SOW Attachment 7 - Xeriscaping - Drawings - Final.pdf

NORTH

PROJECT

LOCATION

LANDSCAPING

L101 DEMOLITION PLAN

L102 PLANTING PLAN

L103 IRRIGATION PLAN

L501 PLANTING DETAILS

L502 IRRIGATION DETAILS

L503 PLANT REFERENCE IMAGES

GENERAL

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SHEET OF SHEETS

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LANDSCAPE ARCHITECT:

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COVER SHEET

HURON XERISCAPE – IRA

FINAL CONSTRUCTION DOCUMENTS

OCTOBER 3, 2024

08/08/24LAS

SLT

UNITED STATES FEDERAL BUILDING

200 4TH STREET SW

HURON, SD 57350

EP-47PJ0024F0242

JUSTIN GARTLAND

SD0038ZZ

THE SCHEMMER ASSOCIATES, INC.

UNITED STATES FEDERAL BUILDING

LANDSCAPE ARCHITECTURE

GENERAL SERVICES

ADMINISTRATION

ROCKY MOUNTAIN REGION

PBS, DESIGN AND CONSTRUCTION

MOUNTAIN PLAINS SOUTH DAKOTA

SD0035ZZ

1 7

CONFLUENCE

XERISCAPE LANDSCAPING

GENERAL SERVICES ADMINISTRATION

HURON XERISCAPE – IRA

UNITED STATES FEDERAL BUILDING

200 4TH STREET SW

HURON, SD 57350

FINAL CONSTRUCTION DOCUMENTS

OCTOBER 3, 2024

008704007- 0- 0 COVER SHEET

008704007

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Controlled By: GSA (Records@gsa.gov)

Mark Date Description

NOT TO SCALE

VICINITY MAP

HURON FEDERAL BUILDINGAL

LE

Y

5th STREET SW

SERVICE

ENTRANCE PLAZA

SIGN

E

18" SILVER

MAPLE

4th STREET SW

SC

U

LP

TU

R E

FLAG

FDC PLAQUE

PATIO

18" SILVER

MAPLE

18" SILVER

MAPLE

20"

HACKBERRY

16"

HACKBERRY

16"

HACKBERRY

18" ASH 18" ASH 16" ASH 16" ASH 16" ASH

6" HONEYLOCUST

10" HONEYLOCUST

10" HONEYLOCUST

18" ASH 18" ASH

30" CATALPA

16" AMUR

MAPLE

12" BUCKEYE

12" AMUR

MAPLE

12" BUCKEYE

WHITE

BIRCH

MOUNTAIN

ASH

12" ASH

10" ASH

12" ASH

10"

HONEYLOCUST

12"

HONEYLOCUST

20" ASH

18"

HONEYLOCUST

6"

HONEYLOCUST

10" HONEYLOCUST

10" HONEYLOCUST

16" ASH

16"

HACKBERRY

16" ASH

10" HONEYLOCUST

16" ASH

10" HONEYLOCUST

10" HONEYLOCUST

4" OAK

10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST

E

E

APPROXIMATE RIGHT-OF-WAY

APPROXIMATE RIGHT-OF-WAY

10' LIVING GROUNDCOVER SETBACK

10' LIVING GROUNDCOVER SETBACK

3 yd 3 yd

6" HONEYLOCUST

TRASH

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

1 1 1

1 1

SCALE:

20' 40'10'0'

1"=20'

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SHEET OF SHEETS

THE SCHEMMER ASSOCIATES, INC.

1300 WEST 57TH STREET, SUITE 2

SIOUX FALLS, SD 57108

PHONE: (605) 332-7850

ARCHITECTURE & ENGINEERING:

CONFLUENCE

440 E. 8TH STREET, SUITE 121

SIOUX FALLS, SD 57103

PHONE: (605) 339-1205

LANDSCAPE ARCHITECT:

SCHEMMER PROJECT NO.:

/3

/2

1:

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\P ro je ct s\

\2

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HURON XERISCAPE– IRA

FINAL CONSTRUCTION DOCUMENTS

OCTOBER 3, 2024

09/12/2024CWK

CWK

UNITED STATES FEDERAL BUILDING

200 4TH STREET SW

HURON, SD 57350

EP-47PJ0024F0242

JUSTIN GARTLAND

SD0038ZZ

THE SCHEMMER ASSOCIATES, INC.

UNITED STATES FEDERAL BUILDING

LANDSCAPE ARCHITECTURE

GENERAL SERVICES

ADMINISTRATION

ROCKY MOUNTAIN REGION

PBS, DESIGN AND CONSTRUCTION

MOUNTAIN PLAINS SOUTH DAKOTA

SD0035ZZ

CONFLUENCE

XERISCAPE LANDSCAPING

LANDSCAPE

008704007

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

L101

DEMOLITION PLAN

DEMOLITION PLAN1

L101

X

GENERAL NOTES

A. UTILITY LOCATES WERE NOT PERFORMED FOR THIS PROJECT.

PRIOR TO ANY EXCAVATION AT THE SITE, CONTRACTOR

SHALL EXAMINE ANY APPLICABLE DRAWINGS AVAILABLE FROM

THE U.S. GOVERNMENT, CONSULT WITH THE U.S.

GOVERNMENT AND UTILITY COMPANIES REPRESENTATIVES

TO DETERMINE POSSIBLE UTILITY LOCATIONS AND DEPTHS.

NO COMPENSATION WILL BE ALLOWED FOR DAMAGE

RESULTING FROM FAILURE TO COMPLY WITH THIS

REQUIREMENT. REPORT TO THE U.S. GOVERNMENT

REPRESENTATIVE ANY DAMAGE TO EXISTING UTILITIES PRIOR

TO REPAIR. NOTIFY THE U.S. GOVERNMENT OF ANY

CONFLICTS BETWEEN EXISTING UTILITIES AND PROPOSED

IMPROVEMENTS. SOUTH DAKOTA ONE CALL NOTIFICATION

CENTER: 1-800-781-7474.

B. SITE BOUNDARY AND TOPOGRAPHIC SURVEYS WERE NOT

PERFORMED FOR THIS PROJECT. BASE INFORMATION WAS

PREPARED USING AS-BUILT DRAWINGS AND SELECT FIELD

VERIFICATIONS. PROPERTY LINE INFORMATION SHOWN IS

APPROXIMATE, CONTRACTOR TO FIELD VERIFY. NOTIFY THE

U.S. GOVERNMENT OF ANY DISCREPANCIES.FIELD VERIFY

EXISTING GRADES AND LOCATIONS OF EXISTING UTILITIES,

CONDUIT, LINES, POLES, TREES, PAVING, BUILDING AND

OTHER SITE STRUCTURES PRIOR TO DEMOLITION OR

CONSTRUCTION AND IMMEDIATELY INFORM THE U.S.

GOVERNMENT OF ANY DISCREPANCIES.

C. PRIOR TO REMOVING ANY PLANT MATERIAL NOT INDICATED

TO BE PROTECTED OR REMOVED CONTACT THE U.S.

GOVERNMENT.

D. PROTECT ALL ITEMS WITHIN CONTRACT LIMITS NOT

INDICATED TO BE REMOVED. NOTIFY THE U.S. GOVERNMENT

OF ANY DISCREPANCIES.

E. THE CONTRACTOR SHALL KEEP 50% OF THE SIDEWALKS

SERVING PUBLIC ENTRANCES OPEN AND FREE OF EQUIPMENT

AND MATERIALS FOR ACCESS TO THE BUILDING THROUGHOUT

THE DURATION OF THE PROJECT. EMERGENCY EGRESS EXITS

MAY NOT BE BLOCKED AT ANY TIME.

F. IRRIGATION REMOVAL:

· EXISTING MAINLINE: REMOVE OR ABANDON IN PLACE.

· LATERAL LINES: REMOVE OR ABANDON IN PLACE.

· VALVES, VALVE BOXES: REMOVE.

· CONTROL WIRE: REMOVE OR ABANDON IN PLACE.

· SLEEVES: SALVAGE AND REUSE EXISTING SLEEVES

WHERE POSSIBLE.

· ABANDON IRRIGATION PIPING WITHIN VSPZs.

