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LANE COUNTY MAP" 11-03-22-20
T AX LOT tt2300
ZONING: CC
5 TE AR::A5
TOTAL SITE AREA a 4h,36S SQ. FT.
FROJECT SITE ~A:: &,1&S SQ. FT.
eXISTING eTFWCTUFCU: :: 1~10 eQ. FT.
FROPOSED eTFieUCTUFeE = ~S3 SQ. FT.
TOTAl.. eT~CTUFeS = 1,12~ eGo FT.
_AND5CAP N6
LANDSCAPING tEMOVEDFOR rROFoeeD IMFROVEMENT :: NONE
LANDSCAPING AODED WITI-4 PROPOSED IMFROVEMENT :: 228 SQ, FT.
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CONCRETE CIINB
N 89~9'20N E
J35.571
Tli'ANSFORMEN,
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PA~<NG
eXISTING PA~ING :: 68 SPACES
eXISTING PARKING REQUIRED ** 14 SPACES
eXISTING PARKING SPAces TO 6E FeMOYED &2 h
FAfiiKlNG SPACES ~QUI~D FOR COFFEE 61-40F = .3
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PROPOSED NUMBER OF EMPLOYEES = 2
OCCL,PANCY
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TO CONSTFalCT A ~S3 &QUARE FOOT COFFEE &~OF AND ALl. NECeSSARY SITE IMF~OVEMENT6.
TJ-IE FACILITY WILL EMPL.OYEE TWO FERSONS FER S~IFT AND WIl.L OPERATE FROM 5> AM. TO II FM.
eEveN DAYS fOE~ weeK.. PEAK I-IOUR6 WILL BE FROM 6 AM. TO 9 AM..
T =NAl\ T / FRAl\CI- 5::::
CI-IRIS STeWART
STeWART AND eoNS ENTE~PRleEe, INC.
4htbrZ> MAIN eT. BLDG. D eTe htbe>
SPRINGFIELD, OR ~1418
_AND OWNER
MAJOR DEFOE
gfD1S1 PRAIRIE ROAD
EUGENE, OR ca1402
:>RE-=A3R C~AT=::>3UL_::> l\G
t=Ae~ICATED BY DoueLE"R' PRODUCTS, FOR DUTCI-I BRoe. COFFEE.
PERr1IT ISSUED ey THE 6T ATe OF ~GON BUll_DING CODES DIVISION.
PEp;t1IT NUMeER - M.334 ~& - 454e>D
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SHEET TITLE:
elTE PL.AN
FILE: GATE-5T
DATE: 12/30/08
SHEET
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esE DRAWINGS PROVIDED BY DUTCI-4 e~oe. FOR l-~e-FA6
UNIT DESIGN.
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ex.METAL 328.00' 6xlfD COV5fCED
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NOTE: ALL ADA ~OUTEe, INCLUDING CUFij3 ~FS, DETECTABLE WAflieNlNGS,
WALKS, euras=ACES, GRATeS, SEFAAATfON, rnOTRSDING OBJECTS, AND
ISLANDS e~ALL Be CON6TFaJCTED IN ACCOf'(DANCE WITI-I TI4E
'OREGON 5T~CTUFeAL SPECIAL TIE5 CODE' SECTION lttZ>3. ALL PA~ING
FACILITIES AND LOADING ZONES SI-IALl. BE DESIGNED AND CONSTFaJCTED
IN ACCORDANCE WITJ.I 'osee' SECTION n~4 AND 1tcZ>S.
EACJ.lI-JANDICAF AcceS616Le PARKING SPACE 81-4ALJ..
ee MA;;:KEO BY A SIGN IN II I-IIGI-I LETTERS ST A TING
'PA~ING WJTI-4 DM.V. DISABLED PERt1IT ONl Y. VIOLATORS
SUBJECT TO TOWING UNDER O.R.S.. 811b2cZ> AND FINE UP TO
.250 UNDeR 0R.6.811,hlSI_ VAN ACCEselBLE PAFCKING.5PACE
MUST J.lAYE AN ADDITIONAL SIGN MOUNTeD TO T~E SIDE OF
T""E FA~ING SPACE
REVISION:
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CONCRETE CI/R8
LEGENfJ
-E7 = SITE BENCHMARK AS NOTED.
. == GUARD POST.
B.s. .:= 81/S STOP.
CABLE .:= CABLE BOX.
CB. =' CA TCH BASIN.
C~ == CABLE PEDESTAL
ca = CLEAN OUl:
E.At. == ELEClRlC METER.
F:H. .:= RRE HYDRANT.
F.l. FLOW LINE
& II. = GAS VAL Ill:
/, C. $! = IRRIGA 1/0N CONmOL VAL Ill:
M.H. = MANHOLE.
M.L.P. = METAL LIGHT POLE.
M.s,P. = METAL SIGN POST.
T.B. == TELEPHONE BOX
T.a. C = TOP BACK ClJRB.
T.s.a. .:= TRAFfiC SIGNAL BOX.
T.P. -= lELEPHONE PEDESTAL.
IY.L.P. = WOODEN LIGHT POLE.
1f.M. = WA TER METER.
If. $! = WA TEl? VAL IE:
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TOPOGRAPHY SURVh'Y
OF
OF TAX LOT 2300
SIT{jATEO IN THE NORTHWEST QlJARTER OF SECTION 2.2
TOWNSHIP 17 SOlJTH, RANGE,] WEST OF THE W/LLAMETTE MERIDIAN,
CITY OF SPRINGFIELD, LANE CO{jNTY; STA TE OF OREGON.
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= GAS AS PAINTED
= WATER AS PAINTED
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= ElEClRlC AS PAINTED
NOTES
SHEET TITLE:
eXI5T1G COND.
1) CONTOURS ARE AT l' INTERVAlS AND ARE COMPUTER GENERATED.
2) ALL MANHOLES HE'RE LOCA 7E/) A T CENTERLINE OF RIM.
3) UTILITIES SHOWN ON THE SIJRVEY HEREON HERE BASED UPON
GROIlNO/V!stJAl OBSERVATION ONL~ THERE MAY BE UTILITIES ON
THE SITE THA T WERE NOT VISIBLE THEREFORE; lHEY ARE Nor
SHOWN. THE ACTUAL LOCA 1/0N OF THE UNOERBROllNO UTIliTIES
VAR~
4) LOCATES ARE PER TICKET Nt/MBER 8146640
5) THIS IS NOT BOUNDARY SI/RVE~
6) MANHOLES IN GATEWAY ROAD M:I?E NOT ACCESSED
DIlE TO EXTREME HICH TRAme.
BENCHMARK.
SITE BENCHA:fARI(
FILE: eX-CON
I I . .,
DATE: 12/.3tZ>/tZ>8
CITY OF SPRINGfiELD BENCHMARK MARKED BY A ~~ BENCHMARK
IS LOCATED ON A CI/RB AT THE CORNER OF CATEWAY SlREET AND
G'A TEWA Y LOOP. ELEVATION OF MARK IS 432. 41 FEET.
STA JEW/DE CONTROL POINT NI/MSER 1. A MAGNAIL SET
IN ASPHALT IN lHE EASTERL.Y SIDE OF SITE, SHOWN
HEREON. ELEVA TlON OF MARK IS 4.J.],4.J FEET
Date Recelved:_ .,1 ,'. ~ ()l1 flRf
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BIKE SI-IEL TE~
FILE: GATE-BIKE
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SHEET TITLE:
i ~I-I ENCL.oeURE
FilE: GATE-DUMP
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DATE: 12/.30/08
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REVISION:
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NOTE: ELEvATE 61..A6 112'
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SHEET TITLE:
UTI1.ITIES
FilE: UTII_frIES
DATE: 12/3~/~8
SHEET
. /\. ~ :~
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REVISION:
GENERAL SPECifiCATIONS:
NOTE TO CONTRAOOR:
1. GENERAl REQ'MTS
A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE
TO THE 2006 IBC WI LOCAL AMENDMENTS, ALL LOCAL CODeS
AND ORDINANCES AS APPLICABLE.
B. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CON~IKUCTION
METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO
COMP~I t: CONSTRUCTION.
C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS PRIOR
TO PROCEEDING WITH CONSTRUCTION.
D. CONTRACTOR SHALL CAlL THIS OFFICE IF ANY CLARIFICATIONS OF
THE PLANS ARE NEEDED, OR IF ACTUAL CONDITIONS SIGNIFICANTlY
VARY FROM WHAT IS SHOWN ON PLANS.
