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PROFQSED SrTE PLAN ~ 111 = 1(Z)1-(Z)"
NOTE: ALL. ADA ROUTES, INCL.UDING CUFe6 RAMFS, DETECTA61-E W~INCiS,
WA1..KS, &UfiCFACee, G~TeS, eEPA~TION, P~OTRUDING OBJeCTS, AND
ISL.ANDS 61-lAL1.. BE CON6TFiiWCTED IN ACCORDANCE WITl4 TJ-IE
'OREGON ST~CTU~ ePECIAL Ties CODE' SECTION 1103. ALL PA~ING
FACILITies AND LOADING ZONES &I-IALL. BE DESIGNED AND CONSTRUCTED
IN ACCO~ANCE WITI-l 'OSSC' SECTION 1104 AND 11(2.)5.
EACJ-I J-IANDICAP AccEeSIBLE PAFeKINCi SPACE SI-lALL
65 MARKED ey A SIGN IN I' J-IIGJ-I L.ETTERS eTATING
'FARKING WITI4 DM.V. DISABL.ED PERMIT ONL Y. VIOLATo~e
5UeJECT TO TOWING UNDeR O.Re. &11.620 AND FINE UF TO
$2S(Z) UNDER O.~S.al1hI5'. vAN ACCESSIBLE PAte<ING eF>ACE
MueT I-lAVE AN ADDITIONAL SIGN MOUNTED TO TI-I5 SIDE OF
TJ-IE PA~ING SPAce
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OCCUPANCY
SITE DESCRIPTION
LANE COUNTY MAP · 11..e>2-32-~2
TAX LOT ~9lt)0
ZONING: CC
TYpe aMI
CONSTRUCTION TYPE
SITE AREAS
TOT AL. SITE AREA III &.4 ACRES
PROJECT SITE ~A = 4,816 SQ. FT.
F~OP05ED 6TFWCTUFeE III 3&.3 SQ. FT.
h\~ UIr1 ~~~i~
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DRAWING St-+EET INDEX
TYFE 'v-e'
PROPOSAL
TO PJ,..ACE A .3&3 SQUAFeE FOOT PFeFAeRICATED COFFEe SJ-IOP AND CONSTRUCT ALL. NeCeSeA~Y SITe IMPROVEMeNTS.
THE FACILITY WILL EMPLOYEE TWO Fe~eONe FeR eJ-lIFT AND WILL OPEAATE r:~OM 5 AM. TO 11 PM. eeVEN DAYS PE~ WEEK.
PEAK 1-I0Uf;!S WILL aE F~M 6 AM. TO 'a AM.
LANDSCAPING
L.ANDSCAPING REMOVED FOR PROPOSED IMFROVEMENT = &24 SQ. FT..
L.ANDSCAPING ADDED WITI4 P~OFoseo IMPROVEMENT .. 414.5 SQ. FT.
SHEET TITLE:
SITE PL.AN
TENANT / FRANCI-1ISEE
CI-IRI6 eTEWA~T
eTEWA~T AND SONS ENTERPf;!ISES, INC.
466~ MAIN ST. BLDG.. D eTe 660
eF~INGFleLO, OR <314'8
Al SITE PLAN
A2 EXISTING CONDITIONS
A3 61KE S~EL TER
A4 TRAS~ ENC.LOSURE
A& UTIL ITIES
S1.1 FOUNDATION PLAN
L 1 LANDSCAPE PLAN
IMPERVIOUS AREAS
IMFERVIOUS AREA ADDED = 4M SQ. FT.
IMPERVIOUS AREA REMOVED III 414.& SQ. FT.
NET IMPERYIOUS AREA = +19'& SQ. PT.
FilE: SITE
DATE: lPa/~
LAND OWNER
OONAL..O v. PFEIFER TRUST
2011 Ne 164th Fl..
PORTLAND, O~GON 91230
PARKING
EXISTING PAFeK.ING SPAces TO 65 REMOVED II 1
FAFeKING SPACes REQUIRED FOR COFFEE SI-lOP = 3
BIKE PA~ING II 2 (ONE COvEFeD)
SHEET
A= 1
PRE-FA6RfCATED 6UILDING
FABRICATED BY DOU6LE 'R' PRODUCTS" FOR DUTCI-I BROS. COFFEE.
FE~IT le5UeD BY TJ..IE eTATE OF O~eGON BUILDING CODES DiviSION.
PERMIT NUMBER - M3.34 e>8 - 4&4(Z)D
EMPLOYEES
SEE DRAWING5 PROVIDED BY DUTCI-l BRoe. FOR ffiE-FAB
UNIT DeSIGN.
PROF05ED NUMBeR OF EMPLOyees II 2
REVISION:
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EXf5TJNG CONPlTfON5 1j) 111=101-011
A FORTION OF LANE COUNTY MAF 11-02-32-32
TAX 1..0T 1~00
NOTES
1) CONTOURS ARE A 7 I' INTERVALS AND ARE COMPUTER SENERA TED.
2) ALL MANHOLES WERE LOCA TED A 7 CENTERLINE or RIM.
J) UTILITIES SHOHN ON THE SURVEY HEREON WERE BASED UPON
GROlIND/V!SUAL OBSERVA TlON ONL ~ THERE AlA Y BE lIT/LITlES ON
THE SITE THAT M'RE NOT VISIBLE THEREFORE, THEY ARE NOT
SHOWN. THE ACTUAL LOCA TlON OF THE UNDERGROUNO UT/LITlES
VAR~
4) lITlllTlES lOCA TES ARE AS PER TICKET NUMBER 8148008.
SITE BENCHMARK
S7:4 lEWlDE CONTHOL POINT NUMBER 2. A MAG NAIL
SET IN CONCRETE SITUA TFO IN THE NORTHEAST CORNER
OF SITE; AS SHOWN HEREON. ELEVA TlON OF MARK IS
486.56 FEET.
BENCHMARK
LAND COIJNTY DESIGNA TlON R7.J2 (LCBM 166), MARKED BY A METAL
ROO (FASTENEO TO A METAL ROO) IJRIVEN INTO THE SROUNO.
BENCHMARK IS LOCAlED THE CORNER MAIN S7HEET AND 4157
STHEET. ELEVA TlON OF MARK IS 483. 79 FEET (NA M) 88)
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. := GUARO POST.
-$- := SITE BENCHMARK.
A. C. := AIR CONOIT/ONER.
AN. -= ANCHOR..
a 1.P. = CONCRETE lIGHT POLE.
c.B. := CA TCH BASIN.
C. C -= CONCRETE CURB.
C. a = CLEAN OUT.
C. v: ;:;: CONCRElF VAUL T.
E.M, = ELECTRIC METER.
F:H. = FIRE HYORANT.
F.L. -= FLOW lINE.
a v: -= aAS VALVE
H.s. -= HANOICAP SIGN.
M.H. := MANHOLE.
P.P. -= POWER POLE.
T.B. =: TOP BACK OF CURB.
lFLE. PED. := 7ElEPHONE PEOESTAL.
r.s.a. -= TRAFfiC SIGNAL BOX.
T.s.P. := TRAFFIC SIGNAL POLE.
S. C = SECURITY CAMERA.
w/lJ. a =: WITH UNDERGROIlNO UTILITIES.
WOO = WOOf) DECK.
waR. = WHEEL CHAIR RAMP.
U!M. = WA TER METER.
WI/. = WA TER VAL VE:
G - =: GAS AS PAINTEO
W - := WA TER AS PAINTEO
T - :::: TELEPHONE AS PAINlEl)
E - :::: ELECTRIC AS PAINTED
aH. -=: OVERHEAf) LINES
TREES
a := BUM TREE
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SHEET TITLE:
BIKE 61-1EL. TE~
FILE: 42nd-61KE
DATE: 1/9/(2)~
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PAIR OF 'STEEL' GATES
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SHEET TITLE:
TRAeI-4 ENCL.OSURE
FILE: GATe-DUMP
DATE: Itta/fZ>ca
\ \ . - \ ~et '
Date~ecelved:~ ~Ol
Planner. Lb ~~~_.-
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A-4
REVISION:
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CB. =' CA TCH BASIN.
a c. = CONCRETE CURB.
c.a = CLEAN OU7:
C. v.- -= CONCRETE VAUL T.
E:A( =:: ELECTRIC METER.
F: H. -= FIRE HYIJRANl
F:L. -= FLOW LINE.
a v.- == CAS VAL VE.
H.s. -= HANDICAP SIaN.
M.H. =' MANHOLE
P.P. =:: POWER POLE.
T.o. -= TOP BACK OF CURB.
lELE. PEa = TELEPHONE PEOESTAL.
T.s.o. = TRAFfiC SIGNAL BOX.
T.s.P. == lRAFfiC SICNAL POLE.
S. C. == SECURITY CAMERA.
W/t.I. (l. = WITH VNf)ERCROVNf) lITlLITlES.
Sf.lJ. = WOOD OECK.
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SHEET TITLE:
UTU...ITIE6
FILE: 42..UTIL.ITISe
DATE: g/4/fZ)8
SHEET
A-5
Date Received: \ \ l ~ \ 0'\ d
Planner: U> ty\~p~
'5Ob-=\-
REVISION:
GENERAL SPECIFICATIONS:
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 CONSTRUCTION
METHODS, TECHNIQUES, SEQUENCING, AND SAFETY REQUIRED TO
COMPLETE 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. STEEL -to- STEEL CONN. - A325
B. STEEL -to- WOOD CONN. - A307
C. WOOD ..to- WOOD CONN. - A307
D. WOOD ..to- MASONRY CONN. - A307
E. AlL BOLT HOLES SHALL BE DRILLED OR PUNCHED 1/8"
LARGER THAN SPECIAED BOLT DIAMETER.
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.
sUBGAADE CONSTAUOION NOTES:
THE EXlSnNG SITE SHALL BE CLEARED AND GRUBBED OF ALL ORGANIC AND/OR
UNCONTROLLED RLL MATERIAL PRIOR TO STRUCTURAL FILL IMPOm: EXCAVA7E AS REQ'D.
BELOW BOTTOM OF FOOnNG TO FIRM, UNDISTURBED, NOtuJRGANIC MATERIAL
ALL FOODNGS CONCRETE SHAll. BE PLACED OVER 6" MINIMUM LAYER OF
APPROVED 314- minus CRUSHED ROCK COMPACTED TO 95% MOD/RED PROCTOR
OVER APPROVED COMPACTED STRUCTURAL RLL
A QUAURED TESnNG REPRESENTAnvE SHALL BE PRESENT DURING STRUCTURAL RLL PLACEMENT
TO PERFORM IN-PLACE DENSITY TESTS AND EVALUATE. PROGRESS.
GRADE PER CML SHEETS
SLOPE AWAY 2%
= c::
(O~
.0 :. .... .': ".::.. :.:". .:. ...:. ':. ~'.
. ::. .......~.... . . 5:t/?!...
.. ....,. .. . ....,. ...:~......... ....:.
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3" CLEAR BOTTOM & SIDES
NOTE TO CONTRACTOR:
REFERENCE ARCHITECTURAL SHEETS FOR
ALL CONSTRUCTION DIMENSIONS
G.C. SHALL COORDINATE STRUCTURAL DETAJUNG,
SEQUENCING AND SHORING INCIDENTAL TO
ERECTION OF THE PRIMARY STRUCTURAL
SYSTEMS DEPICTED IN THE DRAWINGS.
G.C.IS RESPONSIBLE FOR IMPLEMEN11NG
AN ACCEPTED MOISTURE PROTECnON PROGRAM
FOR THE ENTIRE STRUCTURE TYPICALLY USED
IN THE LOCAnON OF CONSTRUC710N.
SPECIAL NOTE:
NO GEOTECHNICAL REPORT WAS MADE AVAlLASLE
FOR THIS PROJECT.
GROUNDWATER ELSVADON IS ASSUMED TO BE BELOW
FOOTING LEVEL
ALL DAAfPPROORNG, WATERPROOFING, DRAJNAGE
COLLEC710N, & DRAINAGE DISCHARGE IS THE
RESPONS/SIUTY OF THE CONTRACTOR! OWNEIt
STAUOUAAl SPECIAL INSPECTIONS:
CONCRETE CONSTRUCTION (1704.4)
MASONRY CONSTRUCTION (1704.5)
SUBGRADE CONSTRUCTION (1704.7)
AlL DRILLED AND EPOXY SET ANCHORS & BARS (1704.13)
STATEMENT OF SPECIAL INSPECTION (1705)
VERTICAL STEMWALL REINFORCING
NOT SHOWN FOR CLARIlY
HORZ SHAlL BE PLACE TO THE
OUTSIDE OF THE ANCHOR BOLT
PROVIDE SID. 900 BEND AT EACH
CORNER & LAP 24- MIN.
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PROVIDE MOISTURE
BARRIER PER CODE
PER PLAN
PROVIDE (2) #4 BARS CONT. (TVP.)
~S2104.1 FOOTING & STEMWALL WI ANCHOR
~ 111 = 1....0..
1/4"x3''x3"x4" LONG ANGLE
WI (3) 1/4"- TEK SCREWS TO RIM, TYP.
SAW CUT TOP OF STEM WALL 11/2" DEEP x 6" W1DE
(4 LOCATIONS, FIELD LOCATE) TO ALLOWTHE PLACEMENT OF THE
UNIT AND HOISTING STRAPS TO BE REMOVED. SOUD GROUT VOID
AFTER PLACEMENT WI NON-8HRINK GROUT.
FOOTING SCHEDULE:
FOOTING TYPE SIZE REINFORCEMENT
[FTG.-A] 2'-6"x 2'-6"x12" #5 BARS @ 12" O.C. E/W
HOLDOWN ANCHOA SCHEDULE:
ANCHOR BOLT TO FOUNDATION
[A-f] 5/S"0 A307 INVERTED M.B. (5" EMBD. INTO FOOTING)
DESIGN CAITEAIA sUM\IlAAY:
ROOF SL:
ROOF DL:
FLOOR DL:
WALL DL:
PARTITION WALL DL:
FLOOR UVE LOAD:
70psf
20 pst
20 psf
10 psf
10 pst,
60 psf
PROVIDE ANCHOR BOLTS ALONG STEMWALLPER PLAN
FOR DRILL AND DOWEl ALL-THREAD INTO EXISTING FOOTING
USE HIL TI HIT --RE 500 CONCRETE ADHESIVE, CONTACT ENGINEER
FOR EMBEDMENT DEPTH REa'MTS.
PREPARATION AND INSTALLATION PER MANUFACTURER REO'MTS.
PROVIDE SPECiAl I NSPECTfON PRIOR TO INSTALLATION.
SEISMIC DESIGN CATEGORY: D
SOIL SITE CLASS D: Ss = 0.9669
S, = 0.4189
SM = 0.717
SD1 = 0.486
BASE SHEAR: 6.9k (Cs : 0.478) (R: 1.5)
26'-0"
WIND = 100 mph, Exp. C
(or 25 pst)
Kilt = 1.25
Kd = 0.85
G = 0.85
GCpI = +0.18
7'-0"
6'..a"
FOUNDATION NOTES:
1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE
TO THE 2006 JBC WI lOCAL AMENDMENTS, ALL LOCAL CODES
AND ORDINANCES AS APPLICABLE.
2. GC SHALl VERIFY ALL DIMENSIONS AND ANCHOR BOLT LAYOUTS
PRIOR TO CONSTRUCTION.
3. ALL STRUCTURAL CONCRETE SHALL BE fc:: 3500 psi @ 28 DAYS,
4" SLUMP. PROVIDE 4% AIR ENTRAINMENT FOR ALL INTERIOR
CLIMATE CONTROLLED CONCRETE AND 6% AIR ENTRAINMENT
FOR ALL CONCRETE EXPOSED TO THE EXTERIOR. DESIGN VALUE
USED: 2500 psi, THEREFOR NO SPECIAL INSPECTION OF
CONCRETE MIX REQID.
4. ALL CONCRETE SHALL BE CURED PER CURRENT ACI318
STANDARDS.
5. ALL REBAR SHALL BE ASTM A615 GRADE 60 U.N.O. LAP ALL BARS
48 DIAMETERS.
6. ALL TIE WIRE SHALL BE Min. #16 ANNEAlED STEEL.
;- ;-
~ ..,-
II II II II II II II II II
II II II II II II II II II
Fj
c-,
..... 1'-4"
II II II II II II II II II I
II II II II II II II II II I
I
;- I
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Co
7. ALL REINFORCING STEEL SHALL BE TIED 100% ALONG ALL
PERIMETER EDGES AND 500k FIELD.
S. ALL ANCHOR BOLTS SHALL BE A307 PER ASTM DESIGNATION
U.N.O..
9. GC SHAlL COORDINATE AlL FOUNDATION PENETRATIONS WITH
PLUMBING, ELECTRICAL AND MECHANICAL REQUIREMENTS.
10.CONCRETE TO BE PLACED ON 6" OF 3/4" MINUS CRUSHED ROCK
COMPACTED TO 95% MODIFIED PROCTOR OVER FIRM,
NON..QRGANIC,NON~EXPANSIVE NATIVE MATERIAL OR APPROVED
STRUCTURAl FILL.
11. NO GEOTECH REPORT WAS MADE AVAJLAB~ ASSUMED
ALLOWABLE SOIL BEARING = 1200 psf G.C. MUSTVERlFY
SOIL BEARING CONDITIONS PRIOR TO FOUNDAnON CONSTRUCTION.
(0)
_I
(W')
,.
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[FTG.-A]
FOUNDATION PLAN
e
@J
e
8" eMU ENTIRE PERIMETER
1/4" = 1'-0"
I
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____________--1
:: c:
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GRADE PER CIVIL SHEETS
SLOPE AWAY 2%
= c:
(0-
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PROVIDE 6" LEG ON ALL
VERTICAL BARS AS SHOWN
(ALTERNATE SIDES)
41/2"
51/2"
. ~. ..:..:..... .~':'.::: ./:. :'. ...... '.:
:. :: . .... . .ANi::H~:ij .e.c?l i P.ER~CAN:~.:
. '.:~. ...: ::< < .:.. > :: '~:.3'-;' :... .:.
........ ...:
518- x12 J.BOLT PER PlAN
EMBED 9- MIN
STEMWALL REINFORCING:
(2) #4. HORIZONTAL (TOPIBOT.)
#4 @48- D.C, VERTICAL
VERlICAL STEMWALL REINFORCING
NOT SHOWN FOR CLARITY
HORZ. SHAlL ae PLACE TO lHE
OUTSIDE OF THE ANCHOR BOLT
PROVIDE SID. 9Do BEND AT EACH
CORNER & LAP 24- MIN.
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9
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,.
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PROVIDE 4"0 PERFORATED DRAIN PIPE ENTIRE
PERIMETER. DISCHARGE TO DAYUGHT. WRAP
WI NON-WOVEN GEOTEXTllE FILTER FABRIC
& DRAIN ROCK
PER PlAN
3" CLEAR BOTTOM & SIDES
PER PlAN
~ ~~;._~OOTING & STEMWALL WI ANCHOR
~ ~~~t~OOTING & STEMWALL
DOME TOP, TYP.
9
N
#3 STD. HOOP BARS SPACED S"
CENTERED ABOUT STEEL BOLlARD TYP.
CONCRETE FILLED 6''0 SCH. 40
STEEL PIPE BOLLARD W'JI SLEEVE
PER ARCHITECT} TYP.
FINNISH FLOOR OR GRADE PER
CIVIL DRAWINGS.
(4) #4 VERT. BARS SPACED is'' EM!
CENTERED ABOUT STEEL BOLLARD
, TYP.
: "" ,,'.
_."'. :-, .... .:.., ........ ""1. ..,..':..>::':: FTG. STEEL TO BE LOCATED
"1 '~?,~~} ~~.:g~?~~::~~~~~'~ ?;: ~ <! .3~t CLEAR BOTTOM & SIDES
.' 24" I2J
TYP. BOLLARD DETAIL
112" = 1'-0"
HOLDOWN TO FRAME
[HD-1] HDU2-SDS2.5
WELDED STUDS
5/8"0 A307
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Date Recelved:~ d
Pmnmr. Lb .~~
. \0 ~~
(541) 488 8200
545 A Street
Ashland I OR
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j IRRIGATION NOTES
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L The desIgn of the proposed irrigatIon e~stem sha II provIde irrIgation
sufficient for the health and survIval of the tree and plant species specified in
the Landscape Flan. Planting deSIgn ueed plante with similar tolerance for
drought once eetabllehecL
2~ frrfg8tion s~stem to be automatic electric solenoid controlled underground
sprinkler e~etem wIth pvc pIpe and fIttIngs, backflow prevention devIce,
automatIc controller (lrrltrol, RainbIrd or approved), electric remote control
valvee wIth pop up epra8 sprinklers (Rainbird or approved).
3. Locate all valvee in underground valve box.
4. Contractor to provide and Install 5chedule 4~ irrigation sleeves under
hardscape to allow access to plant bede for irrigation. Extend sleeves 411
be~ond paving. Cover open ends wIth duct tape and place wooden stakes at
face of walke and curbs where sleeve ends are located.
S. Verrf~ statIc water pressure and inform owner If pressure and flow are
ineufficient for properl~ functIoning irrigatIon e~stem.
~_ Operate irrIgatIon e~etem during non-peak domestic uee hours.
1. Ineta II lrr{9atron heads a minimum of ~1I from buIldings and wa lie. Ineta II heads
wIthin ,3" of paving and curbs.
8. Frovide complete (head to head) coverage of all plant beds with irrIgation
la~out. Zone valvee to be Ralnbird FEf3 series or approved.
s. Size irrigatIon pipe according to pipe size chart.
I~. FrIar to installatIon, Owner to approve location for automatic controller.
FIFE SIZE C~ART
Fev CLA55 2e;e; loF PLASTIC PIPE
GFM 51ZE
1-1~ 3/40
11-1~ 111
1'-2~ 1 1/4"
21-.3& 1 1/2 u
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SHEET TITLE:
L.ANDSCAPE
FI LE:
DATE: 1/9/fDca
SHEET
L = 1
REVISION: