2226.17_Sheridan Bldg 64_Combined Submittal Set_updated_20220608_Part2.pdf

A1 C-505

SILT FENCE DETAIL

N.T.S.

A4 C-505

CONSTRUCTION ENTRANCE DETAIL

N.T.S.

BERM AROUND PERIMETER

2' M

IN

8'X8' MIN. OR AS REQUIRED

1' MIN. (TYP.)

3:1 SLOPE OR FLATTER (TYP.)

COMPACTED EMBANKMENT

MATERIAL (TYP.)

1' M

IN

NOTES:

1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE

PLACEMENT ON SITE.

2. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED

OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.

3. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE

AND DISPOSED OF AT AN APPROVED WASTE SITE.

4. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL

BE RE-GRADED, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED

BY THE INSPECTOR.

TO CONTAIN WASTE CONCRETE

CROSS SECTIONAL VIEW

A7 C-505

CONCRETE WASHOUT AREA DETAIL

N.T.S.

BREAKAWAY SUPPORT STUB CLEARANCE DIAGRAM

TOP OF ANCHOR POST

GROUND LINE

CHORD LINE

NOTE:

THE TOP OF ANCHOR POST SHALL NOT EXTEND MORE

THAN 4" MAX. ABOVE THE CHORD LINE WITHIN A 60"

CHORD.

SECTION C-C

5/16" DIA.

CORNER BOLT

2 1/4" PERFORATED

SQUARE ANCHOR

POST

C PERFORATED

SQUARE POST

L

C P

E R

FO

R

A

TE

D S

Q U

A R

E P

O S

T L

2" PERFORATED

SQUARE

SIGN POST

2 1/2" PERFORATED

SQUARE STIFFENER

SLEEVE

GENERAL NOTES:

1. ALL POSTS SHALL BE GALVANIZED IN ACCORDANCE WITH

ASTM A653.

2. ALL HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH

ASTM A153.

INSTALLATION PROCEDURE:

1. DRIVE ANCHOR POST AND SLEEVE TO WITHIN APPROXIMATELY

1 1/2 '' ABOVE GROUND LEVEL.

2. INSERT SIGN POST INTO ANCHOR TO A MINIMUM DEPTH OF

9'' BELOW GROUND LEVEL.

3. PLACE CORNER BOLTS AND FLAT WASHERS THROUGH TOP

HOLES IN ANCHOR POST. REMOVE DIRT FROM AROUND THE

POST AS NECESSARY TO ALLOW ROOM FOR BOLTS

4. PLACE A FLAT WASHER & NUT ON EACH BOLT.

5. TIGHTEN NUTS AND TAMP EARTH AROUND BASE POST FIRMLY.

6. FOR SIGNS OVER 48" WIDE, TWO POSTS ARE REQUIRED.

ELEVATION

*2" SIGN POST

GROUND

LINE

2 1/4" ANCHOR

POST

L

SQUARE POST

C PERFORATED

E M

B E

D M

E N

T

M

IN

C C

2 1/2" SLEEVE

F7 C-505

SIGN POST INSTALLATION DETAIL

N.T.S.

MUTCD R8-3A-24

MUTCD R8-4-30

SIGN POST - SEE

F7/C-505

F3 C-505

EMERGENCY PARKING SIGN

N.T.S.

SIGN POST - SEE

F7/C-505

MUTCD R4-3AR-36

F1 C-505

THRU TRAFFIC SIGN

N.T.S.

C-505

SM JM

CIVIL DETAILS #5

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

E

E

E E

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S D

SD

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COMM COMM COMM COMM COMM COMM

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COCO

P

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CR

DC

DC

P

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SD

SD

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12186

GRASS: SOD AS

SPECIFIED

GRASS: SEEDED AS

SPECIFIED

BEDS TO BE MULCHED WITH

1 1/2" - 2 1/2" TONALITE

ROUND RIVER ROCK

KEYNOTES

PATIO TABLE - SEE F1/L-502 ( BID ALTERNATE # 6 )

BENCH - SEE F5/L-502 ( BID ALTERNATE # 6 )

GRILL - BY OWNER

BIKE RACK - SEE F7/L-502 ( BID ALTERNATE # 6 )

TRASH RECEPTACLE F3/L-502 ( BID ALTERNATE # 6 )

FENCE COLUMN - SEE B4/L-501

LAWN EDGER TYP - SEE B6/LP501

EXISTING EXHAUST VENT

ORNAMENTAL FENCE - SEE B4/L-501

EXTERIOR LIGHT - SEE LL101

LIGHTED BOLLARD - SEE LL101

RAISED PLANTING BED TYP - SEE F3/L-501

TYPE 1 STAIRS W/ HANDRAIL TYP - SEE C3/L-503

SIDEWALK - SEE CIVIL

CONTROLLED ACCESS GATE - SEE B1/L-501 : COORDINATE W/ ELECTRICAL

PAVER PATIO - SEE F7/L-501

SOLDIER COURSE - SEE F7/L-501

COLUMN / FENCE PLANTING - SEE B5/L-501

LOADING DOCK W/ GUARDRAIL - SEE B5/L-502 - AND STRUCTURAL

BOLLARD (TRAFFIC CONTROL) - SEE CIVIL F3/C-502

CONCRETE BAND: 1'-0" WIDTH - SEE F7/L-501

TYPE 2 STAIRS W/ HANDRAIL TYP - SEE C3/L-504

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

LP101

EH JM

LANDSCAPE SITE PLAN

00 10' 20'

HORIZ. SCALE: 1"=10'

NOTE: REFER TO PLANT LIST LP102 FOR LANDSCAPE

SPECIES, QUANTITIES AND PLANTING NOTES

GRASS MIXTURE:

TRI-MIX SEED FROM SHERIDAN FEED AND SEED

(FESCUE, RYEGRASS, BLUEGRASS)

GRASS: SOD AS SPECIFIED (THIS SHEET)

GRASS: SEEDED AS SPECIFIED (THIS SHEET)

1. LANDSCAPE/IRRIGATION CONTRACTOR SHALL

COORDINATE INSTALLATION OF ALL

LANDSCAPE/IRRIGATION MATERIALS WITH GENERAL

CONTRACTOR.

2. CONTRACTOR TO EVALUATE EXISTING SITE

CONDITIONS AND REMEDY AS REQUIRED TO

PROVIDE FOR HEALTHY PLANT GROWTH AND

MITIGATE UNSIGHTLY CONDITIONS.

3. CONTRACTOR TO COORDINATE ALL CONSTRUCTION

ACTIVITIES WITH OTHER TRADES.

4. ALL PLANT MATERIAL SHALL BE INSTALLED AS

DETAILED, SEE SHEET LP-501. IF NOT SHOWN,

INSTALL ACCORDING TO CITY OF SHERIDAN

STANDARDS OR WYOMING ASSOCIATION OF

NURSERYMEN.

5. CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES.

THE ILLUSTRATED LOCATION SHALL DICTATE COUNT.

6. CONTRACTOR SHALL KEEP ALL WORK AREAS AND

WALKING AND DRIVEWAY SURFACES CLEAN OF

DEBRIS. PROTECT ALL PLANT AND IRRIGATION

MATERIALS 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

IRRIGATION EQUIPMENT IMMEDIATELY.

