B208 Landscape plans.pdf

6' 'S

D 6'

'S D

6''SD 6''SD 6''SD 6''SD 6''SD

6''SD 6''SD 6''SD 6''SD 6''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD

6''SD 6''SD 6''SD 6''SD 6''SD

6' 'S

D 6'

'S D

2''W 2''W 2''W 2''W 2''W 2''W 2''W

4''W 4''W 4''W 4''W 4''W 4''W 4''W

8' 'S

S 8'

'S S

8' 'S

S

O

O

O O

DN

V E

TE

R

A N

S M

E M

O R

IA

L

D R

IV

E

EXISTING BLDG 202

EXISTING BLDG 220

EXIS

BLDG 206

E X

IS

TI

N G

B U

IL

D

IN

G

TH

A V

E N

U E

BLDG 207BLDG 207

EXISTING BLDG 200

EXISTING

BLDG 200

BLDG 208

FFE 1328.50

N

95% DESIGN

DEVELOPMENT

NOT FOR

CONSTRUCTION

375 West 4th, Suite 201, Eugene OR 97401 Fax: 541.686.4577 www.schirmersatre.com

EXISTING TREE

TREE PROTECTION ZONE - TPZ

PROPOSED TREE PROTECTIVE FENCING

1. ALL TREES TO BE REMOVED WILL BE CUT, FELLED AND REMOVED MEETING

ALL VA REQUIREMENTS AND PROCEDURES.

2. ALL STUMPS WILL BE REMOVED DURING PREPARATION OF SITE FOR

CONSTRUCTION. CONFIRM ALL UTILITIES PRIOR TO ANY TREE REMOVAL.

3. FENCED OFF TREES TO REMAIN AS SHOWN AS TREE PROTECTION FENCING

TO KEEP CONSTRUCTION ACTIVITIES AWAY. THE FENCING IS TO FOLLOW

THE "FENCE LINE" AS DRAWN ON THIS PLAN. THE FENCING MATERIAL

SHALL BE HIGHLY VISIBLE, ORANGE PLASTIC, WEBBED FENCING 4-FEET

HIGH ATTACHED SECURELY TO METAL FENCE POSTS DRIVEN INTO THE

GROUND AT 6 FOOT INTERVALS. THIS FENCING SHOULD BE MAINTAINED

ADEQUATELY DURING CONSTRUCTION SO AS TO PREVENT ENTRY INTO THE

PROTECTED AREA. ALL CONSTRUCTION ACTIVITIES, INCLUDING STORAGE

OF CONSTRUCTION MATERIALS, SHOULD BE CONDUCTED OUTSIDE OF THE

TREE PROTECTION FENCING - EMPHASIS ON "ALL". ERECT THE FENCING

PRIOR TO COMMENCEMENT OF WORK AND REMOVE IT ONLY AFTER WORK

IS COMPLETED.

4. EXCAVATION AROUND TREES IN THE TPZ (TREE PROTECTION ZONE):

EXCAVATE WITHIN DRIP LINE OF TREES ONLY AS ABSOLUTELY NECESSARY.

MINIMIZE CUTTING OF LATERAL OR TAP ROOTS. USE NARROW TINE

SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS. RELOCATE ROOTS

BACK INTO BACK FILL AREAS WHEREVER POSSIBLE. IF LARGE LATERAL

ROOTS ARE ENCOUNTERED, EXPOSED BEYOND EXCAVATION LIMITS AS

REQUIRED TO BEND AND RELOCATE WITHOUT BREAKING. IF ROOT

RELOCATION IS NOT PRACTICAL, CUT ROOTS APPROXIMATELY 3" BACK

FROM NEW CONSTRUCTION. DO NOT ALLOW EXPOSED ROOTS TO DRY OUT

BEFORE PERMANENT BACKFILL IS PLACED. PROVIDE TEMPORARY EARTH

COVER OR PACK WITH WET MATERIAL. TEMPORARILY SUPPORT AND

PROTECT ROOTS AGAINST DAMAGE UNTIL PERMANENTLY LOCATED AND

COVERED WITH MOIST BACK FILL.

5. PRUNING: BRANCH PRUNING SHOULD BE LIMITED TO BROKEN, DEAD AND

CROSSING LIMBS. THE BRANCHES SHOULD NOT BE CUT TO COMPENSATE

FOR ROOT LOSS. CANOPY PRUNING MAY INCLUDE SOME THINNING TO

PROVIDE LESS WIND RESISTANCE IF ROOT LOSS COULD CAUSE POTENTIAL

BLOW DOWN.

MAINTENANCE WATERING:

6. WATERING SCHEDULE: WATERING PROTECTED TREES SHALL FOLLOW

THESE STANDARDS, HOWEVER PERIODS OF EXTREME HEAT, WIND,

RAINFALL OR DROUGHT MAY REQUIRE MORE OR LESS WATER THAN

RECOMMENDED IN THESE NOTES.

7. ALL TREES: AT THE LEAST, ONE (1) TIME PER MONTH DURING IRRIGATION

SEASON (TYPICALLY MARCH THROUGH SEPTEMBER).

8. WATERING METHOD: HAND WATERING TO INSURE TREE SURVIVAL DURING

THE COURSE OF CONSTRUCTION UNTIL AUTOMATIC IRRIGATION IS

INSTALLED.

9. AMOUNT: UNLESS OTHERWISE SPECIFIED, THE VOLUME OF WATER

APPLIED AT EACH IRRIGATION SHOULD BE IN THE RANGE OF 10 GALLONS

PER INCH OF TRUNK DIAMETER WHEN MEASURED AT 54- INCHES ABOVE

NATURAL GRADE. WATERING AREA SHALL BE DISTRIBUTED EVENLY OVER

THE ENTIRE TPZ.

10 DECIDUOUS TREES TO REMAIN (MIXED SPECIES AND SIZE),

2 EVERGREEN TREES TO REMAIN

1- 18" DBH

2- 24" DBH

3- 5" DBH

4- 16" DBH

5- 16" DBH

6- 14" DBH

7- 14" DBH

8- 20" DBH

9- 24" DBH

10- 24" DBH

11- 8" DBH (CEDAR)

12-14" DBH, (SPRUCE)

HEALTH- GOOD

TREE PROTECTION FENCE- VARIES PER TREE

PROTECTION ZONE- VARIES PER TREE

TREE #2

TREE #1

TREE #4

TREE #8

TREE #6

TREE #5

TREE #7

TREE #12

TREE #9

LIMIT OF CONSTRUCTION

TREE #11

TREE #10

TREE #3

TREES AS PART OF BLDG. 207

PROJECT

SHRUB TO BE REMOVED

STUMPS TO BE REMOVED

D 6'

'S D

6''SD 6''SD 6''SD 6''SD 6''SD

6''SD 6''SD 6''SD 6''SD 6''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD

6''SD 6''SD 6''SD 6''SD 6''SD

6' 'S

D 6'

'S D

2''W 2''W 2''W 2''W 2''W 2''W 2''W

4''W 4''W 4''W 4''W 4''W 4''W 4''W

8' 'S

S 8'

'S S

8' 'S

S

O

O

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SD

S D

SD

SD

O O

DN

V E

TE

R

A N

S M

E M

O R

IA

L

D R

IV

E

EXISTING BLDG 202

EXISTING BLDG 220

EXIS

BLDG 206

E X

IS

TI

N G

B U

IL

D

IN

G

TH

A V

E N

U E

CHILLER

SEATING AREA

TRANSFORMER

AREA

BLDG 207BLDG 207

EXISTING BLDG 200

EXISTING

BLDG 200

BLDG 208

2' 3'

3' 3'

3'

3'

3'

3'

3'

2'

2'

2'

2'

3'

FFE 1328.50

EXISTING

UTILITIES

NOT FOR

CONSTRUCTION

375 West 4th, Suite 201, Eugene OR 97401 Fax: 541.686.4577 www.schirmersatre.com

3'X6' LANDSCAPE BOULDERS

CONCRETE PATHWAYS SEE CIVIL

PLANS

EXISTING RAMP

25' STANDOFF AREA

BIKE RACKS

RECYCLED BRICK PAVING

PROPOSED RAMP W/ CONCRETE

CHEEK WALLS AND HANDRAILS

SEE ARCHITECTURE PLANS

LIMIT OF CONSTRUCTION

CRUSHED ROCK AND BRICK

BUILDING THRESHOLDS

ROUND ROCK

2'X4' LANDSCAPE BOULDERS

L5.0

L5.0

L5.1

L5.0

L5.0

SEE CIVIL PLANS FOR ALL UTILITIES:

WATER

SEWER

STORM

ELECTRIC

GAS

2'

3'

L5.0

BIKE RACK

PLANTING BEDS

WITH MULCH TYP.

LANDSCAPE

BOULDERS

BOULDERS

RECYCLE BRICK

PAVING

GROUNDCOVER WITH

ROUND ROCK TYP.

PLANTING BEDS

WITH MULCH TYP.

GROUNDCOVER WITH

ROUND ROCK TYP.

PET AREA FENCE

PLANTING BEDS

WITH MULCH TYP.

GROUNDCOVER WITH

ROUND ROCK TYP.

X

LX.X

SEE DETAIL ON DETAIL SHEETS

DETAIL NUMBER

SHEET NUMBER

L5.1

L5.0

BENCH

BENCHES

PEA GRAVEL

L5.0

L5.0

L5.0

L5.0

L5.0

L5.0

L5.0

L5.0

L5.0

L5.0L5.0

L5.0

EXISTING TREE

L5.0

L5.1

L5.1

L5.1 L5.1

L5.1

L5.1

L5.1 L5.1

PROPOSED FENCE

LANDSCAPE

PEA GRAVEL

ROUND ROCK TYP.

