

REMOVED

APPROXIMATE LOCATION

ACTIVE MAIN CROSSES

ABANDONED MAIN

EXISTING STORM SEWER MANHOLE

RIM INVERT ELEV. = 659.14'

12" S.E. INVERT ELEV. = 650.29'

12" S.W. INVERT ELEV. = 650.54'

12" N.W. INVERT ELEV. = 653.50'

EXISTING SANITARY SEWER MANHOLE

RIM INVERT ELEV. = 652.05'

S.W. INVERT ELEV. = 631.65'

N.E. INVERT ELEV. = 631.65'

EXISTING STORM SEWER MANHOLE

17 LF FROM EDGE OF PAGE

RIM INVERT ELEV. = 653.95'

N.E. INVERT ELEV. = 634.00'

S.W. INVERT ELEV. = 634.00'

EXISTING HEADSTONES (TYP.)

EXISTING CONCRETE MARKER

(TO REMAIN UNDISTURBED)

EXISTING HEADSTONES (TYP.)

"MONUMENT

"SECTION F"

MARKER

(TO REMAIN

UNDISTURBED)

APPROXIMATE

LOCATION OF

EXISTING EXISTING

FLAG POLE MOUNT

(TO BE REMOVED)

9'-101

2" CURB

TO BE

REMOVED

APPROXIMATE LOCATION OF CONCRETE MARKER

(CONTRACTOR TO VERIFY LOCATION)

SCALE: 1" = 10'

10'5'

EXISTING SITE PLAN VIEW

1. UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS, ALL WORK SHALL CONFORM TO NCA DESIGN GUIDE, LATEST EDITION

AND THESE PLANS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS REQUIRED AND CONSTRUCTION TESTING FOR CONSTRUCTION

ACTIVITIES.

3. THE CONTRACTOR SHALL RESTORE ALL ROADWAY TO EQUAL OR BETTER CONDITION THAN EXISTED PRIOR TO

CONSTRUCTION, AS DETERMINED BY THE OWNER AND THE ENGINEER.

4. THE LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTENCE, LOCATION, DEPTH, SIZE, LINE AND GRADE OF EXISTING UTILITY CONNECTIONS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING FACILITIES DUE TO

FAILURE TO LOCATE OR PROVIDE PROPER PROTECTION WHEN LOCATION IS KNOWN.

8. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION DURING CONSTRUCTION AT CONTRACTOR'S

EXPENSE. EROSION SHALL BE CONTROLLED IN ACCORDANCE WITH OWNER'S REGULATIONS.

9. ALL PROFILES REPRESENT EXISTING GROUND (DASHED LINE) AND FINISHED GRADE (SOLID LINE) ALONG THE ALIGNMENTS

INDICATED ON THE PLANS. ELEVATIONS ARE FINISHED GROUND ELEVATIONS.

10. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR USING A SEED MIX APPROVED BY THE OWNER.

11. THE CONTRACTOR SHALL NOTIFY ONE CALL LOCAL UTILITY LOCATE SERVICE FOR ONSITE UTILITY LOCATION. ALL EXISTING

UTILITIES SHALL BE MARKED BEFORE DIGGING.

12. THE CONTRACTOR SHALL MAINTAIN SERVICE OF ALL EXISTING UTILITIES. IF SAID SERVICE IS DAMAGED, THE CONTRACTOR

SHALL IMMEDIATELY REPAIR THE DAMAGE AT THE CONTRACTOR’S EXPENSE.

13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY WORK.

14. QUANTITIES SHOWN IN THESE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES.

GENERAL CONSTRUCTION NOTES:

LINE STYLE LEGEND

DRAWING NOTATION

INDICATES CROSS SECTION

LOCATION. "A" REFERS TO THE

CROSS SECTION DESIGNATION. "10"

REFERS TO THE SHEET NUMBER

WHERE THE SECTION IS CUT OR

SHOWN.

INDICATES DETAIL LOCATION. "1"

REFERS TO THE DETAIL

DESIGNATION. "12" REFERS TO THE

SHEET NUMBER WHERE THE DETAIL

IS INDICATED OR SHOWN.

ABRREVIATIONS

ACI AMERICAN CONCRETE

INSTITUTE

BAR REBAR

BMP BEST MANAGEMENT

PRACTICES

BOT BOTTOM

BVC BEGIN VERTICAL

CURVE

CFS CUBIC FEET PER

SECOND

CL CENTERLINE

CMP CORRUGATED METAL

PIPE

CONC CONCRETE OR

CONCENTRIC

CP CONTROL POINT

CSP CORRUGATED STEEL

PIPE

CTR CENTER

CU FT CUBIC FEET

CULV CULVERT

DI DUCTILE IRON OR

DRAIN INLET

DIA DIAMETER

EA EACH

E.F. EACH FACE

EL, ELEV ELEVATION

EOP EDGE OF PAVEMENT

EVC END VERTICAL CURVE

FT FOOT OR FEET

GPM GALLONS PER MINUTE

HP HORSEPOWER

ST ST

SS SS

ST ST

SS SS

EXISTING PROPOSED

HWY HIGHWAY

INV INVERT ELEVATION

LF LINEAR FEET

MH MANHOLE

MJ MECHANICAL

JOINT

O.C. ON CENTER

O.C.E.F. ON CENTER EACH

FACE

OHP OVERHEAD

POWER

PI POINT OF

INTERSECTION

POT POINT ON

TANGENT

PS PIPE SUPPORT

PT POINT, POINT OF

TANGENCY

PVC POLYVINYL

CHLORIDE

PWR POWER

RCP REINFORCED

CONCRETE PIPE

R/W OR ROW RIGHT OF WAY

SAN SANITARY

SST STAINLESS STEEL

STA STATION

TBC TOP BACK OF

CURB

TYP TYPICAL

UG UNDERGROUND

WTR WATER

BLOCK LEGEND

S SANITARY SEWER MANHOLE

STORMWATER AREA INLET

D STORMWATER MANHOLE

EXISTING PROPOSED

TREE (DECIDUOUS)

TREE (CONIFER)

ADA RAMP

BORE LOCATION

CONTROL POINT

SIGN

MAJOR CONTOUR

MINOR CONTOUR

SEWER

STORM

D ep ar tm en t o f Ve te ra ns A ffa irs

5 21 C-1

823-MM22-004DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

MILWAUKEE, WISCONSIN

04-10-2023 DDP DCT

EXISTING SITE LAYOUT AND

DEMOLITION PLAN

FACILITIES

MANAGEMENT

Project Number

Building Number

Drawing Number

Dwg. of

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

Approved: DIRECTOR TECHNICAL SUPPORT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

100% CONSTRUCTION DOCUMENTS

Point Table

Point

Northing

378906.640

378943.454

Easting

2539896.448

2540130.499

Elevation

659.34

651.38

Description

BM NORTH CORNER SLAB

BM EAST SIDE OF LIGHT POST BASE

NOTES:

FIELD SURVEY DATE: 11-2-2022

HORIZONTAL DATUM: WISCONSIN STATE PLAN COORDINATE

SYSTEM, SOUTH ZONE (NAD 27).

VERTICAL DATUM: NAVD29

SURVEY LOCATED IN THE SOUTHEAST 1/4 AND NORTHEAST 1/4

OF SECTION 35, TOWNSHIP 7 NORTH, RANGE 21 EAST, IN THE

CITY OF MILWAUKEE, MILWAUKEE COUNTY, WISCONSIN

CRYPT HEADSTONE

QUANTITIES

ITEM QUANTITY UNIT REMARKS

SITE EARTHWORK (CUT) 15 CY ASSUMES 4" SLAB WITH 6" BASE COURSE; DOES NOT ACCOUNT FOR FOOTING EXCAVATION

SITE EARTHWORK (FILL) 157 CY ASSUMES 4" SLAB WITH 6" BASE COURSE; DOES NOT ACCOUNT FOR FOOTING EXCAVATION

TOPSOIL 19 CY ASSUMES 3" DEPTH

SODDED AREA 2,078 SF

SILT FENCE 309 LF SITE FENCING

STRAW WATTLE 10 LF GUTTER BMP

NEW CONRETE SLAB AREA 127 SY SEE STRUCTURAL PLANS

NEW CONCRETE STRUCTURE SIDEWALK AREA 59 SY 5" THICK

HONOR GUARD PLATFORM CONCRETE 24 SY 5" THICK

CURB AND GUTTER 34 LF COMMITAL AND HONOR GUARD LOCATIONS, INCLUDES ADA RAMPS

DOWNSPOUT ADAPTER 4 EA ADS 45 DEG WYE CLEANOUT OR APPROVED EQUAL

DRAIN PIPE 83 LF 4" PVC

BMP

BMP BMP

BMP

BMP BMP

BMP

BMPBMP

BMPBMPBMP

BMP

-4.5:1

PROPOSED

SILT FENCE

MAXIMUM

CONSTRUCTION

LIMITS FENCING

PROPOSED

SHELTER

COLUMN (TYP.)

