HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/10/2011
--- ~-
~--- -r-
r-=~--~
o 25 50 1 00
~~
SCALE: 1lR=SQ'
NB8.02'S1 "w
8.00
e
FRED MEYER *328 - SPRINGFIELD, OREGON
OVERALL SITE PLAN
T STREET
T STREET
SHADY LOOP
S STREET
EXISTING FENCE
Q STREET
NW 1/4, SEC. 26, T 17S, R 3W, W. M.
SPRINGFIELD, LANE COUNTY, OREGON
SHADY LOOP DR
t:i
I..t.I
~
tii
o
z
C'l
~------------------~
I RE-STRIPE EXISTING PARKING STALLS I
58B-02'S1 "E
j.::"J:,r.-
f:> I S66.S6
HI r~T~-~~~~.I-~~-~\-~~-~==~-~~~-~~~--------\~--Y\~~~l--L.
~~: _,.m)\ \ ~\ \\\:"\ \ '\ \ ,\\'S ,-"--,\\ ",-y,,' \S-S'\ \-\ '\\ \ \--( \ \ \ \ \ ~ II ..
~~: I -.-----.1 ..............-.--....... .....~.__..._-...- ....-....................-........ .................-................. .............-.- --- .'
::--. I
~~ 1=--) . ./"---....\ ~ r""... 1 "i'
u- ({, ......-/1';" ~ '\\\ ~
1(.' . '- ~ . /" ~... i
~/ ~v :'~".J ~/ <-.Il EXISTING OUTDOOR GARDEN CENTER
~..~:~ ~ '1- - - - - --
li.:, H:V-V! ./ 0F7'(=' /'" - - - -,
V /' ". :'. :'.
0,..:: I q'; c'. . .' < ,I/", I
~. ~ ~I/ f'::'.{>1
~:~. :..lIt i~f(' "<(.<1 I
.. ~% u!. :.": ----- ----
Il' 0.... n.uI.'<("."
II> I / r~r~:..: :.
r<:~: /' ki:l_
~i. iV ,,/ ~';4 "';:"'>'1
i~J:,: iV f;{U:::C'~1
~:-" ~ 4 '11
~""~ t;....A.~., '~ :~ ~ .
:> ~1'tt~:.;~~1-'J
t, : ~ .. '''1
If' ~ '.,: t
;.:t... . ,,/ ~:L; .J
. ~',V,i.. /' ~ Ii
of . ~,./ ~,,:".;)
11': i ./'" ~' 'J' .
L ,,-r / t ~ ~J)
.. ,/ i . '..
it.., 1 i /'" ,; .':H
Ir~:' : .....//;.~!..... /'1'5: . '1' J
... , ..... / J:;', ...~I.J
. . ~./... /,:j .
~~. A' /' t~/<'I'
L :/~ /H;11
~.:,.'~.1 C/ //~i;;;.~.~.,.)
" ,/"'1.../ I l'~
:.:, .....~ ///r';~':~;rl
FI".1 /.... L/".... JJ . "~'f'~ ~-.---,,-.--- ----.-.--..
r;.. r- I' /..,./'1, _._. .~..._~f":'-:;: I
11.'. /" I I~; _ I .~--'-' /u.,_.,J) _-.-----..
::." ) I I ~,.... -'---:'~I / t:...J' -----..-.--.-
ft", /. I J...- - i' .. ./ ,,--'--'-:.1.. '. ..\ i
".' ---... I I '" l~~....""""" ----- /" ij , . ~ 1
II,,! ::-...! ~ __--~! .- II..' .,
~'. I I ..~~ -.-----. / I ".. "1
I.) - -i 1-'1 ~ - ..I( - ;:(:11 - ~
t:...l %J ~: ~: t d:;.... ~....~.... ~ t -' ":'::;;']1 I
:1:'.1 ,,;~ : /.:" I :,':1'
f . ,,; I, . ,
L.___________ ________..1 '.11
., · ":::,-,-------------~", j;:,t11 1
f;1 ~ ..,......f "-" \ [.:'[j
I;f ;~%.;{;; ""'" \ ~r:;11 1
rl J~t:~t~~:~;~i:;t 'I j}:}q 1
r":~}L ;l\,.:.~,!I~{,..:->..~.:;~.:...:~=.~:..~..::~.~:~,:l{.~:. : :'.~ .-;) 1
: '1 .. ~ I ~;:A:I
I: J ;t:}>j::~;: : 1::>j
['." ;\~~;~ ~ t f.{:{f 11/
t~,::::,:,:.J '"
r,. p j';":'l~" r:A;;~: 1
la :f~!~!j~11 ~ - - --Ijj.[[;l~ ~ I
hII .;:<:: .:".'::<.::.::,.;~....:....lr . itY~'::.. III ___.
Lr..~:j};,.,j'- j ":::F.~~ ~,.; ~
r,.~ ..~,.. r..:--^~~.... ~ . ~ () . 0 o. 0
f~I':':': .~.. '. "~"""';:r:?2~:;; ~~'i::<,j/''''.~t~~~~::'''''' . . .C'\\....7'\\\\~\ D'
h -- - ...... _______ ::....:L i# r,. \" \ \ \ \
f.~..:.~ - . ~l' ., ~~>TI4 ~~,:::vr
rn iii .' ~. .' '. I ANt:>;::> I, "",",,'1' '
~~
~ f/ ~ I
. ~ :~,~t \ \ \.\\.... " ',.' \ ~k~~~~. ~...- \ I~ ~ Il~I' . I. r / "~"' ~/. ~ ~ . 'f' ./ , I
' J I ~ /' // ~~~"'~'.. './ / ,./
, . ~ . I', J' ;1 f ~ / t.,'^,>- ./. . / I :
w ' . . . ~,'1: . ,,/~ ./' .
'I ' ~l · h~. ?~ Z: 1&~' :~. q~ I
I N01i~~nE i III iC'~~~5 r~ ~ ' ~ ~.'~ . ~ ~ 1
./' , '~i>" ~
~ I' i ~ · v./' ~ y-, 'A-l..$."l!~ I
~ ~ 1111'{At..s'*I~ I ~ . "'-A,C.S."':> 1/ . I~"." ',," ""-T-;) ~
:.. ~ ! 1/' . ~ '-., '-.... '-.... " ~'\ " ,,\J )1 crv
~: Iff It // ~~. ~i~P'~" "", '" ~ ~~~ I~. ~,..._~~~~~~~~w-.=:.=::~~
I . I ' Rl ~ 4 ~l r~"," W', " " " VV' I ,~;;--.J:;;:-.^ ..~..., --r-?F:::::"-
, . !! r Y' 1L~~~ . . - .~~dZ4'\~-'~~- -:::==:::=-' . , ~:::----~;~) p
. '" .-- ..::::::.Z.O~-- ,,-"
, 11 -======~ ~.:=.-=:.:...::=--=~-::=ctD-. ~: r-' _m" .
....L. . . :'_'--'-'.)"~eE T-"'-'--' f I'~-,,-
+-~- . .~mn-c . __~.
.~+';wrt I , -
. .ef PFUVE~Y _..------.-----.-.
----':'-~-~
~,,$, .
'-Z~!!Ji
",0
'~
"'~
lJj
w
a:
~
I
to
I
I
I
o
I
SP-1 OVERALL SITE PLAN
SP-2 SITE ASSESSMENT OF EXISTING CONDITIONS
SP-3 SITE IMPROVEMENT AND UTILl1Y PLAN
SP-4 GRADING, PAVING, AND STORMWATER MANAGEMENT PLAN
L -1 LANDSCAPE PLANTING PLAN
P1 PHOTOMETRIC PLAN
A2.0 EXTERIOR ELEVATIONS AND SIGNAGE
VE.RTICAL DATUM - NAVD88
LCCM: DEA#1612 - 2 )2" BRASS CAP LOCATED IN THE
;CENTER OF WOODLANE DRIVE. POINT IS APPROXIMATELY
/400' WESTERLY OF THE INTERSECTION OF WOODLANE DRIVE
AND NORTH 5TH STREET. (NA VD 88)
SURVEY INFORMATION
VICINITY MAP
RELOCAT EXISTING i
FENCE 2' SOUTH i
r------------~--I.
I I t~
~ - - - - - - - IN....,
I ~T~d
I ~
I
PROJECT fREA
SHEET INDEX
587-S7'S6"E
131.71
PROJECT ADDRESS
650 "Q" STREET
SPRINGFIELD, OREGON
----.-.--.--
,
~, 4').....
"~~
~~!OJ':~
',<
'"
r'"
I
I
j
ENGINEER/PLANNER
BARGHAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVENUE SOUTH
KENT, WA 98032
CONTACT: AL KENDALL/ CHRIS FERKO
., ...
SURVEYOR
BRANCH ENGINEERING, INC.
310 FIFTH STREET
SPRINGFIELD, OREGON 97477
CONTACT: RENEE CLOUGH
[%l
OWNER
FRED MEYER STORES, INC.
3800 SE 22ND AVENUE
PORTLAND, OR 97202
CONTACT: SHERI BILLETER
I
161,195 Sf.
1
I
I
I.
I
I
PROJECT AREiY
1-
IJJ
~
~ '
;
... ~:i:~-~~(j#.. r ':1::1"
l
}
t
i
!
i
!
'1
P ARKING STATISTICS
EXISTING PARKING 475
PROPOSED PARKING DELETED -97
PROPOSED PARKING ADDED +32
PROPOSED TOTAL PARKING 410
REQUIRED PARKING = 537
-
~;~-
.. --~"'-'D . ..., ..~_.
T STREET
S STREET
S ST.
I:;j
I..t.I
~
~
I:;j
I..t.I
~
:J:
to
N.T.S.
~GHA(,~
/1JV- \
<>
<>
o
o g
~ .....
U\" <0"
'( )- <v~
'IvG ENG\~~
18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING. ENVIRONMENTAL SERVICES
O. (J) .q-
::l .q-
U ~C'l~~
~ollt)
L C'lC'l~
Q) "'0" ~ I
l'""T\ C (J) C'l "
'-" 'C'l m
o C'l 0::: r;)"
L .00,........
~ ~ -o-e:3
(/)c It)
Q) 0.2 ~'-"
..r;:::.otox
I- ex:> o..c 0
~a..o..l.L.
EXPIRES:
RENEWS:
w
~
a
z
~)-
0::: CD
a
cn)-
~CD
(J)
:z
o
(J)
>
W
0::::
z
o
~
i2
<.)
(j')
w
a
o
z
Project #: 10583
Designed By:
Drawn By:
Checked By:
Dote:
Scale:
Store #00328
BS
O'l
$:
09.20.2010 ::.
o
0.
I
I")
co
l.[)
o
1" =50'
Disk File:
Model:
1 0583-dd 1 .dwg
Address:
650 "Q" STREET
SPRINGFIELD, OR
OVERALL SITE
PLAN
FRED MEYER
GAS STATION
Drawing No.:
SP-1
'of,
O'l
$:
"D
L
o
I
o
...c
0;
$:
"D
(fJ
I
I")
co
l.[)
o
...-
N
O'l
$:
"D
.....;
I
I")
co
l.[)
o
...-
N
O'l
$:
"D
..0
I
I")
co
l.[)
o
N
..;..:
Q)
l-
X
w
~
o
~
5
o
L1...
W
n:::
x
I
...-
...-
~
o
()
(/)
~
0..
..q-
..q-
I")
...-
...-
o
N
"'"
N
"'"
l.[)
(l)
E
i-=
"'"
(l)
BS ~
AK
..........-
c
o
:;:;
o
4-'
(fJ
(fJ
o
O'l
..........-
O'l
C
'C
(l)
(l)
c
'61
c
(l)
..........-
I")
co
l.[)
o
...-
..........-
(fJ
o
o
o
o
...-
<:
0..
~
Li:
II il
II
II
II "
II
II
II I
II .
it . I
:: ; I , I
III>Kl , iA'
::t><f'l- _.... - -vV --
It f
II' !
:: : (j~
II ' l'
II : \.'
II ;
II i
II I ,
:: I i
II I !
'\1 I I
II I
II I
::' ,
II t !
Ii i I
II I'
II
II
II
II !
!i I
:: !
!! I
II !
II 1
:: J,'
II
II
!! I
Ii I
:: !
II i
II J
II I
II
II
II I
Ii 1!-
II
II
II
ii I
II! I
II ! ~
II V
J~!
r::;'''' ../ ! I !
t_T v ::
II
I
I
11
it :~]
II ,
:: ;
II I
II i
: : ~ i
II. ! I I
II t;.:K!
II .
II !
II I
:: : 8:".
:: I
II I
II I
II I
:: I
II I
II I
II !
:: I
II I
II I
II ,
:: ;
II f
II I
II
C:TRf.TT I !~~'H -\ ::
....1 ( i ,- ....VI II
II ,
: Il ~ ;
'1 :: y.._l-/(
--....-;-r-"';.>-;...-rK
, ::;' I
II I 1
II! I
:: I I
::: I
II I I
:: I
II t
II {
II {
II I
:: I )
II I i.
:: ;
II '
II I
II i
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
\I
II
II
II
II
II
:: I 1
!l: ~
€@ :: I I
II I 1
1I l I
::N!
II , I
:: r>;<1'
II I
:: I
II I
II I
II I
:: I
II (
II (
II I
II I
:: I
II I
II
II
II
II
II
II
II
II
II
II
II
II
II
:: EX. FREE
:: I STANDING SIGN
II !
::! TO REMAIN
II !
II I
:: !
:: :!
II !
II I
:: I
II !
II I
II I
II
II
II
II
II
II
II
II
~ ~-- -r-
~
r~~~:-~
o 1 0 20 40
~~~
SCALE: 1lR=20'
I I I
I ! I
SITE ASSESSMENT OF EXISTING CONDITIONS PLAN
I-
W
W
a:
b5
:c
to
~~~~~~
Hrr
~/~ /
/
../-
/""
/
p___----<H
----~---"
-'-'-'-~'-^
--------....
""------.-
.._.----~--
.__-------"'H-,.
----
----
-----~
---
..-------
.,_f'N#----------
\
I
i i
i i I
I
! !
i I
I I
m. c{J
.......~O
161,195 S.F.
i i
,-:..,~~ b
""""'~~"'.~....".,,~,!--
".,.",~
~"........~.......
'~""" <,
.'.... Ft
'"
..............~........"'................
"'--...
..........~.......................
,....~
I i
I !
I I
I I I
I I
i I
I !
I I
! I
I ! I
,~,\\O\f::- ,- - - - - --
",C\;v;;/ I
~~~'
- , I
1" I
-j '-....... '
~ ~ "-_____1
=====\ EX. TREE TO REMAIN
'" (TYP.)
\\
\~
"\---
---~ --/~
GATE~~
_.:::-- ~ .
--~ -.." S
T-;E~i:'" ::: --. -.... ~" ~ '.7 'I...'Y......~_..._.
L\ c. ........ -.. -.... " ................ _.--r <~. ,
11 PRCYrESTIOi:r- - ..:~.::- '..' _. ____..__b/i:r7YfO .....~__20',
FENCE ~~~'-- -...
'---. --
EX. FIRE HYDRANT -..._"....~, -- -~-::...~ -- ..€x. 24"
TO REMAIN ....~ -. - :: --. '-.
-..
1 !
T.E.S.C. LEGEND
~ 1
I !
I i
! I
I I
\
D
EXISTING CATCH BASIN
EXISTING STORM PIPE
EXISTING STORM PIPE TO BE
REMOVED/ABANDONED
EXISTING GRADE CONTOUR
-----------
-----------
SAWCUT
(TYP .)
~
#######~.
TEMPORARY
CONSTRUCTION
FENCE
~
7i --------
::: g. !i~AIN -------."
--- ~........ --~
'" ~- -- --.--
" --....' ~ ........ -- ........
'r- --",....."'" __
(;: , ~. ~........ -........
........
--"
-........
............. ~
"""~
--
~
454
DEMOLISH ASPHALT PAVEMENT
---
I I
I I
I I I
I I
I I
TEMPORARY BMP -
CATCH BASIN INLET PROTECTION
SURFACE FLOW DIRECTION
LANDSCAPING/IRRIGATION TO
BE REMOVED
SAWCUT LIMIT
CONSTRUCTION FENCE
)(
~ i
j ;
i i
INLET
PROTECTION
I I
! i
, !
~
! I
1 r
III
I I
! I A)-_ - - --"-' ...J~: ....?..?...... IQ..._..~.~M..~!~................ .................... .................... .........- - - __ _ __ ___ _ _ _ __()
I I ",_/ -.... -.---- ...-..---.. .-........- "--" '" N 88002 ' 5 1 "w 1 6 6. 60 '.....
g
~
)(
)(
N88002' 51 "w
~. Q
T SYREET
[
T STREET
SHAD ( LOOP
T STREET
S STREET
S STREET
S ST.
SHADY LOOP DR
t:i
w
~
ti
I..t.I
~
tii
::x:
In
o
z
C'l
Q STREET
ti
I..t.I
~
::x:
lo
VICINITY MAP
N.T.S.
[)EMOLITION CALLOUTS:
11) SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW WORK.
L COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT SAWCUT LIMITS.
REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAWCUTTING TO INSTALL IRRIGATION LINES.
/2.) REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSED OF OFF-SITE. NOTE: CONTRACTOR TO
~ COORDINATE WITH KROGER P.M. AND SOILS ENGINEER ON POSSIBLE RE-USE OF EXISTING BASE ROCK MATERIAL.
Q) DEMOLISH EXISTING CONCRETE CURB AND/OR SIDEWALK AND DISPOSE OF OFF-SITE.
14) DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. SEE IRRIGATION
\.: PLAN FOR REMOVAL AND/OR SALVAGE OF. EXISTING IRRIGATION PIPING VALVES, ETC. SEE LANDSCAPE
PLAN FOR REPLANTING OF DISTURBED AREAS ALONG PERIMETER OF WORK.
15) TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH
~ STORE MANAGER.
16) TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM
L EXACT LOCATION WITH STORE MANAGER.
17) APPROXIMATE LOCATION OF TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING
L RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER GROUND WATER AT APPROX. 10' DEPTH AND
SHALL PLAN FOR DEWATERING. IF REQUIRED, PROVIDE SHORING ON EAST SIDE OF EXCAVATION TO PROTECT
EXISTING WATERMAIN.
18) REMOVE EXISTING LIGHT, INCLUDING BASE, FOOTING, ETC. AND DISPOSE OF OFF-SITE. MAINTAIN INTEGRITY
L OF EXISTING LIGHTING CIRCUIT TO ENSURE PROPER OPERATION OF EXISTING LIGHTS TO REMAIN.
19) CONTRACTOR TO LOCATE AND PROTECT EXISTING 6" DI WATERMAIN. PROVIDE SHORING ON EAST SIDE OF
L TANK HOLE EXCAVATION IF NECESSARY.
11(;\ REMOVE EXISTING PAVEMENT MARKINGS BY SANDBLASTING. SEE SITE PLAN FOR NEW PAVEMENT
'\..::.'J MARKINGS AND SIGNAGE. APPLY SLURRY SEAL TO AREAS OF PAINT REMOVAL.
~) INSTALL TREE PROTECTION FENCING AT DRIPLlNE OF EXISTING TREES TO REMAIN.
L SEE TREE PROTECTION NOTES BELOW.
112,) REMOVE/ABANDON EXISTING STORM PIPING AND CATCH BASINS AS SHOWN. MATERIAL TO BE DISPOSED OF
L OFF-SITE. COORDINATE WITH GRADING AND STORM DRAINAGE PLAN FOR NEW STORM SYSTEM.
[)EMOLITION NOTES:
1. ALL PAVEMENTS, CURBS, GROUND COVER, UTILITIES, ETC. INSIDE DEMOLITION LIMITS SHALL BE REMOVED
UNLESS OTHERWISE SHOWN ON THE PLANS.
2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY
PRECONSTRUCTION MEETINGS HELD, PRIOR TO COMMENCING WORK.
3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR
TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY.
4. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK
AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED/REPLACED AT CONTRACTOR'S EXPENSE.
5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB
AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS.
6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE
EXISITNG TREE LOCATIONS WITH LANDSCAPE PLANTING PLAN.
EROSION CONTROL CALLOUTS:
~I
PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING
INLET TO PREVENT SILT-LADEN RUNOFF FROM LEAVING SITE.
PROVIDE ADDITIONAL SEDIMENT CONTROL PROTECTION AS REQUIRED BY CITY.
~, INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE. LOCATION TO BE DETERMINED IN FIELD
\.E:. FOLLOWING DISCUSSION WITH CITY INSPECTOR AND PROJECT MANAGER.
~} CONSTRUCT 10'x10'x 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP (W/2:1 SIDE SLOPES).
~ CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT
MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE, FILL AND COMPACT SUMP WITH
STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION.
EI=iOSION CONTROL NOTES:
1. PUBLIC STREETS AND SITE PARKING/DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS GENERATED
BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS.
2. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE TRAFFIC CONTROL
WITH STORE MANAGER FOR APPROVAL.
TF~EE PROTECTION NOTES:
1. ALL EXISTING TREES NOTED TO REMAIN SHALL NOT HAVE ANY NEW CONSTRUCTION OCCUR
WITHIN THE DRIP LINE.
2. l\LL EXISTING TREES NOTED TO REMAIN SHALL BE KEPT FREE FROM TRUNK ABRASIONS.
3. ALL EXISTING LANDSCAPE AREAS TO REMAIN SHALL BE PROTECTED BY TREE PROTECTION
FENCING. THE FENCING SHALL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT
WHICH TIME IT WILL BE REMOVED.
S<)IL TYPES AND WATER TABLE
REFER TO GEOTECHNICAL INVESTIGATION BY BRANCH ENGINEERING, INC., DATED MAY 5, 2010.
NOTES:
1. THE SUBJECT PROPERTY IS LOCATED IN THE Q STREET WELLHEAD PROTECTION ZONE. THE TIME OF
TRAVEL ZONES (TOTZ) ARE DEPICTED CONCEPTUALLY ON THE PLAN PER CITY OF SPRINGFIELD MAPS.
Ff=MA FLOOD MAP
PER FEMA FIRM MAP NUMBER 41039C1134F DATEO JUNE 2, 1999 (PANEL 1134 OF 2975), THE SUBJECT PROPER1Y IS
LOCATED IN ZONE X, AREAS OF 500-YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1
FOCT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100- YEAR FLOOD
)(
AI=tEA OF DISTURBANCE
AREA OF DISTURBANCE = 0.76:1: ACRES
NOTE: A 1200-C PERMIT FROM DEQ IS REQUIRED
IF THE AREA OF DISTURBANCE EXCEEDS 1-ACRE.
~GHA<t~
1lJV'" \
<>
<>
()
o g
'f,. ....
\Sl V ("o~
'( )' <v <(;.
'IvG ENG\~~
18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNiNG.
SURVEYING. ENVIRONMENTAL SERVICES
O. (1) ~
::s ~
U ~N~~
Jeoll.O
L NNJ'l')
<V "OI'J'l') I
r"T\ co)NI'
"'-J'N 0)
ONO:::r;;"I'
L .00.....--.
'-./ liJ .1.0 J'l')
~ . "0.........0
U>C 1.0
<V 0..2 ~.........
,- 0"1: 0 x
I-~ co o..s::: 0
1")Q..Q..l.J...
EXPIRES:
RENEWS:
liJ
~
o
z
~>-
o:::lD
o
vi>-
~m
(/)
:z
o
(/)
>
W
0::::
z
o
~
~
o
U>
w
o
o
z
o
N
'-...
N
'-...
~
Store #00328 Q)
E
BS ~
Q)
.......
o
Cl
Project #: 10583
Designed By:
Drawn By:
Checked By:
Date:
Scale:
Disk File:
Model:
09.20.2010
1 "=20'
10583-pn1.dwg
Address;
650 "Q" STREET
SPRINGFIELD, OR
SITE ASSESSMENT
OF EXISTING
CONDITIONS PLAN
FRED MEYER
GAS STATION
Drawing No.:
SP-2
'Let-I
Q')
3:
"0
~
o
I
o
..s:::
Q')
3:
"0
~
I
I"')
CD
L()
o
~
Q')
3:
"0
...0
I
I"')
CD
L()
o
<<-
N
..;...:
Q)
I....
X
w
l=
o
:2
:s
Cl
lL.
W
0::::
X
I
~
o
o
(f)
:2
CL
L()
"<;j-
I"')
BS
AK
Q')
3:
~
C
Q..
I
I"')
CD
L()
o
,/
c
o
:,::;
o
.......
(J)
(J)
o
Q')
,/
Q')
c
oc
Q)
Q)
c
'01
c
Q)
,/
I"')
CD
L()
o
<<-
,/
(J)
o
o
o
o
~
CL
~
G:
---- ~ ---r-
~ .
r~;:~-~
o 10 20 40
~~~
SCALE: 1lR=20'
STREET
EX. PWR POLE
No. 6044
I
I
SITE IMPROVEMENT AND UTILITY PLAN
II.'
II'
II
II.
II : \
II !
II I
II I
jj~L \
II :.:>.
II f
II I
:: : \
:: I I
II I
::t>!<1 '
:it>~r~' - - ,-
II : J~
n ~ Ii"
II ' "i-'
:: Ii
II
:: !
II ~
11 I
II ,
II !
II !
II I
::~. !
nl
II! !
II !
II I
:: I
ii II
II I
::;~ I
jl: Ii
II I
II I !
II! j
II I I
:: I I
II 1
II! ;
:: ~ I
II; I PHONE
:: s=b PEDESTAL
II '1' AIR/WTR
:: 1 UNIT
II i
II .
:: I
II
:: ;.-/> VALVE 27 Ii
.w-''f il
r:-q! ~ ii ~
:~ \j .-:' :~.ll:
:111 ~ I " II . I ~
II I It ',.,
ii ' !i4.1 ill
:: , . ,!
II . 11
II !,,~'1 :: '. ~ . II I,
::v,"-.l
11 ' a: i!:il-
::: II :1' . 4411
II I I w. ---!It...
:: I : ~ :. .': I!
II : W ."<$ L+h
:: i:,-Xl '~l"i' lJ" '''!''''~N'S'''' II 41 'I
:: : ~Alr!< ;~~ T~"'<I'~~~11it'l; ---.---.----~.-.~. I:
:: : i, '~lL r j!, ..v.!.>., :: -4 . . 4. i:
II I :~ 6 . .a'lL:
:: ! Ii . . kjl
II i 0 . LM:W;:
:: j II <i .; I
II II 4., 41
'L!,G', ! ,'1' -\', II :: >If J
1"1 :: IJ . .;-;
II " Ii
'\ : ::. ! ::. Eo';
it :: ~l.....ik It . '., II
; ;....:rM 1:4...: . i I
1I. t tl . .6 I i
r I 24V IR~6%~~g~ t ..' ,j I,
:: I II ~ Ll . '! !
:: I !r"' ..' J I ;:0 ,
ii I :,'1: '.4 .' ':" 11.1 35' (TO FOe)
:: () G>
:: L}_ :i '. ~.:: I 35.5' (TOIL)
II :J .6. I i
II II: Ia:::-
II II .! I:
II 11 .1 Ii
If H. -4 I ~
II I.l . :<l' ,_ L._
:: II '. .d'.' !
II :.: . $:' : I
II II.~ I I
:: I- :f (/)'. 1 I
I: I ~I':J i-
II 1..1.1 ,'1'</ . I . ','
Ii II . . I!
II Iii. '11
II II. Ii.
:: t- 1.1 . ~ I II
II l() 111' .: I
:: :'k ":!I
:: ~: .' <1~: 7
:: I:' . . I !
II I' . I 1
@n I: ~: 4' : I
.......-1 :: ::.AI Ll .":
'I , il' . I J
::tA II I 1
II , n. -.$4 '.: !
:: t>;<1 :: '. . : .:
:: i :: '. 'lal
II fit ,.d 'I-ti
ii r~~3.J ~ ~..i~ I
II II . I
II II ' Ci
:: :: <t.d:
II fl' I
II II I
II 1\6 .,
II II I
:: fl~ . .': i-
Ii Ii d '. {n: <1":' . ~ . .'. . . ..
II II . h i't I <s :,. :. <S.-.........". . .' <s :. '4
Ii ' . [1 ~ '< ::1 -- ~-' ~._...~:,...__.... .4.. . 4 ~.: .4.... 4.
Ii '. "a' "I f'..-..........-...........'I
i! 30' [i'.' ::....1 I ~"i-, i 'I:
:: II . . -.$ <I I i I ...J lJ .-..............
ii 1:.:" ,,:, i II ~ 1L......~-;=:;d.l "'-., '''-''
:: ~ 11--_.. ~ 1 ~ ........,"-.
Ii ~l r:--:~4~!fl= -===--Ll..~-:...:._:....:...._:...:._---
:: 0::: II' I I i
!! lr <t :.. 14t MEET & MATCH
:: :: : . . . ~ II EXISTING
:: <.0 II '" . ~ ,
II 0 :: .:!
:: 1'0 II . .,!
II II ., i
:: Ii. . ^<~ .! I
II II I i
:: '.': I
II <t I!
~:=:t~+1r-== ===:.::::;::~"
It<: : I! '\',
1. : I \,
-~---_.-
------~..
..---------~
-~""'..~..
-------""
------"
--------.
--..-......-.----.-
----------.--
MEET & MATCH
EXISTING
!P[J@@
161,195 S.F.
LEGEND
PROPOSED ASPHALT PAVEMENT
,.
,. ': .: :
I:' :
EXISTING CONCRETE. PAVEMENT
LANDSCAPING
PROPOSED CONCRETE PAVEMENT
WATER SERVICE
SAWCUT
EXISTING CONCRETE CURB
NEW CONCRETE CURB
NEW COMMUNICATION CONDUIT
l0
o
~
W.Q. PLANTER
NEW U/G POWER
EXISTING SAN. SEWER
EXISTING WATER
EXISTING POWER
I
<., I
'" .
. .......: ;'::1
c
---~AN----
p
------- vV ------------
:4' . . t---.
EXISTING STREET LIGHT
--p-
.q .
.. 4
<s
..6 '.
EXISTING LOT LIGHT
EXISTING FIRE HYDRANT
~
~1~ -
"'~'''''''''''''''''"'''''''''.-...........
~)RE\/EN'qON ~}:.:VICE
CURB &
GUTTER
BICYCLE PARKING
EX. FREE-STANDING
SIGN TO REMAIN
-........""""'....-...........--......
--~
-...................-
.--................................................
-~
......~-
LANDSCAPING
............"'.....................-........
.....'...........
IMPERVIOUS SURFACES
EXISTING TO BE REMOVED: 31,664 S.F.
PROPOSED TO BE ADDED: 29,990 S.F.
NET DECREASE: 1,674 S.F.
S/w
..............~~'h............
'......-.,'.............
"'~~...............................'-..........
,-'\V("..
:::;(,.;,:;::
/; \\"
'+(}i"
NOTES
1. PROJECT TO BE CONSTRUCTED IN A SINGLE PHASE.
2. NO PROPERTY IS PROPOSED FOR DEDICATION,
CONVEYANCE, OR RESERVATION FOR PUBLIC USE.
N88.02'51 "w
N01.57'09"E
3.55
N88.02'51 "w
166.60
T STREET
T STREET
T STREET
~GHAV~
/lJV" \
SHADY LOOP
S STREET
S STREET
S ST,
<;>
<;>
8
0::
tii
~ R ST.
o
o ~
~ ....
\$\(/ c,"
'( )- ~<(;.
ING ENG\~~
18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
SHADY LOOP DR
t;:;
I..t.I
~
o
Z
N
t;:;
W
0::
tii
f;5
Q STREET
VICINITY MAP
N.T.S.
C:ONSTRUCTION CALL OUTS
(~ 29' X 147' 10-1/2" PUMP ISLAND CANOPY WITH 5 MPD'S.
(~ 34'x155' REINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY.
(3\ (1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON UNDERGROUND GASOLINE
'-:J STORAGE TANKS.
(0 REINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANK.
~0 PREFABRICATED KIOSK ENCLOSURE PROVIDED BY FREY MOSS.
~~ CONCRETE CURB.
(7) ASPHALT PAVEMENT.
~~ STORAGE TANK VENT STACK, PAD, AND BOLLARDS.
(~ 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR FUTURE USE).
~~ LANDSCAPING.
~~ BOLLARDS.
~D CONCRETE CURB AND GUTfER.
<i~ CONCRETE GUTTER SWALE.
~9 (2)-2" COMMUNICATION CONDUITS WI PULL WIRE FROM KIOSK FOR CONNECTION TO MAIN STORE.
~~ INSTALLATION OF CONDUITS SHALL BE ACCOMPLISHED BY BORING.
/16\ SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE AND REMOVE PAVEMENT AS NECESSARY FOR
'\..'J NEW IMPROVEMENTS.
<i:V SELF SERVE AIR/WATER UNIT MOUNTED ON 4'-0" X 6'-0" X 6" CONCRETE MOUNTING PAD.
<i~ PUBLIC PHONE PEDESTAL MOUNTED ON 4'-0" X 6'-0" X 6" CONCRETE MOUNTING PAD.
<i9 4" WIDE TRAFFIC YELLOW PAINT STRIPES (2' O.C. @ 45. ANGLE)
~~ 4" WIDE TRAFFIC YELLOW PAINT STRIPE FOR PARKING STALLS.
~~ CONCRETE SIDEWALK.
~D FLOW-THRU WATER QUALITY PLANTER.
~~ SPILL RESPONSE INFORMATIONAL SIGN ON FRONT OF EACH DISPENSER' (10 TOTAL).
~9 3/4" CONDUIT FROM KIOSK TO SPILL CONTROL MANHOLE FOR SENSOR CONNECTION.
~~ 2" PVC CONDUIT FOR 24V IRRIGATION CONTROL SYSTEM.
~~ 3/4" TYPE 'K' COPPER WATER LINE FROM EXISTING WATER SERVICE LINE TO AIR/WATER UNIT.
~V 3/4" GATE VALVE (IN VALVE BOX W/ TRAFFIC RATED LID) FOR IRRIGATION SYSTEM.
~~ YELLOW PAINTED TRAFFIC ARROW.
~~ PROTECT EXISTING 6" DI WATERMAIN TO REMAIN.
~~ FLUSH CURB.
(~ 2' WIDE TRUNCATED DOME STRIP ADJACENT TO DRIVING SURFACE.
(j,?; POLE MOUNTED POWER TRANSFORMER BY SPRINGFIELD UTILITY BOARD (S.U.B.).
~~ CONDUIT (WITH PULL LINE) TO KIOSK FOR SECONDARY POWER SERVICE.
O. Q) "It
:::s "It
U ~N~gj
~ol1O
L NNl'0
()) -0"""" l'0 I
~ co>N,.......
.....".N 0>
o Na:::~
L .00.........
'-...... W ..1Ol'0
...:s... .-0..........0
Cl>c 10
()) 0..S2 ~..........
r- o~ 0 X
I-~ CO o..c: 0
l'0o...o...L.i....
EXPIRES:
RENEWS:
w
~
Cl
:z
~>-
a::: CD
Cl
u1>-
2!5CD
(f)
Z
o
(f)
>
W
0:::
:z
o
Ii:
a::
u
(/)
w
Cl
o
:z
o
("oJ
"'"
("oJ
~
l.{)
Store #00328 Q)
E
BS ~
())
.....,
o
o
Project #: 10583
Designed By:
Drawn By:
Checked By:
Date:
Scale:
Disk File:
Model:
1 0583-po 1.dwg
AK
09.20.2010
F~ROJECT SIGNAGE SCHEDULE
NOTE: ALL SIGNS UNDER SEPARATE PERMIT.
("'0 NEW LOGO & "FRED MEYER" TEXT SIGN (19 S.F.). SEE SHEET A2.0 FOR DETAILS.
(~ NEW PRICE SIGN (60 S.F.). SEE SHEET A2.0 FOR DETAILS.
(~ NEW PRICE SIGN (45.5 S.F.). SEE SHEET A2.0 FOR DETAILS.
(~ NEW LOGO SIGN (6 S.F.). SEE SHEET A2.0 FOR DETAILS.
(~ NEW KIOSK LOGO SIGN (5 S.F.). SEE SHEET A2~O FOR DETAILS.
1 "=20'
Address:
650 "Q" STREff
SPRINGFIELD, OR
SrrElMPROVEMENT
AND UTILITY
PLAN .
FRED MEYER
GAS ST A TION
Drawing No.:
SP-3
~ofl
Q1
5:
-0
L
o
I
o
..c
Q)
5:
-0
(/)
I
f'0
DO
L()
o
N
Q)
5:
-0
....;
I
f'0
co
l.{)
o
.-
N
Q)
5:
-0
..0
I
f'0
co
L()
o
.-
N
..;...:
())
l.-
X
w
f=
o
:2
::s
o
It...
W
n:::
x
:: I
o
I
~
.-
o
I
~
o
u
(j)
:2
Q..
l.{)
:i:
f'0
BS
Q)
:5:
-0
o
0..
I
f'0
co
l.{)
o
..-/'
c
o
:;::;
o
.....,
(/)
(/)
o
Q)
..-/'
Q)
c
'C
Q)
Q)
c
"51
c
())
..-/'
f'0
DO
L()
o
..-/'
(/)
o
o
o
o
.-
..-/'
a.:
~
tl:
--- --===--- - - ~
~
F-e;::-~
o 1 0 20 40
~~~
SCALE: 1lR=20'
STRE.ET
ii
"
"
"
II
"
"
"
II
"
"
"
"
"
.n I
" I
"
"
"
"
:: I STOWv1 MH .....-.
:: I RiM ~ 450,67
:: F:... = 445.85
:: IIDFR f"-S"IL'"
L 1'\ \' ~ ,,, v. j
II...~
" !
" I
:: I
" I
"1 'I'
"1 CUl~B INL~T ....-.'"
:: ~ RIM :::.. 450.53
" .
"
"
:: I
II
:: I STORM MH
:: I R!M = 450.55
:: ~ FL ~ 445,82
" -~- ("'"-R AS P'''''l
II 1 ,Yc.. f'\ ...... 2'H)iL i I
" I
" I
!! I
"
"
" I
"I !
rrX
L.~:: $:. SANITARY MH'-",
~ 1 RIM::::: 450.41
ll"- 1
,,~
:: : ""-
II i 1
II, ,
II '
II I
II' .
" ;
" '
" I
II, ; 1
::D1<...
"
:: ~ ~
:: 4-
II II
II
II
"
II
II I
"
"
"
II
!! I
:: !
"
"
"
" .
" i
II 1
. "; i
l :: y......,-k
....-......-~ ,K
T :: ~ ~!...~.)I
" I
"
II
II
II
II
II
"
"
"
"
"
II
"
II
II
"
Il
"
"
II
Il
II
II
"
"
" 1
"
11
"
II
II
11
"
11
11
"
II
II
"
"
11
II
"
"
II
II
II
II
11
"
II
II
II
"
r~. II
~Ll.J ::
" !
II ;
::t><1
II '
:: C>;<1
Il .
"
Il
"
"
II
II
II .
II
II
II
II
II
II
II
"
11
"
"
II
II
"
"
"
"
II
II
II
II
II
"
II
II
II
II
II
II
II
II
"
"
II
"
"
"
"
"
II
II
"
II
II
"
"
II
"
I-
W
W
a:
bi
J:
10
GRADING, PAVING, AND STORMWATER MANAGEMENT PLAN
.- STORM MH
CAUTION: \ RIM ~ 454,:')/
UTILITY CROSSING \ FL 8"(NE) = 448,83
IE=446.1 f (EX. 15" SD) t.~)5) \ FL 12"(S) ;;::; 448.49
_ .,. I TP=445.7f (NEW 6" SS) ~ \ FL 15"(W) =: 446.49 ,'-', 'I . . (.
~l ,CD / fl. ,'q,~ 'V 'I \ ,/! I / ........~ ,,'.: 1111 .J": i='ANfll!T ---- ---
~, ,. ~ Y i.J !' ',1 ' :: 4 . : 11 :~ ' I \ (. ~ ,,/ II' . -<fl ~II ~:'; .' v , ^ __--
::,AN.TAR. M". IE! II . .(\ I! '\...- r ./ '& ii' I /" I CY" ~I 4 at 'I rq/v: ::::: 454,uZ__-
RIM := 450,72 'I ,cp / :: '..: I' ./ ' I 'I Ct...EANOU7!~; \ ~-.- ::~: .,', _----. -.-
, I't { ::. . I I! '~ J ' ; RIM 7:'; 452,19 1 \ / :: _---.~ II
I;~O.-\\;t" -41 :- ~-5AN-_r - ~)I:.;.----~ ----0-----+~5f.'t:\:..:............--,~1.........-7+...- .. -~~..... ~;""---"~~'---fl0~~'JI!...jl-'-"
I" II <: I ! , I -I. I 'I' --- II . ~~ I' ----..
'1'1 II :,1 I 1 .1\>< I'! / ~,.. .11 _.----
I . I \'-.... ~.! '.', 1 I I !-r" \. : -.- \ II <t t- I -----
i ! I : \~Jl' ': I : I lA\.~ _}.---~ ~ /I( )...~ _ /::.& '. I' ___-----
, I i I 1{.'" .;; . , ! I ,t'~\~_ ----- I :~ \.,-- --' -it jt:::::;:'::' ..-' " '. . .~-
I' , . 11 I I I-~\ -, 10- '1,....~.JT : ~_.--....,\._-_.--~.........J, !!--' II~
: I '\'. Ii' 7 F 13 i -- ~\!/ ~~'--L j! I LJj ! _----~,. ._1--'----;'\ _ ---......."..., II
! : It \ I I I/'I .<..L-4.-- "/~ _ __..J.-.. __ -- -- ; . . __---" -<I . 1 ' ~'AN'Tf,.DV liH
: . I II (,. I 1 I ....<_--..;- .~ ~ / :'::'l-., '~.. __ -- --.::: __ ...-' t'- .-" I I \ ~ ,.\\ __ - /14...ll ./. ~II ...~. ! P..K, ,~,
, , II \ I' I -- I 1 -! ./tJ"" -.-'- . ~. 'I' ..---- II. al r.;n..' .1i-,17"
i ; . 1I<t' I! '~-- /r" \ ..._ _..- _.....~- -- I I! '__,,\~- II . III r,II'!l =: ,:Y't"L
! ! ! "A.. I l/'" t:~-1-::\::"-- --r I I -1--'\ 'I! \ :: . "1 '. r-L c'''{E''\ .d<if.'"'2
; 1 I I:. \ ~ I . -.- /..'.. .-.- ~'-:I -- -- ""'r \.J ---' I I : '\:' 114 '1 'I r . 0 '- ) ...:..0 .'..0.0..