6 SD

ROUND ROCK TYP.

LANDSCAPE

BOULDERS

CRUSHED

ROCK AND

BRICK

ROUND ROCK TYP.

CRUSHED

ROCK AND

BRICK

3PLANTING BEDS

WITH MULCH TYP.

L5.1

L5.0

CRUSHED

ROCK AND

BRICK

ROUND ROCK

ROUND ROCK TYP.

BENCH

CONCRETE PAVERS

CONCRETE PA VERS 10

L5.0

L5.0

L5.1

CONCRETE WALKS

AS PART OF BLDG. 207 OOCONCRETE WALKS

AS PART OF BLDG. 207

CONCRETE WALKS

SEE CIVIL PLANSCONCRETE WALKS

SEE CIVIL PLANS

PET AREA FENCE L5.1

CONCRETE WALKS

SEE CIVIL PLANS

L5.1

GROUNDCOVER WITH

ROUND ROCK

L5.0

ROUND ROCK TYP.

L5.0

ROUND ROCK TYP.

D 6'

'S D

6''SD 6''SD 6''SD 6''SD 6''SD

6''SD 6''SD 6''SD 6''SD 6''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD

6''SD 6''SD 6''SD 6''SD 6''SD

6' 'S

D 6'

'S D

2''W 2''W 2''W 2''W 2''W 2''W 2''W

4''W 4''W 4''W 4''W 4''W 4''W 4''W

8' 'S

S 8'

'S S

8' 'S

S

O

O

O O

DN

V E

TE

R

A N

S M

E M

O R

IA

L

D R

IV

E

EXISTING BLDG 202

EXISTING BLDG 220

EXIS

BLDG 206

E X

IS

TI

N G

B U

IL

D

IN

G

TH

A V

E N

U E

CHILLER

SEATING AREA

TRANSFORMER

AREA

BLDG 207BLDG 207

EXISTING BLDG 200

EXISTING

BLDG 200

BLDG 208

(1111) FUCHSIA

(47) MAIDEN GRASS

(3) MOCK ORANGE

(14) BLACK-EYED SUSAN

(20) RED CURRANT

(162) PROLIFIC BUCKWHEAT

(247) DOURLEY KINNIKINNICK

(85) MAGENTA ROCKROSE

(57) DOURLEY KINNIKINNICK

(7) OREGON GRAPE

(31) FUCHSIA

(5) SNOWBERRY

(20) HAMELN FOUNTAIN GRASS

(81) OREGON GRAPE

(8) MANZANITA

(3) MOCK ORANGE

(7) SNOWBERRY

(8) BLACKEYED SUSAN

(72) MAGENTA ROCKROSE

(87) DOURLEY KINNIKINNICK

(24) MAIDEN GRASS

(175 PROLIFIC BUCKWHEAT

(225) DOURLEY KINNIKINNICK

(270) MAGENTA ROCKROSE

(34) HAMELN FOUNTAIN GRASS

(1) VINE MAPLE

(171) MAGENTA ROCKROSE

(23) BLACK EYE SUSAN

(11) MAIDEN GRASS

(2) SNOWBERRY

(2) MANZANITA

(140) PROLIFIC BUCKWHEAT

(150) EMERALD KINNIKINNICK

(170) DOURLEY KINNIKINNICK

(405) MAGENTA ROCKROSE

(4) MOCK ORANGE

(86) PROLIFIC BUCKWHEAT

(10) SNOWBERRY

(38) MAIDEN GRASS

(12) RED CURRANT

(26) HAMELN FOUNTAIN GRASS

(30) MAIDEN GRASS

(1) PISTACHE

(321) PROLIFIC BUCKWHEAT

(80) DOURLEY KINNIKINNICK

(18) RED CURRANT

(17) FOUNTAIN GRASS

(13) BLACK EYED SUSAN

(22) BLACK EYED SUSAN

(20) HAMELN FOUNTAIN GRASS

(27) MAIDEN GRASS

(10) BLACK EYED SUSAN

(15) SNOWBERRY

(20) BLACKEYED SUSAN

(16) MAIDEN GRASS

(27) FOUNTAIN GRASS

(2) RED CURRANT

(1) MOCK ORANGE

(12) TRAILING ROSEMARY

(16) MAIDEN GRASS

(150) PROLIFIC BUCKWHEAT

(28) TRAILING ROSEMARY

(32) HAMELN FOUNTAIN GRASS

(20) BLACKEYED SUSAN

(4) SNOWBERRY

(3) MANZANITA (1) OREGON WHITE OAK

FFE 1328.50

AREA PLANTED AS PART

OF BLDG. 207

AREA PLANTED AS PART

OF BLDG. 207AREA PLANTED AS

PART OF BLDG. 207

EXISTING

UTILITIES

(270) EMERALD KINNIKINNICK

(500) EMERALD KINNIKINNICK

NOT FOR

CONSTRUCTION

375 West 4th, Suite 201, Eugene OR 97401 Fax: 541.686.4577 www.schirmersatre.com

3'X6' LANDSCAPE BOULDERS

CONCRETE PATHWAYS SEE CIVIL

PLANS

EXISTING RAMP

BIKE RACKS

RECYCLED BRICK PAVING

PROPOSED RAMP W/ CONCRETE

CHEEK WALLS AND HANDRAILS

SEE ARCHITECTURE PLANS

CRUSHED ROCK AND BRICK

ROUND ROCK ONLY

2'X4' LANDSCAPE BOULDERS

PEA GRAVEL

EXISTING TREE

BENCH

CONCRETE PA VERS

SEE CIVIL PLANS FOR ALL UTILITIES:

