HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/22/2010
I
~
)
~
~
.'~\
~ - 11&.'_1"
_T :0 0: c;I
IR (Jl ~ 11 ST AU..S @J 10'-5n
,?I
/ (SN-OI) /
TYP'JL'
"If
N &:1055'55" E
..
242.0i
<;=t
~
N
~ SN-J6) ~
TYP. at" ~
~
CJ)
~
S
W
I
<(
(!)
~
= 2
~ @
iR~
til
~
: !,2I-o 1/2"
+
:lRO\rEC-JA -A
_=GEf\:J
SITE ArEA:
EXISTIN6 PARKIN6:
PARKIN6 REGUIRED:
PARKIN6 PROVIDED:
ACCESSIBLE REGUIRED:
ACCESSIBLE PROVIDED:
ZONJN6:
BUILDIN6 APJ:.A:
USE:
OCCUPANCY:
'TYPE OF GONSTRIJC,TION:
49,410 SF
66 STAU.S
I ST AU. FOR EACH 100 SGUARE I L..a..l OF (;ROSS FL.OOR
AREA = 43 STALLS
54 STAU.S
9 STAL.LS (BASED ON 54 STAU.S PROVlDEO)
3 STAL.LS
COMMERCIAL
EXISTIN6 BUILDIN6 AREA: 4,353 S.F.
BUIl.DIN6 ADDITION AREA: 49 S.F.
TOTAL BUILDIN6 AREA: 4~16 S.F.
FAST FOOD RESTAURANT (EXISTIN6)
A-2 (EXISTlN6)
V-6 (EXISTIN6)
M .'
: ~ 4~ ~.3,'
1 ~.
EXISTING MCDONALD'S
RESTAURANT
4,283 SQ. ,.. I .
...v ..;..
, '"
'" *
'" '"
5>
~
-.:' .y
GENERAL NOTES
~ ~ ~
.~
1. PROP~t.D UTILITIES ARE SHO\rlN IN SCHEMATic ONLY. EXACT
LOCATIONS SHALL BE DETERMINED TO ALLO\rl F1lR THE MOST
ECONOMICAL INSTALLATION.
2. THE CONTRACTOR SHALL COORDINATE \rIITH ALL UTILITY COMPANIES
TO DETERMINE EXACT POINT Dr SERVICE CONNECTION AT EXISTING
UTILITY. RErER TO THE BUILDING ELECTRICAL AND PLUMBING
DRAVINGS rOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND
CIRCUITING.
3. nNISH VALK AND CURB ELEVATIONS SHALL BE 6' ABOVE nNISH
PAVEMENT.
~
if)
.~ ~
~ ~ VI
!Ii !( ~
i I ; I
9 ~ ~ ~
.m Ie O! ~
z
().
I--i
t-
eL.
I--i
rx
o
\f)
W
D.
Co 0 c
~ ~ ~ ~
8<s'~
1I.
<(.
D.
((). "'it
>
w
rx
22'-0" 16'-0" 16'-0" \
, ;' ;(
MIN - , MIN MIN
~
==
~ z
~ ~ :1:
NOTE'
,
~ ,
~ ~
to
~
54 '....oR
6 STALLS 8 q'-o"
,!
~'
" ,';;,...' ,,_..~,._-, -..
__J~.<.__~_ ~. . 16'-0"".' .
, /'I CATCH ..t :2 STALLS ,!
, / , BASIN @ q'-o"
(SN-oI)- I' ~
rrP.(
G 2
DRlff
\( L(5N-20)' ~~J\ ~
/ ~-'-/~ \
-<RUSE WAYI HUlON DR.
q ST AL.L5 @ q'-Oll
^
,
ti .~
:9 · -.~ "- \
an '
5 &:Io56'56tt~
222.0.
-< AD-oI)
SI: E P=_AN KEYNO-ES
EXISTIN6LANDSCAPIN6
(SN-oI) PATCH, REPAIR, AND SEAL COAT EXISTlN6 PAAKIN6 LOT. REPAINT AU.. STRIPIN6 r-~ SITE PLAN.