:: 0 II' 4'~!r- ,..----::::-..=<::---.irl' I ,\! __ul ---, 1\ \\ ./ II ". d . II ~-! "'''{Vi):= 4t..;z46
'I ['-~l.~ - ::H :::':-U~ -. ~ --. X'l}f I \ ! I - I ~; \1t ,\ I /1: '<4/ I il . - 0 , ~J 'oJ, ,
l ~::Yt.- r-~~"-:- .: I ;I; 1"" -r1 v: . : -r I ;; ~ //~\ :: . a' .'.:1
I, i I ~ M'A.~4:iJ.J ;~?'./---~/ \' 'I ;; I ;~ ~ ::4...../4.\.:1
i ! I I ~:: . ~-. : I '~/1:: I / I : ; \\~" /" :: <<$ { '. I':.
I 1 l! .Q:: '4' :r I l: /~ I I / I . \\ "'-.,.... :: '.. .'f:1
! ,I \ 1I,t, . I i ~ /, ~ I !!! \ . . ' _ "-.. ,/II 1>..4~' II
I! I \ 1.1 Ii; r"A ''''H \.' ':!: -- I 1 I I ; . r- Cll:AN"QU i ,_.... ....-..~_._._~ II q I'>JI
1 1 I \:j.. I''j d ,v ,.~' I I : 1\ / - " ky. \ ".:: .... '1' H
::' 1'\1 . ~:. I ,A"IM:=.4. .,,82 I I ~I ~ \?-- I'L Ill'.!} -:' .1i49.3 ,1.1::J: ':. .41/ll
1 I I ,\ .6, . .1 ~~ V FL (\1):=4.49..,5.8.' 451'.'5::J: .. .. . I : . S0MfJ ,7 4.48.8 . . ~,. >1. '.~ II
! I! :: \ ' 4. ! / . I ."ME I j i i!! ME...-: 11 " /1' ':1
~! ll.' I { -" ~ ...,....-: ... .J . I II! ./.; . <1 . 'I
I f'-..l ll'. I!. ; 4t::v 1:l:",'~ ..... I 11 ,I" -<I. '1
", II. ~l Y'", '/ ,.fj I " . . 4! 1 il
l' "'~t'I" A .t~iJl . VIE ", . , I 453.0::J: /11 /' '. fi
! I, II I ' ,/tVI'" f // I I / . . <.'
. 1 fr.........., <I, , "" I I /~ I ,.LL, I . . (' I It
I I \ 1Q] . '., ! ",,,,-" . .1 ) )'_ ~~ _ _ _ \ 1 I l- I '. <i' . . ':.
j I ~ /,,;/ II. .'~. ~:4t/ . '.:.~7".-4..-.51~9i; --~:;i:......:::::::::::_-.::.+~-~---::::::::::L:jt\._:::::~ . '''I'~ .\. :1.
! I I /., I! . ., r . .. ;~ . . . .j "/. I..... l'
. ! 1--':;/ II <t.. '.1 'i .;;~. :ME . ';/':l', ; ! I; " .., 11
'}! i ,/ II . . I 1 Q{ .... . .' . /. I... " . I 1 " .... I' I.
:._~;~l 1:~.{I:: 1'45..2.9: ........ ............:..~.....:..'<~.:. "'" f"ATf"H BA',ii\;...J l! "1. "~: .' :.6.1.:1
-~ I lk . : 1 . . .' ......<..... "://"~" ). ~h _./ v v ~"<!' ;r,.' \.<:t. :1
d i) i II. f. .', 1 '.453:0TC: .......~><....i/tj: ^j. . '"VG.t /v RIM::::: 453.28.~ / '\: '. 41.11
11='( ~ f' .. <;!rr-~-'i/' . 452~9FL' . .. y<'...;'r5.... . . ~" . '.. . FL 6"(N) = 4!:}2.22 i! \ / \., . '4'1~' :1
i . II J' . . . 11.... !, \. J I
. ! II'.. .' I ~ ",::: '\.. \. '1.:1
I I. II' ': " 453 8..1.. ' 1 / \.' . II
1 I II I I i "1 , . ..I.. ! ; Q:f .' <;l
I ! Ii '., ;!: ::1' l",~. .'. M. E:'-.. II /' \'. : .:\~; 14tll
II ., I' .', I ....... \ <1 I
J: I 114l-:;-;~ :..- ". . '-"',>,1 """ ;; // L ~. ':. J1:'li
II'! ,,',(1) :1.1\. ..1' '~j' '.1'1"" "",-. :y: / \1 ~4 . .t. ".(:~I
III ""'1./ :~ .1....~ III r .r\ '..".'. ':1.1. 4541::J: !:~':' 1~4 \.:
I I .':'.' ::. \ <l I I i I . .\ 'S("<-. . , 'I . II. . . '. .:
II .j: i ~ \ .'v~ . 1", ~ Il I 1'1
! i' :1 '4' ..l I ! \ \. ',. II'~ r. ::.. 4 <to 4 '.:
IJ \ : ! \ .'. ..' ''':'''--q,,~' .. II . I RID :: ..4 '1" 1'1
I I :: . <?A \.: I \ S'EE..'DLT:AIL. ':1.!C6' ~h."'.' ~Gf ::.' ..: 14:
! ! II , ~l, I! \ 1:.1; . '.' .' ...j.~ I ,,-. . ~ I . I
I! I :1,,- \! I \ FOR CANOPY.SLAB '. . .. l!~ ~:. ,".4 .: J4!
I I I :: -P//':>:w1.q I .. I GRADING DETAIL:lll ~'''' !! Al I!
l' II Iii' . I, II-Q.' ~
I 1 ~I . ".6 I i f. H . I ~ n:.. r;.. I'. I
,; I 4 'I I j I "- :: . . . -<I' I
I !! ' 'rl .' .. I 0 I l J ..1 "- II.' I
;: ; / V~' ..~11:r / ii! ) !r-' ... .}~..
i, I. /J" 1 ; . .. "'1 ;' II '. "1 ,
I I ,/" II ( 'il II '.. 'L
: 1 l-+/' :: ~'. 4 ~ r ; '. \! .: ; :: . r.. .
! I ~ I :~., :'.. .~ j ! ;,: I,. I ~ n' . ~" ./4 I'
I I' !L' '. t':i : \ 1111 ': . \: .4< I'
I ! II -q . .J 1 . dl I II' ..-I' :
" .6" 41 . -1'1,1 I /1~.\. ". '\. r
11 '. '" 1.tlr I/,_ \ :i. : ';. II
! 1 :J . :f lr\\ U II ' :: '. ~ .
II . 4 ~ ! . ~ \ ,:" .
i ! 11 . ~ . II !! '1 I \ I?'" .
'. i. :}. ~'f! ! I Ii" .' .
ill.) II ! 1 I 1" . .
i 1 "'. ,g: Ii,' I !::. :>'1
I ! II . .':f. I ! I ' ex B'SIN I .J II . . 6:
Ii" ~? I I ! t_ . , A . . '.
I :.:~ ~-:.= J .:::.t 1=t: f.=\ . EX, "!~IM~4.53.34 .: ,/ :: 4. :
I lJ ;'" I EX. FL 6'i(N}\~452,.31 I II <<:
: I ! ::'~ I.) . . i ~1 R.. EPLACE. GRATE WI: / :::"': ..'1 I. I
! ' , :r~ r : 1 . I ! :: . . . 4 . I.
I : 1 1.1 t' '<t ! '! I I It? "~I:
~ j ! II .(1 .', 1 I <,Q II. . ~ I
, II lit ~. II. .. 1'1
I I 11 " I 1 I f l.t!) : :: ~ . I
._~'.,' "\:,.: 11'\ II ';i:. "". '" ~r
_ n '. <-'1 i I II..
I :J .<\. "i ~ i I ;1 :: . Co. I
. I "f "' )f..l:::t I II. . -< . I
'I I, \, II . I Pi Jill. ... .
,. \ n . ~ ~!1 . I I II' . <1 I
"<I 11 I', . f 11-:::
I! ., \\ 1/ . . A' ~ 1- _" I / II . . ". ,
II "4')1 1/ II'(} I
I ' II. ''''7'''.' ,f II..'
: I I \ 1'.1' ~'t"l ~ I'~ - - L
I 1 ,<:~... 11 I 1 ::4 4..
Iii \rr'UjL_ !. /1/ <-_J: Il! '. '4~ .. / '~l
! I \11: 1 1 I /' ,:,. . \ I P" '
I' .". \31: ;: Y'''- \ \ I I[ " <:..Ii . I
I I.~ ,.1 11 \ I I" . ~ .
I I I /:1' <J /: 'I t, ::..-<1 . I
T' I I A~' :: j .: ;;', j . ,\ p: .. '" ::-1 . <i
S~N!;ARY~!v1~......... x>:J :.:'. "I .:n !: \. :: . ." 4, :jJ
RM = 4::>0.74 "'1111. II <<If ).1.....\1 I I \ r I" ""'. I
,. ,,/. tr:;l' II..
(,A r:'.' ~II \ : \ I:: 4'. .Ii. '4 4"j
\ ! i lli'. !c\ vi ' I ~ \::.<1. '.4 . .
I 1\1 \....,.....-.t ~, " r, i I I I is' ", . .
. i ",.~ ! I . I ~ I"
I \.' i In \.. IT!.... I 'r-. II '.
'\, ~:;::. -.10.1' , ..._ I ut Ih:.<$
! I \ I :~! .~ II ~~"'-7\-. ---.--- -<I . <:
I I \\~ t.: 'j;.. :, I II .453.8:1: \.454.M2::J:E '41' "'k'
1'.1 ria::, . .\: .4. ..:
I'" ~\ II ~ . I Ii. 'ME. .\' .
I ! "\ \ :: '. 6 . .: ! j..J . .' . .
i' i~ !! </. . . i rt~ \
; 1 I \ :::~::: I 4539 \.
I ! II j '. .:c I . ' >,
~ i'I.)I..- ~
"1.>1 I 1
l~"d; , -c.:"';
~ t ~1 I'
1;:-~jir~:: j
'~ !y:;..t> \Ii '.J
; ~ //r f~'..j. (] 18 LFi 7
rf=~.~ : l~": I I "--....
\L:rN' ~ ~ -... -... :: ,?\. r:f"7-::' -- . -"--...
,t.<"Y; ~"'....... "'tt ~~ . I I . q'.l. .:
/; 1;:, -i: "'~ . ......i r
/ / i i' i" .....'.i"~~ __ ~_...-
S':ORM MH -.-/ I! '\ :: q' 4'/ .: l" -'-"
-r' t /I -.' 0 ~ 1I..f, . I 0
~\' iV "'" ""0 I, v I I; ". . I I
"'l /. A c: ~ 7 I: fl' f .j!
r.. :::: tt'TU,O I!! ::. I..:: .', II ---
(prR AS-8UILT) , ' Bit-.: ! If'
, l.. , , I : [[, . ~: : I! II \
j . II/" .:. I I (\
, ; ~-...'! i - .~' V
I I -'-';'0, I i ~:> .
, , H---:-......'J<: p= -= -
I; II .(,'/4 il i 1...__"_._
II . '11 i
! i ::... . .:I11 451.1:1:
I I :i" 1icJ.. ME
Ii !I r..~ '~ll
:: 4 ~;!
II ::".' ~l
! i ::. . 4'Q ~ I
I I l:' . 1: I
I 1 I ::' ., I: II
: : w-~~~~Jrl== ===::::~~~
~ i , -t:-..-..... I i _ ;---... ----"'"
I ~ ~__/'~ t!l< : .;( ~'.,,'-,
'. I) I ,. --;,\
! I II, r-~ "45;2-;-f) ~
I i I
Ftf~dl
ifLJ ~
161,195 S.F.
~
I." l
'''........, 1
'~r..z. " .'~' .:1!"" .~. · '.
... .. ../
1 FLOW- THRU WATER ",,/ , 453.2 .
QUALITY PLANTER \. ; 1'.....
'\.. ~ ~
"'-. ;, FH (I ..or
" ' ".:* i..,,j 'I. .'0
--::~.,,_. ~h '~;t.. . /' r \ .
".. , ... . .. .... \ .'
^v!.... -~~~~:::-':.' ----------;...~..::::.:: 452-S:t-----;........\-------;...---------- ..J
~ "...... \-... .' \
~ "..... 4", --........ ME "-~'-'" i
1 -. - '~.'
--- \ -.." -'" ~-. ..."", ---.. f)( '--.. ,
SEE DETAIL 1/C6\ -.:.:...~ -:: :: ':: ?!: So '-~
FOR SIDEWALK ~ -- ''''- -..., -- - -~ "'" --"""""--...
ELEVATIONS!lj ~ :' -" """ ",,,,"::: __ __ "" '''-''-'''~__. __..._.~.-.._----
If -----.. ..,,- ....~ .:- ."'-. '... _.....4&71:0
j ........'"'- ~~ ----
/ ------ . ......... ~~:-- - --
/ "---.. -..~ - -- ""'-
I ---
/ ~.-
~
4:1
r- CATC H B!\S IN
i lR'lhA 12--1
I i jjVI =. . ..... l
I 10>l(NW) = 448.27
;'("-.........-- I FL 4 H (SvV) := 450.25
-. / I
..,........~..:'vy."""-I-...... I -...................
""-.". j-- ::':,::_:, :' __ _~ "I ..,-.~-.
~~ ~.......,,~ '" I
""'IS: ............--..........' -0 ..~" ~.......:-1 - _
~./\:/1 .'""",,-'" ~ .......t...... ..............
. 0...i '-, ,~J -....... ....... ........ -- .........
;;~I '- ~~, ~ --, ......... .....,. "'~
'-i..J/ [~'L__ __ """ "'"
--""-.,.....
! I
I I
I I i
,
i
K !
~ ~
~
I!
II
-.......
r-.... EX, SSMH
I
I
~, S~R ~~
........-.......... ....-............. ........-........ ....._..-........ ..........-...... -.--...-. ...--.-...... ....--......... ..........-....... ..-.........- .-......-.-.. -.....-
-- - - - - - - ----'\._)
PROPERTY LINE
-..................,,"'-....
--
I I
I ,
-
j :
! ~
~ ~
.......'..................,,---
.........
1 ~
! I
i ~
CUT IFILL QUANTITIES:
CUT: 1,800 C.Y.
FILL: 1,600 C.Y.
NOTE: CUT !FILL QUANTITIES ARE APPROXIMATE VALUES FOR
PERMITTING PURPOSES ONLY. THESE QUANTITIES INCLUDE TANK
EXCAVATION & BACKFILL AND PAVEMENT REMOVAL & REPLACEMENT.