VEGETATION AND SOIL PROTECTION ZONE (VSPZ) REQUIREMENTS

VSPZ BOUNDARIES FOR TREES SHALL EXTEND OUT FROM THE

TRUNK, TO A MINIMUM DISTANCE OF 1.5 FEET (0.45 METER) RADIUS

(MEASURED AT GROUND LEVEL) PER INCH (2.54 CM) OF DIAMETER

AT BREAST HEIGHT (DBH). ESTIMATED VSPZ IS SHOWN,

CONTRACTOR SHALL SECURE SERVICES OF A CERTIFIED

ARBORIST TO VERIFY.

· SOILS AND VEGETATION WITHIN VSPZs MUST NOT BE

DISTURBED OR COMPACTED DURING CONSTRUCTION.

· PROTECT VSPZs FROM EQUIPMENT PARKING AND TRAFFIC, STORAGE OF MATERIALS, AND OTHER CONSTRUCTION

ACTIVITIES.

· AIR EXCAVATION SHALL BE USED FOR ALL EXCAVATION

WITHIN VSPZs. COMPLY WITH ANSI A300 PART 5.

· SEE PLANTING PLAN, IRRIGATION PLAN AND 01 56 39 TREE

AND PLANT PROTECTION FOR ADDITIONAL REQUIREMENTS.

KEYNOTES

1. SEE 32 91 19 FOR KILLING EXISTING TURF AND PREPARATION

REQUIREMENTS FOR NEW PLANTING. REMOVE/ABANDON

IRRIGATION, SEE NOTES.

2. EVERGREEN SHRUBS AND GRASSES AT CENTER TO REMAIN.

REMOVE SURROUNDING PLANTS AND MULCH FROM RAISED

PLANT BED.

3. REMOVE PLANTS AND MULCH.

4. REMOVE ROCK MULCH.

5. REMOVE LANDSCAPE EDGING - TYP.

6. REMOVE TREE AND STUMP.

7. REMOVE CONCRETE AND ROCK MULCH FROM EXISTING

PARKING LOT MEDIAN. EXCAVATE SOIL TO PREPARE FOR NEW

PLANTING SOIL INSTALLATION.

8. SALVAGE EXISTING STONE BENCHES (2). SEE L102 FOR NEW

LOCATION. REMOVE CONCRETE PADS.

9. EXISTING PLAQUE/MONUMENT TO BE SALVAGED; SEE L102

FOR NEW LOCATION. REMOVE CONCRETE PAD BELOW

PLAQUE.

10. LICENSED ARBORIST TO INSPECT EXISTING BUR OAK

MEMORIAL TREE AND PROVIDE WRITTEN RECOMMENDATIONS

FOR TREATMENT OR REPLACEMENT.

11. REMOVE ACCUMULATED SAND/GRAVEL BUILD UP TO A

MINIMUM DISTANCE OF 4 FEET FROM BACK OF CURB.

FINISHED GRADE TO BE 1" BELOW TOP OF CURB PRIOR TO

SOD PLACEMENT. SEE VSPZ REQUIREMENTS.

L101

Y

5th STREET SW

SERVICE

ENTRANCE PLAZA

SIGN

E

18" SILVER

MAPLE

4th STREET SW

SC

U

LP

TU

R E

FLAG

FDC PLAQUE

PATIO

18" SILVER

MAPLE

18" SILVER

MAPLE

20"

HACKBERRY

16"

HACKBERRY

16"

HACKBERRY

18" ASH 18" ASH 16" ASH 16" ASH 16" ASH

10" HONEYLOCUST

10" HONEYLOCUST

18" ASH 18" ASH

12" BUCKEYE

12" BUCKEYE

MOUNTAIN

ASH

12" ASH

10" ASH

12" ASH

10"

HONEYLOCUST

12"

HONEYLOCUST

20" ASH

18"

HONEYLOCUST

6"

HONEYLOCUST

10" HONEYLOCUST

10" HONEYLOCUST

16" ASH

16"

HACKBERRY

16" ASH

10" HONEYLOCUST

16" ASH

10" HONEYLOCUST

10" HONEYLOCUST

4" OAK

10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST

E

E

APPROXIMATE RIGHT-OF-WAY

APPROXIMATE RIGHT-OF-WAY

10' LIVING GROUNDCOVER SETBACK

10' LIVING GROUNDCOVER SETBACK

3 yd 3 yd

TRASH

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

13.0'

6.0

6.0

9.5' 10.5'

9.

6'

.4

6.5

±19.5'

4.

6'

.0

18.0'

3.0'

4.

4'

4.4'

3.

0'

TA

TA

DL

QW

AA

AA

QW

CA

CA

HH

HH

SS

HH

DL

SS

SS

UA

UA

UA

UA

RA

PB

2.0'

.0

.6'

AS

SH

QM

A3 L501

AAAAA

A A A

2 2

A

B

B

B B

B

B

B

B

ALIGN EDGING WITH

EDGE OF STOOP

AL

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N E

D G

IN

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W

IT

H

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G E

O F

ST

O

O P

EXISTING SPRUCE (4) &

EXISTING GRASSES (4) TO

REMAIN

ALIG

N W

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EDGE O

F W

ALK

ENTRANCE PLAZA

SC

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FLAG

16"

HACKBERRY

18" ASH

12" BUCKEYE

4" OAK

.3

12.0'

12.0'

24.0'

BA

SH

SB

NF

NF

NF

SH

1SB

AL

SH

SH

1AL

5SH

1SB

SH

SH

AL

SB

SB

CL

GE

PN

SB

SN

CL

SS

PN

SS

PA

PA

PA

AM

GE

SB

YG

PA

AM

SN

PA

PN

3CL

5SS

SN

GE

AM

PN

AL

GE

YG

NF

3 NF

NF

PN

PN

PN

PN

AL

AL

AL

GE

2AL

AL

GE

GE

HR

HR

HR

HR

AL

AL

AL

GE

AS

AS

AS

AS

AS

SH

90AS

AS

B

HR

EXISTING SPRUCE (4) &

EXISTING GRASSES (4) TO

REMAIN

SCALE:

20' 40'10'0'

1"=20'

KEYNOTES

1. LANDSCAPE EDGING - TYP.

2. WEED BARRIER FABRIC AND 3/4" DIAMETER WASHED RIVER

ROCK LANDSCAPE MULCH. B1/L501

3. MULCH RING AT EXISTING TREES - TYP. WEED BARRIER

FABRIC AND EDGING NOT REQUIRED FOR TREE RINGS IN

LAWN AREAS. INCREASE SIZE OF MULCH RING FOR CONIFER

TREES TO MATCH DRIPLINE. SIM. A1/L501

4. BENCH (4 TOTAL).

5. CONCRETE PAD, C1/L501.

6. CONCRETE APRON AT BACK OF CURB, A3/L501.

7. WEED BARRIER FABRIC AND BOULDER GROUNDCOVER; HAND

PLACED COBBLESTONE. FILL VOIDS BETWEEN COBBLESTONE

WITH 3/4" WASHED RIVER ROCK

10. PLACE (2) SALVAGED STONE BENCHES. BENCHES TO FACE

TOWARDS TREES.

11. PLAQUE AND BASE, D1/L501.

12. FILL SOIL TO 1" BELOW TOP OF CONCRETE STOOP.

TRANSITION TO EXISTING GRADE AT 1:12 SLOPE.

XGENERAL NOTES

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL PUBLIC AND

PRIVATE UTILITIES WHICH LIE WITHIN THE CONSTRUCTION AREA PRIOR TO

ANY CONSTRUCTION. UTILITY LOCATES WERE NOT PERFORMED FOR THIS

PROJECT. NOTIFY THE U.S. GOVERNMENT OF ANY CONFLICTS BETWEEN

EXISTING UTILITIES AND PROPOSED IMPROVEMENTS. SOUTH DAKOTA ONE

CALL NOTIFICATION CENTER: 1-800-781-7474.

B. SITE BOUNDARY AND TOPOGRAPHIC SURVEYS WERE NOT PERFORMED FOR

THIS PROJECT. BASE INFORMATION WAS PREPARED USING AS-BUILT

DRAWINGS AND SELECT FIELD VERIFICATIONS. PROPERTY LINE

INFORMATION SHOWN IS APPROXIMATE, CONTRACTOR TO FIELD VERIFY.

NOTIFY THE U.S. GOVERNMENT OF ANY DISCREPANCIES.

C. THE CONTRACTOR SHALL CONSTRUCT ALL ITEMS WITHIN THIS CONTRACT

IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND REGULATIONS.

CONTRACTOR TO COORDINATE ALL WORK WITHIN THE PUBLIC RIGHT OF

WAY OR STREETS WITH THE APPROPRIATE JURISDICTIONS.

D. THE CONTRACTOR SHALL REPORT TO THE U.S. GOVERNMENT ANY DAMAGE

TO PROPERTY AND UTILITIES PRIOR TO REPAIR.

E. ALL WORK SHALL BE IN ACCORDANCE WITH OSHA CODES AND STANDARDS.

NOTHING INDICATED ON THESE DRAWINGS SHALL RELIEVE THE

CONTRACTOR FROM COMPLYING WITH ANY APPROPRIATE SAFETY

REGULATIONS.

F. PLANT QUANTITIES IN PLANT SCHEDULE ARE FOR CONVENIENCE ONLY AND

ARE NOT GUARANTEED. QUANTITIES ON PLAN WILL PREVAIL IF

DISCREPANCIES OCCUR.

G. LANDSCAPE CONTRACTOR TO MARK ALL TREE LOCATIONS AND LAY OUT

ALL PLANT MATERIAL IN THE FIELD FOR APPROVAL PRIOR TO PLANTING.

UNLESS APPROVED OTHERWISE SHRUBS ARE NOT TO BE LOCATED CLOSER

THAN 2'-6" TO CURB OR WALKS. PERENNIALS / GRASSES ARE NOT TO

LOCATED CLOSER THAN 1'-6" TO CURB OR WALKS.

H. THE CONTRACTOR SHALL KEEP 50% OF THE SIDEWALKS SERVING PUBLIC

ENTRANCES OPEN AND FREE OF EQUIPMENT AND MATERIALS FOR ACCESS

TO THE BUILDING THROUGHOUT THE DURATION OF THE PROJECT.

EMERGENCY EGRESS EXITS MAY NOT BE BLOCKED AT ANY TIME.

VEGETATION AND SOIL PROTECTION ZONE (VSPZ) REQUIREMENTS

VSPZ BOUNDARIES FOR TREES SHALL EXTEND OUT FROM THE TRUNK, TO A

MINIMUM DISTANCE OF 1.5 FEET (0.45 METER) RADIUS (MEASURED AT GROUND

LEVEL) PER INCH (2.54 CM) OF DIAMETER AT BREAST HEIGHT (DBH). ESTIMATED

VSPZ IS SHOWN, CONTRACTOR SHALL SECURE SERVICES OF A CERTIFIED

ARBORIST TO VERIFY.

· SEE 01 56 39 TREE AND PLANT PROTECTION FOR ADDITIONAL

REQUIREMENTS.

TURF LEGEND

BOULEVARD SEED MIXA

BUFFALOGRASS SODB

CHECKED BY

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DRAWING TITLE

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SUBMISSION DATE

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GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

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DATE DRAWN:

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SHEET OF SHEETS

THE SCHEMMER ASSOCIATES, INC.

1300 WEST 57TH STREET, SUITE 2

SIOUX FALLS, SD 57108

PHONE: (605) 332-7850

ARCHITECTURE & ENGINEERING:

CONFLUENCE

440 E. 8TH STREET, SUITE 121

SIOUX FALLS, SD 57103

PHONE: (605) 339-1205

LANDSCAPE ARCHITECT:

SCHEMMER PROJECT NO.:

/3

/2

1:

P

M

L:

\P ro je ct s\

\2

H ur on

F ed er al

B ui ld in g Xe ris ca pe

H ur on , S

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_W O

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\A U

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Pl an tin g.

dw g

HURON XERISCAPE– IRA

FINAL CONSTRUCTION DOCUMENTS

OCTOBER 3, 2024

09/12/2024CWK

CWK

UNITED STATES FEDERAL BUILDING

200 4TH STREET SW

HURON, SD 57350

EP-47PJ0024F0242

JUSTIN GARTLAND

SD0038ZZ

THE SCHEMMER ASSOCIATES, INC.

UNITED STATES FEDERAL BUILDING

LANDSCAPE ARCHITECTURE

GENERAL SERVICES

ADMINISTRATION

ROCKY MOUNTAIN REGION

PBS, DESIGN AND CONSTRUCTION

MOUNTAIN PLAINS SOUTH DAKOTA

SD0035ZZ

CONFLUENCE

XERISCAPE LANDSCAPING

LANDSCAPE

008704007

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

L102

PLANTING PLAN

CITY OF HURON ZONING ORDINANCE CHAPTER 23.44 - LANDSCAPING

23.44.008 REGULATIONS AND STANDARDS

(b) REQUIRED LANDSCAPING OF FRONT YARD SETBACKS. A MINIMUM WIDTH

OF TEN FEET OF THE REQUIRED FRONT YARD SETBACK SHALL BE

MAINTAINED IN LIVING GROUND COVER EXCLUDING NECESSARY HARD

SURFACING OF DRIVEWAYS TO REACH ALLOWED OR REQUIRED OFF-STREET

PARKING AREAS.

(f) ALL LANDSCAPED AREAS SHALL BE SOD, SEEDED OR OTHER APPROVED

LIVING GROUNDCOVER ONLY. NONLIVING GROUNDCOVER MAY BE PROVIDED

ONLY ON THE SITE AS A BASE AROUND TREES OR SHRUBS ONLY, AND IN NO

CASE WILL BE ALLOWED TO EXCEED TEN PERCENT OF THE LANDSCAPE AREA

PROVIDED BEHIND THE PROPERTY LINE.

(i) MAINTENANCE. THE USE OF IN-GROUND SPRINKLER SYSTEMS IS

ENCOURAGED, AND AT A MINIMUM, WATER SERVICES SHALL BE

CONVENIENTLY LOCATED TO PROVIDE A PERMANENT AND EASILY

ACCESSIBLE MEANS OF WATERING.

(j) RIGHT-OF-WAY LANDSCAPING. THE UNPAVED PORTION OF A DEDICATED

RIGHT-OF-WAY ABUTTING ANY DEVELOPMENT SHALL BE LANDSCAPED WITH

GRASS, OR OTHER LIVING GROUNDCOVER APPROVED BY THE DIRECTOR OF

PARKS AND RECREATION OR AN AUTHORIZED REPRESENTATIVE. NONLIVING

GROUNDCOVER, INCLUDING, BUT NOT LIMITED TO, ROCK, STONE, BRICK,

CONCRETE, BLACKTOP, OR OTHER LIKE MATERIALS MAY NOT BE USED AS

LANDSCAPE MATERIALS EXCEPT AS PROVIDED HEREIN.

(1) IN THE CITY OF HURON, THE DIRECTOR OF PARKS AND RECREATION OR

AN AUTHORIZED REPRESENTATIVE MAY AUTHORIZE THE USE OF

NONLIVING GROUNDCOVER FOR LANDSCAPING A PUBLIC RIGHT-OF-WAY

WHEN IT IS DETERMINED THAT THE LOCATION WILL NOT ALLOW FOR

ADEQUATE MAINTENANCE OF SOD OR OTHER LIVING GROUNDCOVER. THE

EXCEPTION SHALL NOT INCLUDE THE USE OF LOOSE ROCK OR BLACKTOP

AS LANDSCAPING MATERIAL.

ENLARGED PLANTING PLAN2

L102

SCALE:

10' 20'5'0'

1"=10'PLANTING PLAN1

L102

L102

Y

5th STREET SW

SERVICE

ENTRANCE PLAZA

SIGN

E

18" SILVER

MAPLE

4th STREET SW

SC

U

LP

TU

R E

FLAG

FDC PLAQUE

PATIO

18" SILVER

MAPLE

18" SILVER

MAPLE

20"

HACKBERRY

16"

HACKBERRY

16"

HACKBERRY

18" ASH 18" ASH 16" ASH 16" ASH 16" ASH

10" HONEYLOCUST

10" HONEYLOCUST

18" ASH 18" ASH

12" BUCKEYE

12" BUCKEYE

MOUNTAIN

ASH

12" ASH

10" ASH

12" ASH

10"

HONEYLOCUST

12"

HONEYLOCUST

20" ASH

18"

HONEYLOCUST

6"

HONEYLOCUST

10" HONEYLOCUST

10" HONEYLOCUST

16" ASH

16"

HACKBERRY

16" ASH

10" HONEYLOCUST

16" ASH

10" HONEYLOCUST

10" HONEYLOCUST

4" OAK

10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST 10" HONEYLOCUST

E

E

APPROXIMATE RIGHT-OF-WAY

APPROXIMATE RIGHT-OF-WAY

10' LIVING GROUNDCOVER SETBACK

10' LIVING GROUNDCOVER SETBACK

3 yd 3 yd

TRASH

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

VEGETATION AND SOIL

PROTECTION ZONE AT

EXISTING TREES - TYP.

25 25

35 35 35

25 25 25

K

K

K

K K

K

M

M

M

M

M

M

M

MMMMMMMMMMMM

MMMMMMMMMMMM

M

M M

M

M

M

T T T T TMMM

MMM M

M M M M

M M M M

M

M

M

M

M

M

T T T T

M M M M M M M M M M M M M

M M M M M M M M M M M M M M M M M M M M M

MM M M M M

M

MMM M

M

M M

T

K

K K

K K

KK K

KKKKK

KKKK

M

B

B

B

B B B

BB

K

K

K

K

K

M

M

K

K

M

M

M

K

M

M

M

K

K

M

M

M

M

M

M

T

POC 1

POC 2

M

M M

M

M M

1"

114"

1"

1" 1"

1"

114" 1"

114" 114"

1"

1"

1"

1"

1"

1"

1"

114"

114"

114"

114" 114"

1" 114"

114"

112"

114"

112"

C

S

114.8 1"

214.9 1" 319.7

1"

411.5 1"

53.69 1"

66.16 1"

715.1 1"

10 8.43 1"

11 11.6 1"

12 9.81 1"135.16

1"

143.97 1"

1517.4 1"

164.97 1"

1717.1 1"

1915.3 1"

2016.7 1"

2114.3 1"

22 12.5 1"

114"

813.1 1"

910.4 1"

182.09 1"

SCALE:

20' 40'10'0'

1"=20'

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

SH

EE

T I

DE

NT

IFI

CA

TIO

N

DISCIPLINE

PR

OJ

EC

T I

DE

NT

IFI

CA

TIO

N

BU

ILD

IN

G

BIM FILE NAME

CO

NT

RA

CT

OR

S

RE

VI

SI

ON

B

LO

CK

GR

AP

HI

C

SC

AL

E

KE

Y

PL

AN

ST

AM

P

OR

S

EA

L

DE

SI

GN

ER

ID

EN

TIF

IC

AT

IO

N

OW

NE

R

ID

EN

TIF

IC

AT

IO

N

SHEET OF SHEETS

THE SCHEMMER ASSOCIATES, INC.

1300 WEST 57TH STREET, SUITE 2

SIOUX FALLS, SD 57108

PHONE: (605) 332-7850

ARCHITECTURE & ENGINEERING:

CONFLUENCE

440 E. 8TH STREET, SUITE 121

SIOUX FALLS, SD 57103

PHONE: (605) 339-1205

LANDSCAPE ARCHITECT:

SCHEMMER PROJECT NO.:

/3

/2

1:

P

M

L:

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HURON XERISCAPE– IRA

FINAL CONSTRUCTION DOCUMENTS

OCTOBER 3, 2024

09/12/2024CWK

CWK

UNITED STATES FEDERAL BUILDING

200 4TH STREET SW

HURON, SD 57350

EP-47PJ0024F0242

JUSTIN GARTLAND

SD0038ZZ

THE SCHEMMER ASSOCIATES, INC.

UNITED STATES FEDERAL BUILDING

LANDSCAPE ARCHITECTURE

GENERAL SERVICES

ADMINISTRATION

ROCKY MOUNTAIN REGION

PBS, DESIGN AND CONSTRUCTION

MOUNTAIN PLAINS SOUTH DAKOTA

SD0035ZZ

CONFLUENCE

XERISCAPE LANDSCAPING

LANDSCAPE

008704007

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

L103

IRRIGATION PLAN

X

GENERAL NOTES

A. SEE SHEET L502 FOR IRRIGATION SCHEDULE.

B. EXISTING CONDITIONS: EXISTING WATER PRESSURE IS ESTIMATED

AT 50 PSI AFTER METER AND BACKFLOW DEVICES, INFORMATION IS

ESTIMATED. CONTRACTOR TO VERIFY AND NOTIFY THE U.S.

GOVERNMENT OF ANY DISCREPANCIES.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL

PUBLIC AND PRIVATE UTILITIES WHICH LIE WITHIN THE

CONSTRUCTION AREA PRIOR TO ANY CONSTRUCTION. NOTIFY THE

U.S. GOVERNMENT OF ANY DISCREPANCIES.

D. PROVIDE AND MAINTAIN WARNING SIGNS, BARRICADES AND

CONSTRUCTION FENCING AS REQUIRED BY LOCAL AUTHORITIES.

E. SPRINKLER LOCATIONS ARE TO SCALE, THE CONTRACTOR SHALL

FLAG AND APPROVE LOCATIONS WITH THE U.S. GOVERNMENT PRIOR

TO CONSTRUCTION. PIPE LOCATIONS ARE DIAGRAMMATIC AND IN

SOME INSTANCES MAY CONFLICT WITH PAVEMENT OR OTHER

CONSTRUCTED FEATURES AND ARE PROVIDED FOR CLARITY

PURPOSES ONLY.

F. IRRIGATION CONTRACTOR IS RESPONSIBLE FOR COORDINATION

AND INSTALLATION OF ALL EQUIPMENT TO PROVIDE A WORKING

IRRIGATION SYSTEM. THIS INCLUDES MISCELLANEOUS PLUMBING

AND ELECTRICAL WORK FOR IRRIGATION PIPING AND CONTROLS.

G. CONTRACTOR TO VERIFY PLUMBING EQUIPMENT (BACKFLOW

PREVENTER, ETC) USED WILL MEET DEMANDS OF IRRIGATION AS

RECOMMENDED BY MANUFACTURER AND ARE WITHIN TOLERANCES

OF SPECIFICATIONS. BACKFLOW DEVICES ARE TO BE INSPECTED AS

REQUIRED. CONTRACTOR TO COORDINATE ALL INSPECTIONS.

H. IRRIGATION EQUIPMENT QUANTITIES ARE FOR INFORMATION ONLY.

VERIFY QUANTITIES. DRAWING TO PREVAIL IF DISCREPANCIES

OCCUR.

I. ALL IRRIGATION EQUIPMENT AND PIPING SHALL BE INSTALLED PER

MANUFACTURER RECOMMENDATIONS AS WELL AS ALL FEDERAL

CODES AND STANDARDS THAT MAY APPLY.

J. THE CONTRACTOR SHALL KEEP 50% OF THE SIDEWALKS SERVING

PUBLIC ENTRANCES OPEN AND FREE OF EQUIPMENT AND

MATERIALS FOR ACCESS TO THE BUILDING THROUGHOUT THE

DURATION OF THE PROJECT. EMERGENCY EGRESS EXITS MAY NOT

BE BLOCKED AT ANY TIME.

K. IRRIGATION SLEEVES SHALL BE SCHEDULE 40 PVC AND INSTALLED

BY THE IRRIGATION CONTRACTOR. SLEEVES SHALL BE A MINIMUM

OF 2" OR 2X THE PIPE DIAMETER, WHICHEVER IS GREATER. WHERE

REQUIRED DIRECTIONAL BORING OF PIPE SLEEVES UNDER

CONCRETE SHALL BE INCLUDED AT NO ADDITIONAL COST. INSTALL

SLEEVES WITH A MINIMUM COVER OF 18". INSTALL LATERALS WITH A

MINIMUM COVER OF 12" AND MAINLINES WITH A MINIMUM COVER OF

18".

L. ADJUST ALL IRRIGATION HEADS TO PROPER SPRAY DISTRIBUTION,

VERIFY NOZZLE INSTALLATION IS PER PLANS.

M. ADJUST IRRIGATION HEADS AND VALVE BOXES TO FINISHED GRADE.

THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF SETTLING

DURING THE WARRANTY PERIOD.

N. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION

PROCEDURES FOR IRRIGATION SYSTEM WITH THE U.S.

GOVERNMENT REPRESENTATIVE. WINTERIZATION AND SPRING

START UP SERVICES DURING THE FIRST YEAR ARE PART OF THIS

CONTRACT.

O. AS BUILT DRAWINGS ARE INCLUDED IN THE CONSTRUCTION

CONTRACT AND SHALL BE PROVIDED AND APPROVED PRIOR TO

FINAL PAYMENT.

P. CONTROL WIRE SHALL BE 18 AWG TYPE UF MULTI CONDUCTOR.

WIRE SPLICES SHALL BE LOCATED AT VALVE BOXES. ALL

CONNECTIONS SHALL BE MADE WITH 3M DBY WATERTIGHT WIRE

CONNECTORS.

VEGETATION AND SOIL PROTECTION ZONE (VSPZ) REQUIREMENTS

VSPZ BOUNDARIES FOR TREES SHALL EXTEND OUT FROM THE TRUNK,

TO A MINIMUM DISTANCE OF 1.5 FEET (0.45 METER) RADIUS (MEASURED

AT GROUND LEVEL) PER INCH (2.54 CM) OF DIAMETER AT BREAST HEIGHT

(DBH). ESTIMATED VSPZ IS SHOWN, CONTRACTOR SHALL SECURE

SERVICES OF A CERTIFIED ARBORIST TO VERIFY.

· AIR EXCAVATION SHALL BE USED FOR ALL TRENCHING WITHIN

VSPZs. COMPLY WITH ANSI A300 PART 5.

· CONSIDER USING DIRECTIONAL BORING EQUIPMENT WHERE

FEASIBLE.

· TRENCHING THROUGH TREE ROOTS IS NOT ACCEPTABLE.

· CONTRACTOR SHALL SECURE THE SERVICES OF A CERTIFIED

ARBORIST TO RECOMMEND ADDITIONAL SPECIAL PROTECTION

MEASURES BASED ON CONTRACTOR'S PLANNED CONSTRUCTION

METHODS.

· SEE 01 56 39 TREE AND PLANT PROTECTION FOR ADDITIONAL

REQUIREMENTS.

KEYNOTES

1. BORE NEW SLEEVE BELOW EXISTING PAVEMENT - TYP. EXISTING

SLEEVES MAY BE REUSED IF LOCATION AND CONDITION ALLOW.

2. EXISTING PVB BACKFLOW DEVICE TO REMAIN AT EACH POINT OF

CONNECTION, LOCATED OUTSIDE OF BUILDING.

3. USE EXISTING CONTROLLER, PROVIDE NEW CONTROL WIRE. VERIFY

AND REUSE EXISTING CONTROL WIRE PATH/CONDUIT.

IRRIGATION PLAN1

L103

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

Hunter MP Corner PROS-06-PRS40-CV Turf Rotator, 6-in. pop-up with factory installed check valve, pressure regulated to 40 psi, MP Rotator nozzle.

T=Turquoise adj arc 45-105 on PRS40 body.

11 40

Hunter MP1000 PROS-06-PRS40-CV Turf Rotator, 6-in. pop-up with check valve, pressure regulated to 40 psi, MP Rotator nozzle on PRS40 body.

M=Maroon adj arc 90 to 210, L=Light Blue 210 to 270 arc, O=Olive 360 arc.

127 40

Hunter MP2000 PROS-06-PRS40-CV Turf Rotator, 6-in. pop-up with factory installed check valve, pressure regulated to 40 psi, MP Rotator nozzle on PRS40 body. K=Black adj arc 90-210, G=Green adj arc 210-270, R=Red 360 arc.

33 40

Hunter MP3000 PROS-06-PRS40-CV Turf Rotator, 6-in. pop-up with factory installed check valve, pressure regulated to 40 psi, MP Rotator nozzle on PRS40 body. B=Blue adj arc 90-210, Y=Yellow adj arc 210-270, A=Gray 360 arc.

8 40

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS

Hunter PGP-06-MPR 25 Turf Rotor, 6in. Pop-Up. Adjustable to Full Circle.

MPR Nozzle.

38 45 23'

Hunter PGP-06-MPR 30 Turf Rotor, 6in. Pop-Up. Adjustable to Full Circle.

MPR Nozzle.

1 45 27'

Hunter PGP-06-MPR 35 Turf Rotor, 6in. Pop-Up. Adjustable to Full Circle.

MPR Nozzle.

20 45 32'

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Hunter ICZ-101-25 1" Drip Control Zone Kit. 1in. ICV Globe Valve with 1in.

HY100 filter system. Pressure Regulation: 25psi. Flow Range: 2 GPM to 20 GPM. 150 mesh stainless steel screen.

Hunter HDL-06-12-PC Drip Ring 8

Area to Receive Dripline Hunter HDL-06-12-PC HDL-06-12-PC: Hunter Dripline with 0.6 GPH flow.

Light brown tubing with gray striping. Emitters at 12" O.C. Dripline laterals spaced at 12" apart, with emitters offset for triangular pattern. Install with Hunter PLD barbed or PLD-LOC fittings.

2,534 l.f.

Area to Receive Dripline Hunter HDL-06-18-PC HDL-06-18-PC: Hunter Dripline with 0.6 GPH flow.

Light brown tubing with gray striping. Emitters at 18" O.C. Dripline laterals spaced at 24" apart, with emitters offset for triangular pattern. Install with Hunter PLD barbed or PLD-LOC fittings.

1,880 l.f.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Hunter PGV-100G 1" 1in. Plastic Electric Remote Control Valve. Female NPT Inlet/Outlet. Globe Configuration, No Flow Control.

Hunter HQ-44RC-AW 1" Quick coupler valve, yellow rubber cover, red brass and stainless steel, with 1in. NPT inlet, 2-piece body.

Acme key with Anti-Rotation wings.

Existing Rain Bird ESP-LX Modular Controller Use existing 24 Zone Irrigation Controller, Located in Water Service Room.

Hunter WR-CLIK Wireless Rain Sensor, install within 1000 ft of controller, in line of sight. 22-28 VAC/VDC 100 mA power from timer transformer. Coordinate installation location on site with the U.S. Government.

Point of Connection 1 1/2" 1

Point of Connection 1 1/2" 1

Irrigation Lateral Line: HDPE PE4710 DR 15 1" 4,055 l.f.

Irrigation Lateral Line: HDPE PE4710 DR 15 1 1/4" 149.9 l.f.

Irrigation Mainline: PVC Class 200 SDR 21 1 1/2" 578.2 l.f.

Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material.

Extend sleeves 18 inches beyond edges of paving or construction.

402.8 l.f.

T

M L O

K G R

B Y A

C

S

POC 1

POC 2

Valve Number

Valve Size

Valve Flow

Valve Callout

IRRIGATION SCHEDULE

NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP

1 Hunter PGV-100G 1" Turf Rotor 14.8 48.7 49.1 0.78 in/h 2 Hunter PGV-100G 1" Turf Rotor 14.88 48.9 49.3 0.78 in/h 3 Hunter PGV-100G 1" Turf Rotor 19.68 49.2 49.3 0.8 in/h 4 Hunter PGV-100G 1" Turf Rotary 11.49 42.2 42.4 0.52 in/h 5 Hunter ICZ-101-25 1" Drip Ring 3.69 24.3 24.4 0.64 in/h 6 Hunter PGV-100G 1" Turf Rotary 6.16 42.3 42.3 0.43 in/h 7 Hunter PGV-100G 1" Turf Rotary 15.14 43.0 43.4 0.82 in/h 8 Hunter ICZ-101-25 1" Area for Dripline 13.05 31.7 32.2 0.8 in/h 9 Hunter PGV-100G 1" Turf Rotary 10.36 43.2 43.6 0.5 in/h 10 Hunter PGV-100G 1" Turf Rotary 8.43 42.4 42.7 1.0 in/h 11 Hunter ICZ-101-25 1" Area for Dripline 11.56 29.8 30.4 0.75 in/h 12 Hunter PGV-100G 1" Turf Rotor 9.81 42.6 43.0 0.91 in/h 13 Hunter PGV-100G 1" Turf Rotary 5.16 42.1 42.2 0.43 in/h 14 Hunter ICZ-101-25 1" Drip Ring 3.97 24.5 24.6 0.53 in/h 15 Hunter PGV-100G 1" Turf Rotor 17.4 48.4 48.9 0.83 in/h 16 Hunter ICZ-101-25 1" Area for Dripline 4.97 25.8 25.9 0.32 in/h 17 Hunter PGV-100G 1" Turf Rotor 17.12 47.9 48.2 0.77 in/h 18 Hunter ICZ-101-25 1" Area for Dripline 2.09 23.1 23.1 0.32 in/h 19 Hunter PGV-100G 1" Turf Rotor 15.27 48.0 48.5 0.78 in/h 20 Hunter PGV-100G 1" Turf Rotary 16.72 43.1 44.4 0.5 in/h 21 Hunter PGV-100G 1" Turf Rotary 14.25 42.9 43.9 0.48 in/h 22 Hunter PGV-100G 1" Turf Rotary 12.49 45.5 46.3 0.47 in/h

VALVE SCHEDULE

Generated: 2024-08-06 14:49

P.O.C. NUMBER: 01

Water Source Information:

FLOW AVAILABLE

Point of Connection Size: 1 1/2" Flow Available 40.32 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 50 PSI Pressure Available: 50 PSI

DESIGN ANALYSIS

Maximum Station Flow: 17.4 GPM Flow Available at POC: 40.32 GPM Residual Flow Available: 22.92 GPM

Critical Station: 15 Design Pressure: 45 PSI Friction Loss: 0.91 PSI Fittings Loss: 0.09 PSI Elevation Loss: 0 PSI Loss through Valve: 2.42 PSI Pressure Req. at Critical Station: 48.4 PSI Loss for Fittings: 0.04 PSI Loss for Main Line: 0.42 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC: 48.9 PSI Pressure Available: 50 PSI Residual Pressure Available: 1.12 PSI

P.O.C. NUMBER: 02

Water Source Information:

FLOW AVAILABLE

Point of Connection Size: 1 1/2" Flow Available 40.32 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 50 PSI Pressure Available: 50 PSI

DESIGN ANALYSIS

Maximum Station Flow: 19.68 GPM Flow Available at POC: 40.32 GPM Residual Flow Available: 20.64 GPM

Critical Station: 3 Design Pressure: 45 PSI Friction Loss: 0.9 PSI Fittings Loss: 0.09 PSI Elevation Loss: 0 PSI Loss through Valve: 3.19 PSI Pressure Req. at Critical Station: 49.2 PSI Loss for Fittings: 0.01 PSI Loss for Main Line: 0.13 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC: 49.3 PSI Pressure Available: 50 PSI Residual Pressure Available: 0.68 PSI

CRITICAL ANALYSIS

L103

EXPANSION JOINTC3

L501 NOT TO SCALE

EXPANSION JOINT MATERIAL

ALL EXPANSION JOINTS IN WALKS SHALL BE SEALED WITH A SELF LEVELING URETHANE JOINT

SEALANT.

ASTM C920 , MULTI-COMPONENT (M), GRADE P, CLASS 25, TRAFFIC (T) EXPOSURE.

COLOR TO BE MANUFACTURERS STANDARD GRAY OR LIMESTONE.

CLEAN, PRIME, AND BACK JOINTS AS RECOMMENDED BY SEALANT MANUFACTURER. INSTALL IN

ACCORDANCE WITH ASTM C1193.

CLEAN OFF EXCESS SEALANT AND SMEARS ADJACENT TO JOINTS AS THE WORK PROGRESSES

BY METHODS AND MATERIALS APPROVED IN WRITING BY THE SEALANT MANUFACTURER.

1/2"

SPACE EXPANSION JOINTS NOT TO

EXCEED 35' IN CONCRETE WALKS

AND WHERE INDICATED ON PLAN.

1/ 2"

JOINT SEALANT

CONTROL JOINTC2

L501 NOT TO SCALE

LINE OF FRACTURE

1/8" SAWCUT JOINT

T

T/

T = THICKNESS OF

PAVEMENT

SAWCUT CONTROL JOINT

LINE OF FRACTURE

1/4" SAWCUT JOINT

T

T/

T = THICKNESS OF

PAVEMENT

TOOLED CONTROL JOINT

TOOLED JOINTS SHALL BE CONSTRUCTED AT A

MINIMUM DEPTH OF ONE INCH BY SCORING WITH

A TOOL WHICH WILL LEAVE THE CORNERS

ROUNDED AND INSURE A FREE MOVEMENT OF

CONCRETE AT THE JOINT.

WITH JOINT SEALANT

PLAQUE & BASED1

L501 SCALE: 1-1/2" = 1'-0"

10 3/4" 1'-4"

8"

2 1/8"

3"

150°

1'-0"

6"

PLAQUE

CAST STONE

BASE

FRONT ELEVATIONSECTION EXISTING PLAQUE

(NOT TO SCALE)

(2) 3/8"X 8" STAINLESS

STEEL PINS, EPOXY INTO

CONCRETE BELOW

THREADED STUDS ON

BACK OF PLAQUE, EPOXY

INTO BASE

REFINISH EXISTING

PLAQUE, OR

REPLACE WITH NEW

BRONZE PLAQUE TO

MATCH EXISTING

R2'-0"

6"

PLAN VIEW

PLAQUE AND BASE

CONCRETE PAD

CONTROL JOINT

TURF AREA

SCALE: 3/4" = 1'-0"

B&B TREE PLANTINGA1

L501

2' RADIUS

MINIMUM

3x ROOT BALL DIAMETER

60°

NOTES:

· IF ROOT BALL IS WRAPPED IN NON-BIODEGRADABLE

BURLAP OR NYLON ROPE, REMOVE BEFORE BACK

FILLING PIT.

·WHEN BACK FILLING PLANT PIT, PLACE EXISTING

SOIL IN TWO LIFTS. AFTER FIRST LIFT, PUDDLE SOIL

IN WITH WATER TO REMOVE ALL AIR POCKETS.

PLACE SECOND LIFT AND REPEAT. CONTINUE TO

PUDDLE AND FILL AS NECESSARY.

DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE

ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND

BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS

AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER,

DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES

THAT EXTEND TO THE EDGE OF THE CROWN.

PROVIDE AND INSTALL TREEGATOR OR EQUIVALENT

PORTABLE DRIP IRRIGATION BAG. NOT REQUIRED IF

OPERATIONAL IRRIGATION SYSTEM EXISTS. ONLY USE

DURING MONTHS BETWEEN APRIL 1 AND OCTOBER 31.

REMOVE ALL TWINE, ROPE, WIRE (INCLUDING WIRE

BASKET), AND BURLAP FROM TOP HALF OF ROOT BALL.

SCARIFY SIDES OF

PLANTING HOLE

TAMP SOIL AROUND ROOT BALL BASE

FIRMLY WITH FOOT PRESSURE SO

THAT ROOT BALL DOES NOT SHIFT.

LOOSEN 6" OF SUBGRADE

PLACE ROOT BALL ON

UNEXCAVATED OR TAMPED SOIL.

SET TOP OF ROOT BALL 2" HIGHER THAN GRADE.

EACH TREE MUST BE PLANTED SUCH THAT THE

TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT

BALL. TREES WHERE THE TRUNK FLARE IS NOT

VISIBLE SHALL BE REJECTED. DO NOT COVER THE

TOP OF THE ROOT BALL WITH SOIL.

3" LAYER OF ORGANIC MULCH. DO NOT PLACE

MULCH IN CONTACT WITH TREE TRUNK.

BACK FILL WITH SOIL FROM PLANT PIT.

REMOVE ALL DEBRIS (SEE NOTE)

S S

S

D D

2/ 3D

EDGE OF PLANTING AREA

PLANT ROW - TYP.

PLANT CENTER - TYP.

TRIANGULAR

SPACING - 'S'

DISTANCE BETWEEN

ROWS - 'D'

TOTAL AREA PER

PLANT (SF)

12" 15" 18" 21"

24" (2') 30" 36" (3') 42"

10-1/2" 13" 15-1/2" 18"

21" 26" 31" 36"

0.88 1.35 1.94 2.63

3.50 5.42 7.75 10.50

N.T.S

PLANT SPACINGB2

L501

4"

VARIES

SEE LAYOUT

4"

SECTION

SCALE: 3/4" = 1'-0"

PARKING MEDIANA3

L501

N.T.S

CONCRETE PADC1

L501

CONCRETE SPLASH

APRON W/ (3) #4 CONT.

EXPANSION JOINT

WITH SEALANT

EXISTING CURB

AND GUTTER

1"

2'-0"

4"

6"

1/4" R. TYP.

CONCRETE PAD

FINISHED GRADE

TOPSOIL

AGGREGATE BASE

COURSE

COMPACTED SUBGRADE

AGGREGATE

BASE COURSE

1/4" RADIUS TYP.

4"

4" 4"

2' -6

EXCAVATE & FILL

WITH PLANTING

SOIL MIX

67% TOPSOIL

33% SAND

ORGANIC MULCH AT

BASE OF EACH PLANT

3"

A MINIMUM OF 12" OF TOPSOIL SHALL BE

INSTALLED IN ALL PLANT BEDS.

M

IN

M

IN1'-0"

CONCRETE

WALK

5" DEEP MULCH

POCKET

TOP OF MULCH IS TO BE

BELOW TOP OF WALK

EXTENDING A MINIMUM OF

1'-0" FROM EDGE OF WALK.

ROCK MULCH

SET TOP OF ROOT CROWN 1"

ABOVE FINISHED GRADE. MOUND

PLANTING BED SOIL SLIGHTLY TO

TOP OF ROOT CROWN

MINIMIZE CONTACT

WITH PLANT STEM(S)

TURFGRASS

LAWN

LANDSCAPE

EDGING

WEED BARRIER FABRIC

SCALE: 3/4" = 1'-0"

PLANT BEDB1

L501

WEED BARRIER

FABRIC AND ROCK

MULCH, SEE

PLANT BED DETAIL

NOTES:

PLACE CONTROL AND EXPANSION JOINTS TO ALIGN

WITH JOINTS IN ADJACENT CURB AND GUTTER.

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SHEET OF SHEETS

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1300 WEST 57TH STREET, SUITE 2

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HURON XERISCAPE– IRA

FINAL CONSTRUCTION DOCUMENTS

OCTOBER 3, 2024

09/12/2024CWK

CWK

UNITED STATES FEDERAL BUILDING

200 4TH STREET SW

HURON, SD 57350

EP-47PJ0024F0242

JUSTIN GARTLAND

SD0038ZZ

THE SCHEMMER ASSOCIATES, INC.

UNITED STATES FEDERAL BUILDING

LANDSCAPE ARCHITECTURE

GENERAL SERVICES

ADMINISTRATION

ROCKY MOUNTAIN REGION

PBS, DESIGN AND CONSTRUCTION

MOUNTAIN PLAINS SOUTH DAKOTA

SD0035ZZ

CONFLUENCE

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LANDSCAPE

008704007

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

L501

PLANTING DETAILS

CHECKED BY

DRAWN BY

FLOOR NUMBER

DRAWING TITLE

SHEET

NUMBER

SUBMISSION DATE

SUBMISSION STAGE

GSA PM

GSA PROJECT NO.

PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

30 X 42

SH

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SHEET OF SHEETS

THE SCHEMMER ASSOCIATES, INC.

1300 WEST 57TH STREET, SUITE 2

SIOUX FALLS, SD 57108

PHONE: (605) 332-7850

ARCHITECTURE & ENGINEERING:

CONFLUENCE

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HURON XERISCAPE– IRA

FINAL CONSTRUCTION DOCUMENTS

OCTOBER 3, 2024

09/12/2024CWK

CWK

UNITED STATES FEDERAL BUILDING

200 4TH STREET SW

HURON, SD 57350

EP-47PJ0024F0242

JUSTIN GARTLAND

SD0038ZZ

THE SCHEMMER ASSOCIATES, INC.

UNITED STATES FEDERAL BUILDING

LANDSCAPE ARCHITECTURE

GENERAL SERVICES

ADMINISTRATION

ROCKY MOUNTAIN REGION

PBS, DESIGN AND CONSTRUCTION

MOUNTAIN PLAINS SOUTH DAKOTA

SD0035ZZ

CONFLUENCE

XERISCAPE LANDSCAPING

LANDSCAPE

008704007

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

L502

IRRIGATION DETAILS

TYPICAL

COMPRESSION

FITTING

AIR RELIEF VALVE AT

HIGH POINT, AS

INDICATED

FLUSH VALVE OR

CAP AT LOW END, AS

NOTED.

TYPICAL DRIP LINE

WITH EMITTER

SPACING AS NOTED.

TIE DOWN STAKE AT

ALL TEES, ELLS, AND

AT 4' O.C. AT CLAY, 3'

O.C. AT LOAM, OR 2'

O.C. AT SAND.

DRIPLINE SPACING AS

NOTED. EMITTERS

OFFSET FOR

TRIANGULAR SPACING.

POLYETHYLENE OR PVC HEADER

MANIFOLD, SIZE AS PER

"MAXIMUM FLOW PER ZONE"

CHART

TYPICAL DRIPLINE REQUIREMENTS: HUNTER6

L104 NOT TO SCALE

SLOPED CONDITION NOTE:

1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHEREVER POSSIBLE.

2. INSTALL AIR RELIEF VALVE PERPENDICULAR TO THE DRIPLINE AT ITS HIGHEST POINT.

3. SPACE ROWS NORMALLY AT THE TOP TWO-THIRDS OF THE SLOPE AND GRADUALLY INCREASE

THE SPACING UP TO 25 PERCENT AS APPROACHING THE BOTTOM THIRD.

4. WHEN ELEVATION CHANGE IS 10 FEET OR MORE, ZONE THE BOTTOM OF THE SLOPE ON A

SEPARATE VALVE.

TYPICAL OFFSET

2" FROM

HARDSCAPE, 4"

FROM PLANTED

AREA-TYP.

PVC MAINLINE

DRIP ASSEMBLY

(VALVE/ FILTER/REGULATOR)

TYPICAL FPT ADAPTER AND

COMPRESSION COUPLER

PVC LATERAL

PIPE SIZED PER

PLAN

M

AX

. L

EN

G

TH

O F

SI

N

G

LE

L

AT

ER

AL

SE

E

C H

AR

T

M

AX

. L

EN

G

TH

O F

SI

N

G

LE

L

AT

ER

AL

SE

E

C H

AR

T

END FEED EXAMPLE CENTER FEED EXAMPLE

SEE PLANSEE PLAN SEE PLAN

PVC SCH 40 TEE

OR ELL

PVC MANIFOLD LINE

COMPRESSION

ADAPTER

COMPRESSION

COUPLING

LANDSCAPE DRIPLINE

TUBING

WATER SOURCE: DRIP VALVE

OR LATERAL FROM VALVE

LANDSCAPE DRIP TUBING

PVC MANIFOLD LINE WITH

PVC TEE

FLUSH CAP: PLD BARBED

VALVE IN 6" VALVE BOX

AIR RELIEF VALVE: HUNTER

PLDAVR IN 6" VALVE BOX,

INSTALL AT HIGH POINT OF

ZONE

KEY

DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED

ODD SHAPED"C" SHAPEDPOLYGON SHAPED

0.4 GPH

12" 18" 24" 289 401 502 354 494 620 405 563 706 441 621 783 481 671 842 508 719 910 542 755 949 558 784 988

INLET

PSI

EMITTER SPACING

MAXIMUM LATERAL LENGTH (FEET)

0.6 GPH

12" 18" 24" 173 240 300 230 320 402 265 373 471 299 417 523 333 462 580 342 483 611 364 518 657 387 543 685

1.0 GPH

12" 18" 24" 126 176 222 169 235 295 197 276 346 218 308 390 240 337 425 263 362 452 271 384 486 288 401 503

EMITTER

FLOW

0.4 GPH

0.6 GPH

1.0 GPH

12"

SPACING

0.67 GPM

1.0 GPM

1.67 GPM

18"

SPACING

0.44 GPM

0.67 GPM

1.11 GPM

24"

SPACING

0.33 GPM

0.50 GPM

0.83 GPM

FLOW PER 100 FT (GPM) MAXIMUM FLOW PER ZONE

SCH. 40 PVC HEADER

PIPE SIZE

1/2" 3/4" 1"

1-1/2" 2"

MAX GPM*

4.7 GPM

8.3 GPM

13.5 GPM

33.9 GPM

52.4 GPM

PSI LOSS**

7.7 PSI

5.6 PSI

4.2 PSI

2.9 PSI

1.9 PSI

*GPM @ 5 FPS VELOCITY

**LOSS PER 100 FT

POLY HEADER

PIPE SIZE

1/2" 3/4" 1"

1-1/2" 2"

MAX GPM*

4.7 GPM

8.3 GPM

13.5 GPM

33.9 GPM

52.4 GPM

PSI LOSS**

8.8 PSI

6.3 PSI

4.8 PSI

2.9 PSI

2.2 PSI

ROTARY HEAD3

L104 NOT TO SCALE

4"

CLEAR TO

CURB OR

WALK

FINISHED GRADE 1/

2"

QUICK COUPLER VALVE 4

L104 NOT TO SCALE

FL

U

SH

IN

L

AW

N A

R

EA

S 2"

IN

P

LA

N

T

BE

D S

1" M

IN

2"

M

AX

FINISHED GRADE

10" ROUND VALVE BOX

QUICK COUPLING VALVE AS

SPECIFIED

GALVANIZED NIPPLE,

LENGTH AS REQUIRED

6" DEEP LAYER OF PEA

GRAVEL

SWING JOINT

MAIN LINE

JOINT RESTRAINT

QUICK COUPLER

ANCHOR.