PAINTS TO 6E TRAFFIC YEl..LO" (2 GOATS) AT PARKIN6 AND TRAFFIC J1HITE (2 COATS) AT DRIVE
THRU. REPAINT AU. DIRECTIONAL AARO~ SEE vt:.AIL 14/DTI.I. ACCESSIBL.E STALL. SYMBOL PER
11/OTI.I. PAINT LOT L060S r-C< SHc::1 15/OTI.I $ I'I/OTI.I.
(SN-02) Na1 CONCfq:,s:; PAVIN6 AND CUR61N6 THROU6HOUT DRIVE-THFW LANES, SEE SHt:r;, DTI.O FOR
ADDITIONAL INFORMATION.
(SN-03) NOT USED.
(5N-04) REMOVE EXJSTlN6 MENJ BOARDS $ INSTALL (2) NEVi FP-43.MEN) BOARD AS SHOVtl SEE VI: . AIL
20/OTI.0 FOR EXACT Loc,ATIONS 4 SHEET DTI.I FOR SI6N J.It:. AILS.
(SN-05) REMOVE EXISTIN6 CUSTOMER ~ DISPLAYS. $ INSTALL CUSTOMER ORve< DISPLAY UNIT ViITH
INTE6RAL cANOPY AS SHOYiN PER JA: I AIL 10/DiI.O. VERIFY ~ITH MGDONA1.D5 PROJECT MANA$01
PRIOR TO GONS~TION. SEE DETAIL 20/OTI.0 FOR EXAC,T LOCATIONS.
(SN-06) INSTAU. NEY4 YEHICL.E DETEGTOR LOOPS AT ~ ORDER POINTS r-c< 20/DT1.0. PATCH. kt::l""'AIR
ASPHALT AT DRIVE-THRIJ AS NECESSARY.
(SN-01) INSTALL Na16AT61AY SI6N PAGKA6E FOR DRIVE-THRU. SEE DETAIl.. 20/OTI.0 FOR EXAC,T
LOCATION . 13Jt>TI.I FOR SI6N DETAILS. VERIFY EXACT PLACEMENT ON SITE ~TH MGOONAl..J:)'S
PROJECT MANA6ER FOR 6REATEST LINE OF SI6HT FROM SITE ~E.
(SN-oe) N61LANDSCAPE TO MATCH ADJACENT vttERE exISTIN6 DRIVE- THRIJ LANE AND A5PHAL. T PARKIN6
LOT TO BE REMOVED.
(SN-oc:t) REMOVE EXISTIN6 PRE-SEU.. BOARDS (IF APPI..ICAeLE) AND PROVIDE Na1 ~-sa.L. BOARD PER
DETAIL I2IDTI.I. VERIFY LOCATION ~ITH ~DONAL.D'5 PROJEGT MANMER AND vt;;IAIL 20/OTI.o.
(eN-13) , INSTALL Na1 ACCESIBLE RAMP rCJ< DETAILS 5/DTI-2 AND 6/DTI.2
( SN...14) EXTENT OF SUILDIN6 ADDITION; ~ TO FLOOR PLAN.
( eN-IS) N61 VH:E1.5TOP h::1< vt: I AIL 20/DTI.I
) 5Jt!6) NO CHAN6E TO EXISTIN6 SITE LI6HTIN6 PROPOSED
~ (SN-11) Na1 ~~TY LINE IS Arr'~XIMATE. PORTION OF PROt'"crc.TY' FOR RI6HT OF""Y STRt:t;:,
DEDIGATION.
(
> (SN-Ie) RECONFI6URE EXISTIN6 DRIVEAAY FOR EXIT ONl.. Y. INSTAU.. N51 aJR5S AND LANDSCAPE AS SHOrtt <
RELOCATE EXISTIN6 MGDONALD'5 DI~TIONAL. SI6N AS NEGE$SARY. SEE DETAIL 13/tir1.0.
