HomeMy WebLinkAboutPlan, Final APPLICANT 7/17/2013PROSPERPARK
RECONSTRUCTION OF FORMER INDUSTRIAL
SITE INTO INCUBATOR SHOPS
945 28TH AVE — SPRINGFIELD — OR
1-105
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= CAUTION =
TL 1100 MAY HAVE DIFFERENT ROW FRONTAGE
NOT EVALUATED IN THIS SURVEY
TL 1100 LOT 16
Q,Q"
PROTRACTED LOT LINES
RECOVERED CORNERS (TYP.) PROTRACTED CORNERS (TYP.)
TL 1300/1200 LOT 15
0 5/8" IR W/ YPC
0 5/8" IR W/ YPC
LOCATED IN 7HE M st
NW 1/4, NW I/4, SECTION 31, GO R2W, N M. THiS SITUATION SKETCH IS PROVIDED FOR PLANNING PURPOSES ONLY
LANE COUNTY, OREGONN AND IS NOT TO BE CONSTRUED AS A BOUNDARY SURVEY. THIS SKETCH
IS PROVIDED TO SHOW EXISTING CONDITIONS AS RECOVERED IN THE FIELD
SUM" AW AS OF 11/15/12 BY DAVID H. WELLMAN, OF D. WELLMAN SURVEYING
�.,. �. „r, - __ i LLC., 90686 NORTHROP DRIVE, EUGENE, OREGON.
t7�� THE PURPOSE OF THIS SURVEY IS TO VERIFY THE VALIDITY OF THE
LM • FENCE ALONG THE NORTH LINE OF THAT OWNERSHIP IDENTIFIED AS MAP
17-02-31-22 TAX LOT 2300 AS WELL AS THE LOCATION OF THE
12.e . PROW= = ,PAW ZW CENTERLINE OF 28TH STREET AS IT RELATES TO THE DEED LINE OF THE
LWAW BN aW a wiLLit" swiRi'D o ZEE SAID PROPERTY.
DAM 11/16/12 #am RIMI now DR" CLIENT MAY ELECT TO REPLACE MISSING MONUMENTS AT A LATER DATE,
tKE li�hil�.8 BUT WAS DETERMINED TO NOT BE A PART OF THIS SURVEY.
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Date Received:
JUL 1 7 2013
\ PJ 13 M CiDC�C, -� _-sed
P1-05f"POA- Final Submittal
AWI11ON& 7 PT
SITE PLAN FOR TYPE 2 SITE PLAN REVIEW
> 451IN6 6 FT CMN -LINK FFNC� ON NOM, AN12 FA5T 51M5
SOUTH 51M OF VFVFLOPMFNT 15 COMMON TO FHASF I PP051?FI2 FAP.K
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13UIL19ING F
5
13UIL19IN6 F
229Z_
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TOTAL I31,126
20304
5(2PT
r
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3950
50 FT
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26400
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2,3%
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STANDARD SIDEWALK DETAIL.
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SITE SIDEWALK DETAIL
SCALE: SCALE =1` =1W
51TF AMA
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3868
50 FT
PULPING P
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50
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TOTAL I31,126
20304
5(2PT
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PAVING
26400
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6 H C PARKING DETAIL
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8 BICYCLE RACK ELEVATION
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To 51s /
5TOPMWASR PIPING L:5m1 r P3 W Date Received:
9 DOWNSPOUT LEADER 20
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Final Submittal
WNAL 5 Fr M121CATION r01VNTi& TO Ct1Y CLF 51VINGFIML '
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TAX MAP PIV15ION TO P3 CON501,VA912
m I 66' N 89' 42' S3" W
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PRELIMINARY SITE GRADING AND VTIL M PLAN
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C0.3 sCAt.E:11W-1'-V
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C4.3 scAt.�: urb•= r.a•
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—5AN — A5TM n3034 PVC 5TORM PIPING AT I/ %OPE
O 2" PVC CONWT* W/ ( 1) 15 -KV, #2 AL
WIZ JACMTI;n CMLE, ( 1) CON19UIT 5PAM
( 1) 4" PVC CONnUIT W/ 604-V,
PAPALLFLftn 350-MCM TX AL %CONnA1ZY
0 ( 1) 3" PVC CONPL11T W/ 600-V,
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PRELIMINARY SITE GRADING AND VTIL M PLAN
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GENERIC BUILDING ELEVATION (FRONT)
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2 ELEVATIONS FOR BUILDING TYPE C
C4.3 scAt.�: urb•= r.a•
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—5AN — A5TM n3034 PVC 5TORM PIPING AT I/ %OPE
O 2" PVC CONWT* W/ ( 1) 15 -KV, #2 AL
WIZ JACMTI;n CMLE, ( 1) CON19UIT 5PAM
( 1) 4" PVC CONnUIT W/ 604-V,
PAPALLFLftn 350-MCM TX AL %CONnA1ZY
0 ( 1) 3" PVC CONPL11T W/ 600-V,
350-AACM TPX AL %GONnARY
'4ii
'7A !,A AVrAI. 7ntr-IAV:
r4---Ns5IDE ELEVATION
3, scab: uu•= r -m -
FIN19ft2 6M
FX1511W LN71911.lr t2 �AIZM
FIFING
MATCH FLOW UNF
amwi. VELOCITY
BASIN DISCHARGE DETAIL.
SCALE: NO SCALE
PLO-GAW'm 1`I1,1VIZ IN5FRr
(MOML FP24n) AT SACH CATCH PA51N
511,T ANn 12aw15
CONTAJNNfNT At21;A5
ITMACFAt3LF
A05OMNT
POUCH�5
24" SQUAV�
CATCH BASIN DETAIL
ScAA& scats: = r = r -o•
ODUf
t F) GMON 5=1, PANN5
�-GAM VM 15 A TPA MAW
ANI9 MAW1.MTLMt2 OY
,15TH FNT>;WRI%5, INC.
( PATENT PFNi71NG )
�H FLOW OYPA55
U5F 01v -10N 5 M OR w
VOLME-CHAMMW2 GATOVA51N
MR CITY OF S'RlN iI W t21wCt1Vl;
WHEW NOf CONWIV17 VIMCTLY V
5t01ZMWAfM 5WALL
Date lV o
7 200
AMMON& S Ff 1XVICATION P01eN11AL TO CITY 0r 5MN6FleLt7
t
FX(
NG WMHOU% 13
U21NG
e
sun
medium
easyto medium, Willamette Valley
FXI%NG
5H ENC1_05M TO f
EYJ%NCi HYVP.AW
130M 5195
t
40 lbs/acre
C=-----C==CC===o
sun to shade. lar a
C__=====C
C -------C
C-------�
C=-----�
M
251br0ac
LIGHT
xerictomesic
1
Large
I
easy, Portland Metro
Cali torn(a-oatgrass
8
fall/spring
M
301bsJac
1
1
2" CA KIZ
KVW 51M�f IMS 5
lar a
eas to medium, Willamette Valley
Columbia biome
2" CALIPaR'0' MIN 5P
fall/spring
1
5-lbstac
PtZOPOSen rzCLCxATEn
xericto mes! C
shade
large
Ci2r3 Of With NEW AMWACH
June rass~
k MeadoWbariey:
f{oeleria maeraMha.,
Hoi-deurit brach
falEtspring
Pett CtrY Of "WeLt7
20 lbs/ac
NR
xericto meslC .
STAN17AM 5MCIFICAT10 5
sroall
i
yantherueadyfaIfkpring
M
1
40ibstacre
vetto mesio
sun
r
easy to medium, Willamette Valley
Poa secunda .
1
1
/
Leersia o zoides
fa(Ilspring
I
1
NR
inundated to vtet
sun
medium
m edium to difficuti Portland Ivtetro
Roemet's fescue-.
Festuca oemen.
1
R
2 Ibsfac
NR
t
sun
small
,
t
Bromussitcheri.sis _ _
earl.y:failt tiring
M,2.5
1
40,lbslacre
v%etta.:riiesic:
sun/shade ..
/
easy, Wiliam ette Valley,
Slender: hair sass
Descham Sia elon ata.:
1
M
.20 lbstac
30 Ibs/acre
I
sun
s all
i
i
Elyrnustrachycaulus
NEW 5T MVf Me5
1
1
26lbelac
40 Ibs/acre
2" CALIPER �O' MIN 511
sun
t
medium to difficult; Wil(arnette Valley
Splke.:berrtgrass:
i
1
D:'
S lbs/ac
30 lbs/aere
I
sun
PROrC%17 rT4.0CATM7
easy to medium; P ort(and.Metro
Ta11 manna rass .
GI eriablata- "
CO3 Cllr WITH WW APPROACH
D..
2:1bs/6c_
NR
PER CITY OF 51VINYt, ieW
shade
SM611
Imedium. to;diffrcult'Portland Metro
STANE?ARt7 �'eGiPItATI0N5
Deschampsia cespiitosafall/spring
D
2 lbstac
NR
saturated to vet.
ft
srri!all
easy, Willamette Valley
Vtrafer.fo#atl:
1
fall /spring
M
25 lbsfae
jt
inundated to v+et
sun
1
1
t
tA/estern:fescue." ..
Festuca`Qccidentalis'....:
is ring ..._.
1
20 lbstac'
�
xeric to mesio .
i
srqafl
medium to diffrcuft Willamette Valle
Western mannagrass
1
falltspiing
M
1251bstac
NR
saturated to vet Isun
Imedium
i
t
W
t
� 1
1
z
- 11
I
�
ST12i:b1" `�
W6flf
Ell
5T=f LIGHt
APMoX 90 Ff
SOUTH OF PH I
NEW %%TET TWe5
2" CAVITR °aO' MIN 5P
:°t l
1
[CL11 3 MPROACH MIZ CITY Or
151't21NGFIEW 5fANPAW t7iZAWIN6
0
VISION CLiZ �
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i 5fflN6r9I n 5fANr7AV i1iMWiNG
HC rA *M STALL
.CTT %�j:!:+:1►T�:!:�:XWEIRAI
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r
NEW StReef Ti�Es Q
Q 2" GWMIZ 30' MIN 51' 25q' N 89*42' S3" W
w Q
< V) orc/ 0j����
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orria
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i
I
s
2" CALIMI? Til EXTERIOR WALL PACKS
FROM CiTY APPP0\1W
5TW�T"TI2 L15T" WCS-MEDIUM CUTOFF WL 43190
�45nN6 6 rT CHAIN-LINK 1�NC� ON NOM, AN12 �A5T 5112e5 WALL PACK
'w'° w""~---'-------------------•-r�ww..,r._w_...,.w 26-42 watt Compact Fluorescent
DAY -BRIGHT LIGHTING - ONTARIO CA
t LIGHTING EFFICACY TO BE VERIFIED IN FIELD
POST -CONSTRUCTION FOR MINIMUM 1 FC IN ALL AREAS
REFLECTANCE OF BUILDING WALLS IS EXPECTED TO
8 �' PROVIDE ADEQUATE LIGHTING INFILL FOR MiNIMUM CODE
Q STANDARDS FOR SITE LIGHTING
1 l i
i I /
1
'\"
01 V2FC
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a i
t i
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i 1
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50 r1' 51�TI3ACK FROM TOP OF BANK UAo
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66' N 89"q2' S3" W
>u
10
IO
Iz
i�
t-
1
i
1
i
(e) Firs 5100a SOUTH 51M OF 12✓W OPWNT 15 FOmMFN TO I I WR 5PW W i
1
' s
artrlx or to Swaleor ort
:i)pi:i(rial'Sow add Sowl2ate t'srosion Contivf Sow
onnion liable SC16ritif11C HUDS `Season diversity?_ {Haat.) Rate Moisture Exposure Seedsize Commercial .acoessibiiityallooai eco -type
Atnotican.0oughgrass Beckmannia-syzigadlne fall/spring
.
FX(
NG WMHOU% 13
U21NG
inundatedtov+et
sun
medium
easyto medium, Willamette Valley
FXI%NG
5H ENC1_05M TO f
� 5HMt2131;1VWM
130M 5195
25 lbstac
40 lbs/acre
C=-----C==CC===o
sun to shade. lar a
C__=====C
C -------C
C-------�
C=-----�
>u
10
IO
Iz
i�
t-
1
i
1
i
(e) Firs 5100a SOUTH 51M OF 12✓W OPWNT 15 FOmMFN TO I I WR 5PW W i
1
' s
artrlx or to Swaleor ort
:i)pi:i(rial'Sow add Sowl2ate t'srosion Contivf Sow
onnion liable SC16ritif11C HUDS `Season diversity?_ {Haat.) Rate Moisture Exposure Seedsize Commercial .acoessibiiityallooai eco -type
Atnotican.0oughgrass Beckmannia-syzigadlne fall/spring
.
D
2..Ibsfac
NR
inundatedtov+et
sun
medium
easyto medium, Willamette Valley
Blue Wldr e':
El us. laucus
earlytil/spring
M .
25 lbstac
40 lbs/acre
xericto mesio
sun to shade. lar a
e aa Portland Metro
Calilixnia:brome
Bromuscarinatus
earlyfalitspring
M
251br0ac
401bs/acre
xerictomesic
sun
Large
I
easy, Portland Metro
Cali torn(a-oatgrass
Dahthonia califorhica'
fall/spring
M
301bsJac
NR
2" CA KIZ
sari
lar a
eas to medium, Willamette Valley
Columbia biome
Bromusvuigaris.
fall/spring
D
5-lbstac
NR
xericto mes! C
shade
large
medium 'Portland Metro
June rass~
k MeadoWbariey:
f{oeleria maeraMha.,
Hoi-deurit brach
falEtspring
M
20 lbs/ac
NR
xericto meslC .
sun
sroall
ea" to medium PDX orWillatriette Valle'
yantherueadyfaIfkpring
M
25,Ibslac
40ibstacre
vetto mesio
sun
large
easy to medium, Willamette Valley
Poa secunda .
Rice cut Lass.:*
Leersia o zoides
fa(Ilspring
D.
5:lbsMc
NR
inundated to vtet
sun
medium
m edium to difficuti Portland Ivtetro
Roemet's fescue-.
Festuca oemen.
falltspring
R
2 Ibsfac
NR
xeric to.mesic
sun
small
difficult; Willamette Valley
Sitka biome.:
Bromussitcheri.sis _ _
earl.y:failt tiring
M,2.5
lbstac-
40,lbslacre
v%etta.:riiesic:
sun/shade ..
large
easy, Wiliam ette Valley,
Slender: hair sass
Descham Sia elon ata.:
` early fail°Jspring.
M
.20 lbstac
30 Ibs/acre
V%et to -xeric ..
sun
s all
easy, Portland Metro
Stendi5r wheatgrass
Elyrnustrachycaulus
early.1al€/spring.
M
26lbelac
40 Ibs/acre
uric to.mesic,
sun
large
medium to difficult; Wil(arnette Valley
Splke.:berrtgrass:
Agrostis exarata,
early.fail/spring
D:'
S lbs/ac
30 lbs/aere
saturated to vvet
sun
small
easy to medium; P ort(and.Metro
Ta11 manna rass .
GI eriablata- "
fall/spring
D..
2:1bs/6c_
NR
saturated to mesio"
shade
SM611
Imedium. to;diffrcult'Portland Metro
Tufted haiegrass .
Deschampsia cespiitosafall/spring
D
2 lbstac
NR
saturated to vet.
sun
srri!all
easy, Willamette Valley
Vtrafer.fo#atl:
Aiopecuris. enlcu(atuls
fall /spring
M
25 lbsfae
NR
inundated to v+et
sun
medium
easy, P QX or Wiliam ette-Valley
tA/estern:fescue." ..
Festuca`Qccidentalis'....:
is ring ..._.
M ..'
20 lbstac'
NR
xeric to mesio .
sun
srqafl
medium to diffrcuft Willamette Valle
Western mannagrass
Glyceria .occidentafts ..
falltspiing
M
1251bstac
NR
saturated to vet Isun
Imedium
easy to medium, Willamette Valley
wZ v
TREE PLANTING DETAIL.
SCALE: SCALE = NTS
'711 rAAI I rA19
GUY WIM
5T"AM5 A5 5PPCIFIE 2 - EV�NI Y 5PAC C 2) TACH
Ot' ~NiAI/ CONIFNZ IMI; C 3> 1 ACH 5HA17E T M
ITMOW Ram FwM T'OP 1/ 5 Or .12001" BALL
MI [.CH A5 5MCIFIF12 (2" Cl.�Ak A1" TKi.lt`IK) MUCH PING WITH 5PAPet2
�t7a AT LAWN5 (51Ze A5 5rCIFI�12)
I'I.ANTING 5011,
51113 6M
COMPACT M2 Z?5011, C Pel OW 12001" 13ALl.5 Oi-Y)
13ON12 MAM
>N17131;
#4
1�13Ai
" O,C.
2" CMU CAP--
SXBX16 CMU -
5111; PAVING �
TRASH ENCLOSURE REAR ELEVATION
SCALE: SCALE- 1/4"= 1'-W
I�
gliagglaag
COMMON NAME
PDX HON�Y%CQZ
SIZE
5 GAL,
SWAGING
4' O,C,
13
P3 W. F,15 JULiANA
WINT�RGMi N PARMW Y
���a�er����■r�linlro._
4' OL,
n
12�U IA 64RAGILI5
MAHONiA AQUIWOLIUM
AGAR X. FREMANII
LAWN
SLrNMF MUTZIA
OREGON GWS
AUTUMN 13LAZ� MAPLW
5012 ( Jia OR OREGON TURF)
3 GAL,
3 GAL
2" CA IMIZ
N/A
41 O'C,
18" O.C.
A5 5HOWN
N/A
ARCT05TAPHY05 UVA-W51
KINNIKINNICK
3 GAL
iro, r i
51�1� W1" AOR APPROWp
U5� QUAJ MIXTURE OF ALL "M'' I.ATW 5P�CI�
SMn
%� RATES AT LP1"
I
OXYP2 N2RUM AR13OMUM
5OLLV10012 - 50ML TWi
2" CA KP,
A5 5HOWN
TRASH ENCLOSURE FRONT ELEVATION
SCALE: $CALE:1/4"
Nie M
#4
'AVING
17ovW
4 SIDE ELEVATION
CQ 4 SCALE: SCALE: 1/44 a 1'4)"
13ON12 P3 AM
<2) #ICON
i30NP P3 AM
( 2) #4 CON
# 5 WPAP A -r
48" O,C. Vl~n
PONP O3 AM
( 2) #4 COt\t
b SIDE ELEVATION
C0.4 SCALE: SCALE: VV_- 1*4r
LANnsCAM 5MCIFICAVoN5.
501L PW51S RVAVON:
FINI5111�12 FL�VATiON OF 50-PA51� TO M 12" < MiN,) KLOW FIN15HW CAMs , T LL 5LV61 1
THOROUGHLY t0 A P2 FTH OF 8" (MIN.) PRIOR TO II.AaM�Nf Or=1'01'SOIL, _
PLACE 12" (MIN.) TOW501L OVER 11LLF12 SUi36MA , A1212 4" Oi' ORGANIC MATERIAL (HEMLOCK PAW
CH1P5 OR �Q) , PVP F�"LIZ�R TO TOP501L AI RATS OF 20 1-135 FOR 1000 5Q Ff.11LL TO A
12 Pm Or 8"
IROVII2r 2" 5H09171512 PA& OVER PLANT ML95 AMIZ IN5T&ILA1ION,P1ZOVI1X WC NG TO 51�IAP.AT
PLAN PW5 PROM LAWN AT -A5,
ILANT MATERIAL:
PROAX ONLY HEALTHY FULL PLAN MAZIZIAL AT LOCATiON5 5P�CIFIW.
IM16ATION 12�516N;
IWIGA11ON 5y%T M WILL 13� FULLY ALITOMAT�-b AN12 WILL IROVIP� HWA rO-H�Al2 GOWI A6UPIP
IRRIGATION WILL P> U5W FOIZ 5HRU13 AN12 TWA LOCA110N5, ALL LATERAL LIN�5 WILL HAVE ArMOATK
12PAIN VXW5, 5Y5TW 151"013 P2 5161\1/ DUIL1213Y IN5TALLNR,
51.0511TU110N5;
OWI; MAY 5UC3511TUT� PLANT MAT -1'91&5 TO MSFT CITY OF VI,AN5CAK 5TAN2AM25A5 NC I?
ON PLAN.
FLAN' LISP
MARK
A
13OfANICAL NAME
LON10ZA NiT112A "MP 111`5"
COMMON NAME
PDX HON�Y%CQZ
SIZE
5 GAL,
SWAGING
4' O,C,
13
P3 W. F,15 JULiANA
WINT�RGMi N PARMW Y
3 GAL,
4' OL,
n
12�U IA 64RAGILI5
MAHONiA AQUIWOLIUM
AGAR X. FREMANII
LAWN
SLrNMF MUTZIA
OREGON GWS
AUTUMN 13LAZ� MAPLW
5012 ( Jia OR OREGON TURF)
3 GAL,
3 GAL
2" CA IMIZ
N/A
41 O'C,
18" O.C.
A5 5HOWN
N/A
ARCT05TAPHY05 UVA-W51
KINNIKINNICK
3 GAL
18" O.C.
51�1� W1" AOR APPROWp
U5� QUAJ MIXTURE OF ALL "M'' I.ATW 5P�CI�
SMn
%� RATES AT LP1"
I
OXYP2 N2RUM AR13OMUM
5OLLV10012 - 50ML TWi
2" CA KP,
A5 5HOWN
J
AC R GRI5�UM
PAP�WARK MAPLE
2" CA KIZ
A5 5HOWN
K
11AL1�51A MONTICOLA
IAIZNaP PINK - PINK 5ILVWR 1315LL5
2" CAL
LEGEND
.�
EXISTING GROUND CONTOUR (2 M
-
EXSTING GROUND CONTOUR (10 FT)
100
FINISHED GRADE CONTOUR (2 FT)
102
FUM GRADE CONTM (10 FT)
100
TJ(SIING TREE TO ROWN
q
EXISTING TREE TO BE FOAM
X
ENENTT BARRIER (PEPo£TFA)
{}
SEDN N BARRIER (INTERIOR)
•�fOF-d+-R-R-f04-
ORANGE CONSTRUCTION FENCE-+-+-�-+-�
CONTROL MEASURES ARE IN WORKING ORDER. ANY
INLET PROTECTION
GROUND COVER
DIVERSION DW & SWALE
CONCRETE WASH AREA
MADE PRIOR TO LEAVING THE SITE.
OUTLET PROTECTION
3. INACTIVE PERIODS GREATER THAN SEVEN
PIPE SLOPE DRAM
SEDIMENT TRAP
CI ECK DAM
4. PERIODS DURING WHICH THE SITE IS
ROCK FLIER BERM
PLASTiCBHEEM
CONSTRUCTION ENTRANCE
A RELEVANT AND ACCESSIBLE DISCHARGE POiNT OR
TEMPORARY SLOPE STABILIZATION MEAS11REs
;:• ;:• ,.!