EXISTING

HEADSTONE

(TYP.)

SOD ALL DISTURBED

AREAS PER NCA

DESIGN STANDARDS

STRAW

WATTLE

STRAW

WATTLES

PROPOSED SLAB

F.F. ELEV. = 659.26'

STRAW

WATTLE

STRAW

WATTLE

MAXIMUM

CONSTRUCTION

LIMITS FENCING

PROPOSED

SILT FENCE

4'-8"

37'-0"

31'-0"

134'-1"

37'-0"16'-5"

8'-0"

16'-111 2"

PROPOSED

EDGE OF MULCH

TREE TO REMAIN

UNDISTURBED

-1.81%

-1.36%AF

PROPOSED

HONOR GUARD

PLATFORM

SIDEWALK

133'-111 2"

TBC TIE ELEV. = 659.20

TBC TIE ELEV. = 658.95

ADA ACCESS RAMP

PROPOSED

ACCESS RAMP

EXISTING

HEADSTONE

(TYP.)

6'-0"

27'-0"

4'-91 2"

17'-4"

11'-5"

-2.00%

10'-0"

EXISTING CONCRETE MARKER

(TO REMAIN UNDISTURBED)

3'-0"

6'-0"

A C-2

B C-2

5'-01 2"

FG ELEV. = 661.61

FG ELEV. = 661.73

FG ELEV. = 661.61

PROPOSED SIDEWALK

PROPOSED 4" Ø

PVC DRAIN PIPE

ROOF DRAIN

DOWNSPOUT

(4" TYP.)

ROOF DRAIN

DOWNSPOUT (4" TYP.)

ELK LAWN WEDGE YARD DRAIN

TO BE INSTALLED FLUSH TO

GROUND (OR APPROVED EQUAL)

ELK LAWN WEDGE YARD DRAIN

TO BE INSTALLED FLUSH TO

GROUND (OR APPROVED EQUAL)

PROPOSED 4" Ø

PVC DRAIN PIPE

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00

PROPOSED

SHELTER

4.5H:1V

4'-01

2" F.F. ELEV:659.26'37'-0"

PROPOSED STRUCTURE SLAB EXISTING GROUND

FINISHED GRADE

PROPOSED

ENTRANCE WALK

10'-81 2"

6% 2% MAX

PROPOSED ADA RAMP

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80

PROPOSED

SHELTER

EXISTING GROUND

FINISHED GRADE

4.5H:1V

3'-0"

SIDEWALK

4.5H:1V

31'-0" STRUCTURE PAD

STRUCTURAL FILL

SLOPE VARIES F.F. ELEV:659.26'

1' MIN.

BURY

DEPTH 4" Ø DRAIN PIPE 4" Ø DRAIN PIPE

BMP

PROPOSED SITE PLAN VIEW

D ep ar tm en t o f Ve te ra ns A ffa irs

6 21 C-2

823-MM22-004DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

MILWAUKEE, WISCONSIN

04-10-2023 DDP DCT

PROPOSED SITE LAYOUT

FACILITIES

MANAGEMENT

Project Number

Building Number

Drawing Number

Dwg. of

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

Approved: DIRECTOR TECHNICAL SUPPORT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

SCALE: 1" = 10'

10'5'

C-2

AXS-A

SCALE: 1" = 10' C-2

BXS-B

SCALE: 1" = 10'

ADA ACCESS RAMP PROFILE

ADA ACCESS RAMP SECTION

5' LANDING

48:1 MAX

3'-11" RAMP

DETECTABLE WARNING CONCRETE

BRICK-COLORED PAVER OR APPROVED EQUAL

(PER SECTION 10.5.3 OF THE NCA DESIGN GUIDE)

FLOW LINE

ADA LAY-DOWN CURB

STREET

FLARE FLARERAMP

NOT TO SCALE

12:1 MAX

RAMP12:1 MAX

TIE TO EXISTING FLOWLINE

ELEV. = 658.68' STRUCTURE ADA RAMP DETAIL VIEW

SCALE: 1" = 5'

TIE TO T.B.C.

ELEV. = 658.95'

24'-01 2"

CURB CUT

4'-0"

2'-101 2"

2'-11"

18'-71 2"

TIE TO EXISTING FLOWLINE

ELEV. = 658.87'

FG ELEV. = 659.02'

FG ELEV. = 659.21'

TIE TO T.B.C.

ELEV. = 659.16'

LANDING48:1 MAX

HONOR GUARD ADA RAMP DETAIL VIEW

SCALE: 1" = 5'

RAMP

12:1 MAX

LANDING

48:1 MAX

4'-0"

3'-0"

4'-0"

TIE TO T.B.C.

ELEV. = 661.31'

TIE TO T.B.C.

ELEV. = 661.45'

TIE TO EXISTING

FLOWLINE

ELEV. = 661.13'

TIE TO EXISTING

FLOWLINE

ELEV. = 661.08'

FG ELEV. = 661.41'

FG ELEV.

= 661.46'

FG ELEV. = 661.47'

FG ELEV. = 661.52'

3'-0"

TYPICAL CURB & SIDEWALK SECTION

NOT TO SCALE

EXISTING ASPHALT STREET

SIDEWALK5"

1.5%

1-1

4" MINUS BASE COURSE

MEETING WISDOT SECTION 304

PER THE GEOTECHNICAL REPORT

EXISTING CURB

100% CONSTRUCTION DOCUMENTS

24'-8 1/2"

6'-0"

123'-6 1/2"

'-8

NEW COMMITTAL

SHELTER, SEE ARCH.

LIMIT OF DISTURBANCE FOR

LANDSCAPE IMPROVEMENTS

REPLACE ALL

DISTURBED AREA

WITH SOD MATS TO

MATCH EXISTING

(7) TI

(32) CP

(5) IN

10'-0" 8'-0"

8'-0"

45'-0" 42'-2"

14'-8"

21'-2"

32'-11"

R 2'-0"

R 2'

-0

'-4

R 4'-2"

R 8'-4" R 2'

-0"

R 2'-0"

TREES CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL

TI Thuja x 'Green Giant' / Green Giant Arborvitae 30 GAL. / 2" CAL. / 8`-10` HT. B&B 7 1/LP-2

SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL

CP Coreopsis palmata / Stiff Tickseed 2 gal. Pot 32 3/LP-2

IN Ilex verticillata 'Nana' / Red Sprite Winterberry 1.5` Ht. Pot 5 3/LP-2

MULCH TYPE DEPTH QTY

River Rock Mulch 3" Depth 1,028 sf LP-2

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D ep ar tm en t o f V et er an s

A ff ai rs of Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

100% CONSTRUCTION DOCUMENTS

4/10/2023

AE COMMITTAL SHELTER DESIGN

WOOD NATIONAL CEMETERY

RKJH

MILWAUKEE, WISCONSIN

823-MM22-004

LANDSCAPE PLANTING PLAN

LP-1

1. CONTRACTOR SHALL BE FAMILIAR WITH UNDERGROUND UTILITIES

BEFORE DIGGING. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE

FOR ALL DAMAGE OF UTILITY LINES.

2. DURING INSTALLATION OF PLANT MATERIAL, CONTRACTOR SHALL KEEP

ALL WORK AREAS AND WALKING AND DRIVEWAY SURFACES CLEAN OF

DEBRIS. PROTECT ALL PLANT FROM DAMAGE DUE TO LANDSCAPE

OPERATIONS OR ACTIVITIES BY OTHER CONTRACTORS AND TRADES.

MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE

PERIODS. TREAT, REPAIR OR REPLACE ANY DAMAGED PLANTINGS,

MATERIALS OR EXISTING IRRIGATION EQUIPMENT IMMEDIATELY.

3. PLANTING PLANS INDICATE DIAGRAMMATIC LOCATIONS ONLY. SITE

ADJUSTMENTS OF PLANTING DESIGN AND RELOCATION OF PLANT

MATERIAL INSTALLED SHALL TAKE PLACE PRIOR TO CONSTRUCTION.

4. ALL DISTURBED LAND SHALL BE REPAIRED OR REPLACED WITH NATIVE

GROUND COVER OR SOD.

5. TOPSOIL DEPTHS SHALL BE 4" IN TURFGRASS DESIGNATED AREAS.

6. SEE DRAWING LS-02 FOR PLANTING DETAILS.

PLANTING NOTES:

PLANT SCHEDULE

0 10' 20'

HORIZ. SCALE: 1"=10'

CONSTRUCTION DOCUMENTS

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D ep ar tm en t o f V et er an s

A ff ai rs of Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

100% CONSTRUCTION DOCUMENTS

4/10/2023

AE COMMITTAL SHELTER DESIGN

WOOD NATIONAL CEMETERY

RKJH

MILWAUKEE, WISCONSIN

823-MM22-004

LANDSCAPE PLANTING

DETAILS

LP-2

NOT TO SCALE

CONIFEROUS TREE PLANTING DETAIL

TREE NOTES:

1. WIRE BASKETS WILL BE REMOVED COMPLETELY PRIOR TO COMPLETION OF BACKFILLING.

2. CUT AND REMOVE BURLAP FROM ROOTBALL. REMOVE ALL TWINE AND PLASTIC. IF TREE IS IN FIBER POT, REMOVE

PRIOR TO PLANTING.

3. ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR

DAMAGED ROOTBALLS.

4. STAKE ALL TREES.

5. DO NOT CUT OR DAMAGE LEADER. PRUNE DAMAGED WOOD IMMEDIATELY PRIOR TO PLANTING.

6. DO NOT BUILD WATER RETAINING BERM AROUND TREES PLANTED IN IRRIGATED TURF AREAS.

7. TREES PLANTED IN NATURAL AREAS WITH TREE DRIP RINGS, SHALL HAVE WATER RETAINING BERMS.

2 X ROOTBALL

DIAMETER, MIN.

REMOVE GUY WIRE AFTER ONE GROWING SEASON.OR

APPROVED BY COTR.

12 GAUGE GALVANIZED WIRE. DOUBLE STRAND,

TWISTED WITH FLAGGING. AS SPECIFIED, OR

APPROVED EQUAL.

6' STEEL T-POST 4' EXPOSED, MIN. 3 PER TREE

WATER RETAINING BERM INSTALL AT EDGE OF

PLANTING PIT (NO BERM IN IRRIGATED TURF AREAS).

PLANT TREE WITH ROOT FLARE 1" ABOVE FINISH

GRADE.

APPLY SPECIFIED MULCH 3" DEEP

FINISH GRADE

STAKE TO EXTEND 24" INTO UNDISTURBED SOIL AS

SPECIFIED.

UNDISTURBED SUBGRADE

BACKFILL WITH APPROVED TOPSOIL/PLANTING

MEDIUM, AS SPECIFIED, (REMOVE ALL DEBRIS)

HOLE SHOULD HAVE ROUGHENED SIDES

60°

NOT TO SCALE

DECIDUOUS TREE PLANTING DETAIL

1" WIDTH X 16" LENGTH ARBOR

APPROVED NYLON OR RUBBER

STRAP WITH GROMMETS.

SECURE TO POSTS WITH 2-STRAND

TWISTED 12 GAUGE GALVANIZED

WIRE, OR APPROVED EQUAL.

TREE STAKES (2 PER TREE)

6' STEEL STUDDED 'T' POSTS

PAINTED GREEN. AS

SPECIFIED.

PRUNE BRANCHES, IF BROKEN OR

DAMAGED

PLANT TREES WITH ROOT FLARE 1"

ABOVE FINISH GRADE.

3" DEEP MULCH, AS SPECIFIED,

INSTALL TO 6" OF TRUNK, AS

SPECIFIED.

REMOVE TOP 1/3 OF BURLAP AND

ALL TWINE, ROPE AND BASKET

FROM ROOTBALL.

FINISH GRADE

BACKFILL WITH APPROVED

TOPSOIL/ PLANTING MEDIUM, AS

SPECIFIED, (REMOVE ALL

DEBRIS)

SLOPE & SCARIFY SIDES OF

PLANTING HOLE

BREAK 6" SUB-SOIL

PLANTING PIT SHALL BE 2X

WIDTH OF ROOTBALL MIN.

NOTE:

REMOVE ANY GUY WIRE AFTER ONE

GROWING SEASON, OR APPROVED

BY COTR.

NOT TO SCALE

PERENNIAL & GRASS PLANTING DETAIL

UNCOMPACTED EXISTING SOIL, 8" DEPTH. AS

SPECIFIED.

REMOVE CONTAINER

3"-4" DEPTH SHREDDED HARDWOOD MULCH,,

AS SPECIFIED DEPENDING ON LOCATION, AS

SPECIFIED.

PERENNIALS, AS SHOWN ON PLAN

REFER TO PLANS FOR FINISH GRADE

UNDISTURBED SOIL

FOR USE WITH ALL PLANT TYPES SPACED EQUIDISTANTLY

4.61 3.20 1.80 1.16

7.38 5.12 2.90 1.85 1.28

1.66 1.15

NO. OF PLANTS

4.33" 5.2" 6.93" 8.66"

13.0" 15.6" 20.8" 26.0" 30.0"

8.66" 10.4"

ROW "A"SPACING "D"

4' O.C.

6' O.C.

8' O.C.

10' O.C.

15" O.C.

18" O.C.

24" O.C.

30" O.C.

36" O.C.

10" O.C.

12" O.C.

= PLANT

"A" = ROW SPACING

"D" = PLANT SPACING

100 SQ. FT.

10 SQ. FT.

1 SQ. FT.

AREA UNIT

"D " "D"

"D"

1 2

BACKFILL WITH PLANTING SOIL

MIXTURE AS SPECIFIED

FILL DOWNHILL SIDE OF

ROOTBALL, MIN. DISTANCE

FROM FINISH GRADE TO EDGE

OF ROOTBALL SHALL BE 6"

4" MULCH, AS SPECIFIED.

REMOVE ALL WIRE & TWINE

FROM ROOTBALL AND PULL

BURLAP BACK FROM TOP 1/3

OF BALL.

TREE STAKES, AS SPECIFIED.

12 GAUGE GALV. WIRE WITH 1/2

DIA. WHITE PVC ON EACH

WIRE, OR APPROVED EQUAL.

CLOTH TREE STRAP, OR

APPROVED EQUAL

SET TREE PLUMB

EXISTING GRADE

CUT GRADE AT UPHILL

SIDE OF ROOTBALL

NOTES:

1. REFER TO VARIOUS SPECIFIC

TREE INSTALLATION DETAILS

FOR STAKING, GUYING,

MULCHING, ETC.

2. THIS INSTALLATION SHALL

APPLY TO ALL TREE TYPES

AND SIZES PLANTED ON

SLOPES FROM 4:1 TO 2:1.

NOT TO SCALE

TREE PLANTING ON SLOPE5

NOTE:

PLANT PIT SHALL BE TWICE

AS WIDE AS ROOT BALL

BACKFILL, SEE SPECIFICATIONS

TOP OF ROOT BALL INDICATES LEVEL

AT WHICH SHRUB WAS GROWN AND

DUG. THIS REPRESENTS THE LEVEL

AT WHICH THE SHRUB SHALL BE

INSTALLED. THE LEVEL MAY BE

EXCEEDED BY A MAXIMUM OF ONE

INCH LAYER OF SOIL.

SHRUB LOCATION AND

SPECIES AS PER PLAN

FINISH GRADE

PLACE ROOT BALL ON

UNDISTURBED SOIL

NOT TO SCALE

SHRUB PLANTING3

LP-2 LP-2

LP-2LP-2LP-2

CONSTRUCTION DOCUMENTS

4' FLARE.

DRIVE APPROACH

(VARIES)

BOULEVARD VARIE

1. M-4500 (MIN. 3/4 MINUS AGGREGATE; 4500 PSI) CONCRETE

SHALL BE USED FOR ALL CURB & GUTTER, SIDEWALKS,

DRIVEWAYS, ETC.

2. COMMERCIAL DRIVE APPROACHES (INCLUDING ALLEYWAYS)

SHALL USE REINFORCED CONCRETE.

3. CBC: CRUSHED BASE COURSE SHALL BE 3/4", 1", OR 1 1/2"

MINUS MATERIAL COMPACTED TO 95% AND SHALL COMPLY

WITH AASHTO T99 OR ASTMD698; SUBMIT CBC GRADATION TO

THE TRANSPORTATION SYSTEMS DEPARTMENT FOR

APPROVAL.

4. DRIVE APPROACH TO BE INSTALLED BEFORE ASPHALT

CONCRETE PAVEMENT.

5. APPROACH WILL BE PLACED MONOLITHICALLY EXCEPT WHEN

CURB MACHINE IS ALLOWED BY THE ENGINEER WITH

DOWELING 2 FT. ON CENTER, #4 REBAR 2 FT. (60 cm) IN

LENGTH.

6. JOINTS SHALL BE 1/2" MASTIC OR AS DIRECTED BY THE

ENGINEER.

7. PROVIDE RECTANGULAR JOINT PATTER DEPENDENT ON

WIDTH OF SLABS (NOT TO EXCEED 100 S.F. (9 sq. m.) SURFACE.

8. WHERE DRIVEWAYS EXCEED 16' IN WIDTH, A 1/2" MASTIC

JOINT SHALL BE PLACE LONGITUDINALLY ALONG THE CENTER

LINE.

9.DRIVE APPROACHES WHERE THE BOULEVARD EXCEEDS 12' (3.7 m)

IN DEPTH REQUIRE A TRANSVERSE JOINT AT THE TOP OF THE

FLARE.

10. FLARES SHALL BE MIN. 4' (1.2m) IN WIDTH. STANDARD

DRIVEWAY WIDTH DOES NOT CHANGE.

11. ALL DRIVE APPROACHES SHALL COMPLY WITH CURRENT

ADA/PROWAG STANDARDS.

NO JOINT

SECTION A-A

DRIVEWAY APPROACH

NOT TO SCALE

SECTION A-A

CURB & GUTTER

GUTTER LINE

JOINT ONLY WHEN

INSTALLED WITH CURB

MACHINE

PROPERTY LINE

" LIP

" SLOPE

#4 BAR 18" O.C.

EACH WAY

02-08

EXISTING CONCRETE SLAB

02-13

02-06

AD-12

AD-1

02-12

AD-1

1. SHEET SIZE FOR PROPER SCALE IS 30"X42".

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE

OF FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL

DRAWING DETAILS.

5. FOR ALL SITE CONCRETE WALKS SEE CIVIL

DRAWINGS.

6. ALL DIMENSIONS ARE SHOWN FROM FACE OF

BRICK.

7. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

FOUNDATION DIMENSIONS.

8. SEE CIVIL DRAWINGS FOR FINISH FLOOR

ELEVATION HEIGHTS.

9. COORDINATE DOWNSPOUT LOCATIONS WITH CIVIL

DRAWINGS.

10. COORDINATE SITE DEMOLITION ITEMS WITH CIVIL

DRAWINGS.

02-08

02-06

02-13

02-14

02-13

02-03 02-03

02-04

02-12

02-13

02-06

02-08

02-04

02-06

02-13

02-14

02-08

02-1302-13

02-1602-16

02-16

02-17

32-02

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

DEMOLITION PLAN AND

ELEVATIONS

AD-1

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

9 21

1/4" = 1'-0"

DEMOLITION PLAN

GENERAL NOTES:

KEYNOTES:

02-03 DEMOLISH EXISTING ROLLING BLINDS.

02-04 DEMOLISH EXISITNG SHELTER SHINGLE ROOF AND ROOF

STRUCTURE.

02-06 DEMOLISH EXISTING SHELTER WOOD FRAME STRUCTURE.

02-08 DEMOLISH EXISTING SHELTER CONCRETE SLAB ON GRADE.

02-12 DEMOLISH EXISTING WOOD DOOR TO ITS ENTIRELY.

02-13 DEMOLISH EXISTING WALL STRUCTURE.

02-14 REMOVE EXISTING PLAQUE AND SALVAGE WITH OWNER.

02-16 PROTECT AND DO NOT DISTURB ANY GRAVES DURING THE

DEMOLITION OF THE EXISTING STRUCTURE. COORDINATE

WITH COR ABOUT THE LIMITS OF THE AREA TO BE

DISTURBED.

02-17 DEMOLISH SIDEWALK TO ITS ENTIRELY. ACCOMODATE NEW

CURB TO MATCH PROFILE OF EXISTING CURB.

32-02 ACCOMODATE NEW DRIVE WAY APPROACH, SEE DETAIL

A/AD-1.

DEMOLITION OF EXISTING COMMITTAL SHELTER SHALL COMMENCE

ONCE NEW COMMITTAL SHELTER IS OCCUPIED.

ALL DIMENSIONS FOR DEMOLITION SHOULD BE FIELD VERIFY.

1/4" = 1'-0"

DEMOLITION FRONT ELEVATION

1/4" = 1'-0"

DEMOLITION SIDE ELEVATION

1/4" = 1'-0"

DEMOLITION ROOF PLAN

NOTE:

N N

1/4" = 1'-0"

DEMOLITION INTERIOR ELEVATION

3/32" = 1'-0"

DEMOLITION SITE PLAN

NOT TO SCALE

APROACH DETAIL

1. SHEET SIZE FOR PROPER SCALE IS 30"X42".

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE

OF FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL

DRAWING DETAILS.

5. FOR ALL SITE CONCRETE WALKS SEE CIVIL

DRAWINGS.

6. ALL DIMENSIONS ARE SHOWN FROM FACE OF

BRICK.

7. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

FOUNDATION DIMENSIONS.

8. SEE CIVIL DRAWINGS FOR FINISH FLOOR

ELEVATION HEIGHTS.

9. COORDINATE DOWNSPOUT LOCATIONS WITH CIVIL

DRAWINGS.

10. COORDINATE SITE DEMOLITION ITEMS WITH CIVIL

DRAWINGS.

DOWNSPOUTS

ROOF LEGEND

2X6 METAL SOFFIT PANELS

CEILING LEGEND

SURFACE MOUNT LIGHT,

SEE ELECTRICAL

STRIP LIGHT, SEE ELECTRICAL

VV - VA FURNISHED, VA INSTALLED

CC - CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

VC - VA FURNISHED, CONTRACTOR INSTALLED

SOFFIT PANEL (MSP-1)

STORAGE

COMMITAL

SHELTER

6' - 0"

A-2 1

1 2 A-2

A-23

A-2

A-2 7

A-2

8' - 3"

25' - 0"

B12C

12-70

12-6312-63

05-20

03-0103-01

B12C

A-3

05-10

A-3

Sim

3 5/8" BRICK

AIR SPACE

FLUID APPLIED MEMBRANE AIR / MOISTURE RETARDER

7 5/8" CMU, SEE STRUCTURAL

B12C

A-2 1

1 2A-2

A-23

A-2

2" / 12"

8' - 10 3/4"

8' - 10 3/4" 8' - 10 3/4"

8' - 10 3/4"

9' - 1"

07-41

07-50

07-5007-50

A-3

4" 6" 6" 4"

08-0108-01 08-0108-01

08-0108-01

A-4

A-3

07-4907-49

1 2

A-2

6" / 12"6" / 12"

07-4107-30

A-3

07-04

07-04 07-04

07-04

07-0507-05

4' - 0"

4' - 11 1/2"

4' - 0"

2' - 10"

4' - 11 1/2"

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

COMMITTAL SHELTER

FLOOR AND ROOF PLAN

A-1

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

10 21

General Notes:

Keynotes:

GENERAL NOTES:

Keynotes:KEYNOTES:

03-01 CONCRETE SAW CUT CONTROL JOINT

05-10 HSS 8X8 COLUMN, SEE STRUCTURAL; PAINTED

05-20 12" EMBEDDED HALFEN ANCHOR CHANNEL

07-04 SNOW GUARDS, SEE SPECS.

07-05 LIGHTNING ROD AND WIRE PROTECTION, SEE ELECTRICAL.

07-30 ASPHALT SHINGLES, TYP.

07-41 PREFINISHED 6" METAL GUTTER.

07-49 SOFFIT PANEL (MSP-1)

07-50 2X6 METAL SOFFIT PANELS.

08-01 HOLLOW METAL FRAME, TYP.

12-63 REMOVABLE CAST IRON BENCH, CC

12-70 CASKET HOLDER, VV

1/4" = 1'-0"

FLOOR PLAN

1 1/2" = 1'-0"

WALL TYPES

1/4" = 1'-0"

REFLECTED CEILING PLAN

1/4" = 1'-0"

ROOF PLAN

1/4" = 1'-0"

SAW CUT JOINT DIMENSIONS

D S T

N U

E T

E NT O

T SE FO

R E

VE RA

I R F

MIN.

[51mm]

1. SHEET SIZE FOR PROPER SCALE IS 30"X42".

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE

OF FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL

DRAWING DETAILS.

5. FOR ALL SITE CONCRETE WALKS SEE CIVIL

DRAWINGS.

6. ALL DIMENSIONS ARE SHOWN FROM FACE OF

BRICK.

7. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

FOUNDATION DIMENSIONS.

8. SEE CIVIL DRAWINGS FOR FINISH FLOOR

ELEVATION HEIGHTS.

9. COORDINATE DOWNSPOUT LOCATIONS WITH CIVIL

DRAWINGS.

10. COORDINATE SITE DEMOLITION ITEMS WITH CIVIL

DRAWINGS.

NOTES:

THE CONTRACTOR WILL NEED TO PROVIDE AND INSTALL PER THE VA REQUIREMENTS.

MATERIAL:

BRONZE: FEDERAL SPECIFICATION QQ-C-535B, COMPOSITION 2.

WORKMANSHIP:

CASTINGS SHALL BE OF UNIFORM QUALITY AND CONDITION, FREE FROM INJURIOUS BLOWHOLES AND POROSITY, CRACKS AND OTHER DEFECTS AND NOT WARPED OR DISTORTED, WELL FINISHED, FREE FROM BURPS, SHARP EDGES, SCRATCHES AND DEFECTS THAT MAY AFFECT APPEARANCE OR SERVICEABILITY. CASTINGS SHALL NOT BE REPAIRED, PLUGGED, WELDED OR

BURNED.

FINISH:

FINISH TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT, FILED, BELT POLISHED SIDES GROUND SMOOTH. RAISED SURFACES AND BORDERS, SUCH AS ALL RAISED PORTIONS OF EMBLEM, EAGLE, SHIELD, LETTERING, ROPE BORDER ETC., TO BE POLISHED AND BUFFED TO A BRIGHT SATIN FINISH. BACKGROUND TEXTURES TO BE REVERSE MEDIUM PEBBLE BACKGROUND, FINE PEBBLE BACKGROUND, MOSS AS CAST, AS INDICATED.

COATING:

BRONZE: CHEMICALLY OXIDIZE TO A STATUARY MEDIUM COLOR AND FINISH WITH ONE COAT OF CLEAR PROTECTIVE EXTERIOR

METAL LACQUER.

FASTENERS:

CORROSION RESISTING METAL COMPATIBLE WITH MATERIAL OF CASTING.

ROPE BORDER

CONTINUOUS

LOCATION OF SOLID

METAL PORTION ON

BACK OF EMBLEM

FRONT FACE OF

EMBLEM, MEDIUM

PEBBLE FINISH - ALL

BACKGROUND AREAS

PROFILE OF EMBLEM

LOCATION OF SOLID METAL

PORTION ON BACK OF EMBLEM

ELEVATION OF VA SEAL AT PLAQUE

LOCATION OF SOLID METAL

PORTION ON BACK OF EMBLEM

HOLES CUT IN CONCRETE OR

SOLID MASONRY AND FILLED

WITH MORTAR IMMEDIATELY

BEFORE SETTING EMBLEM

SOLID METAL PORTION ON

BACK OF EMBLEM. DRILL AND

TAP FOR STUDS - 3

LOCATIONS AS INDICATED ON

ELEVATIONS

SECTION THROUGH SEAL SHOWING METHOD OF ATTACHMENT

SAME AS ABOVE

EXTERIOR FACE OF SOLID

MASONRY WALL

3/8" [10MM] THREADED STUDS

SCREWED INTO SOLID METAL

PORTION ON BACK OF

EMBLEM. EMBLEM THEN TO

BE POSITIONED INTO HOLES

WHILE MORTAR IS STILL DAMP.

PROVIDE BRONZE BOLTS FOR

BRONZE SEAL.

LEVEL 1

100' - 0"

T.O. FTG.

97' - 0"

T.O. COLUMN

108' - 0"

A-2

T.O. WALL

109' - 2"

07-30

07-41

04-20

04-24

12"

A-4

07-42

07-45

04-72

04-26

07-04

07-0507-05

LEVEL 1

100' - 0"

T.O. FTG.

97' - 0"

T.O. COLUMN

108' - 0"

T.O. WALL

109' - 2"

A-2

07-30

07-41

04-20

04-24

12"

A-3

A-4

07-42

07-45

A-3

04-72

04-26

07-04

07-0507-05

LEVEL 1

100' - 0"

T.O. FTG.

97' - 0"

T.O. COLUMN

108' - 0"

A B

A-2

T.O. WALL

109' - 2"

07-30

07-41

04-20

04-24

08-11

12" 04-23

07-45

07-42

04-72

07-04

07-0507-05

LEVEL 1

100' - 0"

T.O. FTG.

97' - 0"

T.O. COLUMN

108' - 0"

1 2

T.O. WALL

109' - 2"

A-2

07-30

07-41

04-20

04-24

A-3

12"

07-45

07-42

A-3

04-72

07-04

07-0507-05

ARMY MARINE

CORP

NAVY

AIR

FORCE

SPACE

FORCE

BRONZE SERVICE EMBLEMS;

24" DIAMETER, TYPICAL.

SEE DETAIL 8/A-2.

CASKET HOLDER

EQEQEQEQEQ

COAST

GUARD

LEVEL 1

100' - 0"

T.O. COLUMN

108' - 0"

1 2

T.O. WALL

109' - 2"

12"

ROOF SYSTEM:

SHINGLE ROOF

ICE AND WATER SHIELD

ROOF UNDERLAYMENT

PRE-ENGINEERED WOOD

TRUSS, SEE STRUCTURAL

SOFFIT PANEL (MSP-1)

WALL SYSTEM:

BRICK VENEER

AIR SPACE

FLUID - APPLIED MEMBRANE

AIR/MOISTURE RETARDER

8" CMU

WALL SYSTEM:

CAST STONE

AIR SPACE

FLUID - APPLIED MEMBRANE

AIR/MOISTURE RETARDER

8" CMU

FLOOR SYSTEM:

4" CONCRETE SLAB, SEE STRUCTURAL

6" SUBBASE, TYP.

A-2

ROOF SYSTEM:

SHINGLE ROOF

ICE AND WATER SHIELD

ROOF UNDERLAYMENT

PRE-ENGINEERED WOOD

TRUSS, SEE STRUCTURAL

2X6 METAL SOFFIT PANELS

A-3

HOLLOW METAL

DOOR, TYP. SEE

SPECS.

CONCRETE

SIDEWALK, SEE CIVIL

CONCRETE SLAB,

SEE STRUCTURAL

2" / 12"

LEVEL 1

100' - 0"

A-2

T.O. WALL

109' - 2"

4" CONCRETE SLAB,

SEE STRUCTURAL

CONCRETE

SIDEWALK, SEE CIVIL

CONCRETE SLAB,

SEE STRUCTURAL

ROOF SYSTEM:

SHINGLE ROOF

ICE AND WATER SHIELD

ROOF UNDERLAYMENT

PRE-ENGINEERED WOOD

TRUSS, SEE STRUCTURAL

2X6 METAL SOFFIT PANELS

12"

PREFINISHED METAL

DOWNSPOUTS,TIE THEM

INTO THE STORM SEWER

LINE, COORDINATE WITH

CIVIL DRAWINGS

RUNNING BOND BRICK

VENEER

CAST STONE

HOLLOW METAL

DOOR, TYP. SEE

SPECS.

