HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/5/2008
NOTES:
1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039Cl161F DATED 1985-09-27 AND IS
IN AN AREA DETERMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN.
2. SOIL TYPE ON THIS SITE IS AWBRIG-URBAN LAND COMPLEX.
3. PROPERTY IS ZONED LIGHT MEDIUM INDUSTRIAL (LMI). THE REMAINING PROPERTIES ARE ZONED
AS SHOWN.
4. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN
ON SHEET C3.
5. ELEVATIONS BASED ON LANE COUNTY DATUM. A NOAA ROD IN CASE IN SIDEWALK; NORTH OF
MAIN STREET WEST OF 39TH STREET. ELEVATION = 478.69.
6. THERE ARE NO LTD FACILITIES NEAR THE SITE.
7. THERE IS NO SIGNIFICANT VEGETATION ON THE SITE.
8. FIRE HYDRANTS ARE LOCATED AS SHOWN.
9. PROPERTY IS LOCATED WITHIN THE 10-20 YEAR TIME OF TRAVEL ZONE.
ClJ~~~
<t\> \>~ ~
ClJ\~~
<\\> -0
\>\) \.~
\. f%~
~~
\1 \) ~
~~ ~ '\\> 9J~\'j
\>\) ~
~
f%
~\ \
1 ~~
~~ \ ~\~~
~~ <\\>-o
\>\) \.~
(
SITE REVIEW PLAN SET
FOR
1 1: JA 1 S :iV C :
N.E.1 /4 5.E.1 /4 SEC.31, T.17S. R.2W. W.M.
TAX LOT: 2000
SPRINGFIELD, LANE COUNTY, OREGON
7 ......, ..' ~'..'.i..~'.~"> '<... .:";';'. .~" '.<:.." .:~/. '. '.
'.}:;:,:.: :.. .' : .: ";f <:' . :,.::.,., '\,:'''::: . . .... ...":.'
. r<:?t: ~~, ;' '>:, ':.'.>,,,. "'.... "..::><'. ' , : .: '.'. f'.' ....
I ;':::,U: -;'i,';"f:; ;:;p;" .' "",: '.':' .....\i.. .~: ':. .; '.,
~, .... ..... ::r ...,..,.......' .......... ".: ': ..... ~^ \ ':~';. ':.' .; .":; .... '..:.... ..,'.:..'
::',:'~': ~.' ...; ,"" ':-;. "::..:- ~"'" '" ':-'::..: 'J';
:\L{/;~ ..', !:~.: ":.~:. .......,<: .,~.. '. ."';~ "".' ....,,~...'.." " ':,.,:.:
.' ,:.' ~ ...... . F~~:tI1 C". ..:>.........:.: ~:'" ". ," .::' .'. . :.:'."':
.:~ i::, :'; .' ";:. '. r- :,,' ;<. .'. C\:', .' "".:: <..
:'t.. .:....... .. t..,.:..,,;, ..;.'<. .':." ;:'''- ~,. .,f. .',"
: .' ',' '. i.:;. ,:.;" '. ..' : . t... . '.' ..' '.'>... .'. .' '.' .'. "; "
.' .,'.. ' ..... ';"'.. ::. i'.:'. ....:-/...;...::;:.,:.;~~.'C<:...;;...... .;'
'. ..<~..;... D..' .,>. i: '.. ..... .'. ....... .,'. ..;.... ...:...........:.. '. ,:.',
"; ',' ':" . .:>.'. ':: ' . .'''.' '. ,,' ",c'::".";' ."...,. '\.,.. '"
'. :.' f' .....'. ....'..:.,. .,.... "'"\.. ~'.'.
. ", ;.) . t., ...... .... , '..<.. c".' '.J-'Jt(
:'lJ "':"'.1:" !:,(. ~::;:', 11........ '. ~~..: "':74~
.; 'lIi . ~ ....,.. :Ji '" .;'" I ~.' ;, ....... ~;>: o( l SI /.: ..... "
,-S '. g:: .'. _ . .~...' .. ..." '..... ....f ~.' '. .?} f...,
.. Q.., ..J.o. '. .' .: ..' .......,.;.:. ".:.: .... .',: I .'.' .......'.
....." '" ~.. ". ,,'y. :::.', ,'. '::':>' '. ", t.(<..
". :-2J.,: . ..... "i. <'.'.
'1': . t 'FP.: .' " ': - '." ." . .>:.. ( ~ ~t -':"'.!,
;. j:"J', ' ,'; ....:..:. .'.:".-. ,.. .:.....:.:.. -',":.<, i;. '
,,' ,,'.. ':'''''. :., . '::' ......... :.;...:.,. ;...;"<.'.':
...: .:'. ',.....:':;,. '.':' .,:,....,;.....:...;.:....:'.::..::....
.;',. "'.' .... .....'..,:.:.,.: ':'.." ..... :.:..-:.,. ','\ c..;.... 'J'
': .'/. '/', \.;...... .... ........,.... !7:-' '" ..' ~._St:.
.. ", ::",,>"/':'. ""'}":";.::' .;"."".:,.......'
. ',.' .,.....'.. " ;':.... .:}'.' :', .', . ". '.'. <:'<:,,:'
.t ..:: ': : ';';; J .' .>H.:,.',.\~> "i.:/;';(,.: .;:~: :." './:.:
.....~ ..r ~:X'.'.: ie,. . ,~' .: .:.:' < "':,'''> ',' 1 :." .:' i'; .'
...t... ,....". 11" , .' ",. i ""'1 _ ; "."" ;', ", t .
:.'.' '. ~"...i::.. ..': ", :.'.;'" ...........,.: ;.1
::..' ;. ::,;~ .'. L ::L:: . .." . .... '-/.. ".': ';'j
'" . :..:'. ..... , ,":-:'..:. ~'.. '.' ....:.. ' . . . "". ,.' . ..'.;... :
: . '. ..'.'. .: .... 1:. ;'..i.. ..,: ..' . .... . .... . . :n>':
;.. :-",; ..:';' ':..~:.::, ":..'" t .:: .....:: :".: ' '.t.::'
.,...:~. 4 '~':'l: ...... > ;:'_::.:~':_ ':.'::: :."; ..:.:. ,,' ':. :.:':.:,.: .' ." .......:..-. ,:',: .....
" . : a'c',..... -..... : :l__~ ~t .:.:...: ,". .' ..4;".
..... ..' 1:: ..- .., ..':~' .:.' ._~ "crY', . ...,':4r.~:
· : ";: ...' ..... :::';.::: ".' .'. ~., .li':'" ......,. ; ','. .....f. ~ ..':
L< .;.. '.. '>:':<:' '.' .Q}.' ......:.. j II.....'.....:.:.
.... ,'. ....... .,.:..;'. ~"l . ../::.-.......:......_:.:. J i .
.' ...........:-d:".: .:. ,., ~ . l~ ;:f t ~:---__~ t:
VICINITY MAP
NTS
~~~~
<t\> \>~~
"\
~
~
SCALE: 1 "=30'
30' 0
30' 60'
1",...1... .WIIllIlllllI. Mill. iii....
.~...'I...IIII.,._. --... .Ij..l...... ._1~.1I1
LEGEND
~
<0
II
C)
.So')
U')
...-
II
-0
\ f%
~~ ~\ .
\1 ~~
~~~ ~ <t\> ~~
\>\)\.~
6" SPRUCE
;~ ~. ww MH #003 ,
coo 0 0
o
.
t t 3 J J
\ \~ 0
#-:v
~~ TL 2000 ~ #<() ~
\1 \) \ () ~ ( G4;-r;:;<{!'
~~~~ <t\> \~ 0.56 AC ex)
.......
