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TAX LOT · ~n~
EX. ST CI #512
TC/RIM = 431.05
INLEf = 430.55
Schirmer + Associates, LLC
I. AND LJ S F P I.. ANN lNG, SIT F. DES I G N
AND I.ANDSCAPF. ARCHITECTURF.
€>ITE INF=O~MATrON
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-4577
Web: www.schirmerassociates.com
Eugene, Oregon 97401
ZONlNG ~ CC
PL.AN DESlGNATlON ~ COMMERCtAL
EX. ST CI #511 ~
TC/RIM = 431.03
INLET = 430.53
FL 4" IN N. = 428.68
FL 12" IN N. = 424.18
FL 12" OUT S. = 424.01
suMp = 422.53
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 ANY FORM OR MANNER
WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO
A THIRD PARTY WITHOUT FIRST 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.
i'ABUl.ArrON Or: COvERAa;S
EX WW ~H #002
RIM = 431.17
FL 8" IN N.W. = 426.27
FL 8" OUT E. = 426.27
"f.')I'lftM~fi~\ '~:r ~3~.~~13
M M FL 8 IN N. = 425.99
G AE FAR R 0 A D E A S T FL 12" IN E. = 425.64
f . " . . . . .. FH-6- FL 1.2". OUT W. = 425.~ . . t I .
1---4" G---------4" G----- ---4" G---------4" G-~ ~H4~~~ -4" G----~----4" G- ~~:u ~11 Hl;~ G- -1~~--
tn FL 8" IN N. = 426.21 II RIM = 431.89 ST
<'l a: FL 8" IN W. = 425.83 II FL 12" IN W. = 422.79 I
~ FL 12" IN E. = 425.61 3= FL 24" IN E. = 422.79 I
; g FL 12" OUT S. = 425.49 ~ I FL 24" OUT N. = 422.49 tn I
..1--12" W---------'2" w-----~---12" W--------12" W-------'2" w- - wJJ,w ~--12" W-----12" w- - ~--
I Co _ _ w. i ~ I~
- ~---______ - - <'I r _--- N 89'56'00" E, 86.62' ---_ ~~ i~ ~ I ~I~II
I --- --.. 0 q //..... .........., I 'IIit" co1 fiJ
'/-fw--.. 0 // ,ex:> w
------8" WW-------8" WW---- I ~"..... --...... " ...., ,,/ '.. I .1 I I ~
LQJ --___ "".' v "" '0 yyyy 1.:::~?t'8.~~ ~~.!~~~~.. ~fi~!2 IW}V ~ ~. "'~-= -j\if12 WW
~- PP' -----OHw-----7 -OHW--------OHW----lr:~F:~..~~:*:~O~~.'.A~f-+()HWT~-,OHn\(:--
/ /3::~~ ~ . ;j~~ ~~ I , 6" DECIDUOUS\ 7" DECIDUOUS
ISlJ,,/ S" DECIDUOUS""""- ~ / / I 431.78 431.86
c): 0 432.44 / / , ACP
LOCATION OF ST MHO#112 PER CllY OF SPRINGFIELD /' 10" DECIDUOUS ~ mOl = = = = =
Sr\l'ER INFRASTRUCTURE MAP ~ Jg ..~ I
1;." 433.91 I.... ~
NO. C02; NOT FOUND ----8" v, 2. 8C S1 CB ~) < en ,
sr____ ACP " RI~ - 43 .fi9" ~ III i:i I I
--8" FL 6 OUT.W. = 430.39 "" ~ I I . ~ ~
TI. _S~w.~~u O-.L- suMp = 428.44 - 2 ~QUlreD PAFieKI~ .ep~ES ~ r/............6" DECIDUOUS
ST - - _ -6" ST- DEDICATED TO JUST erew IT EMPLOYEES 432.31
~ -~~~~;T~100 ------6>> ST-~ I i It)
: WAMu CUSToMER MAp 17-03-15-33 ACP <'l m
PARI<I"G SfG",\ I I ACP
;,>; ><5';<:.s~!:"/ y" 1 ~ .. :' , ~1' : : g'-b', ' I 3" DECIDUOUS
~ ':~:).~:~:: ~ ~ .~ ~ ~ ~ :,:;:Ti~..~:'~ " 1f' I' lOP06ED LAtIN 433.80
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.', ..... ..... ... n;; VI"" v :~ ~II" loot, r~r""~... :r' ~ TAX LOT 900 :/{::.~.:.
O '::~~: "- \t ,:i::~,,~-t: ~:: MAP 17-03=ffi=3u:1:5:
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::> t.... iii' ~:;(. ....li il"; 'tiT AND FeEMOVE .ExlSTlNG CU- \ (: . :' -. :. . ". .;-... ~...- r ...../ PEPESTFetAN WAL:.K .\.:~:,::...:
~ 0 ~T; d-L ADA RAMPS AND SIO_'; /_ \ " :' i$.'~~; .': " ':: Z . , c:-J'/:~
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GAFeAGE TO eE ENCLOSED - - __ "-.. ..... ;..1lI .0..: 0 ..:. "".::':':
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· )::(:::~~A PARKING OEPIC:TEO ~ ~\HC p~ K1~ISl~ - - ".~:'L~)~:~~.J.r;::::) I exiSTING' : .~ ~Q',~
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ii..'....,.:....:'.,..;. ;13: "( (/~ ~ EASE. E " ~6.:~~~t~; >. {ACP :):.( ~
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~--/~ ACP EASE. G · 31'.b'Act' ~ ~ - V:CM ~ .:.44'!'.... .".<.' ~.....,
__ -~~.:;:t--=-- --2"G- ------2"G-------- -2"G- 1~ --2"G------ --2"G--~fl ~l- ~ 6" OUT S. = ~ l&l ~ l&l
__ ------24" w--- ---24" w-------2" w- ---- --24" W---'--~-- -24" W--Vr I" -0---1" G---~ -2" G-~~
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PA~lNG AND ClRCULATlON lS.a1~ SF 61 ~
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TOTAL DEYEL.OFHENTSlTE 23A26 SF I~ ~
au r J..f:' INa- 4 OF'E~A II ONe INFO~MAT I ~N
HElGI-IT
DlMENelONS
EMPL.OYEES
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L.Ea.SNO
PROJECT NAME:
L.ESS TJ.lANI5 FEET
8'&' X 2~'
2 AT ANY GlYEN TIME
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
ExlSTlNG lREE TO FieEMAlN
.
fi:~}1~21~f} PROPOSEO lAUN
EX. ST ~H/~B (#112?)
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
EX ST CB
RIM = 431.91
FL = UNKNOWN
( ED W/WATER & SILT)
o -GRATED COVER
COU D NOT BE REMOVED)
LLLLLL
LLLLLL TACTtL.E WA~ING MATERlAL
LLLLLL
LLLLLL
o PROPOSEO ~E
PARCEL 3 OF LAND PARTITION
PLAT NO. 91-P0084
~ FEOESTfi!IAN CRO&&ING (PAINT)
cur AND f:fLsk
~OPOSED CUT = 12 CY ~OFOSED FILL = ~...4 CY
rt:<~I~ArION SYSTEM
1~IGATtON SYSTEM TO BE INSTALLED IN ALL LAUN AND FLAN~" eeD AREAS...
t~tGATtON SYSTEM TO BE AUTOMATic ELECTRic SOLENOl.t:' \5:.. NmOLLED UNDE~ROUND SPRtNKLER SYSTEM
WtTI4 PVC pIFE AND FITTINGS, eACKFLOW PREVENTION De~lcE, fMjTOMATtc CON~OLLER (tRFetTROL,
RAtNBtRD OR APPROVED), ELECTRic REMOTE CONTROL VAL.'~"E5 (~INeIRD PEB-FRS SERIES OR APPROVED),
WITI-J PoP-uP SPRAY SPRINKLERS (RAtNBlRD lBfZ)fZ) SAM...~ SERIES OR APPROVED). ALL VALVES TO BE
LOCATED IN UNDE~OUND vALVE BOX (CARSON OR APPRoveD). AUTOMATic CONT~OLLER TO eE LOCATED
IN WEATI-JER PROOF LOCATIoN..
TAX LOT 1200
MAP 17-03-15~33
4 COVERED I LOCKED
elKE PAFieKlNG AT WAMU
FRONT ENTRANCE
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PLAT NO. 91-P0084
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2.13.08 Revise Incomplete Items
TI-JERE WiLL BE 4 FtXTURES ATTACI-JEDTO TI-JE BUiLDING, (2) 15 WATT AND (2) 1fZ)fZ) WATT I4ALOGEN LIGI-JTS
TI-JE I-JEIGI-JT WILL Be AT APPROXiMATELY 10 FEET AND TI-JE FIXTURES I-IAVE FULL CUT OFF Sl-JteLDS...
ef-1EET INOEX
sire PL.AN
SURVEY
DEMOL.lTION PLAN
SiTE UTILITY PL.AN
GPeADtNG PLAN
siTE DETAilS
PLANTlNG PLAN
SPEClFtCATIONS
SPEClFlcATtONS
~ ~H #007
RI = 435.72
FL 8" IN W. = 425.52
FL 8" OUT E. = 425.47
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4" O::CIDUOUS
434.48
ACP
6" DECIDUOUS 1
436.72
ACP
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TAX LOT 1300
MAP 17 -03-15-33
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PARCEL 1 OF LAND PARTITION
PLAT NO. 91-P0084
ARCO AM/pM FUEL
STATION & MARKET
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AN ADDmONAL FIRE HYDRANT IS LOCATED ON THE
NORTH MARGIN OF BELTLlNE ROAD APPROXIMATELY
205' SOUTH OF THE SUBJECT PROPERlY.
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EX WW ~H #008
RIU = 435.09
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PROJECT NAME Just brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC. 2007
DATE
ces
DRAWN BY
CHECKED BY
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EAST GAME FARM ROAD
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Date Received:
BELTLlNE ROAD
FEB 1 3 2008
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EX. ST CI #512
TC/RIM = 431.05
INLET = 430.55
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EX. WW MH #002
RIM = 431.17
FL 8" IN N.W. = 426.27
FL 8" OUT E. = 426.27
EX. ST CI 1511
TC/RIM = 431.03
INLET = 430.53
FL 4" IN N. = 428.68
FL 12" IN N. = 424.18
FL 12" OUT S. = 424.01
SUMP = 422.53
~
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G A M E
EX. WW MH 018
RIM = 431.79
FL 8" IN N. = 425.99
FL 12" IN E. = 425.64
FL 12" OUT W. = 425.64
EX. Sf MH #113
RIM = 431.58
FAR M
R 0 A D
E A S T
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431.19TC --4- G---------". G~~~- --4- G--~.!!.T5La.----4- 0------4- G-
l---4- G---------4- G.----- ~ I
EX. WW MH #001 J':
I 431-- RIM = 431.11
t; ----- FL 8" IN N. = 426.21
a ~ FL 8" IN W. = 425.83
:::t 431- ~ FL !2" IN E. = 425.61
~ I ~ FL 12 OUT S. = 425.49
;.; +431.21 ~ +431.45
l--12- W---------12- W-----~---12- W--------12- W-------12- w---
T --431 w
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431.08Tc~
EX. ST MH #110
RIM = 431.89
FL 12" IN W. = 422.79
FL 24" IN E. = 422.79
FL 24" OUT N. = 422.49
." --- N 89-56'00. E, 86.62' ---........
"," ..........Q'
431.15 TC
431.23 TC
------S- WW-------S- WW---- .
lii
431.19
EX. ST UH/CB (11121)
RIM = 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
P/\RCEL 3 OF LAND PARTITiON
PLAT NO. 91-P0084
~
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X 433.91
ACP
6" DECIDUOUS
432.31
432.77 TC
432.59 TC
32.49 TC
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EASE. J (SEE NOTE)
PARCEL 2 OF U\t'-lD PARTITION
PLf.1,T NO. 91-P0084
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EX. WW MH #007
RIM = 435.72
FL 8" IN W. = 425.52
FL 8" OUT E. = 425.47
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APPROXIMATE LOCATION OF ST MH~/
/1112 PER CITY OF SPRINGFIELD / ~
SEWER INFRASTRUCTRE MAP ~
NO. C02; NOT FOUND -- -- -- d
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----
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431 32 TC' ........ · . 1 ~O "Ii . TC
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MAP 17 -03-15-33
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EX. WW MH #008
RIM = 435.09
6" DECID~OUS I
4~5.81 I I
\ r--!-~-435 . I
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17-03-15-30
435.34
PARCEL 1 OF LAND P/\RTITIQN
PLAT NO. 91 -P0084
ARCO AM/PM FUEL
STATION & MARKET
436.99
AN ADDITIONAL. . FIRE HYDRANT IS LOCATED ON THE
NORTH MARGIN OF BELTUNE ROAD APPROXIMATELY
205' SOUTH OF THE SUBJECT PROPERTY.
)~ /1
~ b~.J'Jf i~
(W :{ ~ ,W[f1yJ-
l? ~ ~ ~~~ ~.l SCALE
{:J ~ f.}//I().cJft. r- -L
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1" = 20 FT
J ,
20 40
,LEGEND
FOUND 5/8" IRON ROD WITH PUNCTURED
AND/OR UNREADABLE YELLOW PLASTIC CAP
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
IDENTIFICATION CAP STAMPED "G.E.S. PLS 2280"
FOUND P .K. NAIL WITH WASHER
STAMPED "GES PLS 2280"
FOUND P.K. NAIL WITH WASHER
STAMPED "LS 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
EXISTING CONTOUR LINE & E.LEVATION
EXISTING STORMWATER PIPE (SIZE AS NOTED)
EXISTING WASTEWATER PIPE (SIZE AS NOTEfX}:
EXISTING NATURAL GAS LINE (SIZE AS Norror
EXISTING WATER LINE (SIZE AS NOTED)
EXISTING UNDERGROUND ELECTRIC LINE
DENOTES EXISTING CONCRETE
DENOTES LIMITS OF 2 YEAR TIME OF- TRAVEL ZON~
PER CITY OF SPFD. WELLHEAD PROTECTION MAP
DENOTES 'TIME OF TRAVEL' ZONE
DENOTES 'COUNTY SURVEYOR'S FILE'
EXISTING DECIDUOUS TREE (SIZE, SPECIES &
GROUND ELEVATION AT TRUNK AS NOTED)
I
I
INTERNAll0NAL WAY
SITE
EAST GAME FARM ROAD
DE'AOMOND
VICIN,llY
9ElTUNE ROAD
I
~i
:r:
COLONIAL DRIVE
I NICHOlAS DRIYE
KRUSE WAY
EASEMENTS OF RECORD AS DISCLOSED BY LAND PARTlTlON PLAT NO.
94....P0490. CSF 34289 AND DEED RECORDED JULY 25. 1997. REC. NO.
9750361. LANE COUNTY OFFICfALRECORDS:
10' PUBLIC UTILITY EASEMENT. RECORDED NOVEMBER 18. 1993. REEL
1896, RECEPTION NO. 9375004, lANE COUNTY OFFICIAL RECORDS.
10' unUTY DRAINAGE EASEMENT, RECORDED SEP'rEMBER 29, 1989. REEL
1595. RECEPTION NO. 8944182. lANE COUNTY OFFICIAL RECORDS.
VARIABLE WIDTH POWERUNE EASEMENT. RECORDED NOVEMBER 20, 1990.
REEL. 1665, RECEPTION NO. 9055714, LANE COUNTY OFFICIAL RECORDS.
14' SANITARY SEWER EASEMENT,RECORDED SEPTEMBER 29, 1989, REEL
1595, RECEPTION NO. 89-44184. AND AMENDED BY INSTRUMENT
RECORDED MARCH 6. 1990, REEL 1619. RECEPTION NO. 9010797. lANE
COUNTY OFFICIAL RECORDS.
EASE. E 35' ACCESS EASEMENT / MAINTENANCE AGREEMENT, RECORDED
NOVEMBER 12. 1992. REEL 1804. RECEPTION NO. 9263872. LANE
COUNTY OFFICIAL RECORDS.
EASE. A
EASE. B
EASE. C
EASE. 0
EASE. F 14' WATERLINE EASEMENT. RECORDED MAY 23, 1991, REEL 1697,
RECEPTION NO. 9123997, lANE COUNTY OFFICIAl. RECORDS.
EASE. G 14' PUBLIC UTILITY EASEMENT, RECORDED FEBRUARY 14. 1991, REEL
1680. RECEPTION NO. 9107857, lANE COUNTY OFFICIAL RECORDS.
EASE. H 35' ACCESS EASEMENT. AS RESERVED IN DEED RECORDED DECEMBER
27. 1991. RECEPTION NO.. 9162545, AND RE-RECORDEDAPRIL 29,
1994, RECEPT~ON NO. 9432116. LANE COUNTY OFFICIAL RECORDS.
EASE. J JOINT USE ACCESS EASEMENT / MAINTENANCE AGREEMENT. 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 "A NON-
EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS
THEIR RESPECTIVE PARCELS IN THE AREAS DESIGNATED FOR DRIVEWAY
PURPOSES TO GAIN ACCESS TO AND FROM SAID.. PARCELS TO f>>.TEWAY
STREET AND GAME FARM ROAD EAST. SAID ABOVE DESCRIBED
EASEMENT SHALL BENEFIT THE CURRENT AND FUTURE OWNERS OF THE
PARCELS..~"; AFFECTS PARCELS 2 AND 3 OF LAND PARTITION PLAT
91-P0084 (TAX LOTS 1100 & 1200. MAP 17-03-15-33 AS SHOWN
HEREON) AND PARCEL 1 OF LAND PARTITION PLAT 94-P0490 (TAX LOT
900. MAP 17-03-15-30 AS SHOWN HEREON).
EASE. J DOCUMENTS FURTHER CREATE "FOR PARKING PURPOSES A
PERPETUAL < AND NON-EXCLUSIVE EASEMENT Aee!JRTENANT TO. AND OVER
AND ACROSS THE PARKING AREAS OF THEIR RESPECTIVE: PARCELS.....;
SAID EASEMENTS SHALL BE FOR THE IJSE OF THE OWNERS OF SAID
PARCELS. THEIR RESPECTIVE .EMPLOYEES. INVITEES. UCENSEES AND
TENANTS." AFFECTS PARCELS 2 AND 3 OF LAN() PARTITION 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 ONl:Y. AND THEREFORE CAN
BE CONSTRUED TO INCLUDE BICYCLE PARKING Af~EAS.
t::IQIE.S;
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 SITE IS LOCATED WITHIN 'ZONE X - AREAS DETERMINED 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
SEPTEMBER. 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' WELLHEAD 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 <COUNTY' THE SOIL 'VPE REFERENCED
ABOVE IS SUITABLE FOR URBAN DEVELOPMENT, HOWEVE:R IT IS SUBJECT TO
LIMITATIONS COMPRISED OF SEASONAL HIGH WATER TABLE. MODERATELY SLOW
PERMEABILITY. AND LOW SOIL STRENGTH. 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.
Date Received:
FEB 1 3 2008
UTILITY NOTE:
Original Submittal
UTILITIES SIZES AND LOCATIONS SHOWN HEREON ARE BASEl) ON A COMBINATION
OF FIELD SURVEY OF OBSERVABLE ABOVE-GROUND EVIDENCE, UTILITY COMPANY
LOCATION MAPS AND CITY OF SPRINGFIELD AS-BUILT INFORMATION, AND ARE
SUBJECT TO FIELD VERIFICATION.
SURVEY NOTE:
THIS MAP AND THE DATA SHOWN HEREON 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 SPRINGFIELD BENCHMARK NO. 420 "GATEWAY /
GAMEFARMtt. A SQUARE CHISELED IN THE TOP BACK OF CURB. 7.6 FEET WEST
OF THE WEST END OF THE SOUTH RAMP AT THE NORTHEAST CORNER OF THE
INTERSECTION OF GATt!NAY STREET AND GAME FARM ROAD EAST.
ELEVATION = 431.73
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Schirmer + Associates, LLC
LAN D lJ S E P tAN N I N c., SIT f DES I C. N
AND LANDSCAPE ARCHITFCTURE
6" DECIDUOUS
432.31
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 PROPERTY 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 PARTY WITHOUT FIRST 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.
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PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
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#
REVISIONS
Date
Description
" DECIDUOUS
434.48
" DECIDUOUS
436.72
Sea fe: II = 2fZ)' -
I j I
fZ) lfZ) 2 fZ)
0'1 fNI\
40 \A)
PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
6" DECIDUOUS
435.81
PHASE
2.13.08
DATE
ces
DRAWN BY
FILE NAME
CHECKED BY
SHEET TITlE
DEMOLITION PLAN
LANDSCAPE DIMENSIONS
Date Received:
SHEET NUMBER
L2 FEB 1 3 2008
. Original Submittal.
.
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EX. WW MH 01& \ ~~X. ST MH #11.3
RIM = 431_79 RIM := 431.58
fl 8" iN N, = 425.99 \
f'~~-- G A M ~ FAR M_ R 0 A 0 E A S T FHf~"~ FlF;2:2~~~~: : 1~~::1 \ \ Ij _
~01 I I
\J ,,431'19TC~.. ._____._.. 431.38TC ~ 4-31.53TC'1 4>> G- 4" G \ ~~~..1:.31.74TC
i\ 4" G 4 G-------- --4 G- ~ MH #OQ1 4 G- f ~~
1 ~TC~RIMST= C~f1~b; ~ ______ FL 8" IN R~ : 1~~:~; \\ T EX'RI~T :tH4!11.~~ \ '~'T
~f) INLET = 430.55 __-------- a.: FL 8" IN W. := 425.83 I FL 12" !N W. := 422.79
(.~ -- ~ FL 12" IN E. = 425.61 ~ FL 24" IN E. :::: 422.79 \ I
... , - '\~ .
~ -r--- ".. FL '12" OUT .S. := 425.49 "N1 Fl 24"OUT N. :; 422.49 ~ "-
t<')i - (I) tx":>'
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+ "lV1.r..1 S; 431.45 W(;J. W N
L--1Z" W 12" W---~---'12" W -.----.--.-12" W 12" W ;to " t 12" W----------12" VI .~;
J · -- ---- ---------~-~----==r=- - - ------------------------------------------ -~ -1--- . -~--.---------------------- --- Jt.-----
---------- !------------------------------ ~" lro
"',;:::-,~----.------------------..------------.-------------- '~ ~ "8 - N.J!!56'~, 86.62'~, ; ~~ : qo I ~~~ ' I
"',"",. ! --""''''''''O,L.fw ci ~~ =----- -s" ~ ~":>,,. ~ :S"
", ! "t 08'~C _.43U5TC.431.23TC t'),/ .143L35TC 431.39TC 431.43TC. ",'->< \1 4-31.53TC I 1:< \! .43t.76TC
~"" 8" \W/-- --8"' ww ......--10 t ...... .... 4....1. 6TC~ - ~. ,,, , ... ..., v lH"( /18 WW~ ......V-~12" WW'I" ~lZI\'WI . 2 W:~.-&12- ww-
~ EX ST CI tt511.~'-- ~ -~.. ....H_ OHW/.. , OHW il'". OHW----OH..
. 03 ~ 431.19 p~ OH^ / OHW-1431A6 .431.52 431.56V I '; ~ ,",,''- pp '\ 4-q1.92
' EX. WW MH /lQQ2 TC/RIM = 431. 'N .:, ~31.26~ t 1 J :431.34 " I t\ 'to 431.65 i~ ~ ·
RIM = 431.17 INLET = 430.53 I ,431.3~ ~."-r/ 431.4-$ ! _-I- 431.61 ICV 431.67 I 14-31.75 \ I . I ~ '
FL 8" IN N.W. = 426.27 FL 4" IN N. :::: 428.68 t 1431.30 E ET ! ~ . q..)l.ool . '1-.;)1.50" ICV~ICV ______ 432.19 t I ~ 4:f.29".TC. ~~~431.91 \t 431.'/
Fl 8" OUT E. = 426.27 FL 12" IN N. = ~..a.,_____-==.f..:._ L ---- -.. _.:-I . .-- --- - ~ _ 1. ./ WM' ~ -2 W~ l......6 w-!-- l~ ~ /
FL 1 Z:~_reu;r--s~--;;- 424.01 I ~ --... !-_ v __ .------.wJK' I W ~ ______ /
.../' ......_....-.._.-'~~._.~. 5Ufv1P;::; 422.53 )g\ ---12" ST ~S'12" sr ..--- ~ 12" ST'"" ~ ____~l 12 ST
433.72 TC
APPROXIMATE LOCATtON OF 51 MH -\v ~
# 112 PER CITY OF SPRlNGFIElD ,,~ to-
SEWER INFRASTRUCTRE MAP $>' /1" v
NO "'02 NOT FOUND ' --- I u C; I 1/ ./1 ~ J. r- I (I) I ~ ~,,>' I
. '-' ; I ---- 8" sr '--'-... ::; <..:l ,'1/o.C. I .{.J ",0' 433.3& TC L..LJ '& ~. 'S<'~~ ~ i l5 I ly. I
.-- ---- ---- -------- -------c---- ----------- - - ---- -- __m________________/_ -- --- ------- _ ____________~-:= 8.':2I:. @ -k-------::~-~~~~~-- --~!:!t__________________ ~ 10 -??
