HomeMy WebLinkAboutPlan, Tentative APPLICANT 2/26/20160
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WATER DIVISION
202 SOUTH 18TH STREET
SPRINGFIELD, OREGON 97477
PHONE: 541.744.3728
FAX: 541.746.0230
CONTACT: STEVEN WAGES, PROJECT MGR.
SHEET INDEX.
SHEET
GENERAL L SHEETS
TITLE SHEET & VICINITY MAP G1
CIVIL SHEETS
EXISTING CONDITIONS PLAN
SITE & GRADING PLAN
ROAD PROFILE
EROSION CONTROL PLAN
MATER PLAN
ROAD DETAILS
STORM DETAILS
WATER DETAILS
1ESC DETAILS
TESL NOTES
SITE DETAILS
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ARCHITECT/CIVILlSTRUCTURAL
PACE ENGINEERS, INC.
5000 MEADOWS ROAD, SUITE 345
LAKE OSWEGO, OREGON 97035
PHONE: 503.597.3222
FAX: 503.597.7655
CONTACT: PATRICK MURPHY, PE SE
JIM SHAVER, PE
PROCESS ENGINEER
SPRINGFIELD UTILITY BOARD
202 S. 18th STREET
SPRINGFIELD, OREGON 97477
PHONE: 541.746.8451
FAX: 541.746.0230
CONTACT: BART McKEE, PE
ELECTRICAL ENGINEER
OS ENGINEERING
1919 LAURA STREET
SPRINGFIELD, OR 97477
PHONE: 541.393.3345
FAX: 541.505.8917
CONTACT JEFF TEEL, PE
SCHIRMER SATRE GROUP
375 W. 4TH, SUITE 201
EUGENE, OR 97401
PHONE: 541.686.4540
FAX: 541.686.4577
CONTACT: RICHARD SATRE, LA
SURVEY PROVIDED BY OTHERS:
THE BOUNDARY, TOPOGRAPHIC INFORMATION AND MAP
FEATURES SHOWN HEREON WERE PROVIDED BY THE CLIENT.
PACE CLAIMS NO RESPONSIBILITY FOR ITS ACCURACY OR
COMPLETENESS NOR ASSUMES ANY LIABILITY FOR ITS USE.
60� SUBMITTAL
THESE DOCUMENTS HAVE BEEN REVIEWED BY:
NAME: DATE:
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SITE SOIL CLASSIFICATION
SOIL TYPE 89C—NEKIA SILTY CLAY LOAM AND 89F—NEKIA SILTY CLAY LOAM.
HORIZ.0 20 40 80
Scale In Feet
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Date Received:
FEB 2 6 2016
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Scale In Feet
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SITE INFORMATION:
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PROJECT SITE AREA 403,108.31 SQUARE FEET (9.25 ACRES)
(NI; r
DISTURBED AREA 85,383.95 SQUARE FEET (.96 ACRES)
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TED CUT VOLUME 15,875 CUBIC
{ It c ,Y\ = TED FILL VOLUMEYARDS
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ESTIMA 2 9 CUBIC YARDS
f _ mA� T 15,596 CUBIC YARDS
__ _
CONSTRUCTION NOTES:
I. INSTALL 3" MIN. OF 3/4" CRUSHED GRAVEL OVER 9" OF 1-1/4"
CRUSHED GRAVEL COMPACTED TO A 95% MODIFIED PROCTOR OVER
GEOTEXTILE FABRIC,
2. REMOVE EXISTING CHAIN LINK FENCE.
3. REMOVE EXISTING CHAIN LINK GATE.
4. INSTALL NEW CATCH BASIN PER DETAIL 4-13
C7
5. INSTALL NEW 12" PVC STORM PIPE. SEE SPECIFICATIONS,
6. CONSTRUCT NEW 20' WIDE GRAVEL ROAD SEE TYPICAL ROAD
SECTION Q
C2
7, PROTECT UTILITIES IN PLACE.
