HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/19/2008
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444G fRANKLIN BOULEVARD
GLENWOOD, OREGON t'j7440
CONTACT: JULIE DANIEL
PHONE: 74G-3023
A~C-~-:C-
-
4446 OLD t-RANKLIN BLVLJ.
GLENWOOLJ, OREGON
T3G A {C;T :CTS & J _A ''J : "(S/\lC
132 EAST BROADWAY, SUITE 200
EUGENE, OREGON 97401
PHONE (541) G87-LO' 0 FAX (54 J ) G87 -OG25
CONTACT: BEN RIPPE
EMAIL: bnppe@tbg-arch.com
CO'lS"..--A '\J~S
3A _Z - - 5 ~:{ & - U 3 -3A R ): \lG - \J : :"(S
ELECTRICAL CONSULTANTS
P.o. BOX 10347
EUGENE, OREGON 9740 I
PHONE (541) G8G-8478 fPJ{ (54' ) 345-5303
,CONTACT: DON DAVEY
EMAIL: dda.vey@bhengmeers.com
CIVIL CONSULTANTS
P.O. BOX' 0347
EUGENE, OREGON 9740 I
PHONE (541) G8G-8478 fAX (541) 345..5303
CONTACT: MONICA ANDERSON
EMAIL: manderson@bhengmeer5.com
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LANDSCAPE ARCHITECT
375 WEST 4TH STREET, SUITE 201
EUGENE, OREGON 9740 I
PHONE (54 J ) G8G-4540 fPJ{ (541) G8G-4577
CONTACT: CAROL SCHIRMER
EMAIL: carol@schlrmeras5oclates.com
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UNLES5 OTHERWl5E NOTED
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WITH ARCHITECT
SYM-30 _S
BUILDING IDENTIFICATION
BUILDING #
DESIGNA liON
EXISTING TREE TO REMAIN
NEW TREE, SEE LANDSCAPE PLANS
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NEW <$/OR EXISTING SITE UTILITY POLE, SEE ELEC.
NEW ,jOR EXISTING SITE LIGHTING, SEE ELEC.
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NEW PERVIOUS PAVERS
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TI TITLE SHEET
AI.O SITE PLAN
A I . I fLOOR PLANS
A I .2 EXfERIOR ELEV ATION5
_AN DSCA JE
L I PLANTI NG PLAN
L2 PLANT LIST, NOTES $ DETAILS
CV
C I .0 EXISTING CONDITIONS
C2.0 GRADING PLAN
C3.0 STORM DRAIN PLAN
C4.0 SANITARY 5EWER, WATER, FIRE * GAS PLAN
C5.0 PAVING PLAN
CG.O CIVIL DETAILS, LEGEND AND GENERAL NOTES
: _:CT"{ CA_
E I SITE PLAN - POWER (EXIST. AND DEMO)
E2 SITE PLAN - POWER (NEW WORK)
E3 51TE PLAN - LIGHTING (NEW WORK)
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SECTION
LOTS
17033444
17 SOUTH
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34-
I 500/1 GOO/2400
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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
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12/18/2008
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@ Copyright 2008 by TUG Architects & Planners lIne
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UTILITY LINE, SEE CIVIL
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TOTAL IMPERVIOUS AREA
BUILDING fOOTPRINT
NEW AC PAVING
SIDEWALK $ PATIO ARJ:A
TOTAL IMPERVIOUS AREA
TOTAL PERVIOUS AREA
PERVIOUS PAVERS
LANDSCAPE' GRAVEL PATHS
TOTAL IMPERVIOUS Af?E.A
G8, I 24 SF ( f OO%)
I . IN COMPLIANCE WITH SDC 4.3- J 20, UTIUlY WORK WILL BE
COORDINATED WITH S.U.B.
2. IN COMPLIANCE WITH 5DC 4.3-' 25, NEW ON-SITE UTILITIES
WILL BE PLACED UNDERGROUND.
3. A COFY Of SANITARIAN APPROVAL fOR THE PROPOSED ON-SITE
SEPTIC SYSTEM TO BE PROVIDED PRIOR TO CONSTRUCTION.
4. REfERENCE SHEET C I FOR EXISTING CONDITIONS.
5. REFERENCE LANDSCAPE PLAN, SHEET LI, fOR ALL LANDSCAPE
AND SCEENING REQUIREMENTS.
G. EXACT OUTDOOR LIGHTING SPECifiCATIONS WIll Bf PROPOSED AT
THE TIME OF BUILDING PERMIT SUBMITTAL. PROPOSED OUTDOOR
LIGHTING WIll COMPLY WITH CITY CODE PER SDC 4.5-1 10.
10
.... --
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EXISTING ADA PARKING STALLS
COMPlETE WITH SIGN DESIGNATION,
FAINTED STRIPING, RAMP AND
DETECfABLE WARNlNG, TYP.
13,243 Sf ( 19%)
I 2,850 SF (I B%)
550 Sf ( I %)
2G,G43 SF (39%)
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13,255 SF {20%}
28,22G Sf (41 %)
4 , ,48 f SF (G I %)
NEW IMPERVIOUS A.C. PAVING
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DEe 1 9 2008
EXISTING TREE OR BUILDING TO
BE REMOVED I DEMOLISHED
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PLANTING BED
Original Submittal
TBG-
ARCHITEclS &
PLANNERS liNe ·
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
I OREGON ~
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200334
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12/18/2008
A1.0
@ Copyright 2008 by TnG Architects.~ 1~lmoolS line
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, . REPAIR DAMAGED SIDING $ fRAMING @ EXTERIOR WALLS
2. REMOVE CARDBOARD WAlVCEILlNG COVERING *
EXTRANEOUS INT. flNISHE5 TO EXPOSED fRAMING
3. NEW PLUMBING fIXTURES (TOILET, SINKS, ,
DISHWASHER) TO ON-SITE SEPTIC SYSTEM, SEE CIVIL
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Original Submittal
TBG
ARCHITELIS &
PLANNERS / INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
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12/1 8/2008
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OrigInal Su~t_/;
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ARCHITEL I S &
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Suite 200
Eugene, Oregon 97401
(541) 687-1010
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PROJECT #
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DATE
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200334
BR
JEL
12/18/2008
A1.2
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@ Copyright 2008 by TUG Architects & Planners/lne
(7) JAPANESE SKlMMIA
- EX. TREES TO REMAIN
(7) GLOSSY ABalA
(3) DAVlD'S MAPLE
(3) GOLDSTURM BLACK-EYED
SUSAN
(4) COMPACT WINGED EUONYMUS
(12) PRAIRIE FIRE GRASS
-3) MEXICAN ORANGE
4) TUSCAN LAVENDER .
(4) GLOSSY ABELlA
(11) PRAIRIE FIRE GRASS
(3) MEXICAN ORANGE
(4) TUSCAN LAVENDER 0
(13) PRAIRIE FIRE GRASS
(4) COMPACT WINGED EUONYMUS
(4) CHAN11CLEER PEAR
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(1) CHANTICLEER PEAR
(8) MEXICAN ORANGE
(145) BR.AMBI.E
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STORMWATERARCA
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DRAIN FlBDAREA
PROPOSED PlANTING AREAS FOR FUTURE DEMONolrcATION GARDEN
PROPOSED CAST IN PLACE CONCRI:. c PAVERS (4'x4')
PROPOSED BENCH BY OWNER
Date Received:
DEe 1 9
EXISTING FENCE TO REMAIN
Original submittai-
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TREES
3 Peer davidii
3 Acer macrophyJlum
4 Acer rub rum 'Red Sunset'
4 Amelanchier atnifolla
6 Cercis canadensis
4 Crataegus douglasii
6 Uquidambar styraciflua
9 pyrus calleryana 'Chanticleer-
SHRUBS
22 Abelia grandiflora
9 Ceanothus concha
14 Choisya terna1a
7 Cistus hybridus
12 Cistus Iadanifer
6 Cistus purpureus
23 Cornus sericea
29 Escallonia x exoniensis 'Pink Princess'
8 Euonymus alata 'Compacta' .
83. Gaultheria shallon
8 Hebe 'Autumn GlorY
27 Lonicera involucrata
12 Mahonia aquifolium
5 PhiJadeJphis IewesH
1.4 Rosa nutkana
7 Skimmia japonica
10. Spiraea thunbergii
6 Viburnum carlesii
3 Viburnu.m tinus 'Spring Bouquet'
GRASSES
91 Carex buchananii
49 Carex densa
49 Carex testacea 'Prairie Fire'
43 Mscanthus sinensis 'Adagio'
17 Pennisetum alopecuroides 'Hameln'
15 Pennisetum alopecuroldes 'Little Bunny'
PERENNIALS
22 Crocosmfa 'Jenny Bloom'
6 Echinacea purpurea
14 HemerocaUis 'Stella d'Oro'
20 Iris sibirica 'Bennerup Blue'
18 Lavanduta angustifoJia 'Tuscan'
6 Perovskia atriplicifolia x abrotanoides fLittfe Spire'
10 RUdbeckia fulgfda 'Gofdsturm'
GROUND CO\IER
160 Arctostaphylos uva-ursi
420 Rubus pentaJobus
10 Prunus laurocerasus 'IVbunt Vernon'
SEED MIX LIST
Common Name
Size
David's l\1l3ple
Big leaf IViaple
Red Sunset Maple
SeMceberry
Eastern Redbud
Black Hawthorn
American SWeet Gum
Chanticleer Pear
2" cat
1.5" cal.
2' cal.
6'
2'caf.
1.5" caf.
2'cat
T cat
Glossy Abatia
Concha Ceanothus
Mexican Orange
White Rockrose
Crimson Spot Rockrose
Orchid Rockrose
Redtwig Dogwood
Pink Princess Escallonla
Compact Winged Euonymus
Safal
Autumn Glory Hebe
Black Twinberry
Oregon Grape
,Nlack Orange
Nootka Rose
Japanese SkImmIa
Japanese Spiraea
Korean Spice Viburnum
Spring Bouquet Viburnum
5 gal
5 gal.
5 gal.
5 gaJ.
5gaJ.
5 gat
ISga1.
5ga1.
5 gal.
3 gal.
3ga1.
3 gal.
3 gal.
3 gal.
3 gal.
5 gal.
5gaL
,5 gal.
5 gal.
Leatherleaf Sedge
Dense Sedge
Prairie Fire Grass
Adagio Maiden Grass
Hameln Foun1ain Grass
Little Bunny Fountain Grass
1 gaL
1 gal.
1 gal.
1 gal
1 gal.
1 Qat
Jenny Bloom Crocosmia
Purpte Coneflower
Stella dlOro DayfUy
Bennerup Blue Siberian Iris
Tuscan lavender
Dwarf Russian Sage
I GoJdsturm Btack..Eyed Susan
1 gal
1 gal.
1 gal.
1 gal.
1 gaL
1 gal.
1 gal.
Kinnikinnick
Bramble
Mount Vernon English Laurel
1. gat
4"
1 gaL
.lnstal as per manufacturerts. specifications.. contractor to determine QU8nitv .
Name
.Seed Mix One:
Protime Native Bio-Fifter NIix
Seed Mix Two:
70% Protime 908 Native Widftower Mix
.30% California Brame
.Seed Mi.x Three:
.Pr'~u.e Clean Wa!er Dry hea Seed Mx
Conments
NOTES
Comments
1. MAKE MINOR ADJUSTMENTS IN TREESPAClNGIB NECESSARY
TO ACCOMMODATE THE IRRIGATION SYOI ~ N3INSTALLED.
2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN lHE LAYOUT OF
WORK PRIOR TO THE EXEcunON OF 1HE WORK
3. VERIFY LOCATIONS OF EXISTING UNDERGROUND ununes PRIOR TO
EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILIIICS.
PIPES OR RELATED FACIUTlES AT CONTRACTORS Qto~SEAND INA
MANNER APPROVED BY THE GENERAL CONTRACTOR.
Matched, evenly branched
M:ltched, evenly branched
lVIatchedJ evenly branched
3 stem minimum
lVIatched, evenlv branched
lVIatched, evenly branched
Matched, evenly branched
Matched, evenly branched
4. PROTECT TRUNKS, UMBS AND ROOT ZONES OF EXISTING TREES TO
REMAIN FROM ABRASION AND COMPAC11ON. DO NOT CUT UWJS OR
ROOTS LARGER THAN 3-IN DlAMcl eft WITHOUT PRIOR'APPROVAL OF
LANDSCAPE ARCHITECT.
S. TREES AND SHRUBS PLANTED TOO Dcct1..YWllNOT BE
ACCEt-a cD. SEE TREE PLANTING DETAL
IRRIGATION NOTES
IRRIGATION SY'O II::M TO BE INSTALLED IN ALL LAWN AND PlANT BED AREAS.
IRRIGATION SVo I eM TO BE AUTOMATIC ELEv I NC SOLENOID CONtROLLED UNDERGROUND SPRINKLER SY~ I eM
WITH PVC PIPE AND F,. liNGS. BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROl.I.ER {IRRITROL,
RAIN BIRD ORAPPROVED}, ELE", I KlC REMOTE CONTROL VALVES (RAINBlRD PEB-PRS SERIES OR APPROVED).
WITH POp...lJP SPRAY SPRINKLERS (RAINBIRD 1800 PRS SERIes OR APPROVED). AU. VALVES TO BE
LOCATED IN UNDERGROUND VALVE BOX (CARSON ORAPPROVED). AUTOMA11C CONTROLLER TO BE LOCATED
IN WEATHER PROOF LOCATION.
6 female, 1 male
541-746-7178 - Source
~~
TREE STAKES
D.F. 2:' x Z' x 6'
MULCH
TREE llES
Grow Straight or appIO't48d
Plant 24" o.c,
IMPORTANT:
Root crown to be a minimum
of 4- above finish gmde.
:~
UNDISTURBED
OR COMPACTED SUBGRADE
BACKFILL
FBI halfway and water thoroughly
baforebackfiHIng.
TREE PEDESTAL
Prepare subsoU to PRMmt setIIIng
2x dIameter
Source: Hobbs & Hopkins lid. 1..800-345-3295
of rootbaIJ
'I
Source: Hobbs .& HGPkils Ud. 1..SQO.345-3295
Source: Hobbs & Hopkins · Ltd. 1..SQO.34S.3295
Nt; I t::
REMOVE TREE TIES AT ONE YEAR WARRAh.cE.
Source: Hobbs & HOpkins Ud. 1..800-345-3295'
DECIDUOUS TREE PLANTING DETAIL
o
N.T .s.
Date Received:
DEe 1 9 2
Original Submittal
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GENERAL NOTES AND LEGEND
VICINITY MAP (NO SCALE)
,SHEET NOTES
1. THERE ARE NO WATERCOURSES OR RIPARIAN SETBACK
AREAS ON THE PROJECT SITE.
2 THE SITE IS LOCATED IN ZONE X: AREAS OF 500- YEAR
FLOOD' AREAS OF 10Q-YEAR FLOOD WITH AVERAGE DEPTHS OF
LESS THAN 1-FOOT OR WITH DRAINAGE AREAS LESS THAN 1
SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM
100- YEAR FLOOD. OF
3 THE PROJECT SITE IS LOCATED OUTSIDE ANY TIME
IRA VEL ZONE ON THE SPRINGFIELD WELLHEAD PROTECTION
AREAS MAP. WS THE
4. THE SOIL SURVEY OF LANE COUNTY AREA SHO
FOLLOWING SOILS ON THE PROJECT SITE;
A CAMAS-URBAN LAND COMPLEX IN APPROXIMA TEL Y
12% OF THE PROJECT SITE. HYDROLOGIC GROUP A AND
A DEPTH TO GROUND WA TER GREATER THAN 6.5-FEET.
B CHEHALlS-URBAN LAND COMPLEX IN APPROXIMATELY
87% OF THE PROJECT SITE. . HYDROLOGIC GROUP BAND
A DEPTH TO GROUND WA TER GREATER THAN 6.S-FEET.
C NEWBERG-URBAN LAND COMPLEX IN APPROXIMATELY
1 % OF THE SITE. HYDROLOGIC GROUP B AND A DEPTH
TO GROUND WATER GREAltK THAN 6.S-FEET.
MECHANICAL
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1. A. DATE OF TEST: 12/15/08 (HYDRAULIC FLOW SIMULATION)
B. TEST LOCATION: EX HYDRANT ADJACENT TO PROPERTY
C. STATIC/RESIDUAL PRESSURE: 75.2/72.4 .
D. CALCULA I t:.() FLOW AT 20 psi: 3.500 gpm
DOMESTIC SYt> I eM
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3. IRRIGATION SHALL BE ZONED FOR A MAXIMUM DEMAND OF: 50 gpm
4. IRRIGATION. ASSUMED TO OPERATE DURING NON-PEAK DOMESTIC USE.
FIRE SYSTEM
5. . LARGEST BUILDING AREA: 91438 SQFT (BLDG 8) AND 4.860 SQFT (SLOG 4)
6. BUILDING CONSTRUCTION TYPE: 11-8 (BLOG 8) AND V-B (BLDG 4)
7. BUILDING TO BE NON-SPRINKLERED.
8. MINIMUM REQUIRED FIRE FLOW: 2.000 gpm
NUMBER OF HYDRANTS: 2
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200603
TBG
ARCH1TECTS &
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132 East Broadway
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PROJECT #
DRAWN
CHECKED
DATE
200334
JAH
MBA
1 2/lfb/08
SHEET
C5.0
. & Planm.!rsllnc
by TOG Architects
@ C(lpyright 2008
SURVEY LEGEND
PROPERTY LINE
::z::::::::::;:;:;::.::.;;:,::;:::;::;:=;;::..::::::::::o::::::::::::.::;:;::; C:Uf'\BUNE
_ WA TER LINE
(/I-/D ELECTRIC LINE
-WATER-
fLEG
~(1:~
~l!~~~
4.~' #/IIJ
~, IE~I~
~#t" "'--::;>
'i.
WA TER SURFACE
~ 12" MINIMUM
:'~~\:?)N}::~~~~~ ~~*fMU~k{{:"~..::..; ,. '. TOPSOIL ....:: ::.::::h.~/l~t!:::..
. ..'..............'...3....'....:..... t. ... t. .., ". ..\ r,... ~ N ...~ ^ "Vi ~ ~ ~ t,..., ..' ....... ....,. ....,.
'., .;:::~;.:.~:.:~: . :}~::.}:~::-}:~::.}:~::.};:.~~.:.... . . ~v- ,. Ii ~ II ~: ..;:;;~:..~;~::..i.:;~:;..~~~::.:.. 1
..;.......;.......,..............t................. ..~ "'I) , .r r , 'f . ...... ............................ MAXIMUM
. . .".~':~;,::~}~t{~t~1.~iHi:;~&ff.[~;~t~~lj~tf!t~tf!t2[~!f~{i~t\ff:iii21:.~~.1~1{~1f&.rl~tri~~~t.i~~l.t~t~~~?)~f~;wr'" 3
/ /- 'V /- V/- V/- V /-V /OV /- V /0 v:t-' V/- 'x '\.,
~~7>>">>>'}l):;:.>*'y):;:.>~>>>">>>">*">):;:.'> ~y
0000?h?h?hij./-00ij./-ij./-
0~~~~~~~~~~~~~~~~~~~~~~ 6" THICK CLAY LINER.
~-<S~~~~-<S~~~-<S~~~~ MIN 35% CLAY CONTENT
/,>'l/.~~~~~~~~/)~
. .., . , ,'''"'i...."'Y..'''~ UNDISTURBED
EARTH
~
~--
(0
t..L.
o
0-
~
.0
;j~
: /~,
4" : ~.
.MIN ~ >>~
0:~
~y
~~
.~~
, ' y~
, ., "\~ '~J 't"'~ . ~
" /^~~~~~\<<.~x.~'V., /~ ~~,,,,< / /",. - V1/~~::< ~ ~~~
"7~~>>/~'0'0~ ~7 ", ,~'V~~ ~'V
'- / /" / /. / .. / A~~"(/.(')( V /'
PVC PIPE DUCTILE fRONt SCHEDULE" , .",\: ",,-, ","," , 4" MIN
...... .. j · .... (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 24ft ABOVE
TOP OF. GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON-CORROSIVE FASTENER t' UNDER FRAME.
2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN OR FACE OF CURB AT CENTER OF
. GRATED SECTION.
3. . ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH B!CYCLE BARS EXCEPT STRUCTURES INDICA TED ON
PLANS REQUIRING ADA-APPROVED ,GRATE.
4. OUTLET LOCATION SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTATION AS SHOWN ON PLANS.
CONIFEROUS TREE
~ PROPERTY CORNER
gg Af?EA DRAIN OR CA rCH BASIN.
!i!l WA 'fER METER
~ GAS VALVE
[><J WA TER VALVE
. -~- UTILITY POLE
~ $ ARM LIGHT POLE
~ GUY WIRE
CONCRETE
_____ EDGE OF PAVEMENT
DECIDUOUS TREE
DEC.~;;;UNKNOWN
SPOT ELEVATION
_BEJY (JlllL41~.I(J)A TUkI
THE [LEVA nONS HEf?EON WERE BASED ON SPRINGFIELD CITY
BENCHMARK, A BRASS CAP STAMPED "lj-226" IN THE SIDEWALK
A T '{HE NOF?THEAST CORNER OF l/-1E: WESTBOUND HWY /26
BRIDGE OVER TUE WILLAMETTE RIVER.
ELEV. == 455.35 (NGVO 29)
BOU1VDAR1T DATA
THE PROPERTY BOUNDARY INFORIYfA TfON SHOWN HEREON IS
BASED UPON MUL TIPLE SURVEYS OF RECORD AND DOES NOT
CONSTlTU7E A BOUNDARY SURVEY.
FLOODPLAIN DATA
BASED UPON NA nONAL FLOOD INSURAN<.-T PROGRAM. FLOOD INSURANCE
RA T[ MAP No, 4J039C PANEL 114-2 F. DATED JUNE 2 1999
THE LANDS' INCLUDED IN THIS SURVEY ARE If.1THIN lONE X,
AREAS DETERMiNED TO BE au TSIDE 500- YEAR FLOODPLAIN.
TilE LANDS INCLUDED IN THIS SURVEY ARE ~WTIIIN FLOOD AREA
ZONE X. II/tEAS OF 500- YEAR FLOOD,' AREAS OF 100- YEAR flOOD
WITIi A ~'ERAGE DEPTHS OF LESS THAN / FOOT OR WITH DRAINAGE
AREAS LESS 7HAN I SQUARE MILI:.~' AND AREAS PROTECTED BY
LEVEES FROM 100- YEAR FLOOD.
UTILITY' NOTE
. U71U71ES SHOWN HEREON Af?E BASED ON ViSUAL OBSERVATIONS.
CQNTE_Q~,_J]}lTA
POINT NORTHING fASTING ELEVA T/ON DESCRIPTION
PT. #! 5000.00 5000.00 439.3/ HUB & TACK
PI: #2 4947.22 4762.05 44/.48 PK NAIL
PT: 113 4909.32 45/5.74 441.09 Pi< NAIL
FLEX- TRANSITION
MANUFACTURED
FITTING
SOLID STEEL
PLATE LID
RNISHED GRADE ,
~/ ~/////J4~/h/%- HINGED ACCESS
~ . COVER
45- BEND . ~ OUTLET PIPE:
1r>r' :' ~ REFER TO
PE X PE EXTENSION - _l - III NOTE No. 4
'LENGHT AS REQ'D II~ ~ ~
III ~
--~ A
;
45- BEND
~ a.
~ .:::::E
'<t::>
N(/)
-
J
5'
2' SWALE BOTTOM' WIDTH
(ZERO LATERAL SLOPE)
5'
$.......
PROJECTED
FlOWLINE AS
INDICATED ON
PLAN
.-1
.... ......
....
~- . -~--~
~~~TRANsmON
MANUFACTURED RTTING
EROSION CONlROL BLANKET
PLACED OVER SEED MIX.
EXTEND CLAY LINING TO
TOP OF BANK
OIL AND GREASE
FILTRATION SYSTEM
WITH FILTER INSERT
..:.::r~ II 'r' l'l
:1/&
GREASE TRAP
;.K
III
II
:If
.,
:-1
: I
1
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 UNE 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
IJU-226u IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE WESTBOUND HWY 126 BRIDGE OVER THE WILLAMETTE RIVER.
ELEVATION= 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 DAYSt AND
THE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS 209.150.
5. LOCATIONS OF EXISTING UTlLlTJES ARE ASSUMED FROM INFORMATION AVAILABLE AND ARE NOT GUARANTEED TO BE
COMPLETE 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-o01..Q010. 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RU~ES 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
UTJLlTlES 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 UTILI]ES 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 UllL1TY COMP ANY INSTALLING UTILITIES ON SITE.
CONSTRUCTJON OF OTHER UTILITIES MAY OCCUR AT SAME TIME ON SITE.
10. QUANllTES 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 FITnNGS AS REQUIRED. TO COMPLt.lt 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 2411 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/OR FIRE SERVICE LINES AS DIRECTED ON PLANS AND IN
SPECIFICATIONS.
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 DEMOLlTJON OF EXISTING PRIVATE STORM DRAIN, SANITARY SEWER, AND WATER UTILITIES.
REMOVE EXISTING STRUCTURES WHERE ENCOUNTERED. CUT AND CAP EXPOSED ENDS OF EXISTJNG PIPES ENCOUNTERED.
(ABANDON EXISTING PIPE IN PLACE IN ALL AREAS EXCEPT UNDER NEW BUILDINGS. REMOVE EXISTING PIPES BENEATH NEW
BUILDINGS.)
STRUCTURE GRATE
REFER TO NOTE 3. RIM SET TO
. / FINISHED GRADE
II II II/::o////~
~..: ~.
~.
~ 1
MAXIMUM
~~~
~
FITTING
~~~
~
45- PVC BEND ~ ~
;......~
~.>*
.', r-
4.. .
FlEX-lRANSfTlON
MANUFACTURED
~ h.~ STRUCTURE GRATE
. "-~ : '-...jt:::::J~ REFER TO NOTE 3 RIM SET TO
.:. . 1 ~ /RNISHED GRAOE
~.,:'~ MAX~MUM ~~WAL~ BOTTOM
. '.,:
" . .' HINGED
.,... ".~ ACCESS
. . COVER
-~II
I I loz
I I :::E
..... .. - -L-.,; :~ -~ J
PE X PE
EXTENSION
LENGTH AS REQ'D
1
4'
.,
45- PVC
BEND
~
'. A : A, 24" SQUARE
, "~ ~ CHAMBERWfTH
., ' . < PROJECTED : 4 . SUMP
'" . -4" FLOWlJNE. AS ~ Ii. . YJ/.
"...": INDICATED O~ ~ ~ 4'1'-1 :~.
, - . 4 PLAN . ~ V> MIN~ .........- ~~
4 ' I ..~//
-.,. ...;. - . I ..., ,,/~
i ''.,:'. . >" ~
, . , ~. ,_ , " "4, ,. c >/;'>>:
,44. .... - . . . ~ '; > " <<"<-
"'. A . -4.4 ,,' '. ", _' '.' ..; - _. ~,..::;/
~.. ....ir~i .. ~
-//~<<<<~<<<<<<-<<<~~"y/.'<(~~~~~~~ MIN
. ~>;;y)' >;'>>'>>/)'>>";y / >;0~~~~ :/tOMPACTED
DUCTILE IRON, SCHEDULE ..... '.. "'''.: A'-' ..,'.".: " CRUSHED
40, OR C900 PVC PIPE ROCK
AND FITllNGS
PVC PIPE
...... .... ....
NOTES
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 2Ft UNDER FRAME.
2. LOCATION 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.
V=GE-AIEJ C_AY-_ '=D SWA_= SEC
,8
~IL RA-cO\. SYS=VI &
)OJBL:= C-AvlBEQ CA-Ct. 3AS \
o
NO SCALE
0\'
NO ,SCALE
NO SCALE
.CA-C-- 3AS \j W-- - )~-C - \JL =
Date Received:
19 2008
SITE PLAN
REVIEW
SlJHMITT AL
THIS DRAWING
NOT FOR
CONSTRUCTION
-
BALZHISER
& HUBBARD
ENGINEERS
MICf1^NICAt
.
~ ElE<''TRlCAl
l .
1 CIVil
t _-i .
-,:; SURVEYORS
100 WEST 13TH AVENUE
nwm~Jt.~~}1m
f: S41'34S-S30J
200603C6.0.dwg
Original SubmittaL . . . .
200603
TBG
ARCHITECTS &
PLANNERS liNe
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
......
200603C6.0.dwg
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PROJECT #
DRAWN
CHECKED
DATE
200334
JAH
MBA
1 2/10/'08
SH EET
C6.0
@ Copyright 2006 by TaG Architects & PlunnelS line
l - x
x 0
9
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"'---'
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-
FUTIJRE BLDG.
,
~."
....,-. ".. "0-
(3) t'C.
(R) BLDG NO. 2
=
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FUTIJRE COVERED STORAGE
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(R) ,
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ELECTRICAL SYMBOLS LIST
SYMBOL
ABBR.
DESCRIPll0N
NOTE REFERENCE.
INDICATES EXISTING DEVICE, POLE OR WIRING TO REMAIN.
INDICATES EXISTING DEVICE, POLE OR WIRING TO BE REMOVED.
(R)P
ill
(E)
(R)
(RL)
(NL)
(N)
INDICATES EXiSTING DEVICE TO BE RELOCATED.
INDICA TES EXISTING DEVICE AT NEW LOCATION.
INDICA 1ES NEW DEVICE, POLE OR WIRING.
SPRINGFIELD UTILITY BOARD
CONNECT AS REQUIRED.
TELEPHONE UllUTY (QWEST) WIRING OVERHEAD OR UNDERGROUND AS NOTED.
POWER WIRING UTILITY (SUB) OVERHEAD OR UNDERGROUND AS N01ED.
TELEVISION UTILITY (COMCAST) WIRING OVERHEAD OR UNDERGROUND AS
NOTED.
UNDERGROUND SECONDARY POWER SERVICE BY OWNERS CONlRACTOR
UNDERGROUND RACEWAY WITH WIRE AS NO I tu.
SUB
C.A.R.
~T~
~p~
~TV~
QN)~~
,- - S -- .......
/ "
,- - -- .......
/ "
TELEPHONE WIRING FOR OWNER USE AS NOTED.
-
BALZHISER
&r.UBBARD
ENGINEERS
~TO~
I>I1IJ
~
<ibo
UllLlTY POLE WITH "SUB" AREA LIGHT AND TRANSFORMER WHERE SO
SHOWN.
SUB Mt. t t.K AND SERVICE MAST.
PULL VAULT.
f
r
Date Received:
1 9 8
MECIIANIC^l
.
ELECTRICAl.
.
CIVIL
.
SUIWfYORS
, 100 WEST 13TH AVENUE
El~?s.tl~ill~~~;iOl
f; 541.345-5303
Original Submittal...
---""200603e1 ph2.dwg
TBG
ARCHITEL I 5 &
PLANNERS!INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687-1010
Fax (541) 687-0625
~
-..L.J /'"
-
"/ 0
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0, ", u.J
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<( !:.o.. 0 ~
~I ~ >- ~. ~
........ cc- ~ e,
s - - -: ..:) _A ~'\I
:lOW": -{
():MO_--O~)
PROJECT #
DRAWN
CHECKED
DATE
200334
DDD
KMW
12/18/08
SHEET
E1
(g) Copyrighl200B by TUG Archit{.'{.'ts & I'lil"n~ f IlIe
. x.
1 . X X
(E) HOUSE
@l-
(N) P & T
'~
~
~
~
x
-0
~.
- -
(E) SHED.
~\
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\,(E.) NO. 430!i.
. (E.) SLDG
NO.5.
~'
/ .
, /-----
/ ~-
-
\
FUlURE BLDG,
t....,
~8r>
c::J
~-------- .
-
-
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(~ IO~' j/ . "\ f
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.~:l.-- -~Q
o
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fV\ (1) 2tJC. 3 #U GND. 1 _ . . oofl7' 0
~ 7": 0Y i" I TO FUlURE BUILDING ~ · . -. ~
OQ~
i ii x
(E)
I
I
I
~~.
-
.
-ft-.-.. . -.,.-
--:--
-
--.
(R) SLOG NO. 2
(3) t.C.
'f
/ ~--
0,
Q
~(
I
Ii c
\ . .'"
~
h
.1
- - - - - (E)
.'\ -
i i
J;
..
'X
:r:
..r=- c,
~J
1:+--,
ri:
FUTURE COVERED STORAGE.
~. ~
h
~
~ ----0
:==::I~--"'r
I'
'I
/..
~,.
J
),
.....
\
\../'\ (1) 1"C
. (5) 2nC.
(E) PANEL NO. 3
(400 AMP)
\
\
\
--
-
:r:
x
:x.
.:
:r.
t/'-"\
~?
".
~
\
\
(N) (1) 2"C)_------
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--
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---
-- .
--
· . J (E)
/'
/'
/'
/"
,,/
(1) lJtC~,/'/
,/
,/
,/
/'
NOTES ;
<D RE-FEED EXISTING BUILDING SERVICE UNDERGROUND FROM EXISllNG
460 AMP PANEl IN BUILDING No.3. REUSE SPARE 100 AMP, 2 POLE.
BREAKER. PROVIDE 3 #1 t 1 #6 GND CONDUCTORS FOR NEW j- ct.DER. .
REMOVE NEUTRAL BONDING JUMPER . AT BUILDING #5 PANEL.
COORDINATE SERVICE CHANGE WITH UllLlTY.
@ UTIUTY TO REFEED EXISllNG RESIDENCE FROM NEW WESTSIDE
LOCA TlON.
'3' PROVIDE. 100 AMP. 2 POLE BREAKER AT BUILDING No.3 PANEL FOR
\'i.I FUTURE BUILDING No.1 O. TERMINATE CONDUCTORS Willi METHODS
APPROVED FOR UNDERGROUND USE.
.(E) PANE.L NO. ~,
ELEC I KICAL LOAD SUMMARY
EXlSllNG LOAD DEMAND BLDG. 3
PER UTILITY
PLUS 25%
22.0
5.5
27.5
KVA
KVA
KVA
EXISTING LOAD DEMAND BLDG. 5
PER UTILITY
5.5
KVA
KVA
KVA
KVA
KVA
KVA
TOTAL CONNECTED LOAD
33.00 KVA
SYSTEM ANTICIPATED AMPERES
@ SERVICE VOLTAGE 208Y/120 3~PH
SYSTEM CAPACITY
91.67 AMPS
360
S,"E ~_AN
:lOWER (\JEW WOR<) G
SCALE: 1"=20'
r D
,
DEe 1 9 2008
Original SubmittaL
~
200603e2 ph2. dwg
THG
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
CHECKED
DATE
20Q334
ODD
KMW
12/18/08
SHEET
E2
(g Copyright 2006 by THG Archilt.'Cl.s & Planners line
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SHEET NOlES :
<D LUMINAIRE TYPE "Sl tI SURFACE MOUNTED TO EXISTING BUILDING AT
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ELEV A nONS.
<D LUMINAIRE TYPE "51" SURFACE MOUNlED TO PRE-ENGINEERED STEEL
STRUCTURE PER ARCHITECTURAL DETAILS AT 9' _On ABOVE FINISH
GRADE. SEE ARCHITECTURAL BUILDING ELEVATIONS.
ill LUMINAIRE TYPE "52n SURFACE MOUNTED AT PEAK OF
. PRE-ENGINEERED STEEL ~ I t<UCTURE PER ARCHITECTURAL DETAILS AT
+/-20'-Qn ABOVE FINISH GRADE. SEE ARCHITECTURAL BUILDING
ELEVATIONS.
@ LUMINAIRE TYPE "S2ft SURFACE MOUNTED TO EXISTING BUILDING AT
+ /-20'-017 ABOVE FINISH GRADE. (NEW LUMINAIRE IN EXISTING
LOeA 1l0N). '
@ LUMINAIRE TYPE "Sl )t SURFACE MOUNTED TO PRE -ENGINEERED STEEL
STRUCTURE PER ARCHITECTURAL DETAIL AT +/-15'-0" ABOVE FINISH
GRADE. SEE ARCHITECTURAL BUILDING ELEVA 110NS.
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--------------
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LUMINAIRE SCHEDULE
. TYPE
DESCRIP1l0N
MANUFACTURER
LAMP I BALLAST
VOLT
MOUN1lNG
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 WITH SPECULAR
ALUMINUM FORWARD THROW REFLECTOR, TEMPERED GLASS LENS AND CAST ECLIPSE 'MUNICH' SERIES
ALUMINUM BACKPLATE. U.L. WeT LOCA 110N LABEL.
SURFACE EXfERIOR WALL OR .
STRUClURE MOUNlED, HEIGHTS
ABOVE FINISH GRADE AS
INDICATED ON LlGHllNG
DRAWINGS.
SURFACE EXTERIOR WALL OR
STRUCTURE MOUNTED, HEIGHTS
ABOVE FINISH GRADE AS
INDICATED ON L1GH11NG
DRAWINGS.
DEe 1 9 2008
42 WATrlRT 4100k W I
ELECTRONIC BALLAST
120
POWDER COAT FINISH.
COLOR AS SELECTED BY
ARCHITECT
S2
FLUORESCENT ONE LAMP EXTERIOR FULL CUT-OFF AREA LIGHT. NOMINAL 14 in.
X 9 in. X 11 in. DEEP DIE CAST ALUMINUM TRAPEZOID HOUSING WITH SPECULAR
ALUMINUM WIDE DISTRIBUl10N REFLECTOR AND TEMPERED GLASS LENS. U.L. ECLIPSE 'MUNICH SERIES
WeT LOCA 1l0N LABEL.
250 WAIT METAL HALIDE
W I MAGNEllC ENERGY
EFFICIENT BALLAST
II
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MI:ClIANIC/\l
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f.l.f.CTIUCM.
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CIVil
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SURVIVORS
100 WEST 13TH AVENUE
EI~?!S1~6~B~~101
f; S41-345'5303
Original Submittal . --'00
--- L 603e3 ph2.dwg
120
POWDER COAT FINISH.
COLOR AS SELECTED BY
ARCHITECT
T~(j
ARCHITECTS &
PLANNERS / INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
(541) 687..1010
Fax (541) 687-0625
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PROJECf #
DRAWN
CHECKED
DATE
200334
DDD
KMW
12/18/08
SHEET
E3
<9 Ctlpytighl2008 by lUG Nchitt.'t1s & Planners lIne