ET

MAHO

EUON

OGON

CAEUON

TAX

TRA

HYW

TAX

MAHO

OGON

A

EA

1

5

1

5

B C D E

2

3

4

2

3

4

B C D

X

X X X X X

X

X

P

P

P

TR

VLT

TR

VLT

VL

T

W

IV

G

SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SSSS SS SS SS SS

S

S

S

S

S

S

SS SS SS SS SS

SD

S

D

S

D

S

D

S

D

SD

SD

SD

SD

SD

SD

SD

SD

W

W

W

W

W

SD

SD

SD

SD

SD SD SD SD

E

E

E

E

E

E

G

G

O

H

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

O

H

O

H

O

H

O

H

E E E E E E

X

X

X

X X

X

X X

X X

X X

X X

X X X

X X

X X

X X X X

X

X X

X

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

X

C

O

M

P

A

C

T

P

A

R

K

I

N

G

O

N

L

Y

S

D

S

D

S

D

S

D

S

D

S

D

VL

T

TREES CODE COMMON NAME CONT CAL SIZE QTY

CA FRANZ FONTAINE HORNBEAM B & B 1.5"-2.0" 12-15 FT 6CARPINUS BETULUS `FRANZ FONTAINE`

ET WHITE FLOWERING DOGWOOD B & B 1.5"-2.0" 12-15` H 3CORNUS NUTTALLII `EDDIE`S WHITE WONDER`

SHRUBS CODE COMMON NAME SIZE FIELD2 FIELD3 QTY

HYW OAKLEAF HYDRANGEA 5 GAL 26HYDRANGEA QUERCIFOLIA `PEE WEE`

TAX ENGLISH YEW B & B 3` 28TAXUS X MEDIA H.M. EDDIE

VINE/ESPALIER CODE COMMON NAME SIZE FIELD2 FIELD3 QTY

TRA STAR JASMINE TRELLIS 5 GAL 8TRACHELOSPERMUM JASMINOIDES

PLANT SCHEDULE

GROUND COVERS CODE COMMON NAME CONT FIELD2 FIELD3 SPACING QTY

OGON GOLDEN VARIEGATED SWEETFLAG 1 GAL 30" o.c. 177ACORUS GRAMINEUS `OGON`

EUON COLORATUS PURPLE WINTERCREEPER 1 GAL 36" o.c. 179EUONYMUS FORTUNEI `COLORATUS`

MAHO CREEPING MAHONIA 1 GAL 36" o.c. 113MAHONIA REPENS

A. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY UNDER SEPARATE PERMIT.SHOWN FOR REFERENCE ONLY. REFER TO APPROVED RIGHT OF WAYDRAWINGS PRIOR TO CONSTRUCTION.

B. REFERENCE CIVIL AND ARCHITECTURAL DRAWINGS FOR ADDITIONALSITEWORK INFORMATION.

GENERAL SITE NOTES:

CORVALLIS, OREGON 97330

BENTON COUNTY

HEALTH CLINIC

SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

JAN 29, 2018

In the event conflicts are discovered between the

original signed and sealed documents prepared by

the Architects and/or their Consultants, and any

copy of the documents transmitted by mail, fax,

electronically or otherwise, the original signed and

sealed documents shall govern.

530 NW 27TH STREET

1204 SE Water Ave

Portland, Oregon 97214

t. 503.232.0520

www.shapirodidway.com

L101

1

LANDSCAPE PLAN NORTH

0

SCALE:

feet16 32 48

1/16" = 1'-0"

32

11

1

4

1

NW 27TH ST

NW P

OLK

AVE

7

9

9

8

8

SYMBOL DESCRIPTION DETAIL

EXISTING TREE TO REMAIN

NEW SCORED CONCRETE ENTRY

ELECTRICAL UTILITY REFER TO ARCHITECT

EXISTING WALKWAYS

UP LIGHTS 1/L201

DARK HEMLOCK MULCH

4" SQUARE .1875 - STAINLESS STEEL POSTS FOR CABLE TRELLIS 2/L201

CABLE VINE SYSTEM - BY JAKOB INC; (561)330-6502 WWW.JAKOB-USA.COM 3/L201

3/4" CLEAN CRUSHED BASALT GRAVEL

LOW VOLTAGE TRANSFORMER, PHILPS HADCO, ZONESCAPE1-A

LOW VOLTAGE WIRE IN 3/4 CONDUIT

1

2

3

4

6

7

8

9

10

11

12

REFERENCE NOTES SCHEDULE

6

6

10

4'-0" 4'-0"

4'-0"7'

4'-0" 4'-0"

3'-0"

12

11

CORVALLIS, OREGON 97330

BENTON COUNTY

HEALTH CLINIC

SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

JAN 29, 2018

In the event conflicts are discovered between the

original signed and sealed documents prepared by

the Architects and/or their Consultants, and any

copy of the documents transmitted by mail, fax,

electronically or otherwise, the original signed and

sealed documents shall govern.

530 NW 27TH STREET

1204 SE Water Ave

Portland, Oregon 97214

t. 503.232.0520

www.shapirodidway.com

L201

POST FOOTING FOR CABLE WIRE GREEN TRELLIS1/2" = 1'-0"

8 FT TALL STAINLESS STEEL SQUARE TUBEPOST 2'-6" MIN DEPTH BELOW GRADE

2%2%

FINISH GRADE

CAST IN PLACE CONCRETE FOOTING12" DIAMETER 36" DEEP

6" #4 REBAR SET IN PRE-DRILLED HOLE

323126-022

CABLE TRELLISNTS

VARIES PER PLAN

3323126-03

EYE BOLT POST ATTACHMENT FOR CABLE VINE3" = 1'-0"

POST

EYE BOLT WITH SUPPORT WASHERPER MANUFACTURER

CABLE WIRE PER MANUFACTURER

TROUGH BOLT PERMANUFACTURER

SPAC

ED P

ER M

ANUF

ACTU

RER

SPEC

IFIC

ATIO

N

4323126-04

GENERIC IN-GROUND UP LIGHT6" = 1'-0"

DIRECT BURY, UF/UL, COPPER, LOW VOLTAGECABLE WITH 3M DBR/Y-6 DIRECT BURY SPLICEKIT.LEAVE 18" MINIMUM WIRE LOOP COILED BELOWFIXTURE FOR SERVICE.

FINISH GRADE

IN GROUND UP LIGHT SEE SPECS

A. INSTALLATION TO BE COMPLETED IN ACCORDANCEWITH MANUFACTURER'S SPECIFICATIONS.

B. ACCEPTS 10-15 VOLTS - AC OR DC

C. SEE PLAN LEGEND FOR LED BOARD OPTION, BEAMSPREADS, AND ACCESSORIES.

D. ALWAYS REFER TO PRODUCT INSTALLATION NOTESPRIOR TO INSTALLATION.

IN GROUND UP LIGHT SEE SPECS

126 5613-142

CORVALLIS, OREGON 97330

BENTON COUNTY

HEALTH CLINIC

SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

JAN 29, 2018

In the event conflicts are discovered between the

original signed and sealed documents prepared by

the Architects and/or their Consultants, and any

copy of the documents transmitted by mail, fax,

electronically or otherwise, the original signed and

sealed documents shall govern.

530 NW 27TH STREET

1204 SE Water Ave

Portland, Oregon 97214

t. 503.232.0520

www.shapirodidway.com

L202

TREE PLANTINGNTS

TREE CLEARANCE REQUIREMENTS:MEASURED FROM TREE TRUNK

· DIRECTIONAL TRAFFIC SIGNS - 10' CLEAR· DRIVEWAYS AND ALLEY MARGINS - 5'

CLEAR· DRYWELLS - 5' - 10' REQUIRES ROOT

BARRIER· FIRE HYDRANTS - 10’ CLEAR· INTERSECTION - 25’ FROM THE CURB LINE· PROPERTY LINES 2’ CLEAR· STREET LIGHTS - 25’ UNLESS A COLUMNAR

SPECIES OF TREE IS SELECTED, THEDISTANCE MAY BE REDUCED TO 15’

· TRAFFIC STOP OR YIELD SIGNS - 20’ CLEAR· TREES ADJACENT - 20' CLEAR·

· DRY UTILITIES - 5' CLEAR· UTILITY LINES OVERHEAD - 5' VERTICAL

CLEARANCE AT MATURE HEIGHT.· UTILITY POLES - 5' CLEAR

FOR ALTERNATE TREE PLANTING LOCATIONAPPROVAL (PRIOR TO PLANTING), CONTACTLANDSCAPE ARCHITECT

NOTES:

1. EXCAVATE 2-1/2 TIMES THE SIZE OF ROOT BALL OR TREE WELLDIMENSIONS

2. CAREFULLY REMOVE AS MUCH OF BURLAP AND BASKET AS POSSIBLEWITHOUT CAUSING DAMAGE TO ROOT BALL

3. TREE GRATES ARE NOT PREFERRED AND SUBJECT TO APPROVAL IFUSED TREE GRATES MUST BE ADA COMPLIANT. USE PRODUCTS OFCPL OR AS APPROVED BY URBAN FORESTRY

4. WOOD POSTS WITH APPROVED TIE STRAPS MAY BE NECSSARY FORTREE STABILITY. INSTALL PARALLEL TO CURB

5. WHEN PLANTING NEAR STREET LIGHTING, SIGNAGE AND OTHERUNDERGROUND UTILITIES, REFER TO URBAN FORESTRY'S "STREETTREE PLANTING AND ESTABLISMENT GUIDELINES"

6. ROOT BARRIER SHALL BE USED ALONG SIDEWALK/ PEDESTRIAN ZONESIDE OF STREET TREE. USE PRODUCTS ON CPL OR AS APPROVED BYURBAN FORESTRY

SIDEWALK SCORING(TYP.)

