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SEP 2 2 2010
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PROJECT AREA
PROFESSIONAL REPRESENTATIVES
MAP and TAX lOT NUMBER
TABULATION OF COVERAGE
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SHEET INDEX
LANDSCAPE ARCHITECT I
LAND USE PLANNER
SCHIRMER + ASSOCIATES, LLC
375 West 4th
SUITE 201
EUGENE, OR 97401
PHONE: 541.686.4540
MAP # : 17-03-22..Q0 TAX
LOT #: 2219
(WITHIN PROJECT LIMIT LINES ONLY)
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L2.0
L3.0
L4.0
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L9.0
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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
CIVIL ENGINEER
BALZHISER & HUBBARD ENGINEER
100 West 13TH AVENUE
EUGENE, OR 97401
PHONE: 541.686.8478
PARKING
SITE PLAN (Preliminary Review)
CONST'RUCTION PLAN : OVERALL PLAN
EXTERIOR ELEVATIONS
PLANTING PLAN
PLANTING PLAN
PLANTING PLAN
PLANTING PLAN
IRRIGATION SPECIFICATIONS
SITE INFORMATION
TAX LOT # 2219
PARENT ZONE: CC (COMMUNITY COMMERCIAL)
USE CODE & DESCRIPTION: R - RETAIL PROPERTY
SIZE: 4.21 ACRES OR 183,388 SF
STANDARD
COMPACT
ADA
RV
TOTAL PARKING
426 SPACES
218 SPACES
19 SPACES
8 SPACES
671 SPACES
VICINTYMAP
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ROaDWAY EASEMENT
2-21-1962 #60269 AND #60270
AND 5-21-1962 1170248
-----------
14' STORM SEWER EASEMENT
3-8-1990 #90 11195
GATE
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<t 10' UTILITY EASEMENT
10-30-1996 #73241 ~
& 6-18-1996 #40795 _ ~
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2-23-1990 #08986
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~~gEg~E~R~~b~~~E~N~:i ;'E~9~~E~E~~~~~~~;U38NE85218'L1A9N57 RECEPTION NO. 16055
. E COUNTY. OREGON DEED RECORDS.
N6'42'59"E 2647.83
------
GATE~
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---
FLOODWAY EASEMENT
2-21-1962 #60269 AND #60270
AND 5-21-1962 1170248
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1~ STORM SEWER EASEMENT
3-8-1990 1190 11195 CPN11
433.22
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-18-1996 #~
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(CARPET SURFACE)
3.0' DOOR
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(FU1\JRE CABltAS)
STRM AD
RIM ELEV:::: 436.30 (APPROX)
INACCESSIBLE
- 437.#
3.0' DOOR
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STRM MH
suMP PUMP
RIM ELEV:::: 436.99
6"W IE:::: 433.79
4"E IE= 432.39
BOTTOM OF suMP= 431.89
STRM DCCB
RIM ELEV= 433.46
(LOCKED COVER)
WA TER lEVEl= 432.46
SUMP= 429.71
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GATEWAY MALL
FINAL SITE PLAN
SEP 2 2 2010
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PROJECT AREA
SITE INFORMATION
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FLOODPLAIN INFORMATION:
SITE IS LOCATED OUTSIDE OF THE SOO-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 OF PONDING - NONE
A WATER 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
10-YEAR TIME OF TRAVEL AND A 20-YEAR TIME OF
TRAVEL WITHIN THE PROJECT AREA,
VICINTY MAP
(Nf\. NTS
Date Received: \.AJ
SEP 2 1 20tO
Final Submittal a;;t
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9-24-1976 650098
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------------- '
14' STORM SEWE, R EASEMENT ,~\.,
3-8-1990 190 11195 \ "
sHAlE. ftt.ET
!l14' SANITARY SEWER AND
STORM DRAIN EASEMENT
9-24-1976 #50099
FlOODWA Y EASEMENT
2-21-1962' 660269 AND 660270
AND 5-21-1962 {l0248_ _ _ _
-- --
-----
-
---------
-
------------
14' STORM SEWER EASEMENT
3-8-1990 190.11195 GATE
sHAlE. ~
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GATE
$'ftALE iU.ET
14' STORM SEWER EASEMENT
3-8-1990 190 11195 CP#11
-433.22
f-~~
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EASEMENT(S) VARIABLE WIDTH fOR
BICYCLE/PEDESTRIAN fACILITY
MAINTENANCE
1-26- 2006 62006-006022
LANE COUNTY CIRCUIT COURT
CASE NO. 16 06 00521
FILED 1-13-2006
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ASPHALT pARf<$ LOT
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L It. 10' UllL1TY EASEMENT
10-30-1996 #73241
_ . " 6-18-1996 140795
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, It. 12' WATERLINE EASEMENT " \
2-23-1990 fI08986 "
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10-30-1996 1#73241
& 6-18-1996 /140795 ].
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!l10' ELECTRICAL EASEMENT
9-28-1989 1143900
.............
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!l14' SANITARY SEWER AND
STORM DRAIN EASEMENT
9-24-1976 1150099
:~
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
. ,..
dlNEMARK
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
EASEMENT(S) VARIABLE WlDTH fOR
BICYCLE/PEDfSll'{IAN FACILITY
MAINTENANCE
1- 26- 2006 #2006":006022
LANE COUNTY CIRCUIT . COURT
CASE NO. 16 06 00521
FILED 1-13-2006
RO~19
3.0' DOOR
FINAL SITE PLAN
SEP 2 2 2010
planner: t2 JI=
NOTE~:
PLANll~G ISl..AND TO BE REMOVED
1.
ElEVA liONS SHoWN HEREON ARE BASED O~ LCeM 1130t ALUMI~uM CAP LOCATED I~ lHE
PARKING LOT ON lHE Y.f,ST SIDE OF lHE GATEWAY'MALL. TOWARDS lHE SOUlH' END. lHE
STAllON IS LOCATED I~ A PAINTED ISLAND OF lHE PARKI~G LOT BETWEEN lHE 2ND AND 3RD
P~TER ISLANDS ~ORlH OF lHE po'hm UNE METAL' TO\'tfR FOU~D AT THE sW' COR~ER OF
lHE PARKI~G LOT. ELEVAlION = 432.55 (~A\'D 88).
HORIZONTAL ALIGNMENT BASED O~ OREGO~ STAlE PLANE SOUlH ZONE COORDINAlES. (NAD
1983)
lHE BOUNDARY SHO~HEREON HAS BEEN CoMPILED FRoM BOU~DARY AND ,ALTA SURVEYS
PREPARED BY SW~SON LAND SURVEYING IN 2006 AND MAY CONTAIN U~RESOLVED
DISCREPANCIES. SURVEYS HAVE BEEN ROTATED TO THE OREGON STAlE PLANE SOUTH
COORDINATE S'YSmd. THIS DOES ~OT CO~SllTUlE A BOU~DARY SURVEY AND SHOULD ~OT BE
USED IN UEU OF A BOUNDARY SURVEY.
UllUllES SHOWN HEREoN HAVE BEEN CoMPILED FRoM FIELD tOCA liONS OF VISIBLE
CoMPONENTS. UllUlY coMPANY MARKINGS AND DRAWI~GS. AND OlHER RECORD SOURCES AND
MAY' BE INCoMpLElE' AND lOR CO~TAI~ ,ERRONEOUS OROBSOLElE INFORM A liON.
CoMPREHENSIVE FIELD LOCAlES \\mE NOT PROVIDED FOR lHlS PROJECT.
PREPARA llON OF lHlS SURVEY ,INCLUDED DATA COllECllQN' FRoM CON~TlO~AL TOPOGRAPHIC
SURVEY METHODS PROVIDED BY BALZHISER & HUBBARD. A LElCA 1203 TOTAL STAlloN AND
LElCA VIVA CS16 DATA COLLECTOR WERE USED TO PERFORM lHlS SURVEY~
UMlTED SPOT ELEVAlIQNS ARE SHOWN 'DUE TO GRAPHIC SCALE. REFER TO ELECTRONIC DIGITAL
1ERRAI~ MODEL FOR FULL 3-DIMENSlONAL ELEVATION INFORMAlION CoNTAINED I~ THE ACAD
DRAWING FILE. '.
lHE ELECTRONIC DRAWING HAS BEEN PREPARED WllH USER COORDINATE S'YSIDd (UCS)
ROTATED 83.S FRoM THE WORLD COORDINATE s'YSTEM (WCS).
SEE SHEET S2 FOR SURVEY LEGEND.
&. SURVEY CONlROL POI~T CURB AND GOnER I><J WATER VALVE liJ STREET UGHT BOX
@ FOU~D MONuMENT EXTRUDED CURB 121 \VATER METER ~ UGHT POLE
PROPERTY U~E PAINT STRIPE 181 IRRIGAllON VALVE m1 ELEClRlC RISER
-- --- EASEMENT U~E 0 0 0 CYCLONE FENCE DfI WATER VAULT IZI ELEClRlC VAULT c:J
--------~o-------- 6t coNTOUR INTERVAL W W W UNDERGROU~D WATER U~E ..0- FIRE HYDR~T ,m lELEPHONE RISER
--------~9-------- 1t 'coNTOUR INTERVAL U~DERGROU~D sTORMWATER UNE FDC ARE DEPARTMENT CON~ECllON [I] TELEPHONE VAULT
so so so .....
~~ SPOT ELEVAnON -ww ww ww- UNDERGROU~D WASTEWATER U~E Ii AREA DRAI~ (SQUARE) IrJ UNKNO~ RISER ~
x
~ BUllDl~G G G 0 U~DERGROUND GAS UNE fB AREA DRAIN (ROUND) DZl UNKNO~'VAULT
!Z/Z7/ ZZ/Z7/ZZ/ZZ A~I~G/8UllDl~G OVERHEAD - - -oo.tltl- - -cotAf- U~DERGROU~D c~M U~E I!!I CATCH BASIN ~
J: 4' . 11.. .... '. 4] EXlsn~G CoNCRETE - - -E- - -E- - -E--:'- U~DERGROU~D ELEClRlC Oil DOUBLE CHAMBER CATCH BASIN ADA PARKI~G ~
V////////////////////////I EDGE OF PAVEMENT -15 15 15- U~DERGROU~D lRAFFIC SIGNAL U~E II DECK DRAIN 0 SHRUB
CltL CltL 0fL- OVERHEAD UNE D ROOF DRAI~ 0 ARBORVITAE
@ STORMWATER M~HOLE 0 CoNIFEROUS lREE TO REMAIN
@ CLEANOUT
~ WASTEWATER M~HOLE 0 BROADlEAF lREE TO REMAI~
..... SIGN
. BOLLARD
. . ,METAL POST ~ CoNIFEROUS lREE TO BE REMoVED
0 POLE
. BROADLEAF lREE TO BE REMoVED
PLANn~G ISLAND TO REMAIN
2.
3.
PAINTED ISLAND
4.
PARKI~G
5.
6.
7.
8.
SCi" ~ 1 2010
Final Submittal
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# Date Description
9.21.10 Modified Site Plan
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ASPHALT PARKING LOT
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LEGEND
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8 SPACES
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ASPHALT PARKING LOT
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LIGHTING
IF ON-SITE LIGHTING IS PROPOSED 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
BOUNDARIES OF THE PROPERTY, AND DIRECTED DOWNWARD
AND AWAY FROM ABUTTING PROPERTIES; PUBLIC
RIGHTS-OF-WAY; AND RIPARIAN, 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.
TABULATION OF COVERAGE
(WITHIN PROJECT UMIT UNES ONLY)
EXISTING LANDSCAPE
PROPOSED L.ANDSCAPE
NET GAIN
24,682 SF
34,685 SF
10,003 SF or 40%
PARKING
STANDARD
COMPACT
ADA
RV
TOTAL PARKING
426 SPACES
218 SPACES
19 SPACES
8 SPACES
671 SPACES
{f
BIKE PARKING
10 SPACES (COVERED)
2' X 6' WITH TYPICAL HOOP RACK
EXACT LOCATION TO BE DETERMINED
a
a
y.,
\.. ffE= 451.51
(CARPET SURFACE)
a
58,000 SF
A
FfE- -437.
MAP and TAX LOT NUMBER
LEGEND
MAP #: 17-03-22-00 TAX.
LOT#: 2219
SITE INFORMATION
o
EXISTING DECIDUOUS 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
o . EXISTING CONIFEROUS TREE TO REMAIN
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.
9'
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ASPHALT PARKING LOT
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DOCK AND TRASH
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FINAL SITE PLAN
SEP 2 2 2010
planner: tJ:z::...
Date Received:
SEP 2 1 2010
Final Submittal
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9,21.10 Modified Site Plan
,
FINAL SITE PLAN
SEP 2 2 2010
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CD CURB AND GUT~~~E
SHEET NOTES
1.
ELEVATIONS SHOWN HEREON ARE BASED ON LCCM 1130, ALUMINUM CAP LOCATED IN THE PARKING
LOT ON THE WEST SIDE OF THE GATEWAY MALL, TOWARDS THE SOUTH END. THE STA liON IS
LOCATED IN A PAINTED ISLAND OF THE PARKING LOT, BETWEEN THE 2ND AND 3RDPLANTER
ISLANDS NORTH ,OF THE POWER LINE METAL TOWER FOUND A T THE SW CORNER OF THE PARKING
LOT. ELEVATION = 432.55 (NAVD 88).
2.
EXISTING DRAINAGE PATTERNS 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 PATTERNS CAN BE MAINTAINED. WHERE
TC/ME IS NOTED 'M-fERENO EXISTING CURB, THIS MEANS TO MATCH EX TP ELEVATIONS.
3.
4.
NOT USED.
REFER TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR SITE LAYOUT, IRRIGATION, AND
LANDSCAPING.
5.
6.
ALL HATCHED AREAS SHOWN WITHIN SA WCUT LINES TO BE AC PVMT, UNLESS OTHERWISE NOTED.
ALL NEW STORM DRAIN .IMPROVEMENTS, EXCEPT FOR THOSE CONSlRUCTED FOR THE LOADING
DOCK (PERFORA lED PIPE, LOADING DOCK DRAINS AND ASSOCIATED PIPING), WILL BE BID AND
CONSTRUCTED UNDER THE SEP ARA TE CABELA'S BUILDING PROJECT.
CIVIL LEGEND
SYMBOL
ABBR.
DESCRIPTION
ABBR.
,
,
C/G
NEW FULL-DEPTH CURB or
CURB/GUTTER
AC
APPROX
BLOG
CONC
ELEV
EX
HMAC
ME
pce
PVMT
RAD
SID
TC
TP
TYP
EX CURB or CURB/GUTTER
TO REMAIN
--------- ---------
--------- --,-------
EX CURB or CURB/GUTTER
TO BE REMOVED
--R--.;-R---R--
- -sc- - -sc- --sc--
R
SC
GRADING RIDGE LINE
PAVEMENT REMOVAL SAWCUT UNE
DRAINAGE FLOW DIRECTION
STORM DRAIN
CLEAN OUT
-+
ST
co
o
ST
CO
@
MH
MANHOLE
1-5
I--.-//-~~
: ~
I --
I
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GA TEWA Y STREET
VICINITY.MAP
NO SCALE
,
SURVEY LEGEND
DESCRIPTION
SYMBOL
~
DESCRIPTION
SYMBOL
DESCRIPTION
..
SYMBOL
DESCRIPTION
SYMBOL
I
CURB AND GUTIER
EXTRUDED CURB
PAINT STRIPE
I&l
l><J
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
BOU.ARD
METAL POST
POLE
~
(0
o
o
o
SURVEY CONTROL POINT
FOUND MONUMENT
PROPERTY UNE
EASEMENT UNE
~ CONTOUR INTERVAL
l' CONTOUR INTERVAL
SPOT ELEVATION
SUILDING
AWNING/BUILDING OVERHEAD
CONCRETE,
EDGE OF PAVEMENT
ASPHAL TCONRETE
APPROXIMA IE
BUILDING
PCC CONCRETE
ELEVATION
EXISTING
HOT MIX ASPHALT CONCRETE
MATCH EXISTING TC or TP GRADE
PORTlAND CEMENT CONCRETE
PAVEMENT
RADIUS
STANDARD
TOP CURB ELEVA 110N
TOP P A YEMENT ELEV A TJON
TYPICAL
@
C8:I
~
181
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IQl
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--0
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UNDERGROUND WATERLINE
UNDERGROUND STORM WATER LINE
UNDERGROUND WASTEWATER LINE '
UNDERGROUND GAS LINE
UNDERGROUND COMM LINE
UNDERGROUND ELEC1RIC
UNDERGROUND TRAFFIC SIGNAL LINE
OVERHEAD LINE
STORM DRAIN FROM RECORD DRAWING
(NOT SURVEYED)
@
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BALZHISER
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ENGINEERS
MECHANICAL
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TRANSPORTATION
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SURVEYORS
100 WEST 13TH AVENUE
EUGENE. OR 97401
P: 541.686.8478
F: 541~34S.S303
DESCRIPTION
STREET LIGHT BOX
LIGHT POLE
ELECTRIC RISER
ELECTRIC VAULT
TELEPHONE RISER
TELEPHONE VAULT
UNKNOWN RISER
UNKNOWN VAULT
ADA PARKING
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ARBORVITAE
CONIFEROUS TREE
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Date Receiverlc
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~ ,/ \ 1I"<J.~ /............. 71 'It c " /~.t '" v' ~ I PAR ~ :';6.i;.::::::Jl , - ,
/ I ~. '" ALLOW DRAINAGE TO ' It NEW ISLAND LOCATION, REMOVE EX ~/ ~ "I, EX PAINT STRIPING TO BE PAINTED --;". :1(1\~7 (~~:':'~:~; :~~~~ ~\Dillt~(\:::.fn~)}1~~ .\IT~l\~~:\U~~J~ili~~~~~~J~~~'~~~~7:~t~
~ :Fftill!\~~\ :A~i(~A"~:J:~:~~j('::~~~:~:~~~:!:~n:::::'?:"::::):' :::~:~~~/:::: ::::::5
X / / X FLOW EAST- TO-WEST ISLAND, PLACE NEW FULL-DEPlli / BLACK INCLUDING ROADWAY AS NEW WHEEL STOP /' ' 435.87 ~0S::::~ ~~ \m,(43fi:3; ~<tt>l~~/~~'A.."lI~ ,ift,:: 2>0~I:" '. ~..~:~{~~'A~~~"
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1" 1" <(O"Ce:" 1'1:"- a?~ Q~ (4?5.10) /~/ /" "l!'~~""';' i^ ',::::::::::;':::<~~> ~.:S: ~~1i<~~::>"""><<::':~~:':~:::~::::::::::::;::~:': :\>i;.k.'~':(9(1 :k:.::;ALLOW DRAINAGE TO :
~~~~N..:l$ W~1.t:::::~
CONTROL JOINT 6" - 16" 1" 6" - 16" 1," -;/ --- f ~ (;;- ~&(" ,;;.4."lIR ?R,~::;':~:,~',<\H/,: .~~0\~"iH~\::>~1~~:~ri4~n><>:~~i'-i~'~i;:::<~":::"::~~:~~\> FLOW EAST-TO-WEST,: :Z\;>~~WU
/10' MAX SPACING ~. RAD AC PWT ~. RAn _A;?>S- - d,li. -:.Fi ~ nf:-:..::%~~~~\)~'::<;;'Y.~f. ~:.:~:;?::~<:~:.~1P ~J.t~<~W<;;1P m v.~</~~~~) TYP %-;;'.i;;''l.;fI.';.t><~!L..J!?)j )i\~~:~
6 I TYP \ I SECTION I ~ \ NEW /RELOCA TED I ~ 435.~ f:1!,t16i I;'" ~-" :~).4."'17 nn ~::::::: ~ . ~,t::: ::\t ::'%::: \:::~::::: t'\!:::::::-:::: JL.:;l.: ~~. ~ ""~/~,,,~}.'.,,;r'Ex-
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':q- i . :z '-."..... 0 f:f;f:' :./ ~(\uji":'-~ k~ BE RELOCATED TO BE REMOVED ~~ ;2 " Jr~ I 11 '
24" , COMPACTED ' ~::i \ ~.:.. ~.: ..;.......~. "\ X )>. 11'~ ~
12" ROCK BASE 12" 24" x~ - I 0 <.L>t~ \~\iJ{/ ,.:~ ~I~. NEW STOP RAR EX IRRIGATION NEW PCC SIDEWALK Q~ ; .~f'J :1./
MIN MIN COMPACTED 7~, (j> ~\ ~~~~~~~~:(~ .V:.,~." ~ g;::~:s LEGEND AND SIGN VALVE TO REMAIN AROUND BLOG Q; iil ~ t~ ~o ~i ~~~~.
ROCK BASE ,.~ 1:- . : . . : -: ~ -:1:.. . -:. ~ ,Z ~ 5 TYP x)- )>1 II : / Illl -: . :
STANDARD REVERSE WJ oS: .::::::.::" '1 '. :.:: i ' , '"'J "x, x' ' ' '/ iIlu ::,'.'
s~ ~~~/ I ~\\\\\{~( '\f)\:~\~~~~ ~ ~~ SLOG UGHllNG TO BE REMOVED EX DOWNSPOUT * D 'j!' Ilr/ N '.\:~'::.
NOlES RIM = (43'! ~~ Q/4t. l/"' ~::::~::~:~ ::::::~::~ ~ .:~ ~ NEW ROADWAY TYP OF (6) TO REMAIN ~g I ~-).~~J1. J. :~::~:
1. EXPANSION JOINTS IN NON-EXTRUDED CURB/GUTTER. CONTRACTION JOINTS IN 1 ~ IE;;;EX cURBll", Y IV oV/\: JV\?I ' :~ PAINT STRIPE NEW SLOG UGHTlNG TO BE ~, ~iilJ.:I~'O,~ 'i"" /?!.
2. ~~~~TgN C:~{;US:::' BE PLACED EVERY 15' IN NON-EXTRUDED CURB AND ~ l~"'S~~L~~~A[~L,,~)Y~!~l\\\\\\\\\ \t\Dtt1r.~rv S ~ ~:E~~~~RB~:;~Sp~~icT ~~L~I*~TI~~AIN ----r ~:~ v ~ .T~
GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS. OX LOCAllON) /' 1'1::::::::: ::1:::::::::.; ~.~,~ i;, 01, v: W ::::'~
1 '~9 X.,. // ~~:\:\\\\\\\W :\I\\\%\a. ~:.~ ~?V ~~~~g~A+~ REMAIN ~~~N~~~RAIN EX ~GN TO ~~J,;~ .~7 I-rw1~
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CURB.
2. EXP AN SI ON JOINTS SHALL BE PLACED EVERY 15' IN NON-EXTRUDED CURB AND
GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONlRACTlON JOINTS.
CUT IN NEW CURB FOR
DRAINAGE FLOW TO EX
SWALE
STRM DISCHARGE
18" IE= 427.85 (424,35)
(APPROX LOCATION)
433.13
TC/ME
IM\
MM
MM
1M.
MM-
- ~Z- ·
-
MM
MM
MM
""Yo
MM
MM
1M.
PLAN SCALE
60'
~
301
o
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~ lI!~j!U]l!~_
SCALE: 1"= 3D.
I
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SHEET NOTES
1. ELEVATIONS SHOWN HEREON ARE BASED ON LCCM 1130, ALUMINUM CAP LOCATED IN
THE PARKING LOT ON THE WEST SIDE OF THE GA TEWA Y MALL, TOWARDS THE SOUTH
END. THE STATION IS LOCATED IN A PAINTED ISLAND OF THE PARKING LOT BETWEEN
THE 2ND AND 3RD PLANTER ISLANDS NORTH OF THE POWER UNE METAL TOWER
FOUND AT THE SW CORNER OF THE PARKING LOT. ELEVATION = 432.55 (NAVD 88).
2. EXISTING DRAINAGE PATTERNS SHALL BE MAINTAINED WITHIN MALL PARKING LOT AS
INDICATED BY SPOT ELEVA1l0NS AND DRAINAGE FLOW ARROWS. GRADES HAVE BEEN
CHECKED AT ALL CURB AND PVMT MODIFICA 1l0NS TO ENSURE EX DRAINAGE
P A TfERNS CAN BE MAINTAINED. WHERE TC jME IS NOTED WHERE NO EXISTING CURB,
THIS MEANS TO MATCH EX TP ELEVATIONS.
REFER TO C1.1 FOR CIVIL AND SURVEY LEGENDS.
3.
CINEMARK
4. REFER TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR SITE LAYOUT, IRRIGATION, AND
LANDSCAPING.
5. ALL HATCHED AREAS SHOWN WITHIN SAWCUT UNES TO BE AC PVMT, UNLESS
OTHERWISE NOTED.
6. ALL NEW STORM DRAIN IMPROVEMENTS, EXCEPT FOR THOSE CONSlRUCTED FOR THE
LOADING DOCK (PERFORATED PIPE, LOADING DOCK DRAINS AND ASSOCIATED PIPING),
WILL BE BID AND CONSTRUCTED UNDER THE SEPARATE CABELA'S BUILDING PROJECT.
APPLY TACK COAT TO EDGE OF
CONCRETE PRIOR TO PLACEMENT
OF AC PAVEMENT
" RAD
TYP
CONCRETE WALK - BROOMED FINISH
WITH TOOLED JOINTS.
6"
FINAL SITE PLAN
SEP 2 2 2010
planner: (} ~
;: ~
<O:::!E
COMP ACTED ALL - TYPICAL
o THICKENED EDGE SIDEW~;~
Date Received:
SEP 2 f 2010
Fina' Submittal !? ~.. _
+ LANDSCAPE ARCHITECTS +
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N 887430.71, E 4252226.60
POINT "B" I
CAP EX 8"SD III
EX 8"FL= 433.2:1:
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~_---o--o-----O--'V" c ~;- '" "--<"...- ~->- - -0' -
I - - - - - r"-~"" /15"Q N:a;;,~2,O E 425192524 -
/ ,-J. ~"/ . (-501 : CONST SD MH No 3
(> I 7 ~ / r I ~RIM= 432.50
,I' I 1--. / "\! 0 EX 24"FL E/W (IN/OUT)= 428.46
') 0 I 1/ "~"- i :., NEW 15"FL S (IN)= 428.46
~. I~ ~. /
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---0-----0-----0--0---
TOP OF FOOTlNG= 434.0:1:
(TO END OF FOOTlNG) ____
,--
--~
.is
.is
.,.,..-- S\
---- ---------
"\ -----
_' s _--
--
-'-- ..------'.----
---' C.\
_-/---..- N 8 ~.., 4 51.54
.---.---- CONST SO CO No 2
____ -_/ RIM= 437.1
6"FL= 432.77
N 887381.92 E 4252146.43 CD :
CONST SO CO No 1'~ (4)
RIM= 437.1
6"FL= 432.55
~OOTlNG= 433.0:1:
RETAINING WALL
REFER TO STRUCTURAL
DRAWINGS
-
I
12" FOOllNG
o STEP
I
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NOT TO SCALE
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-----
---
-----
In 1. ELEVATlONS SHOWN HEREON ARE BASED ON LCCM 1130, ALUMINUM CAP LOCATED IN
THE PARKING LOT ON THE WEST SIDE OF THE GATEWAY MALL, TOWARDS THE SOUTH
END. THE STATlON IS LOCATED IN A PAINTED ISLAND OF THE PARKING LOT BETWEEN
THE 2ND AND 3RD PLANTER ISLANDS NORTH OF THE POWER UNE METAL TOWER
FOUND AT THE SW CORNER OF THE PARKING LOT. ELEVATlON = 432.55 (NAVD 88).
2. EXISTlNG DRAINAGE PATTERNS SHALL BE MAINTAINED WITHIN MALL PARKING LOT AS
INDICATED BY SPOT ELEVATlONS AND DRAINAGE FLOW ARROWS. GRADES HAVE BEEN
CHECKED AT ALL CURB AND PVMT MODIFICA TlONS TO ENSURE EX DRAINAGE
PATTERNS CAN BE MAINTAINED. WHERE TC/ME IS NOTED WHERE NO EXISTlNG CURB,
THIS MEANS TO MATCH EX TP ELEV A TlONS.
3. REFER TO C-303 FOR CIVIL AND SURVEY LEGENDS,
4. REFER TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR SITE LAYOUT, IRRIGA110N, AND
LANDSCAPING.
5. FOR ALL STORM DRAIN AND FOUNDA 1l0N DRAINAGE PIPING, LATERAL CONNECllONS
SHALL BE MADE USING W'fE FITllNGS AND 90" BENDS SHALL BE LONG-SWEEP.
~a-- 6"SD
CONST 6"PERF 61.3 LF
S= 0.0050 FT FT
I
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0::: ,
w
9-
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REFER TO 2/C-401 FOR
LOADING DOCK
'STORM DRAINAGE
Cl
(J)
= lL.
LOo:::
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CONST 6"PERF 61,3 IF
S= 0.0050 FT FT
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LOADING DOCK STORM DRAIN
REFER TO 2/C-401
FOR CONllNUAllON
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REFER TO STRUCTURAL
DRAWINGS
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ALL PIPE AND FITTINGS
SHOWN WITHIN THIS PLAN
SHALL BE BUILDING
APPROVED MATERIAL
N 887374.75 E 4252207.3
INSTALL W'fE
6"FL= 432.24
N 887418.42 E 4252212.46
CONST SD CO No 4
RIM= 437.1
6"FL= 432.46
1i
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6. NOlE TO CITY PLAN REVIEW STAFF: DRAINAGE WITHIN LIMITS OF TRASH COMPACTOR
AREA IS HYDRAULICALLY ISOLATED AND DIRECTED TO THE SANITARY SEWER SYSTEM.
DRAINAGE WITHIN 3' OF THEFAGE OF LOADING DOCK IS COVERED. HYDRAUUCALLY
ISOLATED, AND IS DIRECTED TO THE SANITARY SEWER SYSTEM. REFER TO SHEET
C-302 FOR GRADING.
I
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\-
I
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I
DATE BY
12/23
2010' GlL
---
CONST 6"5D 44.0 LF
S= 0.0050 FT FT
EX SO MH TO REMAIN
RIM= 434.39
EX 12"FL NE (INj= 429.28
EX 24"FL SE (IN = 429.28
EX 24"FL W (IN = 429.28
EX 24"SD ,.'
~ ___--------- S',
"' gcL.~--J
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REVISION
REVISED STORM DRAIN CONNECTlON AND
ALIGNMENT DUE TO WA TERUNE CONFLICT
ST
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S= 0.0050 FT FT
vs
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N 887368.30 E 4252245.54
SD MH No 4
REFER TO 2/C-401
TOP OF FOOllNG= 432.0:1:
\
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/
/
/
l
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1 -, ---- c.:- ~ ---- '\ EX 12"5D TO BE
___l~"--: ---- ABANDONED IN PLACE
~ ~:::: ~\ t- ----
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PROPOSED 10' WIDE
SUB EASEMENT
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S\ ~ --
---
REFER TO 1/C-401 FOR
LOADING DOCK
FOUNDATION DRAINAGE
/
/
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----
----
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'< ' I
>~)</ .. N- 887380.37 E 4252142.5
/< ;. CONTlNUAllON UNDER
>,<):, CABELA'S BUILDING
> ~ )< / PACKAGE (NIC) ___
)< / <)<) 15"FL= 130~97 ____ S\
'/ \, - ~ /'
). .. /' N 887374.93, E 4252156.08 ----
CONNECT TO EXISllNG 12"SD :.-----
NEW 15"SD FL= 431.03
.' EX 12"5D FL= 432,5:1: (PROJECTED)
CONST 12"SO LENGTH AS REQ'D
S= 0,0070 FT/FT MIN
I
I
I
W N 887361.52 E 4252170.56
~ INSTALL AD No 1
R~M= 435.93 CONST 6"SD 15.4 LF
6 Fl= 431.63 S= 0.0100 FT FT
/'- /,
x,/>(" CONST 15"5D 103.7 LF
x/'>(/' S= 0,0045 FT FT
)( )
;< >(
)( ),
)( >(
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x: l(
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>~ >
>( >(
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< '<
)/ >-
< '<
)/ )<
< '< N 887375.75, E 4252244.45
> / >- END TO
< '< RIM= 433.26
> ~ > , CONST END INLET
< /< TO Fl= 432.40
>, )<
< /< CONST TO 3,3 LF .
>, )< S (TO FL)= 0.0060 FT /FT
< /< I
>- )< ~
< ~3 1 N 887368.30 E 4252245.54
< C-501 CONST SO MH No 4
)/ Y. / RIM= 437.0
< ) < / / 6"FL N (IN)= 432.08
<>,<)< 4"FL NE (IN)= 432.55 (WITH BWV)
)~ ): 'y 6"FL NW (IN)= 432.04 (WITH BWV)
< / < 8"FL E (IN)= 432.07 l
<>,<): 15"Fl W (OUT)= 431.<<---------
)/ )( ,
'.../ /
< /, /
, X \( X x x x x )( x )( y y x (
)/ ,/ "v ,/ ,/ ,/ ,/, / ,/ '/ '/ '/ '/
, /, /' /, /, /, /, /, /, /, /, /' /' 1
-<. )- x x x x X X X X ~ X X
,/ V ,/ ,/ ,/ ,/ ,/ ,/ ,/ ,/ '/ ,/' ,/ i
/X ~' " " :
~> r
/< upS
~, ~I
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'/ -v---v
;/ ')/ \/ ';(' /, ^
;<- /'<. /'V..... /v, v, /v, X;', /-, /",
^^^^^^^^. -. r
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/~ ~ '.' .r:;1 r-'7 ~ ~/ ~,J ,-r+ ,'7', ~/ ~...,-r'" ~/"~ " r::--^~ - ~ /'-~ "7"'" ~ ~ .
/, /, /'" /, ~/" ^ /, ^ /'. /, ^ ^ ^ ^ ^ X X X x, X ')( 'X, V Y Y V V V V V '/ V ~"'LLJV v
x X' X x' X 'X X X X 'i( Y' 'Y' V V V V V '. ON'S T 4"PERF 2" 2.3 LF ., ,/ ' , '/ ',/ ,/ ',/ , / , / " / , / " / , / , / , / , .
,/ ,/ ,/ ,/',/',/ './ ,/',/...../ ,/ ,/ ,/ ,/ ',/,/,/' C ',,/'. 12 /'.^,^ ^ ^ /'N'8874'117'6 E- 42'5' '9'
, /'\. /, /, /, /', /, /, /, /, /, /, /, /, /', ^ ^ ^ S- 00050 FT FT .X x x,( J( ")( ")( Y. ' , Ij
;<. ^ ^. x x x x x x x X y. )( )( y y v ' - . ,/... ,/, / ,,/ ,/ ,,/ ,,/ , CONST SD CO No 3
RIM= 437.2
6"FL= 432.75
..' - ... . EX '12"5D' TO
BE REMOVED
TYP
WING
IDEO FO
ENCE
f1\ (,~OADING DOCK FOUNDATION DRAINAGE ~~~~~
I~ ... NOT TO SCALE
rc'< x
'=-'<::x
<<:x
~ < >~
?(:x
/x
~(y
ALL PIPE AND FITTINGS
SHOWN WITHIN THIS PLAN
SHALL BE BUILDING
APPROVED MATERIAL
RETAINING WALL
REFER TO STRUCTURAL
DRAWINGS
o
("")
o
RETAINING WALL FOUNDA 1l0N
DRAINAGE
REFER TO 1 jC-401
0:::
W
P-
<0
I
6"SD
I
6
J
~-
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+-
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437.44
EX 4"SD TO B REMOVED
RETAINING WALL
REFER TO STRUCTURAL
DRA WINGS
---
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0:::
W
9-
<0
,-
I
I
EX 24"X48" SD CB
TO BE REMOVED
RIM= 433.46
SUMP= 429.71
5T
6"SD
EX 8"SD TO
BE REMOVED
TYP
FFE=
EX CO TO BE REMOVED
EX 8"FL= 433.8:1:
C>- CONSTRUCTION NOTES
1. REMOVE MANHOLE, PUMP, RECEPTACLE, AND CONDUCTORS AND RETURN TO OWNER. PROTECT EXISllNG ADJACENT FIRE SPRINKLER SUPPLY UNE.
REMOVE CONDUCTORS BACK TO CLOSEST. JUNCTlON BOX. ELECTRICAL WORK SHALL BE PERFORMED BY A UCENSED ELECTRICIAN IN ACCORDANCE
WITH SPECIFlCAllON SECllON 26-01-60 - MINOR ELECTRICALDEMOUllON.
C>- CONSTRUCTION NOTES CONT'D
13. INSTALL TERMINAL BACKWATER VALVE FLUSH WITH MANHOLE WALL ON PIPES INDICATED.
14. CONSTRUCT 2"PSD WITH CONllNUOUS SLOPE FROM SPB No 1 UP TO BLDG CONNECllON POINT (NO HIGH POINTS). PROVIDE 45" BENDS AS,
NEEDED TO A VOID CONFLICTS WITH OTHER UllUTlES AND STRUCTURES.
15. REFER TO ELECTRICAL DRAWINGS FOR POWER SUPPLY, CONTROL CABLE ROUTlNG. CONDUIT, AND CONNECTlONS TO THE BUILDING AUTOMAllON
SYSTEM.
16. CONNECT TO EXISllNG PIPE USING SHIELDED FLEXIBLE TRANSIllON COUPLING AND CONSTRUCT VERllCAL TRANSIllON AS NEEDED USING 45"
BENDS. FLOWLINE ELEVAllONS SHOWN ON PLANS REPRESENT PROJECTED FLOWLINES AT 15" WYE ON MAINUNE.
N 887 11.17, E 4252248.59
END TO
RIM= 433.26
TO FL= 432.59
lL. CONST TO 34.7 LF
ffi S (TO FL)= 0,0060 FT 1FT )
P- I
I' N 887377.64 E 4252246.63 ~
CONST 4"SD 29.2 LF I CONST SD TOSB No 1 C-501
I RIM= 433.26
S= 0.0100 FT FT . I 6"FL W (IN)= 432.36
6"FL S (OUT)= 432.16
CONST 6"SD 9.5 LF
S= 0.0080 FT /FT
1~1_~<f8
N 887400.62 E 4252264.77 4 15
INSTALL SPB ND 1 (-501
("") RIM= 433.44
'Y v /\y ~^7 4"FL W (IN)= 431.46: v 'v v
" ,/ ~ / "" /~ / ',/', 4"FL E, (IN)= 432 46' {l\, /, /, /, / .
/...... /' ^ / /, ,~ /, '^ ,,' ^ ^
. 12 ',/x" x, / /x, /'X:, /,(, 2"FL. S (OUT)=43t84" / ,,/v, /v.... /v, /
N 887408.78, E 4252269.0$ 6
END
RIM= 433.41L Fr-
TO FL= 432.54 i
CONST SO TO 8.6 LF
S (TO FL)= 0.0060 FT /FT
PRIOR TO ORDERING MATERIALS AND PRIOR 0 CON RUCTION, POTHOLE TO VERIFY LOCATION, ORIENTATION, AND ELEVATION OF EXISTING PIPE AT CONNECTION
POINT. NOTIFY ENGINEER OF DISCREPANCIES SElWEEN FIELD CONDITIONS AND PLANS 1.WEEK PRIOR TO STARTING CONSTRUCTION.
4. CONNECllON POINT LOCAllON AND ELEVATlON ARE UNKNOWN AND ARE ASSUMED BASED ON AVAILABLE INFORMATlON. PRIOR TO CONSTRUCTlON,
POTHOLE WITHIN A 20' RADIUS (AS NEEDED) TO VERIFY LOCATlON AND ELEVAllON. NOTlFY ENGINEER OF DISCREPANCIES BETWEEN PLANS AND
FIELD CONDlllONS. CONNEC110N ELEVATlON SHALL MATCH EXISllNG PIPE ELEVAllON AND NEW SD SHALL MAINTAIN MINIMUM PIPE SLOPES SHOWN
ON PLAN. PROVIDE FITTINGS, AS NEEDED. TO TRANSIllON TO EXISllNG PIPE SIZE AND LOCATlON, MAINTAINING MINIMUM PIPE SLOPES SHOWN.
5. REMOVE EXISTlNG 8"SO BETWEEN POINT"A" AND POINTns". ANY EXISllNG STORM DRAIN LATERALS DISCOVERED DURING REMOVAL SHALL BE
RELOCATED, AT THE DIRECTlON OF THE ENGINEER, AS A CHANGE TO THE CONTRACT. NOllFY ENGINEER 48-HOURS PRIOR TO START OF THIS
WORK.
6. INSTALL PRE-SLOPED TRENCH DRAIN SYSTEM IN CONCRETE ENCASEMENT. REFER TO DETAIL CjC-501 FOR TYPICAL SECllON. COORDINATES
SHOWN ARE APPROXIMATE. COORDINA TE FINAL AUGNMENT WITH CONCRETE JOINllNG PLAN. SEAL TRENCH DRAIN WALL PENETRA TlON
WA TERllGHT.
7. CONSTRUCT PIPE PENETRATlON THROUGH .RETAINING WALL, MAINTAIN MINIMUM CLEARANCES FROM REINFORCEMENT SPECIFIED BY STRUCTURAL
ENGINEER. INSTALL FLEXIBLE TRANSITlON COUPUNG WITHIN 12" OF WALL CROSSING, EACH SIDE,
8. CONNECT TO 2" PRESSURE SANITARY SEWER STUB PROVIDED UNDER THE CABELA'S BUILDING PACKAGE (NIC). REFER TO CABELA'S BUILDING
PACKAGE MECHANICAL / PLUMBING PLANS FOR CONTlNUAllON.. COORDINATE LOCATlON AND ELEVA110N Willi BUILDING PLUMBER.
9. RETAINING WALL FOOllNG ELEVATlON SHOWN IS APPROXIMATE. Ai~D MAY VARY DEPENDING ON FIELD CONDIllONS. REFER TO STRUCTURAL
ORA WINGS FOR FOOllNG DEPTH REQUIREMENTS AND STEP LOCA TlONS.
TYP
CONST SO TO 22.1 LF
S (TO FL)= 0.0060 FT/FT
N 887378.32, E 4252265.49
END m
RIM= 433.41
TO FL= 432.62
N X887400.26, E 4252268.06
CONST TO SIDE OUlLET
TO RIM= 433.41
4"FL/TO FL= 432.49
CONST 4"SD 3.3 LF
S= 0.0100 FT FT
N 887302.56, E 4252253.24
2"PSD BLDG CONNECllON
TO SANITARY SEWER
2"FL= 434.96
N 887377.59 E 4252265.99 ~
CONST DOWNSPOUT CONNECllON ~
4"FL= 432.46
11. EXTENTS OF OWNER FURNISHED OWNER INSTALLED TRASH COMPACTOR.
12. FACE OF LOADING DOCK. SEE SHEET NOTE 6,
S= 0.0100 FT/FT
LOADING DOCK STORM DRAIN PLAN
'5SA<~E: 11\= Ie!
NOT TO SCALE
-
BALZHISER
& HUBBARD
ENGINEERS
MECHANICAL
.
ELECTRICAL
.
CIVIL
.
SURVEYORS
100 WEST 13TH AVENUE
EUGENE. OR. 97401
P: 541-686-8478
f: 541-345-5303
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DATE
10/15/2010
DESIGNER
GTL/TLG
PROJECT
2100-022-10
FILENAME
2100-022-10 _c-401.dwg
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NEW LOADING DOCK WITH
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Drawn By: RPK
Date; 08/05/1 0
Sheet Number:
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SEP 2 1 20tO
Final Submittal il;zt:.
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Page Date: 8/5/20104:43:26 PM
II of 17 pa~S
Plant List (Replacement plants for Pacific Power Easement)
Qty. Botanical Name Common Name Size Comments
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(10) WHITe ROCKROSE
II
(7) MOUNT VERNON
LAUREL
~
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(4) BENNERUP BLUE SIB IRIS
(3) CHANTICLEER PEAR
(5) MORNING LIGHT GRASS
(4) MEXICAN ORANGE
(11) HEllER HOLLY
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(3) PACIFIC SUNSET MAPLE
(7) DAVID VIBURNUM
(12) MOUNT VERNON LAUREL _
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(5) AUTUMN JOY SEDUM
(1) PACIFIC SUNSET MAPLE
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(4) TUSCAN LAVENDER
(7) MOUNT VERNON LAUREL
(3) CRIMSON SPOT ROCKROSE
(7) HAMELN FOUNTAIN GRASS
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(3) CRIMSON SPOT ROCKROSE
(3) PACIFIC SUNSET MAPLE
(9) HAMELN FOUNTAIN GRASS
(14) MOUNT VERNON LAUREL
(13) MOUNT VERNON LAUREL
(6) CRIMSON SPOT ROCKROSE
(4) PACIFIC SUNSET MAPLE
fl
(3) CRIMSON SPOT ROCKROSE
(6) HAMELN FOUNTAIN GRASS
FINAL SITE PLAN
SEP 2 2 2010
planner: /I ~
Date Received:
SEP 2 1 2010
Final Submittal t2
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(8) DAVID VIBURNUM
(5) AUTUMN JOY SEDUM
(1) PACIFIC SUNSET MAPLE
,
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- (6) CRIMSON SPOT ROCKROSE
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(2) PACIFIC SUNSET MAPLE
(10) MOUNT VERNON LAUREL
(5) CRIMSON SPOT ROCKROSE -
(15) MOUNT VERNON LAUREL
(10) DAVID VIBURNUM
(4) CRIMSON SPOT ROCKROSE
(4) PACIFIC SUNSET MAPLE
(5) HAMELNFOUNTAlN GRASS
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PLANT LIST
Qty. Botanical Name
Common Name
Size
Comments
TREES
13 Peer rubrum 'Autumn Blaze' Autumn Blaze Red Maple
13 Peer rubrum 'Red Sunset' Red Sunset Maple
67 Peertruncatum xh;er platanoides'Pacific Sunset' Pacific Sunset Maple
16 Pyrus calleryana 'Chanticleer' Chanticleer Pear
I
Matched, evenly branched
Matched, evenly branched
Matched, evenly branched
Matched, evenly branched
2"cal.
2"cal.
2"cal.
2"cal.
SHRUBS
12 Berberis buxifolia 'Nana'
8 Ceanothus concha
30 Choisya ternata
41 Choisya ternata x arizonica 'Aztec Pearl'
30 Cistus hybridus
83 Cistus ladanifer
45 Cistus purpureus
7 Comus sanguinea 'Midwinter Fire'
11 Cornus sericea 'Is anti' -
10 Daphne burkwoodii 'Carol Mackie'
4 Deutzia Gracillis
16 Fothergilla major 'Mount PJrj
64 Ilex crenata 'Conve.xa'
88 lIex crenata 'Helleri'
19 lIex crenata 'Hem'
17 Skimmia japonica
23 Viburnum carlesii
221 Viburnum davidii
39 Viburnum tinus 'Spring Bouquet'
,
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.
5 gal.
5 gal.
5 gal.
5 gal.
Dwarf Magellan Barberry
Concha Ceanothus
Mexican Orange
Mec Pearl Mexican Orange
VVhite Rockrose
Crimson Spot Rockrose
Orchid - Rockrose
Midwinter Fire' Dogwood
IsantiRedtwig Dogwood
Carol Mackie Daphne
Slender Deutzia
Mount PJry Fothergilla
Convex Leaf Holly
Heller Holly
Hem Holly
Japanese Skimmia
Korean Spice -Viburnum
David Viburnum
Spring Bouquet Viburnum
16 female, 1 male
,
PERENNIALS
51 Hemerocallis 'Stella d'Oro'
42 Iris sibirica 'Bennerup Blue'
44 Lavandula angustifolia 7uscan'
,
Stella d'Oro Daylily
Bennerup Blue Siberian Iris
Tuscan Lavender
1 gal.
1 gal.
1 gal.
No Substitutions.
Source: 541-746-7178
,
, 6 Perowkia atriplicifolia x abrotanoides 'Little Spire' Dwarf Russian Sage
20 Sedum 'Autumn Joy AutumnJoySedum
, 1 gal.
1 gal.
GRASSES
12 Calamagrostis acutiflora 'Karl Foerster"
121 Carex buchananii
30 Miscanthus sinensis 'Morning light'
106 Pennisetum alopecuroides 'Hameln'
2 gal.
2 gal.
2 gal.
2 gal.
Karl Foerster Feather Reed Grass
Leather Leaf Sedge
Morning light Maiden Grass
Hameln Fountain Grass
,
FERNS
16 Polystichum munitum
Sword Fern '
2 gal.
GROUNDCOVER
180 Galium odoratum
25 lonicera pileata
373 Prunus laurocerasus 'Mount Vernon'
Sweet Woodruff
Privet Honeysucklet
Mount Vernon Laurel
4" pol
2 gal.
1 gal.
Plant 18" O.C.
PLANTI.NGNOTES
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"JN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE
ARCHITECT.
5. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE
TREE PLANTING DETAIL
I RRIGATI'ON" NOTE
IRRIGATION SYSTEM TO BE INSTALLED IN ALL LAWN & 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 (RAlNBIRD 1800 SAM-PRSSERIES OR APPROVED). ALL VALVES TO BE LOCATED IN
UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED IN
WEATHER PROOF LOCATION.
r,
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(3) HAMELN FOUNTAIN GRASS
(14) MOUNT VERNON LAUREL
(4) PACIFIC SUNSET MAPLE
(7) CRIMSON SPOT ROCKROSE
LEGEND
(
EXISTING DECIDUOUS TREE TO REMAIN
+
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, EXISTING CONIFEROUS TREE TO REMAIN
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PROPOSED TREES, SHRUBS, GRASSES
AND PERENNIALS
II
EXISTING LANDSCAPE AREA TO REMAIN
~~t~~~~
PROPOSED LAWN (SOD)
[iJ
PROPOSED 4' DIAMETER MULCH RING
CENTER ON TREE
PLANT LAYOUT DETAIL
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-
WHERE PARKING SPACE ABUTS
./ PLANTING ISLAND LEAVE 18"
// FROM FACE OF'CURB TO EDGE
OF PLANTING. '
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SCALE 1" = 10' - 0"
ue>te1'UFeEr> ..
OR CXMPACrEC> et.ec'i1RAt)E
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(20) MOUNT VERNON LAUREL
(10) HAMELN FOUNTAIN GRASS
(9) CRIMSON SPOT ROCKROSE
,
\
-
(2) PACIFIC SUNSET MAPLE
(6) MEXICAN ORANGE
____ (9) MOUNT VERNON LAUREL
(5) CRIMSON SPOT ROCKROSE
(19) MOUNT VERNON LAUREL
(3) PACIFIC SUNSET MAPLE \
(7) CRIMSON SPOT ROCKROSE
(22) MOUNT VERNON LAUREL
(4) PACIFIC SUNSET MAPLE
(4) HAMELN FOUNTAIN-GRASS
(5) CRIMSON SPOTROCKROSE
\
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(3) TUSCAN LAVENDER
(8) 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
I
TREE PLANTING DETAIL
~f8s:>& ~ ~~
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FINAL SITE PLAN
p~~
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SEP 2 2 2010
planner: (J ~
Tf&! &TAI<E&
O..F...2' x.2' x 6'
HJLCH
'I'flE& TiD
GrOll &ttafgt* or approved
tt1PoRrANT~
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bef'<<e backlllJrns..
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PNpare ~ to pNWnt ....tfrne
!
1
2x diameter
of rootbalJ
Date Receive
SEP 2 1 201
N01'fk
ae1OY& 1'ME TtE& AT CNE 'YENt ~
+ LANDSCAPE ARCHITECTS +
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Revisions
# Date Description
9.21.10 Modified Site Plan
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l~ of 17paCfS
IRRIGATION
Section 02850 - Page 1
IRRIGATION
Section 02850 - Page 3
IRRIGATION
Section 02850 - Page 5:
12. Attach pipe and hold togetherforfi"~ ,(~) seconds oturrtil pipe will nQtback out.
13. Wipe eXcess cem~nt from outside 'Of joint.
14. Snake all Unesto al19W for~ontractio'n.
3.08 SLEEVE INSTALLATION
A; Installed under ,separate contract.
3.09 MANUAL DRAINS
A. Install at lowest points in ,main line, set plumbatlocatlons indicated on,drawlngs~
B. Discharge:dlrectlY i.o.to sumps of one cu~lc foot pea gr~vel.
C. Cover s.ump wlth4-mJl plastic or aSl?haltl~ Pape,r.
D. Connect to' main using a,2Q nipple,.elbow1and 611nippleparaUel to pipe'to allow for vertical
movement. '
3.10 Ti-:RUST BLOCK INSTAlLATION
A. Install minimum 2 cubic feetconcreta thrustblOckSatall Corners, tees. and stub. outs on pipe
over 2 inches In diameter.
3.11 VALvE'lNSTALLATION
,A. Install plumb and square and aCCQrcllng to manu~clurer'$recommendations.
B. Where pOssible. allow for 4" clearance. between bott9rTlofvalveand valve:sump atAutomatib
Co ntrof ValVes. '
C. Clearly: and permanently label each Irrlgatl~nzone valve with the zone number that
corresponds to number In irrigatloncontroller terminal.
3.12 VALVEB.QX INSTALLATION
A. Install plumb and square and flush with finish grade. ProvldessfolloW$ atall,Automatlc
Control Valves.
s-. AdJacent Automatic ControlValves may be ganged together In same box proViding all other
specified requirements ca n be achieved .
C. Provide minimum 12"deep.gravetsump below valv~ bo~.
D. Permanentlylabelvalve type and,zonenumbet(s) on Inside ofvaJvebox lid.
3.13 MANUAL DRAIN 80X INSTALLATION
A. Install pliJmband squareandflush'with finish grade. Provlejeas follows at manual drain valv~
B. Provide minimum 12" deep gravel sump below valve box.
3.14 .DOUBLE OHECK VALVE BOX:INSTALLATION
A. Install plumb, square and top flush with finish grade. Provide as follows:
1. Prov.lde minimum 12~ deep gravel sump below valve box.
'2. Mhilmum clearan~ from valve sides to box 186" each sidel, 6" top and bottom. 3~each
e~ ' ,
3.15 VAlVE-SUMP
A.Provi~ minimum one cubicfooto:fspeclfied pea gravel beloweschvalve~
3.16 SPRINKLER AND, RISER ASSEMBLY INSTALLATION
A. Generalz Install plumb.lnstallspraytlead6" from adjacent buildings and 'retaining wall or
-..ith in 3" of adjacent pavement, curbs, header boards or planting 'edge
13, Flush Mounted Sprinkl,ers: Ins1all f1u,shwithtoPQjl08m or MUlch atlricationsshpwn o:n
DraWings.
C. II1Stal1 heaQ wrench:'light.
D. Install where shown 01) draWings.
END OF SECTION
IRRICA TION
Sa'1ion 02850 - Page 7
E! Should bac!dill show seftlement during guaf~niee period, bring area back to grade wiih
compacted fiU,and replace any settlement damaged construction and planting.
'F. Do all backfilling nece55aryto bring all surfaces to finished grades;
G. Wet and tamp earth in layers not over 1211 thick until thoroughly packed and settled.
H. i:3acldill the top 211 of,trench~s in plant bed area .With loam or native soil free from roc.k~ 3/411 or
larger.
I. ,Dlspo$e of excess excavation off site,
3.22 ADJUSTING AND BALANCING
A. Adjust 'and balanc.~ the system as each section is completed toprovlda t.mifotmcovera~to
all areas.
8. Demonstrate 10 the OWner's Represenlatlvethatthe system'ls In operating oondtuon.
3.23 RESTORATION
A. Retumalldisturbed areas to original oondltlonsafter lnslallatlon Is completed.
B. Replantor replace any materials removed during construction.
3.24 PROGRAMMING
A. Prepare and Submit for approval the irrigation controller',progralTiS:SpringlSummer,
Surnmer, Su mmer/Fall.Coordinate programming with Owner's Grounds Supervisor.
B. Include: zone start tlme,watering duration, 'day of week,. repeat cycle mode, program mode.
3.25SY$TEM DEMONSTRATION
A. TesLsystemprior'todemonstration.
B. At completion of work provide qualitledand trained personnel to demonstrate operation of the
system and instruct OWner in operating procedures.and maint&nance.
C. Individual performing d,emonstratiQI1~hallbe fullY knowledgeable of all operating and servic,e
aspects of system. ' ,
3.26 CLEANING
,A.. Keep .the premises reasonably free fror:nsccumulation of debris.
B r Remove all excesS eXcavatiOn .or backfilling materials from site ,and~,lean' all improvements
s.6i1ed bYWoi'k of this S(3Ction.
C. Remove all debris, equipment, and surplus materials, and leave the premises ina neat and .
orderly condition at the completion of the work.
SECTION 02860
IRRIGATION
F. VALVES.
1. Shut-Off Valves:
Bronze (Xlnstruqtion;. Globe type, 125 psi-rated, threaded connections I with Gross: tyPli:!
operating handle d~gned to receiv? specified pperaUng I<ey.
Manufaoturer: NI~oo or approved.
SiZe acoordingto GPMandPSI constraints at paint of valve !oca1ion With velocitynoUo
exceed 5 FPS. .
~. Drain Valves:
122 M %" brass manual globe drain valve
G. VAlVE BOXES and COVERS
1. Zone Valves: Ametek 12STD complete. each with locking lid.
2. Drain Valves: Ametek, 6 or ,1 ()~ Round
3. Double Check Valve: Carson Vah,e, Box with lock down lid, MooeI1730;.1s"3PL .
4,. Vac.uum Relief Valve: Arnetek 6." Round
H. VALVE BOX KEY
Designeqto work with IPcfting lid Of! specifiedva've:bo~.
I. CONTROL WIRE
Provide according to manufacture~swire scheduie for valve specifications. 14.gauge
minimum. Type AVG"UF; bearipg U.S. appr:oval.
J. WIRE CONNECTIONS
3M 8rand, DBY. Direct Bury Splice Kit.
K. IRRIGATION CqNTROLLER
Irritrol TC.Size. per system size
L UTILITY LOCATOR TAPE
Approved, m~tallic:brand;
2.048ACKFILL MATERIALS
A PEA GRAVEL
Maximum ~ize 1lt: round water WOrn , free of organic matter or qther del,et~rious material.
B. SAND
Coarse river sand. Graded in accordance Wit~ASTM C136 wtth 100% passing through a No~
4 sieve, free. of organic matter or other deleterious materlaI.
C. LOAM
Imported, natural; fertile: friable sandy loam wi1h at least ,1 0 % humus; fr.ee of rock. clay
subsoil. clods, lumps, plants, roots.stlcksj weeds, seeds'and .othe,rcleleterious material.
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 that surfaces and structure to, receive work specified herein are: accurately sized and
located. sound. secure: true. complete; ~ndotherwiSep(operly prepared.
B. Priorto starting work: notify General Contractor andOwner's Representative of defects
requiringcorraction. Do notstart:work until condltionsara acceptable.
3.03 PREPARATION
A. Review layoutrequiramentswith' otheraffect,ed work.
PART 1 GENERAL
1.01 RELATED SECTIONS
A~ Section 02300 -Landsca peEarthwork
B. Section 02900 " Planting
1,02AL TERNATES
A. Refer to ~on 01930 Alternates for p~lbI.f) ~ffect on WQrk ofthl$Section.
1.03 . SYSTEM DESCRIPTION
Electric solenoicJ controllecl underground sprinkler ~ystem of PVC pipe and fittings. w\1h pop-up
h~ds; Work il1clLJdes installation of new shrub and lawn zones; Installation of new ccmtroller and
'backflow prevention dev~ce: Power supply will be provided uhderthis contqact.
1.04 DESCRIPTION OF WORK
A. ProvIde all labor. materlals.and.equlpmentrequlred to complete'the design and Installation of
irrigation system as shown on Irrigation Plan.
B. Protect active, plpe$ ~n'countered; notify pipe pwners.
C. ,Repair or replace, uUlltyUnes damaged by wol'k. oHhls ~ml,on at Corrtractor'$ expense.
D. Protect persons and property against damage and discomfort caused by dirt; clean as
necessary and when directed.
1;:. Exi$'UngPlants. and Tree$': ProteCt against damage.
F. Other Work: Profecf,other wol'k.against damage and discoloration. caused by work oHhis
sec1ion. " '
G.Acquire all necessary permits.
1.05S,ITE CONDITIONS
A. Verify ground dimensions and water pressure priorto construction;
8. Notify General Contractor and Owners Representative of discrepancies before beginning
work.
C. Irrigation $Ie~ves tQ be Installed by OICQordlnated by general contractor.
1.06 .QUALITY ASSURANCE
A. Contractor ll1ust be licensed und~J Oregon Revised Statutes an~l:flave at least two years
priorexperlencepnslmllar SCOPe, proj~cts. '
1.01 REVIEWS
.A, Request the followingrevJews by Owner'sRepresentaUve 72 hou rs in advan.ce.
1. Pressure Test and Installation Review,
Upon completion of main line, with aJlvalves installed! prior to backfilling, and at least
one hour after the hlghestattalnablestatlc pressure has been ~hleved.
Owners Representative will review all pipe/ fittings, joints, fhrust' blocks1bedding, valves
and other materials for Installation, and watertightness;
Repair:alllealcsl and/or defects as directed.
After pressure test acceptance. begin backfilling and/or assembly of zones and all, other
system components
2. System Operation Review
After backfilling, completion of zones and assembly of all other system components;
adjust nozzles, balance and test entire system under normal operating pressure.
IRRIGATION
Section 02850 - Page2
IRRIGATION
Section 02850 - Page 4 .
IRRIG/\ TION
Section 02850 ~ Page 6
Owner~ R~pr~sel1tative wil! fEWiew:assem~l.y:insta!lation: and operatioll of system to
detennlne'lfwateraiforded all areas Is comprete, adequat~,and uniform.
Make adju$tm~nts to system as dir~(3d!
1.0& COORDINATION
A, Coordinate with other trades affecting and affected by work olthis Section,
.1.0~ ENVIRONMENTAL CONDITIONS
A. Temperature ofmating surtaces of plastic pipe and fittings to be between 400 Fand fOOoF.
B. Do no PVC Solvent Welding In rainyweath$r ~xceptunder cover,
1.10 DELIVERY. STORAGE AND HANDLING
A. Store packaged materials in manufacturer's original containers with legibl~ labels intact.
Protect against moisture.
B; store plastic pip$' 00 ~rml l~veJ support; protect ~gal,nstdiract Sunlight.
C. store plEistlc plpece'ment Incoollocatlc>n.
1,,11 WARRANTY
. A,. WerrantyaU material for ~minjlTlum ofonsye'ar a.fter d~1e of subs1ai11ial completion. or
longer 'If manufacturer fumishesa lon~r guarantee.
8. Cprrectimmediately,anyfaiture.,cause.d by poor material or workmal1$hlp during warranty
period. "lmm.ediately",sh~1I mean from 24 to 72 hOUIS,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,specified heJeln.
8. Simiiar~terial~ must b~ produc1s of one' manU,facturer unlessotheJWiseapproved.
2.02 IRRI(;ATIQNMATERIAL
A. PIPE. FITTINGS AND SLEEVES , '
1. PVC(POIyvinyIChloride) Type 1,NSF'approved as per ASTM-DL784, DL785i 0"2242.
and Product ,Standard 21nO.22~70. All PVC pipe to be continuouSly marked witl1the
manufacturer's name, kind of pipe. material I IPS/class. or schedule. Class200
1hroughout PVC fitlings'1o baSchedule 40. solvent-weld 1ype, Malo. lines (con$1ant
pr~ureplpe) 4uand larger connections ,to be made Ylith 11011 ring fittingsorgasketed
fittings. Sizes 3" and, smaller-to be solvent. weld connection type' fittings.
2. . Sleeves: Schedule 40'throughout.
3, Swing Joln:t Pipe and Ftttings:As,detaUedor: 15allllnlmumaSwlngpipea oraFunnyplps-
withtranSfet barb 90 ellsatbothends and a marlex ell below the irrigation head.
4. Galvanized Pjpeand Flltings:S1andard weight,hot"diPPed: galvanized and threaded.
B. pVC SOLVENT CEMENT
1., NSF' appro~edsolventforClaSs1245-B&C PV~: 1hrough 4'" ,
2. Conforrnto ASTM D~2564. Industrial Polychemioql service Co.flnc., No.7050r711 PVC,
C. CLEANER AND PRIMER
1. Industri~1 Polychemlcal Service C().~ Inc., No~, P-701or type as recommended by PVC
Pipe ~nufacturer.
D. BACKFLOW PREVENTION DEVICE
1. Wilkins Series Model 950XL .or approved equal. 1 %1:.
2. Intatlpermanufacturuer's $peclficatlons'
3~ ModelS must reapproved by the State, of Oregon Health Division.
8~ Coo~dinate Ipcations of piping to: minimize cqnflict, w~n other work on this Project and oj!1er
work previously Im~talled.
C. System layout is diagrammatic. If field measurements differslighiJv from ,Drawin{J
dimensions, modifywotk as required for accurate fit (fmeasuremenls differ subStantiedly,
notify Owners Representative prior to installation.'
3.04 BACKFLow INSTALLATION
A. Insta,lIation by 'icensed plumber. Ccirnp.IV wittla!l plumbing co~s~
3.05 TRENC,HING
A. Excavate trenches wlthunlform bottom and remove aU ,rocks andsh.arpobjee1s to provide
firm. even, clean base for pipe. .
B. AlloW for minimum'18" CQver. Qn main lin~s!i:1nd 12u 9Qver PO IQt~ralllnes.
C. At Plant Beds:
Stockpile excavated material for ba,ckfilllng t.renches,.
D. Excessexcavation:whe.re excavation iscali'ied to excess, leve,ls; ~ckfillWith specified Sand
tci,Proper le'lel$.
E.Water and frost:
1 . Keep trenc.hesdry and fros.t:-free.
2. ,provide a!1doperate pumpingequipmentesnE;IDeSSaf1 tp ~~p ~xcaYations free fi:orn
standing water.
F. Existing vegetation to ~mail1:
1. Protect against damage.
2. Cut-no roots over 3!J in diameter without approval of OWner~s Representative.
3. Make all cuts clean. straight, at rightangles to' roots.
4. Replace any damaged plant material.
J;. Compact ~rth under pipe at sprin~!er h~~ds,tQPr.event settlement from pulling sprinklers
be.low grade. ' ,
3.17 CONTROL W1RElNSTALLATlON
A. ;:::,:derior:
E. SPINKLER HEADS
1. Make: and ,models shown on drawings, J118nufactLJred by Ralnblrd.
3.06 PIPE BEDDING
A. Mainline:
If soil Intrenches Is not free of rooks, provIde uniform bearingsurfaoe of specified Sand; 211
minimum depth and free of rocks and sharp objects under entire length of pipe.
B. Lateral line:
Clean native SQJI pr loa,m.
3.07 PIPE INSTALLATION
A. General: FollQw ~nufacturer's in~tructions.
B. Minimum cl~arances' between lines:
1. For 2" diameter and smaller-pipe: 2- clearance.
2. For2112" diameter and larg~r pipes: 4" clearance.
3. Between itriQation and .oiher serVices: 4" 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 Iolnts.. ,
4. Wrap'jolntswlth Teflon tape.
S. Cemented PVC Installation
6. Follow manufacturer's instruciions.
7,. Cutall pipe square and remove burrs.
8. Chamfer all outside edges of pipe.
9. Clean and dry ends of pipe to.be joined.
10. Apply primer solvenUoboth pieces of pipe to be joined.
11. Apply cement-to both pieces of pipe to be joined.
B. Bury w1fe$ beside pIpe In ,~rrietrench.
C. Bundle multiplewires.tog!9therwith-tape at 5 ft. maXimum intervals.
D. Provide 728 loop in Wires ateach v~ivewhe~ controls are connected and at 1 00' m~mum
{n1ervals between.
E. Mal<eelectrlcalJQinb~ waterproof using specifiedconnectQfS.
F. Enclose ALL JOINTS, in specified valve boxes.
G. Use coQl?dal1d labelf3Q wires for~~Ch valve;
3.18 CONTROLLER INSTALLATION
A. Mount controller as: per owner or owner's representative.
S; Clearly and leglplywrlte':in thespaoe provld~dj.n the controll~ra verbaldescriptiqn Ofth.e
location for eachirrlgation zon~. .
C: Mountand wire as shown by manufacturer.
D. Run lo~voliage control wires,ln schedule 40 P\lC irrigation pipeto'I28 below grade.
l;. ProvldePVCcondults asne,cessary Whereturnln'g corners.
F, Make alfsplices with specified connectors.
G" Makeall:spllcesln a valve box.
H. PrOVIde an extra coil of each wire at each splice to allow for pontractlpn Of wire due to
1aniperatu~~~ttle~nt'ofbaqKfll'.
I. Install,.securel and plumb.
3.19 PRESSURETESTS'
A. Cap off eleCiriQ valves aoO teSlt With a pressure pump after Installing and, backfilling the maio
line,
B. Maln1aln 100 psi minimum pressure for at least one hour without leaks ,or pressure loss;
3.20 FLUSHING
A. After piping, risers, and valves 'are installed, bl,.ltpriortoinstalling sp,rinklet heads and
backfilllng,op.an Valves and thorotifJhlyflush piping system under full water head. Maintain
flushing for three (3) minutes.
B. Gloss all valv,es and cap all risers immediatelyaftedlushing. Use onlyPVC thread.ed pipe
cap. Leave capped until installatIon of heads or nozzles. .
C. FILJ$h a second time atle'r installation of sprinklers. ,Rernov~ nozzles~ flush und~r full water
head for thr~ minutes. and Immediately reinstall nozzles,
, $,21 . BACKFILLING
A. Remove debris, sharp rocks. and decayable matter from areas to be' filled before proceeding.
8, If native ,~i1 i;3 not free 'of ~CI\5.then cover mainUlJa pipe with 4" s~Gifiedsa(1cl and place
, specified utility locator tape,theentlrEllengthQfaJl mainUne pIpeS.
C. FUI remainder of trench with stockpiledmaterialor'Loam at plant-beds arid lawns,. as soon ,as
'feasible aftar Owner's RepresehtaUve'sJnslallaUonrevlewandacceptanca of pressure test
O. Compact fills in maxlmulT16it lifts. Compact,tc;rma'tch cjensi.ty'ofsurroundin,g material.
FINAL SITE PLAN
SEP 2 2 2010
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