WATER

SEWER

STORM

ELECTRIC

GAS

PROPOSED TREES

PROPOSED PLANTINGS

25' STANDOFF AREA

LIMIT OF CONSTRUCTION

BUILDING THRESHOLDS

PROPOSED FENCE

GROUNDCOVER WITH

ROUND ROCK

SD

SD

S D

S D

S D

SD

SD

SD

SD

O O

O O

A3

A5

EXISTING BLDG 200

EXISTING

BLDG 200

4"

OI

A3

OIA56"6"

A4 A4

A5

A3

A4

OI

6"

NON IRRIGATED

LANDSCAPE AREA

IRRIGATION AREA AS

PART OF BLDG. 207

IRRIGATION

AREA AS PART

OF BLDG. 207

IRRIGATION AREA AS

PART OF BLDG. 207

A5

A3

A3

A3

A3

A5

CRUSHED

STONE AREA

CRUSHED

STONE AREA

NOT FOR

CONSTRUCTION

375 West 4th, Suite 201, Eugene OR 97401 Fax: 541.686.4577 www.schirmersatre.com

EXISTING TREE TO

REMAIN

PLANT BEDS

DRIP LINE IRRIGATION

AREA RAIN BIRD XFS-06-12 (18)

XFS SUB-SURFACE PRESSURE

COMPENSATING LANDSCAPE

DRIPLINE W/COPPER SHIELD

TECHNOLOGY. 0.6GPH EMITTERS

AT 12.0" O.C. DRIPLINE LATERALS

SPACED AT 18.0" APART, WITH

EMITTERS OFFSET FOR

TRIANGULAR PATTERN.

B2

IRRIGATION ZONE

IRRIGATION SLEEVE

6"

SIZE AS NOTED ON PLAN

BACKFLOW PREVENTER -

A2

SEE CIVIL

C

RS

FS

2" BRASS

MASTER VALVE

RAIN BIRD FS-200-P

2" FLOW SENSOR.

POINT OF CONNECTION

INSTALL 2" BALL VALVE

AT SOURCE

RAIN BIRD RSD-BEX

RAIN SENSOR, WITH METAL

LATCHING BRACKET,

EXTENSION WIRE.

IRRIGATION ZONE VALVE

RAIN BIRD XCZ-150-PRB-COM

HIGH FLOW CONTROL ZONE KIT

1-1/2" PESB VALVE WITH TWO 1"

PRESSURE REGULATING (40PSI)

QUICK-CHECK BASKET FILTERS.

200 MESH SCREENS. FLOW

RANGE: 15-40GPM.

FROST FREE HOSE CONNECTION

1" , 24" BURY

OI

RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN

COMPRESSION FITTING

COUPLER

RAIN BIRD ARV050 1/2" AIR

RELIEF VALVE, WITH A 6.0" DRIP

VALVE BOX (SEB 7XB EMITTER

BOX OR SIMILAR).

RAIN BIRD OPERIND DRIP

SYSTEM OPERATION

INDICATOR, STEM RISES 6" FOR

CLEAR VISIBILITY WHEN DRIP

SYSTEM IS CHARGED TO A

MINIMUM OF 20PSI

RAIN BIRD ESP8LXMEF 8

STATION COMMERCIAL

CONTROLLER. ET MANAGER -

PER MANUF. INSTRUCTIONS FOR

EACH CONTROLLER. TRC

COMMANDER - PER MANUF.

INSTRUCTIONS FOR A RECEIVER

AT EACH CONTROLLER.

IRRIGATION LATERAL LINE

SCHEDULE 40 PVC

IRRIGATION MAINLINE

1.5" SCHEDULE 40 PVC

3'X6' LANDSCAPE

BOULDERS

RECYCLED BRICK PAVING

CRUSHED ROCK AND BRICK

ROUND ROCK

2'X4' LANDSCAPE

BOULDERS

PEA GRAVEL

CONCRETE PA VERS

8''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD 8''SD

8''SD

6''SD 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD 6''SD

6' 'S

D 6'

'S D

6' 'S

D 6'

'S D

2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W 2''W

4''W

4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W 4''W

8' 'S

S 8'

'S S

8' 'S

S 8'

'S S

8' 'S

S 8'

'S S

O O

O O

DN

EXISTING BLDG 220

CHILLERTRANSFORMER

AREA

A1

A2

BLDG 208

FS OI A1

RSC

POINT OF CONNECTION (POC)

DIGITAL SUB METER DEDICATED

TO LANDSCAPE IRRIGATION

(NOT SHOWN)

EAST SIDE CONTROLLER

AND SENSOR VERIFY

ELECTRICAL AND LOCATION

6"

6"

6"

A2

OI A2

A2

RSC

WEST SIDE CONTROLLER

AND SENSOR VERIFY

ELECTRICAL AND LOCATION

FFE 1328.50

NON IRRIGATED

LANDSCAPE AREA

NON IRRIGATED

LANDSCAPE AREA

NON IRRIGATED

LANDSCAPE AREA

NON IRRIGATED

LANDSCAPE AREA

A1

A1

A2A2

NON IRRIGATED

PLANT AREA AREA AS

PART OF BLDG. 207 IRRIGATION AREA AS

PART OF BLDG. 207

IRRIGATION AREA AS

PART OF BLDG. 207IRRIGATION AREA AS

PART OF BLDG. 207

A5

CRUSHED

STONE AREA

NOT FOR

CONSTRUCTION

375 West 4th, Suite 201, Eugene OR 97401 Fax: 541.686.4577 www.schirmersatre.com

1. SLEEVES SHOWN ON DRAWING ARE TO BE INSTALLED AS FOLLOWS:

* SLEEVES TO BE SET 18" BELOW FINAL GRADE.

* SLEEVES EXTEND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB.

* OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE

* WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT

FACE OF WALKS AND CURBS.

2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC.

3. SEE PLAN FOR SLEEVE SIZE.

4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY LOCATIONS AND NOTIFY LANDSCAPE ARCHITECT OF ANY

DISCREPANCIES PRIOR TO INSTALLATION OF ELECTRICAL AND IRRIGATION SYSTEM.

EXISTING TREE TO

REMAIN

PLANT BEDS

DRIP LINE IRRIGATION

AREA RAIN BIRD XFS-06-12 (18)

XFS SUB-SURFACE PRESSURE

COMPENSATING LANDSCAPE

DRIPLINE W/COPPER SHIELD

TECHNOLOGY. 0.6GPH EMITTERS

AT 12.0" O.C. DRIPLINE LATERALS

SPACED AT 18.0" APART, WITH

EMITTERS OFFSET FOR

TRIANGULAR PATTERN.

B2

IRRIGATION ZONE

IRRIGATION SLEEVE

6"

SIZE AS NOTED ON PLAN

BACKFLOW PREVENTER -

A2

SEE CIVIL

C

RS

FS

2" BRASS

MASTER VALVE

RAIN BIRD FS-200-P

2" FLOW SENSOR.

POINT OF CONNECTION

INSTALL 2" BALL VALVE

AT SOURCE

RAIN BIRD RSD-BEX

RAIN SENSOR, WITH METAL

LATCHING BRACKET,

EXTENSION WIRE.

IRRIGATION ZONE VALVE

RAIN BIRD XCZ-150-PRB-COM

HIGH FLOW CONTROL ZONE KIT

1-1/2" PESB VALVE WITH TWO 1"

PRESSURE REGULATING (40PSI)

QUICK-CHECK BASKET FILTERS.

200 MESH SCREENS. FLOW

RANGE: 15-40GPM.

FROST FREE HOSE CONNECTION

1" , 24" BURY

OI

RAIN BIRD MDCFCAP

DRIPLINE FLUSH VALVE CAP IN

COMPRESSION FITTING

COUPLER

RAIN BIRD ARV050 1/2" AIR

RELIEF VALVE, WITH A 6.0" DRIP

VALVE BOX (SEB 7XB EMITTER

BOX OR SIMILAR).

RAIN BIRD OPERIND DRIP SYSTEM

OPERATION INDICATOR, STEM RISES

6" FOR CLEAR VISIBILITY WHEN DRIP

SYSTEM IS CHARGED TO A MINIMUM

OF 20PSI

RAIN BIRD ESP8LXMEF 8

STATION COMMERCIAL

CONTROLLER. ET MANAGER -

PER MANUF. INSTRUCTIONS FOR

EACH CONTROLLER. TRC

COMMANDER - PER MANUF.

INSTRUCTIONS FOR A RECEIVER

AT EACH CONTROLLER.

IRRIGATION LATERAL LINE

SCHEDULE 40 PVC

IRRIGATION MAINLINE

1.5" SCHEDULE 40 PVC

1. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK

PRIOR TO EXECUTION OF THE WORK. LANDSCAPE ARCHITECT WILL BE NOTIFIED 48 HOURS IN

ADVANCE OF ALL SITE INSPECTIONS.

2. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO

EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR. IN A MANNER APPROVED BY

OWNER OR OWNER'S REPRESENTATIVE.