,> (SN-ICf) RaIOVE AND REI..OCATE EXISTIN6 LI6HT POLE AS SHOrtt RECONNECT TO EXISTIN6 ELECTRICAL
i: 5 e 1.0 if.
o "reLcaME" 6ATB1AY SI6N (I N&{)
@ ....I'Q:-SELL BOARD (I NEVi)
@ aJ$TOMER ~ DISPLAY (C.OD) (2 NEYt)
@) FP-43 MEW BOARD (2 NEVtl
EXISTIN6 CONCrq;. c:: ~1N6 TO REMAIN! REPAIR
Na1 CONOrc.c: Ie GUReIN6
~ N615TRIPIN6
+ + +
'" '"
l '. "'~ . -,
~. ' ,'..
[. " ., <:J'
, :' ~, . -.
~4." '4,' 4'
Na1 J..ANDS(;APIN6
EXISTlN6 GONeR!:. s:
Na1 CONCRETE
A
(
A~
(
/
/
\
\
o
S. -E P_AN
SCALE: 1"= 20'-0"
n.JU, I
o 5 10 20 40FT.
ADA SII E P _AN K=YNO ES
(AD-ol) CONS~T Na1 ACCES5I6L.E PATH FROM SUIl..OlN6 TO Rl6HT OF MY THAT IS A MINIMUM OF 96"
"IDE, HAS A MAXIMUM fWNNlN6 SLOPE OF S~, AND A MAXIMUM CROSS SLOPE OF ~. PROVIDE CURe
RAMPS ViITH e.3~ MAXIMUM SLOPE IN DIREGTION OF TRAVEL AND 2% MAXIMJM Gf<OSS 5U.Ir't;.
INSTAU.. vt: I z:eTAeLE ~RNIN65 FtJ1.L ;1IDTH AND VC-I H OF RAMPS AS REGUlRED 6Y THE Loc,AL.
~SDICTION AND PER DETAIL. 6/1:)TI.2. ENSUfe A 5'-0" X 5'-0" LANDIN6IS AT THE TOP AND BvIIOM
OF AU. RAMPS ~ITH A 2% MAXIM.JM SLOPE IN ALL DIRECTIONS.
(AD-02) RELoc,ATE SIN6L.E EAST STALL. AND:2 SOl1THEA5T AGC,ES5IBLE PARKIN6 STAU.5 TO LOCATION
ADJACENT TO EXISTlN6 AGGESSIBLE PARKIN6 STA" c;. PROVIDE AN AGGESSlel..E ROUTE TO THE
PUBliC Rl6HT OF MY ~ AD-ol. ENSUfe AU. ACCESSIBLE STAU.S ARE loe- MIN. "'DE W 2% MAX
SLOPE.
(AD-03) REMEDIATION 0GGlJRS IN AD-02.
(AD-04) INSTALL. AU. ACCESSIBLE PARKIN6 S16NA6E r~ DETAIL e/DTI.2. ENSURE VAN STALL SI6NA6E IS
LOCA,w "ITH ACCESS AISLE ON THE PA55EN6ER. SIDE OF THE VEHICLE SPAGE.
(AD-05) REMEDIATION OGGlJRSIN AD-04.
(PD-06) REMOVE. REPAVE EX I ~IOR ViAL.K;1AY AT BUII..1?IN6 TO EXTENT NECESSARY. ENSUfe MAXlMJM SLOPe-
OF 5% IN THE DIRECTION OF TRAVEL 4 MAXlMJM 2% GROSS SLOPE. ENSURE A BROOM FINISH AT
CONCrq;u: ~Y. ~c: vt.AILS 6/OTI.2 AND Q/l:)TI.2. PROVIDE A 5'-011 X 5'-oll LANDIN6 AT EACH
DOOR ~ITH A 2% MAXIMJM SLOPE IN AU. DI~TlONS.