I I
I ! I
I I
I I
II r}-___
1 i \_-'\.
j~ \-.- EX. SS.M.' .1",1
(1':'-1 ,- ~ .
tj{
'--EX ('T""RV UH
H ~):Ut iV~ t~f:.
~GHAU~
1lJV"' \
<>
<>
LEGENID
(')
o ~
-f,. .....
~v ~"
'( 1- <<,~
'tvG ENG\\'\<(;
18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
(425)251-8782 FAX
CIVil ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
PROPOSED FINISHED GRADE SPOT ELEVATION
453.5
~
453
-----------
PROPOSED CONTOUR LINE
PROPOSED PAVEMENT RIDGE
PROPOSED PAVEMENT SWALE
PROPOSED CATCH BASIN
PROPOSED STORM DRAIN
--.8../DGE
If
.., .
.
SD
EXISTING STOHM DRAIN
PROPOSED ASPHALT PAVEMENT
I
I'~
I
." <.1.,
PROPOSED CONCRETE PAVEMENT
TOP OF CONe RETE
FLOW LINE
PROPOSED ROOFDRAIN (DOWNSPOUT)
MEET AND MATCH EXISTING
SURFACE FLOW DIRECTION
TC
FL
DS
ME
O. Q) 'l;j-
::3 'l;j-
<-) C (00)
Cl>C'>.jooo
~olLO
"-- C'>.j C'>.j1'0
Q) -01' 1'0 I
~ cO)C'>.jl'
'-" 'C'>.j 0)
o C'>.j a::: r:;)I'"
"-- . 0 0.--
~ lL! -oe~
(/)c LO
Q) 0..Q ~'-'
..s:::. g 15 ~ x
t- 1'0 a.. a.. ~
~
STORM DRAINAGE CALLOUTS
CD FLOW- TH~U WATER QUALITY PLANTER W / UNDER-DRAIN. SEE LANDSCAPE PLANTING PLANS
FOR ADDITIONAL INFORMATION.
o 4" PVC SDR-35 @ 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO STORM. SEE ARCHITECT
PLANS FOR CONNECTION AT COLUMN. TYPICAL FOR ALL LINES UNDER CANOPY.
Q) 6" PVC SDR-35 DRAIN PIPE @ 1.0% MIN.
@. 6" CLEANOUT TO FINISH GRADE.
@ CB#1 - CURB INLET BOX (NEENAH FOUNDRY R-3165 OR APPROVED EQUAL)
W!STANDARD GRATE
RIM=451.00
IE=450.12 (8")
@ 8" BALL VALVE (NORMALLY OPEN) DOWNSTREAM OF CATCH BASIN, IN CAST IRON BOX WITH 18"
CONCRETE COLLAR. PROVIDE MATCHING T.,.-HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER.
(j) 8" PVC SDR-35 DRAIN PIPE @ 0.5% MIN.
@ CB#2 - LYNCH BRAND CATCH BASIN (MODEL LYN-CB-42-6 OR APPROVED EQUAL)
W! HIGH HEEL PROOF GRATE
RIM=452.40
IE AT EU30W=450AO (6")
EXPIRES:
RENEWS:
I.J.J
!<t
o
@ TRENCH DRAIN SYSTEM, INCLUDING;
A. TRENCH DRAIN: J.R. SMITH 9931 SYSTEM W! DUCTILE IRON RAIL EDGE, PRE-SLOPED TRENCH,
END CAPS AND CATCH BASIN, ALL SUITABLE FOR CLASS 'c' LOADING.
B. GRJ\TE: SLOTTED CAST IRON #9870-477 -MADA W! LOCKING DEVICE.
@ CB#1 - JR SMITH 9936 INLlNE C.B. W/TRASH BUCKET AND HEEL PROOF GRATE GRATE.
RIM=4516
IE=449.76 (6")
@ 48" INSIDE DIAMETER SPILL CONTROL MANHOLE, WITH ROUND SOLID LID,
PER CITY OF PORTLAND DETAIL SW-500
RIM=452,8f
IE=447.00 (6" IN,OUT)
BOTTOM DF 18" TEE SECTION=445.5
BOTTOM OF MANHOLE=442.0
INSTALL FLOAT ASSEMBLY WITH SENSOR WIRED TO KIOSK TO WARN OF FULL CONDITION.
@ 6" BALL VALVE (NORMALLY CLOSED) IMMEDIATELY DOWNSTREAM OF SPILL CONTROL MANHOLE, IN
CAST IRON BOX. PROVIDE MATCHING T -HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER.
@ 6" PVC SDR-35 SANITARY SEWER @ 1.0% MIN.
@ FIELD VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING SEWER LINE PRIOR TO
CONSTRUCTION. CONNECT TO EXISTING 8" SEWER LINE USING AN I NSERT-A- TEE
CONNECTION (OR APPROVED EQUAL). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES.
@ CONCRETE SWALE
@ CB#4 - LYNCH BRAND CATCH BASIN (MODEL LYN-CB-42-6 OR APPROVED EQUAL)
W!STANDARD GRATE INLET.
RIM=451.10
IE=449.60 (6")
z
~
a::: CD
o
cn>-
gsCD
(f)
Z
o
(f)
>
W
cr:::
z
o
~
1E
<.)
(/)
I.J.J
o
o
z
@ CB#5, 24" SQUARE CATCH BASIN
W! BEEHIVE GRATE SET AT DESIGN WATER SURFACE ELEVATION (ELEV=450.60)
RIM=450,60
IE=447.40 (6" N)
IE=447.40 (4" E)
IE=447.40 (8" SW)
Project #: 10583
Designed By:
Drawn By:
Checked By:
Date:
Scale: 1 "=20'
Disk file: 1 0583-pg 1 .dwg
Model:
Store #00328
BS
BS
AK
09.20.2010
@ REMOVE EXISTING 8" STORM LINE AND RE -CONNECT TO NEW 8" STORM LINE. FIELD VERIFY
LOCATION, SIZE, AND DEPTH OF EXISTING 8" STORM LINE (LOCATION SHOWN PER CITY AS-BUILTS).
NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES.
@ FIELD VERIFY LOCATION, SIZE, AND DEPTH OF EXISTING 24" STORM LINE (LOCATION SHOWN PER
CITY AS-.sUILTS). TAP EXISTING 24" STORM LINE AND CONNECT USING AN INSERT -A-TEE
CONNECTION (OR APPROVED EQUAL). NOTIFY ENGINEER IMMEDIATELY IF CONFLICT ARISES.
Address:
650 "Q" STREET
SPRINGFIELD, OR
NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY.
2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION.
3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE.
GRADING, PAVING, AND
STORMWA TEA
MANAGEMENT PLAN
FRED MEYER
GAS ST A TION
Drawing No.:
SP-4
~ of~
01
:s:
-0
L
o
I
o
...c
01
:s:
-0
(f)
I
n
co
L{)
o
..-
N
01
:s:
-0
I
n
co
L{)
o
..-
N
01
:s:
~
...0
I
n
co
L{)
o
..-
N
-;...:
Q)
\-
X
w
~
o
2:
:S
o
I..J....
W
0:::
X
!
~
o
<..)
if)
2:
Q....
f'..
.q-
n
o
N
...........
N
...........
L{)
Q)
E
~
...........
Q)
-0
o
01
:s:
-0
01
a..
I
n
co
L{)
o
/
c
o
:;::;
o
+-'
(f)
(f)
o
01
/
01
C
'C
Q)
Q)
c
'cr,
c
Q)
/
n
co
L{)
o
..-
/
(f)
o
o
o
o
..-::
Q....
~
r.:;:::
-- --.~ ~~~
~;- j
F->~=-~
o 1 0 20 40
~~~
SCALE: 1lR=20'
ii
II
II
II
II
II
II
II
II
II
II
II
II
II .
::$ I
\1 i I
II I I
II i
II .
\I I
II I
II I
II
II
II
II
ll~ I
II I
II I
:: I
II I
II I
II I I
II I
:: I I
II I
II I
II I I
:: I I'
II I
II
II
II
11 T'
II
"
II
II
ii i I
l;y
Ml:
.. lls
I I
I
II
II
II
II
Il
II
II
II
II
II
:: I
Il~
::Vf'J
II I
II I
:: I
II
II
/I
II
II
1\
II
II
II
"
"
"
"
"
II
II
"
II
:: I !
STREET LIGHT \ ii: I
,; i!W
.- II t'r.-f
,,! .
II
II
II
II
II
II
\I
II
II
II
II
II
II
II
II
'11
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II I
II I
II I
l: I
II \
II I
II I
II t
:: i
II t
II I
II I
II t
:: I
II I I
II I I
Ii ! l
II I
E[I :::
II I
II ,
::~
" I
::~
:: ~
" I
II I
" I
II I
:: I
" I
" I
" I
II I
:: I
II I
II I
II I
:: '
" I
" ,
II 1
11 '
II I
It :
II
II
"
"
II I
II I
II I
:: '
" I
II I
" I f
" I I
:: I~
Ii : \1-
"
:: : I
ii ! I
II I
II ,
II
II
II
I-
W
W
~
:c
Ii;
LANDSCAPE PLANT ~AA TERIAL LEGEND
LANDSCAPE PLANTING PLAN
I J I 1<45 /'/:: t~E::::5:::: V' ,././ I II'; v' \ '" ./' . ~,..... j . /,;' ~ n Ilii ___w.-- --.~-
;/' ,I' :: ~:~~:~~~:~. : I \\ ~ ( ; I ~ /,,/ ,II 11111 ----
'Ill' El~ (f:: i-::J~~I' ! : _~\ I :~// ////n 1:1 .-------. ~-----
'1- II t:::~t :r~ I ; I I /"""1"/ /'" .. 11 .w----- I.
I 0 \:: ~::%:::~.:::.~: " r-'--' ! I { (1) ,. 1 ~ [ / ~-----. ::0 I:L
ii' hl-\;\\f~lll~i ..sAN-;-T-I1--- ~--O--'--N8~:I'h.-/~~6~"Jt-l.~~'''~2:'-'''=~:==--''-''''':'':::-=~--'/~---;i -iIl!- __ ---- -
III i I ~\k 1:.:11.':::::: I I' : ./ ~, "1' v ' --.-,.- II IJ II ,_._-
I I ! \' \'R1l'h\ ~:~:t:1.:::::5~::5: I', ! 1/" _.J.-l ---- ~l I 9-:; _' II:. ---...---
Ill. I I II i..,::f.:-,:::.~:.,:, I I I -.-- I L ._~. I -: :;:::. - II tJ ----
U ~\"~" '.W::: I I I ' --- - t OT LIGHT ~ - -' -r- -- ...--l 11_. II
I . :1\ 1~::1~l:~::t:1: /' I ill-- -- '::\\I~~. ~- -- -- - :.- .~ -- -l- \ ' .. --- --:1 1 :.
Ip I: \ 11 \ ~~\I~I__--- /{"l : _.._- -::j@:;~:::.:::::::::::::::rl' .-.--'- : ,/ .Jl~.--- ...---- --~! il !t
II ! I :: :::~:f 5:~:::~5: /- .-!.::. .-- :::1-1' -.- -- - ! . "- ~ -' \ i \ \ /":: I:J
r::.,:t' ,:":.:":::" _ - -7-:- ._1_ - '1 -1 ----....., " - \' \\ .-/ If I ,I
I I II '::a: 'o'';'::~f!- - . - ~ {5 I I ' - 17 "6 i \.\ " I 'I
'~ lJ-_. -- ff'.'~I:-:-";":"1.. --.-. "II I - hl8 If I . \ ~ '\ II I'
I rfrJ I -- - ::u -- -:.J.:?i: :::...';". I 2L V I I ---- I \ "l, I I ,-,\"11 ~ \ . ,...-1' I ,I
il' 'f-' -( ::---- f~~rY':.:L ~ --r'! .-- I I: ~ '1.1./"',\ //:! I I!:
' I \:: ~~~:@:~.......:--' mAP' T~ : ,; ) I ,.//~ \I '~~ n I :1
It I \ 'l:::~~,:,,,,,:,:::~,/r ~ I / ~ '\ \\ , ' II / III
I I 1 \ II f~J ~~: / )2/)/2\ f&AL. II ! / I ..~~ \\ ", :: I :1
I I I I \1: ~::.:1~ ~~~ I ~ WLE: if}1 f ; I I I ; /"~ ~ I 11 "f-' ..._--""'~: '-..~t
'I' II !,: \ 1: ;.;::T;..}! ~I /10 3/47 CA ~ ill I j ~ ,~ ~/ ~ wi, : 4 11 :/:t
I III ~.,:3 ~- 'I ~f-o; '~ ,,/1 ~'~O ~r'l ./ I JI V 1,1
I I fro'. . , : , r ! . I I I It... -II / I
I ! I. 'I \ t~:f ::~~I Ii /:"___.J~ I: ~ I: II ~ 1.~ ....::~ I it
Iii I /.Jq 1L',.~7".~ll I L)--~----~----!----------r1------._.----oJl.--_.J,~~-r< ~ !:, ii
i :: I ~/ IT/ . . '^ ~ w~ ' ~/ ~l---------------;-----------'-"-"----'1i----l-\ ~ .~/ ~ I I Ii
~' H J -<~~: -.Q51 / "'--"',: III \",,~>!"{A <::l "I :.
:: ( ',4 ~ ^ -k)::" ',I I" ~ H ~ ' :.
:: I r- '''7::::J 'IfA.~ /"t) ',) I I "--__: II ~ /:~<-", ~~ A' I I :,1
~ I " I Vd' ~ I ( 'I , I
IIWll I !! j< '~\~V, 'jf ,. '''','.... III :11 / . \, I I!l
I II) I ;p --L " ....... , ' \ I I II
III I !!l(~" \~mi' "~--T :'" !! / \ Ii:
I I: I i!l - ~ 111~/E21 CA ~~- - 1/ ~- - --..- -=-R~OV~U.'BQ~~"P-LANT M~~ERI~/ \. I Ii!
i I \ :: I . ',~ f ~"l f i AS I REQUIRED FO''f",~EW 'RLANTI~p / II II I II
I,ll () III V '~l#~LE II I~I ~J ,. 1YFlICAL I "" '" jI/ :: 'II
'-" If \ 1.$: n I nl I ):l. 0 f"... ~y ::',
I I I I ii \ . ,/ Jf?> II fj~---.. ~~-- "-~ ~-_._~ 1 I : 1 '-''',-11 :: I I:~
j. I I ; :: \,' I If 'II I --"~ f \ \ tk.... II I I:.