7. IN THE EVENT OF ANY DISCREPANCIES, NOTIFY THE

LANDSCAPE ARCHITECT IMMEDIATELY.

8. NO PLANT SUBSTITUTIONS WILL BE ALLOWED

WITHOUT WRITTEN CONSENT FROM THE

CONTRACTING OFFICERS REPRESENTATIVE.

9. COORDINATE INSTALLATION OF ALL PLANTINGS AND

IRRIGATION WITH LANDSCAPE ARCHITECT /

CONTRACTING OFFICES REPRESENTATIVE.

10. FINAL APPROVAL OR REJECTION UPON DELIVERY OF

SHRUBS BY LANDSCAPE ARCHITECT.

11. LANDSCAPE CONTRACTOR TO LOCATE AND

PROTECT ALL EXISTING ELEMENTS AND UTILITIES

DURING PLANTING/ INSTALLATION

12. CONTRACTOR TO SUPPLY AND INSTALL

TOPSOIL/PLANTING MEDIUM PER SPECIFICATION AND

DETAILS; ALL MATERIAL WILL BE SUPPLEMENTAL.

13. CONTRACTOR IS REQUIRED TO ESTABLISH TURF

SPECIES IN ALL AREAS AS SPECIFIED. THIS WILL

REQUIRE TEMPORARY IRRIGATION AND

MAINTENANCE.

14. 6" OF TOPSOIL/PLANTING MEDIUM IS REQUIRED FOR

ALL TURF SOD AND MEADOW SEEDED AREAS AND IN

LANDSCAPE BEDS: SEE PLANTING DETAILS SHEET

LP-501 FOR PERENNIAL, SHRUB AND TREE TOPSOIL

MEDIUM DEPTH REQUIREMENTS. REFER TO

SPECIFICATIONS.

PLANTING NOTES

BEDS TO BE MULCHED WITH 1 1/2" - 2 1/2" TONALITE ROUND RIVER

ROCK

DECIDUOUS CODE BOTANICAL NAME / COMMON NAME CONT SIZE QTY

AF ACER X FREEMANII / AUTUMN BLAZE MAPLE B & B 3" CAL

GT GLEDITSIA TRIACANTHOS 'INERMIS' / SHADEMASTER HONEYLOCUST B & B 2.5" CAL

TA TILIA AMERICANA 'BOULEVARD' / BOULEVARD LINDEN B & B 2.5" CAL

QB QUERCUS MACROCARPA / BURR OAK B & B 2.5" CAL

GRASSES/ GROUNDCOVERS CODE BOTANICAL NAME / COMMON NAME QTY

LARGE / MEDIUM SHRUBS CODE BOTANICAL NAME / COMMON NAME QTY

GM CENTAUREA MONTANA / MOUNTAIN BLUET QT. POT

CA CALAMAGROSTIS X ACUTIFLORA / KARL FOERSTER GRASS 2 GAL

MS MISCANTHUS SINENSIS 'GRACILLIMUS' / MAIDEN GRASS 2 GAL

CONIFERS CODE BOTANICAL NAME / COMMON NAME QTY

PB PRUNUS BESSEYI / PAWNEE BUTTES WESTERN SANDCHERRY 2 GAL

PLANTING SCHEDULE: ALL PRODUCTS TO BE AS SPECIFIED

CONT

CONT

CONT

DETAIL

DETAIL

DETAIL

DETAIL

A1/ LP-501

AM ALCHILLEA MILLEFOLIUM 'SUMMER PASTELS'/ SUMMER PASTEL YARROW QT. POT

PP PICEA PUNGENS / COLORADO SPRUCE B & B 8' HT.

CC CARYOPTERIS X CLANDONENSIS / BLUE MIST SPIREA 2 GAL

SMALL SHRUBS CODE BOTANICAL NAME / COMMON NAME QTYCONT DETAIL

RH RUDBECKIA HIRTA / BLACK EYED SUSAN QT. POT

PON PHYSOCARPUS OPULIFOLIUS 'NANUS' / DIABLO NINEBARK 2 GAL

NR NEPETA RACEMOSA 'WALKERS LOW' / WALKERS LOW CATMINT QT. POT

UA ULMUS AMERICANA / AMERICAN ELM B & B 2.5" CAL

MA MALUS 'SPRING SNOW' / SPRING SNOW CRABAPPLE B & B 2" CAL

PM PINUS MUGO 'TANNENBAUM' / MUGO PINE B & B 6' HT.

PF POTENTILLA FRUTICOSA / SHRUBBY CINQUEFOIL 2 GAL

PO PHYSOCARPUS OPULIFOLIUS / NATIVE NINEBARK 5 GAL

SC SYRINGA CHINENSIS / CHINESE LILAC 5 GAL

PC PHILADELPHUS CORONARIUS / SWEET MOCK-ORANGE 5 GAL

RB RIBES ALPINUM 'GREEN MOUND' / GREEN MOUND ALPINE CURRANT 2 GAL

BN BETULA NIGRA / RIVER BIRCH B & B 2.5" CAL

SIZE

A3/ LP-501

A8/ LP-501

A8/ LP-501

A6/ LP-501

SPREAD

(H x W)

40' x 30'

15' x 12'

60' x 30'

70' x 60'

40' x 30'

70' x 70'

60' x 50'

60' x 20'

25' x 20'

10' x 10'

10' x 10'

6' x 5'

2' x 3'

3' x 3'

1.5' x 4'

2' x 3'

3' x 3'

5' x 2.5'

6' x 3'

2' x 2'

2' x 1.5'

2' x 1.5'

2' x 3'

SPREAD

(H x W)

SPREAD

(H x W)

SPREAD

(H x W)

SPREAD

(H x W)

FI FORSYNTHIA X INTERMEDIA / FORSYNTHIA 5 GAL 8' x 8'

JC JUNIPEROUS CHINESIS 'SPARTAN' / SPARTAN JUNIPER B & B 8' HT. 20' x 8' 10

A1/ LP-501

A1/ LP-501

A1/ LP-501

A1/ LP-501

A1/ LP-501

A1/ LP-501

A3/ LP-501

A3/ LP-501

A8/ LP-501

A8/ LP-501

A8/ LP-501

A8/ LP-501

A8/ LP-501

A8/ LP-501

A8/ LP-501

A6/ LP-501

A6/ LP-501

A6/ LP-501

A6/ LP-501

A6/ LP-501

JH JUNIPEROUS HPRIZONTALIS 'BLUE CHIP' / CREEPING JUNIPER B & B 1' HT. 1' x 5' 13 A3/ LP-501

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

LP102

EH JM

PLANTING PLAN

SCHEDULE

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

LP501

SM JM

LANDSCAPE

PLANTING DETAILS

1/2" = 1'-0"

DECIDUOUS TREE PLANTING DETAIL

NOTES:

1. TREE PLANTING BY CONTRACTOR.

2. STAKE ALL TREES.

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

4. WIRE BASKETS WILL BE REMOVED COMPLETELY PRIOR TO COMPLETION OF BACK FILLING.

5. CUT AND REMOVE ALL BURLAP FROM ROOT BALL. REMOVE ALL TWINE AND PLASTIC. IF TREE IS

IN FIBER POT, REMOVE PRIOR TO PLANTING.