(AD-aj) INSTAU.. Srb:CHIHEAAlN6IMPAIRED S16NA6E ON DRIVE-THRlJ G.OD. 4 EACH DRIVE-THFW SERVICE
~INDOYi Ct:E DETAIL 6/A4.4. PICTURE MENU, GLIPeOARD.. PENCILS ARE TO 6E PROVIDED AT EACH
DRIVE-THRl) "INDOK
(AD-IS) PROVIDE A MIN. 5% OF TOTAL SEATS TO 6E ACCESSIBLE SEATS AT EX.~IOR SEATIN6 AAlfA
ENSUfe A eo" " x 4e" D CLEAR FLOOR SPACE, 9011 " x Iq" D x 21" H KNEE GLEARANGE AT EAC,H
LOCATION. SEATS TO BE EGUAL..L Y DIOr::RSED THROU6HOUT SEATIN6 AREA AND LOCAl CI Al.ON6 A
661 MIN. ;1IDE AGGE55IBLE ROUTE.
<
PAVING SPECIFICATION
(MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS)
McDONALD'S ENGINEER RESERVES THE RIGHT TO m-.\1CUEST It. COMPACTION
TEST AND/OR A CORE SAMPlE. IF' TESTS PROVE c..LJl\~CT, PER ABOVE
SPECIF'ICATION, TESTS 'JILL BE AT THE EXPENSE OF' McDONALD'S,
OTHER'JISE, G.C. 'JILL BE CHARGED.
.. (I) ~
W .... Q.
~U<4
-G>d
alii .... a;
"V "-
....~
LWllIilIiIIllib ..
mea
.::
1-
CD
..
....
-.
fa:
LDT LIGHTING RECDMMENDATIDN
NO CHANGES TO EXISTlNG LOT LIGHTING LAYOUT
~
iJ
:t
~
~
g
-I
PARKING INFORMA TIDN
"0 1_ .
Q) f ....0"0
~g-oo ~
o "0 CI) - ~ C:'i::
.... 0...."00 to;. 0 0
.~ a&.a Q) -s=g~
0. Q) Q) 0) CT::f ::f
e .... a.s::) e '8 0
0.5Q).g .oao
-0 .... G)Q)Q)C
c: -0 Q) Q) E '~a::
'" Q) 3\: ::f.- e 0)
_ '0. 0) m.... 0. .'-
.2 81:'- ; .... fo
.... CD 0).... CD 0) (I)
i CI) E ~ ..2 f; ~.O'
-0 .0 ::f.c: 0 0.- a
tt: .... 0.... c: ~
c: 0 o.i.... 0 (I)....
8c:-O "'c: (I)
.... c: 0 -0 .c:
(1)=00.... co
_Ii .c: .,g e:t:i 0 Q) 0 c:
VI .... 0) 1: g.s 0.. 0) 0
... (I) 0 ::f'- E.... c:
me ....-g0.....0)"'00
00 c:....x.s
0) 0 c: Q)'- CD
0) ..c 0 Q) .c: 0)
M ggl-c:~....E::f
,,, +:;...J .-:t: 0 '" e
". .~.. c .s:S 8 "0 ....
I.. ..... ~ 0'- c (I) 0
'0 ::):t:i 0) 0 Q) ~-
O 0) 00 ....0)0)
0. 0) N.- c: of 0....
0).. .C ~ 0 Q):':: c:
C 32ogQ).... Q)
-g g~ 0.0) s..~€
#1\ oo:3o)::fO(l)....
'-' (00)....-0.8
(:t 0) 0 c'- 0 0) e-o
():E ~:e 0):5 - C7l Q.
LL .-.... CD c: ....
3\: '0 1: c: - 'i - g
D 0 3\:0.000....
UJ e8 -6 b.... 0) ~ -6 0) 1:
(:t s..::f0):J (1)0
<( ~Q)o:JO)Q).go
D... CI) g. ~ s...... m ~ (I)
~ j!E a:i.e g:5 ~:5
0..
TOTAL
SPACES
29
25
9'_0. X 20'-0. SPACES 0 90.
10'-51t X 1S'-0. SPACES 0 60.
~o
..0 ..J
~..J
c:
o ~
~<(
~CI)
@::)
54
. UTILITY INFORMATION
GAS
SANITARY SE'WER
'WATER
STORM SE'WER
ELECTRIC
SIZE
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
LOCA TION
TYPE
SURVEY INFORMATION
~ ~ fil
65 ~ :J
Z2 W D \J)
W \J)
s:~ :J I 5: .....
~ w
& ...... UJ
D ...... ~ t-
~ ~
r-
r-.
';f
r-
IS
LEGEND ft es
I-
Z
UJ D
......... -l
LOT LIGHT LPI30 -l UJ UJ
D .....
ill <( LL
lit \D
EXISTING ELEVATION D z
<( .....
