HomeMy WebLinkAboutPlan, Final APPLICANT 10/16/2008
NOTES:
ALL CATCH BASINS AND AREA DRAINS
TO BE GIBSON STEEL OR APPROVED EQUAL.
'-MATCH RIM TO DITCH FL
-FRAME & GRATE
TOP = 483.5
(CURB &
(GUTTER
/,484.05
f AC PAV .
~~2:1 MAX SLOPE
, - - TOP 8. RiSER - 483.0
'f (OVERFLOW)
SWALE & 4"
PIPE FL .,. 483.0
FRAME & GRATE~,
CURB &
GUTTER
'[(<?
sv <J Il
~\'~
~=--7
SW ALE FL 482.5
AC PAV.
11
4. SWALE OUTLET
FL 4832
~[:= U y ~ ~d;r~ /J!1'f~TM
THREADED -- " IN 44TH ST.
PLUG ~ FL - 4810
- - "" 8. CROSS
~ 81PVC PIPE
- BOTTOM
RISER 480.0
CA TCH BASIN
CB BOTTOM 479.0
SLOPED AREA DRAIN
CA TCH BASIN/AREA DRAIN DETAILS
NO SCALE
...;,:
11.5 '
8' SWALE WIDTi I
;:..
..; 2.5' --
J- ':"2.0' 0.- ,~
BOT.
~ 1.0' oE-
-3.0'
3.0'
>-
f-
0::
W
o..w
Oz
8:-.J
())
l
b FlAT
CURB &
/GUTTER
~~
4H:\V
_ AC PAV
s-C-
A-A
O\J
TYPICAL GRASSY SWALE CROSS-SECTION
NO SCALE
VERIFY LAYOUT WITH DESIGN BY EACH UTIUTY
(NW NA T GAS. QWEST. SUB. COMCAST CABLE)
FINISH SURFACE
=111=111= =111 111-
24- MIN - III
OR AS II. ____ ~ - = 3'~~K g~g~~E~
REO'D = 11= ':. ::: ~ ':. ~::::. -III PIPE ZONE & TO TOP
- . : : :.':,' 36- , , : '. ;:'.. = I = OF TRENCH.
~r SCHDAO ELEC. I'~~'~~'~:"".'~""~_~II=
OPTIONAL LOCATION .:. ' " . . ',' \: ,'- '~r GAS LINE PER
IF SERVICE IS TO BE' .' 1I'I~'-' " \' NW NA T. GAS CO.
FROM HARLOW &. NOT A =:
AS SHOWN FROM POLE - 1-1/4- SC HD 40 PVC WTRURR)
Mft~~a , .
2" MIN. OF 1-1/4- SCHDAO PVC WTR <BLDG SERVJ
BEDDING SAND S SCHDAO PVC PHONE
OR PEA ROCK 2- SCHDAO PVC CATV
2- SCHDAO pve SPARE
PIPE SIZE. LOCATION. DEPTH
SUBJECT TO CHANGE PER
UTILITY DESIGN
WHEEL BIJMP\
WALK ... 4". pec ON r CR
FLUSH WITHAC
PCC WALK
~EW AC ef\V1NG _.--:-:. ~ I. ., . " , J
~ . ..' -. .......: .......: ,:.:..: ~'III~II-I~"lllmvlllllllJ!'
'. .:-: ....: ..: .:.: ..: .:.: ..: .:.: :: '. .: ..: I III III IIIblll :;
. . " - :.~ '~,:,' 'lUo-ill '''f:; "Ill III '''III'''I[ III 111111111, Iii Iii
.m.1II III III III m.1II III III III III 111111 III III III III 111111 1II,IIIjjj IIIjjj 111-
'11=111- ...
ALSO SEE APW A STD DWG.
NO. 301. AUG. 1996
O\J
C-c
$=C-
$ c-
0\1
,3 --3
SIDEWALK AT BUILDING
NO SCALE
TYPICAL JOINT TRENCH
NO SCALE
EX 6' WATER LINE
~
~-s
G)~
44TH STREET
1.. -;--.
';----~---- r '---Y---- ,
r __-:~-;-_~ .:._~____;_:-_;-_~_~__!.__~, .. , -;_'-__f:._
" -..
~ #" 'It
,,' .
~ v ---7:"'--:":_-_!..._--~:"'--.-':_--~- ..... p
t ,
. ) .
"" p -' b.