MAn-m-
LONG TERM SLOPE STABUZAT04 MEASURES
NEW MIPERVIOUS SURFACE
STRAW WATTLES
DRAINAGE FLOW DIRECTION
FENCE LINE
CURB
SLOTTED CURB
SANITARY SEWER LINE
.�
STORK! SEWER LINE
yf
UNDERGROUND TELEPHONE UNE
,
WATER LINE
W
ELECTRIC LINE
1. ACTIVE PERIOD
FOUND MO VENT
q
WATER VALVE/111M
E)
POWER POLE
{}
TELOWIE BOX
X
ENGINEERING FIRM
ENGINEERING FiRM: KEATING ENGINEERING, LLC
CONTACT: STEPHEN KEATING
159 E. 16TH
EUGENE, OR 97401
PHONE: 541-242-0613
FAX: 541-242-0614
NARRATIVE DESCRIPTIONS
EXISTING SiTE CONDITIONS
s VACANT LOT
DEVELOPED CONDITIONS
' WAREHOUSE BUILDINGS AND PARKING LOT
NATURE OF CONSTRUCTION _ACTIVITY _AND ESTIMATED TIME TABLE
• CLEARING (JUNE 10)
• MASS GRADING (JUNE 11-17)
e UTILITY INSTALLATION (JUNE17-JULY 15)
FINAL STABILIZATION (AUG 01)
TOTAL SITE AREA = 54930 SF = 1.26 ACRES
TOTAL DISTURBED AREA = 51003 = 1.17 ACRES
SITE SAIL CLASSIFICATION:
AWBRiG URBAN LAND COMPLEX
ALL FILL MATERIAL SHALL BE COMPOSED OF GRANULAR CRUSHED ROCK FROM OFF-SITE
SOURCES EXCEPT' FOR PLANT BED TOP SOILS WHICH WILL BE RESERVER FROM
STRIPPING. ON-SITE SOILS HAVE A MODERATE EROSION POTENTIAL
Q -STREET CHMNE
1. Prior to any ground disturbance on the site one inspection with LDAP staff is
required. Issuance of this plan does not relieve the perm it holder and or the contractor
from a1iother perm itting requirements. Prior to beginning construction activities, all
other necessary approvals shall be obtained.
2, The erosion and sediment control measures shown on the plan are the In inim um
require In eats for anticipated site conditions. During the construction period, these
measures shall be upgraded as needed for unexpected storm events and to ensure
thatsedim ent and sedim ent-laden water does not leave the site.
3. The implementation 'of the ES CP and the construction, In aintenance, replacem enI,
and upgrading of the erosion and sedim ent control measures is the responsibility of
the perm it holder and or the contractor until a 11 c o n s tru c tio n is corn pleled and
accepted and vegetation I:,landscaping is established.
4. The boundaries of the clearing limits shown on this plan shall be clearly flagged in
the field by the engineer priorto construction. D wring the construction period, no
disturbance beyond the flagged clearing limits shall be perm itted. The flagging shall be
m aintained by the perm it holder aod or the contractor far the duration of construction.
5. The erosion and sedim ent control m easures on active sites shall be inspected and
maintained daily and within the 24 hours after any storm event of greater than 0.5
inches of rain per 24 hour period. M easures shall be inspected by the perm it holder
and or the contractor after each rainfall and at least daily during prolonged rainfall.
Any required repairs or adjustm encs shailbe m a d e im m ediately. The erosion and
sedim ent control m easures on inactive sites shailbe inspected a minim um ofonce
every two (2)weeks orwithin 48 hours following a storm event.
6. All erosion and sediment control measures shall be protected from damage at all
tim es. Control m easures shall remain in place until perm anent re -vegetation has been
stabilized. A n m easure that is damaged or destroyed shall be repaired or replaced
i m m e d is to ly .
1. Any areas of exposed sails, including roadway em b a n k m enIs,thatwill not be
disturbed for two days during the wet season (October l to April 30) or seven days
during the dry season (May 1 to S eptem bet 30) shall be im m ediately stabilized with an
approved ESC m ethod (seeding & mulching with straw, bark, compost, or plastic
covering, etc.).
8. Streetsweeping shall be perform ed as needed or when directed by the City
inspector to insure public rig ht•of-ways are kept clean and free of debris. Street
flushing is prohibited.
0. W hen trucking saturated soils from the site, either w ater-tight trucks shall be used or
loads shall be drained on site until dripping has been reduced to no In ore than one
gallon per hour. Sediment laden water will not be allowed to enter the storm water
system
10. Extracted ground water from excavated trenches es shall be disposed of in a suitable
manner without damage to adjacent property, City's storm water system, water,
features, and related natural resources. Approval of a dewatering system does not
guarantee. that it will meet compliance or be acceptable for use in all situations.
Modifications to the dewatering system will be required if compliance can not be met.
At no time will sediment laden water be allowed to leave the construction site.
11. 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.
12. No hazardous substances, such as paints, thinners, fuels and other chemicals shall
be released onto the site, adjacent properties, or into water features, the City's storm
water system, or related natural resources.
13. The ESC facilities shall be inspected daily 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 (May1 to September 30)
P'ERM11TEE'S SfTE INSPECTOR. STEPHEN KEATING
COMPANY/AGENCY: KEATING ENGINEERING LLC
PHONE: 541-242-0613
FAX: 541-242-0614
E-MAIL-
-MAIL:INS CTION FREQUENCV:
INSPECTION
FINAL.
STA8SJ7ATION
SITE CONDITION
MINIMUM FREQUENCY
1. ACTIVE PERIOD
DAILY WHEN STORMWATER RUNOFF, INCLUDING
RUNOFF FROM SNONELT, IS OCCURRING.
PRESERVE NATURAL VEGETATION
2. PRIOR TO THE SITE BECOMING INACTIVE OR
ONCE TO ENSURE THAT EROSION AND SEDIMENT
X
IN ANTICIPATION OF SITE INACCESSIBILITY,
CONTROL MEASURES ARE IN WORKING ORDER. ANY
X
GROUND COVER
NECESSARY MAINTENANCE AND REPAIR MUST BE
MADE PRIOR TO LEAVING THE SITE.
X
3. INACTIVE PERIODS GREATER THAN SEVEN
ONCE EVERY TWO (2) WEEKS.
(7) CONSECUTIVE CALENDAR DAYS.
4. PERIODS DURING WHICH THE SITE IS
iF PRACTICAL, INSPECTIONS MUST OCCUR DAiLY AT
PLASTiCBHEEM
INACCESSIBLE DUE TO INCLEMENT WEATHER.
A RELEVANT AND ACCESSIBLE DISCHARGE POiNT OR
DOWNSTREAM LOCATION.
'#� HaP A PM -CON MbT11NG OF P1z0.TTCf CONS€Id1C110N t'M01M1Mf
itirc UX5fff Kc (Ns Crox
% AL1. IN5MCfa6 ML6r W MAPF IN AGCWAN a VA1H MO 1200 C PTRMIf
IZTt7WWW5.