PROPOSED ELEVATION Ixxxx () I f:
:L ISl \.)
ill .....
z -
~ I-l u
PLAN SCALE. 'I' = 20' LL ~
\D O!:
STREET ADDRESS :3 ISl
z lDa1>-
3405 GATE'J A Y STREET l--l \!) t- ~ ~
D ISl Z X D ~
...J ..... LU D <(
-l -l x:
CITY STATE ~ & UJ <( \D
l--l GUJiJ)
SPRINGFIELD OR lL
=:) \!) I- l- ()
rn ~ :z LL 1Sl1-l..q-
>-< () \J) f{)
..... O!: () ~
COUNTY t- <( O!: U
() n.. UJ ~ D ~
~J.e ~ ...... ro -l ~ ~ ~
LANE w .-- (:t :J <(
..J () o x: t- -l W ()
l- tf) \) UJ :J l- I
- ...... \\l x: o I-l ~
REGIONAL DVG. ~D CORPDRA TE DWG. NO, t- D \J) f{)
Al0-1 12 - #10354
~ SP~?
w
~;:c~~I;~~ Pi
36-0084 , 10354
f'vnJlR S~, V\htt~. p~~.. ..
11/l; liD -D~ :
Me DtmWh I D 'f1 p~ '.,,__, <>...._.....,
E
~
tor)
~
I
Q
""-
~
""
c
(.)
Q.)
~
l
g
a:
tG
3t
~
~
c::
-q::
~
......,
V)
.0
..;:;
~
~
13
(j)
~
~
-
..--
fJ)
5
a:
..--
~
~
--
~.
~
-
---
fJ).
.......
o
.~:
e
0:;
..-- .
ci:
SCHEMA TIC STORM AND SEWER PLAN
ENGINEER'S NOTE TO CONTRACTOR:
THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF A VAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/STING UTILITIES EXCEPT THOSE
SHOWN ON THESE PLANS. THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS
OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRA WINGS.
THE CONTRACTOR AGREES THA T HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THA T THIS SHALL APPL Y CONTINUOUSL Y
AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THA T THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERF.ORMANCE OF WORK ON THIS
PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
. .. .... ". . ...:.....;:!::. ":..
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
J...:I
CI):
)....1
I
~:
~:
~:
CS~
:"~ ~1
-
FLEXSTORM OPERATION &
MAINTENANCE PLAN
Fl
-'.BM
N~~a~~E1V ~~fi~TeR~3~lM ~
Installation Instruction~:
.-~~: .
~,: '
~
1. Remove the grate from the casting or concrete drainage
structure.
2. Clean the ledge (lip) of the casting frame or drainage structure
to ensure it is free of stone and dirt.
3. Drop in the FLEXSTORM Inlet Filter through the clear opening
and be sure the suspension hangers rest finnly on the inside
ledge (lip) of the casting.
4. Replace the grate and confirm it is elevated no more than 1/8",
which is the thickness of the steel hangers.
Freauencv of Insoections:
1. Construction site inspection should occur following each W' or
more rain event.
2. Post Construction inspections should occur three times per
year (every four months) in areas with mild year round rainfall
and four times per year (every three months Feb~Nov) in areas
wJth summer rains before and after the winter snowfall season.
3. Industrial application site inspections (loading ramps, wash
racks, maintenance facilities) should occur on a regularly
scheduled basis no less than three times per year.
STRUCTURE 1D#/LOCAnON:
DATE
TASK PERFORMED
INSPECTOR
Maintenance Guidelines:,
1. Empty the sediment bag if more than half filled with sediment
and debris, or as directed by the Engineer.
2. Remove the grate, engage the lifting bars or handles with the
FLEXSTORM Removal Tool, and lift from the drainage
structure.
3. Dispose of the sediment or debris as directed by the Engineer
or Maintenance Contract in accordance with EPA guidelines.
4. As an alternative, an industrial vacuum may be used to collect
the accumulated sediment.
5. Remove any caked on silt from the sediment bag and reverse
flush the bag with medium spray for optimal filtration.
6. Replace the bag if torn or punctured to "h" diameter or greater
on the lower halt of the bag.