, II \ ~ ' for..... \. I I I \.. II " :: 'I
I If:: \ I' , ~J !! 0 ~ '; : ----___ II ~ :: I I:,
'11/111 I' :1 \:? Y/r, III I I . I'" I "ft. j "'-"-... :: IIJ
:: i, .....J/..t.-'" I I I "PI I 'l ; I "': ", ~~! I :1
II!!~ I :: /~ r..- ~// HI'I! I I I'''~. ; II ~ II I 1:1
:1/ ~ / ! ~\I i 1Ei31 I I ".. -EXlimNG SOIL AND MULCH ALO G S!DEWl ii \....J..il
I ;: I -H' II! ~ t I) U ANID CURBING MAY NEED TO B I REMOVED !i I :
II
.j :: I / ~,/! 1/ CLII ~ i t\U I '\ ON~ SITE PRIOR TO THE START RF A~Y WORK / 11 X!
I',' ! /If/II ~ ;;;.... Il((} ! I '\ 1Yp:ICAL Ii II /1'
t/ n ., -'"' ~'Il I I ~ .;:!:: I
Iii I 11 ,.~ ~-i:,. I I I \ ~ ::: \ Ii (: !
Iii I ii ~ ~~~11U "..'1 I : I~! (';4: i t. \\ ii \li
I I I I :: I ~ ~'&l ! 0 I LJ 0 \ I I I \; . ~ \ l: i'i
I!' ii I ~ . ,i. i 1'- -'I"r -1k;, REMOVE ALL EXISTING PLANT MATE} lL \ :: i
I I I :: I ~' \rJSf;~' j L I I I ~~ I ~\\ AS :REQUIRED FOR NEW PLANTING ; ) Ii l !
I i _lL _! ~ \ I f I \ (/) ..)n I, , 1YP,ICAL I / :: II
,H=I~l5r :~ t~~~{r I y U ~i\ I % j i I ii Ilii
\1 II ii <'7 t' IJJ+-l I II ~ i !./!i " !
II' !i ".., ,~. ~/ II II Y, \ i ; I 11}i
: I 'l:: ~ II I II I: : / :: I
I I ! \\.:: I I i I I I / I I I: 1/:: I
::! i: ! II I II i i ~ ~. I' ~ -": 1 I:r- - - l
I I 'I II \:: I', J ... j I ') / I / I } I:: ~
I I ! \1;1' t~. Ij()oll - .. I // I . '/: \\J:.1,' lil;,'
I I I ~ I .~~ 3f; I en I 1@\:\}P:1
t I J/" I ! I if) " 1 \ If I
1:1< i! I '"/ I I ii' \ I I ['\,".. i 1\ Ii! .. I
r: 0 ii( ~ I I I lJ ~ ,II I ~ "..~ : \ Iii
I i ~ ! ;; ~ ~~ I I ~ ~-. ~~~U~~ ~ 9 j i"..,~ ~----\-----..-;::
I I \~ :: J I () I I- \ II _/ :;;:,.. '\ \
1\ II ~~ I' \. .=-
~~\ 11 I tOil' (@ .~~._@ l--_~~~gJ~D~~JI~GJ~1'IN~~~RIAL~ \\ ~ ~'- '- 1
Iii I' ,:l J ~! ,I. '-------:x:- - lYP\CAL \ \ '- '- I
I' If ~ \ / I! ) 0
I I. .......H- I I. \
I I i _ U " \\ . ------c--------../--:k-c---------->--,C-------1-------J
if+- J iil ... ~ - , --------w-.----;;-;!~::';w-.--.-- i ;"''if~ ~ ~:
II :, +~~++..., ..-.~ ""~'~ .;.~~.~._~f ~~~Y~1~' I-
II + + u+ +"1"+ ~'-Jf..-k' r' II ~ I
I , ..._..~ I
I~~J.." + A+ , ,,' . &. i
...-:=-- ----------
~w}i;.,~- _m_______
::/ +I ';' \ ~ ':' ~ . - ;~. .iifJBf~j%.'i~',:i";ii!.'l:0!T ~ if) 11 ~~i'(~Wj~~. \ ,...~ tim i :ti!!Ziff~B"i;'%
1 : : ~,~~,:,~~~+l+ ~ +~:&\t~~~~~;f.ii*~f,;'I~ ";~fW_i1;%"", \ '~ L._~___itrff!ffl01
III ,ill if !r./ni I cC;~;~~:-------T~~'M::A:P'L~-E~;~;.t-: ----~~:~~~---..----------." 1
H L } ........'---.... -- ......, _ II '-...__
I I :: I 13 3/4". CAL '".. ....~ --::: ..1...8_ CAL. '-... ---~
II , !' ---- .... --- '" S'"
I I l! , ............ ' ........ - '-........ ~ ----........" "7..:1-1)....----..
II ~ I -, ---- '.J.....; L.""~
I I !! r: I / ....'----.- - -- ::-:::....""': ~ __~------- --::~.?O 't
I I I II I' I f ----.. -- _-;:;.....~....... ~
I ; II I' L -....... ,"-........ ... ',.................
...i: I L----~J ======~~... REMOVE ALL EXISTING PLANT MATERIAL --.......:::- .":-:::.." -- __''''''
"}-k I ~",.., : I ._ .........-_.-=:..~'" AROUND SIGN AS REQUIRED F,QR NEW ~ -. -- ::: --- __ --------
. II I,......... r":: : IL '<::\'. PLANTING - lYPICAL / '-. -'- -.. ::: '- -- -----.......
If 'i ..........-...~....... ~ f""'\ ~ ~/f......~ ................v..~ .....
I I : I -.') /' 10..... '", .....-- -..... .........................'" -- ...--___.....
II I I ~J 20'F .~-;:.....-:--- ___."
f I I '. ill - ,...." ~ "'_~~ ::- ~:"::.':: .~ __
, I I I c.Ui '-':1 I" ....... --"'........ --........
I I " 'hl'- ...1 -'__..... -- -'" .,...... --- '.....
~ t J t! """-. ""... ~ -.......-......
I I ! I -----.. "-........
! I I f -........
{;5l..........:.............
.' < .' .
-. .
. ,.' " ;.
. ' .'
...~
. '.
;" . '.. .' .,:~" < . '. :"',.' ;. ;". ':. ". -.
.:~;.:..... ..<. ..':..0....;:.... ':..:::.."::'::
. ;,' : ,.' '-;:; ..." :'';'', ":' ,.::.,:., ..:.>'; '.:'
.. . . .
.' ':: ::> '" "~:::; ':';,: ::. . ;' " .~!: ':~) , ::~.
1".<"
.Q.'"
'0"
'"
,
,
'"
,
~
~
,
'"
"'", I
'''-_____1
c;
. 1.
2.
3.
4.
5.
6.
7.
8.
-
'.....
Iii
! I I
, . I
II
! I I
I I I
II I i
II I '
11!6-
j I
O.
C,
I
I
I
I
I
I
-IJ-.
- - - - -- -- ---- ---.- --- --.-- ....-.--- --'- -,,--...- .-..--.- -...------ .------ ------ .--..--.... - - - - --- - -- -. -D
I
SYMBOL
0)
T STREEf
C
~GHA(,~
1IJ'f .' \
T STREET
<:>
<;>
T STREET
SHADY LOOP
o
o ~
~ "
~~ ~ ~~
'(. r ~ <(:.
INQ ENG\~~
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING. LAND PLANNING.
SU~ING. EN~RONMENTAL SER~CES
S STREET
S STREET
S ST,
Q STREET
t:i
w
~
~ R ST.
SHP..oy lOOP DR
IB
[;
~
IB
~
tii
o
z
C'l
VI(~INITY MAP
N.T.S.
BOTANICAL / COMMON NAMES
TREES:
SIZE
CONDITION SPACING QUANTllY REMARKS
O. Q) ..q.
::J ..q.
() C IX) (j)
~('oJIX)O
s.... <~~~
(J) -0 I' I") I
1""1"\ cQ)NI'
'-"('oj (j)
o NO::~
s.... .00_
~ ~ -ci'e~
(/)c: to
Q) 0..2 ~........
..c ~~~ X
I- f'i')c..c..~
CORNUS KOUSA /
KOUSA' DOGWOOD
2" CAL.
AS SHOWN 9'
STAKE & GUY ONE GROWING
SEASON; NURSERY GROWN.
LOW BRANCHED
ZELKOVA SiERRATA /
SAW LEAF ZELKOVA
2" CAL.
AS SHOWN 2
STAKE & GUY ONE GROWING
SEASON; NURSERY GROWN
FOR STREET TREE USE,
BRANCHED AT 6'
EXISTING TREE
TO REMAIN, SAVE, AND PROTECT
0 ..-
"I'"" ..-
I.t.J 0 0
~ N ~
0 0:) "I'""
..- 0
d <0
..- 0
z (f) (f)
~fu ~ ~
<( <(
~fu (f) (f)
::a :::E
c <( <(
SHRUBS:
<Z> HELlCTROTHICHON SEMPERVIRENS / 1 GALLON 2.5' O.C. 162
BLUE OAT GRASS
0 LONICERA PILEATA / 18" - 21" 3' D.C. 44 MATCHED HEIGHT AND FORM
PROVET HONEYSUCKLE
0 MAHONIA AQUIFOUUM 'COMPACTA' / 18>> - 21" 2.5' O.C. 27
COMPACT OREGON. GRAPE
0 PRUNUS LAUROCERASUS 'OTIO LUYKEN' / 18" - 21 n 3' O.C. 36
OTTO LUYKEN LAUREL
(f)
(V ROSA RUGOSA / 18" - 21" 3.6' O.C. 69 Z
RUGOSA ROSE 0
-
(f)
GROUNDCOVERS: >
W
~ FRAGRARIA CHILOENSIS / 4" POT 12>> O.C. AS REQ'D HOLD 12" FROM BORDERS, 0::::
BEACH STRAWBERRY SHRUBS, AND TREES
- JUNCUS PATENS / 4" POT 12" O.C. AS REQ'D
GROOVED RUSH
!~t~~~~m~~~~~~~~~~~~~~~~~~~~~~~~\~?m EXISTI N G LAN DSCAP E
TO REMAIN, SAVE, AND PROTECT
z
:5
n...
w
I- W
(i) (f)
0 L5
w ...J
Z (f) W
0 ~ 0:::
g: cr I-
~
a:: 0::: a::
u UJ w
f13 0- 0-
Q
0 N
Z or-
..-
!'f)
"-..
L()
<U
Store #00328 E
~
<J)
......
o
o
E:=::====:::===::~ EXISTING LANDSCAPE
NET AREA OR NEW AND UPGRADED LANDSCAPING: 4,148 SQUARE FEET.
ALL NEW AND UPGRADED LANDSCAPE AREA WILL RECEIVE A PERMANENT UNDERGROUND AUTOMATIC IRRIGATION SYSTEM. SEE SHEET L-3 AND 4.
NEW IRRIGATION SYSTEM WILL BE AN EXTENSION OF THE EXISTING' SITE IRRIGATION SYSTEM.
IRRIGATION EQUIPMENT WILL MATCH THE EXISTING EQUIPMENT USED ON SITE.
ALL EXISTING TREES NOTED TO REMAIN WILL NOT HAVE ANY NEW CONSTRUCTION OCCUR WITHIN THE DRIP LINE.
ALL EXISTING TREES NOTED TO REMAIN WILL BE KEPT FREE FROM TRUNK ABRASIONS.
ALL EXISTING LANDSCAPE AREAS NOTED TO REMAIN WILL BE PROTECTED BY A CONSTRUCTION FENCE. CONSTRUCTION FENCING
WILL REMAIN IN PLACE UNTIL THE END OF CONSTRUCTION AT WHICH TIME IT WILL BE REMOVED. SEE SHEET L -2 FOR DETAIL.
TOPSOIL WILL BE PROVIDED TO ALL NEW AND UPGRADED LANDSCAPE AREAS AND WILL BE AMENDED BASED ON AN
LABORATORY ANALYSIS.
TO 'BE REMOVED
Project #: 10583
Designed By: AMS
Drawn By: AMS
Checked By: AK
Date:
05.19.2010
1 "=20'
LANDSCAPE PLANTI~IG NOTES
Scale:
Disk File: 1 0583-pg 1.dwg
Model:
Address:
650 "0" STREET
SPRINGFIELD. OR
LANDSCAPE
PLANTING
PlAN
FRED MEYER
GAS STATION
Drawing No.:
L-1
~of,
l-
e..>
O'l
?;
"0
en
I
!'f)
ro
L()
o
..-
N
en
~
."
~
I
l'0
ro
L()
o
..-
N
O'l
~
~
::0
I
t"')
ro
L()
o
..-
N
..;...:
(!)
I.....
X
....J
W
o
GJ
(J)
<(
LL.
W
a:::
x
I
~
o
o
(J)
~
Q..
r--..
C'l
~
.......
o
C'l
"-..
O'l
?;
-0
<'i
~
:i
I
l'0
OCJ
L()
o
..-
/'
c
o
:;:;
o
......
CIl
CIl
o
O'l
/'
O'l
c
'C
<J)
<J)
c
.&t
c
(j)
/'
!'f)
ro
L()
o
;;-
CIl
o
o
o
o
.......
/'
ci:
~
t:i:
~.......""..""."":;'H.:"::'"':':"'"..'.:..
. ,.--: :<::;:::::) >;":.<.,:;:. ,'? ./,::;.:;' .'~': '" ':>:;'. <::~-::::;'; - ~.
'-,.' ." ,', .,....
".: ,'<~~.-:' '::'\';';',:>.;.:.::',:,"'.', <; - ~'-::-. .",::
~
. .", -..- ,
. . .<< . '.'. ... '. ~:
". . .' . . . :. . . . .
. .... . .."
," "-', '~i':.' ":.
". ", '" .
,,-. -. ..
- '" :,." i""';; '.' r.
...... ...... ......: -..... .......
