HomeMy WebLinkAboutPlan, Final APPLICANT 10/17/2008
6800 T 6900, ~ ~\ rEXISnNG 8" STEEL
~ EXISTING 4" SANITARY · -. 12 PUE ;: ~ WATER MAIN
, ,. yEXISnNG 410 SANITARY SEWER SERVICE FOR n . ~,\~,', lX<':>
V OFFICE BUILDING EXISTING 4 SANITARY............... '" ~~ <J/' \ ~'M'"
'\ · ~ a..ffWER SERVICE LINE "jC$EWER SERVICE LINE ~ \)" \/~ ~ // \
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POLE _ t AREA 785 SQ. FT. 'r ~ lX<,:>'O' TElEPHONE ~'O' I
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EXISnNG /" 62' WIDE PRIVATE 0 ~~fr.J i
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SERVICE TO (THAT WAS GRANTED I x~~' TO WEEP: HOLE IN '.~- f
Tl 8200 TO OFFICE I 18t CURB. LINE \ .
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I ~~ HEAD FLOOD LIGHT V> EXISTING ASPHALT (
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I / EXISTING DOUBLE / ~ ~~ IMPERVIOUS AREA o-ttr
I HEAD HALOGEN / (3 ..... ..'0~ 18t 'J: .~
/ AREA LIGHT / ~ ... 3tOOO SQ. FT. r<bro, '
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~ T.L. 8300 /: ~_ d.L \f ~p
~ TOTAL LOT AREA: 14,3n SQ FT // / / / 'l 0 \ 'K
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~ ST A IE FARM INSURANCE /: ~ " \.
/ BUILDING / ~ \ ~
/ 1310 MARKET STREET / .~ ~ \
/ EXISTING ROOF AREA 2870 SQ. FT. / . ~~
// EXISTING SINGLE STORY BUILDING / / / / / . 1 ~ ' .1. Ll ~ t Zl Ll
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/ 16t MAXIMUM AT THE GABLE PEAK / /. ~ft~
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FOR
C:O~_<EY GOJ'-~LEY
SW 1/4. SW 1/4, SECTION 25,
T 17 $, R 3 W, W. M.
SP~iNGFIElD, LANE COUNTY, OREGON
APRIL 13, 2007
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HIGH DENSITY RESIDENTIAL
WELlHE:~!) ZONE:
2 TO 5 YEAR TIME OF TRA VEL ZONE:
ZONED:
SOIL TYPE:
COBURG, URBAN LAND COMPLEX (32)
NO WA TER COURSE OR RIP ARIAN SE I tSACK AREAS ARE:
PRESENT ON OR NEAR THE SITE.
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NO 100- YEAR FLOODPLIAN OR FLOODWA Y BAOUNDAR1E'S
ARE PRESENT ON OR NEAR THE SI It.
4</
ASSESSOR.S MAP NO. 17-03-25-33 TAX LOTS 8200 8, 8300
TOLBERT ASSOC/A TES, LLC
LAND SURVEYING & LAND USE PLANNING
P.O. BOX 70224
(83 CENTENNIAL LOOP, SUITE 1)
EUGENE. OREGON 97401
(541) 359-8426 FAX (541) 747-0177
LLO YDOTOLBERT ASSOCIA TES. COM
CADO FILE-1160TOP02.DWG OWN BY: TMY CHK BY:
') 'RL-1-0 0<6 - fXX) "3 c1
-':::\ \ e- Uy'1
ELEVA nONS ARE BASED ON CITY OF SPRINGFIELD DA ruM. BENCHMARK NO. 230,
SQUARE CHISELED IN THE TOP OF CURB AT THE SOUTH SIDE OF PARKER STREET
AT THE JJNCTlON WITH MARKET STREET. ELEVATION: 459.20'.
LLT
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REVISIONS
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DATE JULY 2007
SCAlE AS NOTED
DRAWN JEE
JOB
SVA06-125
SHEET
1
te.. <KeeeivecfHEEf
OCT 1 7 2008
Final Submittai
STRIPING NO I t:.':
ALL EXISTING STRIPING, NOT BEING REUSED SHALL
BE FULLY REMOVED FROM PARKING LOT SURFACE.
~
IXISTING 4" SANITARY . -1 .
! /EXISTlNG 4- SANITARY SEWER SERVICE FOR E)qSTlNG 4- SANITARY. .' /
'l SEWER SERVICE LINE OFFICE BUILDING SEWER SERVICE LINE ~ - ~ -f~~ . / ..41
, -- - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - --- -~- - - - - - - - - - - - -- -. --, -- -- - EXlSTlNGtr SANITAR; -:- - - - -- - -~ -- - - - -- - - -- - ~- /
f . EXISTING GRAVEL ALLEY S8r41'OJ!EI36.51" SEVER MAINLINE ~"., . JO.S EXISTING ' '. '.12' PUE.. L ' ' h 12'
,,- ss- " >s s., " " "j '.j ,,-- vE:GETATEo'IsTORi/' '. "1" '7'" "--, i >., L.o_ 0.,: E~;TttiG 6' 6*oSTOR'1 '0 '0 GRAVEC ALLEYWAY ,. TE(/SnN~-' ss Ss ,ss, sS~i5 .. s;
I .~: WATER 7RE~TMENT ~ L~NDSCAPE AREA.~. '. 'I '(/)' ,", ,WOODEN FENCE. L- 89.0 , , ' 6.1E HONE"" ~
t +-J 1.0, f ~ALE 27~ Sq.Ft." .,' - .. \ (/) TO BE REMOVED, S-0.01oo I II ISfR
.....; ""'"":- ""... - -oFr"'" OH;
t5 .A; EXIS'i/NG 6' ~ ~J') II 0 OH OH OH - OH OH-
I 1:~ , r WOODEN FENC 6- IE OUT 458.10 (/) _ (' ~EN FENCE I
is ;:3 t ~ I~,-, /.. ~~,-, :J ' ~, ~ s"..' . . D... 0- "~::J '" 0 c;:; C::::::::J::J 0 0 01
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r " . .' . . .'. I . . . - .' .... / .... ~ I EXISTING UlIUTY .
" . . " . . . 1 (/).".. '.....;... . - - ; . ... - - - "- ..J POlE 'r
~1/.r'kZ~ 0 ":':':':'. ' : ' : ' :,' '. :1' : ' : ' : . : . : ' : ' : . : 54' 0":: A. ' : ' : . : ' : ' : . . ,~: . : ' , 'I~: "1 ,',~': ',Tt~rJ.~~-- I 3 S1KEPARKINGSPACES. '..:.
\.-.' :S:89.": ~ :: : : :: : : 1: ~: : : : ' : : : : : . : '~' : : . :,: . : . : ' : . : ' : : NE' 'w' : AS~' :H '-. : .: ::::: ,:r:-.';-'~:~; " " " ..' . '. [f; 'PEAK RACKS' ',. .'
'.1
l j .. . . .:: : : : : : : : :: ::::::::::::::::::::::::::::::::'. ,',., ,': , : : . .': ::;'~"~',,:f~:'~<<~-,..'~.~. '.7, -, ';J~BIKE RACK OR , '9", ' , . .
I ~"".'.',, '..,.,... 1. . ' . . , ' , . , ' . ' , . , . , ' , '1, . , ' , . , . , ' , ' , 'EMP(OY(E$ :. '. :'. -.,' .'\,-" ~.,,, .~ 'J. r '" ..APPROVED ~QUAL . 1
a (::::: ::::::::: r:~::::::::::: :~: :;i~;~~~~~T:::::' :~A~KIN~: LOT :rl,:: ~\: :J~:SN4'~\- PROPosi/ "-'-' ": .
, .... . . . '. ':.:' ~4.?6'1 ' : ' : . : . : ' : ' : ' : . : . : ' : 'I: ' : . : . : . : ' : . : '2 '540 : S'q P.f ': :':': 1:--.:.... '.,' , ... COVERED GARBAGE . I '
EXISTING LOT AREA.. T .J.....".. :':.:.:.: 1:'~':':':':':' :l(l:':' :1':':':':':':': ,':':.,'.' ,.,: ..: '1:': '~. ..-.~) ,',', 'FLOORDRAIII. 'AND.BIKE,PARKING. , I EXIST1NG6nSTORM~
~ ' I
14,377 SQ.F.. LANDSCAPE ~REA--..........'.....'. ':':.:':. ':~:.:.:.:.:.:' ':.:':. : 92"W10E'PRl'VArE:' ::::::::::::::::: :\: 14;0' '.. .'CONNEC1EDto,TO WEEP.HOLE-IN-.@.._. .
EXISTING BUILDING AREA: 2.870 SQ. FT. "h: : : : :: ::::::::: 1 ::: : : : < : : : ::: "': : <:: : f~1~N;~/~~;t : : : : : : : : : : : : l: ::: : ~ > y >SANlTARYSE7R'i~~~rc:Jc'tsiINNf;:I'
CURa UNE ~\ ~
EXISTING PARKING LOT AREA: 3.000 SQ. FT. J........ ::::::::: 1 ' :" ': ::R~O~~~EI;>",:: ' . '1: : : -: .TO. offlCE: -: -:: : ::: : : : : : : : I: : : : : v> / ,', ,',.) 6* IE 457.20
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FT 0 C) ........, ',..'...' " -?O' SEWER ,&, lf1UlY ~I' ' PR6V10USL Y. ' 86FORE. , , . , , 'I' :: .L/~ ':t! .~ - - '- """'. ' , , . . . . " ~
EXISTING ALLEYWAY: 785 SQ. I. ~ ......'. :::':::: 1 :qSEMEl!4t: FOR: n. :S20u: : : : -: ~6~ i/~E: :: : -: : : : : : : -: : : : : : ::~~ .~: .',', , .. -""0 ',. . " "EXISTING CB" ~[;
SD~ ~
NEW PARKING LOT AREA: 2.540 SQ. FT. '<i /::::: :::::::~L:Il:>::~>::~:::::::::~r~~:~r~:::::::::>:::::::.::t::i:' d, . ,"" '/. . .RIM4SS:10 ~ /;5
PROPOSED GARBAGE!BIKE AREA: 120 SQ./",. ~:::::::: :::::::::(.p;o,,:: :>:: ::>1:>:>:>:>:::::>::>1::: ::::t:::~: <14 ' " 6"/EOUT457.10I ! ,.~
T10TAL IMPERVIOUS AREA. 9 '%15 SQ FT: ~ ~...'.'. :':.:':': I :(./~/~AL). ':':.: ~: . : ' :'. : . : ' : . : . : . : . : ' : . : . : ' : ' : . : ' : .1: ' : ".". Vl\_' . . ' , <11 P .
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IMPERVIOUS AREA COVERAGE 64.8" 8 :::::::: ::::::::: I::: : :::: :::::: :::: ( : : : : : : : ::: : ::: :(~~:0< 2:.8:~::::~ / / / / / / / / //~ " '...., . 2 NE~"" .... ..' ,""9t . ,. 'l"~-'~~'
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LANDSCAPE AREA- 5062 SQ FT <: q~.'.'.' . .7,ftJE~.,: :'~':':" ',.:, :~:.:,:,:,:.:,:,:...:.:,:,'.:,:.:,: 'I:': ".". XlSTlNG SECURITY EXISTING DOJBL 0..,-.. '. .tlARKINP.." ,', . , - ,Q..Q.,
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" · I. " . . . :PARK{NG,. .1""".. B.f.!".. ..,..1',.,." ',0:,:.:, :C: < < <C<' ..../LlGHTTOBEREPLACED HEAD FLOOD LlGHY i2 . '. "STALL5-. '.' ,', ,," I. ,~.. ,~~
LANDSCAPE COVERAGE 35 2% . · . . " . .. . STALLS, ' . I . ' , ' , ' " ',.,., .... .(' , . , . . ' . '. , . ., .'" I' ." WITH HOODED LIGHT / r'- h, ,. EXISTiNG I Q.." <1
· 0 .q:.:::::.::::::::::I::~::::: ::::::~::::):::::::'..::::::.:::::::::::::::II:::::: ~RE4.~'0NG //~~~~~:. ~~.'~'~'~... '~"'~~'" .:.'.~~~~J ','I"
. . . .' : ' : . : ' , . , , , . , ' . . .' " ':' I . : . : .1: :.:.:,:.'.:.:,:,:,:,:,:.:,:,:.",;. EXISTING DOUBLE / 4( ~ ~ " ,',", ~~- , '. ' '. .' ," . I .'
. t??,~~ < '.: ~ ':1... " ~~, :," ,: " : ":, : '. . . , t i ' .J,' , 1,1', . , ' . . , ,II . . ,j' .,' , ' , . ! 1.1' . . HEAD HALOGEN ~ . " " . . , ,~. // /,:. " '_', '~OT, ' . "- I.
. · '
.,.......:---;.. ..-....~.i.*.~".+.+."~.~."{j;..."...1...~.........:".;...~I".........+~"'..~..."..... AREAUGHT . /O.~F"..". <'18t'.' ',," '." '-',',". .'1
· · · . · . · . . . . . Q. Q" · · '1.1'" jEHlCLE. . . i.~ -AREA' . . · '11 '5:0 .'.' '.'.':':.0':'.'.' l' · · . . . · LANDSCAPE AREA '. ~~ -' '. '- ~ . '. . 1 ' '
~;;.~' ..'..1:....~ '~Vt~::;,~:.~. ~6h~. 'c' '~~~"'~""'~" ~';'~""'~"":~:':': / 5.7' ~~!'~J~ ~j: i. \ ><.~)9' '. ... " .:
MifEL BUWPS fOR ALL HEMY' / ~I '_' .~, ... - . , , , . - .
IN PARKING STALLS NO NEW LIGHTING PROPOSED / x, ',' ". -. -, ' . ,I, ,
(TYPICAL) ONLY LIGHTING CHANGE ARE /LLJ\., '.' ,',\',',','.' I
TO REPLACE EXISTING I' ',' - '. " . ()' , , '-
SECURITY LIGHT FIXTURES WITH /////' ./. . /7.' f-l// ' ,4.J " I
HOODED FIXTURES AS )f', \ Ll.. -, '1 '. .
REQUIRED PER SDC 4.5-110 EXISTING SECURITY LIGHT // \ ~ ' "
TO BE REPLACED WTH \ \ '\
HOODED LJGHT FlX1URE /
_ . MEETING SDC 4.5-110 / \ <1}
.L. 8300 / ''-_ AJ
AREA; 14377 SO IT ~/ / //
~ STATE FARM INSURANCE ~
J / BUILDING /
::( 1310 MARKET STREET /
// EXISTING ROOF AREA 2870 SQ. FT. ~
EXISTING SINGLE STORY BUILDING /
o 10-FEETz AT THE GU"tR LINE AND / ////" /./
/ , 16' MAXIMUM AT THE . GABLE PEAK /, ' / /
/ / I
~ ~*- ~
~ ~~ ~ ~ 0v'O ~
~ ~(j <<-~:~,O ()~ ~
~ ~<:j 'v ~
,/ 5 4t ~ /
'i//L.////////L///////{///_ J
" I
.~---&-/
<1
'<
10
GRAPHIC SCALE
o
I
~
5
I
I,
10
I
il
( ~ '01,>
1 inch - 10' Il
ENTRANCE. NOlE;
NO CHANGES ARE PROPOSED TO
ANY EXISTING DRIVEWAY OR ALLEY
ENTRANCE TO THE PUBLIC STREETt
THERE ARE ALSO NEW NO
ENTRANCES PROPOSED.
I
I
T.L. 6700
T.L. 6800
WA TER MAIN
o
J:
...o~ .
S5 S5 S5
EXISTING ALLEY
ENTRANCE TO
REMAIN UNCHANGED
I
01:i
Ilti... _ ~
-Dl:L- -DH
nH
()~-
- Ill.;i.;
Si':e
State -=-arm .nsurance
Por<ing Lot :X )onsion
Owner: Cor.<ey Gour'ey
Address: .,. 310 v1ar <et Street
o
'J:
TRIANGLES TO BE
MAINTAINED PER
SDC 4.2-130
40'
-18'
o
:J:
, .
- TWO NEW STREET
TREES ACCPT ABLE
FOR OVERHEAD
POWER
-.L. 8100
t--
I I J
~
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<(
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l
I I I
Lu
g:
C/)
.~
,~
~
~ g
-,
>-
,~
~
~~~ ~~
~r 23.8'
.~i5 EXISTING DRJVEWA Y
G1 ENTRANCE TO
REMAIN UNCHANGED
EXISTING 6'
WOODEN FENCE
. . . . ~
- . ..." ~ ... ,'.
\ u
\
\u
\
,/' "-
n ~~
~
I
[j;
r
I
~ I
~- hie l2
iJ ---J I I .
r-Q-~/////////////////////~
/ ~ SINGLE STORY HOUSE ~
/ 1450 CENTENNIAL /
/ BOULEVARD /
/ /
~ ~.,
/ /
~ T.L. 8200 ~
'i~///(////////:~::(/////;c-D I "e
<I -- --- EXISTING 6' ~
-- --- WOODEN FENCE
--
*
'.
~
~
e
<:5
I .rEXISTlNG 4- SANITARY
~/ SEWER SERVICE UNE
SURFACE
INDEX
\
\
~
~
o
C5
~
,
I
6
INDICATES AREA
OF NEW AC
PAVING
INDICATES
EXISTING AC
AREA TO
REMAIN
o
~
0)
~
ti
~
VISION CLEARENCE
TRIANGLES TO BE
MAINTAINED PER
SDC 4.2-130
~
INDICA TES
EXISTING
~
t
0)
~
0)
~
C)
c:::>
<:
INDICA TES
EXISTING
<JLl
*
........
:........
f. . .. .. . .. .
; ... .. .. ... + +
INDICATES NEW
LANDSCAPE'
AREA
16.0t
INDICATES NEW
WA II:.K QUALITY
I SWALE AREA
\
\
\
\
\
\
\
\
"-
-4#3--
/-,f r
"-- EXISTING ROOF J !2{
DRAIN SYSTEM
APPROXIMA TE
LOCA nON
I> : · : . : . : · : ~ :
o
J:
:. + .. .. ... . .
-. "....''''-- .~- _.~-- --....-....."'-..,-
, ''''-NEW STREET TREE
: 'i' 1" "'4 . I ACCPTABLE FOR
I :1 i s ~ OVERHEAD POWER
2~ _ . ',-- EXlSTlNG 8- STEEL
-EXISTING HEAT 24.7' ,Jill" 'i'J~'.1 WATER MAIN
PUMP TO BE I 0 .' I J d
SCREEN BY SIGHT EXISTING RAISED- I-W w_ ~ ~! I 40'
.. OBSCURING FENCE LANDSCAPE AREA .~. o:t~ I 4.> J
- - -. - - - T - - - - - - - _:L - - - - - - - - - - ~- ANDOFFICE-S1GN..J :J.
PROPOSED ~ <1 18'
7' P.U.E. JC
.I. !I. 89'41 'OC( l W 73. t6:. <I . ' · t-"'---" '.=C.. ~ > I K EXISDNG FIRE
fI ' .1 . .1 ' <J :J:, ' \ HYDRANT
,<1 : CONC~E,TE SIOEW.AL~ 5..0' ~ .1 .1 <1 \
<d '4\1 '. <1 <1 ' ,}.I \, VISION CLEARENCE
oJ /.. TRIANGLES TO BE
_ _ - ~ r · MAINTAINED PER
_ - - ~/ SDC 4.2-130
EXISTlNG~ ---- ( /' I <.I,
STREET TREE _ - -- ,
__ -- -- EXISTING UTIUTY ]~
- - -- -" ~ POLE ~TH " .,/
, - - -- ~ SlREET UGHT~E:XlSll;~ STOP
DNAPL's NOTES
Prior to ue or delivery to the subject property. the
contractor and aU . subcontractors workin~ on. the
proposed site sholl provide the applicant s engineer
with copies of Material_ Safety Data Sheets (MSDS) for
all hazardous materials prop sed for use on-sie.
-
" .1
---
<:1
~)..
.~~
(j~ <J
~~
_ (..) c::s '
x
A copy of the MSDSs for all hazardous materials used
on-site shall remain on-site as required by law.
All uses of Dense Non-Aqueous Phase Liquids
(DNAPLs) are prohibited during construction and
operations of the site.
During site development. contractors and developers
shaUbe responsible for the safe handling and storage
of chemicals. petroleum products. and fertilizers. as
, well as the prevention of groundwater and storm water
runoff contamination.
. <1 .
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EXISTING BUS
STOP
r--
1
j
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Ll ,------ - :-- _ _ - - - ---...
// l .1 '\.
d/ ~ I J
~ -- j EXlSnNG l-
DRIVEWAY ""
I <I II ~~ '
-~
/"'- \
,/' 'fXISDNG~
"a../,/' STREET TREE
~~ --
..- '"
---- ~
"--
EXlSTlNG~ ]
STREET TREE W
Hazardous materials used during construction.
including paint and cleaning materials/waste. shall not
enter the soil or be washed into the storm water
system. All hazardous materials shall be stored in
adequate secondary containment.
During site development. precautions shall be taken to
prevent fluid-containing equipment located outside
from leaking. including providing a dedicated area for
fueling and maintenance of equipment. Such an area
shall be prepared and ,maintained to prevent spills or
leaks from migrating to the soil or storm water
system.
EXlSTlNG 3/4-
WA TER SERVICE
40'
.. PED
RAMPS
EXISTING G1A TCH BA~1N
RIM jf~~61
B- IE OU~(S) 454.M5
,
40'
EXISTING 3/4-
WA TER SERVICE
19'
~
~
19'
~~
::JVl
~Q
(/)Vl
It
~
~~
s:::V)
~
l.aJ
~
~
30J_EVARJ
C-\'--\-- "A
:.'J : \-
Ci.
,
~
Q~Jzf~ &~; l(ZOj
!l~ ~').-~~~
~+o LxU.Gli.t~ ~ .
CORKEY GOURLEY,
Mohawk Shopping Area
Centennial Blvd. at 1310 Market St.
OR _97471
SURVEYOR'S NOTES
ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD DATUM,
BENCHMARK NO. 230, SQUARE CHISELED IN THE TOP OF
CURB AT THE SOUTH SIDE OF PARKER STREET AT THE
~ JUNCTION WITH MARKET STREET. ELEVATION: 459.20'. PJ-
EXlSTlNG 12- STORM LINE J
as os - -os os os . as os .os os c...\1.
_ . as_ ~lIN(; .
-- EXISTING 8 Col. WAIt.1t ~ ~ s Os ~ Sl(~/~
MAiN 1o-FEET SOUTH l.~. ~S) Os ~ LINE'
OF CURB v~~ I Os ---n('o
=:::----. /" / - - --
::s:
~os
os .
os
os
os
os
os
.os
<J <1
36'
- EX/STINe.
DR/VEWA Y LJ <J
ENTRAN( E
S5
1<J
~~
5S
. S5
, S
.1
ad
<J
. 40'
18'
EXlS11NG. ~
SlREEG;
EXISTING
3ACKFLOW
,><0 DEWCE
EXlSnNG ~
SlREE~;
'-l
<J
d
Ll
<J
35'
.1d
EX/SDNG
DRIVEWAY
ENTRANCE.
<1
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4 <J
~
<3. a
E.
EXlSDNG
STREET TRI E
~
~<I
EXISllNG--;)--- 1<1 '"
25 "'PH 'l
SIGH ,-'<1 _ .
.d
:J
EXlSn~G<J
,OR/VEV(A Y ,
ENTRAiICE
ad
. -----
<I ~1 '"
27t
40'
18'
EXI~~~
-' STREET ~EE ~ ~ 6.<1 .:1
'~ ~~.
I
, PrO
RAMPS
I ~
EXISTING 8" '\
STORM LINE '
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20
I
40
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s
<J Ll .1
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~
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l.&J
~'
~
(.)'
SONCRETE SIDEWALK <J
.1
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EXlSn'lG STORM
DRAIN MANHOLE
~ EXISTING 12-
J\ \ STORM LINE
os
EXISTING
CA TCH
BASIN
"
STREET TREE NOTE:
STREET TREES SHALL BE
THUNDERCLOUD PLUM,
PRUNIS CERASIFERA, OR
AN APPROVED EQUAL.
"
\...
"
,
""\
""\
DatE~ Received:
OCT 1 7 2008
;:of 7 p01)l3
r;nal Subrnittal
REViSIONS
BY
~"PER QTY 'coU.:EHlS
.u
8/28/08
..",.I
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WI~
>(Yl&J
O(f)~
Ck: :::s
('l C)
~ ~
~
(Y~
O<(~
~g::
008
/,
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0""
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~
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ii:
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::) j!:~i ~
!l2 ~ ~.... ~
~ ~~~~
DATE JULY 2007
SCALE AS NOTED
DRAWN JEE
JOB SVA06-125
SHEET
2
OF 6 SHEETS
'1.50' 2.00' - . 1.50'--1~'
NEW PARKING LOT ~
GRADED TO SHEET .
FLOW TO SWALE 4.. ~ ~
",1//////////./',/////////// ~., NA~ 4~1~/. A'
, '. ,'/; . ' AT Q"TTflW ~', '
. 4"" ,.y " "-
"/ /f4. 'y )'~', ~
2,5- OF CLASS '8' A.c. O~ /, /("<'~ ' /
8- OF 3/4--0- CRUSHED ROCK O\.f:R......../ >)
COMPACTED SUBGRADE '/ , / /
18- OF GROVIING MEDIUM OVER ~ , ~
12- OF NATIVE AND CLAY SOIL MIXTURE OVERV"~ /", '//" ;(/'" "// '
EXISTING NA TlVE GROUND.../ ' \. / Y /
/, /",
TYPICAL SWALE SECT/ON
NTS
Vegetated Swale Notes:
1. Topsoil or planting medium will be clean topsoil and amended as
required to help establish growing the required plants for the swale.
Soil compaction of the growing medium shall not exceed 70%.
2. Swale sholl be planted with native grass and low-profile shrubs
to completely cover surface.
3. Area under the swale shall be tilled up and non-pourous soil shall be
added as required to keep surface waters from infiltrating into the
ground.
4. See landscape plan for complete planting information.
5. Prior to occupancy the swale shall befully vegitated with all plant
species established.
EXISTING LOT AREA: 14,377 SQ. FT.
EXISTING BUILDING AREA: 2,870 SQ. FT.
EXISTING PARKING LOT AREA: 3,000 SQ. FT.
EXISTING ALLEYWA Y: 785 SQ. FT.
NEW PARKING LOT AREA: 2,540 SQ." ,.
PROPOSED GARBAGE/BIKE AREA: 120 SQ. FT.
TOTAL IMPERVIOUS AREA: 9,315 SQ. FT.
IMPERVIOUS AREA COVERAGE 64.8%
LANDSCAPE AREA; 5,062 SQ. FT.
LANDSCAPE COVERAGE 35.2%
SURFACE
INDEX
.~ ....- . - lo'
t '" .. .. ..
.. .. .. .. .. "I
.. .. .. .. ..
.. .. .. .. ..
, .. '" .. .. ..
.. .. .. .. .. "l
.. .. .. .. ..
.. .. .. .. . ..
, .. .. " .. ..
.. .. .. .. . ..
.. .. .. .. '"
.. .. .. .. .. ..
.. .. .. .. ..'
J.. .. .. .. .. <If
.. .. .. .. ..
.. .. .. .. .. ~
.. .. .. .. ..
.. .. .. .. .. ..
.. .. .. .. .. 1
INDICATES AREA
OF NEW AC
PAVING
INDICA TES
EXISTING AC
AREA TO
!
REMAIN
r1
",
INDICA TES
EXISTING
GRAVEL ALLEY
<1<:1
INDICA TES
EXISTING
CONCRETE
SIDEWALKS
!1
.. ... .. ... ... 'It ..
'....+.....
.. ... ... .. .. ...
INDICATES NEW
LANDSCAPE
AREA
INDICATES NEW
WATER QUALITY
SWALE AREA
.. .. ... .. .. .. .1
...y..
.. ... .. .. ... " .,
.. .. .. .. ... ... :
... ... .. ... ... .. .;
.. ... ... ... ... ... ,
.. ... .. ... .. .. ..
J. ... .. ... ... .. .. 1
Private Storm Drain Notes:
1. Storm drain pipe shall conform to either ASTM 3034 PVC pipe. concrete
pipe conforming to ASTM C14. Class 3, or be HOPE pipe with a smooth
wall such as "N-12" pipe as manufactured by Advanced Drainage Systems.
Within 5 feet of a building_ drain pipe shall be ASS piping or other type
of piping conforming to the Uniform Plumbing Code.
2. Backfill for the drainage pipe in paved areas shall be granular backfill
compacted to 95% maximum dry density per AASHTO T-99 test method,
and in unpaved areas native materiol shatl . be compacted to 85% of in
place dry density of surrounding soil.
3. Area drain in landscape swale shall be prefabricated area drain such
and may be plastic or steel. Area drain shall have a minimum surface
area size of 12.x12H.
GRAPHIC SCALE
( IN .fut )
1~h;10 ~ ~
.N
NO / t.:
1) ALL UTILITY LINES THA T SERVE THIS SITE SHALL BE
PLACED UNDERGROUND PRIOR TO OCCUPANCY:
2) THE EXISTING CA TCHBASIN AND ANY NEW CA TCHBASIN
SHALL HA VE OIL/WA TER SEPARA TORS INSTALLED IF NOT
ALREADY IN PLACE ON THE UNITS_
.-- 6700 TL 6800 I. ~
. . T 6 900 6 r- EXISTING 81# STEEL
')~ ~ IX1STING 4" SANITARY · -- ~ ~<1 ~ WATER MAIN
<;)'0' i;l /E~1;~G s:;:r:IJJ:: SEWER SERVICE FOR EXISTING 4" SANlTARY----..... :./" /
._~--_-------------~I _________~_____________,_.__ __~FIC~BUILDING ___ SEWER~ERV1CE.:.'NE __~_________ ~7V' / M
/\ ' ',,' , - - -1- - - ~
, , , . ~' . . , '.: /. ':--; " EXISTING '8~'SANITARY. . t' ' I P
_ ,>_ ~ _', . _~ ' - 'i' " ',.., EXISTING GRAVEL ',. ALLEY,. S!89'4I'Q3 E 13Q.51 , . SEWER ~AlN UNE .~",. "10.S 'EX/S,TIN,G 12' pur f ' il:l 12'
, ~~ , .~:;, :;, ---'-'--'-,::'::' ',' .':l?, ' ::',' If ,,~ vEGE:TATE.1i STORM:>';' .>.>~ ->-> ~ ''>r.' ---.>-> , - -'.) I''''~ t~"" : '7 . "", 6- "STORM GR A VEC A lLE YWA'y ~- j'
- - /.-- SS SS ss, SS~ I- s; , ss
, ',0,' WAI/:./f 1RE~TIIENT L 6- IE OVT458.10 _ . ' , ,: , . L- 89.0" , Il E(/SnNG ~ i!!
. '. " ,'t , 1 '1tSWALE,27~LSq.Ft. I .'" f ~ " .' S-0.01oo' ~TEIEPHONE I Q
~ - QH ().l:i. ().l;L ()I;;f... ....Ql-: _ _, ~ L ,- - ' l J .fISER
j IF'' ,/" ~t~:d u.. ------1~" -->H--Ufr"--- ~~SJ/:k:;;'. (' lJIi o<1'--OH"-Oti-"7OH--QH- ~~-OH'-~~~ ,,-~:~..-
;0 _.~~' .rllllI.~S:ll(J.J.l.J..J,gJ.J..~ J.."J..o . -. ,?:.~-:.~.:.:q;... 0 /y, -0"''')-0 C "\ (0 [} :J C 0 C 0: ~ ~ ~ "''''' 40'
r .: -: -: -: , ~ : -: i:-- ::n>:-- h ' , I,': "-_ - -= ?Sn I EXISTING UlUTY---. ~.... '] <J
EXISTING 6' . 0 I + + . ., I + 1 . lYl . .. r:~4~~" . . . "- -J POlE I I 0
'OODEN FENCE ,J. . . + , , . . , , , , . . , , , . " "'" "~ . . . . . I~,' '. . - - == .
.1 _
I . . :Q. , , , , 1 'C:). . . . , . If) . , r ' , , . , . , . , ,. '. I' , ".I". ,'I " .,. : " I ' I
/6]:::::::: ::::::::: 1:::::::::::::::::::: :,:::::::::: :~~bR~l:::::::::: :,::',:: ::':~;<J~> '~'J;:':~~~'~':~L'.,',,'T", ,COviRRf:~5f:sAGE, ',"~' *~
......+. :':':':':1:'-,:':':':':':':~:':':r:'41.76":':'4":Pvc.t0:':':':':'1:': " '-~-~'~"'.",' ,'t,'" ','AND,BIKE',PARKING ,.", 2~
:r: j....... -: -:.:- >1':~:':':':':': .~.:': 'I:' :WIOE:' :PflOP.OSED:SWALE':':':':':'~': ,"',1~4','""',,,",,' "I'. l::;:l .1
o .. . . . . + .. :':':':':, : ' : ' : ' : ' : ' : ' : ' : j : ' : . : . :PARKiNG: ' : ' : ,L-23': . : ' : ' : . : ' : ,I: ' , '\: ' ,:',,',',', FLOOR'DkAIN' --, ~,-~ "
J ........ ':':. ~4.!61' : ' : ' : ' : . : ' : ' : . ~ ' : . : ,I: . : Let: ' : ' :S=iiJ;020:MI'N: : ,~-, F!VQ' ,':': ,t.. "", CONNEC7E) 'TO' w
i .. . . . .. :.:':':': 1 : '~ ' : ' : ' : . : . : ' : ~: ' : . :" : ' : ' : . : ' : . : . : . : ' : . : ' : ,E,Xls'TlN.G,,:- :- ~. 'j"" SANITARY'~WER' ,I
LANDSCAPE REA ~ " ... ,....',', .'...',.,.,..', ,.,.,...,'. 62" WIDE'PRIVATE' , ' , SANITARY, ' , ,tJI\' 140'", ", '" '" " r:-', , " ' I ',x I a
,. . . . . . .. ,'.',..'. 1 ' ' , . , ' , ' , . . . , ' , ' . ' , ' .,. . ' , ' P. R. . 'G' ' 'SE.M N' , ' , 'L'A'TERA{ I' . , . . ' '- " . '/ ' 0 0
J r--:::::: ::::::::: 1: : ~ : : : :~~6~b~~~~: : : : ): : : : . (~;i~WAl~AJ~b: : ;.~i~~'~~: : : :~ Y~", ',' ,'. ' tXlSlING,OVERHEAD ' ,~~~TO::ShL1Jg , ' ':z;' . ~<1/'--- Ef/t:ffp6~Jfor::
:i: ........ ':.:':':. t-:"'.,:", '.., ,Irl,.' '-1:':':". ,TO.OFFIOr...,.:', ..,." .r:,: ,tJ1 / ,.,' ". '~/TlES TO BE PLACED "6-}E'457.20', " , /' CURB LINE
o b. · . . ',',..., '1' 'fQ, SE:wER .&.U'UTYd....'. P8EV/OUSLY,.8EF.ORE"".",' 'I'" ';.1/ .':t;, '- 'I'''' 'DG'D"'''''n DU'D'''',. S1TE ' . , , ' ,~.. X' ,
I C) . . .. ' . , . ,. ,..,."""., f.,OT LINE' , , . . . , . ,. -G v - ---. VI'f, n' nvv,'fU nll'fV ....
~ ........ :::::::: : I:E S~M~N!: ~O~: ~ :8~O :,: : : : : : ~i;)jUSrMENT WAS: : : : : : : : : : : I: : : : ...:-:-.. .~"'; " ,,,,. , ' CQN,S1Rl!eTlON' , , . EX/SnNG CD I 'Ill ,,~,,~
<0 .... , , .' , ~. , . , , , l2 ' . , , , . . . , , , , . , . . " . tJI. . ' RIM 458 0 , :;D ~ D-.- Svr-
j . . . . . .. :.:':':' : I : . : ' : ' : ' : . : ' : ' : . : ' : ' :" : . : ' : . : CQM~LETED)' : ' : . : . : ' : . : 'I: -: ... Vl\ . . . . . .1 ' . . I ' , '. " .1 " " ,III ' I 1
l.t..J
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. . . .' , . , . .J.. ' , , , , .' "I'.'.""'.'.'."'.. · () t &....L.-
~ :;::::::: ::::::::: I : : tP> . : : : : : : ~: : : : :1: : : : : : : : ~EW :~SP. H~L!: :: : : I: : : ::::~::::: <I L1' <;J:' tl' ~
~ .:.:":.:.' : : : : : : : : : I : : : : : : : : : : : : : :: :::::1:::::::::: :EMPLOYEES : : : : : : I: : : .: .-.\- 0 . S ' ~8 W~ ' " ,~ '..2
C) ......." ':'7:"";'W':"':'r:':': :':':. ,:,:,1:,:, ':':P'A'R"K"N'G"'L'O"1:':':I':'....~//////////// ,..', ", ,,' 'O(l)::i,','-', ".\
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:-:.:-:.: :~~Ilf:::::~::::: :'8.t(:: :~:::: f:::::: :.@s4h: ~:F.(:: Cr:: -:~ 'LANDSCAPE AREA ~.t ,~~,,' ,;;" 5.0' .-
~: -: --: -:: : : ' : . : ' : : I : : : : : : :: :::::: :::::,:::::::'::, i . . : : : : , : ~ : , .: : : : : : : : : :'. / : /' " [XI STI N G' I 0.. ""., 'Z ( <I
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. . . .. - . - I -<.;-' ~ .~. . -l.<l' . . 1 ' . . . . . . , . . . . . . . · . . T · . . / ~~" I " .( ;/ ,
>::::::::::~'~'::::!::::::::::::::)~~~~i:~~::::::{::::~~':::::::::::~:::::(::::::;( ~~ '\. " ,~ .' lOT} 'i' J ' ",. ,,-
"'~ 0 ~ D filG89t41'fJ'.3" W o6i98' -c ---&ATE Dot -0 D G ..c." ~ /~ 5.7' ~! _\'K,(Q> ' , ,1,'.,.., '~~ :'< ~Lu
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'. lJ e VE~;~GS:;J~IJJ:! ~ /)/////)/v~\ ' ,,~ :." ,. . ' ,~.. ,~, , ' . 'I~ 23.8'
't",,---~ / ;(\ (",,' , , ~ : \
r e i;l ~ -.L. 8300 ~ \_ <I )';;-,-~ <J
I e i;l / AREA: 14377 SQ FT /J/ // //~ :t \ . ,. ,
p :i5 ;( / 'i' \ .~-
T is i;l :/ /. 0 \ '\
(1 I // STATE FARM ;( :t I
- -1- '" -.. __ JI ~I ~I 0) / 'NSURANCE BUILDING // :~ 0;" \ <:;;(1
~ ~ 1310 MARKET STREET " / ~ ~ <J
Ir~~/.// : /// ~/~/ ~' ", 4,,~ "
~ ~~~ / I ~'i' /1 , ~
, / SINGLE STORY HOUSE / ~ / ~' / EX4STlNGie 7-f--- <J
/ 1450 CENTENNIAL / ~ / ,'>..."?- '" _"- i\(() / * /REE I, ~~ I JjJ
/ BOULEVARD / <:>;( 0'<.. '~0 O........~ v / d, ~ ~
: ~ ;( ~/ / ~ ~"~~ 0'" ~ f I ~ I ~
I // // ' 16.0t / ~C\ V ~ / l EXISTING . 'i' ,I ~
\ ~V / I ENTRANCE. '/.
\ / 8200 / / 54' // / UGHTS 'i' 3:1 <
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\ <I ...... .-- EXISTING 6' ~ EXISTING ROOF J ~ * e- - -
\ __ __ -- WOODEN FENCE DRAIN SYSTEM 2 " ,~'- EXISnNG 8M STEEL
'- -4~-- APPROXIAM ATE J.. L ;() WA TER MAIN
- ___ LOCATION EXISTING HEA1 PUM I I
" '4 SEE LANDSCAPE 24.7. , U-1111'..u.L .
r::J PLAN FOR SCR ~ENING TO. .
".~~ ' INFORMAT~)N EXISTING RAISED- I-~~-
~t <I = ---.---T--------lE.----------.- ~~~D~~~I~~-~~J:..J ~~
, Q c:i PROPOSED Q.. ,.....
7' P.U.E.
.t
NO/t.:
* PLUMBING PERMIT IS REQUIRED TO INSTALL
THE PRIVA TE SANITARY SEWER LA TERAL
REQUIRED FOR THE GARBAGE FLOOR DRAIN
* PLUMBING PERMIT IS REQUIRED TO INSTALL
NEW STORM LA TERALS.
5
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I ': Oregon law requires you to follow the rules
adopted by the Oregon Utility Notification Center.
Those rules are set forth in OAR-952-001-0010 through t
OAR-952-001-0090. You may obtain copies of the i
rules by calling the center. (Note: the number for the
Oregon Utility Notification Center is ~503) 232-1987).
~
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SURVEYOR'S NOTES
ELEVA TlONS ARE BASED ON CITY Of SPRINGF/E LO DATUM, BENCHMARK NO. 230.
SQUARE CHISELED IN THE TOP Of CURB AT,.,. IE SOUTH SIDE OF PARKER STREET
AT THE JUNCTION WITH MARKET STREET. ELEVATION: 459.20'. .
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Date Received:
Final Submlittal
3 of 1 fJl(~l)
REVISIONS BY :
-~ Pot CtTf ~TS
a
Q/28/08_
NOTE: THE UNDERGROUND UTILITIES SHOWN ON THESE
PLANS ARE FROM UTILITY LOCA TE PAINT MARKS AND AS
BUlL T PLANS. ACTUAL LOCA TION AND DEPTH SHALL BE
FILED VERIFIED PRIOR TO CONSTRUCnON AND
CONNECnON TO THE EXISTING UnLITIES.
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DATE JULY 2007
'SCALE AS NOTED
DRAwN 1 JEE
JOB SV A06-125
SHEET
3
= OF 6 SHEETS
fAY BE USED SHORT 'fERN
W/ UTlUTY WORK AND W/
PHASING Of DEVELOPMENT
~ BASIN
HTS
ARn DRAIN
HTS
FLOW
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USE
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DITCH INUT
HTS
EROSION CONTROL MANUAL
lIO-FL.cri _ FOR
'1'DtPCIIMft' NET flROJEClIQN
Detail Drawin?, 4.2C
f1l.I: .." ,I, "" 'II.." .S ~ IIIlIN1NG fILDf t4
SEDIMENT FENCE APPROVED EQUAL:
APPROVED EQUALS TO SEDIMENT FENCE MA Y BE SUCH
ITEMS AS EXISIGN VEGETA TED BUFFERS, COVERING AREAS
OF DISTURBANCE WITH MULCH AND STRAW WATTLES.
ANY AL TERNA TlVES SHALL BE AUTHORIZED BY THE CTY'S
INSPECTOR PRIOR TO USE IN PLACE OF THE LISTED
SEDIMENT FENCES.
SUSPENSION
CORDS/RODS
IM:._~'" ~
FRONT VIEW
- STOR'" ~ \
PIPE ()
'~L
/:~1
,~~, ,. REBAR FOR
;'.}.' BAG REWOVAL
~\'i.
I ~\:;.
~..".
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~ 2.x2"x3/4.
~~'~ RUBBER BUDCKS
~ EXPANSION R~ I r<AlNT
)?1i: '---rILTER SACK
(,.. ,,11.\
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.1.<t~... -r...::..,.. f~\"............\ ,10.4..,1"1
........ SACK
SIDE VIEW
NOTE:
INSTALL SILT SACKS
AfiER FIRST UFT OF
ASPHALT HAS BEEN
PlACED.
NOTE:
RECESSED CURB INLET MUST BE BLOCKED WHEN USING ALTER FABRIC INLET SACKS.
SIZE OF ALTER FABRIC INLET SACK TO BE Dc.1C:,KM1NED BY MANUFACTURER.
DRAWING NOT TO SCAlE
EROSION CONTROL MANUAL
FL.ctC FIMIc
NET PROfECllOH
Detail Drawini 4.2H
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EROSION CONTROL MANUAL
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'i' . EXISTING GRA Vfl' ALLEY, 589;41'Q3" E136.51' "',2' PUE"J . ~~, 12'
, I" c<
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, . " - "POLE: '",' I ,? OR ~PPROVED, EQUAl1 INLET PROTECTJON' ,':,,: ",' ""', , ' " ,:,' , ,,", ,~~~PHONE) " B
~~S:~1:~'~i[\~~V~--: ~ ~~i~C" .~7.~g - -4~--~----.""~~~~'1;kOf---~~~6f~~~:c;~~\;(~ - rOHJ~~SER.OH'\~~ ;l-~"~~-
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t ' , VE'GETA TED ,:) IvRlJ WA TER lAC) ~~, I ' ~ . 40'
'f)~N . , - ,TREATMENT SWALE 272 Sq.Ft.r r:. \l~ ' ~:lo:': ".t'~,:,,~ : - -~ ~q "- " EXISTING UlUTY - 1 ' '} <J
\ ~ .ll( ~ ,~ y IIY' '( Y Y Y Y . 1 . .. . .. '.....'" - '. ',.', ,f-";;m -.J " POLE 0 I.',
iNCE .>:.:.~'A..:.i':':':':.:'~..;-:'~!i6.r.\:.1.:.:' ':.:.~:.,...::iit;.A;;:.':('.~~r I ~ 1 t...;.,. o:r:= 1 I .1,
: . : ' : ' : ' : ( . : ' : . : ' : ' : ' : ' : . : ' : ' :,< -:" :- : -: .
, ' . ' , ' , " ,'.'.',.,'.','.',',',.,', \,','. ,'.',',...,..'.'
. 4< , . . . 10 10 . . . .
F NCE OR . . , ' . ' , ' , ' , ' . . , ' , '" . A
~.. .....,',',..' 1 '. . , . , . . , , . , 'r ' , ' . ' . . .' ., . , . , ,., 'I' . , \ ~
APPROVED ....: . : ' : ' : ': :,:,' M'LP' 0: Y'EE' , : ' : ' : . : ' : . : ' :--: :':':':':.:':.: .,: . : ' : ' : . a ~ ..
RQUAL .....' : ' : ' : . : . 1, : . ::. : : : : :':.: ,I: ' : . :' : . :'- -' ;.... ~, : . : . : . : ' B'S ' : I' : ' : ' : 459.10 I 1 1
,............ :':':':.: 1: '~ARKfNG :LOT':' :1'11~~6':mQs: :.:.::-:~: r-:;,bt.~, ~': ,,:,:.:. 140./ "- 1 1
::z: I. .'. . . .. ':':':':' 1 ' : ' : ' , ' . ' , . . . . ' : ' : ' : ',fAR,KJfi/G : Lqr. ':':':':':':':':':,':':': . I > EXISTING 1 0 1 f :s
:> ;. .,. . . ". ::::::::: ::: 2; 540: Sq' .:f t.: : : : : : : : : : : : : :: :::::::::::::::::~,:::::: i>) /" f :r: I ~
EG-FNC . i-:': :r;"'; : : : : : : : I : :~ : : : :PROPOSEO: : : : : :I: : : : : : :62' :WtDE. pk/vilTi. : : : : : : : : : , . : : : : : ,I ~;.::/,'~J I : ,.~/,rE;Zs~ff/;;JO:'
'458.2:" :;:::: ~1 :::-<~:::;:~ ?~~J~~~6~: ~[1~~1~d.: : : : : :(:::~A:Pt:I<'t!::~ : : : : : : : : : I: : : :181:: / -t,. ~ - - ~ --- -..--/) LOT: i5 ~o cH .('s'o(/)- ' CURB LINE
C) ......... :':':':,: 1: 1 , .','. .', : , :,,:,:,:,:, TO :OFFICE' : ' : ' : . : 'FG-AQ: ,'...... C/-AC , ~ "'0' 'l-tit-'"
N .,.. { ,',','. ~ ' '~ . , ' , . , ' , ' . ' . . , . , . . ' , ' , ' 'PREVlOUSLY. 'BEFORE' . ' . 458.65.' \. . .1. . . . 9.0J~ I <( 1 t.&.J
(() J.,:..:..:, ::::::::: ~: ::::: ~ : : : : : : : : : ,: : r : : : : : . : . :LOT'DNE. . : ' : : : : : ' : ,': ,I: : ~.. .. . . "... ' ~ BIOFIL TER BAG U ~ I 7 ~
I.4J !......,./:. '~:': ..,,~ :':':.:':':':' A:: ,,:':':' :AfJ.JUSTMENT'WAS':':':':' :1':' ......(). INLET PROTECTION 1 f 0::
t ~.. · . . J :': ~ : ~ : ' :' I : ' :c, : ' : ' : ' : . : . : ' (, '\' :1' : ' : ' : " : 'C.O',(PLtW) : . : ' : ' ::' : ' : 'I: ' : .. ........ <1 ~ ' tu zU.(1
~ .... .", , 0 , '\ ' . , , , , , , . , , ',' ,. '. , , , , . . , . J. .. . "<v) 1 0
~ . . .. . :': :':': 1 : ' : ' : 11S.9,' ; . : ' : ' : ' : ' : ' :1' : . : ' : " : ': :':. ': ' : ' >/'\' ' , : ' : ,,: ' : .. i .. - 0 . 'S 0 . ~
~ .... 1.. ':. :': ' I ' : . : ' : . ~ ( , : . : ' : ' : . : ',: ' : . : ' :, ' :' ':':;':':., : : 3: a': ' . . ...... / / / / / / / / / / / / ~~ ~- ~.1
8 (: . .1. ::: ,:::: 1 7: i1iw: : : ~ : ~:~ : : : : :.: : :1: : : : . : :: : :: .:::: ': : : : : : :: ::::: I: : : .: I.: 0- ,~ II g ~ /
<: . .. ..':':':':' PARKiNG:.: ~ : ' : . ~. : ' :" : . : . : ' : . : . :' ,':':.:.:::,:': ,;: ' : ;':' ,..... SEDIMENT FENCE ~ -:::::.----7 frl ~ ~ · ~ ( <1 '
6 WOODEN J....., ,Fr-AY', I .::r-, , , , 'r''' AC' ,...., " , , '" "..",,: , "I' / I. I _ rn '> /..1;
FENCE ..' u "', , (5, , . ,ru"" "-....,...,,, ",. FG AC' '. / WoI t:::tr ~
EG FNC 'l .. ".j.' : 459.'25: ' 1 . : ' : ' : ' : ' : ' , 459.05J' :'i~ : ' y' . :' . :' ':. 1 :':.:': -: '458.8S \\.~ ""/ / ~ ' ~ ~
.45i75\[:~;~:~:~~~:t.'#:++~::::::+~:::f.8~:::~:::-:;~.:~~:-~:+::~:?%r:.~-:>:a /~~-, : 'i' r~ '.4-
~~D:M'E~~ ~EN~Ej' . ~9:4;o~~i~~9.E~-~C. '~i~i,~A~~ 'F~N'C~ . . . ., ~~~~~/~ ~/I i~~.~'-' :' ~ 'i' '~
\ OR APPROVED EQUAliS 458.56 458.65 OR APPROVED EQUAL 458,8{) a ?/);;;;//~;. 4.... i' ~ 'i'U < 23.8'
/ ~\ ('\ 'i" 13,
// /\ <J) \ <1
T.L. 8300 / ~___ ,A L \ ~~
/ AREA: 14377 SQ FT ////' '//'i \ ' ,
/ /, / 'i' \ \-
/ // 0 I '
/ STATE FARM ~ I .1
/ INSURANCE BUILDING / \
/ 1310 MARKET STREET / // /~ ~ 4,,' tl 4
/ /. I!
? o~~~ d~ ~~ ~ * ;~:G~~:~ <J
// ~ <<.~ ~~ ()'\ :/ / EiISTlNG~ ~ I ~rt,.
/ C'\V 'v / ~ Ef'{rRANCE. I Y
/ 't>-.V / ~IGHTS. I
~ ;; / I 0
/ /:r: I
_ / / Jlllllillll~ ~
~ 1 0 't
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---.- Pf.O~~~E~ ------------- ~-- ~~D~~~I~~-~t:..J ~~
, '<
&
(i;
6800
-.l.
6900
NOTE:
NO FILL MA TERIAL CONTAINING HAZARDOUS
MA TERIALS SHALL BE USED ON THIS SITE.
10
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6" WOODEN \ r- "-
FENCE II '---.--- ~
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rQ-,//////////////////////'i
! / SINGLE STORY HOUSE /
/ 1450 CENTENNIAL /
/ BOULEVARD /
/ /
/ /
/ '_' 8200 /
'i~///(///////:~~~://///;-D 1 [~
<I ~ EXISTING 6' L-----.
__ -- -- WOODEN FENCE
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~EXISTING ROOFJ Y *
DRAIN SYSTEM ~L:ISTING
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ROOF DRAIN NOTE:
THE EXISTING BUILDING'S ROOF
DRAINS ARE DRAINED TO THE
STREET GUTTER LINE THROUGH
EXISTING RAIN DRAIN SYSTEMS
THA T WILL NOT BE AL TERED.
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EroIIon G1d Sedfment Control Requ........,tc
1. The intent of the requirement is to prevent sOtation from reaching storm dram
8)Stems and drainage ways. The eroaion and sediment control (e:se) facllitletl
.1 <:i shown on this plan are the minimum requirements for anticipated site
conditions.. During the construction period. these ESe facilities sholl be
upgraded as needed for unexpected storm events and to ensure 'that sedimenlt
. laden water does not leave the alte.
2. The following controls and practices are required:
<J a) Each site shall have graveled or paved entrances. exits and pC Irking areas,
~ prior to beginning any other work. to reduce the tracking of sediment ontC)
public or private roods.
b) All unpaved roods located on-site shall be graveled. Other effective
eroaJon and sediment control measures either on the rood or down gradierlt
may be used In place of graveling.
, c) ""en trucking saturated soils from the site, either water-tight truck8 shaUl
be used or loads sholl be drained on-site until dripping has been reduced to
minimize spillage on roods..
d) Concrete trucks being washed out onslte shall be parked In a location that
wUI prevent all wash water from entering the storm drain Syatlatn without
proper filtration. Concrete remnants and residue shall be pr~,erty
disposed of.
3. Additional controls and practices shall be developed that are appropriate for
<1 the site. At 0 minimum the following shall be considered:
, a) ""enever practicable. clearing and grading sholl be done In o phased
manner to prevent exposed Inactive areas from becoming 0 S()Urce of
erosion.
, b) In developing vegetative erosion control practice.. at a minimum the
following shall be considered; temporary seeding, permanent seJeCtlng.
mulching, sod atobUization, vegetative buffer atrip.. and protection of treeal
with protective conatruction fences.
.1 c) The following shall be considered for the protection of expoaeol areas and
the prevention of son from being eroded by storm water; mulc:hlng with
straw or other vegetation, use of eroaton control blankets. ane.l application
of soU tacklflers.
d) The following shall be considered for the diversion of flows ~m exposed
g soil. store flows to allow for sedimentation, flIter flowa. or othlJrWise
reduce soil laden runoff; use of silt fences, earth dikes. brush barriers,
drainage swales, check dams, subsurface drains, pipe slope drcJln.. rock
outlet protection. sediment traps, and temporary or permanent
sedimentation basins. All temporary sediment control practices shall not
be removed untn permanent vegetation or other cover of exposed areas fa
established.
e) The following shall be considered to prevent the stockpiles frorn becoming
o source of erosion: diversion of uncontaminated flows around atockplles,
use of cover over atockpnes. and installation of slit fences arelUnd
8tockplles.
4. The following maintenance activities sholl be implemented:
a) Signlflcant amounts of sediment that leave the site sholl be cleaned up
within 24 hours and placed back on the site or properly dlapoled. Any In'-
L stream clean up of sedlment sholl be performed according to Oregon
Division of State Lands' required tlmeframe.
~ b) Under no conditions shall sediment intentionally be washed Inte) storm
Ll:s sewer or drainage wa~
~ c) For a filter fence. the trapped sediment shall be removed when it reaches
J1S one third of the above ground fence height.
. ~ d) For catch basin protection, cleaning must occur when design c~pQClty has
5 been reduced by fifty percent.
.1~, e) For a sediment basin, remowl of trapped sediment. shall occur when
<:s design capacity has been reduced by fifty percent.
1) All erosion and sediment controls not in the direct path of work shall be
installed before any land disturbance.
g) If fertilizers are used to establish vegetatlont the application rates Ihall
follow manufacturer's guidelines and the application sholl be df>ne in 8Uch
o way to minimize nutrient-laden runoff to receiving wat.....
h) If construction activitiea cease for thirty (JO) days or more. tn. entire sit.,
must be stabUized, using vegetation of 0 heavy mulch layer, tl,mporory
seeding, or another method that does not require germination to control
<J erosion.
I) Any use of toxic or other hazardous materials sholl Include prclper storage.
application, and disposal.
j) The permittee shall manage abandoned hazardous wastes, usecl olla.
contaminated sons or other toxic substances discovered durln91
construction activities in 0 manner approved by the Departm...,t of
Environmental Quality.
SedIm.,t Fen.
1. The fl1ter fabric sholl be purchased in 0 continuous roll cut to the length of
the barrier to avoid use of joints. When joints ore necessary, filter cloth shall
be spliced together only at a support post, with 0 minimum S\ inch overlClJ),
and both ends securely fastened to the post.
2. The flIter fabric fence shall be Installed to follow the contours. where
feasible. Then fence posts shall be spaced a maximum of sb, feet apart and
< driven securely Into the ground a minimum of 18 Inches.
3. A trench sholi be excavatedt roughly 6 Inches wide by 6 IncheiS deep,
upslope and adjacent to the wood post to allow the filter fabJic to be bu,.Ied.
Bury the bottom of the fabric 6- vertically below finished gracle. All area..
of filter fabric trench sholl be compacted.
<J 4. The flIter fabric sholl be instaUed with stitched loops over fenc~e posts. n\e
. . ~ fence post shall be constructed of 2- x 2- fir. pine. or steel. The fence post
~.r . mUlt be a minimum of 48- long. The filter fabric sholl not be stapled or'
~ :1' ~, attached to existing trees.
5. Sediment fences shall be removed when they have served thellr useful
purposet but not before the upslope area has been permanentJy stabilized.
6. Sediment fences shall be inspected by applicant/contractor immediately
after each rainfall, and at least dany during prolonged rainfall. Any requlr.1d
repairs sholl be made Immediately.
EroIlIon and SedIm.,t Control InIpectIon Requlrwnen.
, 1. All sites 1 acre and greater shall hove 0 person with knowledgu and
Ll. ~ experience In construction storm water controls and manogemf.nt practices
, :s conduct all inspections.. The Inspector shall keep 0 written rec{ord of each
,~ inspection.
liS 2. Active Sltea: Frequency of inspectlons sholl be daily during storm water
~ runoff or snowmelt runoff and at least once every seven (7) calendar days and
5 within 24 hours after any storm event of greater than 0.5 Inches of rain ~.er
, ~ 24-hour period.
a<! <:s 3. Inactiw SItes: During inactive periods of greater than seven (7) consecutive
Ll calendar daYSt inspections shall only be required once every two (2) weeks.
Prior to discontinuing activities at the site. any exposed area ~lhall be stabUiz
to prevent erosion. Stabilization may occur by applying app~.nate cover
(mulch. erosion control blanket, soU tocklfier, etc.) or establishing adequate
,1 flOONCRE1E vegetative cover.
SlDEwkK : SeedIng/WulohIng:
1. All areas disturbed during construction to be graded to drain and compactcKi
to a minimum of 90X of AASHTO T -99 Immediately after Instctllatlon of
utilities or grading.
2. Recommended Seed Mixture: 80X PR 8820 Dwarf Perennial R)legrass and
20~ Creeping Red Fescue. by weight. Application Rote sholl be. 100 pound..
minimum per acre.
o~. Fertilizer shall be 12-16-8 with SO" of the nitrogen derived frl~ UREA
. FORMALDEHYDE. and applied at 0 rote of 400 pounds per acre.,
4. Seed and mulch at a rate of 2000 Ibs/ Ac with heavy bonding agent or netting
and anchors. Mulch shall be a wood cellulose fiber or other rrAaterlal suitable
for hydromulching.
o. Temporary or Permanent Hydroaeedlng or acceptable seeding alld mulching
must be provided whenever perennIal cover cannot be established on sites
which will be exposed for 60 days or more.
DA ruM NO ,t.:
ELEVA TIONS ARE BASED ON CITY Of SPRINGFIELD DA TVM, BENCHMARK NO. 2~50,
SQUARE CHISELED IN THE TOP OF CURB AT THE SOUTH SIDE OF P AAKER Sn;~EET
A T THE JUNCTION WITH MARKET STREET. ELEVA TlON: 459.20'.
GRAPHIC SeAL
& I 10
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( IN lSI' )
1 inch - 10 It.
36'
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EXI~
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" ./ ---- EXISTING FIRE
./ . HYDRANT
.~
AIIt.NTlON: Oregon law requires you to follow the rules
adopted by the Oregon Utility Notification Center.
Those rules are set forth in OAR-952-001-0010 through
OAR-952-001-0090. You may obtain copies of the
rules by callinQ the center. (Note: the number for the
Oregon Utility Notification Center is (503) 232-1987).
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_ _ _ _ _ --.. __ - EXISTING UTIUTY
" /' POLE WITH
~ STREET UGHT
- -- -- ------
47'
GRADING INDEX
5i
CURB
CUT
EXISTING GRADE POINT ELEVATION
AT EXISTING FENCE
EXISTING GRADE POINT ELEVATION
AT EXISl1NG FENCE GATE
FINISHED GRADE POINT ELEVATION
AT TOP OF A.C. SURFACE
FINISHED GRADE POINT ELEVATION
AT BOTTOM OF W.Q. SWALE
if.
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19'
.EQ=f1IC
485.75
.E..G-GA TE
485.65
FG-5W
459.20
FG-BS
784.75
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- -458.5- - PROPOSED 0.5. CONTOURS
- -458- - PROPOSED l' CONTOURS
- -458- - l' EXISTING GROUND CONTOURS
- - - - - - SEDIMENT FENCE
~
~
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)(
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BIOFIL TER BAG
INLET PROTECTION
"-
>
'"
"-
EXISTING /' >
DRAINAGE ARROW
(ESTlMA TED EARTHWORK QUANTITIES
FROM EG TO FINISHED GRADE)
EXCAVATION 10 CU YDS
SITE FILL 40 CU YDS
NET FILL 30 CU YDS FILL
PROPOSED
DRAINAGE ARROW
. . . . .
. . . . .
. . . . .
. . . . .
. . . . .
. . . . .
.. . . . .
. . . . .
. . .. . .
. . . . .
. .. . . .
. . . . "
. . . . .
. . .. . .
. . .. . .
. . . . .
. . . . .
. . . " .
. . . . .
. . . . .
INDICA TES
AREA OF
NEW WATER
QU ALlTY
SWALES
. .. . . . . . . . . . .. . . INDICATES
. . . " .. . . . . . . . .. NEW
.. . · . . . . . . . · . .. GEN ER AL
.......
. .. . . · .. . . .. . . . ... LANDSCAPE
:. :. :. :. :.. :..:.. AREAS
INDICATES
AREA OF
NEW A.C.
INDICATES
EXISTING
A.C. TO
REMAIN
NOTE: MOST OF THE FILL INDICATED
WlLL BE IMPROTED ROCK OR A.C.
, PED
RMf~
'PED
RAMPS
~,
Nom THE UNDERGROUND UTILITIES SHOWN ON THESE
PLANS ARE FROM UTILITY LOCA TE PAINT MARKS AND AS
BUlL T PLANS. ACTUAL LOCA TlON AND DEPTH SHALL BE
FILED VERIFIED PRIOR TO CONSTRUCTION AND
CONNECTION TO THE EXISTING UTILITIES.
40
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14.
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Paving Notes:
1. The interior parking and walk areas are to be stripped of the organic
layer prior to placing base rock. The structural section of the parking
lot shall be as noted on the plan. Proof roll subgrade prior to placing
rock with loaded 10. yard rock truck. If soft areas are observed. excavate
areas and re-compact with either clean native material or crushed rock.
If large sections are soft, contact the Engineer for possibly increasing the
base rock or asphalt thickness.
2. Immediately following fine grading operations proof roll subgrode areas to
achieve 90% of maximum density for a 6" depth per AASHTO T-180 test
method. Embankments or fills ore to be constructed in 6" maximum lifts.
with each lift being compacted to 95% maximum dry density prior to
proceeding with the next 11ft.
3. Pavement section shall consist of 2 1/2" of A.C. over 8" of 1'-0" crushed
aggregate over the compacted subgrade.
r
OCT 1 7 ~~008
If. of 7 pat es
(J
Final Submittal __
REVISIONS
REVISED PER oty ~1S
BY
.&
_ 8/28/0tL
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DATE JULY 2007 '
SCALE AS NOTED
DRAWN JEE
JOB SVA06-125
SHEET
4
~OF 6
SHEETS
www.PeakRacks.com
Phone 805-235-8812
&"lP1/ ~rI'.
Specifications
3-bike Capacity: Minimum ?ootprint will Bikes Inserted: 60" x 72"
Campus Standard 48 Lbs (allows 12" on each side for handlebars)
Rack with Plaque 62 Lbs
Rack ~ith Plaque Heavy Duty Base 66 Lbs
( '10- >< 16
v~ ~
-4 x0 9/16
~
1\ ,\
1\
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...=
22.5
19.5
28
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Materials
Hot rolled ASTM A36 solid steel
· bars welded with GMA W (MIG).
Installation
This rack is free standing and
- can function without
mounting. However, it is
recommended that it be
secured on concrete with
four tamper-resistant
stainless steel anchors.
(Available from Peak Racks)
Standard Base: 1/8" angle
~ Heavy Base: 3/16" angle
Wheel Holders: 1/2" diameter
_ Wheel Troughs: 1/8" angle
Lockins. Bars:, S/8" diameter
Finish
Standard finish is Hot
Dipped Galvanized for
superior durability.
Optional powder coat is _
available. with sand
blasting, primer, color
and clear coat (for
- additional cost).
1 "x6" CEDAR BOARDS
WITH 3 1/2" MAXIMUM\ J) \
SPACING -.3.5 .- \
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- -- 2"x4- SUPPORTS ..
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1"x6" CEDAR BOARDS WITH.
3 1/2" MAXIMUM SPACING
CENTERED ON SPACING ON
OPPOSITE SIDE
DOWNSPOUT TO,
BE TIED TO
NEW SWALE
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- 'CAMPUS RACKS'
BIKE RACK
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RAIN GUIIt.RS
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Final Submittal
REVISIONS
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LEGEND
0 DECIDUOS TREE (1 1/2-2" CAL.)
6008 LARGE SHRUB (5 GAL.)
~6)0 SMALL TO MEDIUM SHRUB (3 GAL.)
- . .. ..
* FERN (1 GAL.)
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PLAN liNG PLAN
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8'
16'
24'
32'
SCALE: 1/8" = l'
PLANT LIST
SYMBOU BOTANICAL NAME /
COUNT COMMON NAME
SIZE
NOTES
TREES
3
ACER GINNALA 'FLAME'
FLAME AMUR MAPLE 2" CAL. B&B
CERCIS CANADENSIS
EASTERN REDBUD 2" CAL. B&B
FRAXINUS LA TIFOLlA 1 1/2" CAL.
OREGON ASH B&B
13
3
SHRUBS
18
CEANOTHUS 'DARK STAR' 5 GAL.
DARKSTARCEANOTHUS CONTAINER
CORNUS STOLONIFERA 'BAILEYI' 5 GAL.
BAILEY RED-OSIER DOGWOOD CONTAINER
CORNUS STOLONIFERA 'KELSEYI' 3 GAL.
DWARF RED-OSIER DOGWOOD CONTAINER
GAUL THRIA SHALLON 3 GAL.
SALAL CONTAINER
NANDINA DOMESTICA 'FIRE POWER' 3 GAL.
HEAVENLY BAMBOO 'FIRE POWER' CONTAINER
NANDINA DOMESTICA 'MOYERS RED" 5 GAL.
HEAVENLY BAMBOO 'MOYERS RED" CONTAINER
POTENTILLA FRUTICOSA 'FLOPPY DISK' 3 GAL.
CINQUEFOIL 'FLOPPY DISK' CONTAINER
RIBES SANGUINEUM 5 GAL.
RED FLOWERING CURRENT CONTAINER
VIBURNUM DA VIDII 3 GAL.
DAVID VIBURNUM CONTAINER
13
13
14
8
6
31
10
19
PERENNIALS
HELlCTOTRICHON SEMPERVIRENS
BLUE OAT GRASS
POLYTICHUM MUNITUM
SWORD FERN
1 GAL.
45
CONTAINER
1 GAL.
25
CONTAINER
SWALE MIX
-v w- CAREX OBNUPTA
w SLOUGH SEDGE
w w CAMASSIA QUAMASH
-v COMMON CAMAS
w w DESCHAMPSIA CAESPITOSA
-v TUFTED HAIRGRASS
w JUNCUS PATENS
-v SPREADING RUSH
w -v SISYRINCHIUM IDAHOENSE
-v BLUE-EYED GRASS
4" POT
PLANT EQUAL
NUMBERS OF EACH.
INTERMIX EVENLY
WITHIN SWALE
AREAS. OVERALL
SPACING 12" OC.
BULBS *
4" POT
4" POT
4"POT
* PLANT (#) BULBS
IN CLUMP.
NOTES
7.
SEE DETAIL FOR TREE AND SHRUB INSTALLATION.
REFINE SHAPE AND FINISH GRADE ALL PLANT BEDS AS DIRECTED BY LANDSCAPE ARCHITECT.
FINISH GRADE I~ TOP OF LOAM AND A MINIMUM OF 4" ABOVE ADJACENT PAVING. MULCH IS IN ADDITION.
INSTALL NO PLA~T MATERIAL UNTIL COMPLETION OF:
A. IRRIGAtiON SYSTEM INSTALLATION, PROGRAMMING & BALANCING.
B. SOIL PREPARATION AND FINISH GRADING_
INST ALL MULCH AT SPECIFIED DEPTH IN ALL PLANTING BEDS.
ADDITIONAL BATTERY OPERATED, AUTOMATIC CONTROL VALVES WILL BE INSTALLED AT PLANTING
AREAS, EXISTING UNDERGROUND IRRIGATION MAINLINE WILL BE EXTENDED TO VALVES AND NEW
LATERAL LINES AND IRRIGATION SPRAY HEADS WILL BE INSTALLED_
SCREEN PLANTING AT EXISTING HEAT PUMP WILL BE WATERED BY EXISTING IRRIGATION SYSTEM.
TAX LOT 8300 HAS LANDSCAPE COVERAGE OF 25% (NOT INCLUDING R.O.W. LANDSCAPE).
8.
DETAIL
NOTES:
1. REMOVE BURLAP, GROW BAG, TWINE, OR WIRE BASKET FROM TOP 2/3 OF ROOT BALL.
2. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED.
4" MULCH HOLD
2" FROM TRUNK
PLANT T ABLET(S)
QUANTITY PER
MANUFACTURER'S
HIGH RATE.
RUBBER TREE TIES. FIGURE
EIGHT STYLE INSTALLATION
(APPLIES ONLY FOR TREES)
. '
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~ 2"x 2"x 8' DOUG. FIR TREE STAKES.
TWO PER TREE ON NORTH AND
SOUTH SIDES, 24"-30" DEEP. PLUM
AND PARALLEL (APPLIES ONLY FOR
TREES)
FINISH GRADE -
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Date Received:
OCT 1 7 2008
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JOB# 0809
DATE: 09/30/08
DRAWN: MW
CHECKED: SLG
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