7. Post Construction PC Bags maint: At 50010 saturation, the
average 2' x 2' Adsorb-it lined PC filter will retain approx 75 oz
(4.2Ibs) of oil and should be serviced or replaced. It can be
centrifuged or passed through a wringer to recover the oils. and
the fabric reused with 85% to 90% efficacy. It may also be
recycled for its fuel value through waste to energy incineration.
8. MyCelx Skimmer Pouches: The skimmers start yellow in color
and will gradually tum brown as they become saturated,
indicating time for replacement. Each MyCelx skimmer pouch
will absorb approximately 89 oz (Sibs) of oil before requiring
replacement.
9. Dispose of all oil contaminated products in accordance with
EPA guidelines.
Sediment Baa Reolacement:,
1. Remove the bag by loosening or cutting off the clamping band.
2. Take the new sediment bag, which is equipped with a stainless
steel worm drive clamping band. and use a screw driver to
tighten the bag around the frame channel. .
3. Ensure the bag is secure and that there is no slack around the
perimeter of the band.
~
i~ KRUSEWAY
~
PROJECT ~
SITE ~
~
BEL TUNE HWY W
STORM AND SEWER NOTES
PROJECT 'DATA
GA TEWA Y LOOP
1. CONTRACTOR SHALL CONNECT THE EXISnNG DRAIN TO THE SANITARY
SEWER SYSTEM. IF THE EXISnNG DRAIN IN THE TRASH ENCLOSURE IS
CONNECTED TO STORM SYSTEM, CONTRACTOR SHALL CAP & SEAL THE
STORM PIPE AND CONNECT THE DRAIN TO THE SANITARY SYSTEM.
CONTRACTOR SHALL CONTACT PUBLIC WORKS DEPARTMENT TO CONFIRM
THA T TRASH ENCLOSURE DRAIN IS APPROPRIA TEL Y HANDLED.
CONNECnON TO SANITARY SEWER IS PREFERRED BY CITY BUT NOT
REQUIRED; CONTRACTOR SHALL COORDINA TE WITH MCDONALD'S
CONSTRUCnON MANAGER REGARDING FEASIBILITY OF SEWER CONNECnON.
2. CONTRACTOR SHALL INSTALL CATCH BASIN FILTER INSERTS (ADS
FLEXSTORM PC-S OR APPROVED EQUAL) IN ALL CATCH BASINS IN THE
PARKING LOT.
J. OWNER SHALL MAINTAIN CATCH BASIN FILTER INSERTS IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDA nONS. SEE MANUFACTURER'S
MAINTENANCE CRITERIA (THIS SHEET)
4. TRASH ENCLOSURE SHALL BE HYDRAUUCALL Y ISOLA TED FROM
STORMWA TER, IN COMPLIANCE WITH EDSP J. 03. 4.A. TRASH ENCLOSURE
SHALL BE COVERED (REFER TO ARCHITECTURAL PLANS) WITH A RAISED
BARRIER TO PREVENT WA TER FROM ENTERING THE TRASH ENCLOSURE.
PROJECT ENGINEER :
MOSS ct ASSOCIA TES, INC~
717 NE 61st STREET, SUITE 202
VANCOUVER, WA 98665
(360) 260-9400
CONTACT: DA VlD SPENCER
3405 GA TEWA Y ROAD
SPRINGFIELD, OR 97477
~_.
PROJECT LOCA nON :
E. GAME FARM RD.
BEL 7LINE RD.
BEL TUNE RD.
--
'\
--
OAKDALE AVE:
HARLOW RD.
.~
NTS
GENERAL NOTES
VICINITY MAP
NTS
,. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF SPRINGFIELD
STANDARDS .& SPECIFICA nONS, A.P. ~A. STANDARDS WHICH ARE
HEREBY REFERENCED AS PART OF THESE PLANS AND THE MOST
CURRENT 90PY OF THE STA TE OF OREGON STANDARD
SPECIFlCA nONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
2. DESIGN BASED UPON SITE PLAN PROVIDED BY FREIHEIT &' HO
ARCHITECTS DA TED DECEMBER 2, 2010.
. N"...."....o.-..~.......::;~:.,!,,,!!!,~_!!I'!!!>-~
V::.
~/.,"
~>
~~~
v~
~
(/.
~
%;
[V~
~~
~ '\,
-c: ~,,,
r .......
..............
.............. ,
..............
,
><
l.U
I
I
I
I
I
I
I
I
I
I
1
I
I
f--
I
I
I
I
I
I
I
I
I
I
I
I
I
I
.----------------a~------------------------------------------------------------------a~-----------
-- CONTRACTOR SHALL INSTALL
ADS FLEXSTORM PC-S
CATCH BASIN FILltH INSERT
OR APPROVED EQUAL ACCORDING TO
MANUFACTURER'S RECOMMENDA T10NS
EX. C.B.
m
EX. C.B.
i
I
\'
"
"-
......
--,
"-
,
\
\
!
- cOiifRACTO* SHALL CONNECT THE EXISnNG
SANITARY SeWER SYSTEM. IF THE EXISnNG DRAIN IN THE
!
,fNGI::.6SlJREtI~~e{}NNEGJED TO STORM SYSTEM,
I CAP & SEA4 THE STORM PIPE AND CONNECT THE DRAIN TO
SANITARY SYSTEM. CONTRACTOR SHALL
. 7JE:PAR'T1lEf{l.r~TlJ-t07VTl1(M THA T TRASH ENCLOSURE DRAIN IS
: APPROPRIA ttf Y HANDLED. CONNECTION TO SANII~8r.
. J2REt:ERRfD~jB.'t-^ca:;(.,-BUT NOT REQUIRED; CONTRACTOR SHALL
I COORDINA TE WITH MCDONALD'S CONSTRucnON MAl'1~.~ER
I FEASIBILITY OF SEWER CONNECTION.
POSSIBLE SANITARY
SEWER CONNEcnON
SAN!J.AJi 'f.......
~........ ~RAL
.............. LAn:,.
..............
.......
".......
C.B.
CROSSING
WATER 24" MIN.
SEPARAnON
EX. DOM.
WA TER
SERVICE
20
o
I
~
CONTRACTOR SHALL INSTALL
ADS FLEXSTORM PC-S
CA TCH BASIN FIL TER INSERT
OR APPROVED EQUAL ACCORDING TO
MANUFACTURER'S RECOMMENDA T10NS
CONTRACTOR SHALL INSTALL
ADS FLEXSTORM PC-S
CA TCH BASIN FlL TER INSERT
OR APPROVED EQUAL ACCORDING TO
MANUFACTURER'S RECOMMENDA nONS
KRUSE WA Y/HUITON DR
LEGEND
..
POSSIBLE SANITARY
SEWER CONNECTION
.
vv
WA TER PIPE
ADS FLEXSTORM PC-S
CA TCH BASIN FlL TER
m
~
GRAPHIC SCALE
10 20 40
I I I
Ir- J
( IN ,ll'l!i1!il" )
1 inch = 20 It.
SUBJECT TO
CITY APPROVAL
"~':=:_~q
PRIOR fOEWCcJl$~N
.,. . . . .... .. N"f"> ? fl ~.I\m, .. ,"hl.
rJ....'" 1. ... 4IooVW ~~
L o-fl 2 rQ~~ Submittal
I ;,
",,-~I'r)~tC')
~~
<x> .
~-
-.
~
~
iII
8
m
ex:
~
8
I
<0
~
9l
a
--J
~
o
ca
I~
0:1
a:
~
;ti:
~o:
,(Il
:c:
~
it
ffi
~
~
2
~
~
CI)
Q
~
~
~
&l
- ~ ....,
C'J ~
~ ~
s ....,
V) l.C") · S2
L '" <.0 0
'--(0 0
~~g~~
J.;;;:: ~~o
V)~O)~-O
t- I I g
V)~oOCl)
___b:j<.o<.oCl)
<.o::s:~~o
~ ~ 'O'<3'E
c;..<..:><.o<.o.
" <: ~~~
i':~Cl.l!-~
~
I
,A0 r
'i~ J
tI)~ f
O~ I
0) I
~ 1
~ .s
C-1
, , -..