\>\)~ ()
()
~
c..;>
:s
~
\~~
<\\> -0
\>\)\.~
,')
\ ~t~. t
~, 'k ~.............~. CI #503
I ~ 8" FL OUT (E)=473.33
~ ..... RIM ELEV.=476.25
~~ \
x':)
,w
t
EXISTING ~ /
GATE V "D
\:~
~
c
j
0- ~~~ ~
/ 'V'~ ~
~
\'
~
/~
\\~~
<t\> ~~~
I)
) ,65.5',
~~
~~~ ~<v
( c,(S4;-&'
l\
,~
"
"I '-- EX. TRENCH DRAIN
~ TO BE REPLACED
...-
~
:
!
j
\ClJ~~
<\\> ~\
EX. DRAINAGE \l
TO BE ABANDONED
>
/~
.....
>
iE
0;::-
.. cD
~ /
,.,.,
· ~J
"'-~
/
/
~
I
7
L.-
J
...-
...-
...
7
. /
40.0'
R/W -..~
o
E--4
rz:I
rz:I
~
E--4
en.
== ===
E--4 E--4
CO \~l\ 0)
CW':) CW':) J~
<\\> ~
\>\) 2~.0'
'-
ROADWAY
,
LLI \~~~
~~\ ~
<t\> ~~ <t\> ~~~
\~~ ;::- . I
<\~ ~ ($)
\>\)
\~f()
<\\> ~
\>\) \.~
\~~~
<\\> \>~\
n ,I
-OHE
- 8"W
-15 "SD
EXISTING OVERHEAD ELECTRIC
o EXISTING 5' CHAIN LINK FENCE
EXISTING WATER LINE
[W] EXISTING WATER Mt.lt.t<
@ EXISTING WATER VALVE
~ EXISTING FIRE HYDRANT
EXISTING WASTEWATER SYSTEM
@ EXISTING CLEAN OUT
EXISTING TRENCH DRAIN
(QI EXISTING CURB INLET
EXISTING STORM DRAINAGE SYSTEM
/
~ ~ISTlNG STREET UGHT
-e- EXISTING POWER POLE W /TRANSFORMER
-II- EXISTING POWER POLE
APPUCANT / OWNER
RANDY MCDOUGALL
R REPAIR SERVICE
244 39TH STREET
SPRINGFILED, OR. 97478
PROJECT COORDINATOR/
ENGINEER/SURVEYOR
OLSON & MORRIS
380 Q STREET SUITE 200
SPRINGFIELD, OREGON 97477
PHONE: (541) 302-9790
FAX: (541) 485-3253
LANDSCAPE ARCHITECT
MATT KOEHLER, LA
1554 LARKSPUR LOOP
EUGENE, OREGON 97401
ZONING LEGEND
LOR = LOW DENSllY RESIDENTIAL
LMI = LIGHT MEDIUM INDUSTRIAL
MDR = MEDIUM DENSllY RESIDENTIAL
.SHEET INDEX
C 1 SITE ASSESSMENT PLAN
C2 SITE DEVELOPMENT PLAN
C3 SITE CONSTRUCTION PLAN
C4 CIVIL DETAILS
EC-1 LDAP
LA-1 PLANTING PLAN
fJ'j
A f .11
'm((~ 8~~
(.'1 _
\...: " 0 E
o.......~,.,.,o
o v .~ LO ()
N.......O>I N en
0> ,.,., .-
W NIt::
1:::::0::0 to 0
=>ol"')ooE
en ....-v-g
a-:9~~g
enwLOvo
-...........tOm
o ~ .............0
o z ~ .. @
00 a::: ~ ......
, I"') 0... ~ LL.: "8
(/')0... en
~
~
o
CD.
. I
o
A
00
. ......
:--.
~
o
~
~
cc:S
. 4
~
.1"')
~
Q)
e
00
en
Q)
en
en
<
CD
.1"')
. ,......
rn
~
o
~
~
~
a
~
()
.~
~
~
~
V)
~
~
~
o
U
~
\
> ) ()
EX. 15' ARBORVITAE ~( 1
HEDGE <. )
(. ) 0
<.
\f\~ ~
~ ~~ , 10
'\ \>~~ ~ 1
EX. NEIGHBOR ,\.. ) ()_
SHEDS
.-<.: ~
vr ~. .65.6' .!~
.. ~t-L ~~~
~ EX. STORAGE
UNIT 11' X 19'
EX. STORAGE
r UNITS 8' X 40'
I ~ ~l
~ .. I ~. - - (HE-
,- i 1 f27.1'--
EX. ENCLOSED J J
I STORAGE EX. COVERED , .
403 SQ. FT. CONCRt.1 t. I
PATIO EX. STAIRS J
~0.
~ s().. ~
~~ ~
~~
bt" ~
~ -atlww
~
o ~
~.~
d
~
~
~
~
~
~
~
~
........:)
~
.~
1;)
~
.~
~
~
b
to I"')
....- II
00 0 :::
o V ....-
'"'
o
~~
t
~ g
o t:lc
:>: :>: :>:
~ ~ (i:l (i:l txl
0:: 0::000
o tIJ til til ~
:c > ~ ~ ~
~ ~ ~ ~
U< >>>0<
til til til
en t:r:: t:r:: t:r:: u
0Cl
0
'"'
....,.
'"',
0'>
-l
cij ~
Z ::;
0 CD
=>
~ (f)
if1
~ ~
>
(JJ (3.
P: ......
)RE 100<6~0000S
PRE - 5\)~ \ \TM- ffiTq
5,reT~~Tk-TtUt .. ~
J'J\c:.i)oU8(t,~V R ~ 'i- ~lfL)
SHEt'l '
C~
of
4
b
;:
~
0<<>
()
o
~
o
o
o
-\, 1.1
EXISTING GROUND -
BEING USED FOR
NEIGHBORS GARDEN
AO
o
:::5
q-
EXISTING ARBORVITAE
HEDGE
r
(
f
~ ~
~ i ~
( ~ ~
~ i
~ ~
"-
'" ..-1
I
o
l)--
/
o /
:;
o
o
o
() <1 D.
0::::
W ,A
o!z
:5
C-
053
(f)
o
C-
O~
C-
o
o
()
o
o
o
o
o
o
o
o
o
o
o
()
o
o
o
o
,<3 ~
<3
3" ROUND ROCK
OUTFALL
'-
...........
'-
"
, <3,6
A'
<1' '
, '<1
A
A
,.~
A
<3'
<1
D.A ,
A
'<3
A
-$
,D.
.~
A
A'
<1
AD.
, :S" '
, <1'
~
A
<3
~o~
~~Stt.R
'Nt.\..\..
---0--0----0
o
-0
.ww
-c 0
172.87'
PROPOSED BIO-SWALE
...........
.~
"~ ~
:A
'.!,l
A
D.' <1
, 1,', A' '
A ,r, "
A' ,
<3
. \
<1
2" PR~SL RE ,
, ,LINE ':c.
L> . . : ..~.
<3'
<1 '
ALi.
.~ '
'A
\ 'A' <3" A',
'~D. " " ~
:5 ' .' . ,
A':\ .
, ,
D.
<1,
.A.::1 '
A
D.,
, a:1
D.
'6
'\
,<1
<1
, '<3\' ' ,
, " A
,A
A
"D. '
<1 ' D.
D.,
<1
'\
,," 1
A
" <1,
A
<1
"
LS.,
, ^,
~478,---
( ./
.../
~\S\\~~
CO~C~ ~
s,o:t~~~
,0 \'
/
/
:!j
\
\
;:
;:
r
I
I
\
o
,g.
.
-<:r
J
-
0-
o
0--:--,-,
"'"
"'-.
"'-.
172.87'
""
~~~
'8~
~
D.
<1
,I:::.
A
<1.
A<1
<1
I:::.
---- -
~\
~
@
<os ,
D.
A
<1 " I:::.
A
<1
<1 ' A
D.
A
151'
<3
,A <1 ,
e.
,<1
I:::.
A
<1 '
~
, <1
b,.
A
4
Li .'
A. <1
A
D.
--
---
-
, _ _ . _ __ . WW-
EX. ENCLOSED
STORAGE
403 SQ. FT.
PROPOSED TRENCH
DRAIN W/SUMP PUMP
.. ' --.:.:..: -,..-.