2. ALL BOLTS SHALL BE AS FOLLOWS:
A S I t:l:L -to- STEel CONN. - A325
B. STEEL -to- WOOD CONN. - A301
C. WOOD -to- WOOD CONN. - A307
O. WOOD -to- MASONRY CONN. - A307
E. ALL BOLT HOLES SHALL BE DRillED OR PUNCHED 1/8"
lARGER THAN SPECIFIED BOLT DIAMI:: II=R.
3. WEATHER
A NO CONCRETE OR MASONRY IS TO BE PLACED WHEN THE TEMP.
IS BELOW 400 FAHRENHEIT UNLESS PROVISIONS ARE MADE TO
PROTECT AGAINST FREEZING FOR A PERIOD OF TIME NOT LESS
THAN SEVEN DAYS.
REFERENCE ARCHITECTURAL SHEETS FOR
ALL CONSTRUCTION DIMENSIONS
G.C. SHALL COORD/NATE STRUCTURAL DETAlUNG,
SEQUENCING AND SHORING INCIDENTAL TO
ERECTION OF THE PRIMARY STRUCTURAL
SYSTEMS DEPICTED IN THE DRAWINGS.
G.C.IS RESPONSIBLE FOR IMPLEMEN11NG
AN ACCEr',t::D MOISTURE PROTECTION PROGRAM
FOR THE ENTIRE STRUCTURE TYPICALLY USED
IN THE LOCATION OF CONSTRUC710N.
SPECIAL NOTE:
NO GEOTECHNICAL REPORT WAS IllADEAVAlLABLE
FOR THIS PROJECT.
GROUNDWATER ELEVATION IS ASSUMED TO BE BELOW
F00llNG LEVEL.
ALL DAMPPROOFlNG, WATERPROORNG, DRAINAGE
COLLECTION, & DRAINAGE DISCHARGE IS THE
RESPONSIBIUTY OF THE CONTRACTOR! OWNER..
SUBGAADE CONSTRUCTION NOTES:
STAUOURAl SPECIAlINSPEalONS:
CONCRETE CONSTRUCTION (1704.4)
MASONRY CON~ I t<UCTION (1704.5)
SUBGRADE CONSTRUCTION (1704.7)
ALL DRillED AND EPOXY ~el ANCHORS & BARS (1104.13)
STATEMENT OF SPECIAL INSPECTION (1705)
THE EXISnNG SITE SHALL BE CLEARED AND GRUBBED OF ALL ORGAN/CAND/OR
UNCONTROLLED FILL MATERIAL PRIOR TO STRUCTURAL RLL IMPORT. EXCAVATE AS REQ'D.
BELOWBOrrOM OF FOOTING TO FIRM, UNDISTURBED, NON-ORGANIC MATERIAL
ALL FOOTINGS CONCRc.c SHALL BE PLACED OVER 6- MINIMUM LAYER OF
APPROVED 3/4" minus CRUSHED ROCK COMPACTED TO 95% MODIRED PROCTOR
OVER APPROVED COMPACTED STRUCTURAl.. FILL
A QUAUFlED TESTING REPRESENTATIVE SHALL BE PRESENT DURING STRUCTURAL FILL PLACEMENT
TO PERFORM IN-PLACE DENSITY TESTS AND EVALUATE PROGRESS.
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VERTICAl STEUWAlL REINFORCING
/ NOT SHOWN FOR CLARIlY
HORZ. SHALt BE PLACE TO THE
OUTSIDE OF THE ANCHOR BOLT
PRO~DESTO.9ooBENDATEACH
CORNER & lAP 24- MIN.
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@ ~~~JING & STEMWALL WI ANCHOR
fOOTING SCHEDULE:
FOOTING lYPE SIZE REINFORCEMENT
[FTG.-A] 2'-6"x 2'-6"x1211 #5 BARS@ 12" O.C. EMf
HOLDOWN ANCHOR SCHEDULE:
ANCHOR BOLT TO FOUNDATION
[A.1] 5/8"0 A307 INVERTED M.B. (51t EMBD. INTO FOOTING)
DESIGN CRITERIA SUMIVlAAY:
ROOF SL:
ROOF DL:
FLOOR DL:
WALL DL:
PARTITION WALL DL:
FLOOR UVE LOAD:
PROVIDE ANCHOR BOLTS ALONG STEMWALLPER PlAN
FOR DRILL AND DOWEL ALL-THREAD INTO EXISTING FOOTING
USE HIL TI HIT oRE 500 CONCRt: I t.: ADHESIVE, CONTACT ENGINEER
FOR EMBEDMENT DEPTH REQ'MTS.
PREPARATION AND INSTAllATION PER MANUFACTURER REQfMTS.
PROVIDE SPECIAL INSPECTION PRIOR TO INSTALLATION.
70 psf
20 pst
20 psf
10 psf
10 psf
60 psf
SEISMIC DESIGN CATEGORY: D
SOIL SITE CLASS D: Ss = 0.966g
S. = 0.478g
SIJS = 0.117
S,n = 0.485
BASE SHEAR: 6.9k (es : 0.478) (R : 1.5)
,
,
26'..(}"
WIND = 100 mph, Exp. C
(or 25 pst)
Kit = 1.25
KrI = 0.85
G = 0.85
GC", = +0.18
,
, 6'-8" " 6'~06" '~
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fOUNDATION NOTES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE
TO THE 2006 IBC WI LOCAL AMENDMENTS, ALL LOCAL CODES
AND ORDINANCES AS APPLICABLE.
2. GC SHALL VERIFY ALL DIMENSIONS AND ANCHOR BOLT LAYOUTS
PRIOR TO CONo 1 rtUCTION.
3. ALL STRUCTURAL CONCRt: I t: SHALL BE fo = 3500 psi @ 28 DAYS,
4" SLUMP. PROVIDE 4% AIR ENTRAINMENT FOR ALL INTERIOR
CLIMATE CONTROllED CONCRI:: I C AND 6% AIR ENTRAINMENT
FOR All CONCRETE EXPOSED TO THE EXTERIOR. DESIGN VAlUE
USED: 2500 psi, THEREFOR NO SPECIAL INSPECTION OF
CONCRe I I:: MIX REQ'D.
4. ALL CONCRa: I t.: SHALL BE CURED PER CURRENT ACI 318
STANDARDS.
5. All REBAR SHALL BE ASTM A615 GRADE 60 U.N.O. LAP All BARS
48 DIAMt: IcRS.
7. ALL REINFORCING ~ II:El SHALL BE TIED 100% ALONG ALL
PERIMe I t:R EDGES AND 50% RElD.
8. ALL ANCHOR BOLTS SHALL BE A307 PER ASTM DESIGNATION
U.N.O..
9. GC SHALL COORDINATE All FOUNDATION PENt: I KATlONS WITH
PLUMBING, ELECTRICAL AND MECHANICAL REQUIREMENTS.
10.CONCRI:: I t: TO BE PLACED ON 6" OF 3/4" MINUS CRUSHED ROCK
COMPACTED TO 95% MODIFIED PROCTOR OVER FIRM,
NON-ORGANIC,NON-EXPANSlVE NATIVE MATERIAL OR APPROVED
STRUCTURAL FILL.
11. NO GEOTECH REPORT WAS MADE AVAlLABLE, ASSUMED
ALLOWABLE SOIL BEARlNG = 1200 pst G.C. MUSTVERlFY
SOIL BEARING CONDITIONS PRIOR TO FOUNDATION CONSTRUC710N.
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6. ALL TIE WIRE SHALL BE Min. #16 ANNEALED o I eEL.
@ 1~,~~~.DATION PLAN
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S" CMU ENTIRE PERIMETER
HOLOOWN TO FRAME
[HD-1] HDU2*SDS2.5
WELDED STUDS
5/8"0 A307
1/4"xS"xS"x4" lONG ANGLE
WI (3) 1/411- TEK SCREWS TO RIM, TYP.
SAW CUT TOP OF STEM WAlL 11/Z' DEEP x 6" \NIDE
(4 LOCATIONS, FiElD lOCATE) TO AllOW THE PLACEMENT OF THE
UNIT AND HOISTING STRAPS TO BE REMOVED, SOLID GROUT VOID
AFTER PLACEMENT WI NON-SHRINK GROUT.
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REINFORCEMENT PER P~ \ ~f.~i~
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3" CLEAR BOlTOM & SIDES J PER PLAN .. . ,
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STEMWAlL REINFORCING:
=./ (2) #4. HORIZONTAl (TOPJBOT.)
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PROVIDE 4"121 PERFORATED DRAIN PIPE ENTIRE)
PERI Me I I::R. DISCHARGE TO DAYUGHT. WRAP
WI NON.WOVEN GEOTEXTILE FILTER FABRIC
& DRAIN ROCK
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PER PLAN ~ PROVIDE 6" lEG ON ALL
,. VERTICAL BARS AS SHOWN
(At. TERNATE SIDES)
VERTICAl STEMWALl REINFORCING
~ NOT SHOWN FOR ClARITY
HORZ SHALL BE PLACE TO lHE
~ OUTSIDE OF THE ANCHOR BOLT
PROVIDE STD. 900 BEND AT EACH
CORNER & LAP 241 MIN.
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.,...,'~ .... ,~'" ..,...". :'~ ~.,"':, ,:,":0 FTG. STEEL TO BE LOCATED
, ~. ';:':'~~{t ~:i,~?(j~\:f~,"~~r;: ~ <~ ,3~ CLEAR BOlTOM & SIDES
" 24"121
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(541) 488 8200
545 A Street
Ashland, OR
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FOUNDATION PLAN
FOUNDATION DETAIL ~
SCALE: AS SHOWN
12/22/08
GNF
81.1
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- l! ()) tAUTUMN BLAZE I RED MAPLE
(11) GAl-AI-
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(2 ) FOUNTAIN GRASS
(I) K1-0NDlKE AZALEA
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(6) F=OUNTAIN ~65
(3) FOUNT AIN G~
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(1) SALAL
(1) VINE MAPL.E
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(4) 6ALAL
(1) vINE MAPL.E
: I (I) 'AUTUMN 6LAZE' RED MAPLE
L _ _ _ _ _ _I (6) FOUNTAIN Gr;;eASS
(3) RED F=LOWE~ING CUR~ANT ~
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L The design of the proposed Irrigation s~stem shall provide Irrigation
eufficlent for the health and survival of the tree and plant epeciee specIfIed in
the Landscape Plan. Flantlng design used plants with elmllar tolerance for
drought once eetabllshed.
2* IrrigatIon s~etem to be automatIc electric solenoid controlled underground
sprinkler e~stem wIth pvc pIpe and fIttInge, backflow prevention device,
automatic controtter (Irritrol, RafnbIrd or approved), electrIc remote control
valvee wIth pop up spra8 sprInklers (Rafnbird or approved).
3~ Locate a II va Ivee In underground va lve box.
4~ Contractor to provide and inetall 6chedule 4~ Irrlgat.ion sleevee under
hardscape to allow acceee to plant bede for irrigation. Extend sleeves 411
be~ond paving. Cover open ende with duct tape and place wooden stakee at
face of wa lks and curbe where sleeve ende are located.
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5. Verff~ static water preeeure and Inform owner if preseure and flow are
InsuffIcIent for properl~ functionIng IrrIgation e8stem.
~. Operate Irrigation e~etem during non-peak domestIc uee houre.
,~ Install IrrIgatIon heads a minimum of ~" from bullcHng5 and waite. Inetall heads
wIthIn 3" of paving and curbs.
8.. Provide complete (head to head) coverage of all plant beds with irrigatIon
la~out. Zone valvee to be Ralnbird FE6 eeriee or approved.
9. 5ize IrrIgation pipe according to pipe sIze chart.
I~. Prror to fneta Ilatron, Owner to approve location for automatic controller.
F .-A~ not to eca e
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(~) FOUNTAIN GRAeS
(2) tKl-ONDIKE' AZAI-EA
(3) SALAL
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RCV CLA56 2~~ ISP RLA6TIC PIPE
GFM SIZE
J-l~ .3/411
11-1~ pI
11-2b I 1/4"
21-3& I 1/211
3b-E>5 211
~:=I/\\'.~== := 5 ==
! ..... .................]~o.t~.nI~~I~a.rn~"........ ......::........::.........~.:"......._..:........ ....... ..;C~minO'.~.~.~"rne
:.:.......',.:"..:,..,.:.::::.."..:~:lA~~~~~~~!.~A~t.~I!!... '_..".'.' .....,...,'. ....... 'n'"'''''' '''',,' .".........._._.,.........". ........ "".' _,i.y.i.~~-:.:~~P:~:~::....~.::..."..,...., . .