8. LIMITS OF CONSTRUCTION.
9. CONSTRUCT GRASS LINED SWALE PER DETAIL 0
C11
10. INSTALL NEW MANHOLE PER DETAIL
11. INSTALL CONCRETE SIDEWALK PER DETAIL 3-12
C6
12. INSTALL COMMERCIAL DRIVEWAY APRON PER DETAIL 3-22
_ C6
13. REMOVE & REPLACE EXISTING CURB PER DETAIL 3-7
C6
14. REMOVE EXISTING GATE
15. REMOVE EXISTING ASPHALT
16. CONSTRUCT ECOLOGY BLOCK WALL
17. CONSTRUCT DRAINAGE SWALE PER DETAIL a
18. INSTALL NEW CHAIN-LINK FENCE WITH 3 STRANDS OF BARBED WIRE
ON TOP OF FENCE. MATCH EXISTING FENCE. SEE SPECIFICATIONS
AND DETAIL
19. INSTALL NEW 20' WIDE DOUBLE SWING GATE PER DETAIL C
11
r , pPROPOSED
PUMP ST TIO 801 SQUARE FEET
PROPOSED GENERATOR PAD 348 SQUARE FEET
. - - - <E -
PROPOSED APRON 329 SQUARE FEET
-�_ _ PROPOSED BLDG OVERHANGS 192 SQUARE FEET
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EXI
J y STING NORTH WATER TANK 4,172 SQUARE FEET
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EXISTING _
STING SOUTH WATER TANK 6,667 SQUARE FEET
NEW IMPERVIOUS AREA 1,670 SQUARE FEET
-µ-- __..-- '39'30;' EXISTING GRAVEL AREA 21,400 SQUARE FEET
AF-
R�822.50AREA 1,00
EXISTI TINGG PAVEMENT A 7 SQUARE FEET
L W9.94' NEW GRAVEL AREA 39,200 SQUARE FEET
Sl•31'18"w f' # ,QH NET NEW GRAVEL AREA 17,800 SQUARE FEET
606.80 - - - - - - - - !�
20. OUTLET FROM RESERVOIR OVERFLOW PIPING INTO ROAD SIDE
SWALE. INSTALL FLAPPER VALVE
20'-0"
2%
6'-0"
ENTRY ROAD LINE
TABLE
BEARING
LENGTH
L1 N50'52'43"E
25.88'
L2 N120'42'53"
33.60'
L3 N06*32'53"W
49.14'
3" MIN. OF 3/4" CRUSHED -'
GRAVEL OVER 9" 1-1/4" CRUSHED
GRAVEL COMPACTED TO
959 MODIFIED PROCTOR NOTE:
1. ACCESS ROAD TO SUPPORT 80,000 LBS.
GEOTEXTILE FABRIC
�1 T'YP' OAL ROAD SECTION _
\1"C SCALE. 1"=5'
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CURVE TABLE
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DELTA
RADIUS
LENGTH
C1
63'3536"
30.00'
33.30'
C2
06'09'44"
75.00'
8.07'
C3
1075'11"
75.00'
13.64'
C4
1 09'26'36»
75.00'
12.36'
C511'42'24"
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75.00'
15.27'
C6
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75.00'
5.84'
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GRAVEL OVER 9" 1-1/4" CRUSHED
GRAVEL COMPACTED TO
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°Q' PORTLAND CEMENT CONCRETE _PAVEMENT
P� Q�
i/2 PAVEMENT WIDTH -- --- -►z
VQ
Key Joint
CRUSHED ROCK BALLAST
12" MIN- PLACED PRIOR TO PAVING 7" (MINIMUM) PORTLAND CEMENT CONCRETE i
CITY STANDARD CURB & GUTTER
% - REFER TO STD DWG 3-5 Sar Cut I
3�
/-REFER
TIED CONTRACTION JOINT �2% MiN CROSS SLOPE CROWN 2% M-_.._._#M,.�
5% MIN REFER TO STD DWG 3-9
I -� -
4 Ye . .
n F
6 (MINIMUM) 3/4" MINUS CRUSHED ROCK
FIRM COMPACTED SUBGRADE
CONCRETE PAVEMENT JOINTING NOTES
REFER TO STANDARD DRAWING 3-9 FOR JOINTING DETAILS
i
FOR WET SOIL OR WINTER WEATHER
CONTRUCTION, OVER EXCAVATE AS DIRECTED
BY THE CITY INSPECTOR (8" MIN)
PLACE GEOTEXTILE FABRIC AND REPLACE WITH
ADDITIONAL 1 1/2" MINUS CRUSHED ROCK.