3. PROTECT TRUNKS, LIMBS AND ROOTS OF EXISTING TREES FROM ABRASION AND COMPACTION.

CUT NO ROOTS OVER 3" IN DIAMETER WITHOUT APPROVAL BY LANDSCAPE ARCHITECT.

4. VERIFY CONNECTION, MINIMUM STATIC WATER PRESSURE OF 40 P.S.I. AND

MINIMUM FLOW OF 20 G.P.M. AT POINT OF CONNECTION AND IRRIGATION MAINLINE TIE-IN.

INFORM LANDSCAPE ARCHITECT OF PRESSURE AND FLOWS LESS THEN THOSE STATED.

5. INSTALL ALL DRIPLINE 4" FROM ADJACENT BUILDINGS, WALLS, PAVEMENT AND CURBS.

6. THE IRRIGATION POINT OF CONNECTION WILL INCLUDE A DIGITAL SUB-METER DEDICATED FOR

IRRIGATION CONNECTED TO THE BAS. REFER TO PLUMBING PLAN.

7. SEE IRRIGATION SPECIFICATION (328400) FOR ALL ASPECTS OF IRRIGATION MATERIAL AND

INSTALLATION PROCEDURES.

17F RAIN BIRD 3504-PC-SAM

SERIES .75 NOZZLE

3'X6' LANDSCAPE

BOULDERS

2'X4' LANDSCAPE

BOULDERS

RECYCLED BRICK PAVING

CRUSHED ROCK AND BRICK

ROUND ROCK

PEA GRAVEL

CONCRETE PA VERS

D

E

C

B

A PVC EXHAUST HEADER

PVC SCH 40 TEE OR EL (TYPICAL)

FLUSH POINT (TYPICAL)

SEE RAIN BIRD DETAIL "XFS FLUSH POINT" OR "XFS FLUSH

POINT WITH BALL VALVE"

BARB X MALE FITTING:

RAIN BIRD XFF-MA FITTING (TYPICAL)

PERIMETER OF AREA

BARB X BARB INSERT TEE OR CROSS:

RAIN BIRD XFF-TEE OR

RAIN BIRD XFD-CROSS (TYPICAL)

PERIMETER DRIPLINE PIPE TO BE INSTALLED 2"-4" FROM PERIMETER OF

AREA

SUB-SURFACE DRIPLINE:

RAIN BIRD XF SERIES DRIPLINE (TYPICAL)

POTABLE: XFS DRIPLINE

NON-POTABLE: XFSP DRIPLINE

RAIN BIRD XF SERIES BLANK TUBING

2" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050

SEE RAIN BIRD XFS DETAILS FOR AIR RELIEF

INSTALLATION

PVC SUPPLY MANIFOLD

PVC SUPPLY PIPE FROM RAIN BIRD CONTROL ZONE KIT (SIZED TO MEET

LATERAL FLOW DEMAND)

TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED LENGTH TO

MAINTAIN FLOW RATE

PVC SCH 40 RISER PIPE

F

G

AC

H

I

J

H

I

J G

2"-4"

NOTES:

1. DISTANCE BETWEEN LATERAL ROWS AND EMITTER SPACING TO BE

BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION.

SEE RAIN BIRD XFS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED

SPACINGS.

2. LENGTH OF LONGEST DRIPLINE LATERAL SHOULD NOT EXCEED THE

MAXIMUM LENGTH REQUIRED TO MAINTAIN FLOW.

3. AIR RELIEF VALVE TO BE INSTALLED AT HIGH POINT OF AREA.

4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 40

PSI, PROVIDE STAINLESS STEEL CLAMPS ON EACH FITTING.

K

K F

F

L

L

M

B

FP

K

C

D E

H

I

J

G

2"-4"

A

F

F

L

N

M

B D E

D R

IP

M

A N

IF

O

LD

B

U R

IA

L

D E

P

TH

LLBK

B

N

INSET

INSET

1 EASY FIT COMPRESSION TEE:

RAIN BIRD MDCFTEE

SUB-SURFACE DRIPLINE:

RAIN BIRD XF SERIES DRIPLINE

POTABLE: XFS DRIPLINE

NON-POTABLE: XFSP DRIPLINE

INLINE DRIP EMITTER

TIE DOWN STAKE: RAIN BIRD TDS-050

WITH BEND (TYPICAL)

1 2

4" -6

NOTES:

1. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, EVERY FOUR

FEET IN LOAM SOIL, AND EVERY FIVE FEET IN CLAY SOIL.

2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES

OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF

DIRECTION.

3. INSERTION PLOW AND TRENCHED INSTALLATIONS DO NOT REQUIRE TIE

DOWN STAKES.

3 4

1 FINISH GRADE/TURF

OPERATION INDICATOR

RAIN BIRD MODEL: OPERIND

SUB-SURFACE DRIPLINE:

RAIN BIRD XF SERIES DRIPLINE

POTABLE: XFS DRIPLINE

NON-POTABLE: XFSP DRIPLINE

4"

6"

NOTE:

1. INSERT BARB TRANSFER FITTING DIRECTLY INTO DRIPLINE TUBING.

2. VAN NOZZLE MAY BE SET TO CLOSED, OR IF IT IS DESIRED TO SEE

SPRAY FROM THE NOZZLE, SET THE ARC TO 14 PATTERN. THE FLOW

FROM THE NOZZLE, 0.3 GPM, SHOULD BE ACCOUNTED FOR IN THE

SYSTEM DESIGN.

1. 3'x6' and 2'x4' BOULDERS SHOWN ON SITE PLAN. SUBMIT

SAMPLE (12"X12") TO OWNER AND LANDSCAPE

ARCHITECT FOR APPROVAL. INTENT TO MATCH

BOULDERS ON SITE.

2. LOCATIONS SHOWN ARE APPROXIMATE AND

PLACEMENT TO BE CONFIRMED IN FIELD BY OWNER

AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

3. ENSURE LOCATIONS DO NOT CONFLICT WITH UTILITIES

4. IRRIGATION HEADS SHALL BE ADJUSTED IN FIELD TO

AVOID BOULDERS

NOTES:

2/

E X

P O

S E

D 1/

B

O U

LD

E

R H

E

IG

H T

FINISH GRADE

BOULDER

COMPACTED OR UNDISTURBED SUBGRADE

1" LAYER CONCRETE SAND, ASTM C33.

COMPACTED TO SAME DENSITY AS BASE

ROCK

COMPACTED OR UNDISTURBED SUBGRADE

SLOPE TO DRAIN,

SEE CIVL PLAN

4" - 3/4" MINUS ROCK COMPACTED TO AT

LEAST 95% OF THE MATERIAL'S MAXIMUM

DRY DENSITY AS DETERMINED BY

AASHTO METHOD T-99

JOINT SAND, 1/4", ASTM C144

RECYCLE BRICK PAVING (VENEER BRICK

FROM BUILDING) INSTALLED ON EDGE

(IF NOT ABUTTING CONCRETE INSTALL) 1X6 100%

RECYCLED CONTENT PLASTIC EDGING WITH STAKES.

STAKES 24" O.C. AND AT EACH END OF ABUTTING

PIECES. TOP OF STAKES SET 1/2" BELOW FINISH

GRADE.

ROUND ROCK AREAS

6" - 3/4" MINUS STONE BASE

COMPACTED TO AT LEAST 95% OF THE

MATERIAL'S MAXIMUM DRY DENSITY AS

DETERMINED BY AASHTO METHOD T-99

COMPACTED OR UNDISTURBED

SUBGRADE

2" - 1/4" MINUS CRUSHED ROCK

SURFACE*

1X6 100% RECYCLED CONTENT PLASTIC

EDGING WITH STAKES. STAKES 24" O.C.

AND AT EACH END OF ABUTTING PIECES.

TOP OF STAKES SET 1/2" BELOW FINISH

GRADE.

ROUND RIVER ROCK AREAS

AMOCO 4553 NONWOVEN GEOTEXTILE

FABRIC OR EQUAL OVERLAP SEAMS

18" MINIMUM.

*STONE SURFACE TYPES:

SEATING AREA- CRUSHED GRANITE/SANDSTONE

CRUSHED BRICK AREAS- RECYCLED CRUSHED BRICK

3" - 1" TO 1 1/2" ROUND RIVER ROCK

AMOCO 4553 NONWOVEN GEOTEXTILE

FABRIC OR EQUAL OVERLAP SEAMS 18"

MINIMUM.

1X6 100% RECYCLED CONTENT PLASTIC EDGING

WITH STAKES. STAKES 24" O.C. AND AT EACH END

OF ABUTTING PIECES. TOP OF STAKES SET 1/2"

BELOW FINISH GRADE.

PROVIDE EDGING AT ALL PLANTING.

COMPACTED OR UNDISTURBED

SUBGRADE

PLANTING BEDS

AMOCO 4553 NONWOVEN GEOTEXTILE

FABRIC OR EQUAL OVERLAP SEAMS 18"

MINIMUM.

1X6 100% RECYCLED CONTENT PLASTIC EDGING

WITH STAKES. STAKES 24" O.C. AND AT EACH END

OF ABUTTING PIECES. TOP OF STAKES SET 1/2"

BELOW FINISH GRADE.

PROVIDE EDGING AT ALL PLANTING WITH MULCH.

COMPACTED OR UNDISTURBED

SUBGRADE

PLANTING BEDS WITH MULCH

3" - 1/4" TO 1/2" "PEA GRAVEL"

COMPACTED OR UNDISTURBED SUBGRADE

FINISH GRADE 8"

TYP.

BACKFILL WITH 3" OF 1"-1.5" ROUND RIVER ROCK

36" x 36"

TYP.

MINIMUM 4" OF 3/4" MINUS COMPACTED

CRUSHED QUARRY ROCK COMPACTED

TO AT LEAST 95% OF THE MATERIAL'S

MAXIMUM DRY DENSITY AS

DETERMINED BY AASHTO METHOD T-99

4" 4"

PRECAST OR CAST IN PLACE CONCRETE

MINIMUM OF 3500 PSI

SAND FINISH

SEE SITE PLAN FOR LOCATION

30" x 36"

TYP.

MOUNTING, EMBEDMENT WITH COVER PLATE

COMPACTED UNDISTURBED

SUBGRADE

SLOPE TO DRAIN,

SEE CIVIL PLAN

CAST IN PLACE CONCRETE BASE,

3500 PSI

RECYCLE BRICK PAVERS (VENEER BRICK

FROM BUILDING) INSTALLED ON EDGE

CUT AROUND FOUNDATION

TUBULAR BIKE RACK, SEE SPECIFICATION

10"

1' -2

L5.0

DETAILS

1 XFS SUB SURFACE DRIPLINE IRREGULAR LAYOUT

N.T.S.

3 XFS SUB SURFACE DRIPLINE BURIAL

N.T.S.2 XFS SUB SURFACE DRIPLINE OPERATIONAL INDICATOR

N.T.S.

4 LANDSCAPE BOULDERS

N.T.S.

N.T.S.

N.T.S.

RECYCLED BRICK PAVING

CRUSHED ROCK AND BRICK AREAS

ROUND ROCK

NOT FOR

CONSTRUCTION

375 West 4th, Suite 201, Eugene OR 97401 Fax: 541.686.4577 www.schirmersatre.com

8 PEA GRAVEL

N.T.S.10 CONCRETE PAVERS

N.T.S.

N.T.S.

N.T.S.9 BIKE RACK

VALVE SCHEDULE

3" ROUND ROCK HOLD 2" FROM

PLANT BASE. SEE DETAIL

ROOT CROWN AT FINISH GRADE

PLANTING BACKFILL

PLANT TABLET(S)

PER MANUFACTURER HIGH RATE

PEA GRAVEL

OR CRUSHED ROCK

SURFACE MOUNT

HARDWARE PER

MANUFACTURER

4"

4" MIN. CONCRETE BASE

1'-101 8"

6" 6"

2'-10"

6'-81 2"

67"

METAL BENCH AS SEE SPECIFICAT

4" MIN. CONCRETE BASE

6" 6"

COMPACTED OR UNDISTURBED SU

4" - 3/4" MINUS ROCK COMPACTED

LEAST 95% OF THE MATERIAL'S MA

DRY DENSITY AS DETERMINED BY

AASHTO METHOD T-99

2 34" SQUARE POST

1/4" PICKET

3' -0

10"

COMPACTED OR UNDISTURBED SUBGRADE

FINISH GRADE

4"

3' -0

RAIL BRACKET

FLAT CAP

CONCRETE FOOTING

FENCE AS SPECIFIED

7'-83 4"

TYPICAL.

FINISH GRADE

6"

1 38" X 1 12" U CHANNEL

RAIL BRACKET

1 38" X 1 12" U CHANNEL

FENCE NOTES:

1. METAL, POWDER COATED FENCE AND

GATE SEE SPECIFICATION.

2. PROVIDE 2 - 5' - 6" WIDE GATES

MATCHING FENCE DESIGN AND FENCE

HEIGHT WITH SELF LATCHING LOCK.

3. SEE LANDSCAPE PLAN FOR GATE

LOCATION AND POSITION.

N.T.S.2

N.T.S.3

REMOVE TREE TIES AT ONE YEAR WARRANTEE.NOTE:

IMPORTANT:

of 4" above finish grade.

Root crown to be a minimum

MULCH

TREE TIES

TREE STAKES

D.F. 2" x 2" x 6'

Grow Straight or approved

BACKFILL

before backfilling.

TREE PEDESTAL

Fill halfway and water thoroughly

Prepare subsoil to prevent settling

PLANT SAUCER

Form 3" rim

UNDISTURBED

OR COMPACTED SUBGRADE

2x diameter

PLANTING BACKFILL

PLANT TABLET(S)-

QUANTITY PER

MANUFACTURER' HIGH

RATE.

MULCH

HOLD 2" FROM TRUNK

NOTE:

1. SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED.

4"

GRADE.

ROUGHEN

ROOTBALL

V A

R

IE

S 6" M

IN

ROOT CROWN 2" ABOVE FINISH

FINISH GRADE

2 X ROOT

BALL DIAMETER

TYP. SHRUB IN PLANT BED

DECIDUOUS TREE PLANTING

NOT FOR

CONSTRUCTION

375 West 4th, Suite 201, Eugene OR 97401 Fax: 541.686.4577 www.schirmersatre.com

L5.1

DETAILS

PLANT LIST

1 GROUNDCOVER WITH ROUND ROCK

N.T.S. 4 BENCH

N.T.S.

5 PET AREA FENCE

N.T.S.