6'-0"(TYP.)ROOT BARRIER

WOOD POSTS

4'-0" x 6'-0" TYP. TREE WELL SIZEOR APPROVED EQUIVALENT

(BY URBAN FORESTRY) PLAN VIEW

CENTER TREE INPLANTER OPENING

PLANTING STRIP (WITHOF WITHOUT

CONCRETE TREE WELL)

CURB

STREET

SIDEWALK /PEDESTRIAN

ZONE

A-

TYPICAL STREET TREESECTION

1A

TYPICAL STREET TREE SECTION WITHGRATE

2A

MOUNDED COMPACTEDNATIVE SOIL

CENTER TREE INPLANTEROPENING

FINISHED GRADE IN TREE WELL TOBE FLUSH WITH SIDEWALK AND TOP

OF CURB

BACKFILL WITH TOPSOIL ORAMENDED TOPSOIL

SET ROOT-TRUCK COLLARFINISH TO "ABOVE FINISHEDGRADE GRADE

SIDEWALK OR PAVERS12" - 18" ROOT BARRIER

DEPTH VARIES BASEDON SIZE OF ROOT BALL

1"

6"

2"

6" MOUNDED COMPACTEDNATIVE SOIL

SIDEWALK OR PAVERS

SET ROOT-TO-TRUNK COLLAR 2"BELOW GRATE

12"-18" ROOT BARRIER

FRAME AND GRATE FLUSHWITH FINISHED SIDEWALK

GRADE. INSTALL GRATEAND FRAME PER

MANUFACTURER'SRECOMMENDATINOS

2" OF PEA GRAVEL

BACKFILL WITH TOPSOIL ORAMENDED TOPSOIL

1"

4

TREE BACKFILL AMENDED AS FOLLOWS:· 3 PARTS OF EXISTING TOPSOIL· 1 PART COMPOST· AS SPECIFIED SEE CHART

SHRUB, GRASSES AND GROUNDCOVER BACKFILL

AMENDED AS FOLLOWS:

· 3 PARTS OF EXISTING TOPSOIL

· 1 PART COMPOST

· AS SPECIFIED SEE CHART

PLANTING BACKFILL SOIL AMENDMENT1" = 1'-0"

CONTAINER SIZE PERMAMATRIX POUNDS REQUIRED (DRY)

PERMAMATRIX AVAILABLE LOCALLY FROM SUNMARK

ENVIRONMENTAL 503.241.7333

CALIPER SIZE PERMAMATRIX POUNDS REQUIRED (DRY)

1.0"

1.5"

2.0"

2.5"

3.0"

3.5"

5.00

7.50

10.00

20.00

30.00

50.00

PLUG

4-INCH

1 GAL.

2 GAL.

3 GAL.

6 GAL.

15 GAL.

.05

.20

.50

.75

1.25

1.50

5.00

2329110-01

1" = 1'-0"

SHRUB PLANTING

SET ROOTBALL CROWN

THAN SURROUNDINGFINISHED GRADE.

SLOPE FINISHED GRADE

1 " HIGHER

FINISHED GRADE.

MULCH DEPTH PER SPEC.

ROOTBALL.AT BACKFILL AWAY FROM

1" HIGH AT SHRUB,NO WATER WELLAT LAWN AREA.

WATER WELL:

ROOTBALL

NATIVE SOILFIRMLY COMPACTED.

TOPSOIL PER SPECIFICATIONSDO NOT COMPACT. WATER-IN

2 X ROOTBALL

12" M

IN.

PLANT TRUNK.A 4" RADIUS AT THE KEEP MULCH FREE FROM

FOR CORRECT SETTLEMENT

FROM CONTAINEROR REMOVE TWINE BURLAP FROM TOP

REMOVE PLANT

2/3 OF ROOT BALL

NOTE: CHECK ROOTBALL FOR PRESENCE OF ROOT FLARE AT BASE OF TRUNK. REMOVE EXCESS SOIL OVER ROOTFLARE AND ADJUST DEPTH OF PLANTING HOLE TO ACCOMODATE REDUCED ROOTBALL DEPTH IF NEEDED. ROOT FLAREMUST BE VISIBLE ABOVE MULCH/SOIL/ROOTBALL.

BACKFILL AND AMENDMENTS

7329333.13-01

S = SPACING ON CENTER (O.C.) AS SHOWN ON PLANS

S

WALK, FENCE OR WALLEDGE OF PLANT BED, CURB

PLANT CENTER

S S

1/2 S

S

UNLESSOTHERWISESPECIFIED

GROUNDCOVER SPACING1/2" = 1'-0"

6329333.83-01

8 TREE PLANTING ON GRADENTS DETAIL-FILE

XREF SCALE FACTOR = .0833 OR 1/12

3'-0"

MIN

2" ROUND X 8'-0" TREATED WOOD STAKES, (3) PERTREE WHEN CALIPER IS 2" OR LARGER (2) PERSMALLER TREES. SET PERPENDICULAR TOPREVAILING WIND. (3) PER EVERGREEN TREE 5FTTALL AND LARGER (2) PER SMALLER EVERGREENTREES. INSTALL CLEAR OF ROOTBALL

1" WIDE CHAIN-LOCK TREE TIES, COLOR BLACK

SET ROOT BALL CROWN 1" ABOVE FINISH GRADEAND REMOVE BURLAP/TWINE/WIRE FROM TOPHALF OF ROOTBALL, KEEP MULCH 2" CLEAR FROMSTEM

FINISH GRADE

ORGANIC MULCH, PER SPECS

TREE ROOTBALL

BACKFILL PER SPECSCOMPACTED NATIVE SOILNATIVE SOIL / COMPACTED SUBGRADE

1.5X R

OOTB

ALL

5'-0"

MIN

TREE ROOT BARRIER - LINEAR1" = 1'-0"

2"

3"

3329416-01

5 SOIL AMENDMENT AND DEPTH1 1/2" = 1'-0" DETAIL-FILE

3"8"

4"

6"4"

3" GARDEN COMPOSTTILLED INTO 5 INCHES OF

SITE SOILS, OR SANDYLOAM AS DIRECTED

2" GARDEN COMPOST INCORPORATEDINTO 4" OF SANDY LOAM

SITE SOILS SCARIFIED 4" BELOWAMENDED LAYER. TILL IN GRAVEL ASDIRECTED BY LANDSCAPE ARCHITECT.

TURF AREA1" BELOW ADJACENTSURFACING

MULCH AREAAT GRADE WITH

ADJACENT SURFACING

TOP OF PAVING

NOTES:ALL SOIL AREAS DISTURBED OR COMPACTED DURING CONSTRUCTION AND NOT COVERED BY BUILDINGS SHALL BEAMENDED AS DESCRIBED.

1. SUBSOIL SHALL BE SCARIFIED (TILLED) 4 " BELOW AMENDMENT LAYER. EXCEPT WHERE SCARIFICATION WOULDDAMAGE TREE ROOTS OR AS DETERMINED BY LANDSCAPE ARCHITECT OR ARBORIST.

2. PLANTING ARES SHALL HAVE COMPOST TILLED TO A DEPTH OF 8" INTO EXISTING OR SPECIFIED SOILS.3. TURF AREAS SHALL HAVE COMPOST AND SANDY LOAM TILLED TO A DEPTH OF 6".4. PLANTING BEDS SHALL RECEIVE 3" OF DARK BARK DUST.

PLANTING AREA

TURF AREA

2-3" DARK BARK DUST

PLANTING NOTES:

DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUSTHAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOTHAVE BEEN KNOWN THE DURING DESIGN PROCESS. BRING SUCH CONDITIONSIMMEDIATELY TO ATTENTION OF OWNER'S AUTHORIZED REPRESENTATIVE FORRESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED ANDREQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFI CATION.

ENSURE THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET AT THEPROPER ELEVATIONS RELATIVE TO PAVING FINISH SURFACE ELEVATIONS, UTILITYCOVERS AND CURBS. SHRUBS PLANTING AREAS AT 2" BELOW AND LAWN 1"BELOW ADJACENT GRADE. NOTIFY OWNER OF ANY DISCREPANCIES.

ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS TO DRAIN AWAY FROMBUILDING, 2% MINIMUM.

PLANT MATERIAL, I.E. TREES, SHRUBS VINES, ESPALIERS AND GROUNDCOVERS,MUST BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOINSTALLATION. PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZEDREPRESENTATIVE'S APPROVAL MAY BE SUBJECT TO REMOVAL ANDREPLACEMENT WITH RELATED COSTS BORNE BY CONTRACTOR.

FINAL LOCATIONS OF PLANT MATERIALS ARE SUBJECT TO APPROVAL OF THEOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PERFORMTHE FOLLOWING BEFORE BEGINNING PLANTING PIT EXCAVATION: A. SHRUBS - PLACE ACTUAL PLANT CONTAINERS ON-SITE IN "FINAL" LOCATIONS. B. TREES - CHALK OR STAKE CENTER OF TREE.

PLANTING SHALL NOT BE PERFORMED UNTIL PRE-PLANTING SOIL AMENDMENTSARE COMPLETE AND APPROVED BY THE OWNER'S REPRESENATIVE.

IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS ON-SITE ANDTHOSE AREAS INDICATED ON DRAWINGS, CONTACT OWNER'S AUTHORIZEDREPRESENTATIVE FOR RESOLUTION. FAILURE TO MAKE SUCH CONFLICTSKNOWN TO OWNER'S AUTHORIZED REPRESENTATIVE IN A TIMELY FASHION MAYRESULT IN CONTRACTOR'S LIABILITY TO RELOCATE PLANT MATERIALS OR ATWORST CASE, BECOME UNABLE TO CHARGE OWNER FOR PLANT MATERIALALREADY PLANTED.

SHRUB AND GROUNDCOVER AREAS TO RECIEVE A 2-INCH DEEP LAYER MULCH TOBE SUBMITTED FOR APPROVAL FROM LANDSCAPE ARCHITECT.

AN AUTOMATIC IRRIGATION SYSTEM IS TO BE INSTALLED WITHIN ALL PLANTINGAREAS PROVIDING HEAD TO HEAD COVERAGE.

PROVIDE ROOT CONTROL BARRIERS FOR ALL TREES PLANTED WITHIN 5' OF AHARDSCAPE EDGE SUCH AS PAVING, WALLS, STEPS, ETC. REFER TO PLANTINGDETAILS FOR ADDITIONAL INFORMATION.

INSTALL PLANT MATERIAL WITH ITS BEST SIDE FACING PREDOMINATE VIEW OFPUBLIC.

PROVIDE THE PROPER SETBACK BETWEEN UTILITIES AND TREES - CONTACT CITYINSPECTOR FOR REQUIRED SETBACKS IN THE CASE THAT THE DRAWINGS ARENOT CLEAR.

A. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY UNDER SEPARATE PERMIT.SHOWN FOR REFERENCE ONLY. REFER TO APPROVED RIGHT OF WAYDRAWINGS PRIOR TO CONSTRUCTION.

B. REFERENCE CIVIL AND ARCHITECTURAL DRAWINGS FOR ADDITIONALSITEWORK INFORMATION.

GENERAL SITE NOTES:

X

X X X X X

X

X

P

P

P

TR

VLT

TR

VLT

VL

T

W

IV

G

SS SS SS SS SS SS SS SS SS SS SS

SS SS SS SS SS SS SS SS SS SS

S

S

S

S

S

S

SS SS SS SS SS

SD

S

D

S

D

S

D

S

D

SD

SD

SD

SD

SD

SD

SD

SD

WW

WW

WW

WW

WW

W

W

W

W

W

SD

SD

SD

SD

SD SD SD SD

E

E

E

E

G

G

O

H

O

H

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

O

H

O

H

O

H

O

H

O

H

E E E E E E

X

X

X

X X

X

X X

X

X X

X X

X X X

X X X

X

X

X X X X

X

X X

X

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

COMPACT

PARKING

ONLY

X

C

O

M

P

A

C

T

P

A

R

K

I

N

G

O

N

L

Y

S

D

S

D

S

D

S

D

S

D

S

D

VL

T

CM

M

M

M

M

M

MM

M

MM

M

M

M

M

M

M

M

M

M

M

M

M

L

MM

M

M

M

M

M

M

M

M

M

M

M

M

MM

M

M

"

1

4

1

1

"

FS4

1

1

"

"

1

1"1 15.8

1"2 8.33

"

1

1

1

2

"

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

HUNTER MP1000 PROS-12-PRS40-CV 42 40SHRUB ROTATOR, 12" (30.48 CM) POP-UP WITH CHECK VALVE,PRESSURE REGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE.M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC ON PRS40 BODY.

HUNTER MP800SR PROS-12-PRS40-CV 4 40SHRUB ROTATOR, 12.0" POP-UP WITH CHECK VALVE, PRESSUREREGULATED TO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE ON PRS40BODY. OR = ORANGE ADJ ARC 90 TO 210.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

HUNTER ICZ-101-40 1" 2 DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1" HY100 FILTERSYSTEM. PRESSURE REGULATION: 40PSI. FLOW RANGE: 2 GPM TO 20GPM. 150 MESH STAINLESS STEEL SCREEN.

AREA TO RECEIVE DRIPLINE HUNTER PLD-10-12 803.9 L.F.

IN-LINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITHBUILT-IN CHECK VALVE. 1.0 GPH EMITTERS AT 12" O.C. DRIPLINELATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FORTRIANGULAR PATTERN. UV RESISTANT. USE PLD-LOC FITTING ORBARBED FITTINGS.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

HUNTER ICV-G 1" 1 1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTE CONTROL VALVES,GLOBE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FORCOMMERCIAL/MUNICIPAL USE.

HUNTER PC-400 1 LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 4-STATION BASEMODULE CONTROLLER, 120 VAC, OUTDOOR MODEL

HUNTER FLOW-CLIK-100 1 FLOW SENSOR SOV WITH INTERFACE PANEL, 1" SCHEDULE 40SENSOR BODY, 24 VAC, 2 AMP, INSTALL INTERFACE PANEL ASREQUIRED.

POINT OF CONNECTION 1" 1 IRRIGATION POINT OF CONNECTION_DESIGN PRESSURE STATIC 65PSI_FIELD VERIFY

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 3/4" 647.5 L.F.

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1" 54.5 L.F.

IRRIGATION LATERAL LINE: PVC SCHEDULE 40 1 1/4" 15.5 L.F.

IRRIGATION MAINLINE: PVC SCHEDULE 40 1 1/2" 9.5 L.F.PVC SCHEDULE 40 IRRIGATION PIPE.

PIPE SLEEVE: PVC CLASS 200 SDR 21 107.7 L.F.

MOL

ADJ. 360

C

FS

#"

#

Valve Number

Valve Size

Valve Flow

Valve Callout

#

IRRIGATION SCHEDULE

1

IRRIGATION PLAN

CORVALLIS, OREGON 97330

BENTON COUNTY

HEALTH CLINIC

SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

JAN 29, 2018

In the event conflicts are discovered between the

original signed and sealed documents prepared by

the Architects and/or their Consultants, and any

copy of the documents transmitted by mail, fax,

electronically or otherwise, the original signed and

sealed documents shall govern.

530 NW 27TH STREET

1204 SE Water Ave

Portland, Oregon 97214

t. 503.232.0520

www.shapirodidway.com

L301

A. ALL WORK IN RIGHT OF WAY SHALL CONFORM TO BUREAU OF TRANSPORTATIONR.O.W. REGULATIONS.

B. ONLY NON-PRESSURIZED PLASTIC FEEDER LINES AND SPRINKLER HEADS AREPROPOSED IN THE RIGHT-OF-WAY. NO OTHER PART OF THE IRRIGATION SYSTEM,SUCH AS PRESSURIZED MAINLINES, CONTROL VALVES AND BACK-FLOW PREVENTERS,WILL BE LOCATED WITHIN THE RIGHTOF-WAY.

C. ALL PARTS OF THE IRRIGATION SYSTEM WILL BE BURIED A MINIMUM OF 12” BELOWGRADE, EXCEPT FOR SPRINKLER HEADS. SPRINKLER HEADS WILL BE FLUSH WITH THESURROUNDING SURFACE WHEN NOT IN USE, AND SHALL BE ORIENTED SO AS TO LIMITTHE DISTRIBUTION OF WATER TO THE LANDSCAPED AREAS. FEEDER LINES BENEATHTHE SIDEWALK WILL BE INSTALLED PERPENDICULAR TO THE SIDEWALK. IRRIGATIONSYSTEM WILL BE INSTALLED IN A MANNER THAT DOES NOT INTERFERE WITH STREETTREES, UTILITIES, SIDEWALKS, OR OTHER PUBLIC INFRASTRUCTURE.

D. IF ANY PORTION OF A DRIVEWAY APPROACH, SIDEWALK OR CURB IS DAMAGED ORREPLACED IN THE PROCESS OF INSTALLING THE IRRIGATION SYSTEM, ARIGHT-OF-WAY PERMIT WILL BE REQUIRED. ANY CONCRETE WORK IN THE PUBLICRIGHT-OF-WAY REQUIRES A STANDARD RIGHT-OF-WAY CONSTRUCTION PERMIT.

RIGHT-OF-WAY GENERAL NOTES:

NORTH

0

SCALE:

feet16 32 48

1/16" = 1'-0"

1

I-101

I-104I-102

SYMBOL DESCRIPTION DETAIL

EXISTING TREE TO REMAIN

IRRIGATIONSYMBOL DESCRIPTION DETAIL

IRRIGATION CONTROLLER 1/L401

IRRIGATION POINT OF CONNECTION REFER TO CIVIL FOR DCV

VALVE BOX LAYOUT - BLACK VALVE BOXES AND LIDS 4/L401

IRRIGATION SLEEVING UNDER PAVEMENT TYPICAL 7/L401

IRRIGATION CONTROL VALVE 2/L401

1

I-101

I-102

I-103

I-104

I-105

REFERENCE NOTES SCHEDULE

NW 27TH ST

NW P

OLK

AVE

I-103

I-105

USE SIDEWALK SLEEVER TOROUTE IRRIGATION LATERALS

UNDER EXISTING CONCRETESIDEWALKS

1

1

1

CONTRACTOR TO FIND EXISTINGIRRIGATION LINE. ADAPT AND REUSESOURCE LATERAL FOR NEW DRIP ZONEWITH A NEW CONTROL VALVE

A. CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE. FINALLOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH THEOWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.

B. LATERAL LINES MAY BE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUALLOCATION TO BE WITHIN PLANTER.

C. P.O.C. AND EQUIPMENT LAYOUT INCLUDING, BUT NOT LIMITED TO, IRRIGATION WATERMETER, BOOSTER PUMP, ELECTRICAL STUB-OUT, FILTER, MASTER VALVE, FLOWSENSOR IS DIAGRAMMATIC DUE TO THE SCALE OF THE DRAWING. LOCATIONS MAY BESHOWN WITHIN PAVING AND/OR ORIENTED IN A CERTAIN DIRECTION FOR CLARITYONLY. PLAN DOES NOT ACCOUNT FOR EQUIPMENT BY OTHERS WITHIN VICINITY OFP.O.C. CONTRACTOR SHALL VERIFY SPECIFIC LAYOUT ORIENTATION AND ACTUALEQUIPMENT LOCATIONS WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOINSTALLATION OF EQUIPMENT.

D. CONTRACTOR IS TO CONFIRM PSI PRIOR TO INSTALLATION OF IRRIGATION SYSTEM.IFTHERE ANY INCONSISTENCIES IN PSI FROM THE DRAWINGS THE CONTRACTOR SHALLNOTIFY THE LANDSCAPE ARCHITECT.

E. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SYMBOL SIZES ARE SHOWN IS FORDESIGN CLARITY ONLY. CONTRACTOR SHALL MEASURE ALL DISTANCES AND SPACINGFROM CENTER OF SYMBOLS ON THE PLAN AND TRANSFER THOSE DISTANCES TO THEFIELD USING A PROPER MEASURING DEVICE SUCH AS A MEASURE TAPE OR WHEEL.

F. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING ORRELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO ANDMADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIEDOUT BY THE CONTRACTOR.

G. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, PROPERTY LINES, DIMENSIONSAND THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICESBEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES ANDSERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIESBETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THEOWNER'S REPRESENTATIVE. CONTRACTOR SHALL THOROUGHLY FAMILIARIZEHIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK.

H. VERIFY THE ACTUAL LOCATION AND SIZE OF WATER METER AND WATER PRESSURE INTHE FIELD PRIOR TO STARTING WORK. IF ANY OF THE P.O.C INFORMATION SHOWN ONTHESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL P.O.C. INFORMATIONGATHERED IN THE FIELD, IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT. SHOULD THECONTRACTOR FAIL TO VERIFY THE P.O.C. INFORMATION AND NOTIFY THE ABOVE, ANYCHANGES REQUIRED BY LOW OR HIGH PRESSURE OR VOLUME SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.

POINT OF CONNECTION NOTES:

A. ALL PLANTED AREAS TO BE IRRIGATED. WITH A PERMANENT AUTOMATIC IRRIGATIONSYSTEM.

B. PLAN IS DIAGRAMMATIC. STAKE ALL VALVE BOX LOCATIONS FOR APPROVAL. SETVALVE BOXES SQUARE TO ADJACENT BUILDING, CURB, OR PAVING.

C. ALL PIPE UNDER BUILDINGS, ROADS, WALKS, PARKING AREAS OR OTHER PAVEDSURFACES SHALL BE SLEEVED, WHETHER SHOWN OR NOT. SLEEVES SHALL MINIMUM4" DIAMETER, OR AS INDICATED. SLEEVING MAY BE INCLUDED FOR FUTURE WORK.

D. ALL PIPE OR EQUIPMENT SHOWN IN PAVING ADJACENT AND PARALLEL TO PLANTEDAREAS IS INTENDED TO BE PLACED IN THAT AREA WHERE POSSIBLE. ALL MATERIALTO BE INSTALLED ON OWNERS PROPERTY.

E. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURECOMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY.

F. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION.G. COORDINATE WITH MECHANICAL TO PROVIDE 1" PLASTIC BALL VALVES AT POINTS OF

CONNECTION BALL VALVES SHALL BE INSTALLED AT MINIMUM 12" DEPTH.H. LATERAL LINE SHALL HAVE 12" OF COVER, AND MAIN LINES 18". 24" MAXIMUM COVER.I. REFER TO PLANTING AND LAYOUT PLANS FOR EXACT LAYOUT. INTENT IS THAT ALL

NEW PLANTINGS RECEIVE ADEQUATE WATER.J. VERIFY STATIC PRESSURE AT POC AT COMMENCEMENT OF CONTRACT. SUBMIT

WRITTEN REPORT TO LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK.PRESSURE AT WATER METER IS EXPECTED TO BE APPROXIMATELY 57 TO 71 PSI PERCITY OF PORTLAND WATER BUREAU.

K. BACKFLOW INSTALLATION SHALL CONFORM TO PORTLAND WATER BUREAUBACKFLOW ASSEMBLY INSTALLATION REQUIREMENTS.

L. PROTECT AND PRESERVE SLAB MEMBRANE ON ROOF AND/OR IN PLANTERS.M. SEE DETAILS SHEET.

GENERAL IRRIGATION NOTES:

PIPE SIZE CHART

PIPE SIZE

3/4" 0 - 7

GPM

1"1 1/4"1 1/2"2"2 1/2"

7-1212- 2222 - 3232 - 5252 - up

WATER VELOCITY LESS THAN 5 FEET PER SECONDZONES OF 7 GPM OR LESS SHALL USE 3/4" PIPE. NO 1/2" PVC PIPE SHALL BE PERMITTED.

CORVALLIS, OREGON 97330

BENTON COUNTY

HEALTH CLINIC

SHEET

DRAWN

REVISIONS

JOB NO.

DATE

2016.0030

JAN 29, 2018

In the event conflicts are discovered between the

original signed and sealed documents prepared by

the Architects and/or their Consultants, and any

copy of the documents transmitted by mail, fax,

electronically or otherwise, the original signed and

sealed documents shall govern.

530 NW 27TH STREET

1204 SE Water Ave

Portland, Oregon 97214

t. 503.232.0520

www.shapirodidway.com

L401

SCH 80 PVC UNION, TYPICAL

VAULT FLUSH W/ FINISH GRADE

CARSON JUMBO VALVE BOX

SCH 80 PVC NIPPLE, TYP.

SCH 40 PVC TEE

1.

NOTES:

SCH 40 MAIN LINE

18" MIN.

24" MIN.

RED & WHITE BRASS GATE VALVE,

AUTOMATIC CONTROL VALVE

VALVE. USE CARSON EXTENSIONS

VAULT TO EXTEND MIN. 6" BELOW

LENGTH AS REQUIRED

SCH 40 LATERAL LINE

SCH 80 PVC ST BUSHING

SCH 80 PVC

2.

ST BUSHING

ALL PIPE WITHIN VAULT TO BE SCH 80 PVC

DO NOT ALLOW VAULT TO REST ON PIPE.

NIPPLES, SAME SIZE AS CONTROL VALVE.

ALL BOLT COVERS TO BE LOCKING3.

TYPE, BOLT INSTALLED.

6"

4" CLEAR

SAME SIZE AS CONTROL VALVE

AS NECESSARY.

PROVIDE MIN. 6" DRAIN ROCK IN4.

VAULT.

REMOTE CONTROL VALVENTS

23284-08

GENERIC IRRIGATION CONTROLLERNTS

60"

IRRIGATION CONTROLLERSEE IRRIGATION SCHEDULE

CONTROL WIRE IN ELECTRICALCONDUIT SIZE AND TYPE PERLOCAL CODE.OR PROVIDE 120V GFC OUTLET

CONTROLLER POWER SOURCE BYELECTRICAL

ELECTRICAL SPECIFICATIONS

TRANSFORMER INPUT: 120 VACTRANSFORMER OUTPUT: 24 VAC - 1ASTATION OUTPUT(24 VAC): 0.56 AP/MV OUTPUT(24 VAC): 0.28 A

3' CLEAR

GROUND

3284-221

STANDARD POP-UP BODYNTS

FLUSH W/ FINISH GRADE

12" MIN.

USE BOTTOM INLET ONLY

LATERAL, TYP.

SCH 40 PVC FITTINGS, TYP.

NOZZLE & BODY PER SPECIFICATIONS

SIZE AS INDICATED ON PLAN

SPRAY OR BUBBLER NOZZLE

HUNTER PROFLEX TUBING8" MIN., 30" MAX. LENGTH

SCH 40 PVC STREET ELL ANDSWING PIPE 90

SCH 40 PVC STREET ELL ANDSWING PIPE 90

USE TEFLON TAPE AT ALLTREADED FITTINGS

3284-025

LEGEND

1. RECTANGULAR SPECIFICATION

GRADE VALVE BOX, TYP.

2. ALL LIDS TO BE BLACK IN COLOR

3. QUICK COUPLER VALVE BOX, TYP.

12"

12"

12" TYP. 12"

12"

PLAN VIEW

NOTES:

A. ONE VALVE PER VALVE BOX

B. CENTER VALVE BOX OVER REMOTE

CONTROL VALVE TO FACILITATE

SERVICING VALVE.

C. SET RCV AND VALVE BOX ASSEMBLY IN

GROUND-COVER/SHRUB AREA WHERE

POSSIBLE.

D. SET BOXES PARALLEL TO EACH OTHER

AND PERPENDICULAR TO EDGE.

E. AVOID HEAVILY COMPACTING SOIL

AROUND VALVE BOXES TO PREVENT

COLLAPSE AND DEFORMATION OF

VALVE BOXES.

F. ALL BOXES AND LIDS ARE TO BE BLACK IN

COLOR

PARALLEL

3

1

VALVE BOX LOCATIONNTS

2

3284-054PIPE SLEEVING

NTS

ALL BACKFILL SHALL BE CRUSHED ROCK ORAPPROVED NATIVE MATERIAL COMPACTEDTO STANDARD FOR USE UNDER ROAD WAYS

PVC SLEEVE WITH MAIN/ LATERAL LINESAND CONTROLLER WIRES

NOTES:1. ALL SLEEVES TO BE CLASS 200 PVC2. SLEEVES REQUIRED UNDER ALL

PAVED AREAS3. SLEEVE TO EXTEND 12" BEYOND

EDGE OF PAVING ON BOTH SIDES.

18" M

IN. C

OVER

24" M

AX1"

PAVEMENT OR PAVEMENT PATCH SAWCUT EXIST. PAVEMENT (TYP.)

3284-077

DOUBLE CHECK VALVE

FLUSH WITH FINISH GRADE

BRASS UNION, TYP.

BALL VALVE

SCH 80 PVC NIPPLE, TYP.

QUICK COUPLER PER LEGEND

SCH 80 PVC NIPPLE, 2" LENGTH, TYP.

MAINLINE TO MASTER VALVE

PVC ST ELBOW

SCH 80 PVC TEE W/ PLUG, TYP.

18" MIN.

WASHED PEA GRAVELDRAIN ROCK, 4" DEPTH

THROUGHOUT

AND OR CONTROL VALVES

TWO (2) CARSON MODEL 1730-15 34"X 21" X 15" HT VAULTS WITH 'T' TYPELIDS. BOLT VAULTS TOGETHER,INSTALL LID IN BOTTOM VAULT.

PROVIDE AND INSTALL BRASS PLUG IN ALLTEST COCKS AND VALVES OPEN TO THEATMOSPHERE

NOTES:1. DO NOT ALLOW VAULT TO REST ON PIPE.2. ALL FITTINGS T0 BE SAME SIZE AS BACKFLOW PREVENTER.3. ALL SCHEDULE 80 PVC PIPE AND FITTINGS FROM POC TO MASTER VALVE.4. CONFORM TO CITY STANDARD DETAILS.5. PROVIDE AND INSTALL WATERPROOF PLUGS IN THE TEST COCKS PER CODE.6. TEST COCKS SHALL HAVE SUFFICIENT CLEARANCE FOR TESTING.

FLOWFROM

METER

BACKFLOW PREVENTOR ASSEMBLYNTS 3284-26

6

DRIP VALVENTS

18-24" COILED WIREWATERPROOF CONNECTORS (2)

JUMBO VALVE BOX

DRIP ZONE KIT MODELPCZ-101-XX WITH FILTER (TIP 45DEGREES) 25 PSI REGULATOR

SCH 80 T.O.E. NIPPLE(2)

MAIN LINE PIPE & FITTINGSBRICK SUPPORTS (4)

3/4" MINUS WASHED GRAVEL

FINISH GRADE

PVC UNION, TYP.

R

83284-14

DRIP TUBE SECTIONNTS

TOPSOIL

WIRE STAPLE MINIMUM 24" ON CENTER.DO NOT DAMAGE SLAB MEMBRANE

NOTES:1. NO DRIPPERLINE SHALL BE VISIBLE ON THESURFACE

2"

TUBING 2" BELOW TOP OF TOPSOIL AND 2"MULCH - TOTAL 4" COVER

MULCH

4"

93284-13