',,"-"','-
---
""
""
~~?
:>"",
"'-.
~
""
""
'-.....
- PROPOSED NEW
6' CHAIN LINK
FENCE W/VISION
OBSCURING SLATS
~~..
<1 .A
<1
'D.
, <
/.i
A
<1
<\
A
A
D.'
<1 :
<1,
A
<1
A <1
A
<1
~
.6. A
,I:::.
A <1
'<1
---
-'
, --
~ '\
/
_l
Y
~~~.
~ ~~~~
~'O~ ~~
~~ <Q~
--
---
---
--
<1
\
J
S89-50'54 "W
-477-
.<..1
A
A,
, ,
<1'
A
<r
D.I:::.
"
^
PROPOSED NEW
:~ AC PAVING & ~
, , WHEEL STOP '<3 A
A
A'
'<1
<1,
A b., '
:<\'
D.'
a..
.j
I
'?
PROPOSED NEW
PERVIOUS CONCRI: II:
& EXTRUDED CURB
I "_
.
.6"ST.
~)
\
\
o
a::::
LU
I-
Z
:J ::s
a..
,<1
0+-
..,J
. .- \. c. 8.50'
A" 't' ...." ~- R=5.00'
, <1 . A '
L:::. .,'
L> ..L> .~.
~ .:~
<1 A
<1 '
,4
~"
A..
A,
A <i
A'
,<1
A
'<1
, )
-::l
D.
._)
.8
- -,
(0
o
<0
cx:i
"
:..
fS.50"
-1
-Ii--
PROPOSED SHORT TERM BICYCLE ~ '
PARKING 3 SP. PROPOSED LONG ~ I..J
TERM BICYCLE PARKING, 1 SP., WILL
BE PROVIDED WITHIN THE BUILDING.
=' r-.
. 'r ~
:+:= ~
--- 6.00' ___t
S89-50'54"W
---477
-----
--
""
""
'I
"'"
-)
~ 6.00' ---8.50' ---
--
--
--
--
--
---
--
---
,
\
'-
.
, j I
J
/ I
"\
0'
LO
ex)
0::::
I ,~--
.~
/=5.00' J ,-
- I........
I
\
\
\
,~~ ~ '.
I~
~~~.~ -
~~~.~
"S~~
~.~
~~
~~/ ~:
\~
(f)
'0
o
ci
.q-
...-
\
I
-ID-
,/"
f
\
\
\
/
/'
~
~
>
0:::
o
'0
o
<.0
N
o
z
tn
X
w
OHE
"
/
I
/
;:
b
o
e-
j l
,
~
<0
[ I
r~:l
r"""l
M
[ I
(J)
I I I
I ,I
[ I
O~
Cf~
I
~
s:
w
>
0::::
o
'0
o
to
~ j!::
o <0
:z
tn
X
w
/
/
I
8"SO
/
/
'\
~
~
,)
,')
o
SCAlE. 1#=10'
.
10' 20'
10' 0
r.'~"'" """~i"~ .....,.w..,.
'ItIUJI.llawu._lJ...II.1IIIIU.IllUIUIDJ.II.dIIUII.IIu\1
.~ ~
SITE DATA
TOTAL SITE AREA = 24,394 SQ. FT. (0.56 AC)'
PROPOSED LANDSCAPE AREA = 4,779 SQ. FT.
EXISTING IMPERVIOUS AREA = 8,305 SQ. FT.
(315 SQ. FT. TO BE REMOVED)
NEW IMPERVIOUS AREA = 6,364 SQ. FT.
PERVIOUS AREA = 840 SQ. FT.
TOTAL BUILDING AREA = 5,245 SQ. FT.
REQUIRED PARKING:
TOTAL REQUIRED (1 PER EMPLOYEE) = 1
TOTAL PROVIDED = 4 SPACES
HANDICAP SPACES REQUIRED = 1
HANDICAP SPACES PROVIDED = 1
BICYCLE PARKING REQUIRED (1 PER 6,000 SQ. FT.
, W/3 MIN.) = 4
BICYCLE PARKING PROVIDED = 4
3 SHORT TERM, 1 LONG TERM
~
o
NOTE:
1. LONG TERM BICYCLE PARKING WILL BE PROVIDED
WITHIN THE EXISTING BUILDING.
2. PARKING LIGHTING IS NOT PROPOSED.
~: ..... . QBt\'NAGE FOR EXISTING REAR LOT IMPERVIOUS
SURFACES WILL BE DIRECTED TO THE PROPOSED
BIO-SWALE.
,
\
\
-*1t-
I
4. DRAINAGE FOR THE EXISTING FRONT IMPERVIOUS
SURFACES ARE PROPOSED TO REMAIN AS IS.
5. DRAINAGE FOR NEW IMPERVIOUS SURFACE WILL
BE PROVIDED THROUGH THE PROPOSED BIO-SWALE.
LEGEND
OHE
EXISTING OVERHEAD ELECTRIC
EXISTING 5' CHAIN LINK FENCE
EXISTING WATER LINE
EXISTING WATER MI: II:R
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING WA'::lII:WATER SYSTEM
@ EXISTING CLEANOUT
"
- - "'~
:>
o
o
8"W .
[W
@
~
@' 8"WW
IQ)
EXISTING TRENCH DRAIN
EXISTING CURB INLET
EXISTING STORM DRAINAGE SYSTEM
EXISTING STREET LIGHT
EXISTING POWER POLE W/TRANSFORMER
EXISTING POWER POLE
15 "SD
-7
~
,/
,,-
./
-e-
-II-
./
u
:c
:>
1
00
~~~
~ -..... Q) Q)
~ Q) >
c-r ~ s::: ::-.
~S ~'ID> J3
(i rff!!j Co) ~ ~
(.,
\..:
~
~
o
rn
. ..
o
.......
f'-.O E
Of'-.~~O
o .q- · ~ LO ()
N.........ml NCJi
wm N ~.E
t:::~oJ,o
::;)o~<<>E
(f) ____ .q- -0
.. c
t-=g~-;:-g
(f)wLO.q-o
G: '-' LO .!!2
00 .,'-'0
OZ ~ ..@
<<>o:::o~~
~a..::Cl..&.:o
(f)o.. ~
rn
. .....
~
~
o
~
,
~
cd
. I
~
I')
~
<J.)
F1
~ ~ &-.
o ~.~
oJ ~
> ~
(]) ~
~ ~
(])
I ') ~
· ..... "'"'-t
rn
\l)
o
.~
~
~
~
V)
~
o
~
(.))
~
C'.)
~
""f..,:)
~
o
c..:>
(.))
~
~
~
(j
~
(.))
.~
1;)
~
.~
~
~
'b
l.C) .....
....... II
"'^ 0 ::
o -.:t' .....
..........
o
" 0
ex> Z
t
J:ii r=;
~ 0
o 8:
:;;.; :;;.; :;;.;
~ F CQ CQ CQ
~~ooo
~ ta:l tx:1 tx:1 tx:1
... > ~ ~ ~
J:ii tx:1 tx:1 tx:1
~ :>:>:> <
fA ~ ~ ~ 8
{jj
z
Q
(f1
.....
>
Ji1
0::
ex)
o
"-
-.:t"
"-
0')
~
::?:
m
:::>
en
<1 A ' '. " A <1
A . A
<i '
A . ',A 4" REINFORCED '
<\ ' , CONCRI: II: .
'" ',~ ' "
, . . ,"A ':' A '
, 1:::.' <1 " ^
, ,D.. <1,~
~.:~
~ I
, ~ ' ..;
PROPOSED NEW /
PLANTER W /EXISTlNG
AC PAVING TO BE
REMOVED
~
(.)
SH~E' 1 '
C2
of
4
1"
o
o~
.;:
.:--':)
o
o
@
(~
o
o
"
~
lO
~r~
( )
(
(
( )
~ )
~ ~
t )
( ~)
~ 0)
\.. fJ
I
:;
A
^.~
.:.
o
o
A
.<.1 .'
o
()
, <.1 D.
. A
o
^ , ':
()
o
o
o
()
o
o
o
o
o
o
o
o
o
o
o
t)
()
o
o
o
A
<.1'
<.1
. D.A .
'<1
<$. ,
A'
<.1
AD.
, <.1.
~
A
478.14
EX. CONC
'"
'-
'"
.......
'-
@ 10 LF S=1.00%
78LF 0
AD #1 ~
6" FL OUT (E)=374.38 ~
GRATE=475.88
ROUND ROCK SWALE f445\
TO AD #1 ~
~CO 1/1
~ 6" FL IN (SE)=473.53
RIM ELEV.=476.25
@18LF
e
I
I
/
I
/
I
I
I
<.1
-477- , .
6"ST
~\., .", ~"'477.60 \.\ /" . "} 1
, . . CONC 84 LF S=1.00% @ 477.00,~
... . . . ~ A ,477.68 <"'" 477.50 ~ '\
A . ~. /'" .. ~: '" /ONC. f. lP CONC <J-.'E>:;'<v ,,~ :
A '. I ' ~ ~. /0 2 TYP.'f
~. 6b~~2. ...:...:. ..~. ... ~ ~~ ~ V J/,'r
<.1 6 A " ..t\. . .1 D. <i : <.l <1~ ~ 1 63 LF ~ _
.A I;: A ,<.1 A
. \ '. A .
. <1 . <.1 <.1 I 477.68 .' ~ \<.1 . . .
'~ONC' ~
UJf \
L;. '~: ' : . A, \\. . <!: A'" ,"'~: . OO,.N<1C./,.... .. ..' ,,\4470 SF - 1~6.37
. '" QlI .<I.~' ,~ ~ V
. ,0::: r. \;~, '. A . A.. . . 477.22 \
4 I . <.1. . GoA <1 ' . , EX. AC
. 'A, A \~. ,<1.
. ~.. <.1 .' A ' , I . ^ \ .' . ,.6, " , 'D.
'.D.. f'~ .~ .. \ " 'A \
~ '" . ~",' LA '" ~ A~,\:/.:. "'~ \
A '. . ~. . I .~ A '" . ~- ~A, \ / EX. CON~ .' , \
' ,<.1 . A <.1 ' I . <.1 ,'~". t
A ,A . , . I . '\~: ,.,. . <1 A . .' ) 477.56
",<I; ~ . ..,:. ... .~ ,. ."", "" 477.83 "" 477.83 / g:'~~NC A ",. ,/ EX. CONCjAC
^, . i ,6 . '" Ii.. "'. <l. A, EX. CONC EX. CONC i'A;:, :. · s. " EO A
'<>' \/ 5.894 SF ~78~ g:'~~NC . __ ~:'~~NC. ~ ----- . ---/.'\) / e z/ ~
\ '~---- '-- ., - v /' / ~
x~.~ '0 / ~~
~94 LF , 'r 124 SF ~ . 2 1 TYP. / :'\.N~ ~
~ \ 'i V ; + - -~~ ~~~ -
\ "\ --- - _WW \~~0
\ \ "~~
/~\\\ ~:~
1/ \ ...,~ PROVIDE POWER SOURCE ~ ~ ~,~ ~ ~/ /_'.
FOR SUMP PUMP. ~ ,
\
\
-
S=0.50%
~
It> ". .
. '" '
,.~ ~
, '<.1
A
,6,
<i
A' .
" ~. D. .
A
A
,D.
'~
, :S" .
, . <.1 ,
A
<.1
"" 478.05
EX. CONC
~()~
~~s~tR
\ ~t\..\..
A
~A
---
" D.'.~
.:.\
D.'
<.1
.~.. . A'
A' .
<.1
A '.
.A
. \ ' <1..'
. ',D. , " ALi.
. ..\
A
.A
.......
<.1'
.A <.1 '
<i
\ : A' <.1" A'
. ~D. " .' ~
~.
"'~\
'A
:6
, .' ~
A
, .A
A
. <.1,
A<,1 .
<a
<1.
'e.
D.
'e.
'\
.<.1
,<1
. .<1 \. . .
, " A
A
.60<.1
,6,.
. .\ :
<.1 . D. " .
:!:i
\
~
...., ,....
t
-+~~ ~
@
~~~.
~~cJ~:~~
~Cb~ #
~.. -<Q~
......
-~
~-
/ ~ISllNG.
~ ~,~ ~ ~
~
1/
051tF1 I
~
r
I
I
\
@
~-
~ <&/ "
~j) .
/'
o
.0
-e- ' C
---,
--
!
(
1 TYP. 0\
()-:-~~
-c
""'-- . ~~
~
~
'"
~
---
---
---
~
~-t~
O'~
~
~-t/
:.>"
---
---
---477
------
\
\
III
---
---
~
~
---
---
~
~
---
~
---
J!:.
<0
476.6~
AC
/
;;=
CD
[ I
r-rl
r-rl
M
[ I
CJ)
.OHE-
I I I
t J
[ I
~
C':>
J;.
<0
j
liS
I
I
/
I
/
EX. CI #503 ~
,/' NEW 6" FL IN (W)=473.43 ~
/ 8" FL OUT (E)=473.33
. RIM ElEV.=476.25
C)
...')
{)
.
~ ~
,,tj
~
o
\
\
\
~~
/
/
I
"
I -- ~~
I
I
I
/
/
/
/
-7
//
/
/
.../
LJ
:c
:>
II
101
")
~
~
SCALE: 1"=101
101
201
1
<:}) PAVING CONSTRUCTION NOTES
1. CONST STD. EXTRUDED CURB AS PER DETAIL. REFER TO
SHEET C4.
2. CaNST STD. WHEEL STOP AS PER DETAIL. REFER TO
SHEEr C4.
17. CONST PERVIOUS CONCRETE AS PER DETAIL. REFER
TO SHEET C4.
40. CONST 4" REINFORCED (#4 REBAR 12" O.C. BOTH WAYS)
CONCRt.1 t. OVER EXISTING CRUSHED ROCK.
82. SAWCUT AND REMOVE EXISTING CONCRETE TO CUTLlNE.
84. SAWCUT AND REMOVE EXISTING AC TO CUTLlNE.
90. CONST BICYCLE PARKING RACK PER DErAIL REFER TO
SHEEr C4.
100. INSTALL DISABLED PERSON W / VAN ACCESSIBLE SIGN AS
PER DErAIL REFER TO SHEET C4.
110. PAINT 4lJ STRIPE "TRAFFIC WHITE"
Ci0, STORM CONSTRUCTION NOTES
409.
413.
415.
444.
445.
474.
476.
479.
CUT INTO EXISTING CURB INLET.
CONST STD. 6" TRENCH DRAIN W jSUMP PUMP AS PER
DETIAL REFER TO SHEET C4.
CONST AREA DRAIN AS PER DETAIL. REFER TO SHEET C4.
CONST BIO-SWALE AS PER DETAIL REFER TO SHEET C4.
CaNST 3" ROUND ROCK OUTFALL STRUCTURE.
CaNST 2" SCH 40 PRESSURE LINE.
CaNST 4" SOCK WRAPPED PERFORATED PIPE.
CONST 6" STORM DRAIN PIPE, HDPE.
LEGEND
OHE
-0
o
- 8"W
~
@
~
@
8"WW
15 "SD
~
-e-
---
@
<rID
lQJ
EXISTING OVERHEAD ELEl; I tdC
FIBER OPTIC LINE
- EXISTING 6' CHAIN LINK FENCE
EXISTING CULVERT
- EXISTING WATER LINE
EXISTING WATER METER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
- EXISTING WASIt.WATER SYSTEM
EXISTING ClEANOUT
EXISTING AREA DRAIN
EXISTING CURB INLET
. EXISTING STORM DRAINAGE SYSTEM
EXISTING STREET LIGHT
EXISTING POWER POLE WjTRANSFORMER
EXISTING POWER POLE
~
~
o
00
. I
o
A
((~ Or.1~
.1 (,\ ~
\: -
........0 E
o........~t4')O
O.......~l.OO
N........O), NCJi
0) t4') .C
LtJ NI'-
~a::g~E
U> 0 ...... -0
.. .......... c:
.-:9:;~g
U>UJl.O......o
----l.OC/J
ot5 ..---(5
o z ~ ..@
()() 0::: X .......
, t4')o..~~8
U>o.. C/J
00
. ......
~
~
o
>-!
~
cd
I I
~
~
o
.. I
I ")
C.J
.
,....)
~
I '"l
00
~
o
o
<J)
I ')
.. I
00
~
c
~
(.))
~
a
~
()
.~
;J
~
~
V)
~
"'f....;)
~
c
C,.)
1(/
.; c.f 0-0/ /' . :;(, _____' "
/ I', -----.
': . <3.6. A '
477.12, 0 / ~477.02"
CONC · CONe <.1' '
,6,.
. ,~~ . AQ
A ,(), ' ,
~ "
<.1' ~t\
. V& ,.
, ' A ~ " .'.60
..D. . <1
\ ~
t- .~. \ '/,fi(.
I ~---J \ /'
- ~ to.sa
1'\ 476.60
~C
\
\
\
~\
\
\
~
o ~
~.~
d
~
~
~
~
(.))
~
~
~
"t3
.......,;)
(.))
.~
~
~
.~
~
~
b
to 'l'"""'
'l'"""' II
o ::
co.q- ..-
o
,
o
..- 0
~ z
t
tii ~
~ ~
~ ~ ~
~ ~ t:n t:n t:n
~~QQQ
g~~~~
~u" ~ ~ ~ <
~ ~ ~ 0
en 0:: 0:: 0:: U
CX)
o
~
0'}
....J
~ ~
o m
~ ::J
(f) (/)
:> i=
r.I.l <3
0:: "l'"""'1
SH~~' 1 ~
C3
....
O~.
L.
/ 2" GALVANIZED
CAP
r. ,
~
PAFI<m WITH DMV.
DIS.A9I R'\ PEIIIT ON.Y
TOWt<<llNJER
am 811620 AN) FN:
tp TO $450 lNJER
ORS 811615
VAN-ACCESSaE
", ."
II \
12" X 16" SIGN
WHITE BORDER
ON BLUE BACKGROUND
WITH WHITE Lt II ERING
AN SYMBOL
\ - 2" ROUND
GALVANIZED
POST TREADED
ON ONE END
0
<d
/ . 2" GALVANIZED
COUPLER
q
SURFACE J
PER PlAN
t. ,,;:" ': "~.t>" .
. . " . t;' ,
",: '. .' ~
. I;. '.
! ~ .
,~
~. .
, I;.
. A . .
~ ' ',j) . ~. .': ~
," "t>.",
~" l? ",~ '. k",' : '"
' to' .
'. ..' . > ~.. ....~
2" ROUND / ~ .: b" :. "~ " . ~ ',1;.', "
GALVANIZED
POST TREADED
ON ONE END
18" CONCRt It
POL~ )10UN~ED ADA SIGN
W!VANACCESSIBLE D~TAIL
N.T.S.
SLOPE TO DRAIN
DRAINTECH 6" SQUARE
POLYOLEAN GRATE
,
~~~
~~~~~
>>')>>')>>')>>'>>: .
:<<~~~V?~
~~~~~
}~~~~
- _~.-. -~0, ij.s../'/" ~
/~ ~ ~~
~~~~"
~~~~';
~k<~~~~ ~
~~~~ "
~~-z<<
~~~
~~~
~~~
<n
w
a::
~
,
HOPE PIPE
COMPACTED
EARTH
DRAINTECH
BASIN
COMPA~ltU CRUSHED
STONE BASE
DRAINTECH BASIN W!CORRUGATED
PIPE AND SQUARE GRATE DETAIL
N.T.S.
6.0'
....
...
-- - 3.5"
EXISTING PAVING
/ . EXTRUDED CONCRETE WHEEL STOP
/ , CLASS 3000 - 1/2" CONCRETE,
AC PAVING SHALL BE CLEAN AND
SURFACE AS PER PlANS\ ~.< I \.~,;'. f~'. '.:\:. :::: ~~ :: ~~':~.'~: ".,.: ::.~ ;.: ~~: <~ :':.: :..::<. ~ .:::. . '.~'\ . :~~R~~P[~~~G~p~~~RIAl
~~~~~~~~~~"'~~~~~~~~~"'~~~~~~~~~~~~~~~~~~~~~~
~~
. ~
~/
--181! - . - -24"--- 24" - I 18"-
ASTM A53 SCH 40 ~ltEL'
PIPE POWDERCOATED BLACK
36" X 24" ROUND \
HOOP MODEL RACK
(0
1'0
~
(0
1'0
FLANGE MOUNT PAD
6" ROOUND - 1/4"
PLATE WITH 2-1/2"
HOLES FOR ANCHORING
NOTE: WHEEL STOP IS TO BE 6" IN WIDTH
WHEEL STOP DETAIL
N.T.S.
TOPSOIL MATERIAL
LANDSCAPE AS PER PLANS
. EXTRUDED CONCRETE CURB CLASS 3000 - 1/2"
CONCRtlt. AC PAVING SURFACE SHALL BE
CLEAN AND FREE OF ALL, FOREIGN MATERIAL
BEFORE APPLYING EPOXY.
---6~/
'0~ ">" "./',~/ ~ '/ ,,- _ ~ .' - ., ,/
/ /):-/ />7//-V //-'V //-" ---6!!.-.- t~. I-:".::.~t :~~"., ,
,//, "//,"/.,(\.'\.// ~. . .. '.
" "" -.",,," .... ... :.~::.....; !..
---6~ .-:. ;:" ~; :.:
f///////I//////////////////////////////~
A~~~~\~/'~\\~\~~~~~/~~~\~%~~~~\~~~\~%~~~~\~\\\~%~~~~~
/.~/^~/~~/~~/^~/^~ ^~/^~/^~/
~~~~~~~~~
/)y' //Y//Y /.v/)./ /~/ />-
SURFACE AS PER PLANS
EXTRUJE:) CONC1ETE CURB D~TAI~
N.T.S.
4
,d
<i
,d .
. . '. ,d .. : .
-., ". .... . '... . :.: .' :. -'-;':: ." ". '.: ." : .
.' ~.
.. ...: "'..
EXTRUDED CURB
GRADE PER PlAN_ \~3.00'--_
,7~~~~~ ~~~~----0
~~~~~~~~~ .
~~~~~~~~~
~~~~~~~~~~
~/{,/'/Y//{,/'/X<W>>/,Y//~
KEYED NOTES
o 5" PERVIOUS CONCRETE
/2\ 2" COMPACTED 3/4"_0"
\::J CRUSHED ROCK
@ 8" UNCOMPACTED OPEN GRADE ROCK
o 4" SOCK WRAPPED PERFORATED PIPE
@ COMPACTED SUB-GRADE
<I
. 4!i'
41(1 '.
NOTE:
EXCAVATED AREAS TO BE LINED
WITH GEO- TEXTILE FABRIC.
3" ROUND ROCK
OUTFALL STRUCTURE
PJRVIOUS CO~CRE~J DE~AI~
NTS
7'
A
~ bfl f/J ~
L~ i.!~
'~8~~
(~ -
,,0 E
o"21I'00
o .q- .~ l{) ()
'" "0'>, '" ui
0'> 1'0 .-
w""t:
!=:a20l{) 0
=>o""'coE
(f) __.q--g
,...:O~-O
(f)-1l{)<C-C
~'-'~~
o t3 .. '-'(5
02: ~ u@
co 0:::: 0 ~ ~
, ,.,., a.. :c u.: 8
<na.. CI)
~ 00
~ · ,...-t
~
'i~ 0 ~
00 0
I >!
(0 0
,.,.,
30" '-24"
-30" -
5'
BICYCLE RACK
NTS
SURFACE PER-
PLAN
STD. 6"
TRENCH DRAI~
1IIIIIIIIIlIIIlU IIIIIIIIIII U IIII Ullli
l' X l' X 2'
METAL SUMP WI
TRAFFIC RATED
HINGED LID
J
J2 HP HYDROSTATIC
SUMP PUMP W/2"
DISCHARGE
~
o
tl)
~
~
a
"\
<J)
()
.~
;;
~
<J)
V)
~
""f...}
~
~
o
C..)
00
. t
· ...-4
cd
. I "')
CI)
~
',d
.d .
4 .
f-- - ~ 2" PVC PRESSURE
o ~ ~t3~ ~ ~~ ~I~::: :::::~:WALE
I ...~ FITTING
, WATERPROOF BOX FOR
ELECTRICAL CONDUIT
2" PVC UNION
~
~,~
d ~
~ ~
(J) ~
~
~
. t
· ...-4
>-
· ...-4
o
'"d
......,;)
~
.~
~
~
.~
~
~
TRE~CH DRA~N W / SU)1P PUMP
N.T.S.
7.00'
3" ROUND ROCK
CHECK DAM SPACED
20' O.C.
2.00.
... ....
to
-c--
TREES SPACED 0
00 .q-
@ 30' O.C. 0
......... ~ ;>.; ;>.;
0
, /--0 ~ ~ ~ f.: c;Q c;Q c;Q
......... 0 0 0
00 ~ ~
~ ~ t:x.l t:x.l t:x.l
::x: ~ ~ ~
~ .~--@ u t:ii
~ t:x.l t:x.l t:x.l t:x.l
.'. ./. "") ..J > > > <
: . g -(
v.: U t:x.l ~ ~ 0
Q.. en 0:: U
~
-J
a..
....
~~~~,~"
00
0
.........
-.::t
..........
m
....J
Uj ~
Z ::2!
0 00
:=l
to-! c.n
en
to-! i=
>
JJ:J (.)
0:: ...-
SWALE SHALL BE ANELY
GRADED AND SEEDED.
REFER TO LANDSCAPE
PLAN LA-1
BIO-SWALE CROSS SECTION
N.T.S.
SHI:;t'l'
C~~
of
L.
GENERAL NO'f.lSS:
1. Prior to any ground disturbance on the site one inspection with LDAP stoff is required. Issuance of this plan does not relieve the permit holder and or the
contractor from 011 other permitting requirements. Prior to beginning construction activities, 011 other necessary approvals sholl be obtained.
GENERAL SITE INFORMATION
1. TYPE OF DEVELOPMENT: LIGHT MEDIUM INDUSTRIAL SITE WITH PRIVATELY
OWNED AND MAINTAINED PARKING, STORAGE AND STORM DRAINAGE.
2. CONSTRUCTION ACTIVITY WILL CONSIST OF:
PRIVATE PARKING WITH CURB, CONCRETE AND ASPHALT PAVING
- PRIVATE STORM DRAINAGE SYSTEM
o CONSTRUCTION NOTES
177. INSTALL BIO-BAGS AT CATCH BASIN OPENING, PLACE BALES TO
COMPLETELY SURROUND INLET OPENING.
2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) ore the minimum requirements for anticipated site
conditions. During the construction period, these measures sholl be upgraded os needed for unexpected storm events and to ensure that sediment and
sediment-laden water does not leave the site. A copy of this ESCP must be kept on site. Changes to the ESCP must also be submitted in the form of on
Action Plan to DEQ or its Agent for approval. (Schedule A.7.f.)
"\
3. PROPOSED CONSTRUCTION SCHEDULE:
PUBLIC FACILITIES ONLY
3. The implementation of the ESCP and construction, maintenance, replacement, and upgrading of the erosion' and sediment control measures is the responsibility of
the permit registrant until 011 construction is completed and approved by the local development agency and vegetation / landscaping is established. The permit
registrant sholl be responsible for maintenance after the lots ore approved, until the lots ore sold and the 1200-C permit is terminated. (Schedule A.4.a.) and
(Schedule 0.3.)
~
),
~
~
o
rJ)
. J
o
SEPTEMBER 2008
NOVEMBER 2008
BEGINNING DATE:
COMPLETION DATE:
DEVELOPMENT AREAS
TOTAL AREA:
PERCENT OF SITE DISTURBED
4.
Curb Inlet
sedimentation dam
0.56 ACRES
45%
4. The implementation of the ESCP and the construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the
responsibility of the permit holder and or the contractor until 011 construction is completed and accepted and vegetation / landscaping is established.
Curb
Inlet
\
-r
O~
;
40'
j
5. The boundaries of the clearing limits shown on this plan sholl be clearly flogged in the field by the engineer prior to construction. During the construction
period, no disturbance beyond the flogged clearing limits sholl be permitted. The flagging sholl be maintained by the applicant / contractor for the duration of
construction.
5. SOIL TYPE ON THIS SITE IS AWBRIG-URBAN LAND COMPLEX.
Bio-bags
SCAlE' 111=20'
20'
t
20' 0
~
6. The erosion and sediment control measures on active sites sholl be inspected and maintained at least once every seven (7) calendar days, before weekends
& hollidays and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24-hour period. Measures sholl be inspected by contractor
after each rainfall and at least daily during prolonged rainfall. Any required repairs or adjustments sholl be mode immediately.
7. All, erosion and sediment control measures shall be protected from damage at 011 times. Control measures shall remain in place until permanent
re-vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired or replaced immediately.
Curb
~ A;o
o
G:
8. Any areas of exposed soils, including roadway embankment, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven
days during the dry season (May 1 to September 30) sholl be immediately stabilized with an approved ECS method (seeding & mulching with straw, bark,
compost, or plastic covering, etc.)
A
00
bDoo"'"
.s ,....
~ Q)
.......
~
.......
,,0 E
O"~l"')o
O.q.-l-lOO
N" 0>, c-.I en
0) I"') . i::
l.LJ c-.l1"-
~a::g~E
<n 0 -.;;t- "'0
..- c
t-=g~~g
U>wlO-.;;t-o
--lOW
ot5 .'-0
oZ ~ ..@
ooct:o~~o
1"')Q..:cu..:o
Cl)Q.. W
rJ)
· ....-t
~
~
o
~
,
9. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right-of-ways are kept clean and free of debris.
10. When trucking saturated soils from the site, either water-tight trucks shall be used or loads sholl be drained on site until dripping has been reduced to no
more than one gallon per hour. Sediment laden water will not be allowed to enter the storm water system.
11. Extracted ground water from excavated trenches sholl dispose of in 0 suitable manner without damage to adjacent property. Dewatering systems shall be
designed and operated so as to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that
would damage or endanger adjacent structures or property. Approval of the system does not guarantee that it will meet the outcomes or be acceptable for use
in all situations. Modifications to the system will be required if the compliance can not to met. At no time will sediment laden water be allowed to leave the
construction site.
Inlet Protection Detail
~
~
. I
~
~
o
.. I
I ")
cd
~
<J)
...1 ")
. I
<
r-c
~
~
<J)
b()
~
~
." I
cd
~
o
c
12. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall
be maintained at all times on the construction site.
t:
13. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site, djacent properties, or into water features, the
City's storm water system, or related natural resources.
t:
14. The ESC facilities shall be inspected by the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly
reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May 1 to September 30).
c
t:
C)
t,)
~
U)
~
15. Approval of this Erosion Sediment Control Plan (ESCP) does not constitute an approval of permanent road or drainage design systems (e.g. size and location
of roods, pipes, channels, retention facilities, utilities, etc.).