0 0'1>;:j I I I / I ~ Fi R~ E&~!~6~
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r;:2 TC C~~~O- ~ a l ", I~' rot 6~~S4T29 6 . l.~ l) _~ ~/ -6~:::_:7CTC .0)<0 \ (NON-GRATED COVER
EX. 5T MH/C8(#112?) I I "'"$1' 0 {f) -0 . I Y11~ V ~,_v I ';)v ''''OUlD NO- SF REMOVED)
RIM::: 432.61 J. '76'>> <i- · WAMU CUSTOMER ,,0 ",0(, 8 EX S'" C8 i ~ ! "QI(;;-" IlffIfl~A9TC x~ Iv !-
TOP 4" V~~/~~~L~i- : :~~.~~ __ 434.20;~: t '~'V-t>. I P~KING SIGN ..'/ ==<~'f~' ~~ fL 6" OUTW. :' 4~1.~~ ~ I I~'J,' \J-r ~^'~~:~~"
fOP F:C';1~~R~U?T~.~~ : ;~~:~~~ .~~J I 7 ~if '~V'If~~t> \ ~ 433_54TC-~ +433.31-..1~~'\;) a:tq SUMP = 428.4~ ; I j /~fr~"':>"')'
'r( I "~~ "%> .~.> ~ ~_< 00 c.. < i + I... x II
SUMP = 424.56 )-'. ,'0' '(< i. 0 ~ N N <i) 0 , .k '" TE '\'- II A'" -<,; -<,V ! I 4~~.29 0-"') / /11
"""'" . . 0 . .,v ~ (I) '),\~..,' I I'}' '<33 T'"' I
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/ u- ';:~~;;~:~~~;~;;;;;t : < . f+ I~:~;::;~;;;:~;~K;:;;;:~: RIM=131.61 y~ ~\J I 1
':!....n". ". ....",.n::iX""'" FL 6 =430 61. ~ \ I 0 I
~ I. 434'9TC Nm:~:"'3~~ll +43~: (~I g~
ll~~~fjn ~ , 1~!lli! i ~ ~ ~ ~~; ~ I
I . ........ .'.' . 33.48 .1 ,. ............. '.. ,. . + 433.36 N . _.10 I . 'b~ r
Jj I! I' .:.': ~..>:;,.<:;. ;;~iiW~)jim: ,(>:::.~,...:..~ ::. fi~~Wj~~:~@f .~:J.,; ..:::.::..~. ::'>'::'.;.;~~:.~~ i x~~. I
~ II! ~91 1~~9 t~@ 2 43426 rc- ~372 ![~~{t: ~ li~ _ _ 01 ~ ~~i \ ';0
^ ? :;:f:~:~~::::~:~;;~,;. 'J~. .:.~ ;:;::::;~:.;<;tn;~;;:;: S:;;. 1\1)10.8. ... N l ::0 ~ I ?' ~
I v.\ .... :;,,;:;:;;:;:,,' " . <' <.... ''I'':::''''''''' 0."",", ",I 8 /"-. -:,") <D r<')
\ b ;:;;~t:K;::~;:,;;:::;:: ;"~.-'>.,..:' .;;:~::;~;:::::~;i%;;;;;;' !~! ~ ~~ ~ !;f 4.33.88TC
~ 0 . ~ ~~~~~~ @~:~:~:~i;~:M:~j~;: +433.19 ! (J) n: ~i t<~"'~ ~. ~O;
I k~^"'b~ I i / ~~~ f~2 71 X~~. Z .~i( ~~~:;; f[llIl i : ~ i x .^'~~~ :~~ ~v r 1E . ..~
~t ~ / 433.62 l~1I :: ~ . ;@:::~i~iii~{;i ~~43~~N f2 1 ~'>~' · ~'>-~ ~r/; ~l
3J:
PARCEL 2 OF LAND PARTITION
PLAT NO, 91 - P0084
\
\
\ 1-')::2<:>> II" <lj
\ r:). --co .
\. ~ I~W~Z~
~t0 z.:::1
\, ~-;t~~_O
~ II ~ ::: N N -I-
\ EX. R~ ~H4!~~~ ~ . ^,'J,~v / ~~~x i ~ ~ I ': ~IJJIIII ~:::: ~ ~ ~ it Q ~ ~4:': ~ ~<~ i\ J
\, Fl 8" IN W. = 425.52 1:< 435.30 Ie, ,t;":>'?' - I~ 5.14. -, !~~;;;.;f.~'~~~~:;:'!:' : ~"1 t.' ;' / \
\ -- 4.35.29 TC t1 +4-3~ . _''',..''':;:',:.~{':~.':.:,:;:!;<:.~~ ~;::~,!)m:~:,~i;', I "It I / / \433.98 ,
\ Fl 8" OUT E. :=0 425.47 ~~4-35.76TC N..nr___ ,'/,:;;:;?f;:.::~:~;;:~::.::;~;;~;:;;:,;.;::;;;:~;~~~:~;:;~;;_~::~;t.~:;;.. \" iu: ,\ ~
\ _--/--- ---------436.321<: ~~24TC-------+.i35~45----------- f 43~.::;~0 ,~L2~:: ~~mr::::::~ :::.~~~ i ---~ ~-: ---- --; , \ '" / ~ "
\---------------- ---------------------~===:~:~t----:------::------c--;:~-- 43~~:~~________________~:-;---------------------- -~;.~:~-~-~ ------l---~--f------------- ------~:~t---T {
+--=L- 434.42 TC ~~ ; ~ ~ l5J
'\~~.-~~:::::==~===~=~~~-:::~::~~~~~~--------------------_______::~~~::;~~":- _-~::::;;~:~::@::::::;;~~;;::::~~:~::: ::::!::=~::::_::::::~~" ::::::::::::~:=:=::~:~~/~.I. 1---4.1 1/-1
i II' j/' G 2" G x'-,r~" ~~ 2" G ~ "'.
.--- S " ::7 I I, I I I .. 'i "
\ ~,,~~~ ____.CJ "'\.} "v 8 WW 8" WW 8" WW . ^ ITv' I ~ I
\ ~--~----.-- --- ~:[.... ,,~" .....?:> - <I.- N ~.AQ'32. W 866.2' Y ti5: \..~ \ill: ~ <.:> I x
, ...-- ",..---- .....~.!O. 10' - -...'::' - , . l;t;l I '<t I ~ ~
\ --~-,,_.-- ..-'0" 'llor< :,:>'0"" ~'j ~..., ...'" 435.82 TC ---- 4-35.47TC 'k> I ~: 1 (\/1 ~ 1 0 ~.
\ --".-- ---- .r:! I 'J I I I N ~
(;) \ --_._~------- __-----.---t~ Bllps!psll 8 w .. ~~ I I' J I gl ~ ~
\ _-----~ - ~ _........--'- .l~~B.. ...-.J . II. 437.26 TC)-I" 4.:>1.06 TC 43v. :1 : ; ; \0; v ~
\ .--~ ,.....- ",0, ~ u : I , I r<')1 ~ ! I
\\ _ .~--_...--_....,--- ~ ~ 4-37_32 TC 437.30 TC 437.31 TC ;- I 3:: I , tOl ~~
- ---...- ~ .\0@."'V<OI::1 I ~I I
,...,.- ,....-- ~'Q 1. 437.45 . v ., f') I . I I N
;, .---- l>< :-- ~ EX ST CB ()<O l{) I C'l I I 01
'< .-/-- .:>~ 436.95 TC \0. $' . ':i: : :..; ..! ---"'" ---r :--+---..
\., .--.~..--_.^_..~.- RIM = 436.51 I: t ~ ~ I~ r---- ~ 1")' I
-------- ',,- @ I : t ~ ~ ~ ~
rn l--//--- I I 437;50 I S.~~ : I ~Nl ; t 7" L =':1 = = i
L '\ TAX LOT 1300/ I ::::1-- s J.~:~ ~ '43534 ~~._~35~
-z:. \ MAP 17-03-15-33 /' I N 435.69
\ PARCEL 1 OF LAND PARTITION EX. ST C!;l ~ . ""'1",.. ..i~.~r", ., I I t I
Y' \ PLAT NO. 91-P0084 RIM =: 434.44 I u ~ " 1-. ' I
....( \ I FL 6" OUT S_ = 433.39 \9 ~ ~ I "1'" ~ '" "" , f;++
\ 436.99 <t- : ',~ "
\ AReO AM/PM FUEL I ~r---! "k, I "".,., I I . <\
\ STATION & MARKET I ~.: I ',,!"', <
AN ADOmONAL ARE HYDRANT IS LOCATED ON THE I ~ I .TAX LOT 900. MAP 17-03-15-30
NORTH MARGIN OF BELTUNE ROAD APPROXIMATELY FH EX. WW MH #008
205' SOUTH OF THE SUBJECT PROPERlY. RIM = 435.09
\-
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PARCEL 3 OF LAND PARTITiON
PLAT NO. 91-P0084
f393
j
--
TAX LOT 1
MAP 17-03-
--
433.87
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~34.27
T 01'. ZONE
2 '(EAR .'
5 '(fAR T.O:r.ZONE.
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SITE UTILITY PLAN
St;ALE, ,It = 20'-0"
CONSTRUCTION NOTES
(2)
o
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G)
0)
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12
SWALE 1
(NORTH SIDE):
o
SIDE SLOPE
LONGITUDINAL SLOPE
BOTTOM WIDTH
BOTTOM LENGTH
TOP WIDTH
TOP LENGTH
DEPTH
CROSS SECTION AREA
VOLUME
1 :3
0.5%
2 FEET
48 FEET
10.00 FEET
48 FEET
1.5 FEET
9.00 SQ. FT.
432 CU. FT.
.
lQJ
.a
--'\IV--
+ 397.76 TC
+ 397.76
SWALE 2 (SOUTH SIDE):
0W
DWM
DICV
Slot SLOPE
LONGITUDINAL SLOPE
BOTTOM WIDTH
BOTTOM LENGTH
TOP WIDTH
TOP LENGTH
DEPTH
CROSS SECTION AREA
VOLUME
1:3
2.0%
2 FEET
60 FEET
10.00 FEET
60 FEET
VARIES
9.00 SQ. FT.
540 CU. FT.
OICV
-6-FH
@
(j}D)
@l
@[]
@]
@
@
0G
@J
rn
ffpp
ESTIMATED CUT = 12.0 CUBIC YARDS
ESTIMATED FILL = 9.4 CUBIC YARDS
..q..
p
E--
lD
On
[I2J
~
.13
~
1'E
-- OHW
-x-x-~-
'------,..- 432 ---
'X" ST--
x" ww
X" G --'---
x" w -----
E .----
[ ']
.: -::' . ':." '-: -", "" " " '~'. < ....: ~', '..:
>' .,'. . . - " . < ~.
" . .,.' -','
',' . " ,-'~ * , -' .
. '.. ., - . " .
. - . . ,', '," '. . ,
UTILITY NOTE:
rw
r ww--
UTILITIES SIZES AND LOCATIONS SHOWN HEREON ARE BASED ON
A COMBINATION OF FIELD SURVEY OF OBSERVABLE ABOVE-
GROUND EVIDENCE, UTlUTY COMPANY LOCATION MAPS AND CITY
OF SPRINGFIELD AS-BUILT INFORMATION, AND ARE SUBJECT TO
FIELD VERIFICATION.
rsr
E
.T
OW
Oae
II
SUR~ NOTE:
THIS MAP AND THE DATA SHOWN HEREON 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.
r-
~
r
I.............................. .. "']
., ,..-...........-........ ........,.,.
..'............... .............,......
. '. ~ . " .. ~ . ... . '.. . . . . . . . , ". < ., . .. . . . '. . ..
.. . . ,. . , ~" . . . < . . .. . . I .. .. .......' ....
. .. . .' . . . ~ ' " .. ~ . ." ... " . ." " . . . . .. . .
.. ~ ' .., . . . . . . . . . . . ~ . . . .. . . - . .. " . . . . . . .. .
. . . " .. . . . .' . . . ~. . . .. ......'... '''.''
. . . . ., . . .,. . .. . . . . . , . .. ~. . . . ., , I ' . .' . , .
:0 .. .. . . . .." . ..... .. ., .... ..... < . . ..' ~<.<:
,. ." " ':..' ,.....' '-, .;,.~ 1
<., .. .... ... . .. <' . .
.:'.:::..:":<.:-:<:~..: :....;.-:/; ':.'..<. <':
. __ . .., '. ",' . .,$. - '0 ~ " .... . '.... .:. . .
I .. .. · · · . "I
;.v-...,......
'" " .. .... "" ... ,I. .. .,.,
~ ~. ;;. I' v".' to 9' 'to!'
ELEVATION NOTE:
ELEVATIONS SHOWN HEREON ARE BASED ON CllY OF SPRINGFIELD
DATUM. BENCHMARK USED WAS CITY OF SPRINGFIELD BENCHMARK
NO. 420 "GATEWAY / GAMEFARM", A SQUARE CHISELED IN THE
TOP BACK OF CURB, 7.6 FEET 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
PROPOSED TELEPHONE LINE.
EXISTING TRANSFORMER LOCATION, TO BE USED BY
OWNER. VERIFY WITH SPRINGIFELD UTJLllY BOARD.
PROPOSED ELECTRIC LINE TO BUILDING WITH METER.
CONSTRUCT WASTEWATER LINE, SIZE AND .SLOPE
AS NOTED, TO EXISTING 12" PIPE.
CONSTRUCT 1 1/2'" q) WATER LINE.
PROPOSED 1- q) WATER METER.
CONSTRUCT PROPOSED CATCH BASIN, SEE DETAIL 1/C4.
CONSTRUCT STORMWATER LINES. SIZE AND SLOPE AS NOTED.
CONSTRUCT SWALES. SEE DETAIL 3/C4 AND AS NOTED.
RETRO AT EXISTING CATCH BASINS WITH FLO GARD PLUS CATCH BASIN INSERT FILTER.
LEGEND
FOUND 5/8" IRON ROD WITH PUNCTURED
AND/OR UNREADABLE YELLOW PLASTIC CAP
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
IDENTIFICATION CAP STAMPED "G.E.S. PLS 2280"
FOUND P.K. NAIL WITH WASHER
STAMPED "GES PLS 2280"
FOUND P .K. NAIL WITH WASHER
STAMPED "LS 1138tt
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 I 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 TRASH ENCLOSURE
EXISTING OVERHEAD WIRE
EXISTING CHAIN LINK FENCE OR GATE
EXISTING CURBING
EXISTING CURB & GUTTER
EXISTING CONTOUR LINE &; ELEVATION
EXISTING STORMWATER PIPE (SIZE AS NOTED)
EXISTING WASTEWATER PIPE (SIZE AS NOTED)
EXISTING NATURAL GAS LINE (SIZE AS NOTED)
EXISTING WATER LINE (SIZE AS NOTED)
EXISTING UNDERGROUND ELECTRIC LINE
DENOTES EXISTING CONCRETE
~
~
I
L()
~
I
~
o
(f)~Z
W~ 0
~~9c~
<(O~O
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a.. a::: 8 __
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~ GjQ; b t;
w ~G ~ ~
~ (!) (f) ~ B>
<(I)
Z
o
(I)
>
W
0::
PROPOSED WATER LINE (SIZE AS NOTED)
PROPOSED WASTEWATER PIPE (SIZE AS NOTED)
PROPOSED STORMWATER PIPE (SIZE AS NOTED)
PROPOSED UNDERGROUND ELECTRIC LINE
PROPOSED UNDERGROUND TELEPHONE LINE
PROPOSED WATER METER
PROPOSED ELECTRIC METER
PROPOSED CATCH BASIN
PROPOSED CURBING
c= PROPOSED BROKEN CURBING
PROPOSED ELEVATION
EXISTING ELEVATION MATCH & VERIFY
('t)
~ ! ~
. ~ ~ i ~
,S ~ ~
~Z ~
15 ~ l
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~ ~ .