CONTROL VALVE 1

L104 NOT TO SCALE

M

IN

IM

U

M

4"

2"

CLR

2" -4

15"x21"x12" DEPTH

RECTANGULAR VALVE BOX

2" MINIMUM, 4" MAXIMUM

BELOW TOP OF BOX

REMOTE CONTROL VALVE, ONE

PER BOX

30" COILED WIRE WITH 3M

DBR/Y SERIES WATERPROOF

WIRE CONNECTORS AND

PLASTIC ZONE ID TAG

2" ABOVE FINISH GRADE AT

PLANTING BEDS

3/4" ABOVE FINISH

GRADE AT LAWN AREAS

MAIN LINE

SCHEDULE 80 RISER,

SAME SIZE AS VALVE

PVC TEE

CONCRETE BRICK SUPPORT

4 TOTAL (2 ON EACH SIDE)

INCREASE LATERAL LINE SIZE

PER IRRIGATION PLAN

OUTLET PIPE SIZE SAME AS VALVE,

24" MINIMUM TO FIRST FITTING

45° DOWN TO

LATERAL PIPE

DEPTH

6" THICK LAYER OF

GRAVEL, INSTALLED

PRIOR TO SETTING

BRICK AND VALVE BOX

DRIP FLUSH ASSEMBLY8

L104 NOT TO SCALE

2"

NOTE:

1. LOCATE FLUSH CAP ASSEMBLY AT THE END OF EACH DRIP LINE.

2. ENSURE THAT THE COILED TUBING IS OF SUFFICIENT LENGTH TO

COMPLETELY EXTEND OUT OF THE VALVE BOX WHEN FLUSHING.

6" THICK LAYER OF PEA GRAVEL.

THE BOX SHALL REST ON THE

GRAVEL, GRAVEL FILL SHALL

NOT BE PLACED INSIDE BOX.

DRIP TUBING COUPLING

DRIP TUBING

REMOVABLE FLUSH CAP

COIL 18" TO 24" OF DRIP TUBING

INSIDE THE BOX

10" DIAMETER VALVE BOX

SET VALVE BOX 2" ABOVE

FINISHED GRADE

(BEFORE MULCH INSTALL)

OF PLANTING BED

DRIP VALVE 5

L104 NOT TO SCALE

30" COILED WIRE WITH 3M DBR/Y SERIES

WATERPROOF WIRE CONNECTORS AND

PLASTIC ZONE ID TAG

15"x21"x12" DEPTH

RECTANGULAR VALVE BOX

PVC TRUE UNION BALL VALVE

2" ABOVE FINISH GRADE AT

PLANTING BEDS

3/4" ABOVE FINISH

GRADE AT LAWN AREAS

2" -4

REMOTE CONTROL VALVE

PRESSURE REGULATING FILTER

SCH 80 RISER

PVC TEE

CONCRETE BRICK SUPPORT

4 TOTAL (2 ON EACH SIDE)

6" THICK LAYER OF PEA

GRAVEL, INSTALLED

PRIOR TO SETTING

BRICK AND VALVE BOX

4"

OUTLET PIPE SAME

SIZE AS VALVE, 24"

MIN. LENGTH TO

FIRST FITTING

45° DOWN AS

REQUIRED TO

LATERAL DEPTH

AIR RELIEF VALVE7

L104 NOT TO SCALE

HUNTER PLD-AVR 1/2" AIR RELIEF

VALVE TO BE INSTALLED AT THE

HIGH POINTS IN EACH DRIP ZONE.

FINISHED GRADE

6" DIAMETER VALVE BOX

SCH 40 PVC FEMALE ADAPTER

SCH 80 PVC RISER

HEADER

TEE

BRICK SUPPORT (2 TOTAL)

6" MINIMUM DEPTH OF

PEA GRAVEL

POP UP SPRAY BODY AND

NOZZLE PER PLAN

PVC TEE/ELBOW FITTING

LATERAL PIPE

1/2" x 12" SWING ARM

TURF ROTOR2

L104 NOT TO SCALE

4"

CLEAR TO

CURB OR

WALK

1/ 2"

FINISHED GRADE

TURF ROTOR AND NOZZLE

PER PLAN

PVC TEE/ELBOW FITTING

LATERAL PIPE

12" SWING JOINT

DRIPLINE AT TREES9

L105 NOT TO SCALE

CONTROL ZONE DRIP

KIT, SEE DETAIL

PVC DRIP MANIFOLD PIPE

PVC DRIP

MANIFOLD PIPE

PVC SCH 40 TEE

OR ELL

BLANK DRIP TUBING

SUBSURFACE DRIPLINE

DIAMETER AS CALLED

OUT ON PLANS

BARBED INSERT

CROSS OR TEE

DRIPLINE FLUSH

POINT, SEE DETAIL

PLACE TIE DOWN STAKES

AT EVERY THREE FEET. AT

FITTINGS WHERE THIS IS A

CHANGE OF DIRECTION

SUCH AS TEES OR ELBOWS,

USE TIE-DOWN STAKES ON

EACH LEG OF THE CHANGE

OF DIRECTION.

AIR RELIEF VALVE, LOCATE AT

HIGH POINT WITHIN A PLANT

BED AND IN AN

INCONSPICUOUS LOCATION

L104

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text

FP

AutoCAD SHX Text A

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PROJECT

DESCRIPTION

PROJECT TITLE

BUILDING NUMBER

CITY/ST./ZIP

ADDRESS

BUILDING NAME

PRIME CONTR. NO.

PRIME ORDER NO.

CONST. CONTR.

A/E

SUB A/E

CONST. CONTR. NO.

SHEET SIZE:

DATE DRAWN:

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SHEET OF SHEETS

THE SCHEMMER ASSOCIATES, INC.

1300 WEST 57TH STREET, SUITE 2

SIOUX FALLS, SD 57108

PHONE: (605) 332-7850

ARCHITECTURE & ENGINEERING:

CONFLUENCE

440 E. 8TH STREET, SUITE 121

SIOUX FALLS, SD 57103

PHONE: (605) 339-1205

LANDSCAPE ARCHITECT:

SCHEMMER PROJECT NO.:

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/2

1:

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\P ro je ct s\

\2

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D et ai ls

.d w g

HURON XERISCAPE– IRA

FINAL CONSTRUCTION DOCUMENTS

OCTOBER 3, 2024

09/12/2024CWK

CWK

UNITED STATES FEDERAL BUILDING

200 4TH STREET SW

HURON, SD 57350

EP-47PJ0024F0242

JUSTIN GARTLAND

SD0038ZZ

THE SCHEMMER ASSOCIATES, INC.

UNITED STATES FEDERAL BUILDING

LANDSCAPE ARCHITECTURE

GENERAL SERVICES

ADMINISTRATION

ROCKY MOUNTAIN REGION

PBS, DESIGN AND CONSTRUCTION

MOUNTAIN PLAINS SOUTH DAKOTA

SD0035ZZ

CONFLUENCE

XERISCAPE LANDSCAPING

LANDSCAPE

008704007

PROPERTY OF THE UNITED STATES GOVERNMENT This is controlled unclassified information. Do not remove the CUI marking. Properly destroy or return documents when no longer needed.

Mark Date Description

L503

PLANT REFERENCE IMAGES

BuffalograssBuffalograssLittle BluestemKarl Foerster Feather Reed GrassYuccaLamb's Ear

Autumn Joy SedumCaradonna SalviaRussian SageDark Towers PenstemonCat's Meow CatmintRocket City Daylily

Happy Returns DaylilyBiokovo GeraniumLightning Bug CoreopsisFalse IndigoButterfly MilkweedBlue Ice Amsonia

Millenium AlliumSem Ash Leaf SpireaGrow Low SumacPawnee Buttes Western SandcherryDwarf Bush Honeysuckle

Standing Ovation ServiceberryElmAmerican Linden FlowerAmerican LindenRegal Prince OakBur Oak Leaves and AcornsBur Oak

L503