6. ANY BROKEN OR CRUMBLING ROOT BALLS WILL BE REJECTED. REMOVING THE WIRE WILL NOT

BE AN EXCUSE FOR DAMAGED ROOT BALLS.

7. NO WATER RETAINING BERM FOR TREES PLANTED IN IRRIGATED AREAS.

2X ROOT BALL

DIAMETER HOLES SHOULD HAVE ROUGHENED SIDES

UNDISTURBED SUBGRADE

APPROVED PLANTING MATERIAL, AS SPECIFIED

STAKE TO EXTEND 24" INTO UNDISTURBED SOIL

FINISH GRADE

APPLY SPECIFIED MULCH 3" DEEP

PULL MULCH BACK FROM TRUNK, TYPICAL.

6' STEEL T-POST, 4' EXPOSED

PROTECTION CAP ON ALL POSTS

12 GUAGE GALVANIZED WIRE. DOUBLE STRAND,

TWISTED WITH FLAGGING

SPECIFIED TREE STRAP AT END OF GUY WIRE

TO PROTECT TREE

WRAP ENTIRE SURFACE OF TRUNK TO SECOND

BRANCH WITH SPECIFIED TREE WRAP MATERIAL

1" = 1'-0"

SHRUB BED DETAIL

NOTES:

1. ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED. REMOVING CONTAINERS WILL

NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS.

2. DO NOT PLANT ANY PLANT WITH ROOTBALL NOT IN CONFORMANCE WITH AMERICAN

STANDARD FOR NURSERY STOCK REQUIREMENTS.

3. PLANT ALL SHRUBS SO THAT THEIR CENTERS ARE A MINIMUM OF 4' FROM THE EDGES OF

PAVEMENT. SPACE SHRUBS AS INDICATED ON THE PLANS.

4. IF ANY SHRUBS ARE PROVIDED 'B&B', SEE DECIDUOUS OR EVERGREEN TREE INSTALLATION

DETAILS.

2 X ROOTBALL

DIAMETER

SCORE ROOTBALL OF CONTAINER

PLANTS VERTICALLY WITH KNIFE, CUT

ANY SPIRALING ROOTS WHERE THEY

EMERGE FROM SOIL BALL.

FINISH GRADE

REMOVE CONTAINER. PLACE ROOTBALL

ON UNDISTURBED SOIL.

WELL DIAMETER 2X SIZE OF ROOTBALL

OR AS SPECIFIED

BACK FILL WITH APPROVED

PLANTING MEDIUM, AS SPECIFIED

APPLY SPECIFIED ORGANIC MULCH

AT 3" DEPTH

1" = 1'-0"

PERENNIAL AND GRASS PLANTING DETAIL

UNDISTURBED SOIL

12" MIN. DEPTH OF PLANTING

SOIL MIX, AS SPECIFIED

BACKFILL WITH APPROVED

TOPSOIL/ PLANTING

MEDIUM, AS SPECIFIED

3"-4" DEPTH SHREDDED

HARDWOOD OR MINERAL

MULCH, AS SPECIFIED

PERENNIALS OR GRASS,

AS SHOWN ON PLAN

1/2" = 1'-0"

CONIFEROUS TREE PLANTING DETAIL

2 X ROOTBALL DIA.

P O

S T

H E

IG

H

T

S

TR

A P

S

LO

C A

TE

D

A T

H A

LF

T

H E

H E

IG

H

T O

F

TR

E E

UNDISTURBED EARTH

PLANTING PIT TO HAVE A MIN OF 12" BETWEEN ROOT

BALL AND SIDE PLANTING PIT, TYP. SCARIFY SIDES

AND BOTTOM OF PLANTING PIT.

(SPECIFIED) BACKFILL MIX:

TOPSOIL/ PLANTING MEDIUM

FINISH GRADE

NOTES:

1. TREE SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS IT

GREW IN NURSERY.

2. DO NOT CUT OR DAMAGE LEADER. PRUNE DAMAGED WOOD

IMMEDIATELY PRIOR TO PLANTING.

3. PLANT SHALL BE SET PLUMB AND SHALL BE CENTERED IN

PLANTING PIT.

4. STAKE ALL TREES.

5. WIRE BASKETS WILL BE REMOVED COMPLETELY PRIOR TO

COMPLETION OF BACKFILLING

6. CUT & REMOVE BURLAP FROM ROOTBALL. REMOVE ALL TWINE

AND PLASTIC. IF TREE IS IN FIBER POT, REMOVE PRIOR TO

PLANTING.

7. BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED.

REMOVING THE WIRE WILL NOT BE AN EXCUSE FOR A DAMAGED

ROOTBALL.

8. IF TREE IS PLANTED IN A TURF AREA, EARTH SAUCER IS NOT

NEEDED.

3" HIGH EARTH SAUCER, TYP. INSTALL AT EDGE OF

PLANTING PIT

4" MIN. MULCH AS SPECIFIED, PULL BACK FROM

TRUNK.

ROOT FLARE TO BE VISIBLE AND SLIGHTLY ABOVE GRADE.

CONIFER TREE, SEE PLAN FOR SPECIES AND SIZE,

TYPICAL

ROOT FLARE TO BE VISIBLE AND SLIGHTLY ABOVE GRADE.

1/2"

WEED BARRIER

FABRIC OVERLAP 12"

@ JOINTS WITH 8"

ANCHOR STAPLES,

AS SPECIFIED

MULCH AS INDICATED

(TONALITE) ON PLAN

AND/OR SPECIFIED

PERMALOC ALUMINUM

EDGING, STAKE &

INSTALL ACCORDING

TO MANUFACTURER'S

SPECS.

FINISH GRADE

STEEL EDGING

1 1/2" = 1'-0"

A1

LP501

A3

LP501

B6

LP501

A6

LP501

A8

LP501

MINERAL MULCH

1 1/2" = 1'-0"

TONNALITE 1 1/2" TO 3"

MINERAL MULCH (OR

SHREDDED BARK MULCH

AT TREE RING), 4" DEPTH,

AS SPECIFIED

COMPACTED

SUB GRADE

1/ 2"

3/16" X 4" ALUMINUM

LANDSCAPE BED EDGING, AS

MANUF. BY SURE-LOC -

1-800-787-3562, OR APPROVED

EQUAL, AS SPECIFIED

LANDSCAPE WEED

BARRIER,

NON-WOVEN

GEO-TEXTILE FABRIC

STAKE EDGING W/ 12"

ALUMINUM ANCHORING

STAKES, AS PROVIDED

BY MANUF. USE FIVE (5)

STAKES PER 16'-0"

SECTION, TYP. ON TURF

SIDE OF EDGING.

NOTES:

1. ROCK MULCH SHALL BE TONNALITE TYPE

1 1/2" TO 3", WARM GRAY MIXTURE OR

APPROVED EQUAL BY LANDSCAPE

ARCHITECT.

2. EDGING SHALL BE PLACED IN SMOOTH,

CONTINUOUS CURVES AND LINES, AS

SHOWN ON DRAWINGS.

3. COMPACT GRADES ADJACENT TO

EDGING TO AVOID SETTLING. FINISH

GRADE TO BE 1/2" BELOW TOP OF

EDGING.