*k IN51'TCf10N 600 MUSE 0 MPT IN ACCOI &Cis IMM MO'51200 C t'TPW
ITQUWMTN13.
"" C v1 a5 f0ff APp DW9 T5C PLAN MUSE M 51DMMV f0 GT01N 11V
1'09M OF AN ACTION PIAN.
BMF' MATRIX FOR CONSTRICTION PHASES
REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF
AVAILABLE; BMP'S.
SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY.
0NAPLProhibition: The contractor and all subcontractorsare required to provide the ownet's engineer
with copies of SDSs for allchem ipals proposed for use on-site prior to use or delivery to the
property,Based on these M SDSs,t�he engineer willdeterm in if the chem icalis approved for use on this
site (i,e,, whether or n of the pro duct contains D N AP Ls). The engineer m ay contact the SUB Drinking
W ater5ource Protection Coordinator (744-3745)with any questions about evaluating products for
DNAPLs. A copy of the M SDS forallchem icals used on the project will rem ain on the job site as
req aired by law .
Chem icalhandling, storage, and use: Con tractors/develop ers shall be responsible forthe safe handling
and storage of chem icals, products, and fertilizers and the prevention ofgroundwater and
storm water runoff con tam ination, Chem icaIs used during construction, including paint and cleaning
m ateria Is/w astes, m ust not enter the soil o r be w ashed in to the storm w ater system .A iI ch em icaIs
should be stored in adequate secondary containm ent.
Equipm ent m aintenance and fueling: Precautions m ust be taken to prevent fluid-containing equ ipm ent
located outside from leaking, inclu ding providing a dedicated area for fueling and m aintenance of
equipm ent, This area should be prepared and m aintained in a way that prevents spills or leaks from
m igrating to the soilor storm water drainage system .
No fill aterials containing hazardous m aterials shall be used on this site.
REGARDING OPERATION S: Prosper Park is being developed for tenant space. It is uncertain w hat type
of businesseswilloccupy the pro perty. All lease a g r e e m e n t s m ust include language requiring
compliance with Section 3.3.200 Drinking W ater Protection (DW P) 0 verlay District of the Springfield
Developm ent Code. An addendum to the Lease Agreem ent used by Prosper Park is incorporated into
this condition as Attachm ent 1.
T e n a n t s w ill be required to c o m ply with a llstandardssetforth in Section 3.3.200 o f t h e Springfield
Developm ent Code, which m ay include com pleting a City of Springfield Drinking W ater Protection
Application. Tenants m u s t s u b m ita hazardous m aterials inventory statem ent to the Springfield Utility
Board W ater Q ualit y Protection Coordinator to d e t e r m in w Nether or not a Drinking W ater Protection
Application will be required.
Any rooftop mounted equipm ent o'r other fluid-containing equipm ent located outside the building
should be sealed and provided w ith secondary containm ent or a weather resistant enclosure, In the
event o f a spillor leak, thisw ill prevent any fluids from m igrating into the storm w ater drainage
system , If applicable, chemicals stored outdoors (fertilizers, pesticides, etc,)should be covered and
placed in sec on clary contain m ent.
W ELLNEAD PROTECTION SIGNS
W ellhead protection signs shall be placed at the site tem porarily during construction and perm anently
at each building and adjacent to the swale(s). The signs are intended to alert contractors,
subcontractors, em ployees, tenan1,s, and others to the im p o r t a n c e of reporting and cleaning up any
spills (sign standard available). Please contact Am y Chinitz (541.144.3145) if you prefer to purchase
signs directly fro m SU B at the cost o $ 15/sign,
PROJECT LOCATION:
AT 945 28TH STREET, SPRINGFIELD, LANE COUNTY, OREGON
LATITUDE = 44-03-14 N LONGITUDE = 122-59-07 W
ATTENTION EXCAVATORS:
OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE
SET FORTH iN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE
CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU
MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAY$ BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.
PAVING DETAIL
SCALE: NONE
3" A/ C PAVING TWr C
N9" COMPAMP 3/�" -( O)
CRU511�17 ROCK PA%
NON -WOVEN GFTeXTi�r
TYPAI2 3401 OR B(2 OV'VR
UNI715T!.!f213E17 501L GR
FNG!Nr=9 FTU.
GIBSON STEEL .BASINS
247 +: „ „ EUGENE. ORT97401
ON ST.
24 5auarQ )6L 4 s6 or 6 s+3 Outlet (641) 687-8672
O11 k Greg" Filtration U!gJvM_ (Fax 641) 887-0033
STATE APPROVED - ASPHALT DIPPED
1. Box fabricated from 10 GA. materi
2. Bike proof, heavy duty traffic grate
supporta AASHO H20 -S16-44 loadi
NO FILTER •
e �•
Silt and Debris • • •
Containment Areas
Replaceable
Absorbent
Powbes ' h now Bypass
b
DUrabls
A Mesh FYlte
�a
5 _STORM SEWER CATCH BASIN
CP J SCALE: NONE
a:
SS 'a • So, MN
NC
O
' p� b: • •�• .4 ,, p• �.• a 00 � ••Tt ,`+ •V. � 4 ' :'
:p•„ j,' :174
RADIUS - 25 MIN. p. R o'
CLEAN PIT RUN OR 3"- 6" CLEAN ROCK Bscl
OJ OF GSE
SUBGRADE REINFORCEMENT \�O�
GEOTEXTILE, AS REQUIRED p¢�
8" MIN.
DEPTH
*20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT 'TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN
OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF- WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION
ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED
FILTERING SYSTEM.
5. DIMENSIONS
SINGLE FAMILY EGRFttzil l?IN�ORMATION
20' LONG BY 20' WIDE 8" DEEP OF -Y4" MINUS CLEAN ROCK. 1`09ON NCIIt A T
COMMERCIAL C��1? 4 OF aTAN WAR
50' LONG BY 20' WIDE 3-6" CLEAN ROCK, OMk4 05l�Jt't�VTfR
GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO 5NM5E1 590 N�Oi
NflON
PREVENT SUB -SOIL PUMPING. PLANN110AWM90NMANIIAL
I \ CONSTRUCTION ENTRANCE
ANGLE FILTER FABRIC
FENCE TO ASSURE SOIL IS TRAPPED--\
INTERLOCKED
2"x 1" POSTS
AND ATTACH
5i" mink=
from toe 4e.