.
t~
~~ B B-477B B I
1 ,<: '~L:: .'~i>:-< ,.<...:'....~.~.::.-:~ ..~":/c~~.~.. l
/ .... :.. ,: . .' ,::.~: .:.~: ~ : \ : ~:~.. ..<~ :: .:.,;~.~ '. ..:..~. '.. ': .:~ ;:.', . ..... ...J
"..:~.~ .~..:A,,:....~.~... <<:.....~.: .:~..:.,\ :.. <. ~;:.:<:~...~.::,........ :~~:..']
" ;-- ': :.' ~.A> ~..: .:. ~ ~:. .~. .. .~\4.: ;.< . '.:~: ::~ . .".~. ~: .:.: A.~:. :.. .. ~ A:~:~. ~ :.~. '..::: ..:::' : A ~ I
. . . - -' . .' A . 4!!. .. A . 4.A, .~ ., , -4 ' .,.c. \
o I'. .: ~. '..: ~: .. '.>: :,..~.. ~.:':.~:.~. :... ~>: :'.. : ~. ~.. ,:~.,. .~:..~ ~:. :..' ~ ~.:. ~ .~. ~.<.. .:~ '1
4 . : . . a'" A.c. .' <s ,c". } '<s A - , A. '.' . .c,., . ..c. A,. . , . . ' .' .. ,
":< i. .: ..~.~:.: ~.:. ~.:. .~. ..<,'>.:. :.::~::':~: ..<~. ... . ".: '~t: ...:. _.. ..';. 5 .:'
o I .___- --.
I
.U
~
~
.....:1
8tt~n
~~.
~
@
16. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) rnust be constructed in conjunction with 011 clearing and
grading activities in such a manner as to insure that sediment and sediment laden water does not enter the stormwater system, roadways, or violate applicable
water standards.
-J----O
;)----J---------&-----,..,'v-.-.---~ ~
G2f)
17. All work performed by utility companies for this project, including placement of appropriate erosion and sediment control measures, finished grading.
seeding, mulching and clean up is governed by the conditions and requirements of this erosion control permit. The assurance that these requirements ore met
will be the responsible of the permit holder.
/
18. Soil stockpiled during the wet weather season (October 1 through April 30) shall be covered with polyethylene plastic sheeting and secured tightly in place
with an approved anchoring system. to ensure the stockpile is not exposed to rain or creating sediment laden run-off. Energy dissipaters and other control
measures may be required to slow runoff.
19. Stabilized construction entrances / exits shall be installed at the beginning of construction and maintained for the duration of the project. Additional
measures may be required to insure that all paved areas ore kept clean for duration of th~ project.
20. Catch basin /' curb inlets sholl be protected by an approved method to prevent sediments from entering the storm water system. Approved barrier methods
include filter fabric inlet barriers, block and gravel inlet barriers, grovel and wire mesh inlet barriers, and mesh bogs filled with wood chips.
---
~
o
t):)
())
~
a
(l)
()
.~
~
~
(l)
V)
~
""f..,;)
~
o
~
~
o ~
~.~
~
R..
~
~
~
())
~
~
~
""d
.......,;)
())
.~
~
~
.~
~
~
--
/ 0
0
It") N
~ ..-- II
0 ~
co -o;;f-
0
.......... ;>; ;>; ;>;
0
..-- ~ s:l F CQ CQ CQ
.......... 0 0 0
co ~ l:l::
~ [iJ txJ txJ
f-4 :>-
u r.i.i is: is: ~
~ [iJ [iJ txJ [iJ
""") 5 - - >= ~
~ > >
txJ ~ ~
0 0.. C/l 0:: U
(~u
\ )
( ) t)
~ )
~ ~ ~
(
(
( 0
(
(
( ()
\.
,-,....I
/
I
\
~~ ~~
~~ ~
'"
\
=
E-4
~
OJ
21. Temporary grass measures must be fully established by October 1 or additional cover measures will hove to be implemented until adequate gross coverage
is achieved.
1111]
i
22. Issuance of the erosion permit does not relieve the permit holder from all other permitting requirements. Prior to beginning construction activities, 011 other
necessary approvals shall be obtained.
/
23. BMPs that will be used to prevent or minimize storm water from being exposed to pollutants from spills, no discharge of concrete truck wash water, vehicle and
equipment cleaning, vehicle and equipment fueling, maintenance, and storage, other cleaning and maintenance activities, and waste handling activities. These pollutants
include fuel, hydraulic fluid. and other oils from vehicles and machinery, as well as debris, leftover paints, solvents. and glues from construction operations. (Schedule
A.7.e.i.(2))
... .0-
.. - .. ~
a
\
~~~.
.~ ~~~~
~~#
~~ '<9~
.)
~ l!J ~.
~
~
~ J
] -.--
\
\
--
-- ,
-- \
--
--,
7
,-
./
/
/ ex)
0
..........
-o;;f-
/ ..........,
0>
-l
( cij ~
Z ::s
0 co
:::>
'- ~ (I)
(f)
\ ~ ~
>-
r;il (.)
0::: ~
24. Solid Waste and Hazardous Materials Management. Follow project written spill prevention and response procedures, employee training on spill prevention and
proper disposal procedures; regular maintenance schedule for vehicles and machinery; and material delivery and storage controls, training and signage, material use,
covered storage areas for waste and supplies. (Schedule A.7.e.iii(3))
o
25. The permittee must properly manage hazardous wastes, used oils, contaminated soils, concrete waste, sanitary waste, liquid waste, or other toxic substances
discovered or generated during construction and meet 011 state and federal regulations and approvals. (Schedule A.7.e. iii.( 4))
o
26. Sediment must be removed from behind Bio Bags and other barriers it has reached 0 height of two (2) inches and before BMP removal. (Schedule A.7.f.ii.(2))
~
"
--
27. Removal of trapped sediment in a Sediment Basin or Sediment Trap or Catch Basins must occur when the sediment retention capacity has been reduced by
fifty (50)% and at completion of project. (Schedule A.7.f.ii.(3) & (4))
----477-
-----
--
28. Should all construction activities cease for thirty days or more, the entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary
seeding, or other method. (Schedule A.8.a.)
'"
'---
'"
--.......
29. Should construction activities cease for fifteen ( 15) days or more on any significant portion of a construction site temporary stabilization is required for that
portion of the site with straw, compost, or other tackified covering that prevent soil or wind erosion until work resumes on that portion of the site. (Schedule A.8.b.)
'"
--.......
--.......
'~
--.......
--.......
30. Doily inspections when rainfall and runoff occurs of the BMPs and discharge outfalls must be the project ESCP Inspector. These inspections and observations
must be recorded in 0 log that is available on site. (Schedule A.6.b.i.) & (Schedule B.1.b{l))
--.......
-----
--.......
/
31. All ESCP controls and practices must be inspected visually' once to ensure that BMPs ore in working order prior to the site becoming inactive or in anticipation
of site inaccessibility and must be inspected visually once every two (2) weeks during inactive periods greater than seven (7) consecutive calendar days. (Schedule B.
1 .b.(2)-(3))
..............
---
---.J
SHE~1 1 '
-i 'C- ..
---....J _
"
O~.
,
(f)
!r.-
CJ')(f)~
. C !r.- <l)
-+-J<l)>
::::J <l) !r.-
(f) C ::::J
C . CJ') (/)
L5~
C)
( 1\ 3~nrub ~
I
10 Vib day
o
o~
e
e
8-
- c....;{ r---- 0 E
~ 0 r---- ~ f'I") 0
O"",",I~LO()
Nr----crNui
(f) l.LJ 0) N f'I") .E
!::=o=:oJ,o
=>of'l")ooE
en ....-..""'"'-g
....,:0:;..-..0
en....JLOor-c:
!::!'-'~~
ots .. '-''0
OZ ~ ..@
ooct:o~:g
f'l")a..:cLL.:()
ena.. Cf)
o
:]
,/:It.
~.
;\
=~ \
9
~.
o)><:~
.
>-<:" /:It.
.... (/.
".......,
""'-:
A
/:It.
'~~
,A
~ .. /:It. ' ,
c-
O
(f)
o
"
, <C
'4
U'
'U
U'
l.
"'"
IJ
~
~
/:It.
"8
~
~
': '~A
/:It. ,
/:It. '
~
/:It.
,~' ,
/:It.' .
~
o
:>
,
. '~
~.' . /:It.' '
/:It. .
~
<\
b.
"
A
/:It.
A <i t
A'
,l!'
.'
~
~. . '/:It.
A.
~ .
, /:It.A
Existing ground being
used fOr neighbors
garden.
. ~ /:It.
.~
A.
.~
.~ .
A
'A
A
.' ~
<i
~
A'. .
'~
A
'/:It.
',~ '
~ ,./:It.
~
~ '
~.
"
.4
(I--
.4
<i'
.~ , /:It. .
~, .'
f1-~ '.
. /:It. .
".~'
~
. .b., A " .A'
~.
'.
~AA
040AO;
. 1. -
~ .,.'
A400Aoo~
. A .
'~A
'A
:0-
<l . A
A
A
<r
17 Mah rep
A' ~. ~~.'
..~, A.
~
\
\
SCALE: 111=10'
'. .~
A.
~
A..
A
. .
, ~.
A
.~
A4 .
~
<i. A
A ~
A".
<\
,~ .
10' 0
~
10'
,
20'
J
4
A.
~.A
. '.
'.
'A
. A'~.' .
. ,~
..
'A
.~ A
. .
~
:~
<Cl
'6
\
A
.' ,
A.
'b:l
'A
.A
'~
4
A'
.<\
. ,.A
b:,
,<l '
.~
A
, '~
A ~
A'
A
. A
A
~ '
~
A "
<\
'<\
A<\ .
_EGE \JD
,A <1' A
<\
.'~. A A..
A
A A
'<\
\
, A,
, <\
, , A,
,/,:).
A<\
, A '.
~.
,<\
. 2!l" .
.A
'. /:It.~
. .<\.
<\:
.<\
'A
" <\
A.
A"
'<\
A
'. <\.
~.
.bt .
I~l
-~~~-
~:a~~
'S~~
I~ ,-
~\~
<I
.~ .
: ,0
A
r-~
-+-
~
A
~
<\
A
. :Y' '"" a
A
~.
A'
! . 6
<\
\
\
~
/
~<l
A
'6
A'
4:S-
A
A,
16 Thu oce
,?
I
~
o
~
Q.)
~
a
G)
TREE
o
u
.J-
Existing Arborvitae
hedge to remain.
E:
/
I
~
Cj
.~
~
~
~
V)
\
~
u
n
o
liB
CS@
/
/
o
@
PLANTS
....
~
~
~
~
o
U
u
Q)
n
u
u
(f)
u
~
U
I
..J.. R 0' .
. arp-
-~
O~~~tof~f.~~t~:t~~t~
~
o ~
~.~
t3
~
~
~
~
SEEDING @ BIOSWALE
o
22 Mah rep /
u
~
E
~
""i
.:>
u
o
~
~
~
1f
\JO
=8
'"d
~
Q.)
.~
~
.~
~
~
o
1. Verify exact locations and routing of existing underground utilities prior to
starting excavation. Repair any damage to existing pipes, utilities, or
related facilities at Contracto(s expense in a manner approved by
Owner's Representative.
",
"
o
,
o
2. Do not install any plant materials until Owner's Representative has
reviewed and approved soil preparation and finish grading. Refine the
shape and finish grade of plant beds as directed by Owner's
Representative.
CC)
?
o
c
0-
0-
o
o
c
o
o
-0-
/
/
I
1 Car bet
I
10 Vib day
3. Protect all existing trees and plant materials to remain including limbs,
trunks, roots and root zones. Protect trunks, limbs, roots, and root zones
at drip line of existing trees and plant materials to remain as directed by
Owner's Representative. Cut no limbs or roots larger than 2-inch
diameter without approval of Owner's Representative. Sharp pruning
equipment such as saws and loppers must be used for roots greater than
1-inch diameter. Roots shall be cut with approved saws.
/
II
/I II
'0
..-
"
s:
..-
LO
..-
o
00 ~
o
.........,
o
or- 0
~ z
tJ
~ !:il
E-- ~
< 0
o g:
4. Owner will manually water all newly planted areas (including shrubs and
trees) during plant establishment.
:>.: :>.: :>.:
t:Q t:Q t:Q
~ 0 0 0
Cil !:il !:il !:il
> ~ ~ ~
!:il !:il !:il
:; :; :; <
!:il !:il !:il 0
r:.c: r:.c: r:.c: u
MULCH
~
0::
o
:I:
~
...J
<
U
en
FINISH GRADE OF SOIL
TREE STAKES
(2) per tree for 2" caliper and up. (1) if
tree is less than 2" caliper. Stake on North
and/or South side. Parallel and plumb.
Do not pierce root ball. Stain as
directed.
5. Finish grade is top of planting soil. Mulch is in addition.
Mulch is in addition
ACTUAL TOP OF ROOT FLARE
Remove any extra soil placed on top of
buttress roots during nursery digging.
6. Prune all new plant materials as directed by Owner's Representative.
;4" Mino to Rnim Grade
PLANTING SOIL
TREE TIES
Staple a separate looped tie to
each stake.
7. Plant quantities shown are for Contractor's convenience only.
MULCH
IMPORTANT NOTE: .
Root Crown minimum
LAWN or PAVING
Finish Grade
..I
.
~ - 2:1 Slope
. ::.:.:.:.:.:.::.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.J:.:.:.:. ':.:.:.:. :'.
{ ~............................ .............. ..... .~.
... ....
~.:.:: / '/ '/ '/ '/ ..../ ..../ ..../ ' '/ / / / / / ":':':'. ,
,:::.:: /'/'/'/ '/ '/ '/ '/ '/~' \/ '/ '/ '/ '/ '/ ' / "':'::'.
':-!~</~/>~/>~</>~ ~/>~/>>>,/>,'
\ ///////////, /////////
~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~: :~ ~~ ~~ ~~~~ ~~ ~~ ~~ ~~ ~~
~~
8. Trees, shrubs, and groundcovers planted too deeply will not be accepted.
:: FINISH GRADE
~ at lawn or paving
FINISH GRADE
CURB . c,,-;', /!Z,.~'."'''' g-t;;f..P/ .... ....
I ).-. :;<<<<'/ ~,~'/'/ 11
r ' ,',',' " , , , .' " , " , . ~
BACKFILL
Tamped in.
,
\
~
U)
Z
o
-
if1
-
>
~
0:::
-J.
3 x Diameter of Root Bali
or 36" Minimum
(Whichever is Greater)
PLANT LIST
Undisturbed Subgrade or
Compacted Soil
Subgrade
I Botanical Name
Qty
Trees
3 Aln rub
3 Car bet
Key
Spacing
Size
Common Name
NOTES:
. Trees planted too deeply will not be accepted.
. Remove tree ties and stakes one year after planting unless directed otherwise.
. Remove burlap from top of root ball.
. Finish grade is top of topsoil. Mulch is in addition.
NOTES:
2" caliper
2" caliper
as shown
as shown
Yuletide Camellia
European Hornbeam
Alnus rubra
Carpinus betulus
. Finish grade, unless specifically identified otherwise, is comprised
of a horizontal plane 4" above highest adjacent edge.
Shrubs
S- ----, "
- ~ ~
~ _ ----J , --I
24"0.c.
48" o.C.
48" o.C.
1 gallon
5 gallon
5 gallon
Creeping Oregon Grape
Arborvitae
David Viburnum
Mahonia repens
Thuja occidentalis
Viburnum davidii
39 Mah rap
28 Thu oce
20 Vib dav
:> _A 'JT 3:::) :> ~O =
Above Grade
):::c )UOUS T~=:::
Planting and Staking
NTS@
NTS G)
---..J ..
...
0"