LP501

F1

E

E E

E

E

E

E

E

E

E

E E

E

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SS

SS

SS

SS

SS

SS

SS

W W

W W

W W

W W

W W

W

W

SD

SD

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

O O

O O

O O

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

E E

E E

E E

E E E E E E E E E

E E

E E

E E

E E

E E

E E

COMM

COMM

COMM

COMM

COMM

G G

G G

G G

G G

G

G

G

G

SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SS

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

COMM COMM COMM COMM COMM COMM COMM COMM

FO

FO

FO

FO

FO

FO

FO

FO

E E E E E E E E E

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

COCO

P P

P

P

P

P

P P

P P

P P

P

P

P

P

P

P P

P

P P

P

P

P

P

P

P

P

P

P

P P

P

P

P

P

P

P

P

P

P

P

P

CR

DC

DC

P

P

P

P

P

P

P

P

P

P

P

P

P

P

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

W

W

X 2 9.25X

2 25.3

X 2 5.13

X 2 9.87

X 2 4

X 2 22.67

X 2 24.98

X 2 10.42

X 2 7.56

X 2 9.4

X 2 3.96

MP2000MP1000 MP2000 MP2000 MP2000 MP2000

MP1000

MP1000

MP1000

MP1000

MP1000

MP1000 MP1000

MP1000

MP2000

MP2000

MP2000

MP2000

MP1000

MP1000 MP1000 MP1000 MP1000 MP1000 MP1000

MP1000 MP1000

MP1000

MP1000

MP1000

MP1000MP1000

MP1000

MP1000

MP1000

MP2000

MP2000

MP2000

MP2000

MP1000MP1000

MP1000

MP1000 MP1000 MP1000

MP1000

MP1000 MP1000 MP1000

MP1000 MP1000

CONFIRM THESE HEADS

CAN CONNECT TO

EXISTING VALVE/ MAINLINE

VERIFY / PROTECT

UNDERGROUND ELECTRIC

VERIFY / PROTECT

UNDERGROUND WATER

MP2000

MP2000

MP2000

MP2000

MP1000

MP1000

MP1000 MP1000

VERIFY / PROTECT

STORM SEWER

VERIFY LOCATION OF

SANITARY SEWER

VERIFY / PROTECT

STORM PIPING

VERIFY / PROTECT

UNDERGROUND ELECTRIC

VERIFY LOCATION OF

SANITARY SEWER

CONNECT TO EXISTING MAINLINE;

USE COMPRESSION FITTING OR

FIELDWELD HDPE CONNECTION

VERIFY LOCATION

VERIFY / PROTECT

STORM PIPING

VERIFY / PROTECT

STORM PIPING

VERIFY / PROTECT

STORM PIPING

CONNECT TO EXISTING MAINLINE;

USE COMPRESSION FITTING OR

FIELDWELD HDPE CONNECTION

VERIFY LOCATION

VERIFY / PROTECT

STORM PIPING

MP1000

MP1000

MPSS530

MPSS530

MPSS530

MPSS530

MPSS530

MPSS530

MPSS530

MPSS530

MPLCS515

MPRCS515

MP1000

MP1000

VERIFY / PROTECT

STORM PIPING

VERIFY LOCATION OF

SANITARY SEWER

VERIFY / PROTECT

SANITARY SEWER

VERIFY / PROTECT

UNDERGROUND WATER

VERIFY / PROTECT

UNDERGROUND ELECTRIC /

WATER

6" SLEEVE

NEW MAINLINE

6" SLEEVE

6" SLEEVE

6" SLEEVE

6" SLEEVE

6" SLEEVE

6" SLEEVE

6" SLEEVE

6" SLEEVE

6" SLEEVE

6" SLEEVE

6" SLEEVE

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

LI101

EH JM

IRRIGATION PLAN

HORIZ. SCALE: 1"=10'

00 10' 20'

NOTE: REFER TO LI102 FOR IRRIGATION PRODUCT LIST AND NOTES

P

F

C

W

VALVE SIZE

ZONE KEY:

IRRIGATION LEGEND:

SYMBOL

ALL EQUIPMENT PRODUCTS AS SPECIFIED. SEE DETAILS ON SHEET LI-501 AND LI-502.

SIZE MANUFACTURERDESCRIPTION MODEL NUMBER

CONTROL VALVE SEE CALL OUT HUNTER ICV OR APPROVED EQUAL (SEE F5/LI501)

1" RAINBIRD 5RC (SEE C1/LI501)

1 12 " UNLESS

SHOWN

CLASS 200 SDR21 PIPE

3.0" HDPE CLASS SDR26

6" OR 2X PIPE DIA. SCH 80 PVC (SCH40 PVC UNDER WALKS

& TRAILS)

LINE SIZE

18" RAINBIRD USE RAINBIRD VB-STD VALVE BOX WITH LID

THAT INDICATES "IRRIGATION CONTROL"

RESILIENT WEDGE (OR EQUAL) FOR 3" AND LARGER;

GATE VALVE FOR 2 1/2" AND SMALLER (SEE C3/LI501)

CONNECT TO EXISTING DECODER WIRE AND CONTROLLER

RUN UTILIZING DBY CONNECTIONS IN DEDICATED VALVE

WIRE SPLICE BOX.

14 GAUGE

PER MANUFACTURER RECOMMENDATIONS

LATERAL LINE

NEW MAIN LINE

SLEEVE LINES

2 WIRE DECODER

POINT OF CONNECTION:

VERIFY 65 GPM

AVAILABILITY

ELECTRICAL GROUNDING

WIRE SPLICE BOX

CONNECTION TO EXISTING MAINLINE; PRESERVE

AND PROTECT.

QUICK COUPLER VALVE

ISOLATION GATE VALVE

2"CONTINUOUS ACTING AIR

& VACUUM RELIEF VALVE

MODEL C11 (SEE F1/LI501)BERMAD

NIBCO OR WATTS OR EQUAL

BEIGE NOZZLE3500 SERIES NOZZLE TREE

3.64 GPM 3504 FC SAM

3500 SERIES NOZZLE TREE

2.73 GPM 3504 PC SAM

3500 SERIES NOZZLE TREE

2.12 GPM 3504 PC SAM

3500 SERIES NOZZLE TREE

1.82 GPM 3504 PC SAM

3500 SERIES NOZZLE TREE

.86 GPM 3504 PC SAM

SPRINKLER HEAD LEGEND

RAINBIRD IRRIGATION PARTS, OR CONSIDERED EQUAL

3504 ROTOR POP-UP SPRINKLER (USE PRSB PRESSURE

REGULATION AT VALVE TO 40 PSI, SEE F4/LI502)

SPRINKLER HEAD LEGEND

RAINBIRD IRRIGATION PARTS, OR CONSIDERED EQUAL

5000 SERIES ROTOR POP-UP SPRINKLER

(SEE F1/LI502)

9.1 GPM 5000-MPR-35-F

4" POP UP HUNTER MULTI STREAM VARIABLE ARC MP1000 OR MP2000`:

MP ROTATOR ON PRS 40 SPRAY BODY (SEE F7/LI502)

ROTARY NOZZLE FULL

CIRCLE TYPE

ZONE NUMBER: 'X' DESIGNATES DRIP ZONE (POINT SOURCE)

GPM PER ZONE

EXISTING EXISTING CONNECT TO EXISTINGCONTROLLER

PAIGE ELECTRIC OR

APPROVED EQUAL

4" HUNTERROTARY NOZZLE-PART

CIRCLE TYPE

4" HUNTERROTARY NOZZLE-PART

CIRCLE TYPE

6.8 GPM 5000-MPR-35-TT

4.6 GPM 5000-MPR-35-H

2.3 GPM 5000-MPR-35-Q

2"

BEIGE NOZZLE

BEIGE NOZZLE

BEIGE NOZZLE

EXISTING MAIN LINE 3" (VERIFY) HDPE (VERIFY)

MULTI STREAM VARIABLE ARC MP1000 OR MP2000`:

MP ROTATOR ON PRS 40 SPRAY BODY (SEE F7/LI502)

MULTI STREAM VARIABLE ARC MP1000 OR MP2000`:

MP ROTATOR ON PRS 40 SPRAY BODY (SEE F7/LI502)

XERI-POP MICRO-SPRAY 4" RAINBIRD XP SERIES XP-400X

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

LI102

EH JM

IRRIGATION LEGEND

E E

E

E E E E E E E E E

E E

E E

E E

E E

E E

E E

COMM

COMM

COMM

COMM

COMM

G G

G G

G G

G G

G

G

G

G

SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS

SS

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

COMM COMM COMM COMM COMM COMM COMM COMM COMM

FO

FO

FO

FO

FO

FO

FO

FO

FO

E E E E E E E E E E

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

COCO

E

E E

E E

E

E

E

E

E

E

E

E E

E

E

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SSSS

SS

SS

SS

SS

SS

SS

SS

W W

W W

W W

W W

W W

W W

W

SD

SD

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

O O

O O

O O

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

P

P

P

P

P

P

P P

P P

P P

P

P

P

P

P

P

P

P

P P

P

P

P

P

P

P

P

P

P

P P

P

P

P

P

P

P

P

P

P

P

P

CR

DC

DC

P

P

P

P

P

P

P

P

P

P

P

P

P

P

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

VERIFY / PROTECT

STORM SEWER

VERIFY / PROTECT

STORM SEWER

VERIFY / PROTECT

SANITARY SEWER

ELECTRICAL CONDUIT

3/4" CLEAN ROCK

12" DIA. SONOTUBE PIER

ATTACH TO CONCRETE

PIER PER MANUFACTURER

RECOMMENDATION

SECTION

3' -6

SATURN BOLLARD SABL

SERIES, OR APPROVED

EQUAL. SUBMIT SHOP

DRAWINGS/ PRODUCT DATA

FOR REVIEW BY OWNER'S

REPRESENTATIVE.

SUPPLIED BY

SELUX CORP. C 2013

TEL. (845) 834-1400

FAX (845) 834-1401

www.selux.us, OR APPROVED EQUAL

PLAN

4' -0

BRONZE LOUVER

CATALOG #

SABL-4-TS-1G1-30-BZ

REPORT # SX-8040

LIGHTED BOLLARD

3/4" = 1'-0"2

2' -0

3' -8

'-0

NOTE:

WEATHERPROOF COVER

INTENDED FOR PORTABLE

TOOLS OR OTHER PORTABLE

EQUIPMENT CONNECTED TO

THE OUTLET ONLY WHEN

ATTENDED. FOR OTHER

REQUIREMENTS PLEASE

CONSULT FACTORY.

5' -0

VARIES

SIDEWALK OR PLAZA - SEE PLANS

SECTION

PLAN

SUPPLIED BY

SELUX CORP. C 2013

TEL. (845) 834-1400

FAX (845) 834-1401

www.selux.us, OR APPROVED EQUAL

2'-2 3/8"

5/

8"

S635 ROUND STEPPED

STEEL POLE (BY

MANUFACTURER). SUBMIT

SHOP DRAWINGS/ PRODUCT

DATA FOR REVIEW BY

OWNER'S REPRESENTATIVE.

ELECTRICAL CONDUIT

3/4" CLEAN ROCK

15" DIA. CONCRETE PIER

TOTAL OF (4) #4 SITE CAST

REINFORCING BAR

ATTACH TO CONCRETE

PIER PER MANUFACTURER

RECOMMENDATION

NOTE: 9" BOLT CIRCLE

REQUIRED

STEPPED STEEL POLE (S635)

BC6 STANDARD BASE

COVER. ONE PIECE CAST

ALUMINUM

GFCI RECEPTACLE WITH

WEATHERPROOF COVER

BRONZE LOUVER

CATALOG #

SA2L-TS-1-L50-3000K-12-BZ-

REPORT #SX-7664.

SUBMIT SHOP DRAWINGS/

PRODUCT DATA FOR

REVIEW BY OWNER'S

REPRESENTATIVE.

SATURN 2 SA2L SERIES

EXTERIOR LIGHT, OR

APPROVED EQUAL.

EXTERIOR LIGHT

3/4" = 1'-0"1

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

LL101

SM JM

LIGHTING PLAN

HORIZ. SCALE: 1"=10'

00 10' 20'

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

LI501

EH JM

IRRIGATION DETAILS

#1

NOT TO SCALE

QUICK COUPLER VALVE

3-INCH MINIMUM DEPTH OF

3/4- INCH WASHED GRAVEL

#4 MASTIC COATED REBAR

STAKE (LENGTH 36-INCHES)

QUICK-COUPLING

VALVE: RAIN BIRD

MODEL 5RC

VALVE BOX WITH COVER:

HUNTER MB-0811

STAINLESS STEEL GEAR

CLAMPS OR EQUIVALENT

SUPPORT SYSTEM

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

PREFABRICATED SWING

JOINT: RAIN BIRD TSJ-12

NOTES:

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING

VALVE INLET SIZE.

2. INSTALL SWING JOINT LAY ARM BETWEEN 30 AND 45 DEGREES OF LATERAL PIPE IN ORDER TO

ABSORB DOWNWARD IMPACT. IF LATERAL PIPE IS NOT INSTALLED AT SPECIFIED DEPTH,

CONSULT PROJECT MANAGER PRIOR TO INSTALLATION OF SWING JOINT.

3. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO SECURE FABRIC

TO PIPE AND VALVE BOX.

4. MAINLINE SIZES 3-INCH AND LARGER REQUIRE THE USE OF DUCTILE IRON FITTINGS.

FINISH GRADE/TOP

OF TURF / WALK

BRICK (1 OF 4)

HDPE MAINLINE PIPE

HARCO PHILMAC 3G SERVICE

TEE

ISOLATION GATE VALVE

NOT TO SCALE

FINISH GRADE/TOP OF

WALK

VALVE BOX WITH

COVER: HUNTER

MB-0811

6-INCH PVC CL 200 PIPE,

(LENGTH AS REQUIRED)

3-INCH MINIMUM DEPTH

OF 3/4-INCH WASHED

GRAVEL

BRICK (1 OF 4)

NIBCO CLASS 125

BRONZE GATE VALVE,

SIZE TO MATCH

MAINLINE DIA.

HDPE MAINLINE WITH

COMPRESSION

FITTINGS, HARCO OR

APPROVED EQUAL

THREADED FITTING, OR

PUSH ON

FILTER FABRIC

NOTES:

1. NOMINAL SIZE OF GATE VALVE TO MATCH NOMINAL MAINLINE SIZE, THE OPERATOR

IS A WRENCH NUT.

2. INSTALL FILTER FABRIC AROUND EXTERIOR OF VALVE BOX. USE DUCT TAPE TO

SECURE FABRIC TO PIPE AND VALVE BOX.

3. MAINLINE SIZES 3-INCH AND LARGER REQUIRE THE USE OF DUCTILE IRON FITTINGS.

C1

LI501

C3

LI501

NOT TO SCALE

AIR/VACUUM RELIEF VALVE KIT

(LATERAL LINE)

CONSTRUCTION NOTES

S E

E

IR

R

IG

A

TI

O N

L E

G E

N D

FINISH GRADE

RAINBIRD VALVE BOX

AIR RELEASE VALVE (SEE LEGEND)

BERMAD MODEL NO. C11

SCH 80 PVC NIPPLE (LENGTH AS REQUIRED)

NIBCO T-113 BRONZE GATE VALVE WITH HANDWHEEL

IRRIGATION MAINLINE TEE

IRRIGATION HDPE MAINLINE

WITH FUSED FITTINGS

8"X8"X16" SOLID CMU BLOCK

1" DIAMETER WASHED ROCK

FILTER FABRIC

1. INSTALL AN 8"X8"X16" SOLID CMU BLOCK AT EACH CORNER OF VALVE BOX.

2. WASHED ROCK SHALL BE INSTALLED FLUSH WITH BOTTOM OF GATE VALVE.

3. 4" MIN CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT IN BOX.

TRENCH DETAILS

NOT TO SCALE

FINISH GRADE

LATERAL PIPE

MAINLINE PIPE

24 VAC WIRE BUNDLE

18" MIN

STANDARD MARKING TAPE

NOTE:

1. INSTALL 8-INCH AND LARGER PIPE AT 30-INCH MINIMUM DEPTH OF COVER.

BACKFILL, AS

SPECIFIED

PE-39

SENSOR

CABLE

COPPER

GROUND

WIRE

PVC SLEEVE,

WHERE APPLICABLE

F1

LI501

F3

LI501

3" MIN.

NOTES:

1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM

FIELD DECODER TO SOLENOID IS 450 FEET.

2. PLACE 3 FEET OF EXTRA WIRE IN EVERY VALVE BOX FOR

EASIER SERVICING.

1 2 3 4 5 6 7 8

9101113 12141413

BLUE WIRE FROM FIELD DECODER (1 OF 2)

FIELD DECODER:

HUNTER ICD-100

WHITE WIRE FROM FIELD DECODER (1 OF 2)

DB SERIES WIRE CONNECTOR:

HUNTER DBRY-6 (1 OF 4) OR APPROVED EQUAL

SOLENOID WIRE (1 OF 2)

HUNTER REMOTE CONTROL VALVE OR APPROVED

EQUAL

12-INCH VALVE BOX WITH COVER:

HUNTER MB-0811 OR APPROVED EQUAL

FINISH GRADE OR TOP OF MULCH

BRICK (1 OF 4)

MAINLINE PIPE

3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED

GRAVEL

PVC LATERAL PIPE

TWO-WIRE CABLE TO NEXT DEVICE (FIELD DECODER,

SENSOR DECODER, LINE SURGE PROTECTOR OR

ACC-99D CONTROLLER)

COMMUNICATION WIRE TO NEXT DEVICE (FIELD

DECODER, SENSOR DECODER, LINE SURGE

PROTECTOR OR ACC-99D CONTROLLER)

DECODER SCHEMATIC

NOT TO SCALE

C5

LI501

3" MIN.

NOTES:

1. MAXIMUM LENGTH OF SECONDARY WIRE PATH (14 AWG) FROM

FIELD DECODER TO SOLENOID IS 450 FEET.

2. PLACE 3 FEET OF EXTRA WIRE IN EVERY VALVE BOX FOR

EASIER SERVICING.

1 4 5 6 7 8

141413

BLUE WIRE FROM FIELD DECODER (1 OF 2)

NOT USED

NOT USED

DB SERIES WIRE CONNECTOR:

HUNTER DBRY-6/ (1 OF 4)

SOLENOID WIRE (1 OF 2)

HUNTER REMOTE CONTROL VALVE: ICV

OR APPROVED EQUAL

12-INCH VALVE BOX WITH COVER:

HUNTER MB-0811

FINISH GRADE OR TOP OF MULCH

BRICK (1 OF 4)

HDPE MAINLINE

CONTROL VALVE

NOT TO SCALE

3-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

PVC LATERAL PIPE

TWO-WIRE CABLE TO NEXT

DEVICE (FIELD DECODER,

SENSOR DECODER, LINE

SURGE PROTECTOR OR

ESP-LXD CONTROLLER)

COMMUNICATION WIRE TO NEXT

DEVICE (FIELD DECODER,

SENSOR DECODER, LINE

SURGE PROTECTOR OR

ESP-LXD CONTROLLER)

15 SPEARS TRUE UNION

PVC BALL VALVE, TYP.

16 PREFABRICATED SWING JOINT:

RAINBIRD, MATCH LINE SIZE

17 PVC UNION VALVE

18 HARCO PHILMAC 3G SERVICE TEE

COMPRESSION, FOR 2"

19 LANDSCAPE FABRIC, TYPICAL

F5

LI501

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

LI502

EH JM

IRRIGATION DETAILS

#2

FINISH GRADE

SCH 80 NIPPLE

LATERAL PIPE

MODEL MPR40-04-CV

LATERAL TEE OR ELL

2" MARLEX

STREET ELLS (3)

MP ROTATOR SPRINKLER

NOT TO SCALE

ROTOR POP-UP SPRINKLER: RAIN BIRD 5006

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

PVC SCH 40 ELL

PVC SCH 40 STREET ELL

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

PVC SCH 40 STREET ELL

PVC SCH 40 TEE OR ELL

PVC LATERAL PIPE

FINISH GRADE

ROTOR POP-UP SPRINKLER (5505)

NOT TO SCALE

F1

LI502

F7

LI502

RAIN BIRD

ROTOR POP-UP SPRINKLER:

PVC SCH 40 ELL

PVC SCH 40 STREET ELL

PVC SCH 40 TEE OR ELL

PVC LATERAL PIPE

6 5

FINISH GRADE

PVC SCH 80 NIPPLE

(LENGTH AS REQUIRED)

3504-PC

ROTOR POP-UP SPRINKLER (3504)

NOT TO SCALE

F4

LI502

NOTES:

1 POST SIZE DEPENDS ON FENCE HEIGHT,

WEIGHT AND WIND LOADS.

SEE AEGIS PLUS , OR APPROVED EQUAL,

POST SIZING CHART.

2 SEE AMERISTAR , OR APPROVED EQUAL, GATE

TABLE FOR STANDARD OUT TO OUTS. CUSTOM

GATE OPENINGS AVAILABLE FOR SPECIAL OUT

TO OUT/LEAF WIDTHS.

3 ADDITIONAL STYLES OF GATE HARDWARE ARE

AVAILABLE ON REQUEST THIS COULD CHANGE

THE LATCH & HINGE CLEARANCE.

4 THIRD RAIL OPTIONAL (REQUIRED WITH RINGS,

SEE DETAIL).

5 PANELS ALSO AVAILABLE FOR 6' ON CENTER

POST SPACING.

6 ADDITIONAL HEIGHTS AVAILABLE ON REQUEST.

7 STYLE: AEGIS PLUS 2/3-RAIL WITH

RING OPTION, OR APPROVED EQUAL.

8 CONTRACTOR TO PROVIDE FULL SHOP DRAWINGS

OF ALL FENCE COMPONENTS TO PROJECT

ENGINEER FOR APPROVAL.

9 SEE DOOR HARDWARE SPECIFICATION FOR

COORDINATION WITH GATE HARDWARE

4"

16"

TYPICAL

2'-0"

1'-61 2"

4"

6"

1'-8"

4 5

2'-0"

1'-61 2"

4"

1'-0"

1'-8"

2'-3"

LANDSCAPE BED

WITH MINERAL

MULCH, AS

SPECIFIED

LANDSCAPE

SHRUBS

STEEL

FENCE

6"

1'-0"

V A

R

IE

S W

IT

H

H E

IG

H

T

11"

11 8"

17'-4"

8'-8"

6' -61 2"

12'-0"

1'-0" 8'-0"

1'-0"

2" N

O M

3' -6

" M

IN

O

R F

R O

S T

D E

P

TH

4"

8" S

TA

N

D A

R D

H E

IG

H

TS

4'

,5 ',6

' F O

R

-R A

IL

4'

, 5

6' , 7

8'

F O

R

-R A

IL

ACCESS GATE DETAILB1

1/2"=1'-0"L-501

2" FORERUNNER RAIL,

OR APPROVED EQUAL

TM

TM

REINFORCED CONCRETE CAP,

(PRECAST OR POURED IN PLACE)

#3 EPOXY COATED REBAR @

12" CC, EACH WAY CENTEREDMORTAR BED

FOR CAP

6" COMPACTED

BASE COURSE

2" FORERUNNER RAIL, OR

APPROVED EQUAL

TM

BRACKET OPTIONS

BRICK VENEER, WITH TOOLED

MORTAR JOINTS (AS SPECIFIED,

TO MATCH ARCHITECTURAL)

SUBMIT BRICK SAMPLES FOR

REVIEW BY CONTRACTING OFFICER

REINFORCED CONCRETE

COLUMN, (POURED

IN PLACE)

AMERISTAR

TM

TM

AMERISTAR

1555 N. MINGO

TULSA, OK 74116

(888) 333-3422

REINFORCED CONCRETE

COLUMN, (POURED IN

PLACE, AS SPECIFIED)

R OR APPROVED

EQUAL

BRICK VENEER,

WITH TOOLED

MORTAR JOINTS

(AS SPECIFIED,

TO MATCH

ARCHITECTURAL,

SUBMIT BRICK

SAMPLES)

MASONRY HANGER,

(TYP.)

4" X 17GA. PICKET

POST SIZE VARIES WITH HEIGHT

(SEE AEGIS PLUS POST-SIZING CHART), OR

APPROVED EQUAL

BRACKET PER MANUFACTURER

SLOPE TOP OF CONCRETE

POST BASE

TM

6" COMPACTED

BASE COURSE

RING ADORNMENT

OPTIONS

(4) #5 VERT.

REBAR & #3

TIES @ 16" C.C.

WELD ON

BOX HINGE

MULCH, AS

SPECIFIED

TOPSOIL,

AS SPECIFIED

SOD, AS

SPECIFIED

COLUMN / FENCE DETAILB4

1/2"=1'-0"L-501

COLUMN / FENCE PLANTING SECTIONB5

1/2"=1'-0"L-501

2" (HINGE

CLEARANCE)

GATE UPRIGHT

3" SCHD. 40

SQUARE STEEL

POST

ELECTRIC STRIKE

LOCK; SEE

ELECTRICAL FOR

COORDINATION

CUSTOM GATE PRE-ENGINEERED FENCE

BLACK POWDER COAT SATIN FINISH

(SEE SPECIFICATIONS)

UNIT BODY PAVERS BORGERT

HOLLAND STONE, COBBLE, NORTH

SHORE AUTUMN BLEND, OR

APPROVED EQUAL, AS SPECIFIED

COMPACTED SUB GRADE

TO 95% OPTIMUM DENSITY

UNIT PAVERS, AS SPECIFIED OVER 3" MIN.

3/4" MINUS AGGREGATE BED ON 6" 3/4"

AGGREGATE BASE. COMPACT ALL JOINTS

WITH FINE SAND

SOLDIER COURSE UNIT PAVER, HOLLAND SERIES AS SPECIFIED

CONCRETE SIDEWALK

OR BAND

GEOTEXTILE SEPARATION FABRIC:

MIRIFI OR EQUAL: NON-WOVEN

3/4" AGGREGATE BASE COURSE,

AS SPECIFIED

1" MASONRY SAND

3" OF 3/8" MINUS CRUSHED FINES

(COMPACT TO 95% DENSITY)

2"

5"

1" 2 3/

8"

#3 REBAR

AT 8" O.C.

EACH WAY

6" 5"

PAVER PATIO/ CONCRETE BANDING INSTALLATION

1 1/2" = 1'-0"L-501

F7

RAISED PLANTING BED

1" = 1'-0"

VERSA-TUFF PIN

2 PER UNIT

NOT TO SCALE

1/4"

NOTE:

COLOR TO BE 'DAKOTA BUFF'

UNREINFORCED PLANTER WALL ENLARGED PINNING SECTION

RECEIVING SLOT

VERSA-LOK® MODULAR UNIT CAP TO MATCH

PINHOLE

1' DEPTH AMENDED SOIL, AS SPECIFIED

DRAINAGE AGGREGATE 12" THICK MIN.

GRANULAR (AGGREGATE) LEVELING PAD MIN. 6" THICK

VERSA-LOK® STANDARD

MODULAR CONCRETE UNITS

VERSA-LOK® CONCRETE ADHESIVE

PER MANUFACTURER'S

RECOMMENDATION

8"

L-501 F3

PATIO OR SIDEWALK (TYP.)

MINIMUM 6" EMBEDMENT

ISOLATION JOINT (TYP.)

ON-SITE FILL

REMOVE, REPAIR, SANDBLAST, POWDERCOAT RAIL

TO ORIGINAL CONDITION, REASSEMBLE AND

REINSTALL.

REMOVE AND REPOUR CONCRETE STEPS,

MAINTAIN STRUCTURAL INTEGRITY OF

STAIRS.

MAINTAIN BRICK FACADE; REPAIR AS NECESSARY.

TUCK POINT IF NEEDED.

ENTRY STAIR REPLACEMENT DETAIL

NTSL-501

B1

SCOPE OF WORK; BEYOND STAIRS DONE BY ARCHITECTURAL..