1 1/2"

12"

CAST STONE CAP

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

COMMITTAL SHELTER

ELEVATIONS, SECTIONS AND

DETAILS

A-2

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

11 21

GENERAL NOTES:

KEYNOTES:

04-20 RUNNING BOND BRICK VENEER.

04-23 SOLDIER COURSE BRICK VENEER

04-24 CAST STONE, TYP.

04-26 BRICK CORNICE, TYP.

04-72 PRECAST STONE SMOOTH CAP WITH DRIP EDGE,

COLOR BEIGE

07-04 SNOW GUARDS, SEE SPECS.

07-05 LIGHTNING ROD AND WIRE PROTECTION, SEE

ELECTRICAL.

07-30 ASPHALT SHINGLES, TYP.

07-41 PREFINISHED 6" METAL GUTTER.

07-42 PREFINISHED 3"X4" METAL DOWNSPOUTS.

07-45 SEE SHEET LP-2 FOR DOWNSPOT DETAIL.

08-11 HOLLOW METAL DOOR AND FRAME, PAINTED

BROWN.

1/8" = 1'-0"

EMBLEM DETAIL

1/4" = 1'-0"

EAST ELEVATION

1/4" = 1'-0"

NORTH ELEVATION

1/4" = 1'-0"

WEST ELEVATION

1/4" = 1'-0"

SOUTH ELEVATION

1/4" = 1'-0"

ELEVATION - INTERIOR WALL WITH EMBLEMS

1/4" = 1'-0"

BUILDING SECTION

1/4" = 1'-0"

BUILDING SECTION

LEVEL 1

100' - 0"

T.O. FTG.

97' - 0"

T.O. COLUMN

108' - 0"

T.O. WALL

109' - 2"

FOUNDATION WALL SYSTEM:

CONCRETE FOUNDATION

SEE STRUCTURAL

FLOOR SYSTEM:

5" CONCRETE SLAB, SEE

STRUCTURAL

6" SUBBASE, TYP. CONCRETE SIDEWALK,

SEE CIVIL

BOND BEAM, SEE STRUCTURAL

1/2" ISOLATION JOINT,

SEE STRUCTURAL

WALL SYSTEM:

BRICK VENEER

AIR SPACE

FLUID - APPLIED MEMBRANE

AIR/MOISTURE RETARDER

8" CMU

WALL SYSTEM:

CAST STONE

AIR SPACE

FLUID - APPLIED MEMBRANE

AIR/MOISTURE RETARDER

8" CMU

ROOF SYSTEM:

SHINGLE ROOF

ICE AND WATER SHIELD

ROOF UNDERLAYMENT

PRE-ENGINEERED WOOD

TRUSS, SEE STRUCTURAL

2X6 METAL SOFFIT PANELS

2X6 T&G WOOD CEILING

A-3

3' - 6"

WOOD BLOCKING

ABOVE DOOR FRAME

HOLLOW METAL FRAME

CAST STONE CAP

HOLLOW METAL DOOR, TYP.

SEE SPECS.

A-4

Sim

LEVEL 1

100' - 0"

CONCRETE SLAB,

SEE STRUCTURAL

1/2" ISOLATION JOINT,

SEE STRUCTURAL

RUBBERIZED WATER

STOP AT BASE

SEE WALL TYPE FOR

WALL CONSTRUCTION

FLUID APPLIED MEMBRANE

AIR/MOISTURE RETARDER

AIR SPACE

MORTAR NET

WEEP HOLE

THROUGH WALL

FLASHING

1/2" ISOLATION JOINT, SEE

STRUCTURAL

CONCRETE SIDEWALK,

SEE CIVIL

BITUMINOUS

DAMPPROOFING BELOW

GRADE

CAST STONE

T.O. WALL

109' - 2"

2X NAILER, SEE

STRUCTURAL

PREFINISHED METAL J

CHANNEL CLOSURE

PREFINISHED FLUSH

SEAM METAL CEILING

BOND BEAM, SEE

STRUCTURAL

SEE WALL TYPE FOR

WALL CONSTRUCTION

ROOF TRUSS,

SEE STRUCTURAL

2X6 METAL SOFFIT

PANELS

PREFINISHED METAL J

CHANNEL CLOSURE

FLUID APPLIED MEMBRANE

AIR/MOISTURE RETARDER

BRICK VENEER

BLOCKING AS

REQUIRED

T.O. WALL

109' - 2"

SHINGLE ROOF

ICE AND WATER SHIELD ROOF

UNDERLAYMENT

5/8" PLYWOOD SHEATHING,

SEE STRUCTURAL

PRE-ENGINEERED WOOD TRUSS,

SEE STRUCTURAL

PREFINISHED METAL

DRIP EDGE

PREFINISHED

METAL GUTTER

PREFINISHED METAL

FASCIA WRAP

2X8 FASCIA BOARD

2X6 METAL SOFFIT PANELS

PREFINISHED METAL J

CHANNEL CLOSURE

LEVEL 1

100' - 0"

T.O. FTG.

97' - 0"

T.O. COLUMN

108' - 0"

T.O. WALL

109' - 2"

FLOOR SYSTEM:

5" CONCRETE SLAB, SEE

STRUCTURAL

6" SUBBASE, TYP.

CONCRETE SIDEWALK,

SEE CIVIL

1/2" ISOLATION JOINT,

SEE STRUCTURAL

CAST STONE

BRICK VENNER

CAST STONE CAP

BRICK CORNICE, TYP.

FOUNDATION WALL SYSTEM:

CONCRETE FOUNDATION

SEE STRUCTURAL

4" CMU

ROOF SYSTEM:

SHINGLE ROOF

ICE AND WATER SHIELD

ROOF UNDERLAYMENT

PRE-ENGINEERED WOOD

TRUSS, SEE STRUCTURAL

2X6 METAL SOFFIT PANELS

WOOD BLOCKING

ABOVE DOOR FRAME

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

COMMITTAL SHELTER WALL

SECTIONS

A-3

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

12 21

1 1/2" = 1'-0"

WALL SECTION AT STORAGE

3" = 1'-0"

WALL BASE DETAIL - CMU AND BRICK

3" = 1'-0"

TOP OF WALL DETAIL - CMU AND BRICK

3" = 1'-0"

FASCIA / GUTTER DETAIL

1 1/2" = 1'-0"

COLUMN SECTION

HOLLOW METAL

FRAME, GROUT

SOLID

HOLLOW METAL

DOOR, SEE

SCHEDULE

BACKER ROD AND

SEALANT, EACH

SIDE

STEEL LINTEL,

SEE STRUCTURAL

8" BOND BEAM,

SEE STRUCTURAL

FACE BRICK

FLUID APPLIED MEMBRANE

AIR / MOISTURE RETARD,

WRAP INTO DOOR OPENING

THRU-WALL FLASHING

WITH WEEPS

8" CMU WALL

HOLLOW METAL

FRAME, GROUT

SOLID

HOLLOW METAL

DOOR, SEE

SCHEDULE

NO GROUT

BACKER ROD AND

SEALANT, EACH SIDE

SEALANT

FLUID APPLIED MEMBRANE

AIR / MOISTURE RETARD,

WRAP INTO DOOR OPENING

HOLLOW METAL DOOR,

SEE SCHEDULE

THRESHOLD, SET IN

SEALANT

CONCRETE SLAB,

SEE STRUCTURAL

6" SUB BASE

CLEAN ROCK

CONCRETE STOOP,

SEE STRUCTURAL

ISOLATION JOINT

A X

1. SHEET SIZE FOR PROPER SCALE IS 30"X42".

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE

OF FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL

DRAWING DETAILS.

5. FOR ALL SITE CONCRETE WALKS SEE CIVIL

DRAWINGS.

6. ALL DIMENSIONS ARE SHOWN FROM FACE OF

BRICK.

7. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

FOUNDATION DIMENSIONS.

8. SEE CIVIL DRAWINGS FOR FINISH FLOOR

ELEVATION HEIGHTS.

9. COORDINATE DOWNSPOUT LOCATIONS WITH CIVIL

DRAWINGS.

10. COORDINATE SITE DEMOLITION ITEMS WITH CIVIL

DRAWINGS.