. to ,
) "
" p- "~
~ ,
.. > JI'
" t .. ~
r
. ~ ,
0"
. ) .
. !lo
Co it ,.~.
. 1>
. 1>
~ '!l.
. ~ .. 1
. ..
~ . .... ~ p ~I~'~ A~K ~ . .. V
f , \ .
.
h ..
. ...
1>
~
fY
;r
V'
p
[)
p
. .
, ..
. .
, r
. "
.. . ~
~ . ....
to. ,. ..
... ' ..
"'. ". ..
h v ..
\-. .. ..
,
. ) ".
,
. ;
..
, t .
,
. (> .
" t I ~
,
" c ..
.
. (> .
" :- ,
, ~ .
.
. . '"
~ t t" ~
.. ~ ~ ~
. ~ i' ~
,. t ~ t
, ~
., "",
'.), )0 ";a.
___:_ ~ ~__~:___~_..;'>__~ 'i> ___ ~. ~ _=__~!___:___Jl__~_~~__:___l'__=__~:___:__~~_:"::_:___~_~_" \'
~
;;'
t\
w
::::>
0..
In
x
w
EX WM/"'
REPLACE BOX
AS flECESSARY .
0--
<;
v
DOUBLE CHECK VALVE ASSEMBLY
PER SUB DWG FFIIDE46
DOMESTIC SERVICE
2" TEE &. 1-1/4- I
REDUCNJ _NEW UTILITY CONNECTIONS
BUSHNGS '" . f PER UTILITY CO..
..\......- NEW UTILITIES
2- S~HDAO Pyc 1 PER TRENCH
WATER . i" .,. . . "~~~D:40 p~~ " DETAIL B - B
/ ~ _ PRlV. DOH. SERVICE
ABOVE GROUND HOUSING "'\
FOR BACKFLOW PREVENTION - \
DEVICES PER SUB DWG FFlIDE46) 1-1/4- SCHDAO
PVC PRIV. IRRIG.
STUB
DOUBLE CHECK VALVE ASSEMBLY
PER SUB DWG FFIIDE46
IRRIGATION SYSTEM
SITE ZON I NG :
DEVELOPMENT SITE AREA
ESTIMATED CUT:
ESTIMATED FILL:
AUTO PARKING:
PLANTER
s
T-
SUv1v1A~Y
NEW BUILDING
ALL WATER SYSTEM IMPROVEMENTS MUST
BE INSTALLED PRIOR TO FINAL OCCUPANCY
AND SHALL COMPLY WITH ALL RELEVANT
SUB WATER DIVISION STANDARDS.
LEGAL DESCRIPTION:
WA TER & UTILITY SERVICE DETAIL
NO SCALE
COMMUNITY COMMERCIAL (CC)
0.58 AC
800 CUBIC YARDS
605 CUBIC YARDS
SEVEN (7) - 9' X 18' SPACES
(INCLUDES I - 9' X 18' HC SPACE
WITH 8' WIDE ACCESS AISLE)
LOTS I~ 2, AND 3, BLOCK I OF THE PLAT OF HOLLYSON, AS PLATTED
AND RECORDED IN BOOK 13, PAGE 3, LANE COUNTY OREGON PLAT RECORDS,
AND THE EASTERLY 60.72 FEET OF LOT 15, FISHER'S PLAT, AS PLATTED
AND RECORDED IN FILE 73, SLIDES 173-174, LANE COUNTY OREGON PLAT
RECORDS, IN LANE COUNTY OREGON.
I .'. H
, .:;. ,
NEW CB HAWTHORNE IT OWNER: CRUZ SUlAN FAYE . · '
TO REMAIN T AX MAP: 17023231 . - ' " ..
RIM 483.75 \ TAX LOT: 400 , ': =- , '. : I
4" FL OUT 483.2 ~o.. LDNING: MDR ' -:.: I: '..I
" I ~ f. 1
':. 'IL I'-
b I .... ..' I. ·
~ L() CHEERY TREE 14', I, . '..
~Xp~~~~T~ \\, ~ 6-FT WOOD FENCE TO REMAN .S~:, '.
CORNOR lREP~CE PE~_N~~S.t -;1 _~ ~I:::\_L 02'~ 4} ~
B,EGIN SWALE 7/-;t ,'\.~.~-- ~ - l:.} . t~i:': ~~~.O' -I ':..:j
FL 483.0 1-- -J;~_./ '-TCYURPBE 'N ~(: f El-. -""':. --. ---------\ I. .-'
wo~o,' o~ 485.:35 \ SSQO. ,:; \ I',A:
. ':-:! ';1
aJ :z '" d\ . - 4" S~ _ ~ f. J
~ ffi UTllTY POLE . \ -.- -. . I.',
00.. REMOVE. E.: ~ I i t..;-
o ~ ~ ~ " ~. : I .\ f; 1 ~./T)-tLETRIC IMETER I', . .
~i ~.~ ..':k =LK ~ ..\ 1I;~;J,7~;~.484.~9 I,::]
\. NE W 7.0' TYPE A -\ \ · dr: . r /'1 / MATCH . "\ I,: :
"'-~-b PUE . ~ \,\ ::",'> / I \ l{l::
.- 'ro 10 BIRCH .....1 '. ~"'l/ I I \ L': ~
\\1 ~ '. ~ ------ ~~~2~J~;t1.I>.~.,~~.813 \ 1/
~ f EX PWR POLE ~144"L% t:f1.,1 . . ,...: i
= ........ 0 _'-.......,.. -: " .. WATER METER i
\ A t ~~~. ~l}J A \ 1'.5'% . j~~"- -=;t- REMOVE \ !'::1
\ A /' : ; . Q ~ {91= A EI- 4 a.4 52 '.' . " .. ~;;;::: ~ ,I ":-
.\ -. _//",/. ""'," "ti8a~ . \V. ~ '''J'. :~\i5~ ~~ '.~
/ . r . . .,: ' . 'i \ ~ :c f- ~
\ .... on .. . . ' ..f \et: Ul . 6 .. 1 ! : '::
'\\,J"'lLV'~"'--'.--'~' .......- "':> 0 "'.. ': :r 'e~ ~,~ \ .-'A~
o / EI-. 484.b5~L ~"'..~:.. ~ A ~~. ~ ~ I r;.;:.
//~ ffi ~ """!3% ., "I'" (b~' lk...
;# ~.. EX SS CO .. , . ': :>-~r~ EX BC ,1-,' .'
.' 5 ~ (I)' El-. 485. ~~3.8%~/ ~(. t >:: 1 _ --- - EL. 483.~6 I:;'
~ g 5 I~' ,?I-OPED AREA DRAIN OIL/WATER TYPE \A- (~.. : ~.t~ ,...-;--. ';: 1 EX TC r I :.: :;
!.Et. RIS <.> ~ :z 1~ ~ / l-OW RIM 482..5 SEPARA TOR __f.lJ!l.I!J:_~. -. -........ 6;: :<-, 4. SS.--- - EL 484.4) 1.,...;-
//(TWO) . HI6H RIM 483.5 COVERED' , "'. .,,~ ~ MATCH \ L:. ~ I
I .. bD Fl- OUT 481.5 REFUSE &t El-. 485.3 · ,I :\1: I ' 15 X 8 TEE \ j' ..-:..
i ,(- RECYCLE AC $ CONC.. '"\ ., '.. I "FL 47895+' I:" .
\ . ~ 8" STM AREA ~ -. - -- '\" .. . ~ :.,./ . - . I,:: :.
REPLA E PER · ~ ~' .. ~ . ,~ . , ". . .' _ _ _ . . . " \ TO I REMAIN I : : '.
------ NOTES \ ~ _ \,', ./1 AC ~ CO~C. ..J....... .... .' :. · '/\Elk RQl:J. ~.'. ":'. 11/.";:. ':<-1., . \ .,: .;
"..---~ ~ 60f \ - -- \ 1/ /1) 4J 2.5"::-rt~1- .~..,. 0'" j-'i3 :::~~,:~)'~~, iL.:
\ 2.ct" .~;. / · A :"t~.5SWALE~ U'" y-<. ULl z j.. ~ t." \f~jM-ic III' l<
EX EL4B4.25 J /' ..... 1-, 485.2 " ...~-; ~ ~ ~ ~ I I ..1:. ~ :jf EL. 484.561 I ;::"
EI-.485.45 @ PRol1kRTY ~,:' AC $ CONC. ~ : 0 <; a~ i I . J'.':il EX CONC. I I I. 0 ..
CORNE~ . / ~ ..0 -...... ~.. '411- /' .' ," . WASHBAY~, 6: (f).~ (i. 1 I.,.. i! EL 484.65 (Y' ,1.>.: :"1
f / i . " I .. . :.=:---------- ------ ---- · . It... MA TCH Ir" :- 11
..../ .I- \ 2 "" '" -I ~ I~.. 11 I
BE6./C$ 6 .1' NEW CONC, f- .' I ~ !I : 0 It;.)" 'It I IL' A" 1
FI- EiC.484.10 ~r. VALLEY C <:> .... o~ C BREAKFtoOWII ~ ~ +.t:,: ~ (f) (/). I' ....."
J ~ ~. GUTTER L.=-;:: l:t ~~NCEK ~ 1_ 6::f~~J (3 t::
c)"{ () , 'r',: =-- --=' lQ. ""I ,f ~- :s: ~~. U I ..
i . . '- . .I !'I' I~...ll 0.. \.~
r. ()j J ! I~ 't I VI : : >
"v G '\ \ f" .: ~,--- - . l. I I :: t~ '1 : X ~ I, .... .~
...' \ "l .. .; - ~ (eE , ~. W I, '- I . .. .. ' ..,
"':> <0 EX' 7.0' P~ f ';..~ OFFICt:1 lf~d).,== ~ I ~~~111 "'J.. ~ ~
-- .......- - .. - . (/),-.' ~
" '" (/) ..;:..
....l- <<, . ,
.1 .. X>.'" ...
J AC FI-U'?H . ;: I OFFIC I' '\ 0' :. .'1 M:i ~ z w ..:...
" WITH--GeNG> . A ,: ==-==" -' FF 485.3 ,," I J. " . ': tOlE! ffi . A ~ J
EXIT Ol)i~ Y NE W 7.0' L' '?IDEW AI..K : ': :' . EX 5.0:' PUE - il' . ~jl-,)5 0. I, "'" :''::1
& DO . OT PUE : El-. 484.40 '.: I L ~ I.: t~~ 32.0 - .... J
. "
(f) '.
@ PROPERTY · f Ek -l- EI-.485.2 >>-....~, ~ ' : ~ 'i< < :::--
LINE ~ 1.0% W'85.3 El- EI-. ~ AC ~~ CC. ':" ~'\. ~ ) .' ,nA"3:. C) V .: :
EXIT ONLY t- . _ .... .//\~ :~. 485.0 /48. t80 . . c~~~", "<: :.~. pIP 88030 I ~:". . ~ .il B 1 ~. ;:..
& DO NOT ~ ........../ ~w/ . ~~ I TYPE A r:'-',_""-Z ......., ~It<l:.l::. LIGI-ff I ....11:: X '"
· ~ -'"'Cr- '~"--GP CURB L.. ~v '-" !t:!.. , I 1 (0 W' .
ENTER SIGN ,,// QO" 60\0 ~O' 0 - , ~~"" " " ".::.-.5~:"., ~.', - -. . ";';::" X .,<'::~ ~
-EX coNe. WALK. /' .. ~ 01- }~LRIS . EJ- ':.,:'; ~.:::::_"'-EL-L485.2. q · /,.7//W >~'4<;iffJER W.\. EX, SAN MH, EX FIRE HYDRANT
E 48446 -"'" · '- #. y--~ - c/ ~l-'t:j':..... 6xm f'r ,:~.~ .. . \1.:.\ RIM.4B4.76 I
JA TCH :-=---- --~:. ';::':~ "'<< <..; :.';; n;_::! --:...?.. ~';'.~7: . '. . I ,~~~;I: ~:: -, ..~;:'.... '/.. .firl:x ~~"~~ ~ ~~~; :. , I \\(\~~c----~~~~-~~-~__----_-~_--~______T_____'_-.3~
________ .: ~_~ ~..:: ":x.:-..:.-::~::.::~_i.~:: :~:__..~.:' ~.. . ~.;;:.:.:~_~~:.~.:: ~~.:.:~_:. 2::_:.::::~.:~..~~' /: :~.." : .. :1.1'_~~:~,:~:,:~:: ':;_. . ~:_~~~~~~:~~~~~:_~.~~_ ';"~4.-" ....~;~~:~_~ ..: :': . :- :. .: . :-- :. .: 0 : .. ::.: . : .. : :: . :. :. .: . : .. : .': . : .. : . .: . :
::::: / -< ...-_____--- _.__. '\ ~ --rr'39.4' -----:-- ..; < I \ WV' ; <( I / EX 27' CONC. STM ~
_"":::- ~ J. , .- - --- DRIVEWAY ; --- -,;--- - - - - -- -- -- o. ___,v EX 12" DI W
EX Te WV;" 28iO'-- /I" '.. ~ REMOVE PER )~~~tSfJi','-i,~!:t~V EX CONC. WALK \ / /
EL 48431 III EX BC NOTE 16 Tt1,:~~~.~_~ - l~I-'- EL. 484.7 EX TC \ I 1
MATCH' a. 483.91 REMOVE AND REPLACE SSt'!7i1';;H,' MATCHEL. 484.56/ 485
EX Be El-.484.54 SIDEWALK AS SHOWN EX TC . _ --:--
'EL. 483.84 ~I-B1g~'~AI-K @ BACK WAl-K 120.3 LF ~1~~~:.?41-
~ .485- _
V A ~ - s~.:~.~ _ ~ff~~~:~;~~:: S$~ -.-.. <~!~~l~E~ - < ~,,,. -
EX 4 1/2" GAS
< A~;~;r1:t~:r::t?Ii3~1~2:1:: "
~<." .: ..." ..;,..../
,~. .~..'.. .:-/ #
,,/4 ..... . .II'
I,. ft" .. ':
It. ".' ." '"
II . ". "/ EX GUTTER
~' -:. :', . EX GUTTER EL. 484.07
EL. 484.30
EX GUTTER
MH WW EL. 484.43
RIM: 485.29'
DEPTH 5'
;- Nl ;-"RPRISf' RtNJ
CAI-(
/,
FINAL SITE DEVELOPMENT PLAN
ASSESSOR'S MAP 17 02 32 31, TL 100
SPRINGFIELD, LANE COUNTY, OREGON
OCTOBER 15, 2008
II.
I.
II .
I,'. .
I, ..
I ..
: 'I
/ "
II INL.ET
. r;-j'/t:I-. 483,1.(;
I _:.~ 151 FL. 47'1.43
1 .' I
. '.
.. .
, . '
, -
~.
I-V
I, .-: I
;......
20 ·
. .
o 5 10
20
30
40
SCALE IS IN FEET
OWNER: LANDIS CAROLINE E.
TAX. MAP: /7023231
TAX . LOT: 1913
LDNlNG: MDR
w
o
<(
-3
CL
o
0::::
1'0
~
OWNER: BERGSTROM LEROY I
T AX MAP: /7023231
TAX LOT: 1914
iDNlNG: CC
EX EL 483.42\
@ PROPERTY
CORNER
OWNER: DOMINGUEZ MARTIN
TAX MAP: /7023231
TAX LOT: \915
LDNING: CC
\
TYPE -AU
CURB
.....-7.0'
~
C5~
lL.W
0..
~ .
~W +1 ~
-'~(/) 0 .
~...JW Q
:ffub
<.>~:z
W
:J
0..
o
Lri
x
w
t.J
(f)
l5
w
~
-.J
(J)
o
X
w
,
,
\
\
\
'\
'..
........
,
A
A
........~
--
EX 36" CONC. STM
.::"'"
/- <
.!.- --\--
i tJl ~ ~~.33
.-.....,- ~ FL 478.61:'
. ~/
/ ~/
. -/ 0-
/ "/
,< Id
<.
EX SAN MH
RIM 484.59\
DEPTH 14' b
.-
-""
<
[ ~~~j\._----------
- -: - . ~ __---::::-.---N---;~~~~-~-~~:~~.~:.-:~~::~~~=~~-=:~-~-~-~~.~~::=:::~~_ EX 24" CONC. SS ~.
~;:.=:~;:~~:~f~&:;:.=~~;:,~~:~:~"7;:,-~~~~~~:,.7;r-:-~~\:~ :.:~-::--:-;:;':;-Z'~'-::~-:.~~~f" ..~ ..~;:~~:~':-'~'-.j'~..
'. .. .... .' "... " ." . A .' ,~ . A ." .~ . ........:J.t::-~~a.-:-r..,~.i.. .. .' ." ". ," _ , ." " A . .".... ."..........,
-----.:-..---- ~....._-----------..------_.._---><;'-"------_.._---~-..._-----_..._-----.&-------...----. ,- ------- . ... .. . "
. -""<.,..: ... "..- .. k ;'"
"., ~ ,\
EX GUTTER ""~ : .~:': \\
,.... . \..It
EL. 483.91 \ ..: : \ \
,. . . .. \\
. I
I
(/)1
EX GUTTER
EL. 484.14
(>
(/)'
I
"-..
~.I
EX GUTTER
EL. 484.53
AL CAP OSHD
EL 485.13
-
-
LEGEND
. SUBJECT PROPERTY LINE
r ..:. ----...,
I....... ..b.l
,~ ..
:. , I
L_~___~________J
EXISTING CONCRETE PAVING
TO REMAIN
I.~ :::'~ :" .~:f:': :j
NEW PCC CONCRETE PAVING
".....--
EXISTING 5' CONTOUR
EXISTING I' CONTOUR
---..., I.~.
/..--'-_._~---
<:
:>
~
TRAFFIC CIRCULATION PATTERN
WALL MOUNTED LIGHT AT 12' HEIGHT
SEE NOTE 10 (100 W METAL HALIDE)
POLE MOUNTED LIGHT AT 16' HEIGHT
SEE NOTE 10 (250 W METAL HALIDE)
PROPOSED PAVING SLOPE & DIRECTION
EXISTING PAVING DRAINAGE DIRECTION
~
?>(
...
3.7%
~
El- +440.2
FINISHED SURFACE ELEVATION
6B
PROPOSED GRADE BREAK
\10.--5
I.
ALL EXISTING & PROPOSED PAVING IS 3" AC ON 8" CRUSHED ROCK OR AS
REQUIRED BY ENGINEER TO SUPPORT FIRE APPARATUS VEHICLE (80.000 LB)'
ALL GRADES SHOWN ARE FINISHED AC UNLESS NOTED OTHERWISE.
ADA ROUTE - MAX. RUNNING SLOPE... 5.0%, MAX. CROSS SLOPE... 2.0%
He ACCESS AISLE - MAX. SLOPE... 2.0% ALL DIRECTIONS
ALL NEW CATCH BASINS ARE, TRAPPED CATCH BASINS. GIBSON STEEL
MODEL GCBI0-36HB OR APPROVED EQUAL.
ALL STORM PIPING IS PVC. ASTM 3034. SDR 35 OR APPROVED EQUAL. IF
WITHIN 5 FEET OF BUILDING OR HAS MINIMAL COVER (2.0' UNDER PAVING OR
1.0' IN LANDSCAPED AREAS)' PIPING SHALL BE SCHD, 40 PVC OR EQUAL.
NO EXISTING WATERCOURSES TRAVERSE THE SITE,
THE SITE IS LOCATED IN AN AREA DETERMINED TO BE OUTSIDE OF THE
500-YEAR FLOOD ZONE & IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA.
ACCORDING TO THE SCS SOIL SURVEY FOR LANE COUNTY THE SITE HAS
SALEM-URBAN LAND COMPLEX AND OXLEY -URBAN LAND COMPLEX SOILS.
THE WATER TABLE DEPTH IS LISTED AT GREATER THAN 6 FT DEEP.
ALL EXISTING UNDERGROUND UTILITY LOCATIONS MUST BE
VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION BEGINS.
ALL NEW UTILITY SERVICES SHOWN HEREON SHALL BE UNDERGROUND AND
SHALL BE DESIGNED & INSTALLED IN COMPLIANCE WITH LOCAL & STATE
REGULA TIONS AND PER UTILITY COMPANIES POLICIES AND PROCEDURES.
ALL PROPOSED SITE LITES ARE TO BE METAL HALIDE. MOUNTED 16' ON
POLES AND AT 12 FOOT HEIGHT ON BUILDINGS AS SHOWN. ALL EXTERIOR
LIGHTING SHALL BE DIRECTED A WAY FROM THE PUBLIC RIGHT OF WAY &
FROM ADJACENT PROPERTIES AND SHALL COMPLY WITH OTHER APPLICABLE
ST ANDARDS OF THE SPRINGFIELD DEVELOPMENT CODE. FOR MORE DETAIL
SEE ATTACHED EXTERIOR LIGHTING PLAN AND CUT SHEETS.
OIL WATER SEPARATOR IS 550 GAL. U.V. MODEL =If 660-SA
SEE A TT ACHED DETAIL.
t- II Ic:U ,.,uorruttal
t}LL FENCES ARE TO BE REMOVED OR REPLACED. FENCES TO BE RE-
-~'P[ACEDARE SHOWN IN MORE DETAIL ON SHEET SDI AND ARE TO BE
LOCA TED TO COMPLY WITH THE 5T ANDARDS IN SDC SECTION 4.4-115
FOR HEIGHT. SETBACK. AND MATERIALS.
LONG TERM BIKE PARKING WILL BE PROVIDED INSIDE THE BUILDING TO
CONFORM WITH THE STANDARDS OF SDC4.6-145 & 4.6-150. DETAILS TO
BE PROVIDED WITH ACHITECTURAL PLANS WITH BUILDING PERMIT APPLICATION.
BIKE RACKS ARE TO BE THE RADIUS BIKE RACK. RPB 24" HOOP MODEL
FLANGE MOUNTED TO CONCRETE PAD. OR APPROVED EQUAL.
THE SITE IS LOCATED OUTSIDE OF THE 20-YEAR TIME OF TRAVEL
WELLHEAD PROTECTION ZONE.
THE EXISTING 15.0 FOOT DRIVEWAY ON 44TH AND THE EXISTING DRIVEWAY
ON MAIN STREET SHALL BE CLOSED PER CITY OF SPRINGFIELD STANDARD
DRAWING NO. 3-7 OR AS OTHERWISE REQUIRED BY ODOT STANDARDS.
THE EXISTING 23.4 FOOT DRIVEWAY ON 44TH SHALL BE WIDENED PER CITY
OF SPRINGFIELD STD. DWG NO 3.7- (CUT> AND 3-23 (NEW APRON). APRON TO
BE 34.0' BOTTOM WIDTH WITH 9.0' WINGS ON BOTHS SIDES AS SHOWN.
NEW DRIVEWAY ON MAIN STREET SHALL BE PER CITY OF SPRINGFIELD STD.
DRAWING NO. 3-7 (CUT) AND NO. 3-23 (NEW APRON). . APRON TO BE 28.0'
BOTTOM WIDTH WITH 9.0' WINGS ON BOTH SIDES AS SHOWN.
2,
3.
4.
5.
6.
7.
8,
9.
10.
II.
12.
13.
14.
15.
16.
17.
18.
EX 65'
PAV
-
-:......
.<
-<
-
"'"
~
-
,
EX GAS
<
-
Date Received:
OCT 1 6 2008
:
\J
" '-:I)
,1
Final submittal_.tfc/~.
DR67J)o1~o(j)(j3 L
F~ ~~ /
To k 0.+1'j /. 7fT J€..lu,du /
~pn. se., 1&td-I't-CaY
'~, ..f' (j)QY
.
U
Z
.......
~
N
\0
U")
.
U")
Q()
~
o
Z
.......
)-t~
J:;&:IN
>It')
~N
:::>
en
...-....
..-t
~
Lt)
..........
><
o ><
I':CN<
. <=> J:.1:.I
O~
. to-...
~O"\
~
c."
Z
.......
~ ....
~E-t
J:J'.lp;:f
ZJ;J;:l
.......~
t-'E-t
Ztf)
, ~ J;J;:I
:>-: .......
tD J;J::I ,:Q
f000
~ -< 0
lbOO"\
g: J:L.c 0"\
LO
Zo
Olt')
C-'~
J:=Qlt')
~oo
O~
...-....
..-t
~
It')
'-""
....
J:;I;:I
Z
J:.:t:I
t"-'~
::>~
J:=Q E-4
./
,
?
EXPRES: 06-30...2009
z
<(
-...\
lL
- _.~
G
~
"
~
ct
~
~
~
~
dj
z
UJ
2
lL
C)
\
1J
>
JJ
a
UJ
\)
.J
.J C) I-
" C) \.f\
I _
o ((\ Z
Z ~I- <(
~ ((\3 2
~
I- ()X ~
I- <( (('\
I- " I- \t
\f\
~ l\.:
~ ~ ~
~ <:) \S'
a >- ~
lU l- <:;:)
t\.! t\.! U"
~ ~ lC
lU <:) ~
R: R: ~
\
~ <(
~ L
tu -
~lL
?GAl.,E: In = 20'
RE'VlljIO \Jlj
I. 12-14-07 PER CR
2. 4-23-08 PER DRC
3. 10-15-08 ODOT
4.
5.
C;.
DE?16NED:
MJK
DATE
4-23-2008
3873'?IT3.6CD
r
r
'?HEET
OF
c
1