~ ~i
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-0
i~
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o
PROPOSED TOP OF CURB ELEVATION
DENOTES PROPOSED ASPHALT
I"-
o
"-..
I"-
C'\I
0"-..
o~
-o~
DENOTES PROPOSED CONCRETE
DENOTES PROPOSED VEGETATION
m
CfJ
cCfJ
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o
1-
-0
Date Received:
FEB 1 3 2008
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--
Original submittal
SHEET
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fofQ
pajCs
I
EX, WW MH 018 \ \ EX. ST JAJi... 11:2
- f~!M = 431.79 \RIM = 431.58
F' 8" IN N = 4.''>k. Q9 \ \ .
G A M E F A R M R 0 A D E A S T .-.,0 . fl t~ 12" iN E: = 4;5~~4 \ \
1 '\~V. . FH ,,;.:>:>. FL 12" OUT W. ::= 425<.64 \ \ + I
It-~ ~ A \ +1
~~~~~l:",":?;r~~ 270.::::;~::1 ;~~':~i"I:"'~:;'~:;';<:~';'<::;~:;:':'::2""" :,": :~~,,~'~::~~~:~:~;';::~~g:Z:~~~~f;':>:\:'~;<:::}":::'~::,-; '~,:;~S__:_:Yf[~};~TC
...l.J...-----4" (,'..-----.-..--------?.. G.----.---. --4" G------.----4..' G-------;-..:--- --4 !;---- ----"" "'---- ~- " \ \ f/):;;:
i \ ' -----6 ~ 3: \ "0:'
j EX. 5T Ci #512 ---'---~ .~ _ (.'Z1 1 \ -:.(\ (.", r to r..'i,<{f"'t \ \i~
j .-: _;::::-__^_~__.,..,tr. .::::-.~ ~~ RIM - 4....,.,1 1,0 t~X. .,)T MH ii_.L!Jd '\ \ )L,j
~ le/KiM:= 4')!'v5 -------- Fl 8" IN N. = 426.21 \ I RIM = 431.89 !~1
~; INLET =: 430,55 ......---------_--------.----.. FL 8" IN W. := 425.83 If FL 12" iN W. .-:::; 422.79 \ \ I!
;:;:: -------...-----.-.----.. ~ FL 12." IN E. == 425.61 ~l FL 24" IN E'.. = 422.79 \ '\ ! I
:;; rl e FL 12" OUT S. = 425.49 \\ }:l! FL 24" OUT N. = 422.49 \ ti I ~~"~\O;
..q. . ,<0, . Z + i I \ ~ ll~ k.l
+1 + "i<) ..21 Si 431 A5 w. : w \ \ ~ I X
. b!it 1 " 12" W .,," W 12" ~f ,,,,,. 'AI \ ~
~.-----j2" w-.---.------.-.--.--..----1Z w----.-------...---,2 w-.-----~-. -.-- I.... . n-- -'4 '.---r--- \ i.:.. -
j----.---~...___ ..' . \w . I; w \ \ I ~
4 ------ -_.------=='::--~~--_..__._- - ~Ie--------~-- r=---- -- ---- -- -.<- ------- ------ --- .--- --~---- -- -- - --1-]-----+ -- -- .------. ---- "--' .._h___._._ .-:-- -.-' .--\~-
-.._~ -i;-- ..----
.-..-<.-----..-. <---.-...--.<.-.------.--------.,-.----..--..-------.----..,------------- ----.--.--.-- -------- ----- I .. f I \ \ l~
------ · '- N 8g'56.00" 1:'" 86.62' ~ ~~ ~ \ ~: I
.,.. 87:: ~ ~ ~ 0::5' '" /"" \ i!
! . --__ 0" \...: I ~ ~'q \ . I
i Oli~y , 0 ----=_______ ..." \ to I '" "-,' U "'" ~ \
I ~_... ..,431.l5TC ,4.31.2.3TC .., _ 4-3L35TC _~?;.3:~:. 431,:43/C, "l><').~ .... ,I i..., \>oJ ,431.5.3T: I ~---l.... f 431.76TC
8- 'I-NV ~-----~---- S" WW ..-.-----..-::;::;."'l',~. - _~_~31.08 T ... 8'. """. S; M4-7 2' ..nil .._~
"'I .tic ----- ~ -- --'" n '.., n', . -l....71::' nn.\_ "I:--r"::;'\/' fm<X :{; )..: pl.Ni ~2< '/VI - S L' WW--<-
EX._.sLS~L\U'_- \ "'~"41-------"-'--'-""---'-OHW-"-------------1 - OHW OHW \'.1' ..' ::.... ~\:..:~....:: . :.' ~:"OHW4.:' \::1'" r~OHW -----.--OH'i --...-+-----.
/ V; .nU9 l-'~~......, 43L34 I 431.46 431.52 431.56lY.' >..,.... ~:. ": .~~:; "'.'~3::'-. :...:.:...."'.:':';1 ~!.'!' 1 _ .. \ 14.~1.9~_
~~~M ~~:~~ ~~~,0~~~~:~;+~~~~:~~:~~~:':~k~;~~~~~~~~~~L~~~~~~~~~t~0>;~?~~~~
FL 8" iN N.W, = 426,27 FL 4" IN N, = 428,68 y '43130 "L~Zr -,- -' -~---'t-___nC~ ------==,.-:f.;P"l1,5e'-l ICV~ICV ~ 432,;9 I I ~ .cIz.29 TC '~G-' _-~~31.$1 \:'.; 4.')1.92/
Fl 8" OUT E. ::;: 426.27 Fe 12)7 IN N. ;,~. 4):<~t.J8._. ._-_~.t;.:-:=~::::.q_... - .._.~....- ...~:.:....:=--=. "'." ...:.....J-.~ ~"::;;"/;E:-'~':':;;"":":':'",-;;~,-, .... '-'" --
~~~:::;~ .............--. --c:--- ----= :.'_.:'"'.'.,.~1/~111 ..... _ . \~_. ""V i 2 W' .-+<:: W') l,'". L.s" w- r--l: ET .11 -......." T ...."-..... \ ~ ///
FL '12': ...o~rr"<s. ;;.. 424.01 --- ~ ,..~ __~____ ----..m, "
. .. _ .........- _ .' ~......~ ............_ '. ~ ,. .1 II (,." ~,. I --:. .. ~ ... '. ~, //./'
,.- . SUMP = 422.53 .;~<:-: ----~12.. 5T ---""---------.---.12 ST--.-.----~---1" ST .... ..-~~--1?'IST~-. 4H- --14 ST i 12. SI---------.12'. S!---.....~. ..~:.....~~" <~~._.."
./.' , . --~-, .. -~. ~ ---"........ ---.~ .:.-. ...l. '-!! M ~<y.- i 1 ..._. l____._-p::- ..... ..... < .
, ,'- ---~ ~ ------- --------- ----- ___,_____m' ---;;- ---- --7-----m, ----, -- - '--- -- ~3~i3-rc~::--'-----' --------- fjJ 4'S~1! - ~ ~t~'!S~ ~ tl 4 L---II-------ITf lr--r- -r---tl
'--(-~----- -----'----:~--------'--
/ '-:> t . N <t l':l~ II /'/ 92 I, I 433:0r..----~
AP;~~:I~~~E ~~^6~~P~~NZ~IE~~ ,:i / i ..",oJ" I ,;,0,''" I ~ "" III I / i ~I ~ : 10 j 1 ~ i~ - " r = 1_- ' 433,12
SEWER INFRASTRUCTRE MAP t--/ ___ I x ~ b(":> I II / 1 1 : N' ..,t< I ~~--J----+
NO. C02; NOT FOUND ---8" I I ,I
$] ~ I \ I i
. ~ -----...., f di.;) ...? "v.<,v ~ / ~:> ! l!' I. .
,.------..-------------..-----------------------.---------....-----...-....-------J---------.-------------------~~r===-'-t==:~:.$L=4 .'- .-';'\;.,~' 4J270+ II { ~??0 '''>(>! I I '11
\ I ill ~ RI/:' 211 ~~
EX, ST MH/CB (i11.J2:lj/ I' ~,~;~!~:1Tc!~\l~'.f}I;\-----------v-;" ;;====-;"-~;~---'--ll~II--- \~~90~~'-~;~=~~-~~-------I-li t----:II/-(~~1'G~~~~~LL(~O~~~~:~~DN~!~~
. rSiGii Lie; '\ ,^" ,~ '" A ,s-1::: r - ,.,'" COULD NOT BE REMOVED)..
R!M == 432<61 , "'Q). \ ..~ H~ < \i\MU CUSJi~ ,,(! l,r""c, !Il "'" EV ~T t'H-"" : ,... /.... i ~~""I'~~' .49TC )~.
;::'L 8" j"',J :--. -- 42';".46 1434201K; '0' E:) -:0 PARKJNGSIGN ~< ,,(() "... II ~".,...:>t!.b! I W' i ~.J r-
, ~ r:. ~.~ - . I ~ ',/"\:-<.,,,' I - 4't.1 -9 I !..,) f
. '.' . ,. ;:~-..,.. . ,- .. l~" : (I' !' '.:>. ,-"r.-...y...'" I I - ...J ,0 .~. ,~ '-
TOP 4" VERT. OUTLET = 428.3'j .: ..>:. .... ':"'l~ :-:-;:'...:.. >::. ,::-:.f\{j i \ ~ ' \>.. ...~)t<"->~'') lltn FL 6" OUT W := .- 9 I i \ i
.. ... ... --....: .'. ... tt.. ..:.-. <. <<'~' ~~ ..>:0. \ t:<') IX'" . - . . - ~~ --",-' I ., _ I I I \ J
TOP 12" VERT. OTlET = 4.::8,,)1 ::~, '.';'~ "':J,lllr' ',,;,' ~ &;>; l") r..~' ~ . - - ~ '. ~\).,~/ l'io 41..'97'" SUMP = 428.44 : I ! ''\,.
FL 12" OUT N,E. = 425.61 '---:1' .': I vy( S' '-t~ (1 1. 4.33.54TC --0-, 'T4~3:31' ~......~i~ I - (I I
SUMP = 424.56 Ji. (>/:~ '{~-'0 '~(y{"\ ''-:>/0 ~~!~ ~~ g q ,~; . ' ,.' . '~1:1:~ ::"TE:.'>:}"- <' ,~J ! ~~:".J"v.,v e:J; =.o.r 4f2.29 ?;'<
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r..:'.'''::. STATION & MARKET ' I ltl~ ; i \,.,I!, " )
AN ADDIIIOtW.. FIRE tMJRANT IS LOCATED ON THE 1 ~ TAX lOT 900. MAP 17-03-15-30
NOR1'H MARGIN OF BEL1UNE ROAD APPROXIMAlELY FH EX, WW MH #008
205- SOUTH OF THE SUBJECr ~IT. RIM - 435.09
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PARCEL 3 OF LAND PARTITION
PLAT NO. 91-P0084
~33.
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TAX LOT 1200
MAP 17-03-15-33
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PARCEL 2 OF LAND PARTmON
PLAT NO. 91-P0084
FX, WW MH #007
RIM = 435.72
FL 8" IN W. = 425.52
FL 8" OUT E. = 425.47
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TAX lOT 1300
MAP 17-03-15-33
PARCEL 1 OF lAND PARTITION
PLAT NO. 91-P0084
eRl\DlNe PLAN
SCALE: I" = 20'-0"
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NOTES:
1 ~ NO BUILDINGS OR STRUCTURES CURRENTLY EXIST WITHIN
THE PROJECT SITE WITH THE EXCEPTION OF THE TRASH
ENCLOSURE LOCATED NFAR THE NORTHWEST CORNER OF
THE PROPERTY.
2. NO WATERCOURSES. 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-YEAR FLOODPLAIN- PER
flOOD INSURANCE RATE MAP 41039C1133 F, DATED JUNE
2, 1999.
4. PER CIlY OF SPRINGFIELD tWELLHEAD PROTECTION ARCAS.
MAP DATED SEPTEMBER. 2004 THE NORTHERlY MAJORIlY OF
THE PROJECT SITE IS LOCATED WITHIN THE 2 YEAR nME OF
TRAVEL ZONE, AND THE SOU"f'HERlY PORTION OF THE
PROJECT SITE IS LOCATED WITHIN THE 5 YEAR TIME OF
TRAVEL ZONE FOR THE 'SPORTS WAY WELLHOO> PROTECnON
AREA.
5. PER THE .SOILS SURVEY OF LANE COUN'f'(. 100X OF THE
POJECT SITE IS COMPRISED OF THE FOLLOWING SOIL TYPE:
32 - COBURG-URBAN LAND COMPLEX
~. PER THE 'SOILS SURVEY OF LANE couN'rf THE SOil TYPE
REFERENCED ABCNE IS SUITABLE FOR' URBAN DEVELOPMENT,
HOWEVER IT IS SUBJECT TO UMITAnONS COMPRISED OF
SEASONAL HIGH WATER TABLE. MODERATELY SLOW
PERMFABlUTY. AND LOW SOil STRENGTH. 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.
UTlUlY N&TE:
UflLmES SIZES AND LOCATIONS SHOWN HEREON ARE BASED ON
A COMBINATION OF FIELD SURVEY OF OBSERVABLE ABOVE-
GROUND EMDENCE. UTllJIY COMPANY LOCATION MAPS AND crrv
OF SPRINGFIELD AS-BUILT INFORMATION. AND ARE SUBJECT TO
FIELD VERlRCATlON<.
SURVEY NOTE:
THIS MAP AND THE DATA SHOWN HEREON IS BASED ON RECORD
INFORMATION. DOES NOT CONSflTUTE A BOUNDARY SURVEY. AND
IS SUBJECT TO ANY DISCREPANCIES WHICH MAY BE DISClOSED
ft( A SUBSEQUENT BOUNDARY SURVEY.
~ NATION NOTE:
ElEYATlONS SHOWN HEREON ARE BASED ON CfIY OF SPRINGFIELD
DATUM. BENCHMARK USED WAS CIlY OF SPRINGFIELD BENCHMARK
NO. 420 -GATEWAY / GAMEFARM-, A SQUARE CHISELED IN THE
TOP BACK OF CURB. 7.6 FEEr WEST OF THE WEST END OF THE
SOUTH RAMP AT THE NORTHEAST CORNER OF THE INTERSECTION
OF GATEWAY Sl'REEr AND GAME FARM ROAD tA$r.
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/ARCHITECT.
CONSTRUCT EXTRUDED CURB. SEE DErAIl 2/C4.
. CONSTRUCT SIDEWALl<. SEE DETAIL 4/C4.
CONSTRtJCr SWALE. SEE SHEET 02 FOR DIMENSIONS "
SLOPE SEE lANDSCAPE PLAN FOR VEGETATION.
CONSTRUCT CONCRETE SURFACE 4- WITH< 14 REBAR 024-
O.C. FACH WAY ON 10- CRUSHED ROCK COMPACrED.
---------X" w--------- PROPOSED WATER UNE (SIZE AS NOTED)
--------x... ww -------- PROPOSED WASTEWATER PIPE (SIZE AS NOTED)
-------- X" Sf -------- PROPOSED STORMWATER PIPE (SIZE AS NOTED)
---------- E ---------- PROPOSED UNDERGROUND ElECTRIC UNE~
---------- T ---------- PROPOSED UNDERGROUND TElEPHONE UNE
0- PROPOSED WATER METER
o lit PROPOSED ELECTRIC METER
@} PROPOSED CATCH BASIN
- PROPOSED CURBING
... PROPOSED BROKEN CURBING
PROPOSED ElEYATlON
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LEGEND
FOUND 5/8- IRON ROD WITH PUNCTURFD
AND/OR UNREADABLE YELlOW PLASTIC CAP
FOUND 5/8- IRON ROD WITH YELlOW PLASTIC
IDENnFlCAnON CAP STAMPED -G.E.S. PLS 2280-
FOUND P.K. NAIL WITH WASHER
STAMPED -GES PLS 2280-
FOUND P.K. NAIL WITH WASHER
STAMPED '\s 1138-
DENOTES UNE NOT DRAWN TO SCALE
EXISTING TOP OF CURB OR WALK ELEVAnON
EXIS11NG SPOT ElEYAnON
EXIS11NG WATER VALVE.