HM-15 GLASS PANEL HOLLOW METAL - 15 GLASS PANEL

HM HOLLOW METAL

DOOR LEGEND:

TIG TEMPERED INSULATED GLAZING

GLAZING LEGEND:

T.O. COLUMN

108' - 0"

T.O. WALL

109' - 2"

HOLLOW METAL

DOOR, SEE

SCHEDULE

HOLLOW METAL

FRAME

2X6 METAL SOFFIT

PANELS

WOOD BLOCKING

ABOVE DOOR FRAME

HOLLOW METAL

DOOR, SEE

SCHEDULE

HOLLOW METAL

FRAME

S E

E S

C H

E D

U L E

SEE SCHEDULE2" 2"

HM-001

HM-F

24"X18" LOUVER

HM-15 GLASS PANEL

TIG

3" 3"

SEE SCHED.

S E

E S

C H

E D

U L E

HM-002

S E

E S

C H

E D

U L E

4" 6" 6" 4"

SEE SCHEDULE

S E

E S

C H

E D

U L E

5" 3' - 6"

SIDE VIEW HM-002

S E

E S

C H

E D

U L E

SEE SCHED.

A-4

Sim

A-4

A-3

Sim

A-4

Sim

4 1/2"

3 1/2"

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

COMMITTAL SHELTER DOOR

SCHEDULE, ELEVATIONS

AND DETAILS

A-4

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

13 21

Door Schedule

Mark Width Height Panel Type Frame Type Hardware Head Jamb Sill Comments

100 6' - 0" 7' - 0" HM-F HM-001 HW-1 2/A-4 2/A-4 4/A-4

101 6' - 7 3/8" 8' - 0" HW-2 --- --- ---

102 6' - 8 1/4" 8' - 0" HW-2 --- --- ---

103 6' - 7 3/8" 8' - 0" HW-2 --- --- ---

104 6' - 7 3/8" 8' - 0" HW-2 --- --- ---

105 6' - 8 1/4" 8' - 0" HW-2 --- --- ---

106 6' - 7 3/8" 8' - 0" HW-2 --- --- ---

107 6' - 0" 7' - 0" F HM-001

1 1/2" = 1'-0"

DOOR HEAD DETAIL

1 1/2" = 1'-0"

DOOR JAMB DETAIL

1 1/2" = 1'-0"

DOOR SILL DETAIL

GENERAL NOTES:

Room Finish Schedule

Number Name Floor Finish Base Finish

Walls Ceiling

RemarksWest East North South Finish

100 STORAGE SEALED

CONCRETE

- CMU CMU CMU CMU MSP-1

200 COMMITAL

SHELTER

BROOMED FINISH

CONCRETE

- - - - - T&G WOOD

HM-15 GLASS PANEL

HM-002

1 1/2" = 1'-0"

HOLLOW METAL EXTENSION HEAD DETAIL @ 6" FRAME

1 1/2" = 1'-0"

HOLLOW METAL JAMB DETAIL

1/4" = 1'-0"

DOOR AND FRAME ELEVATIONS

6" = 1'-0"

CAST STONE CAP DETAIL

BENCH:

STEELSITES RB SERIES STANDARD 8' LENGTH BENCH

WITH ARMRESTS, MODEL NO. RB-28, COLOR BRONZE

OR APPROVED EQUAL.

SUPPLIED BY:

VICTOR STANLEY

P.O. BOX DRAWER 330 - DUNKIRK, MD 20754

TEL (301) 855-8300- FAX (410) 257-7579

WWW.VICTORSTANLEY.COM, OR APPROVED EQUAL

NOTES:

1. DRAWINGS NOT TO SCALE. DO NOT SCALE

DRAWINGS.

2. ALL FABRICATED METAL COMPONENTS ARE STEEL

SHOTBLASTED, ETCHED, PHOSPHATIZED,

PREHEATED, AND ELECTROSTATICALLY POWDER-

COATED WITH T.G.I.C. POLYESTER POWDER

COATINGS. PRODUCTS ARE FULLY CLEANED AND

PRETREATED, PREHEATED AND COATED WHILE HOT

TO FILL CREVICES AND BUILD COATING FILM.

COATED PARTS ARE THEN FULLY CURED TO

COATING MANUFACTURER'S SPECIFICATIONS. THE

THICKNESS OF THE RESULTING FINISH AVERAGES

8-10 MILS (200-250) MICRONS.

3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR

BOLTS UNTIL BENCH IS IN PLACE. THIS PRODUCT

MUST BE PERMANENTLY AFFIXED TO THE GROUND.

CONSULT YOUR LOCAL CODES FOR REGULATIONS.

4. ANCHOR BOLTS MAY NOT BE PROVIDED BY

MANUFACTURER.

5. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED.

1/4" X 2" SOLID

STEEL BRACES

1 5/16" TUBULAR STEEL RUNGS

USED FOR ADDITIONAL SUPPORT

CLEARANCE FOR 1/2"

ANCHOR BOLTS

(17) STEEL SLATS ARE

FORMED FROM 1/4" X 1

1/2" SOLID STEEL BARS

END FRAMES ARE

FORMED FROM 1/2" X

2" SOLID STEEL BAR2' - 2 1/2"

S E

A T

H E

2' - 2"

NOTE:

SURFACE MOUNT BENCH TO SLAB

NON-CORROSIVE MOUNTING

HARDWARE 7/16" DIAMETER MOUNTING HOLES

1/2" RADIUS, TYPICAL

COMPACT SUBGRADE

TO 95%. REMOVE

ORGANICS TOP 12",

TYPICAL

DRILL 5/8" DIAMETER HOLES

WITH 3/8" DIAMETER X 2 1/2"

GALVANIZED BOLTS WITH HEX

HEAD (4 REQUIRED)

1' - 0 1/2" 7' - 11" 1' - 0 1/2"

11 1/2" 8' - 1" 11 1/2"

10' - 0"

SEAT

HEIGHT

2500 PSI

CONCRETE

SLAB

BENCH WIDTH

2' - 2"

B A

C K

O F

B E

N C

H H

H T

1' - 9"

1' - 5" 1' - 9" 10 1/2"

PLAN SECTION

A-5

12" HALFEN EMBED

ANCHOR CHANNEL

VICTOR STANLEY

BENCH BASE

HALFEN T-BOLT

1/2" M10 SCREW

3' - 0"

2' - 4"

Trash

VICTOR STANLEY TRASH RECEPTACLE, MATCH EXISTING

CONTINUOUS 2 1/2" STEEL BAND AROUND RECEPTACLES

WITH "TRASH' DECALS APPLIED (CLEAR DECAL WITH

WHITE LETTERING, REPEAT TEXT 4 TIMES AROUND

RECEPTACLE); TYPEFACE FOR DECALS TO BE OPTIMA

BOLD, UPPER AND LOWER CASE; 1 1/2" HEIGHT LETTERS

ANCHOR RECEPTACLES WITH

STAINLESS STEEL EXPANSION

SHIELDS AND BOLTS PER

MANUFACTURER'S

SPECIFICATIONS.

CONCRETE SIDEWALK,

SEE CIVIL

STEEL DOME LID

WITH RAIN BONNET

Trsh

SECTION - ELEVATION PLAN

1. SHEET SIZE FOR PROPER SCALE IS 30"X42".

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE

OF FOUNDATION OR CENTERLINE OF STRUCTURE.

4. SEE STRUCTURAL DRAWINGS FOR STRUCTURAL

DRAWING DETAILS.

5. FOR ALL SITE CONCRETE WALKS SEE CIVIL

DRAWINGS.

6. ALL DIMENSIONS ARE SHOWN FROM FACE OF

BRICK.

7. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

FOUNDATION DIMENSIONS.

8. SEE CIVIL DRAWINGS FOR FINISH FLOOR

ELEVATION HEIGHTS.

9. COORDINATE DOWNSPOUT LOCATIONS WITH CIVIL

DRAWINGS.

10. COORDINATE SITE DEMOLITION ITEMS WITH CIVIL

DRAWINGS.