1" = 20'
II
II
II
II
II
II
II
II
II
11
II
II
II
II
II
II
II
II
II
II
II
II
11
II
II
II
II
II
II
II
II
11
II
It
1I
1I
11
11
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
11
II
II
II
II
II
1I
II
II
II
II
II
II
II
II
II
II
II
11
II
II
II
II
II
II
II
II
II
II
II
II
II
I II
.....+~~~
T II
11
II
II
II
II
11
11
II
II
11
II
II
II
II
II
II
11
II
II
II
II
II
11
II
II
"
II
II
II
II
"
II
II
11
II
11
II
11
II
II
II
11
11
11
II
II
II
11
11
II
11
11
II
II
II
o ::
II
II
II
11
11
II
1I
II
1I
II
II
II
II
II
II
II
II
II
II
II
II
II
II
11
II
II
I'
II
II
II
II
II
II
11
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
II
11
II!i
w
a:
~
:c
It;
o 1 0 20 40
~:::.... .,.t:.1"',::":::rf.\
Ir ,I
II '1
11'<1 ' I
II .0 I
II .' I
It. ,I
::. I
iii ", .:
lt~ '. 1
:: ,~ :
il '. I
If I
>> .0. I
II.. 'I
Ii <J: I
II :
II' .1
It .<\ I
II I
IIq I
\I 4 '. I
II .1
r: ~, i
II I
II I
I) . '1
q' ~ I
M ' 4,. :Il:
II . I
II I
II , : I
II <1 I
It A I
1.1 I
II. I
:l ,G' I
11<.1 I
:I: A. .. ,{
" , . ~
II. . I
:: : .1
,i'. "'.d
II <I I
II . I
'" . 'I
l: " ~:
a . <1. ' ':
II, . '1
II' I
il.4 : I
II' 'I
114 . ,
II,. . I
I) ,I
II ' <1,
ft '" " I
:1', ...1
II . I
:: <1,:
il '. ~. :1
II ' I
::4 . :1-.
II <t' .~'-
1I . 4 I
II I
I), . ..1
II ' I
Ii: . I
:f '4' '. . i
II '." I
II.. I
II I
II. I
11 .4 I
II I
II <t I
:: '.' .1 .:
:~ ~..':
:: >j', '. ..:
II. I
II I
:l . ,.:& I
w ,,~.a
n . ' I
II . '1
~ .' '<I L_,
II .0 ..1
11 . .,
It 1
:: -:.'. 4 ::
II..! . 4 "
II .1
Ii . ~:
n . 1
II 'If ',I
II .0" 41
Ii '.dl
:; " . .~_<J
II '1
::' .4.:
::. )2 . I
114 :
II.. '. 'I
11 . A I
" I
II ,~ .' I
:: I
:L~ " :
II <.1 ':
:r~ .' I
I) .' J
g . <\ . I
II :
II 4, ':
n " <: 'I
:: 4' ,
II . I
II . I
11 .1
II' <I I
IJ, :/;. '-___
:: ".~L:
1'1 ' I
II, '. I
Ir./ '. I
,1> <I
II, , I
H ' <t I
II j----
II . J
Il .0 I
U'" .; .':
II I
II ..,.1
n ,I
II . ... ,I
1.1 I
II <1 I
II " I
1'1 . I
II ,
II l:\ I
. It' : :
1.1' "1
,~ I
II " <: I
i: . ..0.1
If I
II I
U '<I'"
:.: d. .:
~:', a ' ':
II I
1.1 <I . I
II. <1. .1
11" . ,
n I
II .1
U '4' 1
~ A ':
tI I
II <1, I
II ., ,I
,'1. I,
II . ,~...I__._
~, '. rm
:: "i .4 .;
il', I
II, I
lIa .1
11 1
1I <1 .1
:: :. . ~-":-.,.
t: 4 . ~ , .
I: .' . '~<I.
II '. i----
H <I >(1' .,
11...4.(\ :1
g.. ' !
II ,.:1
~' '/J' ',:
II ':. "'.<\ :
n. .~. 'I
II ." . I
IT--__ I
H---~:;o.1====
II <1.1.3 I
II .i
I'" I
II . , 1
rt3 "'J
II I
II '7 I
II" . I
n " . 4
11.0 I
1I 'I
II .' '1
II . I
tI <1 I
::'.'.<\. ':
II I
II I
II' , I
II q I
II '. :~ ,
~~::?:::t====
~-t :
Ij I
II ,
...""Q ...~?;;
<:..~ ~';}
..../.
tv
_,t.~
{.,.;
...>>0
:1>
~..
~
...P' ~~ <.;:
.~ i....: ~
...i"~ f'..~p 0.t
4> j.,,) :;,.
..,).0 .(~;:; {...f'
~, iv N
.....,,"1 ;.,.1'
{;N f...1
-.u t-.:f ~()
0"1 <-<i
. ...'" 1-;1' "l'
Uk ~ h}
/
-" vi'
t~ c;
1-J' ~,f
t" fv
-:-.:f;' ~..:l'
<:'"1 . v~
;;:f
"P
~..,
r,::'~
IV
11
o~ ~~
:'Jj
0,' ,0'-:
i,~ !..}
'). '
:r,.
.....0
{]\
-.6. f'i} (,.f '<~ .
tn <A a> c'
~ vi' \}"
Vi 0 C
~" l--'" ,,.l' () '0 <:tP
(,"'f Gi ~~ . m
.."'u
in
-.\1 NA-: " jJ 0.1'
hi i..;?-.,; Q:;
N'
k
_u ~f <..r'
f..n tV ()1
,;.),,0
c..
.-" "," 0?
b: ~" 0'
" N' ,-p
{,ll i,.,:: i.,."')
...",1)
<J'
__",,0
:1>
u
:p.
....;c,P ~iJ
(,., (;;
...>..); ~.p
~ <:;
.~:.": .-;,.:')
..~ (!J
..",t; ~
o Ol
,;r
~l
P t.or;
"0 ""
",:P
~,..
(1':
&?
iv
~.::
~
t'
t-...0-~ ., :; '(.: .. ~d;
N A, <t; OJ
r:vQ
t:
{,.';
'"
ut':.
t.~:
"j" fl.',.."
0'. <' ;.
~~
{/l t~
p'O o.P
o C,
f.v
. :;
(.)
~c
0/'
:p.
-"~": ?.....:::
t.,(
=======::::~
"'~,
'"
"
\\
PHOTOMETRIC PLAN
~'~
I "'-,''-
I '"
\J
~I
'i~\ 1/
~ l::;"f
~ I //I\'~
"-J
1',
1"-
~~
~~
t
\J
~
N
:::1
,fi~
;';\
, '"
t....:
:.:l'":
f:;:
"
>..,
()
:.JJ
.p...O
~;.
t-:f
V'
..,,,0
.f;
;':0
>-.-1'
~.c
;A
t,fl
;." . t ;'
m
<,.;.,;
~~'
-;:"
b>
~).
i.".t'
i-..::
..."l)
Vii
i...>
. (:fi
....:
(>P
:p.
{!,f; ._fP
CJ. ~~
of:
~~..f;
()J
......1
~'1
R;"
<.,l''t
tn
._l::
....
t.,"l
{::F' (,.f ...~...
:....~ ()': ~
o:F .....:)
in .~
"
. (.if>
(~)
vP
.bf
(Jf'
{}.'s
:A~
<r' .
.<Jf
C,)
"f'
&~
f~O
.S>
{;1
O}~";
o
, ,'l
.<~
0>"
~:)
-(he
tri'
r:Ji'
:~
vf; t,.P :'1'
tf) (j) ,~t
,D"
"
./>.
0.}
;: . '. I :i
'I . . otJl' :.
//~!.. '.z, 4 '<11
/ 11<1. ",/.:1
/ :: .... ~"'I:;
:: <I . <I II
" J :.
/~: . <]. ;' /.j~' :1
/' 1I.t.. '. II
/ II. I
/' g' '14:;
:: ' ~: I' :.
/~:4 .,.4 , .'.' ~:.
/ II '~I'fl
// ::,~:".:.
/" II . :111
:: <l, II
,)". .<,: I,ll
/ ::' ij' .' ~
// 114". <I I' it
/" ::,' ,~ " '1.':1
/" II II
:: . r:1
/-'11 .. ~i' d II
,/ II ~ II
// :!. 'I'!,
r/ II' '" I. I'
II' "" II
Ill. ,..:t
. ~ .' .:1
A ,I ~
. I. II
'-<; ': . :1
~ .1. :!
, 1 :,
: ':1
<I .\. :.
,~. I ,.
. .4 . It
. II
. .' <; .t:.
I .11
. I.
-<1.
1411
I . II
".<\ .. . "'I' !;
:: <$ .' II
:: .d . . <~ ',I' ~
114" 4 I It
:: : .11
II . '. II
II' ,I. :,
II, .. <J. I
11.6 1:0" ,II
:l .d ., ~:I
II . , ' . I II
: ~ :q , ' , '.
II 4.. '14:'
II' ;. '. <J :1
:: <1. .,';\: I'll
II' A'. I)
" " . <>' ,
:: . ',/,1
II . I
:~, . .~. I :
::. . <i'-1 I
II "'k:
II. . I
II 4 ,l, \. I
::' . <J . : :
II .
II . I
II '.' .;;;
II' A r:
" .
11<1 '
II . <J" ' I
II .
II' .
:f <I :b
II
II I
:: .<< .
!! . ": .~
II .; . I
II 41. .
II <:
II ,4.<\-
II:' .-<; 1'1
::. . . t
111. '. I:
II '.<\' .,.:\,
::' '. Li'. 4' 1'1
II ,I
I: ". . '. I r
"4. 4
I:. . ~ I. I
II .. I
I:' . 4 ",-I:
" . . f<., I
II .q I :
II ..'
1"-'-'- - I
1:.<\'. "}.' '~~,,--,-~
III ,. <I .... I
II.. " M I
pi . '<$. . .~
I::. 4 . :;, d' ":
::" .... I
III I
1111 . "" . 4 . '!l ,\:
: .,1 ~,
I" .0 ' . <\ :
" <)'. . . ,
II. . . I
l:: <I- , 'q.' I
II ".6 '4, .4
I" '. .'" 'L! ." . '1
::. .1
I" . . <I" :
I\~ . './I . d . I
I
41
I
I
I
.4, I
,;, ~.' :\'.
<} L, ""- <I '"
. ':'<. ."
<'~ '" <I' <.
.. '.4 lJ~: ., '.~ ~<;~\
hI\. "4l~"~ '.,,'\,
:<1 .<J~' ~\. \ '
. '\ '
4, <1. 4 .; :. . <II ' ,
4: '", . ~4.~. ~f '.~,'-~,c-; , , , I
'. .4 ".' ~ I
^' >Ii ""." '" 'f ' '-- _ _ _ _ _ I
. . f
"<4: · r'<(~~=====~==\
II ~'.:'. ".:1 '\'\'\" '\ "'\
n ....0 4 ..:: '\- '\
II . <I' II 1\
II' . .'.11 /~ \.
~<I___.___':4___4b====:::::;::/ ".
/'
.-",/
..~,/,r
~
I J~~/
V~
"'~l
.~ I ,,-
! ,,/"
i ,//
! ",,.r'
,,/'{
/~ I
/" !
/' i ,.,.-
i /~/
~/"
~'" I
..-/ ,r
"'~
,~
/
"'~
,,'"
",/
,,,,/
~/
",'"
/"
,,~
~ t
~'"
~/
/"~
,,"
","
~"
iv
bo
.-}..P
VI
...\(;
. <I .
....~..
~
-^",:
~(~
i....:
,..f;
('.~
V<
t.:.P
"1'
:"~
-",,'"
~f.""
'~...)~
!..l
~
.:~
N~':
~)
:~
N'
t..,)
.....t\
0,
/o..f;
~
....."f;
:';'f
?-,;'r;
t>!
"
Z)'
!""
bl
~..
Ut
~ t
~i'
(....:
..."u
i~
~~
Q,
..()t~
0),
~.;.U
(.:)
<::>
o~ ~A-; i,>O .-p
f"r: . '<.,~ tv tr-
yf' vi' ",1'
~ ~ ~ ~ 70'
30'
<d'
(..."'1
...>.Q
~)1
t')
!s.,^p
0'
"
.1>
CoJ
...1.:;';
:,of' ",'i'
';'1<0 ~)
.b.
i.,J
t..t',:;;
U.
~"
.t-
Ol
\A"l !">.:r
:~ i-...>
'!.p
~
c1;
b;;
f~;
.....0
v-,
~
vi"
.",,~
~".P
u~
,.;>~
w
i.:;(" < ...': . ~>f.;
.~. :;'1r.
. /;
;,)
~.:<.P
. r-...f
'.0
....j:.:.
~'1)
1<'"
~.t~
t~;
~
~
CO
:-.:f "".'i)
!-:.>> . b~
(:<l
t;
:p.
...l:'
..
","
~;.
~:.':
~<-).
t-.:?
N
...,,:':l
:;'A
:.;{,
C.)
~x
~('J
"
i-..::
..q
<0,"::;'
'4
''!'.!
C:}
a,
\#
~
.<J
LUMINAIRE
SYMBOL
@
~
T STREET
SHADY LOOP
S STREET
SHADY LOOP DR
~
I..t.I
~
o
z
C'l
VICINITY MAP
FLAT LENS
FOCUS
~
FLAT LENS
ENCORE
SCHEDULE
QTY
10
14
LABEL
FOCUS
ENCORE
DESCRIPTION
70 WATT, CERAMIC METAL HALIDE
250 WATT, PULSE START METAL HALIDE
STATISTICAL AREA
SUMMARY
LABEL
CANOPY
T STREET
S STREET
~
I..t.I
~
tii
:J:
Ii;
Q STREET
LUMENS
6600
23000
T STREET
S ST.
N.T.S.
LLF
1.0
1.0
MODEL #
ECTA-SP-70- T6MH-F
ECTA-S-250-PSMV-F
MAXIMIN
1.69
~GHAU~
1lJ" \
<>
<>
(')
o
~
\S\ (/ 0,"
<. r <:,,~
'ft/G ENG\l\~
18215 72ND AVENUE SOUTH
KENT, WA 98032
(425)251-6222
(425)251-8782 FAX
CIVIL ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
~
....
o ~ ~
U ~N~g]
L ~~~~
Q) "0" l") I
Q)~o)N~
o N a::: r;)l'
L .00_
~ lJ.! -aea
(J)c: 10
<I.) 0 E ~'-"
..c g~~ x
I- l") a.. a.. ~
EXPIRES:
RENEWS:
I.U
~
o
CJ)
z:
o
CJ)
>
W
0:::
z
o
~
C2
<..:>
~
o
d
z
Project #: 10583
Designed By:
Drawn By:
Checked By:
Date:
Scale:
Disk File:
Model:
Store #00328
BS
BS
AK
09.20.2010
Address:
650 "Q" STREET
SPRINGFIELD, OR
PHOTOMETRIC
PLAN
FRED MEYER
GAS STATION
Drawing No.:
P1
Lo of,
Q)
3;
-0
~
o
I
o
..c
Q)
3;
-0
..Q
I
to
co
L[)
o
~
N
Q)
3:
-0
en
I
to
co
L[)
o
N
Q)
3;
-0
....;
I
to
co
to
o
N
..;...:
Q)
l.-
X
w
~
o
:2
:5
o
l1...
W
0::::
X
~ I
'0
I
.-'-
II
'0
I
~
o
()
(J')
:2
a...
co
~
to
o
N
"-
N
"-
to
<D
E
i=
"-
Q)
........
o
o
Q)
3;
-0
<.5
'C
........
Q)
E
o
........
o
..c
0...
I
to
co
to
o
~
.-/"
........
:.0
:c
x
Q)
/
r-r)
co
to
o
~
.-/"
en
o
o
o
o
~
~
a...
~
li:
T
~
~
1
I II
2
o
I
~
~
~
3
x
v
F
Pcr@@~@u@cr
, I
CANOPY GRAPHICS
SCALE: 1/2"=1~-0"
~
H
K
I
~
l:
'0
I '
~ '0
I
'i<J
'0
I,
~
~
...-
I I I
KIOSK GRAPHICS
SCALE: 1/2"=1'-0"
INSTALL REMOTE CANOPY PRICE SIGN CONTROL BOX +4'-:-6>> A.F.G. ON,
COLUMN SHOWN ON SITE PLAN. INSTALL CONTROL CABLES (FURNISHED
WITH SIGN) INSIDE COLUMN AND THROUGH (1) 2' 1/2" PVC' CONDUIT
FROM COLUMN ABOVE DECKING TO CENTERLINE OF PRICE SIGN
CABINET.. PAINT CONTROL BOX TO MATCH CANOPY COLUMN
~
<>
~<o
. I
I ' ~
--
o
z
~
:i
~'o
I
<.0 m
I ..-
In
...-
~
ciJ
SOUTH EL~ATION
SCALE: 1/8"= 1 ' ....,0.'
. h-~---------~
~ <> ?[[@@lG::'il~(j'
"'- - - - - - - '"""- _.- -_/
7-
M
V
~ ~
[ ]
~ ~
[ ]
.rtfl]
/' -==- "-
rc
EAST ELEVATION
SCALE: 1/8"= l' -0"
~ 0 ~[[@@lG::'il~(j'
z
~ z ~ >
'0 ~
~ <.0 [ 1
~ I
In
...-
10
'~ ~
[ 0
/-,
rc Jl
.--: ==.~
fD ~)
WEST ELEVATION
SCALE: 1/8"= l' -0"
.~
, f
N
<.0
I
'h
'N
, "I
...-
I I~'
tQ\ I 0 1'-- ,/ I I I
~r:--,- II ~ I ,
~ [Dr> ,>>-0
.R ~I ~ ~ TI III.'
~ ~ c::..' II, IIII,I~
...., r-t I ' I'
::: I I I' N
I I I
@
4
,NORTH ELEVATION
SCALE: 1/8"=1'-0"
/
~ ~
[ ]
~ c-~IJ ~
D
, I I , I
1"1 I I ,
I ,
I I' I
.
'I I
'0
I
i-0
rr.fl]
o
I '
.~ 0
...- I
00 ~
k0
P
EMERGENCY
STOP SWITCH-
~ ~
[ U
~
/" -==- "-
rc I)
EQUIPMENT SCHEDULE 0
ITEM. DESCRIPTION
A INTERNALLY ILLUMINATED IDENTIFICATION SIGN
B INTERNALLY ILLUMINATED REMOTE 'cONTROL PRICE SIGN
C STATIC WARNING DECAL
o REMOTE PRICE SIGN CONTROL BOX
E SIGN POLE - G.C. TO PAINT
@
NOT USED
SCALE: NONE
?~I , 'r)!)
!'f) I I '\...1"~J1 o~ I
I I I '. v/l Q
" I, I I ' , 0 y
, II ~
'r ' II',., E ~ ~
00 j:' '1'1 ...:.-~.
111111 :: <> '
I I I ....,
I I I JI
"0
~ ~
[ D
@-
o
I
a
/:-~
CD-fC D)
[f~
~ ~
[ 0
~ ~
[ ]
/.:.....:=::..... "-
rc 01
[11"-'
F
G
H
I
J
K
L
M
N
o
P
,Q
R
S
T
U
V
W
x
Y
.
CANOPY FASCIA
CANOPY FASCIA
LOGO - NON-ILLUMINATED (28" H x 37 1/2" w)
PRE-CUT BLACK VINYL ADDRESS DECALS PER LOCAL,
AUTHORITY SPECIFICATIONS IF REOUIRED
DISPENSER DOOR GRAPHICS
KIOSK FASCIA
KIOSK FASCIA
CANOPY
6" DIAMETER BOLLARD - G.C. TO PAINT
HEALTH AND SAFETY DECALS
KIOSK - PREFABRICATED
DISPENSER
ISLAND FORMS - G.C. TO PAINT
CANOPY COLUMNS - G.C. TO PAINT
U-SHAPED BOLLARD - G.C. TO PAINT
PRICE SIGN, SEE DETAIL 8, THIS SHEET
ILLUMINATED CHANNEL LETTERS
WASTE RECEPTACLE/WINDSHIELD SERVICE CENTER
ILLUMINATED LOGO SIGN
,
PUMP NUMBER FLAG
::I
4 1/2" I
I
0>
o
- i---
I \
D c:=J ID--@
~' 8 iJ~
~
o 000 B
NO SM~NG ?S?epOENGlNE
6
SIDE FRONT
DISPENSER, ELEVATION
SCALE: 1/2"=1'-0"
!
l
COLOR
BLACK
RED
PLATINUM
RED WITH
WHITE LffiERS
RED
PLATINUM
SAFETY RED
ESSENTIAL GRAY
SW6002
GRAPHITE
SW4017
ESSENTIAL GRAY
SW6002
SAFETY RED
<.0
I
t<J
J
MANUFACTURER
CUMMINGS SIGNS
SKYLINE PRODUCTS, INC.
WAYNE
SKYLINE PRODUCTS, INC.
CUMMINGS SIGNS
CUMMINGS SIGNS
WAYNE
WAYNE
WAYNE
OPW
RIVERSIDE
SKYLINE ,PRODUCTS, INC.
CUMMINGS SIGNS
DCI MARKETING
CUMMINGS SIGNS
MODEL
FURNISHED BY
OWNER
OWNER
INSTALLED BY
SIGN INSTALLER
SIGN INSTALLER
DISPENSER MANUFACTURER DISPENSER MANUFACTURER
OWNER SIGN INSTALLER
OWNER
CANOPY FABRICATOR
CANOPY FABRICATOR
OWNER
GENERAL CONTRACTOR
SIGN INSTALLER
CANOPY FABRICATOR
CANOPY FABRICATOR
GENERAL CONTRACTOR
GENERAL CONTRACTOR
DISPENSER MANUFACTURER DISPENSER MANUFACTURER
KIOSK FABRICATOR KIOSK FABRICATOR
KIOSK FAB.RICATOR
CANOPY FABRICATOR
GENERAL CONTRACTOR
KIOSK FABRICATOR
CANOPY FABRICATOR
GENERAL CONTRACTOR
,
DISPENSER MANUFACTURER GENERAL CONTRACTOR
KIOSK FABRICATOR GENERAL CONTRACTOR
OWNER GENERAL CONTRACTOR
OWNER
CANOPY FABRICATOR
OWNER
OWNER
OWNER
OWNER
OWNER'
CANOPY FABRICATOR
GENERAL CONTRACTOR
CANOPY FABRICATOR
-GENERAL CONTRACTOR
SIGN INSTALLER
SIGN INSTALLER
GENERAL CONTRACTOR
SIGN INSTALLER
GENERAL CONTRACTOR
,
@OO~~&~~~ ~O~@OO&~~
~o~@~~
1v4591v5891v769
I.
13' -a"
.1
8A
CANOPY PRICE SIGN GRAPHICS
SCALE: 1/2"= l' -0"
I I
MOO~~&~~~ ~O~@OO&~~
-
I 12" I
SIGN
CABINET .
<C
o
~
u..:
>-
0..
o
z
<5
a
z
<(
I
I
if
I
I
I
I
I
I
I
r-9\ r-VERIFY LOCATIO,N OF PRICE SIGN
A2.0 WITH SITE PLAN DRAWINGS
,~~~T~ c;[;)
o ~ .
~ >t-T
[ ]
[J)[K1~~OM~
~o~@~~
1 v459 1 v589 1 v7691 v769
<.0
I
~
I.
17' -3"
.I
88
CANOPY PRICE SIGN GRAPHICS
SCALE: 1/2"=1'-0"
LJ
z
co
<(
<.)
z
(;)
V5
E .l.
I--
I
I
I
L__
10 1/2"
POCKET INI.~ I
CANOPY FASCIA
AND DECKING
E
SIGN CONTRACTOR TO BOLT BRACKET TO
MOUNTING IRON WITH 1/2"f/J THROUGH BOLTS
L2"x2"x1/8" MOUNTING IRON FURNISHED WITH
SIGN CABINET
L 1 1 /2"x 1 "x 1 /8" TO SIGN BOX TO CLOSE VERTICAL
GAP BETWEEN SIGN AND FASCIA. FASTEN WITH
#10x3/8" SELF TAPPING SCREWS @ 6" 'O.C. PAINTED
BLACK, SUPPLIED AND INSTALLED I3Y SIGN INSTALLER
CANOPY FASCIA BEYOND
PRICE SIGN CABINET
SIGN CONTRACTOR TO BOLT SIGN CABINET
TO ANGLE WITH 1/2"f/J THROUGH BOLTS
L3"x3"x1 /4" ACROSS PURLlNS FURNISHED AND
INSTALLEQ BY CANOPY FABRICATOR
CANOPY PURLlN
L 1 1/2" x 1 1/2" x 1/8t. ANGLE
BRACKETS FURNISHED BY CANOPY FABRICATOR
AND INSTALLED BY SIGN CONTRACTOR
1 "x3" ANGLE
BY CANOPY FABRICATOR
/
'do'
9
NOT TO SCALE
SECTION AT CANOPY SIGN
If lr If lr
~ "'-CANOPY DECK PANS
~~ANOPY GUTTER
7
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF THE KROGER COMPANY
REPRODUCTION OR ALTERATION OF THIS' DRAWING WITHOUT THE EXPRESS
WRITTEN PERMISSION OF THE KROGER COMPANY IS PROHIBITED,
(NOT PUBLISHED: ALL RIGHTS RESERVED)
NOTE TO CONTRACTOR:
THIS SET OF DRAWINGS AND DOCUMENTS IS INTENDED AS A SET OF GUIDELINES '
FOR THE PROJECT AND ARE INTENDED TO BE USED IN CONJUNCTION WITH A SET
OF CONSTRUCTION SPECIFICATIONS TO BE SUPPLIED BY OWNER. THEY MUST BE
READ TO INCORPORATE ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES
INCLUDING FEDERAL A.D.A. REQUIREMENTS. THIS SET ASSUMES THAT THERE
ARE NO UNUSUAL SOIL CONDITIONS OR WIND LOADS. THE FAILURE OF THIS
CONDITION MAY REQUIRE SIGNIFICANT CHANGES TO THESE DOCUMENTS.
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFORM TO ALL
APPLICABLE CODES AND TO INFORM THE OWNERS/ARCHITECTS OF ANY QUESTIONS
OR CLARIFICATIONS WHICH ARE DESIRED. CONTRACTORS SHALL ALSO VISIT THE
SITE BEFORE BIDDING. CONTRACTORS ARE REQUIRED TO KNOW ALL OBSERVABLE
CONDITIONS AND APPLICABLE CODES,
~. 2 (~=-~\
A2.0 \ :~ ' J
I- I-- -I -i -+ --I ,
I I I I
I I I
I I
I I'
I I I
I I I
~ I I I
I I I
I I I I
I I I
I ' I I I
r-9\ -VERIFY LOCATION OF PRICE SIGN
~ _ X ~WITH_SITE ~: DRA:ING~
, 1.4&T5; rw t769_~
- ~ -1~'-o:1
~GHA(;~
1lJV" \
....
....
(')
o ~
~ "
~~ "..
'< 1'-. ';,~'
IIvQ ENG\"t:
18215 72ND AVENUE SOUTH
KENT, WA 98032
( 425)251-6222
(425)251-8782 FAX
CIVil ENGINEERING, LAND PLANNING,
SURVEYING, ENVIRONMENTAL SERVICES
LJ
.
I~
Wi
<(
(l)
+-'
'5
..if)
0..; "
() ~ Q;LO
+-' 1f')0
So... if) 0) I 0)
Q) (;) r<') ~ ~
0lU; ~" If')
o 00 ._:;:,
So... ...... 0 l'0
~ ~()gM'
'-'0
l...~ l'0
Q) U; ~ ~--
I-"C ~ ~~ 6
..-oo..lJ..
~~t..D PROF'.c-
0-. v - "S,s
-!:? ~ G \ N t <t /0
@ tv 1 A/J' ~
, 16111
r;llt'oN L
~ :.?> Ifl
.-x t? 17 , ,\9) ~
'-<J t.. - 00<0
p. G,....
EXPIRES: '.36 .f}
l.I.J '-.
~ ~
Cl ~
o
,2
~
~fu ~
o
tG >- 0-
am a
(j)
Z
o
(j)
>
W
u:
w
Z ~
o --.J
i= W
c... a-:::
0:: I-
() S;
(f) a-:::
l.I.J W
o 0...
~~
Project #:
Designed By:
Drawn By:
Checked By:'
Date:
Scale:
Disk File:
Model:
OREGON
10583
DLJ
ELS
DLJ
AUGUST, 2010
AS NOTED
10583 A2.0.dwg
5x1 (GO)
Address:
650 "Q" STREET
SPRI,NGFIELD, 'OREGON
EXTERIOR ELEVATIONS
AND SIGNAGE
Drawing No.:
A2.0
., of-,
~j
__J
"';;..
t~
:e~
><
:.....1
~
.~~.
::;
~"'J
~--
...-.-
;})
....~
(:)
(jl
:;;E
<
CJ.J
(~.::
("'';
"i..YJ
1..::
"r.,','"
(~:~
~~