EXISTING WATER METER
EXISTING RECTANGULAR IRRIGATION CONlROL VALVE
EXIS11NG ROUND IRRIGATION CONTROL VALVE
EXIS11NG FIRE HYDRANT
EXISTING STORMWATER MANHOLE
EXIS11NG STORMWATER MANHOLE / CATCH BASIN
EXISTING CATCH BASIN
EXISTING lWO-CB.L CATCH BASIN
EXISTING CURB INLET
EXISTING WASTEWATER MANHOLE
EXISI'ING CLEANOUT
EXISTING GAS VALVE
EXISTING GAS METER
EXISTING TElEPHONE RISER
EXISTING POWER POLE
EXISTING POWER POLE WITH UGHT
EXISTING SITE UGHT
EXISTING POWER POLE ANCHOR
EXISTING ELECTRIC METER
EXISTING TRANSFORMER
EXISTING CABLE TELEVISION RISER
EXISTING PHONE BOOTH
EXISTING 6- DIA. BOLLARD
HANDICAP PARKING SPACE
DENOTES TRASH ENCLOSURE
EXISTING OVERHE'AD WIRE
EXISTING CHAIN UNK FENCE OR GATE
EXISIlNG CURBING
EXIS11NG CURB 8c GUTTER
EXISTING CONTOUR UNE " ELEVAnON
EXISTING sroRMWATER PIPE (SIZE AS NOTED)
EXISTING WASTEWATER PIPE (SIZE AS NOTED)
EXISTING NATURAL GAS UNE (SIZE AS NOTED)
EXISTING WATER UNE (SIZE AS NOTED)
EXISTING UNDERGROUND ELECTRIC UNE
DENOTES EXISTING CONCRETE
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PROPOSED EvE~EN TREE
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Prepare &ub&ol' to prevent &et.tffng
OCONIP:S~Oue T~SS F'L.ANTING -OST AIL.
f='J..ANT J.. re,.
Qty. Botanical Name Common Name Size Comments
TREES
1 Acer macrophyllum Big Leaf Maple 1 1/2" cat Evenly branched
1 Acer rubrum 'Red Sunset' Red Sunset Red Maple 1 1/2" cal. Evenly branched
2 Alnus rubra Red Alder 1 1/2" cat Matched, evenly branched
8 Calocedrus decurrens Incense Cedar 5'-6' Evenly branched
SHRUBS
2 Ceanothus sanguineus . Oregon Redstem Ceanothus 3 gal.
5 Lavandula angustifolia 'Tuscan' Tuscan Lavender 1 gal. No sub: source: 686-9999
9 Philadelphus lewesii Mock Orange 3 gal.
23 Rosa nutkana Nootka Rose 3 gal.
7 Rubus parviflorus Thimbleberry 3 gal.
PERENNIALS
11 Iris sibirica 'Bennerup Blue' Bennerup Blue Siberian iris 1 gal.
5 Iris sibirica 'Butter and Sugar' Butter and Sugar Siberian iris 1 gal.
4 Iris sibirica 'Dancing Nanou' Dancing Nanou Siberian Iris 1 gal.
GRASSES
109 Juncus patens Common Rush 1 gal.
VEGETATEO eUJAJ..E ~EQUI~EM=N1
STORMWATER VEGETATIVE SWAlE REQUIREMENTS
Based on 996 sf Facility
Plant Category Minimum Required Actual Count
Trees 10 10
Large Shrubs/Small Trees 41 70
Shrubs/Grass-Like Plants 498 sf 498 sf
Grass-Like Plants 50% 50%
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Sch irmer + Associates, LLC
I. AND LJ S F. P I. ANN I N C" SIT f D F S I G N
AND I.ANDSCAPF. ARCHITECTURE
375 W. 4th Ave. Suite 201
Phone: (541) 686-4540
Fax: (514) 686-45n
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 PROPERTY 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 PARTY WITHOUT FIRST OBTAINING THE
WRITTEN 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
.
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REVISIONS
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Date
Description
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PROJECT NAME
PROJECT ADDRESS
PROJECT ADDRESS
Just Brew It COFFEE CART
Springfield, OR
PHASE
2.13.08
DATE
ces
DRAWN BY
FILE NAME
CHECKED BY
SHEET TITlE
PLANTING PLAN
.
Date Received:
SHEET NUMBER
FEB 1 3 2008
L3
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SECTION 31 0500
lANDSCAPE EARTHWORK
PART 1 GENERAL
1.01 RELATED SECTIONS
A. Section 32 84 00 Planting Irrigation
B. Section 32 90 10 Planting
1.02 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
Section 32 84 00 -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 COORDINATION
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 acceptance of existing conditions.
I. Tolerances: Per form 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 6".
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
0, 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.
D. 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 0698; Loam, minimum 12" thick, compacted to 80% per ASTM
0698.
B. At Bioswales:
Subsoil compacted to 80% per ASTM 0698; Loam, minimum 6" thick, compacted to 80%. per ASTM
0698.
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 manufacturers 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
manuf~cturer 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 ~
A. Manufacturer: Rainbird
1. Substitutions: See Section 01 60 00 (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 60 00 (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. P\~O (Polyvinyl Chloride) Type 1, NSF approved as per ASTM-DL784, DL785, 0-2242, and
Product Standard 21/70, 22-70. All PVC pipe to be continuously marked with the
mc.i1ufacturers name, kind of pipe, material, IPS, class, or . schedule. Class 200 throughout.
PVCfittings 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. SIt.'pves: 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 SDLVENT CEMENT
1. NSF approved solvent for Class 1245-B&C PVC, through 4"
2. Conform to ASTM 0-2564. 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. VALVEBOXKEY
Designed to work with locking lid on specified valve box.
G. CONTROL WIRE
Provide according to manufacturers 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 1000k 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, weeds, 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:
Schirmer + Associates, LLC
l.. AND USE P I. ANN I N Co, SIT F. 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 PROPERTY 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 PARTY WITHOUT FIRST OBTAINING THE
WRITTEN 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
.
.
.
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 manufacturers 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 manufacturers 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.
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
3.10 THRUST BLOCK INSTALLATION
A. Install minimum 2 cubic feet concrete thrust blocks at all corners, tees, and stub outs on pipe over 2
inches in diameter.
3.11 VALVE INSTALLATION
A, Install plumb and square and according to manufacturers recommendations.
B. Where possible, allow for 4" clearance between bottom of valve and valve sump at Automatic
Control Valves.
SHEET TITlE
SpecificatiBLi Received:
.
FEB 1 3 2008
SHEET NUMBER 0
Original Submittal -1
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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 coif 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 32 84 00 - Planting Irrigation
1.02 ALTERNATES
C. Refer to section 1023 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" cat 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 pJ~~ts 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 8% Nitrogen slow release.
C. TREESTAKES
2JJ X 21' 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
ImpQrted, natural, fertile, friable sandy loam: free of rock, clay, subsoil, clods, plants, roots,
weeds, seeds and other deleterious material.
F. ORGANIC MATERIAL
Ste~[~Plus by Rexius Forest Byproducts: Eugene, Oregon or approved.
G. LAW~ (EcoLawn) - Hobbs & Hopkins Protime 710 PDX-Plus Green Cover Plus Flowers
a. Si:~ed: 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. M~ as follows:
CJmmon Name Percentage by Volume
1. PR8820 Perennial Ryegrass 56%
2: Eureka Hard Fescue 15%
3 Dwarf Yarrow 7.5%
4. Dutch White Clover 60/0
5. Perennial Lupine 4.50/0
6. Salina Strawberry Clover 3%
7. California Poppy 3%
8. Sweet Alyssum 2%
9. Shasta Daisy 1.5%
10. Glodetia 1.5%
c. Purity: 98% by weight
d. Germination: 90%
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.
B. 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.
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Sch irmer + Associates! LLC
I. AND USE P I. ANN J N G. S J TED F S I G N
AND I.ANDSCAPE 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 PROPERTY 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 PARTY WITHOUT FIRST 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.
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
PROJECT NAME:
JUST BREW IT
COFFEE CART
SITE PLAN REVIEW
.
.
.
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 n 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.
REVISIONS
#
Date
Description
END OF SECTION
PROJECT NAME Just Brew It COFFEE CART
PROJECT ADDRESS
PROJECT ADDRESS Springfield, OR
PHASE
20 DEC. 2007
DATE
ces
DRAWN BY
FILE NAME
CHECKED BY
SHEET TITlE
Specifications
Date Received:
.
SHEET NUMBER
FEB 1 3 2008
L5
Original Submittal
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