FINISH GRADE OF STOOP: 3892.54

2'

- 8

4"

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

L-501

EH JM

LANDSCAPE SITE DETAILS #1

7'-8 1/2"

Ø5'-0"

1' -5

2' -6

MATERIAL: POWDER

COATED STEEL

FINISH: SAPPHIRE - RAL

SUPPORT: BOLT-DOWN

PER MANUFACTURER

SPECIFICATIONS

AT LEAST ONE UNIT TO

BE ADA ACCESSIBLE

WITH UMBRELLA HOLE

3/4" = 1'-0"

TABLE AND CHAIRS

KEYSTONE RIDGE DESIGNS, INCâ

670 MERCER ROAD

BUTLER, PA 16001

1-800-284-8208

FAX: (724) 284-1253

www.keystoneridgedesigns.com â

OR APPROVED EQUAL

- BID ALTERNATE No. 6

5'-10 1/2"

1'-10 1/8"

1' -5

S

E A

T H

E

IG

H T

2' -0

/4

2' -1

1/

4"

1'-8 1/2"

KEYSTONE RIDGE DESIGNS, INCâ

670 MERCER ROAD

BUTLER, PA 16001

1-800-284-8208

FAX: (724) 284-1253

www.keystoneridgedesigns.com â

OR APPROVED EQUAL

3/4" = 1'-0"

BENCH

MATERIAL: POWDER COATED STEEL

FINISH: CHARCOAL - RAL 7022

SUPPORT: BOLT-DOWN PER MANUFACTURER

SPECIFICATIONS

- BID ALTERNATE No. 6

2'-5 1/8"

2' -5

/4

2'

-5

/8

Ø 1'-11 5/8"

Ø1'-0"

FLAT SPUN

LID DETAIL

32-GAL. MODEL

MATERIAL: POWDER COATED

STEEL

FINISH: CHARCOAL - RAL 7022

SUPPORT: ELEVATED LEG

PER MANUFACTURER

SPECIFICATIONS

3/4" = 1'-0"

WASTE RECEPTACLE

KEYSTONE RIDGE DESIGNS, INCâ

670 MERCER ROAD

BUTLER, PA 16001

1-800-284-8208

FAX: (724) 284-1253

www.keystoneridgedesigns.com â

OR APPROVED EQUAL

- BID ALTERNATE No. 6 L-502

F1 L-502 F3

L-502 F5

2'-81 2"

3' -0

1 2" 3'

-1 1 2"

4"

2"

KEYSTONE RIDGE DESIGNS, INCâ

670 MERCER ROAD

BUTLER, PA 16001

1-800-284-8208

FAX: (724) 284-1253

www.keystoneridgedesigns.com â

OR APPROVED EQUAL

ATLANTA 4 BIKE CAPACITY.

MODEL

MATERIAL: POWDER COATED

STEEL

FINISH: CHARCOAL - RAL 7022

SUPPORT: BOLT DOWN OR

FREESTANDING

3/4" = 1'-0" BIKE RACK - BID ALTERNATE No. 6

L-502 F7 â

KEYSTONE RIDGE DESIGNS, INCâ

670 MERCER ROAD

BUTLER, PA 16001

1-800-284-8208

FAX: (724) 284-1253

www.keystoneridgedesigns.com

MATERIAL: POWDER COATED

ALUMINUM

FINISH: BRUSHED ALUMINUM FINISH

SUPPORT: DOUBLE VENTS

ATTACHED TO FRAME WITH

ALUMINUM SCREWS

UMBRELLA MUST BE USED W 80LB

BASE (SOLD SEPERATELY)

OR APPROVED EQUAL

3/4" = 1'-0" UMBRELLA - BID ALTERNATE No. 6

6' -8

1'

-8

8'-6"

8' -1

0"

L-502 C7

LOADING DOCK W/ GUARDRAIL DETAIL

SCALE: 1" =1-0'L-502

B5

3' -6

3'

-6

7'

12'-6"

31 4" 31 2"

2"

1'

2" DIA. ALUMINUM

GUARDRAIL, POWDER COAT

WITH BLACK SATIN FINISH,

(TYP.), AS SPECIFIED

CONCRETE SIDEWALK

1/2" R. NOSING, TYP.

2" DIA. ALUMINUM

PICKETS, POWDER COAT

WITH BlACK SATIN FINISH, (TYP.), AS SPECIFIED

6"

4"

GUARDRAIL BASE, SURFACE

MOUNT TO WALL.3'

PLAN VIEW

ELEVATION VIEW

2" DIA. ALUMINUM

GUARDRAIL, POWDER COAT

WITH BLACK SATIN FINISH,

(TYP.), AS SPECIFIED

2" DIA. ALUMINUM

PICKETS, POWDER COAT

WITH BLACK SATIN FINISH,

(TYP.), AS SPECIFIED

3'-61 2"

1 12" DIA. ALUMINUM HANDRAIL,

SURFACE MOUNT INTO LOADING DOCK

1 12" DIA. ALUMINUM HANDRAIL,

CONNECT INTO 2" GUARDRAIL

HANDRAIL ON BOTH SIDES, TYPICAL

2"

6"

STAINLESS EXPANSION

BOLT (4 PER)

4" ALUMINUM PLATE

NOTE: CONTRACTOR TO SUBMIT FULL SHOP DRAWING OF

ALL RAILING COMPONENTS FOR FINAL REVIEW

L-502

EH JM

LANDSCAPE SITE DETAILS #2

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

4"

4"2"

L-503

C3

A-A

1% Slope

2% Slope Max.

CONCRETE SIDEWALK

AGGREGATE BASE

CORE DRILL INTO CHEEK WALL AND SET

#4 BAR W/ NONSHRINK EPOXY GROUT

(TYP. 7 LOCATIONS)

2" DIA. ALUMINUM

HANDRAIL,POWDER COAT

WITH BlACK SATIN FINISH, (TYP.), AS SPECIFIED

#4 REBAR AT 12"

O.C. EA. WAY

1/2" R. NOSING, TYP.

CRUSHED DRAINAGE ROCK SECTION A-A

CHEEK WALL

#4 BAR AT 12" O.C.

EACH WAY

FINISH GRADE

1" CHAMFER,

TYPICAL

WATERPROOFING

STAIRS

ISOLATION

JOINT,

TYP.

CHEEK WALL

3"M in.

HANDRAIL POST BASE

DOWEL INTO SIDEWALLS, TYP.

8"

1'-0"

TREAD

TYPICAL

1" TYP.

10"

6" R

IS

E

R

TY

P

IC

A L

8"

2'-4"

3'

3"3"

1'-4"

8" 6"

1'-0"

" M

IN

" M

IN

1'-0"

1'-1 7/8"

6"

4"

4"

SCALE: 1" = 1'-0"

TYPE 1 STAIR WITH HANDRAIL DETAIL

HANDRAIL POST BASE,

SURFACE MOUNT. SUBMIT

SHOP DRAWINGS FOR

REVIEW.

12" WIDE CONC. CHEEK

WALL BEYOND - SEE

PLANS

1'-0"

CONCRETE STEPS,

WITH DETECTABLE

WARNING STRIP

3' -0

2% Slope Max.

CONCRETE SIDEWALK

AGGREGATE

BASE

ISOLATION

JOINT,

TYP.

4"

SEE C8/L-504

L-503

EH JM

LANDSCAPE SITE DETAILS #3

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof 115

666-18-103

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

8/

:0 6:

P

M

CONSTRUCTION DOCUMENTS

JUNE 8, 2022

BUILDING 64 FOLLOW-ON

RENOVATION - SHERIDAN VA

MEDICAL CENTER

SHERIDAN, WYOMINGOWNER

15.2226.17

6/8/22

NOTE: SEE CG101 FOR GRADES