HomeMy WebLinkAboutPlan, Final APPLICANT 3/18/2009
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444G fRANKLIN BOULEVARD
GLENWOOD, OREGON 97440
CONTACT: JULIE DANIEL
PHONE: 74G-3023
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CATCH BASIN
CONCRETE MASONRY UNIT
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OWNER FURNISHED/CONTRACTOR INSTALLED
OVINER FURNISHED/OWNER INSTALLED
OPP051TE
OIL-VIA TER SEPERATOR
SIMILAR
TOP OF CURB
TYPICAL
UNLESS OTHERWISE NOTED
VERIFY
WITIi
THIS liST'S INCOMPLETE, VERIFY ABBREVIATIONS
WITH ARCHITECT
TBG ARCHITECTS & PlA \J \J : ~5/ \lC
132 EAST BROADWAY, SUITE 200
EUGENE, OREGON 9740 I
PHONE (541) G87- f 0 10 fAX (541) G87-0G25
CONTACT: BEN RiPpe
EMAIL: brlppe@tbg-arch.com
co ~5 ,-,' _-=- A~-5
BA_Z--S:R & -IUB3A~D E\lG \J::~5
ELECTRICAL CONSULTANTS
P.O. BOX 10347
EUGENE, OREGON 9740 I
PHONE (541) G8G-8478 fAX (541) 345-5303
CONTACT: DON DAVEY
EMAIL: ddavey@bhenglneers.com
CIVIL CONSULTANTS
P.O. BOX 10347
EUGENE, OREGON 9740 I
PHONE (541) G8G-8478 fAX (541) 345-5303
CONTACT: MONICA ANDERSON
EMAIL: manderson@bhenglneers.com
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LANDSCAPE ARCHITECT
375 WEST 4TH STREET, SUITE 20 I
EUGENE, OREGON 9740 I
PHONE (541) G8G-4540 fAX (541) G8G-4577
CONTACT: CAROL SCHIRMER
. EMAIL: carol@schlrmerassoclates.com
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BUILDING IDENTIFICATION
BUilDING #
DESIGNATION
ARC- T:CTU~_
T I TITLE SH EET
. A I .0 SITE PLAN
A I . I FLOOR PLANS
A I .2 EXTERIOR ELEVATIONS
EXISTING TREE TO REMAIN
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L2 PLANT LIST, NOTES ~ DETAILS
NEW TREE, SEE LANDSCAFE FLANS
CV
C I .0 EXISTING CONDITIONS
C2.0 GRADING PLAN
C3.0 STORM DRAIN PLAN
C4;0 SANITARY SEWER, WATER, FIRE $ GAS PLAN
. C5.0 PAVING PLAN
CG.O CIVIL DETAILS, LEGEND AND GENERAL NOTE5
ADA FARKING STALLS COMFLETE WITH SIGN
DESIGNATION, FAINTED STRlFING, RAMF AND
DETECTABLE WARNING, TYP.
FROFERTY LINE
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E _ :CT ~ CA _
E I SITE PLAN - POWER (EXIST. AND DEMO)
E2 SITE PLAN - POWER (NEW WORK)
E3 SITE PLAN - LIGHTING (NEW WORK)
FIRE HYDRANT, SEE CIVIL DRAWINGS
NEW $/OR EXISTING SITE UTILITY FOLE, SEE ELEC.
NEW $/OR EXISTING SITE LIGHTING, SEE ELEC.
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NEW IMFERVIOUS ASFHALT DRIVEl FARKlNG
NEW FERVIOUS FAVERS
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LANDSCAFE BEDS, SEE LANPSCAFE PLANS
FENCE
CLEAN OUT
CATCH BASIN
UTILITY LINE, SEE CIVIL
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17033444
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T~C
ARCHITECTS &
PLANNERS liNe
1 32 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
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PROJECT #
DRAWN
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DATE
SHEET
200334
BR
JEL
3/16/2008
11 '
@ Copyright 2008 by TBG Architects & Planners lIne
0-.: 13f~
COMPOST DEMONSTRATION
AND VEGETABLE GARDEN
GARDEN PAVILION
"CHAPEL OF SECOND
CHANCES" -
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ABANDON (E)
SEPTIC TANK
DRAIN FIELD
(E) PUMP
HOUSE
~EXISTING 61 CHAIN L1NK'- ~.,
FENCE - ENTIRE NORTH
I EDGe~F ~~ERTY. x , _ x' _-~--~-~-~.,..-f; - x
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I FUTURE EDUCATION BlIbG (E) SEWAGE UPLIFT ~
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OVERFLOW DRAIN
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CHAIN LINK
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1m CATCH BASIN
TL 2400
---- UTILITY LINE, SEE CIVIL (5077.52 SFi
----
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NEW FERVIOUS FA VERB ,
. :., , .:-. NEW IMFERVIOUS A.C. FAVING
.. .. ,
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TL 1 600
(7G 145.51 SF)
\ TL 1 500
\ (44G05. 28 SF)
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New TREE, SEE LANDSCAFE
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68, I 24 SF ( I 00%)
TOTAL PHASE II SITE AREA
TOTAL IMPERVIOUS AREA
BUILDING FOOTPRINT
NEW AC PAVING
SIDEWALK $ PATIO AREA
TOTAL IMPERVIOUS AREA
TOTAL PERVIOUS AREA
PERVIOUS PAVERS
LANDSCAPE $ GRAVEL PATHS
TOTAL IMPERVIOUS AREA
I. IN COMFLlANCE WITH SDC 4.3-1 20, UTILITY WORK WILL BE
COORDINATED WITH S.U.B.
2. IN COMPLIANCE WITH SDC 4.3-125, NEW ON-SITE UTILITIES
WILL BE PLACED UNDERGROUND.
3. A COPY OF SANITARIAN AFFROVAL FOR THE FROFOSED ON-SITE
SEPTIC SYSTEM TO BE FROVIDED FRIOR TO CONSTRUCTION.
4. REFERENCE SHEET C I FOR EXISTING CONDITIONS.
5. REFERENCE LANDSCAPE PLAN, SHEET L I, FOR ALL LANDSCAPE
AND SCEENING REQUIREMENTS.
6. EXACT OUTDOOR LIGHTING SPECIFICATIONS WILL BE PROPOSED AT
THE TIME OF BUILDING PERMIT SUBMITTAL. PROPOSED OUTDOOR
LIGHTING WILL COMPLY WITH CITY CODE PER SDC 4.5-110.
-----
----
EXISTING ADA FARKING STALLS
COMFLETE WITH SIGN DESIGNATION,
FAINTED STRIFING, RAMF AND
DETECTABLE WARNING, TYP.
"'"
13,243 SF (/9%)
12,850 SF (19%)
550 SF (1%)
26,G43 SF (39%)
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/ ASSESSOR'S MAP # 17033444
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13,255 SF (20%)
28,226 SF (41 %)
4 I ,481 SF (6 I %)
Date Received:
MAR 1 8 2009
EXISTING TREE OR BUILDING TO
BE REMOVED / DEMOLISHED
Final Submittal
T13G
ARCHITECTS &
PLANNERS liNe
1 32 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
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200334
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3/16/2009
.....
A1.0
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@ Copyright 2008 by TBG Architects & Planners line
2- of '3 ~es
BOLLARD, TYF~ ~~__,
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Date Received:
MAR 1 8 2009
Final submittal
_.",,--
f7\-~S- :~C_OS~~:&3_)G.4 ~:MO):_
~ 1/8"=11-0"
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TBG
ARCHITECTS &
PLANNERS liNe
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
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200334
BR
JEL
3/16/2008
A1.1
@ Copyright 2008 by TBG Architects & Planners lIne
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Date Received:
MAR t 8 2009
Final Submittal
1
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TBG
ARCHITEL IS &
PLANNERS / INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
. (541) 687-1010
Fax (541) 687-0625 -
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FINAL SITE PLAN
REVI EW
PROJECT #
DRAWN
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DATE
SHEET
200334
BR
JEL
3/16/2008
A1.2
@ Copyright 2008 by TBG Architects & Planners line
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- EX. TREES TO REMAIN
(13) PINK PRINCESS ESCALLONIA
-'- (70) BRAMBLE
(3) SPRING BOUQUET VIBURNUM
-(6) AMERICAN SWEETGUM
(12) CRIMSON SPOT ROCKROSE
(12) JENNY BLOOM CROCOSMIA
(17) HAMELN FOUNTAIN GRASS
(67) lEATHERlEAF SEDGE
(33) ADAGIO MAIDEN GRASS
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(1" GLOSSY ABELlA.
(3 DAVlD'S MAPLE .
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(4) TUSCAN LAVENDER
'(13) PRAIRIE FIRE GRASS
(4) COMPACT WINGED EUONYMUS 0
-4) CHANTICLEER PEAR
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(4) NOOTKA ROSE
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,/
NOTE:
3. GAP BETWEEN PAVERS
& All EXISTING ELEMENTS
(3) 4' x 4' PO, URED IN PLACE".. CONCRcI e PAVER ,
(9) 4' x 4' POURED IN PlACE CONCRETE PAVER ~<(:: 1
(10) MOUNT VERNON ENGLISH LAUREl ~\.. ~
(7)WHITEROCKROSE ... ,,"'Y
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INFilTRATION BASIN BOlTOM
LEGEND
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PROPOSED TREES, SHRUBS,
GRASSES, AND PERENNIALS
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(6) Ek) I eRN REDBUD
(8) GLOSSY ABELlA
(10) JAPANESE SPIRAEA
- (4) CHANTIClEER PEAR
(6) PINK PRINCESS ESCALlONIA
(83) SALAL
EXISTING TREi: TO REMAIN
(13) KlNNICKJNNICK
(2) BLACK HAWTHORN
.. ~ . SEED MIX ONE
, , L(9) REDlWIG DOGWOOD
BLACKlWINBERRY
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SEED MIX THREE
DRAIN FlB.D AREA
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PROPOSED PLANTING AREAS FOR FUTURE DEMONe I t<ATION GARDEN
I I I
PROPOSED CAST IN PLACE COHCRc. c PAVERS (4' X 4')
If 11
PROPOSED BENCH BY OWNER
x
EXISTING FENCE TO REMAIN
Date Received:
MAR \ 8 2009
Final Submittal
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PLANT LIST
Qty.. laotanical Name
CO";,,.~....,n N,a~
Size
TRESS
3 hJer davidii
3. Acer macrophyllum
4 Acer rubi:um 'Red Sunset'
4 AmelanchierafnitoUa:
6 Cereis canadensis
4 C~egus dougl.asii
Elliqukfambar styra.cifltJa
9 pyrus calleryana 'Chanticleer'
DClvid's Maple,
,Big leafMapJe
Red SoosetMaple
Serviceberry
Eastern, RecI>ud
BlackHa.wthom
American Sweet Gum
Chanticleer Pear
2" cal.
1.5" caL
2" cat
6'
2"'cal.
1.5" cat
2" cal~
2"cal.
SHRUBS
22 Abelia grandifJora
9 Ceanothus concha
14 ChPiSYCl ternaf$
7 Cislu$ flybridu$
12 Cistus ladan1fer
6 Cistus purpureus
23 Comus sericea
29 Escallonia ,x exoniensis 'PtrlkPrincess'
8 Euonymus atata 'Compacta'
83 Ga,ultheria shatro.n,
8 ~ tAutumn Gk>>Y
27 lonicera involucrata
12 Mahv~JO aquifolium
5' PhiJadefpffis, lewe$ii
14 ,Rosa nutkana
7'$kknmia~pOntea
10 S~a thunb$rgU
6Vil;)umu01 t:arleSii,
3 Viburnum tinus'Spring Bouquet'
Glossy Abf;llia
Concha,CeeJ'lothus
Mexican Orange
Whit$ f1QCkrqse
Crimson SflotRoct<ros~
Orchid Roc"-\J.;:)e
Redtwig Dogwood
PinkPiincess ,EsCallonla
CompactW(lg~ Euonymu$
Salal
~n GIq,ry,~be
Bladt Twinbeny
Oregon Grape,
M)ck Orange
NoQtka RO$,e
J,~nese Skimmla
Japtitle$& ~piraea
K~ Spice VibUrnum
Spring Bouquet Viburnum
5 gaI.~
5.gaf.
5 gal.
5 gal.
5 9~1.
5 ga'~
3 gal.
5 gal.
5ga1.
3 gal.
3gst.
3 gat.
3 gal.
3 gat.
3 gal.
5 gal.
5 gal.
5 gaI~
5 gal.
GRASSES
!J,1 Garex, bUChanari.il
49 Carex den$a
49Carex t_nee. 'Prairie fire'
43 M$canthussineJlsi$ 'A$giol
'17 Penniselum alopecuroides tHameln'
15 Pennisetum alf.1p'cvurOides 'UtIle Buriny'
L~therleaf Sedge
Dense Sedge
Prairie Fire Gra$s
Pdagto Maiden Gras.s
Hameln Fountain Grass
UttIe Bunny Fountain Grass
1 gat.
1 gaf.
1 gat.
1 g~t
1 gat
1 gal.
PERENNIALS
22 Croc;psmia '~ny Bfot1rri'
6 Echinacea purpurea
14 Hem~1 ~lIis 'Stella d'Oro'
20 Iris sibfrica 'Bennerup Blue'
18 Lavandula angustifoJia 'Tuscan'
6Perovslda atrlplicifofiax abrotanoides 'Little Spire'
10 Rudbeckia fu1gid~.'GoId$turm'
Jenny Boom Crocosmia
P~rpfe Coneflower
,Stella dOro Daylily
Bennerup Blue Siberian Iris
Tuscan lavender
Dwarf. Russian Sage
GoIdsturni Black-Eyed Susan
1 gal.
1 gal.
1 gal.
1 gal.
1 gal.
1, gal.
1 gal.
GROUND COVER
160 Arctostaphylos uva-ursi
420 Rubus pentalobus
10 Prunus laurocerasus 'Mount Vernon'
Kinnikinnick.
Bramble
M>unt Vernon English laurel
1 gal.
4"
1 gal.;
SEED MIX LIST
NOTES
Comments
1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY
TO ACCOMMODATE THE IRRIGATION SY~ Il:.M AS INSTALLED.
2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF
WORK PRIOR TO THE EXECUTION OF THE WORK.
3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIORTO
EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES,
PIPES OR RELATED FACILlTIESAT CONTRACTOR'S EXPENSE AND INA
MANNER APPROVED BY THE GENERAL CONTRACTOR.
Matched, evenly branched
Matched, evenly branched
Matched, evenly branched
3 stf3m minimum
Matched, evenlY branched
Matched, e\lenly br~ched
IMatched, evenly branched
IMatched, evenly branched
I
I
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4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING ,TREES TO
REMAIN FROM ABRASION AND COMPACTION. , DO NOTCUT LIMBS OR
ROOTS LARGER THAN 3" IN DIAMt: I t:.R WITHOUT PRIOR APPROVAL OF
LANOSCAPE ARCHITECT.
5. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE
ACCEt" I t:D. SEE TREE PlANTING DETAIL.
IRRIGATION NOTES
IRRIGATION SYSTEM TO BE INSTALLED IN ALL LAWN AND PlANT BED AREAS.
IRRIGATION SY>:) I t:M TO BE AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SPRINKlER S'~ Il:.M
WITH PVC PIPE AND FITTINGS, BACKFLOW PRevr:NTION.DEVlCE. AUTOMATICCQNTROLLER (IRRlTROL;
RAINBIRD OR APPROVED), ELECTRIC REMOTE CONTROL VALVES (RAlNBIRD PEB-PRSSERIES ORAPPROVED)t
WITH POP-UP SPRAY SPRINKLERS (RAINBIRD 1800 PRSSERIES OR APPROVED). ALL VALVES TO BE
LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCATED
IN WEATHER PROOF LOCATION.
6 fem~le, 1 male.
~~cf& ~ ~~
~
541.;746--7178- Source
TREE STAKES
D.F.2"x2"x6' ,
TREE TIES
Grow Straight or approved
)
1
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UNDISTURBED
OR COMPACTED SUBGRADE
, ,
2x diameter
of FOOtball
'1
Seed Mix Two:
10% Protim~ 908 Native WiJdflQ.wer Mix(1Ib. per 400() SF or 104 per 250 SF) SQurce: Hobbs & Hopkins Ltd. 1-600-345-3295
30% California Brome (1 lb. per 1000 SF) Source: Hobbs & Hopkins Ltd,. 1--800-345-3295
Seed tvtx Three:
Protir:n$ Clean Water Dry Area See.d Mix (1 lb. per 1000 SF)
NOTE:
REMOVE TREE TIES AT ONE YEAR WARRANTEE.
Source: Hobbs. & Hopkins Ltd. 1-800-345-3295
MULCH
IMPOlTANT:
Root Qown to be a minimum
of 4" move finish grade.
:~
. BAO<FILL
FiIIl:'$lfway and water thoroughly
berqEJ backfilling.
TREE P'EDESTAL
Pre~re subsoil to prevent settling
o
DECIDUOUS TREE PLANTING DETAIL
N.T.S.
,
.
Date Received:
MAR \ 8 2009
Final submittal.
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SURVEYORS
Date Re" ceslved: 100 WEST 13TH AVENUE
ElW g.W6~!8~~10l
F: 541.345.5303
MAR 1 8 2UWJ603C1,O.dwg 200603
VICINITY MAP (NO SCALE)
SITE PLAN
REVIEW
SUBMITT AL
SHEET NOTES.
1. THERE ARE NO WA TERCOUf.SES OR RIPARIAN SETBACK
AREAS ON THE PROJECT SITE.
ITE IS LOCATED IN ZONE X: AREAS OF 500- YEAR
~; oor;;E A~EAS OF 100-YEAR ROOD WITH AVERAGE DEPTHS OF
LEss THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1
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100- YEAR FLOOD. , F
3 THE PROJECT SITE IS LOCATED OUTSIDE ANY TIME 0
TRAVEL ZONE ON THE SPRINGFIELD WELLHEAD PROTECTICiN
~RE~~E M~6iL SURVEY OF. LANB COUNTY AREA SHOWS THE
. ~OILS ON THE PROJECT SITE:
FOLLO~NgA~AS_URBAN LAND COMPLEX IN APPROXIMATELY
12% OF THE PROJECT SIrE. HYDROLOGIC GROUP A AND
A DEPTH TO GROUND WATER GREATER THAN 6.5-FEET,
B CHEHALlS-URBAN LAND COMPLEX IN APPROXIMA TEL Y
87% OF THE PROJECT SirE. HYDROLOGIC GROUP. BAND
A DEPTH TO GROUND WATER GREATER THAN 6.5-FEET.
C NEWBERG-URBAN LAND COMPLEX IN APPROXIMA TEL Y
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132 East Broadway
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03/16/09
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MECHANICAL
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SURVEYORS
100 WEST 13TH AVENUE
EUGENE. OR 97401
p, 541-686-8478
F; 541-345-5:303
200603C2.0.dwg
Final Submittal .
200603
THU
ARCHITECTS &
PLANNERS / INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
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1 8 2n()<l '~~il\'r.i'l,~~;'UE
20n F: 541.345.5303
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Date Received:
200603
Final Submittal
T~G
ARCHITECTS &
PLANNERS / INC
132 East Broadway
Eu Suite 200
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(541) 687-1010
Fax (541) 687-0625
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1. S. TEST LOCATION, EX HYDRANT ADJACENT TO PROPERTY
C. STATIC/RESIDUAL PRESSURE:. 75.2/72.4
D. CALCULA TED FLOW AT 20 pSI: 3,500 gpm
INSTALL SANITARY
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FL = 438.0:f:
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3. IRRIGATION SHAS' ULLMEBDE TZOONOEpDE:~~ ~~~~bM~~N~~~~~D D~ES~~ [JSE.
4. IRRIGATION AS
FIRE SYSTEM , , . 9 438 SQFT (BLDG 8) AND 4,860 SQFT (BLDG 4)
5. ~~~~~~~ ~6'~~~~~C~~~~' TYPE: II-B (BLDG 8) AND V-B (BLDG 4)
~: BUILDING TO BE NON-SPRIN~ER~D600 m
8. MINIMUM REQUIRED FIRE F~O: " gp
NUMBER OF HYDRANTS: 2007 OREGON FIRE CODE)
(PER TABLE B1 05.1, AND APPENDICES BAND C,
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MECHANICAL
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Date Received: SURviyORS
. - 100 WEST 13TH AVENUE
EUp?m~6~t8~~tOl
MAR 1 8 2009 f: 541-345'5303
200603C4,O.dwg 200603
Final Submittal _
TBG
ARCHITEL IS &
PLANNERS / INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
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0:)1
~
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o
M
3
o
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N
o
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Q
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EXISTING ASPHALT PAVEMENT
'~
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,
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PLAN SCALE.
10 20
I
40
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(
.-. . -
-
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.. . . -
...--
- ---
PAVEMENT LEGEND
'"
vms P.A VEUENT SECl10N
ERMEABLE P A
~ERMEABLE PAVER~ OpVi~ GRADED CRUSHED ROCK
12" MIN DEPTH 1)2 0
BASE OVER
GEOTEXTILE. OVER
APPROVED SUBGRADE
AI 'f P~T SEC110N
CU. AR ASPH.r,:y., ,
I:IfAVY 'lD:iI W', PAVEMENT OVER
". LIFT ')2" DENSE AC EMENT OVER
~" lIFT'1f DENSE.: AC ~~~HED ROCK BASE OVER
12" MIN DEPTH 1)2-0
GEOTEXTILE OVER
APPROVED SUBGRADE
. P A VEMfNT SECl1Qti
n II A R CONCRtJ.t.,
I:IfAVY VfHI......" PAVEMENT OVER
5" LIFT 4000 Pi'" PCCCRUSHED ROCK BASE OVER
6" MIN DEPTH %-0
GEOTEXTILE OVER
APPROVED SUBGRADE
W'
11111[~1 :
. SITE PLAN
REVIEW
SUBMITTAL
THIS DRAWING
NOT FOR
CONSTRUCTION
'8" DEC.
122.28
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BALZHISER
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ENGINEERS
MECHANICAL
mC;RICAL
.
CIVil
.
· ad e SURVEYORS
Date Recelv '100 W\S~:3b':. ~n.\lU'
E~~~41-686-8478
F: 541'345-5303
MAR 1 8 fg~03C5_0.dW9
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200603
Final Submittal
TBG
ARCHITECTS &
PLANNERS lINe
1 32 East Broadway
Suite 200
Oregon 97401
Eugene,
(541) 687-1010
Fax (541) 687-0625
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PROJECT #
DRAWN
CHECKED
DATE
200334
JAH
MBA
03/16/09
SHEET
C5.0
, & Planners line
b TBG Architects
@ Copyright 2008 Y A ,...
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/) -
SURVEY LEGEND
. PROPERTY LINE
=====::;:;::::=====:::::;.;;=;;;=== CURBLlNE
_ WA TER LINE
o 'J-ID ELECTRiC Llt-iE
l%l PROPERTY GORNER
e AREA DRAIN OR CA Tel-! BASIN
0Zl vV'A TER METER
& GAS VAL VE
I><l WA TER VAL VE
UTILITY' POLE
,ARM LIGHT POLE
c.:-/- GUl WIRE
CONCRE7E
-WA TER-
ELEe
CONIFEROUS TREE
DECIDUOUS Tl~EE
DEC.=UNKNOWN
EDGE OF P A VEMEN T
SPOT ELEI/A nON
]3E1VC'IikL.4RI( DAl1Ul1:(
THE ELEVA TlONS ,1-JEREON WERE BASED ON SPRINGFIELD CITY'
BENCHMARK, A BRASS CAR STAMPED nU-226'} IN THE SIDEWALK
A T THE NORTHE,4ST CORNER OF ,TI-IE WES7BOUND HWr 126
BRIDGE OvER THE WILLAMETTE RIVER.
ELEV.= 455.35 (NGVD 29)
BOrJ1VD~4Rlr DATA.
Tl-lE PROPERTY' BOUNDARY INfORMA TlON SHOWN f./EREON IS
BASED UPON MULTIPLE. SURVEYS OF RECORD AND DOES NOT
CONSTITUTE A BOUNDARY SUR VEY.
FLOODPL4INDjiJ~4.
BASED UPON NA nONAL FLOOD INSURANCE PROGRA~~ 1100D INSURANCE
RA TF MAP No. 41039C PANEL 1/42 F. DA TED JUNE 2, 1999
THE-LANDS INCLUDED IN THIS SURvEY ARE WITHIN ZONE X,
AF?EAS DETERMINED TO BE OUTSIDE 500- YEAR FLOODPLAiN,
THE LANDS INCLUDED IN THIS SURVEY ARE WITHIN FLOOD AREA
ZONE X, AREAS OF 500- YEAR FLOOD; AREAS OF iOO- YEAR FLOOD
WITH A \/ERAGE DEPTHS OF LESS TfiAN 1 FOOT OR WITH DRAINAGE
AREAS LESS. THAN I SQUARE MILE; AND AREAS PROTECTED BY
LEVEES F:ROM 100- YEAR FLOOD.
U'1JLIT1T lVOTE
UTlL.l71ES SHOWN HEREON ARE BASTD ON \!15VAL OBSEF?VA nONS,
COIY11l0L,_ DATA
POINT _ NORTHING fASTING [LEVA TlON DESCRIPTION
PT. #1 5000.00 5000.00 439.31 HUB & TACK
PT. #2 494722 4762.05 441.48 PK NAIL.
PT. /1.3 4909..32 4515.74 44/.09 P!( NAIL
~
~--
CD
u...
o
0..
o
I-
5'
2' SWALE BonOM WIDTH
(ZERO LATERAL SLOPE)
5'
~-c
...... ......
EROSION CONTROL BLANKET
PLACED OVER SEED MIX.
WATER SURFACE
i/:>/.>. ~ 12" MINIMUM
:~:':;i;:},.m.; t.i.~~~q~J:'/':i.... 1r ~ t~ ~~. A 1 ~ ^ '. t,. A '- i~ TOPSOIL .. .
'.. ':::::'<~./,:...:,X~,>)~.\r~~(/l~>~<=:,:>~::~:'.::':.:::>,~ ~V \w ~.r ~ ~Jt '\\V Wt I . . . ,'...'.'. ...., '.. ',.., '...... ',",
"';"<;::;:E1:;:tffi'i'f{}f,:'~i.:ji:(;:i:f~:J~:~;:~;~!f;!:~(XI:1iil}~{g~l;J;::c;.:t.,.Q>~r
~)2fr;~~~~~~~~~~~
~%%%%%%%%%%~~ ~';N ~~: get; E~NET~NT
'lV)Y/?'0~~~~~j;>>,~y/~>
,,<, ",,<, <'<.,,~,,~~~ UNDISTURBED
EARTH
EXTEND CLAY LINING TO
TOP OF BANK
(A)
'-.-/
V=.G=.-A-=.) C_AY-- \=.) SWA-_=. S=.C
NO SCALE
CIVIL SYMBOLS AND ABBREVIATIONS LIST
SYMBOL ABBR. DESCRIPTION ABBR. DESCRIPTION
-12"SO SO STORM DRAIN WI SIZE BLOG BUILDING
--,- ---~_._._-_.. 8"SS SS SANITARY SEWER wi SIZE CIG CURB AND GU" t.R
6"W W DOMES11C WA It.K LINE ELEV ELEV A 11 ON
----- -',-- -- 6" F .:.,- F FIRE SPRINKLER SUPPL Y LINE EX EXIS11NG
2"G G NA ruRAL GAS LINE ttt. FINISHED FLOOR ELEV A 11 ON
~ DIREC110N OF PIPE FLOW . FL FLOWLINE
C/G CURB / CURB/GU IIt.R FS FINISHED SURFACE ELEV A 110N
- - (LANDSCAPED AREAS) .
-- 50-,- - 50- - ,- 50- PAVEMENT REMOVAL SA WCUT LINE
LF LINEAR FEET
-~R----R~--R--~R-- R GRADING RIDGE LINE
PUE PUBLIC UllLlTY EASEMENT
---v---v---v---v-- V GRADING V ALLEY LINE
PVMT PAVEMENT
@ MH MANHOLE STRUClURE
SW SIDEWALK
II CB SINGLE CHAMBER CATCH BASIN
TC TOP OF CURB
EW!I CB DOUBLE CHAMBER CATCH BASIN
TP TOP OF P A YEMENT
co CO CLEAN OUT
0
TYP TYPICAL
M GV GATE VALVE
N CV CHECK VALVE & BOX
IBFPI BFP BACKFLOW PREVENTER & VAULT
... FH FIRE HYDRANT
O() FOC FIRE DEPARTMENT CONNEC11ON
(SINGLE/DOUBLE)
~ CONSTRUC110N NOTE
& SEC110N REFERENCE
@ DETAIL REFERENCE
GENERAL NOTES:
1. EXISTING TOPOGRAPHIC INFORMATION: FROM SURVEY PREPARED BY BALZHISER & HUBBARD ENGINEERS - SURVEYORS,
TITLED "BRING RECYCLING TOPOGRAPHIC SURVEY". DATED, 12/03/03.
2. BASIS OF BEARING: EAST LINE OF THE PLAT OF BROOKLYN N 00'22'30" E( CSF 22927).
3. BASIS OF ELEVATION:. THE ELEVATIONS HEREON WERE BASED ON SPRINGFIELD CITY BENCHMARK, A BRASS CAP STAMPED
"U- 226" IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE WESTBOUND HWY 126 BRIDGE OVER THE WILLAMETTE RIVER.
ELEVA TION= 455.35 FEET (NGVD '29)
4. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS PRIOR TO CONSTRUCTION.
ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPLACED BY A REGISTERED LAND
SURVEYOR AT THE CONTRACTOR'S EXPENSE. THE MONUMENTS SHALL BE REPLACED. WITHIN A MAXIMUM OF 90 DAYS, AND
THE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS209.150.
5. LOCATIONS OF EXISTING UTILITIES ARE ASSUMED FROM INFORMATION AVAILABLE AND ARE NOT GUARANTEED TO BE
COMPLt I t AND ACCURATE. THE CONTRACTOR IS RESPONSIBLE FOR vERIFYING THE LOCATION OF EXISTING UTILITIES.
6. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY PRIOR TO EXCAVATING, BORING, OR POTHOLlNG. ATTENTION:
OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE
RULES ARE SET FORTH IN O.A.R. 952-001-0010 - 952-001-0090. THE CONTRACTOR MA Y OBTAIN COPIES OF THE RULES BY
CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBERS FOR THE OREGON UTilITY NOTIFICATION CENTER ARE:
503-232-1987 OR 1-"800-332-2344)
7. PRIOR TO CONSTRUCTION, POTHOLE AND VERIFY LOCATION AND ELEVATION OF EXISTING STORM, SANITARY, AND WATER
UTILITIES AT CONNECTION POINT(S) SHOWN ON PLANS. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND
FIELD CONDITIONS. POTHOLE AND VERIFY LOCATION AND ELEVATION OF ANY EXISTING ON-SITE UTILITIES PRIOR TO
CONSTRUCTION.
8. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS AND COMPLY WITH REQUIREMENTS AND SPECIFICATIONS OF
ANY RESPECTIVE UTILITY COMPANY FOR UTILITIES TO BE CUT, MOVED, RELOCATED, OR RE-CONNECTED TO AN EXISTING
FACILITY.
9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ANY SERVING UTILITY COMPANY INSTALLING UTILITIES ON SITE,
CONSTRUCTION OF OTHER UTILITIES MAY OCCUR AT SAME TIME ON SITE.
10. QUANTlTES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING LENGTHS. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO
PROVIDE QUANTITIES NEEDED FOR LAYOUT OF SYSTEM.
11. CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AS REQUIRED TO COMPLETE PIPE CONNECTIONS AND TRANSITIONS
PER PLAN, AND TO CONFORM TO TRENCHING REQUIREMENTS AND SITE GRADES.
12. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES. ACTUAL QUANTITIES MAY VARY.
CONTRACTOR TO PROVIDE QUANTITES NEEDED FOR LAYOUT SHOWN.
13. MANHOLE AND CLEANOUT RIM ELEVATIONS ARE APPROXIMATE. FINAL ELEVATIONS MAY VARY AND SHALL MATCH
FINISHED ELEVATIONS OF ADJACENT SURFACES.
15. COORDINATE FINAL ROOF DRAIN/DOWNSPOUT LOCATIONS ,AND ELEVATIONS WITH ARCHITECTURAL/MECHANICAL DRAWINGS.
COORDINATE FOOTING DRAIN LOCATIONS AND ELEVATIONS WITH ARCHITECTURAL/STRUCTURAL DRAWINGS AND DETAILS.
16. TRACER WIRE SHALL ENTER ALL MANHOLE, CATCH BASIN, CLEAN OUT, AND VALVE BOX STRUCTURES. EXTEND TRACER
WIRE INTO STRUCTURE FAR ENOUGH TO PROVIDE ADEQUATE FREE WIRE TO EXTEND END OF WIRE 24". ABOVE/OUTSIDE OF
STRUCTURE TO FACILITATE TESTING; COIL AND SECURE TRACER WIRE WITHIN EASY REACH OF STRUCTURE OPENING. VERIFY
WIRE IS CLEAR OF ALL FILL MATERIAL IN CLEANOUT AND VALVE BOX STRUCTURES.
17. ALL SANITARY SEWER LATERAL CONNECTIONS TO BE CONSTRUCTED USING WYE FITTINGS OR MANHOLES.
18. PROVIDE THRUST BLOCKING ON DOMESTIC WATER AND lOR FIRE SERVICE LINES AS DIRECTED ON PLANS AND IN
SPECIFICA TIONS.
19. ALL DOMESTIC WATER AND/OR FIRE SERVICE BOLTED JOINT ASSEMBLIES SHALL BE THOROUGHLY COATED FOR CORROSION
PROTECTION.
20. REFER TO SHEET C2.0, SITE GRADING PLAN, FOR SITE GRADING.
21. CONTRACTOR SHALL INCLUDE DEMOLITION OF EXISTING PRIVATE STORM DRAIN, SANITARY SEWER, AND WATER UTILITIES.
REMOVE EXISTING STRUCTURES WHERE ENCOUNTERED. CUT AND CAP EXPOSED ENDS OF EXISTING PIPES ENCOUNTERED.
(ABANDON EXISTING PIPE IN PLACE IN ALL AREAS EXCEPT UNDER NEW BUILDINGS. REMOVE EXISTING PIPES BENEATH NEW
BUILDINGS. )
FLEX- TRANSITION
MANUFACTURED
FITTING
SOLID STEEL
PLATE LID
OIL AND GREASE
FILTRATION SYSTEM
WITH FILTER INSERT
MAXIMUM
.~@~~
~
FITTING
~~~.
~~
45" PVC BEND ~ ~
FLEX- TRANSITION
MANUFACTURED
~, ,~ '(;;::;I::::;I'----.. STRUCTURE GRATE
<t <l . '-.....JI'----.. '.' REFER TO NO, TE 3
, '" '-.....JI'----.. RIM SET TO
4,' , 1 ~L;:}I'----.. ~,' FINISHED, GRADE
~ "; MAXIMUM '-.....JI'----..
~.'4'.:l ' 3 '-.....JI::::; SWALE BOTTOM
~"
","~
' '
<t,
STRUCTURE GRATE
REFER TO NOTE 3 RIM SET TO
/ FINISHED GRADE
II/~//m
~:~,~.
: ,o~(
...r I II
:~
~
,
IL~I '11
,
..,
."
FINISHED GRADE Y
;;Y///////////////~V/- HINGED ~CCESS
~~ 4- COVER
45' BEND :, ,OUTLET PIPE
_ -:~ ~REFER TO
PE X PE EXTENSION ~ - - - - ~.~ NOTE No.4
LENGHT AS REQ'D v III~ ~ ~
III ~
, ' . HINGED
'.'., A. K' . ACCESS
-' .' COVER
-'I
II w~
II ~
....... - -L--' ~~--.
45" BEND
. A. '<1,
GREASE TRAP
PE X PE
EXTENSION
LENGTH AS REQ'D
~
III
III
t
, '
. '
. '
;
A
1
41,_ .
'<l .
......
~
;.)j
; .:-v,
4" : ~,
MIN ; -----~~
; ~~
: >>'>>
- <<"<
; ~y
; ~
.~~ 'l .... .... "'." .; ~~
MIN t 1. ~~~
~,' / ~1/ ~:?0~~~~, ::'<,)><<~,~
. "JY~~~~~ ~~
.. . <,,<<,<<(<<(~ <'<4< MIN
......PVC PiPE.......... DUCTILE IRON, SCHEDULE ..... (2) 24" SQUARE
40, OR C900 PVC PIPE CHAMBERS WITH SUMP COMP ACTED
AND FITTINGS %" -0 CRUSHED
NOTES, ROCK
1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE
TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON-CORROSIVE FASTENER 2" UNDER FRAME.
2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN OR FACE OF CURB AT CENTER OF
GRA TED SECTION.
3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BI,CYCLE BARS EXCEPT STRUCTURES INDICATED ON
PLANS REQUIRING ADA-APPROVED GRATE.
4. OUTLET LOCATION SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTATION AS SHOWN ON PLANS.
NOTES
1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVID~ ENOUGH
FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND
SECURE WITH NON-CORROSIVE FASTENER 2" UNDER FRAME.
2. LOCA TlON SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN OR
FACE OF CURB AT CENTER OF GRATED SECTION.
3. 28" X 30" HEAVY DUTY FLAT BAR GRATE.
45' PVC
BEND
. "
"':""'l!I
<l
4
PROJECTED
FLOWLINE AS
INDICATED ON
PLAN
~-~~
~~ FLEX-lRANSITION
MANUFACTURED FITTING
~.
'r" .... .... ur'
., PROJECTED
,."' FLOWLINE AS
~~~:NSITION ~~: ~~~~Am O~~
~~~~ACTURED ~'.'..' ....~~.
" //<<<~,,"0'~~~~,\< ~<e"y /'
/~ />;;Y>.'V>;'/W'>.Y)>./' >' ,I'
PVC PIPE DUCTILE IRON, SCHEDULE
....... a::- . c 40, OR' C900 PVC PIPE .....
AND FITTINGS
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NO SCALE
NO SCALE
SITE PLAN
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SUBMITT AL
THIS DRAWING
NOT FOR
CONSTRUCTION
-
BALZHISER
&~_UBBARD
ENGINEERS
MECHANICAL
.
ELECTRICAL
.
CIVIL
.
. SURVEYORS
Date Received: 100 WEST 13TH AVENUE
EUGENE. OR 97401
P: 541.68&8478
f: 541.345- 5303
MAR 1 8 ~3C6.0.dwg 200603
Final Submittal _
TBG
ARCHITECTS &
PLANNERS / INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
200603C6.0.dwg
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DATE
200334
JAH
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03/16/09
SHEET
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@ Copyright 2008 by TBG Architects & Planners line
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ELECTRICAL SYMBOLS LIST
SYMBOL
ABBR.
DESCRIPllON
(R)P
<D NOTE REFERENCE:
(E) , INDICATES EXISTING DEVICE, POLE OR WIRING TO REMAIN,
(R) INDICATES EXISTING DEVICE~ POLE OR WIRING TO BE REMOVED.
(RL) INDICA TES EXISTING DEVICE TO BE RELOCATED.
(NL) INDICATES EXISTING DEVICE A T NEW LOCATION.
(N) INDICA TES NEW DEVICE, POLE OR WIRING.
SUB
C.A.R.
SPRINGFIELD UllLlTY BOARD
CONNECT AS REQUIRED.
TELEPHONE UTILITY (QWEST)., WIRING OVERHEAD OR UNDERGROUND AS NOTED.
POWER WIRING UTILITY (SUB) OVERHEAD OR UNDERGROUND AS NOTED.
TELEVISION UllLlTY (COMCAST) WIRING OVERHEAD OR UNDERGROUND AS
NOTED.
UNDERGROUND SECONDARY POWER SERVICE BY OWNERS CONTRACTOR
UNDERGROUND RACEWAY WITH WIRE AS NOTED.
~,T~
~p~
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3ALZ'HISER
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ENGINEERS
TELEPHONE WIRING FOR OWNER USE AS NOTED.
SUB METER AND SERVICE MAST.
PULL VAULT.
UTILITY POLE WITH "SUB" AREA LIGHT AND TRANSFORMER WHERE SO
SHOWN.
Date Received:
MAR 1 8 2009
MECtlANIC^L
e,
EtECTRIC^l
.
CIVil
e
SURVEYORS
100 WEST 13TH AVENUE
ElWm~6R~~~tOl
F: 541-345-5303
Final Submittal.
200603el ph2,dwg
THG
ARCHitECTS &
PLANNERS liNe
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
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DDD
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12/1 8/08
SH EET
1::1
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(E) PANEL NO. 4:
. NOTES;
<D RE -FEED EXISTING BUILDING SERVICE UNDERGROUND FROM EXISTING
400 AMP PANEL IN BUILDING No;3. REUSE SPARE 100 AMP 2 POLE
BREAKER. PROVIDE 3 #1, 1 #6 GND CONDUCTORS FOR NEW' FEEDER t
REMOVE NEUTRAL BONDING JUMPER AT BUILDING #5 PANEL' .
COORDINATE SERVICE CHANGE wtTH UllUTY. . .
(D UTILITY TO REFEED EXISllNG RESIDENCE FROM NEW WESTSIDE
LOCA llON. .
<D P.ROVIDE 100 AMP, 2 POLE BREAKER AT BUILDING No.3 PANEL FOR
FUTURE BUILDING No.10. TERMINATE CONDUCTORS WITH METHODS
APPROVED FOR UNDERGROUND USE.
ELECTRICAL lOAD SUMMARY
EXlSTlNG LOAD DEMAND SLOG. 3
PER UTlLlTY
PLUS 25%
22,0
5.5
27,5
KVA
KVA
KVA
-1
EXlSllNG LOAD DEMAND SLOG, 5
PER UTILITY
KVA
5,5 KVA
KVA
KVA
KVA
KVA
l:=:J
TOTAL CONNECTED LOAD
33.00 KVA
SYSTEM ANTICIPATED AMPERES
@ SERVICE VOLTAGE 208Y/120 3-PH
SYSTEM CAPACITY
91,67 AMPS
360
~~
/'
~LE~":20'::> ~A \j - :Jaw::.~ (\J::w wa ~ <) ~
-
BALZHISER
& HUB.BARD
,:NGINEERS
Date Received:
MAR 1 8 2009
MECIlANICAL
.
ELF.CTRlCAL
.
CIVIL
.
SURVEYORS .
100 WEST l3TH AVENUE
ElW ni~/'a~~~!OI
f: 541-345-5303
Final Sl)bmittal
200603e2 ph2.dwg
'I BG
ARCHITECTS &
PLANNERS liNe
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625' .
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PHASE - 2
SITE REVIEW -
PROJECT #
DRAWN
CHECKED
DATE
200334
ODD
KMW
12/18/08
SH EET
t-2
@ Copyright 2008 by THG Architects & Planners line
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,
\JG ( \J=W WO =l <) ~
LUMINAIRE SCHEDULE
,lYPE.
-
'3ALZHISER
& ~~UBBARD
ENGINEERS
DESCRIPllON
MANUFAClURER
LAMP / BALLAST
VOLT
MOUNllNG
FINISH
S1
FLUORESCENT TWO LAMP EXTERIOR FULL CUT-OFF AREA LIGHT. NOMINAL 14 in.
X 9 in. X 11 in. DEEP DIE CAST ALUMINUM TRAPEZOID HOUSING WI1l-1 SPECULAR
ALUMINUM FORWARD lHROW REFLECTOR, TEMPERED GLASS LENS AND CAST
ALUMINUM BACKPLATE. U,L. WET LOCA 1l0N LABEL.
SURFACE EXTERIOR WALL OR
STRUCTURE MOUNTED, HEIGHTS
ABOVE FINISH GRADE AS
INDICATED ON L1GHllNG
DRAWINGS.
SURFACE EXTERIOR WALL OR
STRUCTURE MOUNTED, HEIGHTS
ABOVE FINISH GRADE AS
INDICATED ON L1GHllNG
DRAWINGS.
POWDER COAT FINISH.
COLOR AS SELEC1ED BY
ARCHITECT
MECIIANICAt
.
EI.F.CTRICAt
.
. de CIVil
Date ReceIve. SURV~YORS
100 WEST 13TH AVENUE
Elj,?m~6a~~~101
MAR \ 8 2009 f: 541-345-5303
200603e3 ph2.dwg
42 WATTTRT 4100k WI
ELECTRONIC BALLAST
120
POWDER COAT FINISH.
COLOR AS SELECTED BY
ARCHITECT
ECLIPSE 'MUNICH' SERIES
82
FLUORESCENT ONE LAMP EXTERIOR FULL CUT-OFF AREA LIGHT. 1'~OMINAL 14 in.
X 9 in. X 11 in. DEEP DIE CAST ALUMINUM TRAPEZOID HOUSING WIJH SPECULAR
ALUMINUM WIDE DISTRIBUTlON REFLECTOR AND TEMPERED GLASS LENS, U,L.
WET LOCAllON LABEL .
120
250 WATT METAL HALIDE
W / MAGNETIC ENERGY
EFFICIENT BALLAST
ECLIPSE 'MUNICH' SERIES
-1
Final submittal -
11:30
ARCHITECTS &
PLANNERS liNe
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
~.
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~~
PHASE - 2
SITE REVIEW .
PROJECT #
DRAWN
CHECKED
DATE
200334
ODD
KMW
12/18/08
SHEET
1:3
@ Copyright 2008 by TBG Architects & Planners lIne
f3 of 13 paf}CS