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PRQI-t:.SSIONAL REPRESENTATIVES
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MAP and TAX LOT NUMBER
LANDSCAPE ARCHITECT I
LAND USE PLANNER
SCHIRMER+ ASSOCIATES, lLC
375 West 4th
SUITE 201
EUGENE, OR 97401
PHONE: 541.686.4540
MAP # : 17 -O3~22-O0 TAX
lOT # : 2219
CML ENGINEER
BALZHISER & HUBBARD ENGINEER
100 West 13TH AVENUE
EUGENE, OR 97401
PHONE: 541.686.8478
SITE INFORMATION
TAX LOT # 2219
PARENT ZONE:. CC (COMMUNITY COMMERCIAL)
USE CODE & DESCRIPTION: R - RETAil PROPERTY
SIZE: 4.21 ACRES OR 183,388 SF
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TABULA liON OF COVERAGE
SHEET INDEX
(WITHIN PROJECT LIMIT LINES ONLY)
l1.0
L2.0
l3.0
l4.0
l5.0
C1.1
C1.2
C1.3
Ai 00.1
A101.1
A 201
L6.0
l7.0
L8.0
L9.0
l10.0
EXIStiNG LANDSCAPE
PROPOSED LANDSCAPE
NET GAIN
24,682 SF
34,685 SF
10,003 SF or 40%
COVER SHEET
SITE ASSESSMENT OF EXISTING CONDITIONS
SITE ASSESSMENT OF EXISTING CONDITIONS
SITE PLAN
SITE PLAN
SITE GRADING, PAVING and UTILITIES PLAN
SITE GRADING, PAVING and UTILITIES PLAN
SITE CIVIL DETAILS
SITE.PLAN (Preliminary Review)
CONSTRUCTION PLAN : OVERAll PLAN
E>\Il:tdORElEVATlONS
PLANTING PLAN
PLANTING. PLAN
PLANTING PLAN
PLANTING PLAN
IRRIGATION SPECJRCATIONS
PARKING
STANDARD
COMPACT
ADA
RV
TOTAl PARKING
426 SPACES
218 SPACES
19 SPACES
8 SPACES
671 SPACES
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FlOODWA Y EASEMENT
2-21-1962 /160269 AND /160270
AND 5-21-1962 fP0248
r 14' STORM SEWER EASEMENT .. J -. · GATE . I r;-gfW: ItU.T
3-8-1990 1J90 11195 GATE--...... . . .. . ~GATES'#IA1E. MEr '\ JJ . oC
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" _ "" 1f ~'" 80' UTIUlY E ENT 8'" -: ~.- -"- "K :;(>.' ~'" - - - -
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/ ,c . /----. I --- ~ '-=-:lt12'WAlERUNEEASEMENf Q "V' < <-"'-~, /. /,' " -. ~ ,<,'~ V, '~. ~-18-1996~
lt10'UTIlIlYEASEMENT~ ~,~ _/ ______ t:- <.-. ~(ci ?-?~-1990JlOR9R6 -........-. . . ~ ~ ~ ' ./ ~~:~~~8~ENT~.~ ,.f?~"./ ~'~ /'
10-30-1996 fP3241 ______ ____ / ~ i!-' ~ , ~ ~ "" /' 8.. /-~')-.1: ~~. ~ /' ;'5t..~ . ~ ;/ -
& 6-18-1996 fI40795 ______ ~/ ".. ~. ~,,~ :.?..~ ~, ' ;....~::I../ ~ '. // ././ ~h. '~ . ..:-
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------ ~ ,/ -4 :..,r. ~); e~~ ,~~ STRM /./' ~ <~;~.............,.;" In
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______ ______ .' ~ ~7.' ~ ~ . ~ \ "" ~ ^ 1~:~ ~ {It 0 ~ 0 "~',~, ·
~ fr J'~ ' ~ 24"W IE= 434.28 ; < 6'
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<",. ~ ---- 2-23-1990108986 )y .// /',1 ~
/' '. / . \..FR. -437.61
//1 /. '"" (CARPET SURFAcE)
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I ACCESS RRESlRlCTIONS AS PER DEED RECORDED JUNE 28, 1957 RECEPTION NO. 16055
I AND DEED RECORDED MAY 5, 1958 RECEPTION NO. 38851 lANE COU~TY, OREGON DEED RECORDS.
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NS.42'59-E 2647.83
FlOODWAY EASEMENT
2-21-1962 160269 AND fl60270
AND 5-21-1962 fP0248
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3-8-1990190 11195 at," r,- S'#IME tt.Er
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A$BLEY'~ FURNITURE
(FU1URE cASEI.AS)
STRM AD'
RIM ELEV= 436.30 (APPROX)
INACCESSIBLE
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STRM MH
SuMP puMP
RIM ELEV= 436.99
6"W IE= 433.79
- -437.# 4"( IE= 432.39
BOTTOM OF SUMP= 431.89
.3TRM DCCB
RIM ELEV= 433.46
(LOCKED COVER)
WATER LEVEL= 432.46 .
SUMP= 429.71
2X4.0' DOOR
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FR. -437.<48
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3.0' DOOR
3.0' DOOR-
ELEe DUCT-
GATEWAY MALL
PROJECT AREA
SITE INFORMATION
FLOODPLAIN INFORMATION:
SITE IS LOCATED OUTSIDE OF THE 500-YEAR FLOODPLAIN
AND FLOODWAY BOUNDARIES.
SOIL INFORMATION:
SOIL TYPE - SALEM GRAVELLY SILT LOAM
DEPTH TO WATER TABLE - MORE THEN 80 INCHES '
FREQUENCY OF FLOODING - NONE ,
FREQUENCY OFPONDING - NONE
AWATER QUALITY LIMITED WATERCOURSE IS
LOCATED ADJACENT TO THE SITE ON THE WEST
BOUNDARY. THE WATER QUAliTY LIMITED
WATERCOURSE IS NOT AFFECTED BY THE
PROPOSED SITE DEVELOPMENT.
THE TIME OF TRAVEL ZONES DELINEATED ON THE
WELLHEAD PROTECTION AREAS MAP INDICATE A
1G-YEAR TIME OF TRAVEL AND A 20-YEAR TIME OF
TRAVEL WITHIN THE PROJECT AREA.
VICINTY MAP
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Date Received:
AUG 1 6 2010
Original Submittal.
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'r EASEMENT(S), VARIABLE WIDTH FOR
BICYClEjPEDESlRlAN FACIUTY
_ MAINTENANCE
1-26-2006 82006-006022
lANE COUNTY CIRCUIT .COURT
CASE NO. 16 06 00521
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10-30-1996 113241 '
&: 6-18-1996 #40795
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dINEMARK
STRM MH
RIM ElEV= 437.30
6"E IE= 430.80
6"N IE= 430.80
6"S ,IE= 430.80
12!'W IE= 430.66
SUMP= 430.20
2X3.0' DOOR
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SURVEY CONTROl POI~T - CURB AND GO 1,tJ( 1><1 WATER VALVE 1m SII'\t.t.' UGHT BOX
FOU~D M~uMENT EXlRUDED CURB 181 WATER Mt.ltd ~ UGHT POlE
PROPERTY U~E PAI~T STRIPE 1m IRRlGAll~ VALVE iii ELEClRIC RISER
EASEMENT U~E G 0 0 CYCl~ ~CE IE WATER VAULT IZl ELEClRIC VAULT c::J
6t CONTOUR l~lERVAl "it W. 'II U~DERGROUND WAlER U~E .0- RRE HYD~T m 1El..EPH~E RISER
1. CONTOUR I~TERVAL U~DERGROU~D ~IUI(MWA1ER U~ me ARE DEPARlMENT CON~ECll~ [!] lELEPH~E VAULT
so '."D' so. ...
SPOT B.EVAll~ \Wi WW 1rtI U~DERGROUND WASTEWATER U~E iii AREA DRA1~' (SQUARE) IZJ U~~O~ RISER ~~
BUILDI~G '" ' n- ) U~DERGROUND GAS U~E e AREA DRAJ~ (ROU~D) DZJ U~~O~ ,VAULT
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EXlS11~G CONCRElE --E---E---E U~DERGROUND B.EClRIC ~ DOUBLE CHAMBER CATCH' BASI~ ' ADA PARKI~G ~
EDGE OF PAVEMENT -lS lS lS U~DERGROU~D TRAmC SI~AL LINE . DECK DRAI~ <3 SHRUB ~
QtL CH. QtL OVERHEAD U~E a ROOF DRAI~ 0 ARBORVITAE
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....-- ~ 14' SANITARY SEWER AND
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~ It to' UflUlY EASEMENT
10-30-1996 #73241
&: 6-18-1996 #40795
STRM MH
RIM ELEV= 434.99
42"E IE= 428.81
, 42"SW IE= 428.81
STRM MH OFFSET
RIM ElEV= 434.90
24"-36" ENE= 428.70
24"-36" SW= 428.70
EASEMENT(S) VARIABLE WIDTH FOR
BICYCLE/PEDESTRIAt4 FAClUTY
MAINTENANCE
1-26-2006 fl2006-006022
LANE COUNTY CIRCUIT COURT
CASE NO. 16 06 00521
AlEO 1-13-2006
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<l6' UllUTY EASEMENT ~ I
to-30-t%918215t ~
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PLANn~G ~D TO BE REMOVED
NO\f!;8:.
1. ELEVAll~S SHO~ H~~ ARE BASED ~ LccU1130. ALUMI~UM CAP LOCAlEDl" lHE
PARK1~G LOT ON lHEWf,ST SIDE OF 1HE GATEWAY MALL. TOWARDS lHE SOUlHEND. ,lHE
STAllON IS LOCAlED IN A PAl~lED I~D OF lHE PARKI~G LOT BEl'\&N lHE2ND ~D 3RD
~TERI~DS ~ORlH OF lHE poWER U~E ~ETAL TOWER FOU~D AT THE sW COR~ER OF
lHE PARKI~G LOT. ELEVATIoN = 432.55~AVD 88).
2. HORIZONTAL AUGNM~T BASED ON OREGON STATE PLANE SOUlH ZONE COORDINATES. ~AD
1983)
3. lHE BOU"DARY SHO~ HEREON HAS L')~ coMPILED FRoM BOU~DARY ~D ALTA SURVEYS
tl'(tj-'ARED BY SWANsON ~D SUR'IFtI~G 1~2006 ~D MAY CONTA1~ U~RESOLVED
DISCREPANCIES. SURVEYS HAVE ~~ ROTAlED TO lHE OREGON STATE PLANE SOU1H
COORDI"ATE S1~n:M. lHlS DOES ~OT C(j.JSll1UlE A BOU~DARY SURVEY ~D SHOULD ~OT BE'
USED I~ UEU OF. A BOUNDARY SURVEY.
4. UTlUl1ES SHO~ HEREON HAVE BEEN coMPILED FRoM REID LOCAllONS OF VISIBLE .
CoMp~~TS, Ul1UTY COMPANY MARKI"GS AND DRAWI~GS. ~D OlHER RECORD SOURCES AND
MAY BE INcoMPlETE AND/OR CONTAI~ ERRONEOUS OR, OBSOLElE I~FORMAllON.
CoMPREH~SlVE REID LOCA 1ES \'1t,Kt. ~OT PROVIDED FOR lHlS PROJECT. '
5. PREPARAllON OF lHlS SURVEY '"ClUDED DATA COlLEcTiON FRoM ~~l1ONALTOPOGRAPHIC
SURVEY MElHODS PROVIDED BY BALZHISER & HUBBARD. A LElCA 1203 IVIAL STAlloN AND
LElCA VIVA CS16 DATA COlLECTOR WERE USED TO PtJU"ORM lHlS SURVEY.
6. UMllED SPOT ELEVAllONS ARE SHO~ DUE TO GRAPHIC SCALE. Rt.ttJ( TO ELECTRONIC DIGITAL
1t.Kr(AI~ MODEl FOR FULL 3-DI~ENSloNAL ELEVATIoN I~FORMAllON CONTAI~ED I~ lHE ACAD
DRA~NG RLE.
7. lHE B.EClR~IC DRAWI~G HAS BEEN rl\t.t'ARED WllH USER COORDI~AlE S'i~IJ,4 (ues)
'.'ROTAlED 83.Y FRoM lHE WORLD COORDI~ATE, sYStEM (wcs).
8. SEE SHEET S2 FOR SURVEY LE~D~
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L I U STATION MAP
Ci)NTS
LEGEND
1 BUS 12 3 .
2 BUS 12 4
BUS 12
5 BUS 12
BUS 12
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EXISTING 6' TALL CHAINLlNK FENCE
stME;:~ . ~-~_
RV PARKING SPACE
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TABULATION OF COVERAGE
(WITHIN PROJECT LIMIT LINES ONLY)
EXlSnNG LANDSCAPE
PROPOSED LANDSCAPE
NET GAIN
PARKING
STANDARD
COMPACT
ADA
RV
TOTAl PARKING
~
24,682 SF
34,685 SF
10,003 SF or 40%
426 SPACES
218 SPACES
19 SPACES
8 SPACES
671 SPACES
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.BilBY ' "
'L .,...y- "" 'L.Y
aSl ACE:
,I~ SP.CES
IF ON-SITE LIGHTING IS P~OPOSED THEN THE LIGHTING SHALL
BE THE MINIMUM ILLUMINATION NECESSARY FOR A GIVEN
APPLICATION INCLUDING PARKING AREAS. ALL EXTERIOR
LIGHT FIXTURES SHALL BE SHIELDED OR RECESSED SO THAT
DIRECT'GLARE AND REFLECTION ARE CONTAINED WITHIN THE I
BOUNDARIES OF tHE PROPERTY, AND DIREv I t:D DOWNWARD
AND AWAY FROM ABUTTING PROPERTIES; PUBLIC
RIGHTS..QF-WAY; AND RIPARiA'N, WETLANDS AND OTHER
""PROTECTED AREAS.
THE HEIGHT OF A FREE STANDING EXTERIOR LIGHT FIXTURE
SHALL NOT EXCEED 25 FEET OR THE HEIGHT OF THE PRINCIPAL
. PERMITTED STRUCTURE.
AT THE TIME OF BUILDING PERMITS, DEVELOPMENT SHALL
COMPLY WITH SC 4.5-100 ON-SITE LIGHTING STANDARDS.
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EXACT LOCATION TO BE (ij
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LEGEND
MAP # : 17-03-22-00 TAX
LOT#:'2219
SITE INFORMATION
o
EXISTING TREE TO REMAIN
TAX LOT # 2219
PARENT ZONE: CC (COMMUNITY COMMERCIAL)
USE CODE & DESCRIPTION: R - RETAIL PROPERTY
SIZE: 4.21 ACRES OR 183,388 SF
IRRIGATION SYSTEM
IRRIGATION SYSTEM TO BE INSTAllED IN All LAWN AND PLANT BED
AREAS. IRRIGATION SYSTEM TO BE AUTOMATIC ELECTRIC SOLENOID
CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND
FITTINGS, BACKFlOW PREVENTION DEVICE, AUTOMATIC CONTROLLER
(IRRITROl, RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL
VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY
SPRINKLERS (RAINBIRD 1800 SAM~PRS SERIES OR APPROVED). ALL
VALVES TO BE lOCATED IN UNDERGROUND VALVE BOX (CARSON OR
APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN WEATHER
PROOF lOCATION.
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SHEt:INOTES
1. ELEVATIONS SHOWN HEREON ARE BASED ON LCCM 1130. ALUMINUM CAP LOCA I t.U IN THE PARKING
LOT ON THE WEST SIDE OF THE GA TEWA Y MALL, TOWARDS THE SOUTH END. THE STATION IS
LOCATED IN A PAIN .t.U ISLAND OF THE PARKING LOT BETWEEN THE 2ND AND 3RD PLANTER
ISLANDS NORTH OF THE POWER LINE METAL TOWER FOUND AT THE SW CORNER OF THE PARKING
LOT. ELEVATION = 432.55 (NAVD 88).
2. EXISTING DRAINAGE PA Ilt.RNS SHALL BE MAINTAINED WITHIN MALL PARKING, LOT AS INDICATED BY
SPOT ELEVATIONS AND DRAINAGE FLOW ARROWS. GRADES HAVE BEEN CHECKED AT ALL CURB
AND PVMT MODIACATlONS TO ENSURE EX DRAINAGE PA'IIt.RNS CAN BE MAINTAINED. WHERE
TC IME IS NO. t.U WHERE NO EXISTING CURB. THIS MEANS TO MATCH EX TP ElEVATIONS.
3. NOT U~t.u.
4. Rt.~t.t'< TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR SITE LAYOUT. IRRIGATION. AND
LANDSCAPING.
5. ALL HATCHED AREAS SHOWN WITHIN SAWCUT LINES TO BE AC PVMT, UNLESS OTHERWISE NOII:.U.
CIVIL LEGEND
SYMBOL
ABBR.
C/G
--------- ---------
--------- ---------
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REVERSE
NOTES
1. EXP ANSI ON JOINTS IN NON-EXTRUDED CURB IGU I I t.t<. CONTRACTION JOINTS IN
EXTRUDED CURB IGU II tK.
2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON-EXTRUDED CURB AND
GU II t.R. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS.
C~R3 A\JD GL
0)
E=t
NO SCALE
DESCRIPTION
ABBR.
NEW FULL-DEPTH CURB or
CURB IGU'I 'I t.K
AC
APPROX
BLOG
CONC
ELEV
EX
HMAC
ME
PCC
PWT
RAD
SID
TC
TP
TYP
EX CURB or CURB/GU I ItK
TO REMAIN
EX CURB or CURB IGU II t.t<
TO BE REMOVED
GRADING RIDGE LINE
P A YEMENT REMOVAL SA WCUT LINE
DRAINAGE FLOW DIRECTION
1-5
fUTIJRE CA:~'S /-~~,~~
GATEWAY MALL I ~'" ~
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I I
: ~;- r :
UMPQUA APPROX LIMITS OF
BANK "c:; SITE IMPROVEMENTS
GA TEWA Y STREET
VICINITY MAP
NO SCALE
DESCRIPTION
ASPHALT CON RETE
APPROXIMATE
BUILDING
PCC CON CRt. I t.
ELEVATION
EXISTING
HOT MIX ASPHALT CON CRt. I t.
MATCH EXISTING TC or TP GRADE
PORTLAND CEMENT CONCRt.li
PAVEMENT
RADIUS
STANDARD
TOP CURB ElEVATION
TOP PAVEMENT ELEVATION
TYPICAL
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SYMBOL
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DESCRIPTION
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SYMBOL
DESCRIPTION
SYMBOL
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EXTRUDED CURB
PAINT STRIPE
fg]
1><1
WATER VALVE
WATER METER
IRRIGATION VALVE
WATER VAULT
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
AREA DRAIN (SQUARE)
AREA DRAIN (ROUND)
CATCH BASIN
DOUBLE CHAMBER CATCH BASIN
DECK DRAIN
ROOF DRAIN
STORMWA TER MANHOLE
CLEANOUT
WASTEWATER MANHOLE
SIGN
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METAL POST
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~
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UNDERGROUND WASTEWATER LINE
UNDERGROUND GAS LINE
UNDERGROUND COMM LINE
UNDERGROUND ELECTRIC
UNDERGROUND lRAFFIC SIGNAL LINE
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MECHANICAL
.
ELECTRICAL
.
CIVIL
.
TRANSPORTATION
.
SURVEYORS
100 WEST 13TH AVENUE
EUGENE, OR 97401
P: 541-686-8478
F: S41~34S-5303
DESCRIPTION
STREET LIGHT BOX
LIGHT POLE
ELECTRIC RISER
ELECTRIC VAULT
TELEPHONE RISER
TELEPHONE VAULT
UNKNOWN RISER
UNKNOWN VAULT
ADA PARKING
SHRUB
ARBORVITAE
CONIFEROUS I Ktt
BROADLEAF TREE
Date Received: '1
AUG 1 5
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NO~ CURB
1. EXPANSION JOINTS IN NO
CURB. N-EXlRUDED CURB. CONTRAC110N JOINTS IN EX
2. EXPANSION JOINTS SHALL BE PLAC TRUDED
GU IltK. CONTRAC110N JOINTS SH: ~~J'H l~;DIN NON-EXTRUDED CURB AND
EWALK CONTRACTION JOINTS.
CD F _LL DEP-H C~O~C~E
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, ",EX CLEANOUT,' '. \ \ \l'~:SC~."" - ~dJl&'~\
",'" ~~MyAI!'l_.... ~ TRASH COMPACTOR To BE RE'MovEo C& .
4l 5.38 N> ".x.; ...~ ---. ~t~A~O~DRESS PROVISION OF REPLA~E
17')"1 ~ )<5<~~~ v.x43~6 99 ts: - :~ -3 436~""';;'-8-1~~~ _~]tJARA~ PROJ;.CT.
~" ~~ ~"X~.. ~ ~. ----.--~
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1P ~.O' DOOR FFE= 4. EX TRANSFORMER TO BE
W
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10
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PLAN SCALE
~.__",.__~O'
SCALE: 1"= 30'
CINEMARK
SHEET NOTES
1. ELEVATIONS SHOWN H
THE PARKING EREON ARE BASED ON LCCM
END. THE STkOT ON THE WEST SlOE OF THE GA 1130, ALUMINUM CAP LOCA lED IN
THE 2ND AND :R~ ~~~~~~~D A PAINTED IS~tYO~~ ~~~~:S THE SOUTH
FOUND AT THE SW CORNER OF S NORTH OF THE POWER LINE METAL LOT BETWEEN
THE PARKING LOT ELE TOWER
2. EXISl1NG DRAIN · VA110N = 432.55 (NAVD 88)
INDICA I to BY AGE PAil tRNS SHALL BE MAINT AI ·
CHECKED AT AirO~~A110NS AND DRAINAGE ~L~W ~~IN MALL PARKING LOT AS
PAlltKNS CAN BE MA~N~~~ioVMT MODIFlCA110NS TO EN:8:'EX ~~f~~~AVE BEEN
THIS MEANS TO MATCH EX TP 'E~TioJ~~E IS NOTED WHERE NO EXISl1~G CURB,
KI:.t't:.K TO C1.1 FOR CIVIL AND SURVEY LEGENDS.
4. Kt....I:.K TO LANDSCAPE ARC
LANDSCAPING. HITECTURAL DRAWINGS FOR SITE LA YOU! IRRI
. GA TlON. AND
ALL HATCHED AREAS SHO
OTHERWISE NOTED WN WITHIN SA WCUT LINES TO BE AC PVMT
. . UNLESS
3.
STRM MH
R!~ ELEV= 437.30
6 E IE= 430.80
6::N IE= 430.80
6 S IE= 430.80
12"W IE= 430.66
SUMP= 430.20
APPLY TACK COAT TO EDGE OF
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(3).CRIMSON SPOT ROCKROSE
. (6) HAMELNFOUNTAIN GRASS
.~- \ ,-(12) OUNT VERNON LAUREL
t (6) CRIMSON SPOT ROCKROSE
.(4) SHANTUNG MAPLE
PLANT LIST
Qly. Botanical Name
Common Name
I m:cS
13 Pcerrubrum 'Autumn BlaZe'
14 /Jeer rubrum 'Red Sunsef
62 /Jeer truncatum
12 Pyrus calleryana 'Chanticleer'
Autumn Blaze Red Maple
Red Sunset Maple
Shantung Maple
Chanticleer Pear
SHRUBS
8 Berberis buxifolia 'Nana'
7 Ceanothus concha
30 Choisya ternata
27 Choisya ternata xarizonica 'Aztec Pearl'
24 Cistus hybridus
83 Cistus ladanifer
31. Cistus purpureus
9 Deu12ia Gracillis
11 Fothergilla major 'Mount PJrj
60 lIex crenata 'Conwxa'
79 lIex crenata 'Helleri'
13 lIex crenata 'Hem'
23 Viburnum carlesii
136 Viburnum davidii
32 Viburnum tinus 'Spring Bouquet'
Dwarf Magellan Barberry
I Concha Ceanothus
I Mexican Orange
Mec Pearl ' Mexican Orange
\Nhite Rockrose
~Crimson Spot Rockrose
Orchid Rockrose
Slender Deu12ia
, Mount PJry Fothergilla
Conwx Leaf Holly
Heller Holly
Hem Holly
Korean Spice Viburnum
David Viburnum
Spring Bouquet Viburnum
,
PERENNIALS
. 46 Hemerocallis 'Stella d'Oro'
21 Iris sibirica 'Bennerup Blue'
49 LavandOla angustifolia 'Tuscan'
Stella d'Oro Daylily
Bennerup Blue Siberian Iris
Tuscan Lawnder
4 Perovskia atriplicifolia xabrotanoides 'Little Spire' Dwarf Russian Sage
GRASSES
10 Calamagrostis acutiflora 'Karl Foerster'
121 Carexbuchananii
20 Mscanthus sinensis 'Morning Light'
103 Pennisetum alopecuroides 'Hameln'
I
GROUNDCOVER
375 Prunus laurocerasus 'Mount Vernon'
Karl Foerster Feather Reed Grass
leather leaf Sedge
Morning Light Maiden Grass
Hameln Fountain Grass
Mount Vernon Laurel
(4) HAMElN UNTAIN GRASS
(2) SHANTUNG MAPLE
(10) MOUNT VERNON LAUREL
(5) CRIMSON SPOT ROCKROSE
(16) MOUNT VERNON LAUREL
(10) MOUNT VERNON LAUREL
- (4) CRIMSON SPOT ROCKROSE
(4) SHANTUNG MAPLE
(5) HAMELNFOUNTAlN GRASS
Size
2"cal.
2"cal.
2" cat
2"cal.
3 gal.
5 gal.
5 gal.
'5 "gal.
5 gal.
5 gal.
5 gal.
5 gal.
5 gal.
5 gal.
5 gal.
5 gal.
'5 gal.
5 gal.
5 gal.
'1 gal.
1 gal.
1 gal.
1 gal.
2 gal.
2 gal.
2 gal.
2 gal.
1 gal.
I Comments
Matched, evenly branched
Matched, ewnly branched
Matched, ewnly branched
Ewnly branched
No Substitutions.
Source: 541-746-7178
\
,
(3) HAMELN FOUNTAIN GRAS
(14) MOUNT VERNON LAUREL
(4) SHANTUNG MAPLE
(7) CRIMSON SPOT ROCKROSE
(5) SHANTUNG MAPLE
(21) MOUNT VERNON LAUREL
(10) HAMELN FOUNTAIN GRASS
(9) CRIMSON SPOT ROCKROSE
---
(3) SHANTUNG MAPLE
(7) MEXICAN ORANGE
____ (9) MOUNT VERNON LAUREL
(5) CRIMSON SPOT ROCKROSE
(18) MOUNT VERNON LAUREL
(3) SHANTUNG MAPLE \
(7) CRIMSON SPOT ROCKROSE
----
(22) MOUNT VERNON LAUREL
(4) SHANTUNG MAPLE .
(4) HAMElN FOUNTAIN GRASS
(5) CRIMSON SPOT ROCKROSE
\
..--.
(3) TUSCAN LAVENDER
(9) DAVID VIBURNUM -
(8) lEATHER lEAF SEDGE
(3) TUSCAN LAVENDER'
(4) SPRING BOUQUET VIBURNUM
(5) BENNERUP BLUE SIBERIAN IRIS -
~<-/.',---
(7) DAVID VIBURNUM
(5) TUSCAN LAVENDER
(4) SPRING BOUQUET VIBURNUM
(3) AUTUMN BlAZE RED MAPLE
(8) lEATHER lEAF SEDGE
LEGEND
PLANTING NOTES
PLANT cLAYOUT DETAIL
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1-;1
1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO
ACCOMMODATE THE IRRIGATION SYSTEM AS INSTAllED.
2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF
WORK PRIOR TO THE EXECUTION OF THE WORK,
3, VERIFY lOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO
EXECUTION OF WORK REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES
OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER
APPROVED BY THE GENERAL CONTRACTOR.
4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN
FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER
THAN 3" IN, DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE
ARCHITECT,
5. TREES AND SHRUBS, PLANTED TOO DEEPLY WILL NOT BE ACCEt' I t:D. SEE
TREE PLANTING DETAIL
EXISTING DECIDUOUS TREE TO REMAIN
EXISTING CONIFEROUS TREE TO REMAIN
PROPOSED TREES, SHRUBS, GRASSES'
AND PERENNIALS
IRRIGATION NOTE
Ii
IRRIGATION SYSTEM TO BE INSTALLED IN All LAWN & PLANT BED AREAS. IRRIGATION SY~ I t:M TO BE
AUTOMATIC ElE\J I KIC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYSTEM WITH PVC PIPE AND
FITTINGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROl, RAINBIRD OR APPROVED),
ELECTRIC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH POP-UP SPRAY
SPRINKLERS (RAINBIRD 1800 SAM-PRS SERIES OR APPROVED). ALL VALVES TO BE lOCATED IN
UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROllER TO BE lOCATED IN
WEATHER PROOF lOCATION.
, WHERE PARKING SPACE ABUTS
. ./ PLANTING ISLAND LEAVE 18"
// FROM FACE OF CU. RB TO EDGE
OF PLANTING.
, /
SCALE 1" = 10' - 0"
EXISTING.LANDSCAPE AREA TO REMAIN
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PROPOSED LAWN (SOD)
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CENTER ON TREE
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Date Received:
AUG 1 6 2010
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IRRIGATION
Section 02850 - Pagel
IRRIGATION
Section 02850 - Page 3
IRRIGATION.
'Section' 02850 - Page 5
12. A1ta'ctJ pipefan.d hbidfogefherfrli'five (5) secondsonmHl'pipe Will noi back out.
13. Wipe exCess cement,from outside Of joint.
14. Snake alllifles.to allow forconrraction.
3.m~ :-SLEEVE INSTALLATION
.A. InstaOed under,separale contract.
3.09 MANUAl DRAINS
A. Install at lowest points in main line, set plumb at ,locations Indicated on drawings.
B', Discharge'dlrectlyinto sumps of one cubic foot pea.gravel.
:C, Cover sump with 4-rnIl plastic 'Or asphaltic paper.
D. Connect to' main using a 211 nipple:. elbow:. and ,611 nipple parallel to pipe to allow for vertical
movement.
3,10 THRUST BLOCK. INSTALLATION
A, Install minimum 2 cubic feet.concrete thrustblock:s~tall corners; tees. and. stub outs, on pipe
over 2 inches In diameter,
3.11 VALVE-INSTALLATION
A. Install plumb and square.andacco,rdlng to manufacturer's recommendations,
B, Where possible. allow 'for 4" clearance between bottom,ofvalve.:~md valve,sump at Automatic
COntrol Valves, '
C, Clearly and permanently label each irrigation ,zone valvewlth the zone number that
corresponds to number in irrigation controller terminal.
$,12 VAlVE80X INSTALLATION
A. Install plumb and square,and flush with finish grade, Provide,as follows at all Automatic
Control Valves,
B, Adjacent Automatic Control Valves, may be..ganged together In same box providing all other
specified requirements can be achieved,
C. Provide minimum 1-2," deepgravel'sump below valve:box.
'0. Permanently label valve 'type and zone number(s) on Inside of valve box lid.
3,13 MANUAL DRAIN BOX INSTALlATION
A. Install plumb and square',andflush'wlth finish glCtde. Provlde',as follows at manual drain valve
8, Provide minimum 12~ deep gravel sump,below valve box.
S.14 DOUBLE CHECK VAl... VE BOXINST ALLA TION
A. Install plumb, square and top flush with finish grade. ,Provide as follows:,
1, Provide minimum 12" deep gravel sump. belowvalve'box.
2.. Minimum cleclrance from valve sides to box. Is :6" each side, 6" top and bottom,'3 "each
end,
3,15 VALVE-SUMP
A. Provide minimum one cubic .foot of specUled pea :gravel below each valve.
3,16 SPRINKLER AND RISER ASSEMBLY INSTALLATION
A. General: Install plumb. Install ,spray head 6" from adjacent buildings and retaining wall or
withln.311 of adjacent pavement. curbs, header boards or planting edge
8, Flush Mounted Sprinklers: Install flush with top of Loam or Mulch at locations shown on
Drawings.
C. Install head wrench-tight.
0, Installwhere.shown on drawings.
.SECTION 02860
IRRIGATION
F. VALVES '.'.....
1. Shut-Off Valves: '". " .,
Bronze construct/at1: Globe fype:,.125psi;..rated': ll1teadedtrorihecUons: with cross type
opera1ing handle designed to receive specified operating key.
Manufacturer: Nibco:or;:.lpproved.
Size according to GPMand PSI constraints at: pOint of valve location with velocity not 10
exceed 5 FPS.
2, Drain Valves:
122 M ~" brass manual globe drain valVe
:G. VAlVE BOXES and COVERS
1. Zone Valves: Ametek 12STO complete1 each.With locking lid.
2. Drain Valves: .Ametek 6,or 1 O~ Round .
3, Double Check- Valve: Carson Valve BOx.with.lookdown lid, Model 1730-18-3PL
4:, Vacuum Relief Valve: Ametek 6" Round
H. VAlVE BOX-KEY
Designed to worlfwith locking lid on specified vahte,box.
I. CONTROL WIRE
Provide according to manufacturefs.wire schedule, for valve speclflcations. 14 gauge
minimum. Type AVG-UF. bearing U.S. approval.
'J. WIRE CONNECTIONS
3M Brand, OBY. Direct BurY Splice Kit.
K. IRRIGATION CONTROLLER
pART 1 GENERAL
1,01 RELATED SECtiONS
A. Section ,02300 - LahdSbape Earthwork
B. Section:02900 - Planting
1.02 ALTERNATES
A, Refer to section 01030 Alternates fOr possible effect'onWotR o1thlS Se,ctlon.
'1.03 SYSTEM DESCRIPTION
Electric solenoid controlled underground, sprinkler system of PVC pipe, and fittings. with pop-up
heads. Work includes Instaliation of newshr:ub and lawn zones, ins1allation 'Of new controller and
bacldlow prevention device, Power supply will be provided under thisco.ntracf,
1,04 DESCRIPTION OF WORK
A. Provide all labor, materials and equipment required to complete the design :and Installation of
irrigation system as shown on Irrigation Plan.
B. Protect active pipes encountered; notify pipe owners.
C. Repair or replace iJtlIitylinesdatnaged by.WOtkofthis secti.on a1 Contractor's expense,
D. Protect persons and property against damage and discomfort caused, by dirt;, clean as
necessary and when directed.
E. Existing Plants'and Trees: Protect against damage,
F. O1herWork: Protec10ther WOrk. against damage, and discoloration caused by work, of this
,section,
,G. Acquimsll necessary permits,
1.05 SITE CONDITIONS
A, Verify ground dimenstonsand water pressure prior to ,construction,
B, Notify,General Contractor and Owners Representative of discrepancies before begin~ing
work.
C. Irrigation sleeves 10 be installed by orcoordinated by general contractor.
1.06 QUAl...ITY ASSURANCE
A, Contractor must be licensed under Oregon Revised Statutes and have at least two years
prior experience- on slmllar scope projects,
1,07 REVIEWS
A, Request thefollowlng reviews byOwner's.Representative72, hours in .advance.
1, Pressure Test and Installation Review
Upon completion of main line, with all valves installed, prior to backfilling, and at least
one hour after the highest attainable static pressure has been achieved,
Owners Representative will review all pipe: fittings, joints, thrust blocks: bedding, valves,
and other materials for Installation, and watertightness,
Repair all leaks: and/or defects as directed.
Afler pressure test acceptance, begin backfilling and/or assembly of zones and all 01her
system components
2. System Operation Review
After bacldilllng, completion of zones and assembly of all other system components;
adjust nozzlesl balance and test entire system under normal operating pressure.
Irritrol TC. Size per system size
L UTILITY LOCATOR TAPE
Approved metalllc..brand,
2,04 BACKFILL MATERIALS
A, PEA GRAVEL
Maximum size f': round water worn, free of organic matter or other deleterious material.
B. SAND
Coarse river sand, Graded in ,acooroance. with .ASTM C136 with 100% passing through a No.
4- sieve, 1tee;of 'organlc matter or other deleterious material.
C, LOAM
Imported. natural, fertile, friable sandy loam with. at least 10% humus; free of rock, clay
subsoil, clods, lumps, plants, roots, sticks, weeds, ,seeds and otherdeleterlous..materiaJ.
PART 3 EXECUTION.
3,01 GENERAL
A, Irrigation sleeves have been Installed under a separate . contract. See drawings for size.
quantity and. location,
3.02 EXISTING CONDITIONS
A. Verify.thatsurfaces':and structure to receive work specified herein are.accuratelyslzedand
located, sound. secure, true.:complete, and 01herwlse properly prepamd.
B. Prior to starting .work: notify General COntractor and Owner's Representative,ofdefems
requiring correction_ 00 not start work until conditions are acceptable,
3.03 PREPARATION
A. Review layout.requlrements'with other affected work,
IRRIGATION
Section 02850 - Page 2
IRRIGATION
Sa"tion 02850 - Page 4
IRRIGATION
Section 02850 - Page 6
Owners Representative will review assembly: installation: and operation of system to
determine. if water afforded all areas Is complete. adequate, 'and uniform,
Make adjustments ,to system as directed!
1,08 COORDINATION
A, Coordinate with other trades affecting-and affected by work ofthis Section.
1,09 ENVIRONMENTALCONOITIONS
A. Temperature of mating surfaces of plastic pipe and fittings to be between 40o'F and '1 00 o~F.
8'. Do no PVC Solvent Welding In rainy weather except under cover.
1,10 DELIVERY ,STORAGE AND HANDLING
A. Store packaged materials in manufacturer's original containers with legible.labels intact.
Protect against moisture,
B. Store plastic pipe.on firm: level support;protect.against direclsunlight.
C. Store plastic plpeHcerhent In'coollocatlon.
1.11 WARRANTY
A, Wau dilly all material fora minimum of'one .year after da1e .of su~an1ial completion, or
longer If manufacturer fumlsh~salongerguarantee.
8, Correct immediatel:~rany failure. caused bypoor material or work~nshipduring warranty'
period, "Immediately"shall mean from 24 to 72 hours. as determined by the. Owner's
Representative, and at no cost to Owner,
pART 2 - PRODUCTS_
2,01 GENERAL
A. Use only new materials;, of brands and types shown on Drawings or specltled herein,
B, Similar materials must be products of one manufacturer unless othelWise approved.
2,02 IRRIGATION MATERIAL
A. PIPE, FITTINGS'AND SLEEVES
1. PVC (Polyvinyl Chloride) Type 1, NSF approved as per ASTM-DL784. DL785. 0-22421
and Product Standard 21nO, 22..:70. All PVC pipe to.be,:eontinuouslymarked With the
manufacturer's narne, kind of pipe, material: IPS: class, or schedule. Class 200
throughout. PVC fitllngs10 be ,Schedule 40~ solvent-weld 1ype, Main lines (constant
pressure pipe) 411 and larger connections to be made with J10~1 ring fittings orgasketed'
fittings. Sizes.3uand smallerto,be solvent-weld .connection type fittings.
2. Sleeves: Schedule 40 throughout
3, Swing Joint Pipe and Fittings:, Asdetailed,or; 15. minimum .Swingpipe"or-Funnyplpe-
with transfer barb 90 ells at both ends and. a marlex ell below the irrigation head.
4. Galvanized Pipe and Frttings: standard weight, hot-dipped: galvanized and threaded.
B, PVC SOLVENT CEMENT
1. NSF approved .solvent for Class 1246-8&C PVC: 1hrough 4"
2. Conform to ASTM 0-2564. Industrial Polychemical Service Co., Inc., No]05,or711 PVC.
C, CLEANER AND PRIMER
1, Industrial Polychemlcal Service 'Co., Inc" No. P-70, .ortype as recommended by pve
Pipe Manufacturer,
D. BACKFLOW PREVENTION 'DEVICE
1, Wilkins Series Model 950Xl,orapproved equal. 1~r.,
2. Intall per manufacturuer's specifications
3. Models must be approved by the State of Oregon Health Division,
B, Coprdinate locations .of piping to minimize conflict with other work on "this Projectai1d other
\VOrk previously installed,.
C. System layout is diagrammatic. If field measurements differ slightly'from Drawing
dimensions. modify-work as required for .accurate fit. If measurements differ substantially,
notify Owner's Representative prior to' installation.
3.04 BACKFLOW INSTALLATION
,A. Installation by liCensed plumber. Comply with all plumbing codes.
3,05 TRENCHING
A, Excavate trenches. with uniform bottom.and remove ail rocks and sharp objects to provide
firm, even, clean base for pipe~
8, Allow for minimum 18" cover on main lines and 12- coveron lateral lines.
C, At Plant Beds:
Stockpile excavated material for bacldllllngtrenches.
D. Excess excavation: where excavation is carried to,excess.laveJs: backfill with specified' Sand
to,Proper levels.
E, Water and frost:
1. Keep trenches.dry .and frost-free.
2. Provide and ,operatepurnping-equipment as necessary,to keep excavations free from
standing wafer,
F. Existing vegetation to remain:
1. PlvLect against damage,
2. Cut-no roots over-31l ih diameter without approval of Owner's Representative,
3. Make all cuts clean, stfaight. at right angles. to roots,
4,. Replace any'damaged plantmaterial.
E, Compact earth under pipe at sprinkler heads to p(eveni settlement from pulling sprinklers
beloW grade.
3.17 CONTROL WIRE,INSTALLATION
A. Exterior:
B, Bury w1~ beside pipe in same trench,
C, Bundle multiple:wires together with tape ,at 5 ft. maximum intervals.
D. Provide 72D ,loop in wires at-each valve where controls are connected and at 100 maximum
intervals between.
E. MakEfelectrlcal joints waterprOOf usl ng: specified connectors.
F. Enclose ALL J.OINTS, in specified valve boxes.
G. Use coded ,and labeled ,wires for .each valve.
3.18 CONTROLLER INSTAlLATION
A. Mount.oontroller as per ,owner or owner's representative,
B. CI~rlyand legiblywriteJn the space provided in the controller a verbal description. of the
localionfor each irngationzone,
C, Mount.andwlreas shown by manufaeturer,
D. Ru n low-volfage ,control Wires In schedule 40 PVC irrigation pipe. to. 12-, belowgrade.
E, Provide, PVC.oonduits,as necessary where, tu rnlng corners.
F. Make,all splices with specified connectors.
G. Make all splices In a valve box.
H. Provide an. extra coli of each ,wire at eachsplloe to allow for contraction of wire due to
1emperature.settlolllc:;i ,1 of backfill,
I. Install, secure, and plumb.
3,19 PRESSURETESTS
A. cap off electric valves .and test With a pressure pump"after Installlng,and backfilling the'.maln
line. -
B. Maintain 100 psi mlnlmum,presSure for at least one hourwitho,ut leaks or pressure. loss;
3,20 'FLUSHING
A, After piping, risers"and valves,are installed, but prior to Installing sprinkler heads and
backfilling, open.Valves"and thoroughly flush piping system under full.water head. Maintain
flushing fat three. (3) minutes,
B, Close all valves and'csp all risers immediately. after flushing, Use only PVC threaded pipe
cap. Leave capped until Installation Qf heads or nozzles.
C. Flush a second time after installation ofsprinklers.. Remove nozzles. flush under full water
head forlhree minutes,:and immediatelY reinstall nozzles.. '
3.21 BACKFILLING
A, Remove debris. sharp rocks, and decayable matter from ,areas to be filled before proceeding.
B, If native soil is not freeof' r:ocksthen cover mainline pipe with 4" specified sand and place
specified utility Iocator'tape the :entlre length of alllllalnline pIpes.
C, Fill remainder of trench with ,stOCkpiled rriaterialor Loam at plant ,beds a nd ,lawns, as soon as
feasible after Owner's Representative's Installation review and accep1ance of pressure test,
D. Compact fills' in maximum 6.'lifls, Compact to. ma'tch densityofsufTounding material.
E. SPINKLER HEADS
1. Make and modelsshown.on drawings, manufactured by.Ralnbircl.
3.06 PIPE-BEDDING
A. Mainline:
If soli in trenches is:not free of rooks, provide uniform bearing surface of specified Sand; 211
rTiinimum depth and free of rocks and sharp objects under entire length of pipe.
8, Lateral line:
Clean native soli or Loam.
3,07 PIPE,INSTALLATION
A, General: Follow manufacturer's instructions,
B, Minimum ~earahces b~en lines:
1, For'2" diameteJ and smaller pipe: T clearance,
2. For21J2"dlameterand larger pipes: 4" clear.ance,
3, Between irrigation and,oiher servioes: 48 clearance,
C. Threaded, Plastic Pipe:
1. Thread with conventional equipment.
2. Plug pipe.ends during threading to prevent pipe distortion or damage.
3, Do not use solvent cement on joints,
4. Wrap joints with Teflon tape.
5. Cemented.PVC Installation
6, Follow manufacturer's instructions,
7. Cutall pipe_square and removebulTS.
. 8,. Chamfer all outside edges,of.pipe.
9, .Glean and dry ends of pipe to.be joined,
10, Apply primer solvenUo both pieces of pipe to, be joined.
11. Apply. cement to both pieces of pipe to be joined,
IRRIGATION
Section' d2850 - Page 7
E. ShOiJid'backflll:show'seftiemelit'durlng guarantee:petiCi.d, bring' area back to grade with
compacted fill, and replace al1Y'$ettlement damaged construction and planting.
,F. Do all backfilling necessary to bring all surfaces to. finished. grades.
,G. 'Wet and tamp earth in layers not over 12" thick until thoroughly packed and settled.
H. Backfill the top 2-,of trenches in plant bed.area with loam or natlve'soil free. from rocks 314- or
larger,
I, Dispose of'excess excavatlon,.off site,
3,2-2 ADJUSTING AND BAlANCING
A, AdjUst ,and balance.the system as each section is completed to: provide unlform.coverage to
all areas.
B. Demonstrate. to. the: OWner's Representative that the system.ls in operating condiUon.
$.2$ RESTORATION
A. Return all.dlsturbed areas to original conditions. after Installation Is completed.
B. Replant or replace any materials removed during construction,
$.24 'PRO~RAMMING
A. Prepare and Submit for approval the irrigation controller :programs: SpringlSummer1
Summer, Summer/Fall. Coordinate programming with OWner's Grounds SupelVisor,
B, Include: zone"start time:. watering duratlonl day of week , repeat cycle mode, program mode.
3,25 -SYSTEM DEMONSTRATION
A. Test, system' priorto. demonstration ,
B~ 'At completion of work provide qualified and trained personnel to demonstrate operation of the
system and instruct OWner in'operating procedures and maintenance.
C. Individual performing demonstration shall be fully knowledgeable, of all operating and service
aspects of .system,
3.26 CLEANING
A. Keep the'premlses reasonably free from accumulation of debris.
B, Remove all excess excavationot backfilling materials from site .and clean all Imp~ovements
soiled by work. of this Section.
C. Remove.all debris, equipment! and surplus materials, and leave the premises In a neat and
orderfy condttion at the completion. of the ,work,
END OF SECTION
':1"
Date Received:
AUG 16 2010
Original Submitt~J
15 of /5 Page.s
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