HomeMy WebLinkAboutPlan, Final APPLICANT 4/16/2008
.EXt WW MI:f 01J3.
RIM = 431.79
Fl 8" IN N. = 425.99
T~rW: C~i!:g~~>, ,,' ,G A v A ~ vi ~ 0 A ) A,,>:~:::<:;,:::~'/'::::~*d"':, ~~2!2~:~,:~::1~~:;;,,:.,,;>\~'~:H::;~':,,:
f)<. Sf CLJI511 -1---4" c---------4" c-----.---4- c---------4- C--;. RrJ ~1~~~ -4- C----1----4- C- ~~$T- ~1:~C- -~~
TC!RIM = 431_03 In FL 8" IN N, = 426,21 II RIM - 431.89 ~
INLET = 430.53 '" a: ~rZ~ iFs ~~= TO EX Fl 8" IN W. = 425.83 I I Fl 12" IN W. = 422.79 ,I
~. WW ~H 1)002 FL 4" IN N' = 428.68 ?: FL 12" IN E. = 425.61 3: Fl 24" IN E. = 422.79
RIM = 431.17 FL 12" IN N. = 424.18 I 0 WALK AND CU~ AS lS FL 12" OUT S. = 425.49 'NI Fl 24" OUT N. = 422.49 lnl
~~: ~N.~- = :::iJ FL 12" O~JM~ ::: t;:,.gj 1--12- w---------12" w-----t ~I~AJ.. -------12" W-------12- W- WUW <i> --12- W-----12- W- ~__
I "in WI i W I~
i ~. . . ~~l ,
'N -- __ b _--- ~ I 89-56tOO" Et 86.62t ---_ ;: ~~ :;
..... -- __ 0 ,..- .......... "It <0
-'OHW-. I ~E F80~lON FENC ING- .........., I 'ix, I w
------8" WW-------8" WW----- -- -. ~~POSED PY'2~~l:-~~=.::-;y\ ~;/.... u .vV't J n.V----~.:-;;: ;.,8,~:~~~}..::.:~y.~~" ~:"':::1--12,,IWW- ~ 12" - S 12" WW
I- -----OHW-----, -OHW----,-----OHW-----~.~..~~..+:),~O~W~~L . -+OHW - OH - -
--F~---F-~~.. F-lIJ.. ~ --~ ~i I",:"': ') ( ICVIJr9IC,,? ~ t 1 ~ L.. \ I IT] ~
:::f '-~. 't'~''';~ 8"D~. I WM.W~--2W--;; 'N 6W--- lET I
-- ... 4.;~fl l. s" r,-c .-
//fD / ~ECIDU~:SST- -=-- _'2-~ --;2"ST-iL~~~~::7A\-C~ --,2-ST--:r----1~-ST--~~~E6:~~:~\-- ST 24"ST~
"t): 4- 432.44 PROPOSED 1 1/2. WATER LINE ---- ~ m I ACP .
/ 10" DECIDUOUS~ // ~ 0 I
43-:tQ1" ~- I V t..J ~
-----8" ~OSED~~TRC~ -// EX. S1 CB,^ ~, ~ ~ I
Sf__ ACP tt RIM = 431.09 " ~ I l ~
------8" FL 6 Q rW. = 430.39 " L5 I t
Sf - _ __ uMp = 428.44 2 ~QUlRED PARKIt'l~ ,epA~ES h 6" DECIDUOUS
~-;rT ----6" ST----~ " ' DEDICATED TO JUST ~REW IT EMFLOYEES 432.31
WAMuO 6 ST- --------6" ST-~ 3: ~)I
SIGN In TAX LOT 11 l) ( ~OSEp 6' STOFEM ~ ,. !I
· W~u CUSToMER MAP 17-03-1 .-33 ACP "'!tILl
. ::.r1:(: : PAR1<ItlG ~'\. )0\ ~ 11' , ~'-6 ,I ACP
/ -u- , , # #. - I 3" DECIDUOUS
~~ ~ ~ ~ ~ ,11 :<;:~~:.~:~ ~ U' !. ~II t='feOPOSEp LAU.N
::;; L ." >"".:"
II II II II ~~__. ~_' r'[__---~ ~ ~~ I
.';. ~~5 E~:' , ! ~~~ ~.~S~ ACP IIE;:,:;;~';:;i:;\;'
~ ~ ~ 1l'Zl FEET 01= ST Ao~I" (!" ; ~:.~~;p.:; TAx LOT 900 >{::;
La.. I. ':..:'..: .:'.. ~~- : .:..1: MAP 17-03-15-$ >{.:.,::'~
.,~_ ..... CU~.~. :.~. .'r<
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- I ~L~
: '. :":.:' :::.. ~..:::. '.,:. : :r" ~ r- CONCf'iETE :..~~:::~ ..:..~,
~.. . ; -. :: : ':'. . .;" ,~,:'... ....~ I PEDESTRlAN WALK . ::":~~':''.
· .' ~..~.. . h.t;(' ,,,
~" ::~/~.-. ~::'.': ..~~ :~~ 81[?
r~ ~ ~T~ :~ ~t. .~. )J-- ~':~~;:-,~~~ ~
:...., .~J.(:~.. . ...~--(2)~OSED~TEf'iNeIKEPA~ING
..: ~. :. ~ 't ~ :;./il' .~~~.~. ~ .:.. lNeT ALL I-IOOFS, SEE D~!~l~'ON StTE PL~
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:~. ~f '::...::~". .::..... -: ,.":~ .8. ?: -- PR<2f~06ED 4' WASTE WAI~I:.~:) ~ ~
3g'-S' -- : '. . .".: ... . . ~. . ~: :,.~"', W 0 I
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~-=I !!t._ ~:.~: ~.:':--><":.' :~/:: PRoPoseD I' WATE:~iE:" <Cft ~w' d~
1 .. ". . " ....,. -' lJ,Sq - ()
P HC P,6;Kl~G SlG~ "... ;'.. ';~:;e.'. .:. ~:..-'::". '::':..1..:.': ExlsTiNG · ~"-:';'f.'~ ~ 0:::
, ~ c:.I'\;;) .. D _.. . -.' _ "CP .: . :~.. - <(
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. . ,.: :.. .. . ,... :.- I'. ""': . "It ~ '. "...,
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:.. PRor>OSEp L~ ~ C'4 C'4 "If " ,', : ~ ...\
.: . .... ,.:- . :' .. i . . "If "If ":; r','
~. .~: .....!'. ~. .... ...~. II . .>.,::~".':
. .' . . .. .... .. I ' 0) "II en " ,/,
.:.... . :.:..... .~:....~ ~ ~~ ~':.~: :I: ~ a.J ~Z: !5 :.::':;>:'-~; 2 ~AD T.O:r. zoNE
'. .1.._ . ., :::! ~ :z 0 " .J., lU"l'
.~: .~: ,:> :: '. ~ '~<~:'. ':~:::~ ~. ~:' ~ :;-;- ~ ~ .:~'-;~;I~~ I ZONE
. '...... .'.... ':' ., ".f, . '" co co ..... ..... ...G!, '. 5 'fEAR T .0. .
:. .... .::'.:: ~: '.: .... I ..' : X ~ ...J ...J ...J ...J ::-v ':~.
::: . ':, ' j',.. ::~:t~ .~ , ~a::: La.. La.. La.. La.. \r-::t,:.~'
Q .. .- I '. ' . [.
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fl(. WVLMJi.lIooz ~ _.~~' -"'::...:( ~:"':";'_::"':'~~"-~':"L ..:~t~(:,~.
RIM~5.72 ,:('("'::" ~ ':S'~~~~~~r Ori ~~ . :.' ".~J ):~~( ~
FL 8" IN W. = 425.52 ~.:,1f :{ ~ : ,.::. .~ -'. :J' . . ACP '",~LI"".' ,..,. ",' .- " ,.
FL 8" OUT E. = 425.47 . ~ ~.~. .... ..... . ' _, ..' ::":"'\ '". ,', ", ,t-.-,. .'
._. __ ., ' ACP . ,EAS~ G J 3f'-;~~~ T "::~'~ :.....: "fY 4' ///~ 6; !.~ =:~;:~~;~~"~:
__ --L-----2" G-~----2- C-------- -2" C-------2" C---------2" c--rJ-/-- ~
__ ------24" w--- ---24- W-------2." W- --------24- W------- -24- W--'/f'f-" -~--2" C-- -2" G-~ ~
-- ((;) . . ,/ I '" I
, I . I ~--r' I I
-- ~~------s- ww--- ----s- ww-------s- ww -l- s ~ I
__ -- ,. 'N'N---- N 89.48t32" Wt 86.62t--- ~ - ~ "
_~~~~-s _~jPBI~I.S ,\"",,~>\:@ --- @ f)<_STcan~~ r r i I, ~ 6"DECtD~~~~
'-.:;:: ' RIM = 436.51 I
ACP @ 3: I-
.';.. -', .., " ~ I
.'. .. ':.. ;..... :"." ....
:., ';'.~. ~ "II J
.,..:,. ......
::';t ....
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TAX LOT 900t MAP 17-03-15-30
.EK, \WLMH ROOe.
RIM = 435.09
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LOCATIoN OF 5T MHO#112 PER CITY OF SPRINGFIELD
SEWER INFRASTRUCTURE MAP
NO. C02; NOT FouND
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.EX. ST MH~B (#1121)
RI = 432.61
Fl 8" IN E. = 427.46
TOP 4" VERT. OUTLET = 428.31
TOP 12" VERT. OTLET = 428.31
Fl 12" OUT N.E. = 425.61
suMp = 424.56
MAf=' and TAX 1-0, NUMeE~
MAP ~ 11 tD3 15 331
TAX LOT · 011e>fD
elTe I NFO r;(M A liON
ZONlNG ~ cc
PLAN DESIGNATlON ~ COMME~lAL
I ABU1-A liON OF COVE~A~E
eulLplNG 11tD SF
PA~lNG AND ClRCULATION 1&,810 SF
LANt:>5CAPE 1,386 SF
1%
61%
32 %
TOTAL PEVEL(,..Ir.1ENT SlTE
23A26 SF
1e>fD %
eUI1-OINa. 4 OFE~A,.rON& rNF=O~MA,.rON
~IGHT
plMENSlONS
EMPLOYEES
LESS THAN 16 FEET
8..5' X 2tD'
2 AT ANY GlYEN TlME
~E~END
ExlSTlNG TFeEE TO rr:.cMAtN
TFeEE rp..orecTlON FENciNG
~~~t~~tf{i~lr
_LLLLLLL
_LLLLLLL
_LLLLLLL
_LLLLLLL
TACTILE WA~ING MATERlAL
~oseD LAU.N
.EX. ST c.a
RIM = 431.91
FL = UNKNOWN
( 11=1') W/WATER & SILT)
O~: -GRAI t.U COVER
COUI D NOT BE REMoVED)
):( ., '
o
PARCEL 3 OF LAND PARTITION
PLAT NO. 91-P0084
,', ".;.. .
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CONCFeTE PATte -
AND WALK UP wlt- ::>OUJ
:":'~ ;.....
ExlSTING PARKING
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SAwcuT ANt:> r-a:MOVE EXlSTING CURE3~.
0'~7~~L ADA RAMPS AND SiDEWALK] \
~,\> . j-.. ~\~
.:>~DA PARKING DEDICATED ~ ~_.
;~\!:9 JUST 6REW IT EMFLOYEE ~ ~.~W-
):(~~". , . ~ ~~
GA~AGE TO BE ENCLOSED. W ""'" I J
~~~_~l~E eulLBING 00
p
TAX LOT 1200
MAP 17-03-15-33
.z
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en
~
4 COVEFeD I LOCKED
eIKE PARKING AT WANU
FRONT EN~CE
(1) sPACE FOR JUST eFeW IT LONG ref'iN eIKE PA~ING
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ACP
PARCEL 2 OF LAND PARTITION
PLAT NO. 91-P0084
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, -\) ~
~o CUSlOMER
PARKI~G SIGN
P HC PAl NG SIGN
ACP
--
--
.".. .....
TAX LOT 1300
MAP 17-03-15-33
r, \
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~~
.... ,',;
ACP
6" DECIDUOUS
435.81
PARCEL 1 OF LAND PARTITION
PLAT NO. 91-P0084
ARCO AM/pM FUEL
STATION & MARKET
@
):(
.AN ADDmoNAL FIRE HYDRANT IS LOCATED ON THE
NORTH MARGIN OF BELTUNE ROAD APPROXIMATELY
205' SOUTH OF THE SUBJECT PROPERTY.
~H
o
~OSED TFeEE
~
PEDESTRlAN CROSSING (PAtNT)
cur At\.O f: bsls
PROPOSED CUT = 12 CY
r~OPoseD FILL = 9A CY
f=<F< a;A r ON eyerEM
lFeRIGATION SYSTEM TO eE INSTALLED tN ALL LAUN AND PLANT eED AREAS...
I~IGATION SYSTEM TO eE AUTOMATic ELECT~lc SOLENOiD CONT~OLLED UNDEFeG~OUND SPRtNKL.E~ SYSTEM
WITI-I PVC piPE AND FtTTINGS, eACKFLOW ri~YENTION DEviCE.. AUTOMATic CONT~OLLE~ (t~IT~OL,
RAINel~ O~ Ar~OVED), ELECT~lc REMOTE CONT~OL VALYES (RAINeIRD FEe-r~S SE~IES O~ ArrROVED),
WITI-I PoP-up SFFieAY SPRINKL.EFeS (RAINeIRD lB(2)0 SAM-r~ eE~IES O~ Ar~OVED)... ALL VALVES TO 6E
LOCATED IN UNDERG~OUND VALVE BOX (CAFeSON O~ APPROVED)... AUTOMATic CONT~OLLE~ TO eE LOCATED
IN WEATI-IE~ PROOF LOCATiON..
~ aF1r NG;
TI-IERE WiLL ee 4 FIXTUr<i::S ATTACI-IED TO TI-IE 6UILDING, (2) 1S WATT AND (2) 100 WATT I-IALOGEN LIGI-ITS
TI-IE I-IEIGI-IT WiLL eE AT AFF~oxIMATELY 10 FEET AND TI-IEFIXTURES I-IAYE FULL CUT un- SI-IIELDS...
DECK AND ST Alpes
LANDtNG AT DOOR ts AT LEAST 44' MEASUFep IN DIRECTION OF TRAVEL
LANt:>ING Is AS WlDE AS POOR wln-t f8' MANEUVERlNG ON FULL slpE..
LANDING IS NOT MOFe THAN 112' eeLOW T~SI-fOLD OF EXTERtOR DOOR..
42' HtGH GUA~RAIL FF.ovlpEp Ul4EFE LANt:>lNG ls ~ATER THAN 3tD' ABOVE ADJACENT GRADE..
MlNtMUM STAIR WlpTf-I ls 36', STAlR RISER Is l' MAX.. AND 4' MlN..
NO OPEN RtseFeS... RlseFeS SI-IALL ee SLOPED OR UNDEFeSIDE OF NosiNG SI-lALL HAVE AN
ANGLE OF NOT LESS THAN 60 PEG. .....a::S,
Irq:!AD OF STAtFeS SI-IALL NOT ee LESS n-tAN U.... NOSiNG r-r'CJECTS NO MOF..E THAN 1 112....
STAIR I rr:.cAD ANt:> NosiNG AFe SLtp FeSIST ANT,
STAIR f-IANDr:eAlLS ~tDED ON 6011-1 siDES, MOUNTED AT A HEIGHT BETWEEN 34' AND 38....
HANt:>RAtLS EXTEND 12' eeyONP Tf..IE TOP RlseR ANt:> 12' PLUS ONE I)llQ::AD eEYONP avllON RISER..
T~ ENPS OF T~ HANt:>RAlLS AFe FQ:: I uFi!ED TO TI-IE FLOOR I GRADE, WALL OR POST,
ef-fEE" INDEX
SlTE PLAN
SURVEY
pEM01..lTlON PLAN
LANt:>5CAPE DIMENstONS
I ~E PRv I a::CTtON
SiTE UTILlTY PLAN
GRADlNG PLAN
SiTE DET AtLS
PLANTING PLAN
SPEclFlCATtONS
9PEcIFtCATlONS
Lf
cf
L2
C2
C3
C4
L3
L4
L6
'%~ ~)
~Q ~
"?o
1--Q
~~ "
THE RADIUS BIKE RACK
Sy ~QdrU!.l PIpe BlU'.dir.g
e Ftcnge Mount Ped
MOtmtihg ~tf<m5l Flimge M<<.-nf or 6" Rotmd - :/4" plbfe witl; 2.
~r<<f p<Nt' m~s cmj~lif.. m" Ilord ff)r <mcllorihg
TIll: differenf fl~ & mounting options . ~
maJ{~ the wm. SI.l1P.1lt W~~ ~ tile mo$f 1 .~ [ 3l!! I
((\$f' affUriVe lilieyltfe FlUng ~~ dVaifl:1!;{e. L : i . - -.. ]
lPS: I!roOP s:ml.MomitWlOONtD: ~ .sQ~e ; _1.J j:r:r ~ J
~e ",,,,....ted. dii"<<t potn' or meun1'ed en ~ ~ M~ ~A~!f mll:f()P. M~a!!
railis. tn-ese ere Q reef till' wftft ctonf~j . . ~
t:ffies & I\o$pitul}s OS well OS .lbusr~ I~ ............ .
~ $lt\(1mq.~II$f lOve tllis one C$ it <ltlhws tllerri . : " - ~.. .
to t~R tnere bikes at a pci~
. ~
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SpWficatfons; t 7160ll) -1 Wa"tDx MS" 10: ~ Ii. ~ I__~. ,
won ASiM A!j.3 sdiedtJfe ~ steal p~. ~itc:r: ~ 1 ~ ~~
FilUsne$: PbwdUltWte.t!'-~ny standW ~ ~li.. _,'$.
HGf di~ galVeni::erJ .,.
otYler ffili!He$ <lWliIbf>le on request. . ReS: ~ ~ ,.~. ~~ M~
fb:tjf MI!lUnf M4ferlQl: 1'" x a" )t tiS" ear €fuInnel With a ~ Style 1b1 ~ Mod\:I <IYt..nl11 ~tl\ 34"
4'- 112. noms for cncl}orihg; 3 J%op Sl'yll: P.lnl Ni01$lt ~ c-.'Ualllltngtt\ 6~.
5 ~ixlp Sty~ Rbil MOU'lt Mll&I OW'lllIli."l91n 12~'
e KE f=2ACK OE,. A 1-
~
(J)
~
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Q NORTH
INTERNATIONAL WAY
----0
t 5.. r:: I
. EAST GAME FARM ROAO.O
BELTLlNE ROAD
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Zw
g 2:
5?gs
COLONIAL DRIVE
I
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OfADMONO
\
~HOlAS ORNE,...
~
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~ w :~ 1.'l~
~ ~ ~'<?~ ~~O%,\ .
~ KRUSE WAY
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Schirmer + Associates, LLC
l. AND lJ S E P LAN N I N Co. SIT FOE S I Co N
AND LANDSCAPE ARCHITECTURE
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-4577
Web: www.schirmerassociates.com
Eugene, Oregon 97401
I Vlel ~11Y MP: -~ IS
yeN TY MAF=
SCHIRMER + ASSOCIATES LLC, LAND USE PLANNING,
SITE DESIGN AND LANDSCAPE ARCHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERTY RIGHTS IN THESE PLANS.
THESE PLANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN Atr{ FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARTY WITHOUT RRST OBTAINING THE
WRmEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES LLC,
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARTY, THE THIRD PARTY SHAlL
HOLD SCHIRMER+ ASSOCIATES lLC, HARMLESS.
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
REVISIONS
# Date Description
2,13,08 Revise Incomplete Items
4,15.08 Revise as per conditions
Sea fe: II =
2fZ>' - fZ>1
40 Ci)
fZ>
lfZ>
2fZ>
PROJECT NAME Just brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC. 2007
DATE
ces
DRAWN BY
RLENAME
CHECKED BY
SHEET TITlE
SITE PLAN
.
SHEET NUMBER
L1
.
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. RIM = 431.79
Fl 8n IN N. = 425.99
G A v1::- :- A J v1 j 0 A) :- A S T ,\0 Fl 12" IN E. = 425.64
EX, SJ_ CI #512 i~ -.". - FH-I/.... FL 12. OUT W. = 425.64 II
TC/RIM - 431'05~~t", , ......., ' , .. .,.... . . " '\"'" · ... . ........... ' . . . . .":.... . , ./,'...... ~ ,.. .. ..........' . , . . ..."... ~ . . .r.... .... "l'''i!''t.. . , . , fl...... ..'., '. ......" . , 11.......'.
INLET 43055 .~ .,,~,""'':~ ~'" .......' ..t,.tU'f~'f,,,:,,,."..f',: .,......"..."....... .... ......,. :.........~: ,tt ...l.......,d~...........".,...... .,.."..".t.s,..~. \..'.~. .>.:\...".,~: .\:.....,...........:'t'.."t':..... '.,,\., .. .1.'....1...,.:. ~..' ~..,..,. ~.,.....,. "~I ,'" ..~...~:.....,......",..., ......'. '" ..:,...~,.114.... ".- . w....,..~ -t" '1, ...'s.,,"
= .. I. .... .. ....:'\.,:'.:.'\,'....,'fl:.'.~.,.\.y.:-.~... .( i' ....:t....".,..\. ...... .......,.....,...',..,'::..'\...J:.,...'1.,.,....:',..., I' .:.:.4".."'.... -" "'.... .........". .'Yi..'" \' .4...~........t~..~~:..",.:~.:.,..\'.,.":..., ..,' ..,1....'. "...;.... ..... "'t' ..',;.l....~..:.........::\t::.:.t.,.., I- . '.' .1.."'....,...
. ,,.. :'': I..: ~f 1c .'. "" t. ..~.", ..~. f.' . ,'. ... . '.... . ,'.! ,,." ...... ..t., ",: ..,...(,~ e. ~a ":.. '''i' ~ :.'. ..... ."~ t.. !.I.. ,."..~' ','. ,\t . '.. "~ '\.... ..,. "J." . '" ......." .,""., ~~ .'.~., ~.' ._~.. .. tI. \.. '~"J ......~. :1' ,l, ,... .'f ~.." ..:4 "':' "'~'.' '. "... ':. ~ ,"~ to, ...~~.. ,,'" ~~, 1 '.,:;.:.,'.':"" :" .1,', ~. \'., .... .:.-. ".. ., .. v '. ~. -. ~.\'" t, ,.,-1....'~ ~." "t......
43f.'f9TC''--:---~-- " 431.38TC __.IN 0--~.M.~----4. 0------4" 0- -1'i::'!2hZ!..TO
---4" 0---------4" 0---------4- 0---------4 O~., "" I W:a::
l. __~------ EX. WVI Mfi....1001. ~flo
I __.--431--- RIM = 431.11 ~ ~ MI-l f.1J.Q I
lii _~_-------- FL 8" IN N. = 426.21 II RIM = 431.89
~ ,----- ~ FL 8" IN W. = 425.83 I' Fl 12tt IN W. = 422.79 I
::- -~-431---.'--'- ~ Fl 12" IN E. = 425.61 · Fl 24" IN E. = 422.79 I
~-i ~ FL 12" OUT S. = 425.49 ~I FL 24" OUT N. = 422.49 tnl ~....,>O:J
+! +431.21 ~ +431.45 W: Iw ~IX
l__121l W---------1211 W-----~---12. W--------12. W-------f2- w--- ~ '--1211 W-----12- W- H---
r-- -----431- _. 00 wi iw II
l - - ('I,j' . . .
~ -- -- --.--- -4.3 N 89-56'00" E 86 62' ~~ f l ,I <<)
~ ""'- ""'- 0 1~ . · ---.............. II 01 ~ I "c, I
I ""'- 0 ,,'" .... t\.... I ""11 I ~ roro
--'OHJy 0 /' - ~",,"f{, ClQ ~". LIJ !\.
------8" WN-------8" WW---- ~ 431.08ro"':"--_ II .....1431.15TO ".431.23TC ~ / .431.35TC .431.39TC 431'43~. .. '~. ..I. ,\1 I .. ~.431.~TO I .Ij~ .431.78TC
. . -....... :'J 8 .... 7f'.".-m. ~ ~".' .,8 WW~1~~1~ :- '~--12.IWW-F- 12" WN :s 12" WW-
~ ~----OHW----- -OHW--------OHW-----l:' '1,::~:~~~~r.:~OHYI~:. ,,:::C r.(.:.;.pp~OHW - OHW A.-192~
~ 431.19 4.'51..34 I 431.46 431.52 431.56....... ".,.. "~".iI=,".\ ~'\SI:\,..'...,:...,,:'.,O#..,. 1\ Pi I "r1il!t':'
. \ ,""4" ".,... .'. \ ,..~. 10ft' 'tl.."'..~ j '~.f" Y'. A .....'\' A ..J .'" . "......,.. .' . J ...' r '" .~. ."'t~" y'....' I' '~.1A"\.,,"'''''' . . "....... .". to fII"; ..
I, N I. . f, . ..,' .!" I, ',:"ft' ....~...r.: I':' ",': .':.. '1ft.. .,,~. .,: I. .~. 1.20' .'~ . \.. '.t .,' 11 I. ~~"l"""- 1:"-. .t:.,,'~ . \~" r~" <i't.t .... l. '. . .., ,~ "'.' .... .,t\ 't S,. '." '1 ~ '.., :'h. \,t..'" "." ..... , .." . 4f\. t.t ' ;. ~ .... : '. . ~. '., ~ ."" ,tI' :........ <:I) " ,'t.~ .yu ' .:' ; ~., '.'t i' f' It i" ..., ' ~, .".'~, 1(1 "'" . . '. ~' 1\
.,..." \ ',l.' ,.'. "'\:-'" 't " " t "'" ,-:. ~~ 'r .t ..' ','11- ~ 1'.'.. . A" "'. U. \. If" .... tt\'~ fl. .1 ..... ...1.......... ..' t. .,. .., ,l.1:' ' \. I " .', . ,:, "'. f" .' \~. '8-1'" ... . . , ",\. ......",1 .tm. ',' ,',' ,t" "...,.: I4d 'f.':(" ""'.' ".' ,.. ,~ ...,.....
1:::, ..~~ .F:..~.'..: : t.. \....,,~, .:....,i~;;.~ .). ~': . I!IJj" ~....431.3a~... ''''\'.:''~'' ,~.. '....r:..'. ..,(431.46'If i~ ",....\..,... ;:~~.:~~ :~:~'. ~;~~..' ".~1..'1: .'. 'I~ ..: . 'ld'" 'H".t'.,..~ ~~~;;~ :r-""\r~r:~~'t.~ ~~l':-~. '~32' '~~~=:r""",."...j "l~i:~;"': ~~~. ~1~J~'
-....- ...---- --F1Ilo- . 3t CiI
-- --r-:---J .....)"~ . ~: -:~ ... 432~' - - Vi b 6. W- - - I ET I ~~ I
/fifO --12" ST- - ",.-- 1211 ST--. -~12" ST -12" ST- ,,--- -12. ST-----12~ ST -- I 24" ST-:---
=-t: .. ._','.' ..- 433 II ~ ·
/' / '43:i73 C .. , - ) 5>> DEC. IDUOU. S.1 ....7" DECIDUOUS
..-/' 4;-/ 8" DECIDUOUS , If) ~ 431.]~~ 431.88
APPROXIMATE LOCATION OF ST MH ...<t 432.44 I ..k ~U. ~ CD I ACP ~ . . I .~ l433.12
/1112 PER CITY OF SPRINGF1ELD / If) ~'? L () I · ~ - t~ - . .,
SEWER INFRASTRUCTRE MAP ~ x~ 10" DECIDUOUS dd t.J /~b. I ------433-'"--'----~--
NO. C02; NOT FOUND --- --- d u 433.91 ~ I #7-
- -S" st_ - _ _ i ~ ACP 6" ECIDUOUS ~. ~.: "lt1> ~ I f
. --8" sr~. . C7t ~ " 432.83 ''''~ , !' . 6" DECIDUOUS
~~TC ~ ~ 432~
iii ----8" Sf----8- ST 431.90
tf34.12 TC . AMU D ~ iA 8" DECIDUOUS- - - - - - 6. Sf - :\ I r:v'fi 432.77 TC
~ . ~SION .... \ .. ti) \or ./ ,,0" 432.59 TC
'''6\ ~ ~ . 'lo WMCU CUSTOMER 0 432.10 ~tJ ACP 'oro ' ~2.49 TC
434.201 C. ~,,-.. ';,/. PARI<ING SIGN .)t ~ ~ ""tJtJ . ST c.a .",fl,' I ACP
',' . .. -.., ~.. ,1'..." If.. .. ..~. ..: m ."'~. ~~. ~~~ RllJ _ 1.59 tr" I
,:.' '~., .-:'\ ...\.... ....,' ~ . I,' ~'. 0\ ',' 10... . 1I'a.. ~ tr" ~':'}",I m. P.
~.::;~,....::.\:,~:(..:k...\,~~.:.;$~.\' <~..::,' ~~ i a ' ~~.1t>' FL 6n OUT W. == 430. - ~
't.~"T~4., ":~?~.::'''' ~.... 'ttt )<~ ~~ -+ 433.54TC "T' +433.31 ., ..' ~... SUMP = 428.44 ~J 3ft DECIDUOUS
w : \:~'. r,;:; '1\1' '~<9 A. .~ ::D'- .- co .- .' .":. ...~ ~. ~Cl 0 _"'x 433.80
M ",..1\:'" ~ 'Q ~ :Ii! ('I,j ('0.1 0 0 ~. CD \ ',TEII'\ X~ (\ "~,,tJ \}""
O ~~ ;.11:":, -'-~ x I- ~ ~ ~ ~ ,.,." ~9": :,~.~,; .:,t:: .",. ~l~~...;:,'o ~fl,'
· .:.. t :J{' 'o~ v.:" ... ~ <It .::"'" . .' . .'~ ~ tr" tr"
434. 73 · ;'~';'':'.\: ~~' 1"'-. ....--....-- I j,.Y - . tJ"
:. ~ t, ~.: . . II II II I , -, 0. ~~
~ ..... - ~ L.J u) ~ ~ a ~
~1' ~ ~~5
J';~~,? ~ ~~~--
O ~~t:~~::' ~ ~ ~ --
· / t:~:~ - ACP
I :::~'~ :~~~.. '''~__''_ 434.19 TC - ~ _ 433.58
C'!iI l ........ :
~ ~ :tl~:~::~::: ,6~
. ~ ::.. '.::,~ -433.17 TO x~-
, I \")~: I
b t1:::~~
". '.-
. . ~.. -. '"'' .
~ J ~::~ '--'-'---.- '-"--"-~"
..'.'\,::".
., ".. ,
~~ ':~:
~:".. tl'
,,~ " "
, ):{ 1 :.~ ~~.::.;"
::..i:'~:;: ~. .49 TO
., f.. U
,:4." . '\. n..\ @ I
."~~.#~. -
~".\..'\.~, 0
. ~ '. h, . __'_ ___ "
. . , ~.::\~.: . \ ::
"> tI ~.:' ,:.~ ~
...........,.., ~t. ..,
. ; .: .\,' ; ~
-~~'>9 ;/~~".: v=~ ~ x$' z
I +< ~i?~,;; II! _~)= 4.32.71
O ~:; ::;..,.. . ~4)
.e~~:~i " /~ ACP
~4 .'..,......, ....
):( 34.. ~ ~tJ ,,0
434.27 ~..;:~.~,..: j.,p. rI>~'"
. . ...'. to ,'...',.. '. ~/t ::.. ~ -# ~
..:,~oI:..:"~...:~,-: ~;:: 1\;:3.:\:,,~ .'~ ~ ',"'-" "."<"-~" " "-
f.~/.\y:~"l. ....i'..~:'..'~:...' ~~~1.8:Tcl\~.;.,:' ",," "- " ",~.~~.
433.98 Tel' I 434.18 rc' ~tJ' ' . ~ <434.00 TC
t1J' ~
~. ) ~~." 434.12TC
I I ~~ <!'i ~;,T) 434.33 TO
~ t ~~ 434.40TO
. . ~ " !V ~O (b" - WNAU CUSTOMER
)( $>' #' ""k~ ~"J' PARI<INO SIGN A_'''-
~. X~ /-...........-4~"'t
\ ..----. x
-------
....0
7" DECIDUOUS. $'
436.34
t:I~
~~,
~ 435.30: t
ELC. WW ~H 'Q02
RIM = 431.17
FL 8" IN N.W. = 426.27
FL 8" OUT E. = 426.27
EX. ST CI #511
TC/RIM = 431.03
INLET = 430.53
FL 4n IN N. = 428.68
Fl 12ft IN N. = 424.18
FL 12" OUT S. = 424.01
SUMP = 422.53
Q'. ~ UH/CB (IIt121)
RIM = 432.61'
FL 8N IN E. == 427.46
TOP 4ft VERT. OUTLET == 428.31
TOP 12" VERT. OTLET = 428.31
FL 12n OUT N.E. == 425.61
SUMP = 424.56
r:v""
~
x
~tJ ~
,,~ ~ ..t'.
,,6' 9' (\ ,,-
~t;i;#~
/
P.A.f~CEL 3 OF LAND P/\RTIT!ON
PLAT NO. 91..-P0084
o
tt)
o I J-
OlO 5
0')"""" z
I
~tt)
00
..:.11
~~ ~
~~ ~
::E
ACP
~--
433.29 TC ~~i.'~';' :.~~'...J:J.;.:'.:;::~:;
I ,., .:.. ."0 ,iI,.., .,., (I'.. .'. ,,-
X 43340 TC i33.78 TO '''t... ":'~~'9'. ,. .... .
. J ~:" ~ ,',' ~f '''I 1If.."..... ..1.: l
~ ,." ':':::
~f)f Of~'j..~\.~
-_........---,---...-~._-- ,'E~:..'~
. ~.. ",
" ,t:." ~';,I
.:"1.'; \ ':~
. "
.....-- "'l"':::
.... "
}' ..~ !.::
.. ....".. ,~.
tI I !,t,:,h',.
fl~ . / .~,u..<:.::
~ ',.a a#
/:1 ::~''$ :'"
f-- 433.87 ~ i~~
-"~""" ---~e:ff]'
.::. ~\:~
"'::~~ ;. '"-. -
....' ".~:....-
:. ::~.~.~~-
. :~:'b.
... t. ~ ,'"
,,,,.. :,.,,~.
.-.-e :.. r.~ ;.~=
r:; .;.:~,;:::,..
~ 433 88Te ::;I~.f;:.:=
I . ;F. ~:..,,::;-:
~ 'I,:j"'.:.:"j
(J.6~ :,' :....
~~ .~=. ,.: ,~:i, =
~"J' ~ :;;"::~., ~.;::'\: ' ; :~! ~;'I'..,'.:.
,>0 ~)'~.~.;: ..'.- '~'i'" :
LX _","J ;'"....." . '. ,', :
~... Ie"" ",.. I,: ~..'..~ - ., \l...... S
#'=' X ~ ..... ~ ':. l.;f~G
fi 911 B ~~8~ G
ACP t;i;. -#. ~;'.:'
~; . .'.. ~Jt~:~-
~ ~ '~'~1:~
.- 0) 00 "It' ~: : 1/:' -
I ,;r .- ... ~ N ;.:.,........-
J ; - cO ui ~ ..,. --.-- ----- '.:, c:.:
L .. 1" ~ ~..,. II :":~:.:~
~ r He PARI<lNG SIGN ~ eta .- II . :;'.1" .>':
!2 RIM 43444 I ~O) II II fI) . I' ~., -
--: _';,/. FL 6H OUT S. : 433:39 i~ L.J:t: Z!5 ------,-.-,-- 'Jo:'::>:'~ YEAR ,.O.T. ZONE
~~ '.;tzz~o ,:"l71.~:' 2 It! II __
-~ - r-o-a .....~,J"/....~ :r: II .-.- ~I \.. __ mla. .'.~t . '(EAR T 0"1' ZONE
31 ..... ,.,. .... '" -~ to. ..t:'" - &:. . .1.
tN_-_, ' '. ,,0 .. OJ
.. .::IE b {t." .....
'- ~,.I . I ~e o:! o:! It Ii #~ \r:t;:~
u g --f3 I :t +....3.'u .-- . ~ ..hoo.
F ~ ~ I ';,/. ~ ~'I' ': C~ot
8! I II /'1t~ , :i.t ~,~.
1tI - 434.73 434.56 ~.,'\ ~. .
.11'r, ) - EASE, E +43~~ ' ACP ~7 / %~;<:;~
43~4JS & EASE. H - I / /~ ,:;,1,..1"/: :4i!3.-9.8,'" ...~,,'''' ., I ,'..' ~.: f...~;
- EASE F ,/ 0 .?ft.,.,..".. """ '.~, ..'. ...,.,.1.....
'435. . .40, .;------ 43.4... .98. .. :......, I v / ,,:.:.. '~. . ~~.. ~~" ::-~.:~~J 'I:yo
... - ..--...:.: t. ~ Y. / / '... ,.1 .. .,.. , ..:\, ~."
+435.45 III 435 73 TO ,-" .... ,. "~4B TC' .. J Ia........ "<:;;"'" ' '.' . .:t::,,- ..' .',. .",,-
ACP ~ EAS~. G- ~~. . ACP . ! _ i:! ~lij. . ~~~4.42TO<;_tf\ ib: ~ ~
------2"0------- 2"0----- -2"0------- 2"0-- --- ~ - ~"
------24" w--- ---24" W---+435.i8-24lt W --.---.--- 4" ~--------24lt W ..-. -T -, -- ~,l --2" 0--....l.\.......2. o-~-\
Ie. 4'ls.os+. I I~ '1IiL . '\, I $' j,~ ~434--............
______ . . . , I I . I I xtil ~..~ "
______ ___-- S ~c,-~~--8. WN-- ---. -8" WW--/--.- . --8-. WW.... -----+- S..~ . I ~
---- ,,~_------ ~~,,:-"~ ~~,:,fO #,:,'0 .~~fl, . N ~2" W.. 86.62' ~ III ~ C fi 4" DECIDUOUS- t:lx
------ ___ ___ ___ _6 .~'i . pt., ~.a2 TC " 435.~7TC 1D ~ i ~ fq. 434.48 ACP~'
- -- :'~.B ,~437.2S TO. ~" co, . I I ~. ~ ~ 6" DECID~~
43132 TC.' ,.,........' 437 ~OTC 4Ji'.31iU I I I !R ~ !R !
· ;.':::(:. ::4~7.:..$::"':::' \ :..:;u~ 437 I ~I:o.: ~ ~ ~
_.~___.~__ :;~;;.~ 436.95 TC~' \@,', ~ I ~I ~-
.~,,~. 'f' I ';,/.1 """"- .,r'6r"5
, " ACP · . . _.... ~
.,..'.\:. ~'. J !.... &l I ~
. . ...(t: i~t '..:',~ '~;,: ,.f b'J ~ I !R
I~~ :"i ".::.. ::' :,~43't 5Q~: 6c'S 1 - -~; ~ "'\"'I
--------j;l~ · 'l~f; ACP ~ II; ,,~'\,.~~~l,,~~.h ~~.34.i~5~ '~~
~~::'\: AReO AM/PM FUEL 4. -.J 1 ACP I ~ , . ~ !
"\!~::. STATION & MARKET : "',- 4.37~'."~. ".11).,.. "~i;''\.. 6" DECIDUOUS I
\'...,... (@) tq I! ~ ",. ~ 435.81 I
.:~}.~:~ 436.99. ~ ; -If ~ ~~ . . / -435~-+._
::~?:. '! ~,:',,'i.. -436- " '\.1 I ,)1 !
,~~'''::. r.t I"
AN ADDITIONAL. FfRE HYDRANT IS LOCATED ON THE ~., L TAX LOT 900, MAP 17':"'03-15-30
NORTH MARGIN OF BElTUNE ROAO APPROXIMATELY ~ . . EX. WW MH. 1008
205' SOUTH OF THE SUBJECT PROPERTY. ~FH RIM = 435.09
t)C.SI...Ca
1M - 431.91
FL - UNKNOWN
(F1LLED W/WA & SILT)
(NON-GM. 0 COVER
COULD NOT BE EMOVED)
~
z
as
...J
<(
=>
l-
=>
~
\ +43/
"--433""'/
I~
~
- ~
~
~
+ 433.34
TAX LOT 1200
--'~"-~."-'-'" MAP 17 -03-15-33 ..-_..~.._-
z
0----------
~
z
J:
en
~
i::
d
1'-
N
La1
(0
...
.
....
~
~
I
8
-
...
~
+433.48
+ 433,38
EASE. J (SEE NOTE)
"
Z
C
...J
5
CD
....J
$
u
a:::
lJ.J
::E
::E
o
U
I-
Z
<(
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lJ.J
l-
I
5
=>
::E
'-1--
_.1 ::5
,,10
o -
fY..'
..-t:
o.~
434.26 TO- ~ -433.72
TAX LOT 11 00
MAP 17 -03-15-33
z
g
f-o
O::(J)
<t'<;f
0...0
o q-
z;~
So>
EASE. J (SEE Nv I e)
+ 433.85
+433.19
(f)
'-'- C'
o .-
z
o
,. 433,62
~ He PARI<ING SIGN
TC
~ -- " ' .~ 434.11
~~
r~
EASE. D
PARCEL. 2 OF LAND PARTITION
PLAT NO. 9 '1 .-P0084
+ 433.83
-+ 433.88
!2:j
------
EX. WW MH f/JJSJl
RIM = 435.72
FL a" IN W. = 426.52
FL 8" OUT E. = 425.47
------
------
(j)
......\
?J
rn
rn
~
------
-.----.
------
TAX LOr 1300
MAP 17-03-15-33
\
PIJRCEL 1 OF LAND PARTiTIQi\!
PLAT NO. 91 -.P0084
\ 0 ~- -
SCALE 1" = 20 I- I
r1~~.'i'WA!~I.iJWU!60~;lol!lll"'illo.lliillilil!llllil
o 10 20 40
LEGENQ
FOUND 5/8" IRON ROD WITH PUNCTURED
AND/OR UNREADABLE YELLOW PLASTIC CAP
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
IDENTIFICATION CAP STAMPED nG.E.S. PLS 2280t'
FOUND P .K. NAIL WITH WASHER
STAMPED "GES PLS 2280"
FOUND P.K. NAIL WITH WASHER
STAMPED 'ts 1138>>
DENOTES LINE NOT DRAWN TO SCALE
EXISTING TOP OF CURB OR WALK ELEVATION
EXISTING SPOT ELEVATION
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING RECTANGULAR IRRIGATION CONTROL VALVE
EXISTING ROUND IRRIGATION CONTROL VALVE
EXISTING FIRE HYDRANT
EXISTING STORMWATER MANHOLE
EXISTING STORMWATER MANHOLE / CATCH BASIN
EXISTING CATCH BASIN
EXISTING TWO-CELL CATCH BASIN
EXISTING CURB INLET
EXISTING WASTEWATER MANHOLE
EXISTING CLEANOUT
EXISTING GAS VALVE
EXISTING GAS METER
EXISTING TELEPHONE RISER
EXISTING POWER POLE
EXISTING POWER POLE WITH LIGHT
EXISTING SITE LIGHT
EXISTING POWER POLE ANCHOR
EXISTING ELECTRIC METER
EXISTING TRANSFORMER
EXISTING CABLE TELEVISION RISER
EXISTING PHONE BOOTH
EXISTING 6" DIA. BOLLARD
HANDICAP PARKING SPACE
DENOTES ASPHALTIC CONCRETE PAVING
DENOTES TRASH ENCLOSURE
EXISTING OVERHEAD WIRE
EXISTING CHAIN LINK FENCE OR GATE
EXISTING CURBING
EXISTING CURB & GUTTER
-.,..-...-......... 432 -"..-..---,-.- EXISTING CONTOUR LINE & E~ATION
---x- ST--- EXISTING STORMWATER PIPE (SIZE AS NOTED)
---x. ww--- EXISTING WASTEWATER PIPE (SIZE AS NOTEIf)1;:
---x.o--- EXISTING NATURAL GAS LINE (SIZE AS NOTm~'.
---x- w--- EXISTING WATER LINE (SIZE AS NOTED)
---E--- EXISTING UNDERGROUND ELECTRIC LINE
:~,.~.::.: ~:~;:,~,:~~(::,~::'~::~,;:~ DENOTES EXISTING CONCRETE
~ . . ~ DENOTES LIMITS OF' 2 YEAR TIME OF' rRAVtL ZON~
PER CITY OF SPFD. WELLHEAD PROTECTION MAp.
T.O.T. DENOTES 'TIME OF TRAVELt ZONE
CSF DENOTES tCOUNTY SURVEYOR'S FILE'
0
.
(gJ
~
%
+ 397.18 TC
+ 397.78
c:JW
OWN
[!Jrcv
01CV
-6-FH
(@
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mD
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I..SU
@
@
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Em
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pfpp
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p:
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lEl
DEl'
1m
~
.8
~
ACP
TE
---OHW---
x. x x
o
EXISTING DECIDUOUS TREE (SIZE, Sp.ECIES &
GROUND ELEVATION AT TRUNK AS NOTED)
~~ ~ I
~ G) ~
J;
~" 5 i NORTH
~ - i
~~
INTERNATIONAl.. WAY
-- 0
(~T~E FAAM ~ ~
~:
~
DEADMOND
\
BEl.1UNE ROAD
I i
]I
j
~.
I
~ I<RUSE WAY
~
, VICINITY MAP: NTS
COL.ONIAL DRIVE
~1AS DR~
./
~. '% ~ CARDINAL WAY _
~,~ ~~ ~
S n . ~~
, ,
EASE. A
EASBAEN'T$l OF RECORD AS DISCLOSED BY LAND P~IIf;\ON PLAT tiQ,
a.~-P0490. CSF' ~4289 AND DE:EO RECORDED JUL V 25. 1997. REO. NOt
9759381. LANE (10' JNTV OFFICIAL RrnORDS:
10' PUBUC UTILITY EASEMENT, RECORDED NOVEMBER 18, 1993, REEL
1896, RECEPTION NO. 9375004, LANE COUNTY OFFICIAL RECORDS.
10' UTlUlY DRAINAGE ~EMENT, RECORDED SE,..'tc.MBER 29, 1989, REEL
1595, RECEPTION NO. 8944182, LANE COUNTY OFFICIAL RECORDS.
VARIABLE WIDTH POWERllNE EASEMENT, RECORDED NOVEMBER 20, 1990,
REEL 1665, RECEPTION NO. 9055714, LANE COUNTY OFFICIAL RECORDS.
14' SANITARY SEWER EASEM~NT, RECORDED SEPTEMBER 29, 1989, REEL
1595, RECEPTION NO. 89-441'84, AND AMENDED BY IN::lu'(UMENT
RECORDED MARCH 8, 1990, REEL 1619, RECEPTION NO. 9010797, LANE
COUNTY OFF1CIAL RECORDS.
35' ACCESS EASEMENT / MAINTENANCE AGREEMENT, RECORDED
NOVEMBER 12, 1992, REEL 1804, RECEPTION NO~ 9263872, LANE
COUNTY OFFICIAL RECORDS.
14' WATERUNE EASEMENT, RECORDED MAY 23, 1991. REEL 1697,
RECEPTION NO. 9123997, LANE COUNTY OFFICIAL RECORDS.
14' PUBUC UTILITY EASEMENT, RECORDED FEBRUARY 14, 1991, REEL
1680, RECEPTION NO. 9107857, LANE COUNTY OFFICIAL RECORDS.
35' ACCESS EASEMENT, AS RESERVED IN DEED RECORDED DECEMBER
27, 1991, RECEPTION NO. 91-62545, AND RE-RECORDED APRIL 29,
1994, RECEPTION NO. 9432116, lANE COUNTY OFFlCIAL RECORDS.
JOINT USE ACCESS EASEMENT / MAfNttNANCE AGREEME;NT, RECORDED
MAY 2, 1997, RECEPTION NO. 9730198, AND RE-RECORDED MAY 22,
1997, RECEPTION NO. 9734875, LANE COUNTY OFFICIAL RECORDS.
NOTE: EASE. J DOCUMENTS REFERENCED ABOVE CREATE ttA NON-
EXCLUSIVE EASEMENT FOR INGRESS AND EGRE~S OVER AND ACROSS
TH,.EIR RESPECTIVE PARCELS IN. TtJ~ AIR" Q.iSI'~I..' ..Q . F;OR D~I8AY
PVR~S~S TO GAIN ACCESS TO AND FROM SAlD .~... eELS TO GAfFfIIAY
STREET AND GAME FARM ROAD EAST. SAID ABOVE DESCRIBED
EASEMENT SHALL BENEFIT THE CURRENT AND FUTURE OWNERS OF THE
PARCELS..."; Arrt:.CTS PARCELS 2 AND 3 OF LAND PARTITION PLAT
91-P0084 (TAX LOTS 1100 de 1200, MAP 17-03-15-33 AS SHOWN
HEREON) AND PARCEL 1 OF LAND PARTlnON PLAT 94-P0490 (TAX LOT
900, MAP 17-03-15-30 AS SHOWN HEREON).
EASE. J DOCUMENTS FURTHER CRE;ATE "FOR PARKING PURPOSES A
PERPETUAL AND NON-EXCLUSIVE EASEMENT /tPP.' , ~QAND OV€R
, . - . . .. . .
.' .....,
SAI EASEMENTS SHALL BE FOR THE UE OF' THE OWNRS OF SAID
PARCELS. THEIR RESPECTIVE EMPLOYEES, INVITEES, UCENSEES AND
TENANTS." AFFECTS PARCELS 2 AND 3 OF LAND PARTmoN PLAT
91-P0084 ONLY (TAX LOTS 1100 & 1200, MAP 17-03-15-33 AS
SHOWN HEREON). DOCUMENT TEXT DOES NOT SPECIFY THAT EASEMENT
IS FOR VEHICULAR OR AUTOMOBILE PARKING ONLY, AND THEREFORE CAN
BE CONSTRUED TO INCLUDE BICYCLE PARKING AREAS.
EASE. B
EASE. C
EASE. 0
EASE. E
EASE. F
EASE. G
EASE. H
EASE. J
~
1 ~ NO BUILDINGS OR STRUCTURES CURRENTLY EXIST WITHIN THE PROJECT SITE
WITH THE EXCEPTION OF THE TRASH ENCLOSURE LOCATED NEAR THE
NORTHWEST CORNER OF THE PROPERTY.
2. NO WATERCOURSES, RIPARIAN AREAS OR WETLANDS EXIST IN THE VICINITY OF
THE PROJECT SITE.
3. THE PROJECT SlTE IS LOCATED WITHIN 'ZONE X - AREAS Dc.It.RMINED TO BE
OUTSIDE 500-YEAR. FLOODPLAIN' PER FLOOD INSURANCE RATE MAP
41039C1133 F, DATED JUNE 2, 1999.
4. PER CITY OF SPRINGFIELD 'WELLHEAD PROTECTION AREAS. MAP DATED
SEP~MBER, 2004 THE NORTHERLY MAJORITY OF THE PROJECT SITE IS
LOCATED WITHIN THE 2 YEAR TIME OF TRAVEL ZONE, AND THE SOUTHERLY
PORTION OF THE PROJECT SITE IS LOCATED WITHIN THE 5 YEAR TIME OF
TRAVEL ZONE FOR THE 'SPORTS WAY WELt.HEAD PROTECTION AREA.
5. PER THE 'SOILS SURVEY OF lANE COUNTY', 100% OF THE PROJECT SITE IS
COMPRISED OF THE FOllOWING SOIL TYPE:
32 - COBURG-URBAN LAND COMPLEX
6. PER THE .SOILS SURVEY OF lANE COUNlY' THE SOIL lYPE REFERENCED
ABOVE IS SUITABLE FOR URBAN DEVELOPMENT, HOWEVER IT IS SUBJECT TO
UMITATtONS COMPRISED OF SEASONAL HIGH WATER TABLE, MODERATELY SLOW
PERMEABIUTY. AND LOW SOIL ~tt~ENGTH. PER 'TABLE 14' OF SAID SOILS
SURVEY, THE HIGH WATER TABLE FOR THE SOil TYPE REFERENCED ABOVE IS
LOCATED AT DEPTHS OF 1.5 TO 2.5 FEET.
UTILITY NO~:
UTILITIES SIZES AND LOCATIONS SHOWN HEREON ARE BASED ON A COMBINATION
OF FIELD SURVEY OF OBSERVABLE ABOVE-GROUND EvIDENCE, UTlLllY COMPANY
LOCATION MAPS AND CITY OF SPRINGFIELD AS-BUILT INFORMATION, AND ARE
SUBJECT TO FIELD VERIFICATION.
SU~ NOTE::
THIS MAP AND THE DATA SHOWN HERE.ON IS BASED ON RECORD INFORMATION.
DOES NOT CONSTITUTE A BOUNDARY SURVEY. AND IS SUBJECT TO ANY
DISCREPANCIES WHICH MAY BE DISCLOSED BY A SUBSEQUENT BOUNDARY SURVEY.
ELEVATION NOTE:
ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD DATUM.
BENCHMARK USED WAS CITY OF SPR~NGF1ELD BENCHMARK NO. 420 "GATEWAY /
GAMEFNUA-, A SQUARE CHISELED IN THE TOP BACK OF CURB. 7.6 rc.t.1 WEST
OF THE WEST END OF THE SOUTH RAMP AT THE NORTHEAST CORNER OF THE
INTERSECTION OF GATEWAY STREET AND GAME FARM ROAD EAST.
ELEVATION = 431.73
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ll~~?:~1~I}~~~I.
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TACTlLE WA~ING MATERIAL
PROPOSED LAlLN
o
~
PEDESTRIAN CROssiNG (FAINT)
PROPOSED ~E
NOTEo (T~EE F'ROrSCr'ON)
TREE CA~~
GENERAl..
...~TECT EXlSTING TFeEES TO feMAlN AGAINST DAMAGE... TI-IE CRZ (CRITICAL
ROOT ZONE) 6f.IOULD BE FENCED OfT TO KEEP CONSTRICTION ACTiviTIES
AWAY... TI-IE FENclNG ls TO FOLLOW 114E"n:NCE LINE' AS DRAUH ON TI-IIS
PLAN.. TI-IE FENCiNG MATERIAL SI-IAL.L SE I-IIGI-IL Y vIS1SLE, ORANGE PLASTiC,
weeeeD FENCiNG 4-FEET I-IlGI-I ATT ACI-IED SE<;:UFeEL Y TO METAL FENCE
FOSTS DRIVEN iNTO 1l-IE GROUND AT 6 FOOT INTERVALS... TI-IIS FENciNG
6f.IOULp BE MAlNTAlNEp ADEGlJATEL. Y DURING CONSTRlCTlON. SO AS TO
...~YENT ENTRY iNTO TI-IE . . ~reCTED AFeEA, ALL. CONSTRICTION.
ACTiviTIES, iNCLUDING STORAGE OF CONSTRICTION. MATERIALS, 6f.IOULD BE
CONPUCTED OUTsiDE OF TI-IE TFiEE PROTECTION. FENCiNG - EMPI-IASIS ON.
IALL I... ERECT TI-IE FENCiNG PRIOR TO COMMENCEMENT OF t1JOFeK AND
FeEMOVE IT ON!.. Y AFTER ~ Is COMPLETED...
~ES BEING feMOVED 114AT A~ iN CLOSE PROxIMITY TO ...rd:SERVATION.
TREES WlLL I-IAVE TI-IEIFt S1'UMP& feMOVED WITI-I A Sl't.IMPGfIelNPER SO AS TO
Avolp ANY IMPACT TO TI-IE CRZ OF TI-IE,.-~SERVATION. TREE.. S1'UMP&
6f.IOULD BE GROUNJ:) TO A DEFTI-I OF f8 NCl-lES OR LESS...
Ar 1 eFt CONSm)CTION. Is COMPLETE AND LANDSCAPlNG Is eEcauN, TI-IE CRZ
6f.IOULD BE MAINTAINED iN AS NATURAL A CONPITION AS POSSISL.E.. TI-IIS
MEANS TI-IAT 1~IGATION. 6f.IOULp eE KEFT TO A MINIMUM SY USING PLANTS
AND 1 ~ES TI-IA T REQUIFE L.ITTL.:: OR NO WATERiNG TI-lROlJGI..I DRY euMMEFCS...
ACTiviTIES TI-IAT At-n:CT TI-IE SO L eJ-IOUL.P ee AVoiDED...
...~pUCTS
FENCINGn TEN ST AFt SAFETY FENCiNG
FERTlLlZE~ 16-16-16
EXECUTiON.
~IGATlot-b WATERrQ:11AINING PL.ANT MAreFtlAL AS NECESSARY TO
MAINTAIN 1-lEAL. TI-I..
EXCAVATiON. AROUNC> IrQ::ES:: EXCAVATE WITI-IIN pFtlp LINE OF IJ'II:ES ONL. Y
Wl-lEFE Ae60LUTEL Y NECESSARY_ PO NOT CUT L.ATERAl.. OR TAP ROOTS_
USE NA~ TINE SPADING FOFa<6 AND COMe SOIL TO EXPOSE ROOTS...
~LOCATE ROOTS SACK iNTO BACK FILL A~AS Wl-lEFeEVER POSSISLE.. IF
LA~ LATERAl.. ROOTS ARE ENCOUNTEFeED, EXPOSED BEYOND
EXCAVATiON LIMITS AS REQUIREp TO eENP ANP FeELOCATE WITI-IOUT
SFieEAKING.. IF ROOT ~LOCATION. IS NOT PRACTICAL, CUT ROOTS
A, I ,..oXlMAreL Y .3' SACK FROM NEW CON6TFaJCTk:>>l PO NOT ALLOW
EXPOSED ROOTS TO PRY OUT eEFORE PE~ANENT SACK FIL.L IS PLACED...
PROviDE TEMPORA~ EARTI-I COVER OR PACK WiTI-I WET PEAT MOSS...
TEMPORARILY SUFPORT AND ...~reCT ROOTS AGAINST DAMAGE UNTIL
PEF'!1ANENTL. Y LOCATED AND COVERED WITI-I MoiST SACK FILL...
FFalNlNC:n SRANCI-I ...~ING 6f.IOUL.P ee LIMITED TO SROKEN, DEAD ANP
CROSSlNG LIMeS... TI-IE SRANCl-lE6 6f.IOULp NOT SE CUT TO cot'lr-eN6ATE FOR
ROOT L..OSS- CANOPY ~lNG MAY INCL.UOE SOME TI-IINNING TO PROvipE
LEes WINP ~6IST ANCE F ROOT LOSS COULD CAUSE POTENTIAL BLOW DOtlNr
NOTEe (aENE~AJ..)
L CONTRACTOR TO ...r&:OTECT I J'III'.t:ES TO 1'Q:1'1AIN FROM I-IAJ;!M SY 1l-IE t1JOFeK
OR INPlvlDUALS OR EQt.dFMENT INVOL. VEO IN EXECUTING TI-IE UJOFieK..
2... ALL. TFeEES I-IAVE SEEN VERIFIED BY LANOSCAPE ARCI-IlreCT::
SCI-I1Fit1EFt + ASSOCiATES, LLC_ EUGENE, ~GON, Fhon~ (&41) 6S6-454(2)...
Schirmer + Associates} LLC
I AND U S F P tAN N lNG, SIT F. D F S I G N
AND LANDSCAPF ARCHITECTURE
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-4577
Web: www.schirmerassociates.com
Eugene, Oregon 97401
SCHIRMER + ASSOCIATES llC, lAND USE PlANNING,
SITE DESIGN AND LANDSCAPE ARCHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PlANS.
THESE PlANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIEO IN Am FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRmEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES llC,
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PlANS BY A THIRD PARlY, THE THIRD PARlY SHALL
HOLO SCHIRMER+ ASSOCIATES lLC, HARMLESS,
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
REVISIONS
# Date Description
4.15.08 Revise as per conditions
Sea Je; 11 = 20' - 01
4~ Ci)
o
10
20
PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS .
PROJECT ADDRESS Springfield, OR
PHASE
2.13,08
DATE
ces
DRAWN BY
ALE NAME
CHECKED BY
SHEET TITlE
DEMOLITION PLAN
LANDSCAPE DIMENSIONS
TREE PROTECTION
SHEET NUMBER
L2
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(!l INLET := 430.55
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# 112 PER CiTY OF SPRINGFIELD
SEWER !NFRASTRUCTRE MAP
NO. C02; NOT FOUND
1 433.12
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434.73
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SCALE: I" = 20'-0"
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PROPOSED ,. OF CURlEU.YA11OM
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Date Received:
APR 1 6 2008
. Yifl {,\ Submittal
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RIM !!::! 43'1.79 RIM ~ 431.58
A ~A J -:) 0 A. ) A S fL 8" IN N. = 425.99 \ \
'VI , ,:.t:) FL 12" IN E. 425,64 )
_ ~ _~.~~_=_.,~_~_==--=~:~ FL 12" OUT W. = 42564 \ \ 'l
_-._.___ _ '~-4" G----.w~------ -~-."--4.. C 431.38 TC ..___-.. ~-e__ ~_!S1.5:3 T~.! 4" C.4" G _ \t;~'431E:rC
_---------..~WW MHJOOl ~ g
____--------- RIM := 431 ,11 \ ',~ E:X. ST MHJ.1.1Q \ ~(t)
___'- .---- FL 8" IN N. := 426.21 RIM """ 43 j .89 \:.s.-r;
...-'-'-' .; FL 8" IN W, = 425.83
f= FL 12" IN E. <= 425,61 ~ FL 24" IN E. := 422.79
I Fl 12" OUT $, = 425.49 ~,j FL 24" OUT N. = 422.49
+ 4-31.21 + '
431.4-:' W W
..........- .........-'2"'" '\\1: - -.... -... -1"" W- 1">> ~tJ I )' \ ;..,j.\ \
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:::,__________.._._._________,,_..__-_ '__'__'___~'__' __ . --_,_... __. _~_ __... - \ W1 f;-' J; --.-.~-----1_ W ~'
"<9 ~ ~ -'-'-' -..-.- --------- -'--- .---- ------- --.---,.-...~_.._._-~.-~=.::.::::.:....-.-._-...-.-.-~-.--.-~-.-.-.--.---.-------.-.-.--.,-.---.-.-----_.-.~.--~.~ .l--~l.-~-.-.
. ~/-l t;; .----.... '- ----.-----.----.------. ..--- _.~._--
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,.,'... ~I .-___........ ----.~ N 8fr5fr1O- E. 81.12' ~~ ~
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~.}>.~ . 8" VfW '8" WW. ___ ( .~ 4.>1.08 rc ,-....... ~.;t1.15TC , ..431.2"TC. 4.3t.35TC 431.39TC 43143TC ~lxJ .1 ~J 4-153TC I ~, '.."
. ..............---"L2.J "".......... . ...................""'-c.....~""'.....~ J IV' ,fl. .. '{'_~_.:-":<~ . ~< To ,*" ~~ . v . . J " \ 4-31.76 Tt:
r.X. ST Cl 1511- r ...... ~. ' <; - / 8 WW ' ~'12 WW-~_ - '.1i.lwW--' . -'-"11" 1/\ &'12" wW --
'-fJl. "'-W ~H ~QQ2 TC/RJ~i "': 431.03 ~ ,<31.19 ~i:;--- OH~W' 1431.34 / OHW !43146 O~~31.5?' '431.56/ :rOHW'T' ",-C )~pp !'OHW OH 4-.3L9~'
R!M ._ 4...1.1, INLET .~. 430.53 ~ w 4~ 1.26 ~"- 1 L -" 4316!=i \ I I
FL a" IN N-W. ::::- 426,27 FL 4" IN N, := 428.68 . ! ---~ :- l_IW}~~!:~6 ____~:!.. ___J~!1..4..:>_;.._ _________ ,_ _ 43U31j I t\O 431.75 ," l~ ~ Iii
FL 8" OUT L ~~ 426.27 Fl ..12" IN N.__,,~..-~6.4.,.L8....-......,-....-.......,.r;,-::~::':':........-..,...JL_._:.~!:..~:-........-.;...r.!!"...~T _.;.:::;;.~;;:;-.::=.~-...-,.._-.--..-..::..-... ,~=-.;.~- ~1,o~L::'4.'.),56 i -4 ".29TCY-.---- \ i ~_ m ~t3L91 ~ 431..9?}
Fl:.J t.:...,0~:rl'M-..~P). ~':: 4422'~'50~ -------.I..... -.J./~ -.-... --- ~=_______---.'t:'..-.,,----'J.~l .~) I'" ," -.... -t -6" W- ET I "-ll.v.... ........." \-1 //~
,:;)1..; .::::: .,"L,..) ~fl _ ....". .. --. ! I I ~ __--I '-,:'
--12" ST..":"'- !;.{ ::. T ~- ~ ":--1 , ~T';:;>' =:,__..___ . --_.. __ I. . i '}" "b ~
__,_---. -... - __._" -_.......... ='" 1-"". Sf- 12" Si- ~Z4" ST---
--- _ _ __""_...',., '-__-=,t :.:~-.:.-;;:;..;l::.-:::'-':~__;::.:.:::::..:.:;'-:.::::: _ :::: .:.-::: -"::';:":.:::':::~:~' ~':=-:"-:"='~== ~._~
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I ( '- .:1:-.' / - 1M l ~, ,,\>:. ---.... ..----....
--'-----.8" .Sf- I i:2 ~ Ar:.J~:~ f433.36 Te a I . j/ I \~ ./Jf.5! Cl 1 ~ \... - ,.;".,? I
._.,______.._~.__,__..~ ~__'_ :;: ~~ ::Y ,t[.:..:."c- ~: ' I" ~ l{:> Mf : ~ '\ tx
--...--..,<< '~.._-.._...~'------'-------,,-..-..--_.-----.---..~.-____ _._~..___ ...,-::::::1-.--... ~ ~ g t,."" ~?.-,<o - t~. . / !J. '~vh, I 1 \\1' <:' ...
.------..-_____.._.___~_______..._____._. ____~_2~i.--...r __ ...-)__ tJ:>I.> ' . 432.70+ ,I ' 18 ?? t: : __ EX. ....JT Ce
.:3:!1 ~--------~,- _____ _ . ~ I I ' V )'-" I I II ,-- RIM - 431 91
t. ~4 05 j:- -:;;--" ~~-~~ - ---- '------.~-..---.-------- _.1..J-" <.! I .---.......- -.
/ ~_. \.. It) 1.$Tl--.....- _~" 5T l ...., -----T-----;;:;--...~.-"\:---...- -- --______ I - I L _~-- FL ::::: UNKNOWN
43412T<': ''''0 ~ ~ 11\ ,.> 8". '. .4.:>,.90 "'...'-..-. -;-"-' -_____.J._ ".-. --..--- ~v ---
EX, ST MJ:i/Ce (#11 ?]j .;r .... SIGH.<,- \~:? ~ _ i I . t ,......." . e" Sf. ; ~ ! ( , ?'O --. 4j2.77T~.:::::---..--_...(BLlED WjWATER & SilT)
RIM ::z:. 432.61 "'~)'6' 1 c: ~<;I ,~') I k!J' ~.., !' f.> ~~. ","J" (NON-GRATED COVER
" FL ,8" IN. E, ~%':: 427.46 -:-_ 434,2~V;l ''0: ~ ~ ., ~ ~ ':.r.ty~f..l ht . .: . ""-......,., !:X. ST CB . I ~/f ,:>'Q~ . /'. I z.49TC x~ COULD NOT BE REMOVED)
TOP 4 VERT. OUllET ::-: 428.,3i - I,,~ "'\1- I \ 01 ~~. '" (: l' "RiM "-= 4.31,59 : .-r ~ :t~<\' I ,~(~f /.~)
TOP 1211 VERT, OTLET '''' 428.31 -_____ / ,~\<.?, .~ x. lt~~! ~ ,d)~ t~A: Ui& FL 6') OUT W~9.....-~ : ":"?>'~^:J:'~"""Y
1- ~." - - . ~ -" ",t-, '!1 rr, 'i( v ^ 1"'.:"" boj . &, ~ I I t\.-' .? ",'
.L 12 ,,-JUT N.E.:.z 425.b1 ;, ~', '{t- \)) .'c> _1 43354TC-.-'tr'" +4:'i't"'1 " ca, SUMP:= 428.44 I I ~t;{'r"')'
SII~Ap _ 424 t: h W ,';.t '&<)' 'J>:. T - . -.).,1 I' I I! -:7'. ,"',tv.;)
'.' ..; vi ,- , 'h, M A.>J .. ;, :r: ..... ~ <0 .,.... -%, I . _ t .v ~ I I i::< 1f7 '
I.' (:I (:I ::a \~ C"! 0 q "'\ . ltJ 'N ",' I "'" ,v (.. I 'i 41;2,29 t::>" I
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~ ~ ~ ~ _. !~j :~"~\~ [ : fJ'.~;?i~;~}.".. ~ ~~~~ I .~~~~x 403~~3T: tC
'.l" ..,...;r, or-.,..,,:,:\',:..... .R. ....., y~\ I I 51
. :iff?I~~il3>.:H. ++,184 ! f~j I I!
^.~?"J" -'4~.58 tlr !Jlr ..:~~~{~I~i::ii ~// I: ~ ~ l!i+ J
.~- i li'~!,;1 ~I!~li:lr:ji I~ tl1 I~ I
E . .. '... .... ;l~: !iJ.":W::33;4:' ,~~::,.;:~t;:,\:: _--lt~~:36l-~ i \\ .~fI,'?'" I
434.26 Tt -.433.72 ;~!r ~~!!;\~ ::,~.::.,;.>'r{t:;\j!;tk:~~C~~' . . , . I. . ..~! x~ I
'~~..).3.49 TC ..r "1,,. ".,.. . .. '. ,.. ,..", I S'I J
\..,~~ j fJj:~?:: <; ';;~~fl~ . ~ j::. .:1 \ /)
~ / ~s~ CB x'~~<~ i'- i :~~':.). A;;.,i:;~:~~~ ~9 -l~-~ ~I ~(.~~~
~/ RI~ 432.71 Z - ;,;ij:ii\, ~:":::'Jt(l.ii:~~t :. i i'~ 1 ~,x
~/...' .. 433.62 " ..,',.... .....,,,...,,.,. .,. II I y'
j:J; '::; __ ~ ~v & ~ ," . I ~I --1> Ii:;;;:;i:~;~:J. .: ;ii'tW,@J;., ... .......1 ~j' i':
~3.9aTCr ~'8~:- ~7i;~~::0~~~~~"''''~~~ ~41;;;rt~f[;~ -~ l;~l;:'i~:!:r ~~: ~ 7 ~ ~I ~ ~ ~ ~ ~
':~~v.~ .~- r /4:.:;::C f :~;j~;~:~."{:(':!;::;i~t ~ ~ I ~ i ~.~: ~ "m
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:~? ____: x' _~r''-:----~' ~ ,~ " II?; ,!;,';$~ ;3407 ~: ~- ~ II ~ ~ ~ ~ ~ ~ $~~~V' \
t:1/) - - ~ ~ ~ \:.>:::',:'~:;\:.':':.: (:<. '::':':"~":\) ~ i / +433,64 I 0
~~. WW MH #Q,07 ~ ~-' ,\v ~ ~ ~ >\\j~~$~:: <~/.... ~'}::':::'.: .'::../; +434,78 Ii! ~ \.
RIM 4 ~5 '1? ...~ -t!i-- ~ I ':'.: '..' .'.' t J;.' " '.' ". " @ I I ~ ,.
, :::::: .....'", .. ....) 0';) f" I :\d. 73 -434.56 '...!, ""; '''.iI ~ ".:.:' ,/-:<-:. I - If, \
F[Ll~~~ ~: : :~;:~~ ~:~. '35.30_rC, 'y---___ 43529TC 5.t~: 1 ':iJI!J' \;:.-,~;"\/~. Ii' - ~ F ~,~~</? ~
, '" /~_- ~~~::~_~c____________~_____ $"'. :~::o'-0;'::;':;'#~!~,:\;~j!~f~,. ~ 10; -; _ v/~ _ ~3398 !
\ ~~\~...~ 436..32TC 43$.24.((, +435,45 ~ 435.73.!C...... '-"-;''';''':'''I'''~7''''-;-;''''''-:'1.1~t~35:'46;*Z;7::\."",;,~ .-...---- ~ -T----i-f?~-, ---~---1 0~/ --S'; -~~
\ .-_. ._......~..---- 4:36.21 TC ~ .... G- ~ 1 n ~~: l .' ~,,'... "-
'i----.,.... ___________,______________.__________ __~.____ \ .__...-"~~ ~, lri I N ..q:ifl/ I I I t;1l ~""- '\. "\.
~\. _----- _.---.- ._-.-.-./-::\-~----~-----:~-:~--- ~~-..---. -----::-~-~:-;. __n -~~=_.-- -~--:-~_ ~-2~~~=~~---'.-- ------\~~-:-;.-~-------------~~t~:~~-:!t--==;-! ~ G' ~.42 TC"~~~ ~ ~ b
_p"- .1'F53~ ~ I '--7 !'I. 1\'" -/.. G - '-,: G- .
.. .-,,---..-- -,,-' . - .--" .:'5.<9 + ____~_ - ,"..w ' - 43s.o8+ \. ; : ; ~ I; >., .
\.. ",,"'_ _ .._ _____~- _.____.___.. _____._.._______ ___...___ _ 4~')4.86. I..... l....b< <) l-'- U '-,
;__-:;.'''_ ___.____._._".._.._.______..___,.___,____.____________ "....._ t8l - ----- --------- ---.---------.:;----------- ( " j I~J \< t- ........~_........
\' --- -----------~--~.-~~:--:,,-...:--,o.,--- -- ~-. - -____...A___________. :----..------- .---------- ---- -------.. --r ---- .------ .:-----------. . -- . 1----~~ ---1 f! x~y ~! ~ "'''-''
" ..... ._ ~ ,,_ _................-{.&r!" 1:(' ..[.! ',(v ,8 WW - 8" WW I 8" HI'" I + I I I "It' 1') '1'
. ~ .~ ____ "'....'.'!!>.. '" . _ . 'HJ I I" \ '<t
~ __,,-~-'- '..............'- ........ ,,_,,'b "y . ".1' N '.'-'- W II ."'! l- I S 'j;1 i 3:?: I
" ..,.....,--- 6.' wH"-- ~.' ^,v' ';')'0' .P' ~ ..U& Ij} 1 ~l:;,. f...!; I (, x.
; ,.._."-" _..".,...--- Q ~.~ ,~ ~ 4-.35.82 TC __ 435.41 TC ~... I !:21 IN. I ~ .....<0
~~...._-.-,..-..."..-.-.- _._",--'''-''- . -~....6~~;;~t a- .~...._._.__...- tw~,.i.""""'".~>U1 ~._...-_....... ... ".: .-.~.. r;-- Q '>i: 0 "'!. ! IN! ~ <.> ;>t<....
..,-, ,\V\.~ !;___.:'\i-tJ7.26TC \' 4.~7.06TC ". ; : : I f=?l ~ Iv.
<:)0] Z- 4.313" TC 437..30 TG'- 437,31 Te -1---1 ! : -.. ~/ ~\ i ~ '! : : i l1! ~ ~
0'.......- l~l;<;.. <0':--"" ' ,^" 437.45 _@I h ~^--(j\,\\, ~1 ~ f ~ ! I ~II r '''''~, ~
t>-.~' 436,95 TC ----.,. @ EX. 5T CB. ^ ~' \ . \ lti I ~ r I ~ . . - ,........."':'r:--
, . ,~\ ' t<) I ...... I I ~ ____. T __
\ RiM ~ 43'6,51; ~ " -+ I 1 : 1') ___,.., ---.
'\", / @. . I 11;l: ~_ ----- l") ~ ----
/ ,~ G:> I if.. C-I ~ ~
/ -^~., I VI i I *. ~ (() ~
437,$0 :,:>" I. I ~ ('.I ..., to')
I' t... I' II"" ( ~ ~
/ ~"I 1, ~,!l 't"' :) '- s:=:=
,/ ..~ ~."..L........~!.~. .....L~~.~>. _......f 1-... ..,_-:.~~~:3~,...:~ ..._~ . . 435.30!.
/ " :s: ""',,1 1;;,. '\\,'~' 435'69,'.__ ~~_....,-..--,..__...
EX. ST CB . \. 11 '.', ! %. "'. j~
, RIM::::: 434,44 .):., --= g ,"'.' , \., i \, ,', '/
FL 6.: OUT S. :::::: 43.3,39 @ ~ J:\,.. '1" 11:>....." t .'..,J. \
4-36.99 ~: : \.;" \ . "" I"
AReO AM/PM FUEL ..----~~ '. ~g----~__ i \,..~, :~I """'" I (I
STATION It MARKET I ~ I \\ I ~ """
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....MII... '......... '. .tI...........~............UtO.......,.. ....1ME~1 ~ TAX LOr'" IMP 17-81-15-38
.... .--.. fIF __ ")jru_.mv . EX, WW MH HOGa
'IIIfI .... ., 1M! _~.it. . rfH Rlf..1 :=' 435.09
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RIM = 431.79 \RIM = 431.58
FL 8" IN N, =: 425.99
G A M E F A R M R 0 A D E A S T ..,,-:-0 FL '12" IN E. '= 425.64 \
~",;.1>. FH ~,'> Fl i2" OUT W. := 425.64 \ f
431.19rc r . .. 4,31.3STC '. -.---;-;: ~~. ----4.' G-'--- 4" Gl'.'--- t;)~--:-......
l " " 4" G-----------4, G- _~ ~f ..,,-- ;::-
4" G -------,-----4- (,;-,-------- - _____ ,,'
I -._~~. -. _--..---------EX V{ji MH #.001 ~ g~
I -- ~L~lJi2.12 _,_---------- RIM = 431.11 it> EX. $T MH # J 1.0 \ ~
J- Te/RIM::::: l,l.31.05 ........-...- FL 8" IN N. '== 426.21 I RiM ::= 431.89 5:r
:fJ INLET ;: 4.30.55 __-~._.--'--._.--~. FL 8" IN W. == 425,83 II FL 12" iN W. :::;; 422.79 \
N ._----.------- FL 12" IN E. -. 425.61 ii:l FL 24" IN E, = 422.79 \ \ I 0.
~+'r- .---- I Fl 12" OUT S. = 425.49 ;.. R. 24" our N. = 422.49 ~t.>.,,~.
" ~~~=-::2. w+ 43'~~_____!-_'2" w--~1~.~-____:~_:.~.___~,_~~___\-1L. ~_ >~---~:~~=-.---------::~---\--~1----
.-~~~-.---.-----.---.-.-.--.-.---.-.-.-.-.-.-.-.--..-.--.-.-~--.--~. ~.-._.-.---._.---~ ~~ ~ -~ ~ ! ~ \'\ ~i
431.0BS~ .>> ,.431.15TC .4;S1.23TC I') / _ .4-31.35TC 43J,39TC 431,4-~"-..~'?"'~..., J l.~ . 4..,1.53TC ,\ \1 1431.76TC
"")-\(~S- .......-,- -. 8'" '''''''~''-------t::'_X.'--~I8.'_'c'''i'''''#-':)-'1-1------,--- ,.,..~', .. .-...- 8 UlUI.'\~i"""": S:';J-,,--.:ti12'Wrw 1'"' \...... 12 (~=:S}-'1') ww ._
~ "-. "" ..n ... v . .........-.. .... v." .... ~ un rJ':-t:':E 't .~' ..:: ',u:. \.:. ..,.,: ~~:,,:'l.. ~ - ",:' .":<.:...;:,1.... j:~' Vln ____ l _~__ ~":-..._ --~
~~----w'-~-~~-OHW---'------fi--OHW------OHW. . h' >.:.........-::::-.. 'Y. ',' ,~;. " OHyr '~,' X I' ".: op QHW C 41192
4:-51.19 "j~~ 431.34 / 431.46 431.52 4..3..56 '.: ." 'J .:' ", '.'~:/" ..";!i1:,-, ',,,:..,,..~..":"l '_....----~__ ~l.
'~~~V ~~~~ili5 ~~~0~~t.~~~_1_f_!_t_~~~_~_~~'_~_:_?_~_~_._~_~_~_~_~_~_~_~,:.~...~.~...~-~_~~~~I)~~w~e~~.;6~w~_k~'~\1~~/~
FL 8" OUT E. =: 426.27 FL '12 IN N. := 471_.18........,.--.... __-::=::~..E.:.:::=~ -'---... .........-__.~-..-- ~... _ ~ -'-.. .. Hi'll -.... ~. L. >:.r
FL .12:.~"Gt:rr-'S';-..';;;.-4.24.c)1 --- J --... ~ U .__~ (W ~ , /
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AN ADDfIIONAL FIRE tMltMT IS ~ 1HE
NOImt ..... OF BEL1UNE ROAD - . . my
205- SOUIH OF 1HE SUB.IECr ~ff.
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NOTES~
1. NO BUILDINGS OR STRUCTURES CURRENTLY EXIST WITHIN
THE PROJEct srrE WITH THE EXCEPTION OF THE TRASH
ENCLOSURE LOCATED NEAR' THE NORJ'HWEST CORNER OF
1HE PROPERlY.
2. NO WAlEROOURSES, RIPARIAN AREAS OR WETlANDS EXIST IN
THE VlCiNIlY OF THE PROJECT SITE.
3. THE PROJECT SITE IS LOCATED WITHIN 'ZONE X - AREAS
DETERMINED TO BE OUTSIDE 5OO-YFAR FLOODPLAIN" PER
FLOOD INSURANCE RATE MAP 41039C1133 F, DATED JUNE
2, 1999.
4. PER CfIY OF SPRINGFIELD 'WELLHEAD PROTEC11ON NIEAS'
MAP DATED SEPTEMIER. 2004 THE NORTHERLY MAdORllY OF
THE PROJECT SffE IS LOCATED WITHIN THE 2 YEAR TIME OF
TRAVEl ZONE. AND THE SOUTHERlY POROON OF THE
PROdECT SITE IS LOCATED WrrH1N THE 5 YEAR TIME OF
TRAVEL ZONE FOR THE 'SPORTS WAY WELLHEAD PROTECTION
AREA.
5. PER THE 'SOILS SURVEY OF LANE COUN1Y' f 108X OF THE
POJECT StTE IS COMPRISED OF THE FOLLOWING SOil lYPE:
32 - COBURG-URBAN LAND COMPLEX
". PER THE 'SOILS SURVEY OF LANE COUNIY THE SOIL lYPE
REFERENCED N!JfIVE IS SUITABLE FOR- URBAN DlNELOPMENT,
~ tT IS SuaJECT 10 UMlrATIONS COMPRISED OF
SEASONAL HIGH WAiER TAIILE, MODERATELY SLOW
PERM!ABILRY. AND LOW SOIL STRENGTH. PER 'TABLE 14'
OF SAID SOILS SWRVEY. THE HIGH WATER TABLE FOR THE
SOIL 1YPE REFERENCED NJCNE IS LOCATED AT DEPTHS OF
1.5 10 2.5 FEET.
UTllI1V NOtt"!
UTItJTIES stZES AND LoeAlIONS SHOWN HEREON ARE lASED ON
A COMBINAtION OF FIELD SURVEY OF OBSERVABLE MJQVE-
GROUND eADENCE. UTlU1Y COMPANY LOCATION MAPS AND CITY
OF SPRIN8f1ELD AS-BUILT INFORMATION, AND ARE SUBJECT TO
FIELD VERlFlCAnoN.
SUfN[Y Nom
THIS. MAP AND THE DATA SHOWN HEREON IS BASED ON RECORD
INFORMATION. DOES NOT CONSItME It BOUNDARY SURVEY, AND
IS SUBdECT TO Attf DISCREPANCIES WHICH MAY BE DiSClOSED
BY A SUBSEQUENT BOUNDARY SURVEY.
~I rNAmN NOTE:
ELEYATfONS SHOWN HEREON ARE BASED ON crrt OF SPRINGFIELD
DATUM. BENCHMARK USED WAS CITY OF SPRINGFIELD BENCHMARK
NO. 420 -GATEWAY / GAMEFARM.. A SQUARE CHISELED IN THE
TOP BACK OF CURS. 7.6 PEEr WEST OF THE WEST END OF THE
SOUTH RAMP AT lHt NORlMiAST CORNER OF THE INTE~C11ON
OF GATEWAY SFREEr AND GAME FARM ROAD EAST.
ELEYATION - 431.73
CONSTRUCTION NOTES
REMOVE EXISTING CURB.
CONSTRUCT POURED IN PLACE CURB. SEE DETAIL 5/04.
CONSTRUCT ASPHALT SURFACE IN DRIVEWAY AREAS. 3-
ASPHALT ON 8- CRUSHED COMPACTED ROCK PER
OWNER/ARCHtTECT.
CONSfRUCT EXTRUDED CURB. SEE DETAIL 2/C4.
CONSTRUCT SIDEWAll<. SEE DETAIL 4/C4.
CONSlRUCT SWALE. SEE SHEET C2 fOR DIMENSIONS &
SLOPE. SEE lANDSCAPE PLAN FOR WCErAllON.
CONSlRUCT CONCRETE SURFACE 4- YmH '4 REBAR 024-
o.c. .E"ACH WAY ON 10. CRUSHED ROCK COMPACTED.
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LEG-END
FOUND 5/8. IRON ROD WITH PUNCTURED
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FOUND 5/8- IRON ROD WITH YELLOW PLASl'IC
IDENTIFICATION CAP STAMPED -o.E.5. PLS 2280.
FOUND P .K. NAIL WITH WASHER
STAMPED -GES PLS 2280-
FOUND P.K. NAIL WITH WASHER
STAMPED -U 1138-
DENOTES UNE NOT DRAWN TO SCALE
EXIS11NG TOP OF CURB OR WAU< ELEVATION
EXtS'fING SPOT ELEYAnoN
EXISI'ING WATER VALVE
EXISTING WATER METER
EXISTING RECTANGULAR IRRIGATION CONTROL VALVE
EXISTING ROUND IRRIGATION CONTROL VN..VE
EXISIlNG FIRE HYDRANT
EXISI'ING SFORMWATER MANHOLE
EXISTING SFORMWAlER MANHOLE / CATCH BASIN
EXISTING CATCH BASIN
EXISTING lWO-CaL CATCH BAStN
EXISTING CURB INLET
EXISJ1NG WASTEWATER MANHOLE
EXISTtNG CLEANOUT
EXISTING GAS VA1.VE
EXIS11NG GAS METER
EXIsnNG TELEPHONE RISER
EXISI'ING POWER POLE
EXIS11NG POWER POLE WITH LIGHT
EXISIlNG SITE UGHT
EXlSnNG POWER POLE ANCHOR
EXISTING ELECTRIC METER
EXISTING TRANSFORMER
EXISIlNG CABLE TELEVlSION RISER
EXISI'ING PHONE BOOTH
EXISTING 6- DrA. BOLLARD
HANDICAP PARKING SPACE
DENOTES TRASH ENCLOSURE
EXISFING OVERHEAD WIRE
EXISIlNG CHAIN UHK FENCE OR GATE
EXISI'ING CURBING
EXISI'ING CURB Ie GUTTER
EXISTING CONTOUR UNE Ie ELEVATION
EXISTING srORMWATER PIPE (SIZE AS NOlED)
EXlSTING WASTEWATER PIPE (SIZE AS NOTED)
EXISTING NATURAL GAS UNE (SIZE IS NOTED)
EX~NG WATER UNE (SIZE AS NOTED)
EXISTING UNDERGRoUND ELECTRIC UNE
DENOTES EXISTING CONCRETE
PROPOSED WATER UNE (SIZE AS NOTED)
PROPOSED WASTEWATER PIPE (SIZE AS NOTED)
PROPOSED STORMWATER PIPE (SIZE AS NOTED)
PROPOSED UNDERGROUND ELECTRIC UNE
PROPOSED UNDERGROUND TELEPHONE UNE
PROPOSED WATER METER
PROPOSED ELECTRIC METER
PROPOSED CATCH BASIN
PROPOSED CURBING
tiiii PROPOSED BROKEN CURBING
PROPOSED ELEVATION
PROPOSED TOP OF CURB ELEYATlON
EXISTING ELEYAOON MATCH Ie VERIFY
DENOTES PROPOSED ASPHALT
DENOTES PROPOSED CONCRETE
DENOTES PROPOSED VEGETATION
PROPOSED SLOPE
Date Received:
APR 1 6 2008
fllJat. LSubmittal
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~J..ANT 1.. rer
Qty. Botanical Name
TREES
1 Acer macrophyllum
1 Acer rubrum 'Red Sunset'
2 Alnus rubra
8 Calocedrus decurrens
SHRUBS
7 Abelia grandiflora 'Edward Goucher'
2 Ceanothus sanguineus
5 Lavandula angustifolia 'Tuscan'
7 Philadelphus lewesii
21 Rosa nutkana
7 Rubus parviflorus
10 Viburnum davidi
PERENNIALS
11 Iris sibirica 'Bennerup Blue'
7 Iris sibirica 'Butter and Sugar'
4 Iris sibirica 'Dancing Nanou'
GRASSES
99 Juncus patens
Common Name
Big Leaf Maple
Red Sunset Red Maple
Red Alder
Incense Cedar
Edward Goucher Abelia
Oregon Redstem Ceanothus
Tuscan Lavender
Mock Orange
Nootka Rose
Thimbleberry
David Viburnum
Bennerup Blue Siberian iris
Butter and Sugar Siberian iris
Dancing Nanou Siberian Iris
Common Rush
YEa;ET A Tf;O &WALE REQU ~EMENT
STORMWATER VEGETATIVE SWALE REQUIREMENTS
Based on 996 sf Facility
Plant Category
Trees
Large Shrubs/Small Trees
Shrubs/Grass-Like Plants
Grass-Like Plants
Minimum Required
10
41
498 sf
50%
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10
70
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hardwood &taIcs&
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Rtf ha'f'wa~ and water thorough'~
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neE PEDESTAL
Prepare subsot' to prevent eettffng
neE TIES
Grow StraIght. or approved
GUY wl~ SPACING
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REMOVE 'I'I"Q:E TIES AT ONE YEAR WA~TEE.
OCON FEI:cOue il:cEE l=I..ANi NG DEi All..
N..T..&...
Size
Comments
1 1/2" cat
1 1/2" cal.
1 1/2" cal.
5'-6'
Evenly branched
Evenly branched
Matched, evenly branched
Evenly branched
5 gal.
3 gal,
1 gal,
3 gal.
3 gal.
3 gal.
5 gal,
No sub: source: 686-9999
1 gal.
1 gal.
1 gal.
1 gal.
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Schirmer + Associates, LLC
l. AND II S F P tAN N lNG, SIT f DES I G N
AND I.ANDSCAPE ARCHITECTURE
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-4577
Web: www.schirmerassociales.com
Eugene, Oregon 97401
SCHIRMER + ASSOCIATES LlC, LAND USE PlANNING,
SrTE DESIGN AND LANDSCAPE ARCHrTECllJRE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PlANS,
THESE PLANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN Am FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT ARST OBTAINING THE
WRmEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES LlC,
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARlY, THE THIRD PARlY SHAlL
HOLD SCHIRMER+ ASSOCIATES lLC, HARMLESS.
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
REVISIONS
# Date Description
4,15,08 Revise as per conditions
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PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
2.13,08
DATE
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DRAWN BY
FILE NAME
CHECKED BY
SHEET TITlE
PLANTING PLAN
.
SHEET NUMBER
L3
.
.
Date R ee ~ived:
APR4 6 lOO8
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SECTION 31 05 00
LANDSCAPE EARTHWORK
PART 1 GENERAL
1.01 RELATED SECTIONS
A. Section 32 84 00 Planting Irrigation
B. Section 3290 10 Planting
1.02 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
Section 328400 -Irrigation Sleeves
1.03 SITE CONDITIONS
C. Locate existing underground utilities in area of work, Provide adequate means of support and
protection during earthwork operations.
1.04 DELIVERY STORAGE AND HANDLING
D. Protection:
1, Use all means necessary to protect materials of this Section before, during and after installation
and to protect installed work and materials of all other trades.
2. Replacement: In event of damage, immediately make all repairs and replacements necessary for
approval by Owner's Representative.
1.05 ENVIRONMENTAL I SITE CONDITIONS
E. Existing Conditions:
Verify existing site conditions, grades and elevations prior to grading and new construction
installation,
F. Weather:
Excavation and fill operations must be done in dry weather, minimum two days following rainy
weather.
G. Protection:
Protect bearing surfaces from moisture until paving or concrete is placed by covering with impervious
membrane, installation of minimum 6" thickness of crushed rock.
NOTE: Contractor shall perform work during inclement weather at their discretion such that all
warranties and intended appearances are realized at the Contractor's risk.
1.06 COORDINA nON
A. Coordinate other trades affecting and affected by work of the Section,
PART 2 - PRODUCTS
2.01 SELECT FILL MATERIALS
H. SAND
Concrete sand. Graded in accordance with ASTM C136 with 100% passing a NO.4 sieve. Washed,
free of fines, free of organic material and other deleterious substances.
I. 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 other deleterious material.
J. ROUND ROCK
Clean, %" , round water-worn, evenly graded, free of organic and deleterious material.
A. BASE ROCK
Crushed rock, 3/4" minus, free of organic and deleterious material.
B. COMMON FILL MATERIAL
Subsoil:
Excavated material which may be encountered in obtaining indicated grades and lines.
C. FILTER CLOTH
Fibertex, Grade 150 by Weyerhaeuser or approved.
PART 3 - EXECUTION
3.01 EXISTING CONDITIONS
D. Verify ground dimensions and elevations prior to beginning work.
E, Notify Architect of discrepancies between drawings and site,
F.Notify General Contractor of defects requiring correction by others.
G. Do not start work until conditions are satisfactory.
H. Commencing work of this section denotes acceptanGe of existing conditions.
I, Tolerances: Perform work true to lines and grades, and to prevent ponding of water, with maximum
variation of plus or minus 0.05 feet.
3.02 CLEARING
J. Clear vegetation, root systems, and decayable debris from areas to be occupied by lawn and plant bed
areas; minimum depth of 6u,
K. Clear site of trees, brush, vines and shrubs only as necessary to complete work.
L.ln parking islands excavated planting area 12" below grade of finish asphalt and to native soil.
3'.03 GRUBBING
M. Remove stumps, roots larger than 1-1/2" diameter, rocks larger than 4" in diameter to the following
depths:
1. At areas to receive plants - min. 12" below finish grade.
N. Remove all grubbed material from site.
3.04 EXCAVATION
O. Excavate as required to achieve accurate subgrades, or to solid bearing whichever is deeper,
P. Do not excavate saturated materials,
Q. When excavation through roots is necessary, perform work by hand. Cut and treat roots following
approved arboricultural practices.
R. Trim excavation and leave free of loose material
S. Correct over excavation under plant beds by providing additional fill material as specified.
3.05 IRRIGATION SLEEVE
T.lnstalled under separate contract.
3.01 FILLING, BASE COURSE INSTALLATION, AND ROUGH GRADING
A. Do not start until completion and acceptance of all specified subgrade testing. Before placing fill,
remove all debris, Do not allow subgrade to be exposed to rain.
B. Fill to elevations shown on drawings, Filling includes subsoil installations under plant beds,
C. Fill systematically, as early as possible, to allow maximum time for natural settlement. Do not fill over
porous, wet, or spongy subgrade surfaces.
0, Scarify subsoil to depth of 6" at all plant beds. Use whatever means necessary to achieve a 6" layer of
subsoil with soil clods no greater than 3 inches in diameter. In areas where existing trees are to
remain, secure approval of Owner's Representative before proceeding.
E. Place and compact Select Fill Materials in continuous layers. not exceeding 6" loose depth.
F. Place and compact Common Fill Materials in continuous layers not exceeding 9" loose depth.
G, Maintain optimum moisture content of till materials to attain required compaction density.
H. Employ a placement method so as not to disturb or damage work.
I. Make changes in grade gradual. Blend slopes into level areas.
J. Refer to Placement Schedule for compacted depths.
3.02 LOAM SPREADING & FINISH GRADING
K. Verify that required scarification has been accomplished prior to placing loam.
L. When necessary, eliminate uneven areas and low spots in subsoil. Remove debris, roots branches,
stones. Remove subsoil contaminated with petroleum products.
M. Place loam in relatively dry state at areas where scheduled. Place the first 6" of loam and till it into the
top 6" of scarified subsoil. Spread loam and compact in 6" lifts,
N. Fine grade loam within specified tolerances eliminating rough or low areas. Establish uniform
gradients between given grade points.
O. Remove debris arid foreign material while spreading.
P. Manually spread loam around existing trees to prevent damage,
Q. Compact materials as scheduled,
3.03 PLACEMENT SCHEDULE
A, At Plant Beds:
Subsoil compacted to 80% per ASTM D698; Loam, minimum 12" thick, compacted to 80% per ASTM
0698.
B. At Bioswales:
Subsoil compacted to 80% per ASTM D698; Loam, minimum 6" thick, compacted to 80% per ASTM
D698.
3.04 CLEANING
R. Upon completion of work of this Section promptly remove from the site all scraps, debris and surplus
material.
END OF SECTION
SECTION 32 8400
PLANTING IRRIGATION
PART 1 GENERAL
1.01 RELATED SECTIONS
A, Section 31 05 00 - Landscape Earthwork
B, Section 32 90 10 - Planting
1.02 ALTERNATES
A. Refer to section 10 23 00, Alternates for possible effect on work of this Section.
1.03 SYSTEM DESCRIPTION
Electric solenoid controlled underground sprinkler system of PVC pipe and fittings, with pop-up heads.
Work includes installation of new shrub and bioswale zones, installation of new controller and backflow
prevention device. Power supply will be provided under this contract.
1.04 DESCRIPTION OF WORK
C. Provide all labor, materials and equipment required to complete the design and installation of
irrigation system as shown on Irrigation Plan.
D. Protect active pipes encountered; notify pipe owners.
E. Repair or replace utility lines damaged by work of this section at Contractor's expense.
F. Protect persons and property against damage and discomfort caused by dirt; clean as necessary
and when directed,
G, Existing Plants and Trees: Protect against damage.
H. Other Work: Protect other work against damage and discoloration caused by work of this section,
I. Acquire all necessary permits.
1.05 SITE CONDITIONS
J. Verify ground dimensions and water pressure prior to construction,
K. Notify General Contractor and Owner's Representative of discrepancies before beginning work.
L Irrigation sleeves to be installed by orcoordinated by general contractor,
1.06 QUALITY ASSURANCE
M. Contractor must be licensed under Oregon Revised Statutes and have at least two years prior
experience on similar scope projects.
1.07 REVIEWS
N. Request the following reviews by Owner's Representative 72 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.
Owner's 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.
After pressure test acceptance, begin backfilling and/or assembly of zones and all other system
components
1. 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,
Owner's 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.
1.01 COORDINATION
A, Coordinate with other trades affecting and affected by work of this Section.
1.02 ENVIRONMENTAL CONDITIONS
B. Temperature of mating surfaces of plastic pipe and fittings to be between 400 F and 1000 F.
C. Do no PVC Solvent Welding in rainy weather except under cover,
1.10 DELIVERY, STORAGE AND HANDLING
D. Store packaged materials in manufacturer's original containers with legible labels intact. Protect
against moisture,
E. Store plastic pipe on firm, level support; protect against direct sunlight.
F. Store plastic pipe cement in cool location,
1.11 WARRANTY
G, Warranty all material for a minimum of one year after date of substantial completion, or longer if
manufacturer furnishes a longer guarantee.
H. Correct immediately any failure caused by poor material or workmanship during 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
I. Use only new materials; of brands and types shown on Drawings or specified herein.
J. Similar materials must be products of one manufacturer unless otherwise approved.
2.02 Product 1
A. Manufacturer: Rainbird
1. Substitutions: See Section 01 6000 (01600) - Product Requirements.
B, Product: Irrigation heads as per drawings
C, Product: Automatic / Manual Contral Valves
Rain Bird PEB-PRS-D Series
D. Product: Irrigation Controller
Rainbird ESP-xx, Size as per irrigation design.
Product 2
A. Manufacturer: Wilkins
1, Substitutions: See Section 01 6000 (01600) - Product Requirements,
B. Product: Wilkins Series Model 950XL or approved equal. 1 %",
1. Locate as per Irrigation Plan,
2.03 IRRIGATION MATERIAL
A. PIPE, FITTINGS AND SLEEVES
1. PVC (Polyvinyl Chloride) Type 1, NSF approved as per ASTM-DL784, DL785, D-2242, and
Product Standard 21/70,22-70. All PVC pipe to be continuously marked with the
manufacturer's name, kind of pipe, material, IPS, class, or schedule. Class 200 throughout.
PVC fittings to be Schedule 40, solvent-weld type. Main lines (constant pressure pipe) 4" and
larger connections to be made with "0" ring fittings or gasketed fittings, Sizes 3" and smaller to
be solvent- weld connection type fittings.
2, Sleeves: Schedule 40 throughout.
3, Swing Joint Pipe and Fittings: As detailed or; 15" minimum "Swingpipe" or "Funnypipe" with
transfer barb 90 ells at both ends and a marlex ell below the irrigation head.
4. Galvanized Pipe and Fittings: Standard weight, hot-dipped, galvanized and threaded,
B. PVC SOLVENT CEMENT
1. NSF approved solvent for Class 1245-B&C PVC, through 4"
2, Conform to ASTM D-2564. Industrial Polychemical Service Co., Inc., NO.705 or 711 PVC.
C. CLEANER AND PRIMER
1. Industrial Polychemical Service Co" Inc., No, P-70, or type as recommended by PVC Pipe
Manufacturer.
D, VALVES
1, Shut-Off Valves:
Bronze construction, Globe type, 125 psi-rated, threaded connections, with cross type operating
handle designed to receive specified operating key.
Manufacturer: Nibco or approved.
Size according to GPM and PSI constraints at point of valve location with velocity not to exceed
5 FPS.
2, Drain Valves:
122 M %" brass manual globe drain valve
E. VALVE BOXES and COVERS
1. Zone Valves: Ametek 12STD complete, each with locking lid,
2, Drain Valves: Ametek 6 or 10" Round
3, Double Check Valve: Carson Valve Box with lock down lid, Model 1730-18-3PL
4. Vacuum Relief Valve: Ametek 6" Round
F. VALVE BOX KEY
Designed to work with locking lid on specified valve box.
G. CONTROL WIRE
Provide according to manufacturer's wire schedule for valve specifications. 14 gauge minimum.
Type AVG-UF, bearing U.S. approval.
H. WIRE CONNECTIONS
3M Brand, DBY. Direct Bury Splice Kit..
I. UTILITY LOCATOR TAPE
Approved metallic brand.
2.04 BACKFILL MATERIALS
A. PEA GRAVEL
Maximum size 1", round water worn, free of organic matter or other deleterious material.
A. SAND
Coarse river sand. Graded in accordance with ASTM C136 with 100% passing through a No, 4
sieve, free of organic matter or other deleterious material.
B. LOAM
Imported, natural, fertile, friable sandy loam with at least 10 % humus; free of rock, clay subsoil,
clods, lumps, plants, roots, sticks, weed~, seeds and other deleterious 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, and otherwise properly prepared.
B. Prior to starting work, notify General Contractor and Owner's Representative of defects requiring
correction. Do not start work until conditions are acceptable.
3.03 PREPARATION
A. Review layout requirements with other affected work,
B. Coordinate locations of piping to minimize conflict with other work on this Project and other work
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 all rocks and sharp objects to provide firm,
even, clean base for pipe.
B. Allow for minimum 18" cover on main lines and 12" cover on lateral lines.
C. At Plant Beds:
Stockpile excavated material for backfilling trenches.
D. Excess excavation: where excavation is carried to excess levels, backfill with specified Sand to
Proper levels.
E. Water and frost:
1, Keep trenches dry and frost-free.
2. Provide and operate pumping equipment as necessary to keep excavations free from standing
water.
F. Existing vegetation to remain:
1. Protect against damage.
2. Cut no roots over 3" in diameter without approval of Owner's Representative.
3. Make all cuts clean, straight, at right angles to roots.
4. Replace any damaged plant material.
3.01 PIPE BEDDING
A. Mainline:
If soil in trenches is not free of rocks, provide uniform bearing surface of specified Sand; 2"
minimum depth and free of rocks and sharp objects under entire length of pipe.
B: Lateral line:
Clean native soil or Loam.
3.02 PIPE INSTALLATION
A. General: Follow manufacturer's instructions.
B. Minimum clearances between lines:
1. For 2" diameter and smaller pipe: 2" clearance.
2. For 2 1/2" diameter and larger pipes: 4" clearance.
3. Between irrigation and other 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 joints.
4. Wrap joints with Teflon tape.
5, Cemented PVC installation
6. Follow manufacturer's instructions.
7, Cut all 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 solvent to both pieces of pipe to be joined,
11. Apply cement to both pieces of pipe to be joined.
12, Attach pipe and hold together for five (5) seconds or until pipe will not back out.
13, Wipe excess cement from outside of joint.
14, Snake all lines to allow for contraction.
3.03 SLEEVE INSTALLATION
A. Installed under separate contract.
3.04 MANUAL DRAINS
A. Install at lowest points in main line, set plumb at locations indicated on drawings.
B. Discharge directly into sumps of one cubic foot pea gravel.
C. Cover sump with 4-mil plastic or asphaltic paper.
D. Connect to main using a 2" nipple, elbow, and 6" nipple parallel to pipe to allow for vertical
movement.
3.10 THRUST BLOCK INSTALLATION
A, Install minimum 2 cubic feet concrete thrust blocks at all comers, tees, and stub outs on pipe over 2
inches in diameter.
3.11 VALVE INSTALLATION
A. Install plumb and square and according to manufacturer's recommendations,
B. Where possible, allow for 4" clearance between bottom of valve and valve sump at Automatic
Control Valves.
Sch irmer + Associates! LLC
l AND USE P I. ANN lNG, SIT E DES I G N
AND LANDSCAPE ARCHITECTURE
375 W. 4th Ave. Suite 201
Phone: (541) 686--4540
Fax: (514) 686-4577
Web: www.schirmerassociates.com
Eugene, Oregon 97401
SCHIRMER + ASSOCIATES llC. LAND USE PlANNING,
SITE DESIGN AND LANDSCAPE ARCHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PlANS.
THESE PlANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN ANY FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRITIEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES llC,
IN THE EVENT OF UNAlJfHORIZED REUSE OF THESE
PlANS BY A THIRD PARlY, THE THIRD PARlY SHAll
HOLD SCHIRMER+ ASSOCIATES LlC, HARMLESS.
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
REVISIONS
#
Date
Description
PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC. 2007
DATE
ces
DRAWN BY
ALE NAME
CHECKED BY
SHEET TITlE
Specifications
.
SHEET NUMBER
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A. Clearly and permanently label each irrigation zone valve with the zone number that corresponds to
number in irrigation controller terminal.
3.10 VALVE BOX 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 12" deep gravel sump below valve box.
D. Permanently label valve type and zone number(s) on inside of valve box lid.
3.11 MANUAL DRAIN BOX INSTALLATION
A. Install plumb and square and flush with finish grade. Provide as follows at manual drain valve
B. Provide minimum 12" deep gravel sump below valve box.
3.12 DOUBLE CHECK VALVE BOX INSTALLATION
A, Install plumb, square and top flush with finish grade. Provide as follows:
1. Provide minimum 12" deep gravel sump below valve box,
2. Minimum clearance from valve sides to box is 6" each side, 6" top and bottom, 3" each end.
3.13 VALVE SUMP
A. Provide minimum one cubic foot of specified pea gravel below each valve.
3.14 SPRINKLER AND RISER ASSEMBLY INSTALLATION
A. General: Install plumb. Install spray head 6" from adjacent buildings and retaining wall or within 3" of
adjacent pavement, curbs, header boards or planting edge
B. Flush Mounted Sprinklers: Install flush with top of Loam or Mulch at locations shown on Drawings.
C, Install head wrench-tight.
D~ Install where shown on drawings.
E. Compact earth under pipe at sprinkler heads to prevent settlement from pulling sprinklers below
grade.
3.15 CONTROL WIRE INSTALLATION
A. Exterior.
B. Bury wires beside pipe in same trench,
C, Bundle multiple wires together with tape at 5 ft. maximum intervals.
D. Provide 72" loop in wires at each valve where controls are connected and at 100 maximum intervals
between.
E. Make electrical joints waterproof using specified connectors.
F. Enclose ALL JOINTS in specified valve boxes,
G. Use coded and labeled wires for each valve.
3.16 CONTROLLER INSTALLATION
A. Mount controller as per owner or owner's representative,
B. Clearly and legibly write in the space provided in the controller a verbal description of the location
for each irrigation zone.
C. Mount and wire as shown by manufacturer.
D, Run low-voltage control wires in schedule 40 PVC irrigation pipe to 12" below grade.
E. Provide PVC conduits as necessary where turning comers.
F. Make all splices with specified connectors.
G, Make all splices in a valve box.
H. Provide an extra coil of each wire at each splice to allow for contraction of wire due to temperature
settlement of backfill.
I. Install, secure, and plumb.
3.10 PRESSURE TESTS
A. Cap off electric valves and test with a pressure pump after installing and backfilling the main line.
B. Maintain 100 psi minimum pressure for at least one hour without leaks or pressure loss,
3.11 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 for three (3)
minutes.
B. Close all valves and cap all risers immediately after flushing. Use only PVC threaded pipe cap.
Leave capped until installation of heads or nozzles,
C, Flush a second time after installation of sprinklers. Remove nozzles, flush under full water head for
three minutes, and immediately reinstall nozzles.
3.12 BACKFILLING
A. Remove debris, sharp rocks, and decayable matter from areas to be filled before proceeding.
B, If native soil is not free of rocks then cover mainline pipe with 4" specified sand and place specified
utility locator tape the entire length of all mainline pipes,
C, Fill remainder of trench with stockpiled material or Loam at plant beds and lawns, as soon as
feasible after Owner's Representative's installation review and acceptance of pressure test.
D. Compact fills in maximum 6" lifts. Compact to match density of surrounding material.
E. Should backfill show settlement during guarantee period, bring area back to grade with compacted
fill, and replace any settlement 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 native soil free from rocks 3/4" or
larger.
I. Dispose of excess excavation off site.
3.13 ADJUSTING AND BALANCING
A. Adjust and balance the system as each section is completed to provide uniform coverage to all
areas,
B. Demonstrate to the Owner's Representative that the system is in operating condition,
3.14 RESTORATION
A. Return all disturbed areas to original conditions after installation is completed.
B. Replant or replace any materials removed during construction,
3.10 PROGRAMMING
A, Prepare and Submit for approval the irrigation controller programs: Spring/Summer, Summer,
Summer/Fall. Coordinate programming with Owner's Grounds Supervisor.
B. Include: zone start time, watering duration, day of week, repeat cycle mode, program mode.
3.11 SYSTEM DEMONSTRATION
A, Test system prior to 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,
3.12 CLEANING
A, Keep the premises reasonably free from accumulation of debris,
B. Remove all excess excavation or backfilling materials from site and clean all improvements soiled
by work of this Section.
C. Remove all debris, equipment, and surplus materials, and leave the premises in a neat and orderly
condition at the completion of the work.
END OF SECTION
SECTION 32 90 10
PLANTING
PART 1 GENERAL
1.01 RELATED SECTIONS
A. Section 31 05 00 - Landscape Earthwork
B. Section 328400 - Planting Irrigation
1.02 ALTERNATES
C, Refer to section 10 23 00, Alternates for possible effect on work of this Section.
1.03 DESCRIPTION OF WORK
A. The Landscape Contractor shall furnish all labor, equipment and materials for the planting of trees,
shrubs and bioswale in accordance with these specifications.
B The species and quantity of trees, shrubs, and ecolawn shown on the planting plan and plant list will
be required.
C, The material shall be planted at sites designated on the planting plan or as directed by the
Landscape Architect. No substitutions will be made without prior approval by Owner's
Representative.
1.04 COORDINATION
A. Coordinate with other trades affecting and affected by work of this Section.
1.05 STANDARD REFERENCES
A, Quality definitions, grading tolerances, root system condition, caliper height, branching, budding:. no
less than minimums specified in "American Standards for Nursery Stock", published by American
Association of Nurserymen, Inc.; latest edition.
1.06 QUALITY ASSURANCE
A. Contractor must be licensed under Oregon Revised Statutes and have at least two years prior
experience on similar scope projects.
1.07 REVIEWS
A. Request reviews by Owner's Representative 48 hours in advance,
B. The following reviews are required:
1. Soil Preparation Review
Owner's Representative will review soil preparation and finish grade prior to installation of plant
material. Adjust finish grades as directed.
2. Installation Review:
At time of Completion Inspection, Owner's Representative will review installation of all work of
this Section. Installation Review will not occur until completion of entire area planting as
defined by Landscape Architect.
1.08 ENVIRONMENTAL CONDITIONS
A. Install plant materials during periods which are normal for such work as determined by the
following:
1. Biological season.
2. Specified environmental conditions,
3, Accepted practice.
4. After all major construction work has been completed.
B. Installation not permitted during the following conditions unless otherwise approved:
1, Cold weather: when temperature is less than 32 degrees F. throughout the day.
2. Hot weather: when temperature is greater than 90 degrees F. throughout the day.
1.09 TIME OF PLANTING
A, The following planting dates are recommended (times will vary with geographic regions):
1. Optimum time
Bare root stock: December 1 to March 1
Balled and burlapped: December 1 to June 21
Container grown: Can be planted during most seasons of the year
Seed: March 15 through October 1
2. Maximum time
Bare root stock: November 15 to April 1
Balled and burlapped: November 15 to June 21
Container grown: Can be planted during most seasons of the year
Seed: March 1 through October 30
1.10 DELIVERY, STORAGE AND HANDLING
A. Deliver fertilizer and keep it in dry condition, Retain tags showing weight, chemical analysis and
name of manufacturer.
B. Protect products against damage, dehydration, sun burning, or freezing.
C. Coordinate on-site storage of plant material:
1. Cover plant roots and root balls with soil or other accepted material upon job site delivery as
necessary to keep moist.
2. Maintain until installation.
D, Reject plants when ball of earth surrounding roots has been dried out, cracked or broken prior to
or during process of planting.
E Furnish balled and burlapped (B&B) stock with solid, properly wrapped and secured, natural ball,
Burlap to be biodegradable; twine at root ball top to be biodegradable, Stock 2" cal. and up to be
transported and handled with root ball in wire basket.
F. Plants shall be carefully handled so that roots and foliage are adequately protected from freezing,
overheating, drying out, sunscald, flooding, or other injury.
G. Balled and burlapped plants will be protected if not planted soon after delivery by covering roots
with loose soil or organic matter, such as wood shavings, hemlock bark, or compost. Roots shall
be kept moist until planting time.
H. Container grown plants shall have been grown in a container long enough for the root system to
have developed sufficiently to hold its soil together firm and whole. No plants shall be loose in the
container, If not planted soon after delivery, they shall be kept moist by frequent watering.
I. Plants not planted immediately should be kept in a place away from direct sunlight.
1.11 WARRANTY
A, Work of this Section is included in project warranty specified in General Conditions.
B, Additionally:
1. Landscaping is included in project warranty specified in General Conditions, Plant material
must be in healthy condition at end of warranty period, or for one full growing season
following installation, whichever is later.
2, All plant materials must exhibit satisfactory growth during the current growing season if
planted on or before June 21, or that date in the following year if planted after June 21. Plant
materials that fail to grow will be replaced within two weeks prior to September 21 or June 21
and be subject to a new warranty period.
1.12 PLANT LOSS AND REPLACEMENT
A. At no additional cost to owner or Landscape Architect, replace plant material not surviving or in
poor condition.
B, Perform replanting during next planting season, and follow these specifications.
C. Contractor not responsible for plant loss or damage caused by vandalism or lack of maintenance.
1.13 TREE, SHRUB, AND GROUNDCOVER ESTABLISHMENT AND MAINTENANCE
A, At Plant Beds:
1. Protect and maintain plantings until final project acceptance.
2, Water, weed, cultivate, mulch, reset plants to proper grade or upright position,
3. To ..ensure healthy growth, spray, prune, remove dead material, and do other necessary
operations.
PART 2 PRODUCTS
2.01 PLANT MATERIAL
A. Sizes, grades, and conditions are keyed, on Plant List shown on Drawings.
B. Provide sufficient plants no smaller than indicated to complete work shown on Drawings.
2.02 PLANT MATERIAL QUALITY
A. All plants shall be nursery grown unless specifically authorized to be collected.
B. All trees and shrubs shall be in a good, vigorous, healthy condition, free from disease and injury.
They shall be hardy under climatic conditions similar to those in the locality of the project.
C. When specified plants are not available within a reasonable distance, substitutions may be made
if approved by the Landscape Architect.
D. Unless multi-trunked plants are specified. trees shall have a straight single leader, uniform trunks;
full, even branching, grafts at ground level, and well developed root systems.
2.03 MATERIALS
A. MULCH
1. At Plant Beds and Trees:
Rexius Garden Compost or equal.
B. COMMERCIAL FERTILIZER
Uniform composition, dry, and free flowing, with the following chemical analysis: 20% Nitrogen,
10% Phosphoric Acid, and 8% Soluble Potash; with 80k Nitrogen slow release.
C. TREE STAKES
2" X 2" X 8' Doug fir stakes, 2 at each tree. See Tree Planting Deatil on Planting Plan.
D, TREE TIES
Grow-Straight Tree Ties, or approved equal. 2 at each tree, See Tree Planting Deatil on Planting
Plan.
E LOAM
Imported, natural. fertile, friable sandy loam: free of rock, clay, subsoil, clods, plants, roots,
weeds, seeds and other deleterious material.
F. ORGANIC MATERIAL
Steer Plus by Rexius Forest Byproducts: Eugene, Oregon or approved.
G. LAWN (EcoLawn) - Hobbs & Hopkins Protime 710 POX-Plus Green Cover Plus Flowers
a, Seed: Fresh, clean, dry new crop seed complying with the Association of Official Seed
Analyst's "Rules for Testing Seed" for purity and germination tolerances.
b. Mix as follows:
Common Name
1. PR8820 Perennial Ryegrass
2. Eureka Hard Fescue
3. Dwarf Yarrow
4. Dutch White Clover
5. Perennial Lupine
6. Salina Strawberry Clover
7. California Poppy
8. Sweet Alyssum
9. Shasta Daisy
10. Glodetia
c, Purity: 98% by weight
d. Germination: 90%
Percentage by Volume
56%
15%
7,5%
6%
4,5%
3%
3%
2%
1,5%
1.5%
PART 3 EXECUTION
3.01 EXISTING CONDITIONS
A, Verify ground dimensions and elevations prior to beginning work,
B. Notify Landscape Architect of discrepancies between drawings and site,
C, Notify General Contractor of defects requiring correction by others,
D. Do not start work until conditions are satisfactory.
3.02 PRECAUTIONS
A. Protect existing improvements against damage, soiling, or discoloration.
S. Repair or replace damaged, soiled, or discolored material when directed by Owners
Representative.
3.03 PLANT PIT EXCAVATION
A. Tree pits shall be excavated as per planting detail on Planting Plan and/or as specified in
Earthwork Specification.
B. Shrub pits shall be excavated 3 to 6 inches wider than the ball of earth or spread of the roots and
3 inches shallower than the root collar.
3.04 SOIL PREPARATION
A. At Plant Beds:
1, Till to a minimum depth of 8"
2, Spread 60 Ibs. Commercial Fertilizer per 1000 square feet of plant bed and thoroughly mix
into the top 8".
3. Rake smooth and set finish grades eliminating all uneven or low spots setting grades for
positive drainage. Remove all debris, sticks, roots, clods, and rocks larger than 2 inches in
diameter from the top 8 inches.
4. Allow for mulch at adjacent edges.
5. Compact to 80% dry density
B. At Trees:
1, Thoroughly mix five parts Loam, one part Organic Material and 5 Ibs. of Commercial
Fertilizer per cubic yard of mix for backfilling trees.
C. At Lawns (Bioswale)
1. Till to a minimum depth of 8".
2, Spread 20 Ibs. Commercial fertilizer per 1000 sq, ft. and till to a minimum depth of 4",
3, Rake smooth eliminating all uneven or low spots, and set grades for positive drainage.
Remove all debris, sticks, roots, clods and rocks larger than 3/4" from the top 4",
4. Roll two directions with full lawn roller and rerake smooth eliminating all uneven or low spots
and setting final grades for positive drainage.
5. Compact to 80% dry density.
6. Installaltion quantity as per maufacturer's specifications,
LANDSCAPE BID ALTERNATE #1: Spread 4" organic material at all lawn and plant beds prior to first
tilling.
3.05 INSTALLATION OF PLANT MATERIAL
A. Plants shall be placed in the center of the holes, plumb and straight, and at such a level that the
root collar should be above the surrounding finished grade as follows:
Trees: 3 to 6 inches
Shrubs: 1 to 3 inches
B. All wire shall be removed from the tops of burlap balls.
C. Container grown stock shall be removed from container with minimum damage to roots and
placed at bottom of hole to assure no air pockets,
D. Soak all container grown plants or B & B plants before planting.
E. Set plants plumb and faced for best appearance.
F. Cut and completely remove twine and other fasteners from root ball and turn burlap down to sides
of ball. Neatly cut off broken or frayed roots.
3.06 SHRUB PLANTING
A. Set out container plants at specified distances and adjust so the plants fill the bed evenly.
B, Dig holes as necessary so that mulch will not cover lower branches and so that plant crown will sit
at or above the surface,
3.07 BACKFILL
A. After placement of planting stock, hole shall be half filled with soil and then thoroughly watered to
settle soil and exclude air pockets.
B. Finish filling planting hole to finish grade levels and water again. A minimum of tamping of fill
may be necessary to assure that no air pockets are present
C. Thoroughly water each plant and entire bed immediately after planting.
3.08 TREE STAKING
A, Stake all trees as shown on Planting Detail.
B. At planting, bracing stakes should be installed on all trees larger than 1 1/2 inch in caliper before
the roots are covered, The stakes should be strong enough to hold the trunk rigidly in place.
Place the stakes 3 to 18 inches from the trunk before the planting hole is filled. Fasten the trunk
to the stakes with tree ties, canvas tape or loops of wire passed through a section of rubber or
plastic hose or similar soft material.
3.09 MULCHING
A. Provide Mulch 3" thick within 24 hours after planting at all plant beds, and tree plantings. Hold top
of Mulch down 1 JI minimum from top of adjacent plant bed edges,
B, Remove excess Mulch from foliage of all plant materials, Remove mulch from all adjacent
surfaces.
3.10 CLEANING AND REPAIRING
A, Clear and remove all rubbish, vegetative matter, and miscellaneous objectionable debris from the
site.
B. Do not bury any foreign material from the construction site,
C. Remove any buried foreign material when encountered.
D. Maintain sidewalks and paved areas clean at all times.
E. Maintain vehicles and equipment in clean condition to prevent soiling of roads, walks, and other
paved or surfaced areas.
F. Including work of other sections, clean, repair and touch up, or replace when directed, products
which have been soiled, discolored, or damaged by work of this section.
END OF SECTION
Schirmer + Associates, LLC
LAN D lJ S F P I ANN lNG, SIT E D f' S I G N
AND lANDSCAPE ARCHITFCTURE
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-4577
Web: www.schirmerassociates.com
Eugene, Oregon 97401
SCHIRMER + ASSOCIATES liC, LAND USE PLANNING,
SITE DESIGN AND LANDSCAPE ARCHITECTURE,
EXPRESSLY RESERVE ITS COMMON LAW COPYRIGHT
AND OTHER PROPERlY RIGHTS IN THESE PlANS.
THESE PLANS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN Am FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARlY WITHOUT FIRST OBTAINING THE
WRITTEN PERMISSION AND CONSENT OF
SCHIRMER+ ASSOCIATES liC,
IN THE EVENT OF UNAUTHORIZED REUSE OF THESE
PLANS BY A THIRD PARTY, THE THIRD PARlY SHAlL
HOLD SCHIRMER+ ASSOCIATES llC, HARMLESS.
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
REVISIONS
# Date
Description
PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS . Springfield, OR
PHASE
20 DEC. 2007
DATE
ces
DRAWN BY
ALE NAME
CHECKED BY
SHEET TITlE
Specifications
.
SHEET NUMBER
L5
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Date f~e4r:elved:
APR 1 6 2008
Submittal
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