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELEN, MONTANA 59601

(406) 443-3962

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FACILITIES

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved:

DateRevisions:

D e p a rt m e n t o f

V e te ra n s A ff a ir s of

Approved: DIRECTOR TECHNICAL SUPPORT MANAGEMENT

ARCHITECT:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

(605) 342-9470

CONSTRUCTION DOCUMENTS

4/10/2023

DETAILS

A-5

DESIGN COMMITTAL SHELTER

WOOD NATIONAL CEMETERY

JGCKP

MILWAUKEE, WISCONSIN

823-MM22-004

14 21

MANUFACTURED BENCH

BENCH AT CONCRETE PAD

3" = 1'-0"

REMOVABLE BENCH BASE DETAIL

TRASH RECEPTACLE

GENERAL NOTES:

1/2" 1"0" 2"SCALE: FULL

MATCH LINE

SEE XN/XXNNN

XC1 P1 R1

XX" Ø X

XX'-X" XX'-X"

XXNNN

F1 A

HSS _x_x_

20GA TYPE 'W3' MTL DECK

PC S

PAN

Hx R15:12

GENERAL STRUCTURAL NOTES INDEX TO STRUCTURAL SHEETSSYMBOLS LEGEND

COORDINATE SYSTEM

S J

W--x--

(XXX'-XX")

ELEVATION

INDICATOR

CUT

SECTION

INDICATOR

WALL

REINFORCING

INDICATOR

PC SPAN

IDENTIFIER

STEP TOP OF

WALL INDICATOR

PIER TAG CALLOUT INDICATOR

ROOF SLOPE

INDICATOR

STEP TOP OF

FOOTING

IDENTIFIER

MASONRY

PIER

INDICATOR

CORNER

REINF

INDICATOR

CONTINUOUS

BEAM

INDICATOR

MATCH LINE INDICATOR

PLAN NORTH ORIENTED 90°

TO THE SHEET W/ MAGNETIC

NORTH (OPTIONAL)

SHEET TYPE DESIGNATORS

SHEET IDENTIFICATION

SHEET

SEQUENCE

NUMBER 1-99

MODIFIER

CHARACTER

DISCIPLINE

CHARACTER

-S

DETAIL BUBBLE

INDICATOR

DETAIL/SECTION/PLAN

BLOCK TITLE INDICATOR

EXT ELEVATION

INDICATOR

COLUMN

INDICATOR(S)

KEYNOTE

IDENTIFIER

REVISION

SYMBOL

0 GENERAL (SYMBOLS LEGEND, NOTES, ETC)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (VERTICAL VIEWS)

3 SECTIONS (SECTIONAL VIEWS)

4 LARGE SCALE VIEWS (PLANS, ELEV, OR SECTIONS, NOT DETAILS)

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

54321

FOOTING/PIER

IDENTIFIER

STEP

INDICATOR

HOLDOWN

INDICATOR

BEAM

INDICATOR(S)

MOMENT

INDICATOR

DECK INDICATOR

SHEAR WALL

INDICATOR

LINTEL

INDICATOR

RAFTER

INDICATOR

ASTERISK

INDICATOR

SLOPE

INDICATOR

WORK

POINT

INDICATOR

54321

C5C4

ELEVATION INDICATOR

SECTION

INDICATOR

COLUMN/FND

GRID INDICATOR

SLAB JOINT

INDICATOR

STRUCTURAL HATCH PATTERNS

BRICK

CONCRETE

NATIVE

UNDISTURBED

SOIL

BACKFILL/FILL

CORED FILL

DRAINAGE

COURSE

GYPSUM

BOARD

WD- BLKG

OR SHIM

PLYWOOD/OSB

/PARTICLE BD

WD- GLUED

/LAMINATE

WOOD-

CONTINUOU

FRAMING

INSUL/FIRE

SAFING

METAL FLOOR

GRATING

GROUT

RIGID

INSUL/ICF/SIP

/EIFS SYSTEMS

METALS

MORTAR

CMU

ROUGH

LOG

WALL

WOOD

STUD

BRG WALL

CONC WALL

HOLDOWN

(BLOCKOUT

STONE/

ROCK

WALL

XXX' - XX"

TOx

CONT

MOST COMMONLY USED STRUCTURAL ABBREVIATIONS

** NOT LISTED IN THE NCS MANUAL

SYMBOLS USED AS ABBREVIATIONS:

& AND

L ANGLE

LL DOUBLE ANGLE

@ AT

CL CENTER LINE

// PARALLEL

d PENNY (NAIL)

┴ PERPENDICULAR

PL PLATE

# POUND OR NUMBER

Ø ROUND OR DIAMETER

ABBREVIATIONS:

(A)--------------------

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT/ROD

ABV ABOVE

ADDL ADDITIONAL

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE,

ADJACENT, ADJOINING

AFF ABOVE FINISH FLOOR

AGGR AGGREGATE

AHR ANCHOR, ANCHORAGE

ALT ALTERNATE

APPROX APPROXIMATE

**AR ANCHOR ROD

ARCH ARCHITECT (URAL)

(B)---------------------

BEV BEVELED

BFF BELOW FINISH FLOOR

**BL BRICK LEDGE

BLDG BUILDING

BLW BELOW

**BLK BLOCK (ING)

BM BEAM

BOT BOTTOM

**BO BOTTOM OF

**BOC BOTTOM OF CONCRETE

**BOF BOTTOM OF FOOTING

BRG BEARING

**BRK BRICK

BSMT BASEMENT

BTWN BETWEEN

BU BUILT-UP

(C)---------------------

C CHANNEL

CAM*(C=) CAMBER

CB CARRIAGE BOLT

CU FT CUBIC FEET OR FOOT

CHFR CHAMFER

CIP CAST-IN-PLACE

**CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECT (ION)

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

COORD COORDINATE

CTR CENTER

CU CUBIC

CU YD CUBIC YARD

(D)---------------------

D DEEP, DEPTH, PENNY (NAIL)

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL, DIAGRAM

DIM DIMENSION

DIR DIRECTION

DIV DIVIDE, DIVISION

**DKG DECKING

DL DEAD LOAD

SLNT SEALANT

SLV SLEEVE

**SOG SLAB-ON-GRADE

SPEC SPECIFICATION (S)

SQ SQUARE

**SSL SHORT SLOTTED (HOLE)

**SSLT SHORT SLOTTED (HOLE)

TRANSVERSE

SST STAINLESS STEEL

STD STANDARD

STIF STIFFENER

STL STEEL

STRUCT STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

**SW SHEAR WALL

SYMM SYMMETRY, SYMMETRICAL

(T)---------------------

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

**TBD TO BE DETERMINED

THD THREAD (ED) (S)

THK THICKNESS

THRU THROUGH

**TL TOTAL LOAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PIER

TO PAR TOP OF PARAPET

TOS TOP OF STEEL, SLAB

TO SHTHG TOP OF SHEATHING

TO SUB FL TOP OF SUBFLOOR

TOW TOP OF WALL

**TRANS TRANSVERSE

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

(U)--------------------

UNO UNLESS NOTED OTHERWISE

(V)---------------------

**V SHEAR

VERT VERTICAL

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VRFY VERIFY

(W)---------------------

W WIDTH

W/ WITH

W/O WITHOUT

**WA WEDGE ANCHOR

WD WOOD

WF (W) WIDE FLANGE

WL WIND LOAD

WLD WELD (ED)

WP WATERPROOFING,

WORKING POINT

**WS WALL STEP

WT WEIGHT

WWF WELDED WIRE FABRIC

(X)---------------------

XPS EXTRUDED POLYSTYRENE

(Y)---------------------

YD YARD

DOUG FIR DOUGLAS FIR

DR DRAIN

DT DRAIN TILE

DWG DRAWING (S)

(E)---------------------

**(E) EXISTING (SEE EXIST)

EA EACH

**EAB EPOXY ANCHOR BOLT

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

**EMB EMBED (ED)

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EW EACH WAY

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR, EXTERNAL

(F)---------------------

FD FLOOR DRAIN

**FND FOUNDATION

FF EL FINISH FLOOR ELEVATION

FIN FINISH (ED)

FLG FLANGE

FLR FILLER, FLOOR (ING)

**FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

**FOW FACE OF WALL

FS FAR SIDE

FT FOOT, FEET

FTG FOOTING

FRMG FRAMING

FUT FUTURE

(G)---------------------

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

**GL GLUE LAMINATED (BEAM)

GLU LAM GLUE LAMINATED (BEAM)

GR BM GRADE BEAM

GRTG GRATING

GYP GYPSUM

GYP BD GYPSUM BOARD

(H)---------------------

H HIGH

**HAB HEADED ANCHOR BOLT

**HAS HEADED ANCHOR STUD

HC HOLLOW CORE

HDR HEADER

HGR HANGER

HORIZ HORIZONTAL

HS HIGH STRENGTH

**HSB…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 10, 2023.