0
PLAN VIEW
NTS
USE STITCHED LOOPS
OVER 2"x 2" POSTS
!
PROFILE
i ITC
NOTES:
1. BURY BOTTOM OF FILTER FABRIC 6"
VERTICALLY BELOW FINISHED GRADE.
2. 2"x 2" FIR, PINE OR STEEL
FENCE POSTS.
3. POSTS TO BE INSTALLED ON
UPHILL SIDE OF SLOPE.
4. COMPACT BOTH SIDES OF FILTER FABRIC
TRENCH.
5. PANELS MUST BE PLACED
ACCORDING TO SPACING ON
DETAIL NO.940
2 SEDIMENT FENCE
UP SCALE: NONE
it I!
11 !I
LJ 6'MAXIMUM SPACING Li
FRONT VIEW
NTS
R1
IN5faLA110N N01`1✓5:
1. IN5fA 15aV FAR & 51M 17OWN W5H 9M LP,
2. ATT" fOCA%H6ANNDTIII:ATAMfKLMUMOT3LOCAf1ON5fR6dffTOCLO WIH 1/4"
Zip 11T5.
MA!NTI WN 'a NM5:
L M 45IME %N OF %t7i&TNT AC MILAVON TO €3E a MI9 LP AT 11f TIS 01"
TACH W0104.
2. Mt' Pa U - 5K^ V FiLfM BAG A5 Wa55AKY fO Eta WW WOOV 011'5 FROM
TN%MNG IfE 5fOfzM 5Y5iTM.
INLET PROTECTION TYPE 6
FILTER FABRIC MATERIAL
36" WIDE ROLLS
rm rLKimK iwc wvuN
ON M5M M1W 5M
a{AMR 4 OT aFM WAIM
5Tt VICTS TP051ON MWNTION
AND %V1M&Nf CONTtZOL
MANNING AND M5IGTV MANVL,
00
NO
1 48"
1`01; FIRM 1WORFMTION
ON M514N Ct31TRiA %T
G>iaP1 R 4 OT aFM WASR
%Wa5 eW9ON MVTNTiON
AOS %PIMTWCONTizOL.
/�''♦ =61'"10 �L1�'zfi3f`�1.�„
CLEARING
�dAS3
GRADING
UiiLitY
INSTALLATION
STREET
SONSTRULITION
FINAL.
STA8SJ7ATION
WET WEATHER
(OCT, f -MAY 3187)
E>iCffiiONPREYBT11011
PRESERVE NATURAL VEGETATION
"X
X
X
X
X
X
GROUND COVER
X
X
HYDRAULIGAPPLICATKTNB
X
PLASTiCBHEEM
X
MAn-m-
X
X
DUSTCOTROL
X
x
X
x
x
x
TEMPORARY/PETSEEDINO
x
x
x
x
x
BUFFERZONE
"X
X
X
X
x
X
BEDX TTCONTAOI.
SEDRM8ITFENCE LPERIMETM
ox
X
X
X
X
X
BwwffFENGE4 Rf
X
x
x
x
811RAWWATRES
X
X
X
X
F.TERBERN
x
X
x
x
INUETPROTECTiON
" X
X
X
X
X
X
DEWATEAM
X
X
SEDWENTTRAP
X
X
X
X
RUNOFFC9NitT0i.
CDNSTRUCAONENTRANCE
"X
X
X
X
X
PIPE SLOPE DRAIN
X
X
X
X
X
OUTTETPROTEC110N
X
X
X
X
X
SURFACEROU MING
X
C I ECKOW
ax
x
X
x
x
POLLUTION PREVENTION
PROPERSOME
X
x
x
X
X
X
HAZWASTEMONT
x
X
X
X
X
X
BPRuIOTONSITH
X
X
X
X
X
X
CONCRETE WASHOUTAREA
X
X
X
X
x
X
SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY.
0NAPLProhibition: The contractor and all subcontractorsare required to provide the ownet's engineer
with copies of SDSs for allchem ipals proposed for use on-site prior to use or delivery to the
property,Based on these M SDSs,t�he engineer willdeterm in if the chem icalis approved for use on this
site (i,e,, whether or n of the pro duct contains D N AP Ls). The engineer m ay contact the SUB Drinking
W ater5ource Protection Coordinator (744-3745)with any questions about evaluating products for
DNAPLs. A copy of the M SDS forallchem icals used on the project will rem ain on the job site as
req aired by law .
Chem icalhandling, storage, and use: Con tractors/develop ers shall be responsible forthe safe handling
and storage of chem icals, products, and fertilizers and the prevention ofgroundwater and
storm water runoff con tam ination, Chem icaIs used during construction, including paint and cleaning
m ateria Is/w astes, m ust not enter the soil o r be w ashed in to the storm w ater system .A iI ch em icaIs
should be stored in adequate secondary containm ent.
Equipm ent m aintenance and fueling: Precautions m ust be taken to prevent fluid-containing equ ipm ent
located outside from leaking, inclu ding providing a dedicated area for fueling and m aintenance of
equipm ent, This area should be prepared and m aintained in a way that prevents spills or leaks from
m igrating to the soilor storm water drainage system .
No fill aterials containing hazardous m aterials shall be used on this site.
REGARDING OPERATION S: Prosper Park is being developed for tenant space. It is uncertain w hat type
of businesseswilloccupy the pro perty. All lease a g r e e m e n t s m ust include language requiring
compliance with Section 3.3.200 Drinking W ater Protection (DW P) 0 verlay District of the Springfield
Developm ent Code. An addendum to the Lease Agreem ent used by Prosper Park is incorporated into
this condition as Attachm ent 1.