1........ ....". .... ".." .~Jf~!~'!!~~~~.~~!~.,~~~~!...~~~~.~~(.. ,..'...."..._.......,......,..._......_.. { F,~~~.~~~..~.~~~..~rass
} 201 Gau/theria sha/Jon ;~Salal
I:.:.::,:~:;1~~~~~k~~f~~~~~~1~~~!~~I,:~:~~:::::.:::.:JK~~~~~]~t~~~JsMA~~~ea
i 1 !Fraxinus pennsylvanica 'Patmore' 1Patmore Green Ash
t:,<,:.~:.~.,..,,,.....~'.:.~....4~1~~~~!.~.~:f.~iE'..~!9~.9~!~!~~~~~~~-,~~~~~.:~..:.~:.....:~.:::.....,::.,.."._.....,...,.. ,.."..:.::J.~_~.~:~!~(~:~~~~~...'.:..::-.:.... 1 g.~1
.. .. .....~If!i!!_~~~~nJ!~i'!.~~'!!......~__......_. ~." ' Red .~I~~~~':l~C?urrant .. 5 gal
".,
;Size
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L LANDSCAPE REQUIREMENTS: ReCiufred plante per lfZ)~fZ) 5.f4 of landscaped
area per 5ec31.14~(2Xa)(b): (2) 2" caL trees and (I~) shrubs:? gallon or lareer.
(1) III caL tree, (4) shrubs 1 gallon or larger.
T ota I lot landecaped area = lS8fZ) s.f. ~eCfuired trees @ 211 Cd I and to I ta II = 3.
Rectuired & gal plants = IS.
2. PLANT 6ED6: Excavate to nat.fve eorl, remove an~ rock fill and construction
debrIs~ 6crape 5ubgrade prior to amendfn9~ La~ enough &and~ loam to
achIeve a 1211 sorl profile after eettlrng. Mulch wIth 411 hemlock bark after
planting.
3. Plante planted too deepl~ wIll not be accepted.
4. Substitute plante on liet onl8 with landscape deeIgner or architect
approval.
S. MAINTENANCE: All proposed plants for t.his proJect DO NOT reCJuire re~ular
pruning. The~ are spaced to allow for their natural growth. Prune the;
prnamental ~raeses hard once a ~ear in Januar~.
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1. ease informatIon provided b~ ~on Thlenes, Architect. Anne CodcHng,
Landscape Designer, holde no obligatIon to verif~ and/or adjust base
InformatIon.
2. Verif8 location of exietfne underground utilftlee prior to execution of work.
Repair an~ damage done to existing utilIties, pipss, or related facilities at.
contractors expense and in a manner approved b8 genera I contractor.
3. Make minor adjustments in plant spaclnge to accommodate the Jrrfgation
&~stem de insta lied, existing eite elements, and [nsta tied eile elemente.
....:.~t=:.~ r:=-A'~-- '.G ~ 14G'~,.I\'~
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2"X 211 X 61 Mlt4. STM<E$
Pf.ASllC CH4IN lIE:
OR EQUAL IN FlaURE B
,2a DIA. K 2' LONG
PERFORATED PVC PIPE
3G a D14t11ETER :< 30" DEEP HOLE
CONSTRUCT ROOT BARRIf;R
(3/4" MI NUS CRUSHED ROCK
WITH FILM BARRIER OR EQUo\L)
WHEN TREE IS PLAf4TED WrrHlN 8 Ff
OF lHE SlRE:ET OR SIDEWALK.
2- X 2.. It er STAKES ~ ........... --.
"" 2,. otA. ~ 2' LONG
PERFORA'reO PVC PiPE
I lM'lN/GROUhJaci:NE~
TOPSOIL 'iff AMENDME m;
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CRUSHED ROCK .
FILM aARRIER
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NOTES
'1= REFER 11IliWDMD a61JdMG 2-1 ~ UJOllllJ~ I!IDJIBEJDS.
* mEET 1REI ~ES Hi IE 38JN1I:.'" flOK l1IE Q'f'i1 NlPJUMD OIN:lJ TREE USf. ROO TV DEJON STAHwmJ9 NlD r~ Sfl:JItt, aoo -
* mEET 1aEIS SWJ1 WIlE A 2 tm ~HM.N TfU([ M1PER Nf, wrMil.unn Ii one; I<<Nf. llE ROOT CXIUJR, -
...
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2-2 _
2000 ,
STREET TREE INSTALLATIO~J
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SHEET TITLE:
L.ANDSCAPE PLAN
FILE: GATE-LAND
DATE: 12129/tZ'8
SHEET
~
REVISION: