Drawings-Rock Island.pdf

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

03/17/2023

COVER SHEET

G-0

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

JGCKP

MOLINE, ILLINOIS

774CM3919006

1 25

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL CEMETERY

MOLINE, ILLINOIS

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 SITE PLAN

G-3 PERSPECTIVE VIEWS

CIVIL

C-1 EXISTING SITE PLAYOUT AND DEMOLITION PLAN

C-2 PROPOSED SITE LAYOUT

LANDSCAPE

LS-01 PROPOSED COMMITAL SHELTER LANDSCAPE PLAN

LS-02 LANDSCAPE SCHEDULE AND NOTES

LS-03 LANDSCAPE INSTALLATION DETAILS

ARCHITECTURAL

AD-1 DEMOLITION PLAN

AD-2 DEMOLITION ELEVATIONS

A-1 COMMITTAL SHELTER FLOOR, REFLECTED CEILING AND ROOF PLANS

A-2 COMMITTAL SHELTER ELEVATIONS AND BUILDING SECTIONS

A-3 COMMITTAL SHELTER WALL SECTIONS

A-4 COMMITTAL SHELTER SECTIONS AND DETAILS

A-5 DETAILS

STRUCTURAL

S-1 STRUCTURAL GENERAL NOTES

S-2 IBC INSPECTION TABLES

S-3 ISOMETRIC VIEW AND WIND UPLIFT PLAN

S-4 FOUNDATION AND ROOF FRAMING PLANS

S-5 SECTIONS

S-6 SECTIONS

S-7 STANDARD SCHEDULES AND DETAILS

ELECTRICAL

E-0 ELECTRICAL LEGEND AND ABBREVIATIONS

E-1 ELECTRICAL 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

03/17/2023

PHASING PLAN

G-1

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

JGCKP

MOLINE, ILLINOIS

774CM3919006

2 25

PHASE 1: DEMOLITION OF EXISTING COMMITTAL SHELTER AND

ASSOCIATED SITE IMPROVEMENTS.

PHASE 2: COMMITTAL SHELTER AND ASSOCIATED SITE

IMPROVEMENTS.

GENERAL NOTES:

PROJECT LOCATION

PHASE 1: DEMO OF EXISTING COMITTAL SHELTER

PHASE 2: CONSTRUCTION OF NEW COMITTAL SHELTER

SEQUENCE OF WORK:

STORAGE

COMMITTAL

SHELTER

ONE WAY

TRAFFIC

DIRECTION

OF VOLLEY

/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

03/17/2023

SITE PLAN

G-2

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

JGCKP

MOLINE, ILLINOIS

774CM3919006

3 25

N

1/8" = 1'-0"

SITE PLAN

INTERIOR PERSPECTIVE VIEW

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

03/17/2023

PERSPECTIVE VIEWS

G-3

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

JGCKP

MOLINE, ILLINOIS

774CM3919006

4 25

PERSPECTIVE VIEW

PERSPECTIVE VIEW

PERSPECTIVE VIEW

PERSPECTIVE VIEW

E

W

UGP UGP UGP UGP

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR IR

IR

IR

IR

IR IR

IR

IR IR

IR

IR

IR

IR

IR

IR IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

ALL PAVED W

ALKW

AY TO EXISTING STRUCTURE

TO BE REMOVED AND PROPERLY DISPOSED OF

REMOVE EXISTING SIDEWALK

EXISTING PAVILION

STRUCTURE

(TO BE REMOVED

AND PROPERLY

DISPOSED OF)

EXISTING STONE

RETAINING WALL

(TO BE REMOVED AND

PROPERLY DISPOSED OF)

EXISTING CONCRETE SLAB

(TO BE REMOVED AND PROPERLY DISPOSED OF)

EXISTING VEGETATION

(TO BE REMOVED)

EXISTING BUSHES

(TO BE REMOVED)

EXISTING TREES

(TO BE REMOVED)

REMOVE

EXISTING

BENCHES

DEMO

AND

RE-SEED

REMOVE AND

RE-SOD MULCH

LANDSCAPING

ABANDON EXISTING

ELECTRICAL SERVICE

ABANDON EXISTING

ELECTRICAL SERVICE

EXISTING SPRINKLER MAINS

(TO BE REMOVED)

EXISTING IRRIGATION MAINS

(TO BE RE-REMOVED)

EXISTING SPRINKLER MAIN

(TO BE RE-LOCATED)

EXISTING UNDERGROUND ELECTRIC

(TO REMAIN)

EXISTING IRRIGATION CONTROL BOX (TO BE REMOVED)

EXISTING EDGE OF MULCH

G O

ET

SC

H D

R

IV

E

CONTRACTOR TO EXCAVATE EXISTING SLOPE TO

BOTTOM OF SLOPE. EXCESS FILL MATERIAL TO

DISPOSED OF PROPERLY.

EXISTING SHELTER

COLUMNS (TYP.)

11'-6"

16'-3"

9'-2"

'-1

10'-1 2"

9' -3

EXISTING

HEADSTONE

EXTENTS

EXISTING HEADSTONE EXTENTS

EXISTING BUSHES

(TO BE REMOVED)

EXISTING 4" DIA. CONIFER TREE

(TO BE RELOCATED)

EXISTING 6" DIA. CONIFER TREE (TO BE RELOCATED)

EXISTING 17" DIA.

DECIDUOUS TREE

(TO BE REMOVED)

EXISTING 20" DIA. DECIDUOUS TREE (TO BE REMOVED)

EXISTING BUSHES

(TO BE REMOVED)

EXISTING BUSHES

(TO BE REMOVED)

ALL VEGETATION AND WITHIN THE MUCH AREA

WILL BE REMOVED OR RELOCATED

3'-0"

46'-61 2"

1'-6"

12'-111 2"

13'-3"

9'-111 2"

30'-10"

6'-0"

21'-7"

61'-51 2"

BRONZE FLAG POLE

(TO BE RELOCATED)

YARD HYDRANT

EXISTING IRRIGATION

MAIN (TO BE REMOVED)

16" DIA. DECIDUOUS

15" DIA. DECIDUOUS

7'-31 2"

EXISTING 21" DIA.

DECIDUOUS TREE

(TO REMAIN)

18'-01 2"

EXISTING 20"

DIA.DECIDUOUS

TREE (TO REMAIN)

EXISTING FLAGS TO

BE RELOCATED

'-8

1 2"

SAW CUT CURB FOR

ADA ACCESS RAMP

SAW CUT CURB FOR

ADA ACCESS RAMP

8'-0"

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS

E E

W

UGP

IR

IR

IR

IR

IR

IR

IR IR

IR

IR IR

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

A

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

IR IR

UGP UGP

IR IR

UGP UGP

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

W

E

W WATER HYDRANT

EXISTING PROPOSED

E ELECTRIC JUNCTION BOX

TREE (DECIDUOUS)

TREE (CONIFER)

CONTROL POINT

MAJOR CONTOUR

MINOR CONTOUR

IRRIGATION LINE

UNDERGROUND POWER

CP 3

CP 2

CP 1

SCALE: 1" = 50'

50'25'

SURVEY CONTROL MAP

SITE

G O

ET

SC

H D

R

IV

E

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

5 25 C-1

774CM2919006AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

MOLINE, ILLINOIS

03/17/2023 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

HELENA, 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

CONSTRUCTION DOCUMENTS

LEGEND

DEMO AREA

Point Table

Point

Northing

1765186.182

1765043.191

1765534.340

Easting

2198381.120

2198656.188

2198676.309

Elevation

571.73

571.86

572.55

Description

NAIL

NAIL

NAIL

VEGETATION

REMOVAL AREA

NOTE:

SITE EARTHWORK CALCULATED FROM EXISTING GRADE TO FINISH GRADE/FINISH FLOOR.

QUANTITIES

ITEM QUANTITY UNIT REMARKS

CONCRETE DEMOLITION AREA 398 SY

SITE EARTHWORK (CUT) 353 CY ASSUMES 4" SLAB WITH 6" BASE COURSE; DOES NOT ACCOUNT FOR FOOTING EXCAVATION

SITE EARTHWORK (FILL) 56 CY ASSUMES 4" SLAB WITH 6" BASE COURSE; DOES NOT ACCOUNT FOR FOOTING EXCAVATION

TOPSOIL 110 CY ASSUMES 3" DEPTH

SODDED AREA 11,836 SF

SILT FENCE 392 LF SITE FENCING

STRAW WATTLE 10 LF GUTTER BMP

NEW CONRETE SLAB AREA 136 SY

NEW CONRETE SIDEWALKS 223 SY

AutoCAD SHX Text

DARYL DREW PEARSON 062-074596-074596074596

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W

UGP UGP UGP UGP

BMP

BMP

BMP

BMP

BMP

BMP

BMP

BMP

BMP

BMP

BMP

BMP

BMP

BMPBMP

BMP

BMPBMP

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BMP

BM

P

BMP

BMP

BMP

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BM

P

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P

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P

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P

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P

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P

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BMP

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BMP BMP BMP BMP

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BMP

BMP

BMP BMP BMP BMP

BMP

BMP

0+00

1+00

1+37

0+50

+0

+0

+3

+5

10+00 11+00

11+34 10+50

A C-2

PROPOSED SLAB

F.F. ELEV. = 573.8'

G O

ET

SC

H D

R

IV

E

STORAGE

ROOM

SHELTER

WALL

THIS AREA GRADED TO

BOTTOM OF EXISTING SLOPE

THIS AREA GRADED TO

BOTTOM OF EXISTING SLOPE

SOD ALL DISTURBED AREAS

PER NCA DESIGN STANDARDS

PROPOSED ADA

ACCESS RAMP

RELOCATED FLAG

POLES (TYP.)

GRADING TRANSITION FROM 20:1

TO EXCAVATION LIMITS

GRADE TO EXISTING

BOTTOM OF SLOPE

LOCATION

PROPOSED

HONOR GUARD

PLATFORM

SHELTER WALL

PROPOSED SILT FENCE

MAXIMUM CONSTRUCTION LIMITS FENCING

MAXIMUM CONSTRUCTION LIMITS FENCING

PROPOSED

SILT

FENCE

STRAW WATTLE

STRAW WATTLE

STRAW WATTLE

EXISTING

HEADSTONE

EXTENTS

EXISTING GRAVE

EXTENTS

-2.81% SIDEWALK SLOPE

-20:1

-32:1

-4:1

-20:1

DRAINAGE

DRAINAGE

D R

AIN

AG

E

DRAINAGE

D R

AIN

AG

E

39'-21 2"

46'-1"20'-2"

106'-01 2"

6'-0"

19'-7"

32'-5"

24'-91 2"

7'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

23'-0"

TRANSITION FROM FLAT

CONCRETE SLAB TO

SLOPED ACCESS SIDEWALK

10'-0"

BRONZE FLAG POLE

PROPOSED LOCATION

B C-2

C C-2

28'-0"

2'-0"

4'-8"

3'-111 2"

32'-8"

1'-0"

4'-8"

2'-0"

42'-4"

PROPOSED ADA

ACCESS RAMP6'-0"

PROPOSED

SHELTER

EXISTING RETAINING WALL

(TO BE REMOVED)

10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+34

20H:1V

EXISTING

GROUND

4H:1V

PROPOSED

STRUCTURE

SLAB

GRADE TO BOTTOM

OF EXISTING SLOPE

VARIES

10'-0"

20'-2"

20+00 20+10 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+34

GRADE TO BOTTOM

OF EXISTING SLOPE

EXISTING GROUND

FINISHED

GRADE

VARIES 1.8% 10H:1V

VARIES

PROPOSED

SIDEWALK

ACCESS

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+37

F.F. ELEV. = 573.80'

GRADE TO BOTTOM

OF EXISTING SLOPE

20H:1V

EXISTING

GROUND

PROPOSED

SIDEWALK PROPOSED

RAMP

GOETSCH

DRIVE

PROPOSED

SHELTER

PROPOSED

STRUCTURE

SLAB

3.2%

BMP

SCALE: 1" = 10'

10'5'

PROPOSED SITE PLAN VIEW

C-2

AXS-A

SCALE: 1" = 10'

C-2

BXS-B

SCALE: 1" = 10'

C-2

CXS-C

SCALE: 1" = 10'

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

6 25 C-2

774CM2919006AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

MOLINE, ILLINOIS

03/17/2023 DDP DCT

PROPOSED SITE LAYOUT

FACILITIES

MANAGEMENT

Project Number

Building Number

Drawing Number

Dwg. of

WWC ENGINEERING

1275 MAPLE STREET, SUITE F

HELENA, 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

NOTES:

1. CONCRETE FOUNDATIONS AND SLAB DETAILS NOT SHOWN ON THIS SHEET.

TYPICAL CURB & SIDEWALK SECTION

NOT TO SCALE

EXISTING ASPHALT STREET

SIDEWALK4"

6"

1.5%

3" MINUS BASE COURSE

PER THE GEOTECHNICAL

REPORT

EXISTING CURB

ADA ACCESS RAMP PROFILE ADA ACCESS RAMP SECTION

3' LANDING

48:1 MAX

RAMP VARIES

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

4"

NOT TO SCALE NOT TO SCALE

101'-31 2"

RAMP12:1 MAX

LANDING48:1 MAX

12:1 MAX

TIE TO EXISTING FLOWLINE

ELEV. = 572.24'

FG ELEV. = 572.64'

FG ELEV.

= 572.58'

FG ELEV. = 572.71'

FG ELEV. = 572.65'

TIE TO EXISTING FLOWLINE

ELEV. = 572.31'

STRUCTURE ADA RAMP DETAIL VIEW

SCALE: 1" = 5'

TIE TO T.B.C.

ELEV. = 572.46'

TIE TO T.B.C.

ELEV. = 572.39'

3'-0"

3'-0"

13'-81 2"

4'-0" 3'-0"

19'-81 2"

CURB CUT

HONOR GUARD ADA RAMP DETAIL VIEW

SCALE: 1" = 5'

RAMP12:1 MAX

LANDING48:1 MAX

TIE TO EXISTING FLOWLINE

ELEV. = 571.87'

FG ELEV. = 572.19'

FG ELEV.

= 572.14'

FG ELEV. = 572.21' FG ELEV.

= 572.16'

TIE TO EXISTING

FLOWLINE ELEV. = 571.88'

TIE TO T.B.C.

ELEV. = 572.07'

TIE TO T.B.C.

ELEV. = 572.09'

4'-0"

2'-0"

2'-0"

8'-0"

CURB CUT

4'-0" 3'-0"

FG ELEV. = 572.21'

FG ELEV. = 572.20'

CONSTRUCTION DOCUMENTS

STORAGE

COMMITAL

SHELTER

EDGE OF MULCH BEDS, TYP.

SEE NOTES AND DETAILS

REPLACE ALL DISTURBED AREA

WITH SOD MATS TO MATCH EXISTING

LIMIT OF LANDSCAPE DISTURBANCE

EXISTING TREE TO REMAIN.

ADD 3' DIA. MULCH RING.

35 - DC

3 - TI

CONSTRUCTION DOCUMENTS

03/17/2023

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

RKKP

MOLINE, ILLINOIS

774CM3919006WWC 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

PROPOSED COMMITTAL

SHELTER LANDSCAPE PLAN

LS-01

07 25

5' 0' 5' 10' 20' 40'

SCALE: 1"=10'-0"

TREES CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL REMARKS

TI Thuja x 'Green Giant' / Green Giant Arborvitae 30 GAL. / 2" CAL. / 8`-10` HT. B&B 3

SHRUBS CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY DETAIL REMARKS

DC Diervilla lonicera 'Copper' / Copper Low Bush Honeysuckle 2` Ht. Pot 35

GROUND COVERS CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY DETAIL REMARKS

TB Turf Sod Bluegrass / Kentucky Bluegrass sod 5,400 sf

CONSTRUCTION DOCUMENTS

03/17/2023

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

RKKP

MOLINE, ILLINOIS

774CM3919006WWC 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

LANDSCAPE SCHEDULE

AND NOTES

LS-02

08 25

1. SITE CONDITIONS CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH EXISTING SITE CONDITIONS PRIOR TO BIDDING AND INITIATING PLANTING. ALL EXISTING SITE FURNISHINGS, PAVING, LANDSCAPE, TREES AND OTHER ELEMENTS TO REMAIN SHALL BE PROTECTED FROM ANY DAMAGE. ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH THIS WORK. CONTRACTOR TO REPAIR ALL DAMAGE DONE TO PROPERTY DURING DEMOLITION, RELOCATION AND/OR INSTALLATION ACTIVITIES AS THEIR SOLE EXPENSE.

2. FIELD CONDITIONS THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION OF PROPOSED IMPROVEMENTS PRIOR TO INITIATING ANY CONSTRUCTION. REPORT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE CONSTRUCTION DRAWINGS AND FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT IMMEDIATELY. SEE CIVIL ENGINEERING DRAWINGS FOR GENERAL GRADING OF THE SITE, INCLUDING FINISH GRADES FOR PARKING AREAS, ROADWAYS, SIDEWALKS AND PLANTING AREAS. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON-SITE BEFORE CONSTRUCTION AND/OR FABRICATION BEGINS. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DRAWINGS AND THE FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. MAINTAIN A MINIMUM OF 5 FEET HORIZONTAL SEPARATION BETWEEN ALL TREE AND SHRUB ROOT BALLS FROM ALL

MAINTAINED UTILITIES.

3. UNIT PRICING THE CONTRACTOR SHALL PROVIDE UNIT PRICES AND INCLUDE THE TOTAL COST OF THE WORK TO INSTALL THE PROJECT INCLUDING BUT NOT LIMITED TO EQUIPMENT, MATERIAL, PRODUCTS, GUARANTEES, LABOR, INSTALLATION, PLANTING SOIL MIX, MULCH, AND SO FORTH TO PROVIDE A COMPLETE JOB AS OUTLINED ON THE DRAWINGS. THE OWNER SHALL HAVE THE OPTION TO ADD OR DEDUCT FROM THE LUMP SUM BID CONTRACT AMOUNT, BASED ON THE QUOTED UNIT PRICES FOR ANY OF THE ITEMS LISTED IN THE "PLANT LIST". IN THE EVENT OF VARIATION BETWEEN QUANTITIES SHOWN ON THE PLANT LIST AND THE PLANS, THE PLANS SHALL CONTROL. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES AT THE TIME OF BIDDING. PROVIDE PRODUCT SUBMITTALS TO LANDSCAPE ARCHITECT. IF THERE IS A DISCREPANCY BETWEEN PLANTS ON PLAN(S) AND PLANTS IN THE PLANT SCHEDULE, THE PLANT

SCHEDULE SHOULD PREVAIL.

4. COORDINATION WITH OTHER TRADES THE WORK SHALL BE COORDINATED WITH OTHER TRADES, INCLUDING IRRIGATION AND ELECTRICAL TO PREVENT CONFLICTS. CARE SHALL BE TAKEN TO AVOID BURIED AND OVERHEAD UTILITIES. CONTRACTOR RESPONSIBLE

FOR KNOWING ALL UTILITY LOCATIONS.

5. UTILITY LOCATIONS THE CONTRACTOR SHALL REVIEW ARCHITECTURE/ENGINEERING PLANS TO BECOME THOROUGHLY FAMILIAR WITH SURFACE AND SUBSURFACE UTILITIES. LOCATION OF ALL UTILITIES AND BASE INFORMATION IS APPROXIMATE. CONTRACTOR SHALL NOTIFY ALL NECESSARY UTILITY COMPANIES 48 HOURS MINIMUM PRIOR TO DIGGING FOR VERIFICATION OF ALL UNDERGROUND UTILITIES, IRRIGATION AND ALL OTHER OBSTRUCTIONS AND COORDINATE WITH OWNER'S REPRESENTATIVE PRIOR TO INITIATING INSTALLATION.

CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ANY DAMAGE COMMITTED TO EXISTING ELEMENTS OR UTILITIES ABOVE OR BELOW GROUND TO ITS ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE.

CONTRACTOR SHALL FIELD ADJUST LOCATION OF PLANT MATERIAL AS NECESSARY TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES AND/OR EXISTING ABOVE GROUND ELEMENTS. ALL CHANGES REQUIRED SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE

AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE.

MAINTAIN A MINIMUM OF 5 FEET HORIZONTAL SEPARATION BETWEEN ALL TREE AND SHRUB ROOTS AND ALL MAINTAINED UTILITIES.

6. ROUGH GRADING THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ROUGH GRADING THE SITE TO WITHIN +/- 0.10 FT. OF GRADES SHOWN ON GRADING PLANS. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FINISH GRADES IN ALL LANDSCAPE AREAS.

CONTRACTOR TO APPROVE ALL GRADED AREAS PRIOR TO PLANTING.

7. DRAINAGE PERCOLATION TESTING CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE TO DRAINAGE AS INDICATED ON THE GRADING DRAWINGS. CONTRACTOR SHALL INSURE VERTICAL DRAINAGE AND PERCOLATION OF ALL PLANTING AREAS PRIOR TO INSTALLATION.

PERFORM PERCOLATION TESTS IN SEPARATE AREAS OF THE PROJECT SITE. WATER MUST BE ABLE TO PENETRATE AND MOVE THROUGH SOIL; ONE INCH PER HOUR IS CONSIDERED OPTIMAL. IF WATER REMAINS FOR MORE THAN 24 HOURS, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. PERCOLATION TEST RESULTS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO NATIVE SOIL SHALL BE ACCOMPLISHED TO AID DRAINAGE IF NECESSARY. IF INADEQUATE VERTICAL DRAINAGE IS ENCOUNTERED, THE CONTRACTOR SHALL SUBMIT RECOMMENDATIONS FOR PROVIDING ADEQUATE DRAINAGE TO THE OWNER'S

REPRESENTATIVE AND THE LANDSCAPE ARCHITECT.

8. SOIL PREPARATION ALL SOILS TO BE TILLED TO A DEPTH OF 12 INCHES MINIMUM. REMOVE STONES MEASURING OVER 1 12 INCHES IN ANY DIMENSION. REMOVE STICKS, RUBBISH, LIMEROCK AND OTHER EXTRANEOUS MATTER. THE CONTRACTOR SHALL PROVIDE AN APPROVED PLANTING SOIL MIXTURE FOR ALL PLANT MATERIAL. SEE LANDSCAPE INSTALLATION DETAILS FOR SOIL MIXTURE RECIPE.

TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL POSSESSING CHARACTERISTICS OF REPRESENTATIVE TOPSOIL IN THE VICINITY THAT PRODUCES HEAVY GROWTH. TOPSOIL SHALL HAVE A ph RANGE OF 5.5 TO 7.4, FREE FROM SUBSOIL, OBJECTIONABLE WEEDS, LITTER, STIFF CLAY, STONES LARGER THAN ONE INCH DIAMETER, STUMPS, ROOTS, TRASH, TOXIC SUBSTANCES OR ANY OTHER DELETERIOUS MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH OR HINDER PLANTING OPERATIONS. TOPSOIL SHALL CONTAIN A

MINIMUM OF THREE PERCENT ORGANIC MATERIAL.

9. MYCORRAZAE INOCULATE ALL PLANTING BEDS AND TREE LOCATIONS WITH MYCORRAZAE.

MYCORRHIZAL INOCULANTS ARE BENEFICIAL FUNGI THAT HELP INCREASE BENEFICIAL MICROORGANISMS AT THE ROOT LEVEL OF PLANTS.

THIS THEN INCREASES ROOT GROWTH AND ALLOWS THE PLANT TO TAKE BETTER ADVANTAGE OF THE NUTRIENTS IN THE SOIL BY

IMPROVING NUTRIENT UPTAKE AND GREATLY IMPROVING SOIL CHARACTERISTICS.

A. USE ENDOMYCORRHIZAL INOCULANT MICRONIZED ONLY.

B. ORDER ONLINE: HTTPS://WWWSMILINGARDNER.COM/SALE/IMYCORRHIZAE-FOR-SALE/ OR APPROVED EQUAL.

C. APPLICATION: SPRINKLE IN THE PLANTING PIT.

D. FOR 1 INCH TO 3 INCH CALIPER TREES, 1/2 POUND OF MYCORRHIZAL INOCULANT CAN SERVE UP TO 30 TREES - THAT'S 2 TEASPOONS

PER TREE.

10. BIOCHAR HELPS REDUCE COMPACTION OF THE SOIL AND HELPS BOLSTER MYCORRHIZAE IN THE NATIVE AND NEWLY INSTALLED SOILS

A. ORDER ONLINE: WWW.BIOCHARNOW.COM

B. APPLICATION: USE 'SAND SIZE' AT A RATE OF 1 CUBIC FOOT PER 20 SQUARE FEET OF PLANTING AREA.

11. NO PLANT SUBSITUTIONS ALLOWED NO PLANT SUBSTITUTIONS WILL BE ACCEPTED WITHOUT WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT PROOF OF NON-AVAILABILITY AND A PROPOSAL FOR

EQUIVALENT MATERIAL.

12. PLANTING

A. THE PLANT QUANTITIES SHOWN ON THE LANDSCAPE PLANS ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AND REPORTING ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR

CLARIFICATION PRIOR TO CONTRACT AWARD AND COMMENCEMENT OF WORK.

B. PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS

AND MAKE ARRANGEMENTS WITH THE LANDSCAPE ARCHITECT TO REVIEW PLANT MATERIAL.

C. THE CONTRACTOR IS RESPONSIBLE FOR ERADICATING WEEDS AND GRASS WITHIN THE LIMITS OF THE PLANTING AREAS PRIOR TO BEGINNING LANDSCAPE INSTALLATION. PERENNIAL WEEDS AND GRASSES TO BE REMOVED INCLUDE, BUT ARE NOT LIMITED TO, NUT GRASS, PUNCTURE VINE, MORNING GLORY, TORPEDO GRASS, BERMUDA GRASS, BAHIA GRASS, CRAB GRASS AND OTHER NOXIOUS AND/OR INVASIVE WEEDS. THE SITE IS TO BE MAINTAINED WEED FREE THROUGHOUT PLANTING OPERATIONS. TO PREPARE THE PLANTING AREAS, SPRAY HERBICIDE WITH MANUFACTURER'S RECOMMENDATIONS, WAIT TWO WEEKS, SPRAY A SECOND TIME, WAIT

TWO WEEKS, SPRAY A THIRD TIME.

D. UPON ARRIVAL, PLANTS SHALL BE PROTECTED AT THE SITE BY BEING THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL

PLANTED. ALL TREES SHALL BE INSTALLED WITHIN 72 HOURS OF DELIVERY.

E. LABEL AT LEAST ONE PLANT OF EACH SPECIES WITH A SECURELY ATTACHED WATERPROOF TAG BEARING THE BOTANICAL NAME.

F. ALL PLANTS THAT DO NOT CONFORM TO SPECIFICATIONS WILL BE REJECTED. ANY PLANTS IN SHOCK (WITH DEAD OR DYING LEAVES), HAVE ROOTS THAT ARE SEVERELY BOUND IN THE CONTAINER OR THAT ARE DEAD WILL BE REJECTED. CONTAINER GROWN PLANTS SHOULD HAVE SUFFICIENT ROOTS TO HOLD THE CONTAINER SOIL TOGETHER AFTER REMOVAL FROM THE CONTAINER.

LANDSCAPE INSTALLATION NOTES:

M. CONTRACTOR SHALL RE-GRADE ALL AREAS DISTURBED BY PLANT REMOVAL, RELOCATION AND/OR INSTALLATION WORK.

N. ALL TREE AND SHRUB ROOTBALLS SHALL BE A MINIMUM OF 5 FEET HORIZONTAL SEPARATION FROM ANY UTILITY.

O. ALL TREES, SHRUBS, AND GROUNDCOVER SHALL BE PLANTED FLUSH WITH FINISHED GRADE.

15.TREES

A. IRRIGATION MUST BE INSTALLED BEFORE TREES ARE PLANTED.

B. PLANT TREES WITH THE ROOTBALL FLUSH WITH THE FINISHED GRADE SOIL. DO NOT PLACE SOIL OR MULCH ON TOP OF THE ROOTBALL. BEFORE PLANTING, EXPOSE THE ROOT FLARE OF EACH TREE. RESTORE GRADE AT BASE OF TRUNK TO ACTUAL ROOT FLARE ELEVATION. DO NOT MOUND MULCH OR SOIL AGAINST ROOT FLARE OF TRUNK; REMOVE WIRE BASKET AND BURLAP ON ALL

SIDES OF ROOTBALL TO EXPOSE ROOTS TO SOIL.

C. ALL TREES WITHIN SOD AREAS AND GROUNDCOVER AREAS TO RECEIVE A 4 FOOT RADIUS (FROM THE TRUNK) AREA OF PINE STRAW

MULCH. DO NOT MOUND MULCH AGAINST ROOT FLARE OR TRUNKS OF TREES OR SHRUBS.

D. TREES WITH GIRDLING ROOTS, BROKEN ROOTBALLS, WOUNDS, BARK INJURIES ON THE MAJOR TRUNKS, TIP DIE BACK OR IN SHOCK

(WITH DEAD OR DYING LEAVES) WILL BE REJECTED.

E. IF TREES ARE DELIVERED IN METAL BASKETS, REMOVE THE TOP 23 OF THE METAL BASKETS AND BURLAP JUST PRIOR TO PLANTING. IF TREES ARE BURIED IN THE FULL METAL BASKETS, A FINE OF $2,000 PER TREE WILL BE IMPOSED BY THE OWNER.

F. BALLED AND BURLAP TREES SHOULD BE DUG AND PREPARED FOR SHIPMENT IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE AND FUTURE DEVELOPMENT AFTER PLANTING. IN AS MUCH AS POSSIBLE, CONTRACTOR TO ENSURE THAT TREES SHOULD BE ROOT PRUNED A MINIMUM OF 30 DAYS PRIOR TO DIGGING AND HARDENED OFF AT THE NURSERY FOR A MINIMUM OF 30 DAYS PRIOR TO SHIPPING. IN ADDITIONAL TO ROOTBALL IRRIGATION, THE NURSERY SHOULD PROVIDE OVERHEAD MIST IRRIGATION FOR THE DURATION OF THIS PERIOD. THE PRODUCT RECEIVED ON SITE SHOULD HAVE A FIRM BALL WITH NATURAL SOILS. DRIED, CRACKED OR BROKEN ROOTBALLS WILL BE REJECTED. ROOTBALLS SHOULD BE SIZED AT A MINIMUM DIAMETER RATIO OF 12 INCHES OF ROOTBALL FOR EACH 1 INCH OF TREE CALIPER. ALL FIELD GROWN TREES MUST BE FROM A 'ROOTS PLUS' GROWERS NURSERY.

G. AFTER EXCAVATION OF TREE PLANTING PIT, PLACE TREE IN PIT AND BACK FILL WITH SOIL IN 12 INCH LAYERS. WATER IN AND COMPACT EACH LAYER TO ELIMINATE AIR VOIDS. IMMEDIATELY APPLY AT LEAST 8 INCHES OF WATER. AFTER PLANTING, REMOVE EXCESS SOIL

AND RAKE PLANT BEDS TO A SMOOTH EVEN SURFACE. RAKE SMOOTH AND THEN CREATE A 4 INCH HEIGHT SOIL SAUCER

APPROXIMATELY 3 FEET RADIAL TO THE TRUNK.

16. INSPECTIONS

A. THE CONTRACTOR SHALL NOTIFY OWNER A MINIMUM OF 7 DAYS IN ADVANCE OF THE PLANT MATERIAL DELIVERY TO THE SITE. THE OWNER OR DESIGNEE SHALL INSPECT THE PLANT MATERIAL BEFORE THE PLANTS AND TREES HAVE BEEN UNLOADED.

B. THE OWNER OR DESIGNEE SHALL HAVE THE RIGHT, AT ANY STAGE OF THE OPERATIONS, TO REJECT ANY AND ALL WORK AND/OR MATERIALS WHICH, IN HER OPINION, DO NOT MEET WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.

C. TREE CALIPER SIZES NOTED ARE MINIMUM. ALL CONTAINER SIZES NOTED ARE MINIMUM; INCREASE SIZE, IF NECESSARY, TO PROVIDE

PLANT HEIGHT AND SPREAD PER SPECIFICATIONS.

D. ALL INSTALLATION OF PLANT MATERIAL SHALL COMPLY WITH APPLICABLE JURISDICTIONAL CODES. THE CONTRACTOR IS

RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH THIS WORK.

E. PRIOR TO PLANTING INSTALLATION, THE CONTRACTOR SHALL CONFIRM THE AVAILABILITY OF ALL THE SPECIFIED PLANT MATERIALS.

SUBMIT DATED PHOTOGRAPHS OF TREE MATERIAL, PLANT MATERIAL AND SPECIMENS TO THE LANDSCAPE ARCHITECT FOR REVIEW. IF PLANT MATERIAL DOES NOT COMPLY WITH THE REQUIREMENTS AS SPECIFIED HEREIN, THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT SUCH PLANTS AND REQUIRE THE CONTRACTOR TO REPLACE REJECTED MATERIALS OR WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED AND FOUND TO BE ACCEPTABLE.

17. PRE-INSTALLATION PLANT LAYOUT INSPECTION CONTRACTOR SHALL LAYOUT ALL PLANT MATERIAL PRIOR TO INITIATING INSTALLATION FOR THE REVIEW AND APPROVAL OF THE LANDSCAPE ARCHITECT. THE LOCATION OF ALL PLANT MATERIAL IS SUBJECT TO FIELD CHANGE.

CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF 5 WORKING DAYS TO SCHEDULE INPSECTION OF PLANT MATERIAL

LAYOUT PRIOR TO PLANTING.

THE LOCATION OF PLANTS, AS SHOWN IN THESE PLANS, ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS, TO COMPLY WITH SAFETY CRITERIA, TO AVOID CREATING UNSAFE CONDITIONS, OR AS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. ALL ADJUSTMENTS SHALL BE VERIFIED AND APPROVED BY THE LANDSCAPE ARCHITECT.

18. EXISTING VEGETATION TO REMAIN ALL EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED. ANY PLANT/TREE DAMAGE SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. SEE TREE PROTECTION PLANS FOR DETAILS.

19. STAKING CONTRACTOR SHALL INSURE THAT ALL TREES ARE MAINTAINED STRAIGHT AND PLUMB. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT PLANTS AND TREES FROM FALLING OR BEING BLOWN OVER, TO RE-STRAIGHTEN AND REPLANT ALL PLANTS WHICH LEAN OR FALL AND TO REPLACE ALL PLANTS WHICH ARE DAMAGED DUE TO LACK OF GUYING OR STAKING. PLANTS BLOWN OVER BY HIGH WINDS UNDER 39 MPH SHALL NOT BE CAUSE FOR ADDITIONAL EXPENSE TO THE OWNER, BUT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DAMAGED PLANTS SHALL BE BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

21. WATERING IRRIGATION TO BE IN PLACE BEFORE LANDSCAPE INSTALLATION COMMENCES. ALL PLANTS SHALL BE THOROUGHLY WATERED AT TIME OF PLANTING AND KEPT ADEQUATELY WATERED UNTIL TIME OF FINAL INSPECTION ACCEPTANCE. BEGIN WATER ESTABLISHMENT PERIOD IMMEDIATELY. PROVIDE SUFFICIENT QUANTITY OF WATER TO SATURATE THE SOIL 18 INCHES DEEP AND THROUGHOUT THE PLANTING BACKFILL AREA DURING THE CONTRACT MAINTENANCE PERIOD. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED UNTIL PLANT MATERIALS ARE WELL ESTABLISHED, TO SUPPLEMENT IRRIGATION WATERING AND RAINFALL, AND SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL LANDSCAPE AREAS WHERE THE EXISTING OR PROPOSED IRRIGATION IS FOR WHATEVER REASON NOT OPERATING OR NOT OPERATING CORRECTLY.

22. CLEAN SITE CONTRACTOR SHALL CLEAN THE WORK AREAS AT THE END OF EACH WORKING DAY. RUBBISH AND DEBRIS SHALL BE COLLECTED AND DESPOSED OF DAILY. ALL MATERIALS, PRODUCTS, AND EQUIPMENT SHALL BE STORED IN AN ORGANIZED FASHION AS

DIRECTED BY THE OWNER'S REPRESENTATIVE.

LANDSCAPE MAINTENANCE NOTES:

1. MAINTENANCE PRIOR TO INITIAL ACCEPTANCE

A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING AND CONTINUE UNTIL FINAL ACCEPTANCE.

MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE UNTIL THE

DATE OF FINAL COMPLETION WHEN THE 365 DAY PLANT WARRANTY PERIOD BEGINS.

B. PLANT MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, MULCHING, TIGHTENING AND REPAIRING OF GUYS, REPLACEMENT OF SICK OR DEAD PLANTS, RESETTING PLANTS, RESETTING PLANTS TO PROPER GRADES OR UPRIGHT POSITION, RESTORATION OF THE PLANTING SAUCER, AND

ALL OTHER CARE NEEDED FOR PROPER GROWTH AND HEALTH OF THE PLANT MATERIAL.

2. INITIAL ACCEPTANCE / MAINTENANCE WARRANTY CONTRACT COMMENCEMENT

A. UPON COMPLETION OF ALL LANDSCAPING, AN INSPECTION FOR SUBSTANTIAL COMPLETION OF THE

WORK SHALL BE HELD. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AND

LANDSCAPE ARCHITECT FOR SCHEDULING OF THE INSPECTION AT LEAST SEVEN (7) DAYS PRIOR TO THE ANTICIPATED INSPECTION DATE. A PUNCH LIST WILL BE COMPLETED, IF APPLICABLE. WHEN THE PUNCH LIST HAS BEEN COMPLETED, A FINAL INSPECTION SHALL BE SCHEDULED. THE CONTRACTOR WILL NOTIFY THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT AT LEAST SEVEN (7)

DAYS PRIOR TO THE FINAL ACCEPTANCE INSPECTION DATE.

B. WARRANTY CONTRACTOR TO SUBMIT A WRITTEN WARRANTY WILL COMMENCE ON THE DATE OF FINAL ACCEPTANCE THAT ALL PLANTS WILL REMAIN IN A "HEALTHY, VIGOROUS CONDITION" AND MEET SPECIFICATIONS FROM THE DATE OF INITIAL ACCEPTANCE AND UNTIL FINAL ACCEPTANCE (AFTER 365 DAYS). A WRITTEN NOTICE WILL BE GIVEN BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR

STATING THE DATE WHEN THE 365 DAY MAINTENANCE AND GUARANTEE PERIOD BEGIN.

C. IF PLANTS ARE DIRECTED TO BE REPLACED, REPLACEMENT SHALL TAKE PLACE WITHIN 14 DAYS OF

RECEIPT OF WRITTEN REPORT.

D. IF THE INSTALLATION CONTRACTOR WILL NOT BE PERFORMING THE MAINTENANCE DURING THE MAINTENANCE PERIOD, THE INSTALLATION CONTRACTOR WILL BE REQUIRED TO PERFORM MONTHLY INSPECTIONS AND DIRECT THE PROPER MAINTENANCE TECHNIQUES AND DIRECT ANY DEAD PLANT MATERIAL BE REPLACED. IF THERE IS A DISCREPANCY AT THE END OF THE MAINTENANCE PERIOD, THE

INSTALLATION CONTRACTOR WILL BE RESPONSIBLE FOR ALL PROPER MAINTENANCE AND

REPLACEMENT OF DEAD PLANT MATERIAL AT NO COST TO THE OWNER.

3. FINAL INSPECTION AND ACCEPTANCE/ END OF MAINTENANCE CONTRACT

A. WHEN 365 DAY MAINTENANCE WORK IS COMPLETE (PLANT MATERIAL GUARANTEE PERIOD), THE CONTRACTOR SHALL SUBMIT WRITTEN NOTIFICATION TO THE LANDSCAPE ARCHITECT. THE OWNER'S

REPRESENTATIVE AND THE LANDSCAPE ARCHITECT WILL CONDUCT A FINAL ACCEPTANCE

INSPECTION.WITHIN 14 DAYS OF WRITTEN NOTIFICATION.

B. PLANTS SHALL BE ACCEPTABLE IF THEY ARE IN A HEALTHY AND VIGOROUS CONDITION AND ARE IN

COMPLIANCE WITH THE SPECIFICATIONS FOR EACH PLANT AS DETERMINED BY THE LANDSCAPE

ARCHITECT. REPLACE REJECTED WORK/PLANTS WITHIN 14 DAYS OF NOTIFICATION. CONTINUE

LANDSCAPE MAINTENANCE UNTIL WORK IS RE-INSPECTED AND FOUND ACCEPTABLE. PLANT

REPLACEMENTS SHALL BE GUARANTEED FOR AN ADDITIONAL 30 DAYS. UPON SATISFACTORY

COMPLETION, THE LANDSCAPE ARCHITECT WILL PROVIDE A WRITTEN FINAL ACCEPTANCE OF THE

PLANT MATERIAL.

J. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION PROTECTION AND SLOPE STABILIZATION BY

OWNER-APPROVED METHODS.

K. ALL PLANTS AND PLANTING AREAS SHALL BE TOP DRESSED WITH 3 INCHES OF PINE STRAW MULCH. ALL TREES SHALL HAVE A 3 INCH THICK, 36 INCH RADIUS (FROM THE TRUNK) MULCH RING PLACED AROUND THE BASE OF THE TRUNK. PERENNIALS AND

GROUNDCOVER 1 1/2 INCHES MULCH.

L. IRRIGATION TO BE INSTALLED BEFORE PLANTING INSTALLATION BEGINS. CONTRACTOR SHALL COORDINATE ALL PLANTING WORK WITH IRRIGATION WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL HAND WATERING AS REQUIRED TO SUPPLEMENT IRRIGATION WATERING AND RAINFALL. CONTRACTOR SHALL BE RESPONSIBLE FOR HAND WATERING IN ALL PLANTING AREAS, REGARDLESS OF THE STATUS OF EXISTING OR PROPOSED IRRIGATION.

G. IRRIGATION MUST BE INSTALLED BEFORE PLANTS ARE PLANTED. PLANT PLANTS FLUSH WITH FINISHED GRADE SOIL. BACK FILL WITH SOIL IN 12 INCH LAYERS. WATER IN AND COMPACT EACH LAYER TO ELIMINATE AIR VOIDS. IMMEDIATELY APPLY AT LEAST 2 INCHES OF WATER. AFTER PLANTING, REMOVE EXCESS SOIL AND RAKE PLANT BEDS TO A SMOOTH EVEN SURFACE. AT THE PLANTING BED EDGES, TAPER SOIL GRADE DOWN TO A LEVEL BELOW THE TOP OF THE ADJACENT STRUCTURE OR LAWN TO ALLOW FOR A 3 INCH

LAYER OF MULCH.

H. ALL SOD PLANTED WITH NO GAPS BETWEEN SOD PIECES, ROLLED AND SEEMS SHALL BE SANDED AFTER INSTALLATION. PEG ALL SOD

ON SLOPES GREATER THAN 3:1

I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY AND PLUMB CONDITION OF ALL TREES AND SHRUBS AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT MATERIALS. STAKING OF TREES OR SHRUBS SHALL BE

DONE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.

23. VEHICLE PARKING AND HOLDING AREA CONTRACTOR AND EMPLOYEE VEHICLE PARKING AND

LANDSCAPE HOLDING AREAS SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE.

24. CONSTRUCTION ACCESS, SCHEDULING AND COORDINATION CONSTRUCTION ACCESS SHALL BE INDICATED BY THE OWNER'S REPRESENTATIVE. COORDINATION OF HEAVY EQUIPMENT AND MATERIALS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF WORK WITH OTHER TRADES AND THE OWNER'S REPRESENTATIVE.

THE CONTRACTOR SHALL COORDINATE ACCESS AND STAGING AREAS WITH THE OWNER'S

REPRESENTATIVE. THE CONTRACTOR SHALL TAKE WHATEVER MEANS THAT MAY BE NECESSARY TO FULLY UNDERSTAND ALL THE ACCESS ROUTES AND CONSTRUCTION SCHEDULES IN ORDER TO PROVIDE A COMPLETE AND FINISHED PROJECT ON SCHEDULE. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING EROSION AND SEDIMENTATION CONTROL MEASURES DURING CONSTRUCTION. PROVIDE ADDITIONAL MEASURES AS NECESSARY TO MINIMIZE ADVERSE IMPACTS IN ACCORDANCE WITH ALL APPLICABLE

FEDERAL, STATE AND LOCAL CODES.

25. SAFETY THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFETY MEASURES DURING

CONSTRUCTION OPERATIONS TO PROTECT THE PUBLIC ACCORDING TO ALL APPLICABLE CODES AND

PROFESSIONAL AND LOCAL PRACTICES.

PLANT SCHEDULE

PLANT REFERENCE PHOTOS

DIERVIOLA LONICERA 'COPPER'

THUJA X 'GREEN GIANT'

CONSTRUCTION DOCUMENTS

03/17/2023

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

RKKP

MOLINE, ILLINOIS

774CM3919006WWC 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

LANDSCAPE INSTALLATION

DETAILS

LS-03

09 25

TREE GUYING DETAIL - ON SLOPE TREE GUYING DETAIL

TREE PLANTING DETAIL

TREE STAKING DETAIL SHRUB PLANTING DETAIL

TREE PLANTING DETAIL - ON SLOPE

SCALE: NTSSECTION SCALE: NTSSECTION

SCALE: NTSSECTION SCALE: NTSSECTION

SCALE: NTSSECTIONSCALE: NTSSECTION

EXISTING CONCRETE SLAB

02-08

02-08

02-10

02-11

02-11

02-11

02-11

02-11

02-11

02-11

02-07

AD-2

AD-22

02-05

02-11

02-11

02-11

02-11

02-11

02-11

02-11

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

03/17/2023

DEMOLITION PLAN

AD-1

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

JGCKP

MOLINE, ILLINOIS

774CM3919006

10 25

1/4" = 1'-0"

DEMOLITION PLAN

1/4" = 1'-0"

DEMOLITION ROOF PLAN

GENERAL NOTES:

KEYNOTES:

02-05 DEMOLISH EXISTING SHELTER STEEL ROOF AND ROOF

STRUCTURE.

02-07 DEMOLISH EXISTING WOOD BASE.

02-08 DEMOLISH EXISTING SHELTER CONCRETE SLAB ON GRADE.

02-10 DEMOLISH EXISTING SIDEWALK, SEE CIVIL DRAWINGS.

02-11 DEMOLISH EXISTING RETAINING WALL AND STONE CAP.

N N

02-05

02-06

02-07

02-08

02-09

02-11 02-11

02-11 02-11

02-10

02-05

02-11

02-07

02-06

02-09

02-08

02-11

TOP OF SHORT WALL

105' - 8"

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

03/17/2023

DEMOLITION ELEVATIONS

AD-2

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

JGCKP

MOLINE, ILLINOIS

774CM3919006

11 25

1/4" = 1'-0"

DEMOLITION FRONT ELEVATION

1/4" = 1'-0"

DEMOLITION SIDE ELEVATION

GENERAL NOTES:

KEYNOTES:

02-05 DEMOLISH EXISTING SHELTER STEEL ROOF AND ROOF

STRUCTURE.

02-06 DEMOLISH EXISTING SHELTER WOOD FRAME STRUCTURE.

02-07 DEMOLISH EXISTING WOOD BASE.

02-08 DEMOLISH EXISTING SHELTER CONCRETE SLAB ON GRADE.

02-09 DEMOLISH EXISTING SHELTER CONCREE FOUNDATION.

02-10 DEMOLISH EXISTING SIDEWALK, SEE CIVIL DRAWINGS.

02-11 DEMOLISH EXISTING RETAINING WALL AND STONE CAP.

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.

A-2

A-2

A-2

A-21

A-2

A-2

A-2

A-2

STORAGE

A-3

A-3

COMMITTAL

SHELTER

A-4

A

A

A-25

5'-8" AFF

5'-8" AFF

5'-8" AFF

5'-8" AFF

A-3

/2

/2

B24A

B12A

B12C

B12C

B12C

B12C

7' - 4"18' - 6"8' - 0"5' - 2"

3' - 0"39' - 0"

/2

/2

/2

B12A B24A

B16C

6' - 0"

B16C

B12CB12C

26-20

12-6312-63

12-6312-63

03-0103-01 05-20

05-20

05-20

03-02

12-70

4' - 8" 32' - 8" 4' - 8"

42' - 0"

B

B

12-64

LIMESTONE

GROUT

LIMESTONE

B12A

LIMESTONE

AIR SPACE

FLUID APPLIED MEMBRANE AIR / MOISTURE RETARDER

7 5/8" CMU, SEE STRUCTURAL

B12C

LIMESTONE

7 5/8" CMU, SEE STRUCTURAL

AIR SPACE

7 5/8" CMU, SEE STRUCTURAL

3 5/8" LIME STONE BRICK VENEER

B24A 2

LIMESTONE

AIR SPACE

FLUID APPLIED MEMBRANE AIR / MOISTURE RETARDER

11 5/8" CMU, SEE STRUCTURAL

B16C

A-2

A-2

A-2

A-2

RIDGE

H

IP

H

IP H

IP

H

IP

A-4

A

A

07-40 07-41

07-43

07-43 26-22

3" / 12"3" / 12"

B

B

A-2

A-2

A-2

A-21

A-2

A-2

A-2

A-2

A-3

A-4

A

A

A-3

8' - 0 1/2"

8' - 0 1/2"

8' - 0 1/2"

8' - 0 1/2"

1 1/2" / 12"

/2

/2

8' - 0"

07-42

07-51

07-5007-50

07-41

07-42

07-42

07-42

07-42 07-42

07-42

B

B

DOWNSPOUTS

HIP/RIDGE VENT

ROOF LEGEND:

SOFFIT PANEL (MSP-1)

SURFACE MOUNT LIGHT,

SEE ELECTRICAL

STRIP LIGHT, SEE ELECTRICAL

PERFORATED PANEL FOR VENTING

VV - VA FURNISHED, VA INSTALLED

CC - CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

VC - VA FURNISHED, CONTRACTOR INSTALLED

CEILING LEGEND:

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

03/17/2023

COMMITTAL SHELTER

FLOOR, REFLECTED CEILING

AND ROOF PLANS

A-1

AE COMMITTAL SHELTER DESIGN

ROCK ISLAND NATIONAL

CEMETERY

JGCKP

MOLINE, ILLINOIS

774CM3919006

12 25

GENERAL NOTES:

KEYNOTES:

03-01 CONCRETE SAW CUT CONTROL JOINT

03-02 ISOLATION JOINT

05-20 12" EMBEDDED HALFEN ANCHOR CHANNEL

07-40 (MRP-1) PREFINISHED METAL STANDING SEAM ROOF

PANELS, TYPICAL, COLOR BROWN.

07-41 PREFINISHED METAL GUTTER, COLOR BRONW.

07-42 PREFINISHED METAL DOWNSPOUTS, COLOR BROWN.

07-43 PREFINISHED RIDGE VENT, COLOR TO MATCH ROOF

MATERIAL

07-50 (MSP-1) PREFINISHED FLUSH SEAM METAL SOFFIT PANEL,

COLOR GRAY

07-51 (MSP-1) PERFORATED PREFINISHED FLUSH SEAM METAL

SOFFIT PANEL, COLOR GRAY

12-63 REMOVABLE CAST IRON BENCH, CC

12-64 TRASH RECEPTACLE.

12-70 CASKET HOLDER, VV

26-20 ELECTRICAL PANEL, SEE ELECTRICAL

26-22 PA SPEAKER LOCATION, SEE ELECTRICAL DRAWINGS;

COORDINATE FINAL LOCATION WITH COR

1/4" = 1'-0"

FLOOR PLAN

1 1/2" = 1'-0"

WALL TYPES

1/4" = 1'-0"

ROOF PLAN

1/4" = 1'-0"

RCP - Level 1

N N

N

F

A

D

I

E

T

D S T

N U

E T

M

AP

R

E NT O

S

A

T SE FO

R E

M

A

CI

N

VE RA

TE

A

FA

I R F

S

2"

MIN.

[51mm]

LEVEL 1

100' - 0"

T.O. FTG.

96' - 0"

T.O. WALL

108' - 0"

A-2

A-2

2 1

07-42

07-60

04-72

07-41

07-43

07-40

10-14

04-20

TOP OF SHORT WALL

105' - 8"

07-4407-44

07-60

LEVEL 1

100' - 0"

T.O. FTG.

96' - 0"

T.O. WALL

108' - 0"

A-2

A-2

A-3

A-3

A-4

A

A-3

07-60

04-72

07-4307-43

07-40

07-41

07-60

TOP OF SHORT WALL

105' - 8"

07-45

07-60

07-45

07-60

07-45

B

LEVEL 1

100' - 0"

T.O. FTG.

96' - 0"

T.O. WALL

108' - 0"

A-2

A-2

08-11

04-2007-60

07-41

07-40

07-43

04-72

TOP OF SHORT WALL

105' - 8"

07-45

07-60

07-45

07-6007-60

07-4507-45

LEVEL 1

100' - 0"

T.O. FTG.

96' - 0"

T.O. WALL

108' - 0"

A-2

A-2

A-3

A-3

A-4

A

A-3

07-40

07-4004-20

07-60

TOP OF SHORT WALL

105' - 8"

07-44

07-42

07-60

07-44

07-42

07-60

07-44

07-42

07-60

07-45 07-60

07-45

B

LEVEL 1

100' - 0"

T.O. FTG.

96' - 0"

T.O. WALL

108' - 0"

A-2

A-2 21

ROOF SYSTEM:

STANDING SEAM METAL ROOF (MRP-1)

ROOF UNDERLAYMENT

5/8" PLYWOOD SHEATHING, SEE STRUCTURAL

PRE-ENGINEERED WOOD TRUSS, SEE

STRUCTURAL

FLUSH SEAM METAL SOFFIT (MSP-1)

5" CONCRETE SLAB,

SEE STRUCTURAL

COLUMN, SEE

STRUCTURAL

CONCRETE

SIDEWALK, SEE CIVIL

WALL SYSTEM:

LIMESTONE

GROUT, SEE STRUCTURAL

BRICK VENEER

FOUNDATION SYSTEM:

CONCRETE FOUNDATION

SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

TOP OF SHORT WALL

105' - 8"

3"

12"

A-3

LEVEL 1

100' - 0"

T.O. FTG.

96' - 0"

T.O. WALL

108' - 0"

A-2

A-2

ROOF SYSTEM:

STANDING SEAM METAL ROOF

(MRP-1)

ROOF UNDERLAYMENT

5/8" PLYWOOD SHEATHING

PRE-ENGINEERED WOOD

TRUSS, SEE STRUCTURAL

FLUSH SEAM METAL SOFFIT

(MSP-1)

STORAGE

A-4

A

COMMITTAL

SHELTER

WALL SYSTEM:

LIMESTONE

AIR SPACE

FLUID - APPLIED MEMBRANE

AIR/MOISTURE RETARDER

8" CMU

FOUNDATION WALL SYSTEM:

CONCRETE FOUNDATION

SEE STRUCTURAL

FLOOR SYSTEM:

5" CONCRETE SLAB, SEE STRUCTURAL

6" SUBBASE, TYP.

A-3

A-3

B

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.

ARMY MARINE

CORP

NAVY

AIR

FORCE

SPACE

FORCE

BRONZE SERVICE EMBLEMS;

18" DIAMETER, TYPICAL.

SEE DETAIL 8/A-2.

CASKET HOLDER

EQEQEQEQEQ

COAST

GUARD

NOTES:

THE CONTRACTOR WILL NEED TO PROVIDE AND INSTALL PER THE…