T e n a n t s w ill be required to c o m ply with a llstandardssetforth in Section 3.3.200 o f t h e Springfield
Developm ent Code, which m ay include com pleting a City of Springfield Drinking W ater Protection
Application. Tenants m u s t s u b m ita hazardous m aterials inventory statem ent to the Springfield Utility
Board W ater Q ualit y Protection Coordinator to d e t e r m in w Nether or not a Drinking W ater Protection
Application will be required.
Any rooftop mounted equipm ent o'r other fluid-containing equipm ent located outside the building
should be sealed and provided w ith secondary containm ent or a weather resistant enclosure, In the
event o f a spillor leak, thisw ill prevent any fluids from m igrating into the storm w ater drainage
system , If applicable, chemicals stored outdoors (fertilizers, pesticides, etc,)should be covered and
placed in sec on clary contain m ent.
W ELLNEAD PROTECTION SIGNS
W ellhead protection signs shall be placed at the site tem porarily during construction and perm anently
at each building and adjacent to the swale(s). The signs are intended to alert contractors,
subcontractors, em ployees, tenan1,s, and others to the im p o r t a n c e of reporting and cleaning up any
spills (sign standard available). Please contact Am y Chinitz (541.144.3145) if you prefer to purchase
signs directly fro m SU B at the cost o $ 15/sign,
PROJECT LOCATION:
AT 945 28TH STREET, SPRINGFIELD, LANE COUNTY, OREGON
LATITUDE = 44-03-14 N LONGITUDE = 122-59-07 W
ATTENTION EXCAVATORS:
OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE
SET FORTH iN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE
CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU
MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAY$ BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.
PAVING DETAIL
SCALE: NONE
3" A/ C PAVING TWr C
N9" COMPAMP 3/�" -( O)
CRU511�17 ROCK PA%
NON -WOVEN GFTeXTi�r
TYPAI2 3401 OR B(2 OV'VR
UNI715T!.!f213E17 501L GR
FNG!Nr=9 FTU.
GIBSON STEEL .BASINS
247 +: „ „ EUGENE. ORT97401
ON ST.
24 5auarQ )6L 4 s6 or 6 s+3 Outlet (641) 687-8672
O11 k Greg" Filtration U!gJvM_ (Fax 641) 887-0033
STATE APPROVED - ASPHALT DIPPED
1. Box fabricated from 10 GA. materi
2. Bike proof, heavy duty traffic grate
supporta AASHO H20 -S16-44 loadi
NO FILTER •
e �•
Silt and Debris • • •
Containment Areas
Replaceable
Absorbent
Powbes ' h now Bypass
b
DUrabls
A Mesh FYlte
�a
5 _STORM SEWER CATCH BASIN
CP J SCALE: NONE
a:
SS 'a • So, MN
NC
O
' p� b: • •�• .4 ,, p• �.• a 00 � ••Tt ,`+ •V. � 4 ' :'
:p•„ j,' :174
RADIUS - 25 MIN. p. R o'
CLEAN PIT RUN OR 3"- 6" CLEAN ROCK Bscl
OJ OF GSE
SUBGRADE REINFORCEMENT \�O�
GEOTEXTILE, AS REQUIRED p¢�
8" MIN.
DEPTH
*20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT 'TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN
OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT -OF- WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION
ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED
FILTERING SYSTEM.
5. DIMENSIONS
SINGLE FAMILY EGRFttzil l?IN�ORMATION
20' LONG BY 20' WIDE 8" DEEP OF -Y4" MINUS CLEAN ROCK. 1`09ON NCIIt A T
COMMERCIAL C��1? 4 OF aTAN WAR
50' LONG BY 20' WIDE 3-6" CLEAN ROCK, OMk4 05l�Jt't�VTfR
GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO 5NM5E1 590 N�Oi
NflON
PREVENT SUB -SOIL PUMPING. PLANN110AWM90NMANIIAL
I \ CONSTRUCTION ENTRANCE
ANGLE FILTER FABRIC
FENCE TO ASSURE SOIL IS TRAPPED--\
INTERLOCKED
2"x 1" POSTS
AND ATTACH
5i" mink=
from toe 4e.
0
PLAN VIEW
NTS
USE STITCHED LOOPS
OVER 2"x 2" POSTS
!
PROFILE
i ITC
NOTES:
1. BURY BOTTOM OF FILTER FABRIC 6"
VERTICALLY BELOW FINISHED GRADE.
2. 2"x 2" FIR, PINE OR STEEL
FENCE POSTS.
3. POSTS TO BE INSTALLED ON
UPHILL SIDE OF SLOPE.
4. COMPACT BOTH SIDES OF FILTER FABRIC
TRENCH.
5. PANELS MUST BE PLACED
ACCORDING TO SPACING ON
DETAIL NO.940
2 SEDIMENT FENCE
UP SCALE: NONE
it I!
11 !I
LJ 6'MAXIMUM SPACING Li
FRONT VIEW
NTS
R1
IN5faLA110N N01`1✓5:
1. IN5fA 15aV FAR & 51M 17OWN W5H 9M LP,
2. ATT" fOCA%H6ANNDTIII:ATAMfKLMUMOT3LOCAf1ON5fR6dffTOCLO WIH 1/4"
Zip 11T5.
MA!NTI WN 'a NM5:
L M 45IME %N OF %t7i&TNT AC MILAVON TO €3E a MI9 LP AT 11f TIS 01"
TACH W0104.
2. Mt' Pa U - 5K^ V FiLfM BAG A5 Wa55AKY fO Eta WW WOOV 011'5 FROM
TN%MNG IfE 5fOfzM 5Y5iTM.
INLET PROTECTION TYPE 6
FILTER FABRIC MATERIAL
36" WIDE ROLLS
rm rLKimK iwc wvuN
ON M5M M1W 5M
a{AMR 4 OT aFM WAIM
5Tt VICTS TP051ON MWNTION
AND %V1M&Nf CONTtZOL
MANNING AND M5IGTV MANVL,
00
NO
1 48"
1`01; FIRM 1WORFMTION
ON M514N Ct31TRiA %T
G>iaP1 R 4 OT aFM WASR
%Wa5 eW9ON MVTNTiON
AOS %PIMTWCONTizOL.
/�''♦ =61'"10 �L1�'zfi3f`�1.�„