OCTOBER THROUGH MAY TYPICALLY
No_TEs
�c STRUCTURAL THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CITY INSPECTOR MAY REQUIRE
OVER EXCAVATION (8" MINIMUM) AND THE PLACEMENT OF GEOTEXTILE FABRIC AND ADDITIONAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT BASE.
�c REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTION REQUIREMENTS
* A PARABOLIC CROWN MAY BE UTILIZED ON LOCAL RESIDENTIAL STREETS. REFER TO STANDARD DRAWINGS 3-4 FOR DETAILS.
* SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE
�k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE
�k CONCRETE PAVEMENT SHALL BE 4000 PSI FIELD STRENGTH (4600 PSI LAB STRENGTH) 7.0 SACK MIX CONCRETE WITH 1 1/2" MINUS FRACTURED AGGREGATE.
PAVEMENT MIX DESIGNS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE.
CzWW"'Wm'mx J x%s - %\%% -w� wwm S\D>E`> km, %\%% `5 m CEDER -\`t4 mC
1\an a.T. _N \ ' ..\•.-_N \
INWIAI CTAT WVJ\V\`t 11V\\`1\J \C\ "II '"STOIC T VJJ\O%_T__
CURBSIDE SIDEWALK
50:1 MAX. SLOPE I S'
off= WIDTH PER PIANS (5' TYPICAL) ; 1V
�-- LOAM -Tr ukE
2" MINIMUM OF 3/4" MINUS
COMPACTED SUBGRADE COMPACTED CRUSHED ROCK
4" MINIMUM P.C. CONCRETE
SETBACK SIDEWALK
4H : 1V MAX SLOPE TO PROPERTY UNE —
D0.5m EXISTING 50:1 TYPICAL SLOPE 50:1 MAX. SLOPE
Q PAVING 6M & CANTER PLANTER STRIP WIDTH PER PLANS (4.5' 1YP#CQ SIDESMGLK WIDTH PER PLANS (5' TYPICAIJ &"
TAIA41 I 6" MINIMUM LOAM LOAM
�Q �o , tY FIRM COMPACTED SUBGRADE
2" MINIMUM OF 3/4" MINUS
CRUSHED ROCK BALLAST COMPACTED CRUSHED ROCK
PLACED PRIOR TO STREET PAVEMENT
4" MINIMUM P.C. CONCRETE
@ER PVaNS
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NOTES
�(c NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA
�Jc ALL SURFACES SHALL HAVE A BROOM FINISH.
,k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MiX CONCRETE
,k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE
DRIVEWAY (INCLUDING TRANSITION WING)
SHALL NOT CROSS PROPERTY LINE PROJECTION
- R SAWCUT 4" DEEP (MIN) AS CLOSE
TO THE CURB AS PRACTICABLE
PROPERTY UNE PROJECTION
PNNB�iEN�
_CURB REMOVAL _ _ CURB_ REPLACEMENT
FOR DRIVEWAY OR RAMP PLACEMENT WITH STANDARD CURB
4 " MAXIMUM MAXIMUM
(1) SAWCUT 4" DEEP AS CLOSE r ;; (1) SAWCUT 4" DEEP AS CLOSE
TO CURB AS PRACTICABLE I TO CURB AS PRACTICABLE
'aPPREXISTING
EX($j�NG •GU1`TfiR BAR AOACH a GUTTER BAR
(2) BR ASC (2) BREAK
(3) REMOVE CURB (3) REMOVE APPROACH
DRILL 3/4" x 4 1/2" HOLES INTO EXISTING
GUTTER BAR 24" O.C. - FILL HOLE WITH EPDXY
CONTRACTION JOINT AND INSERT 8" LONG #5 REBAR INTO HOLE
3/4" LIP IF REQ'D) PRIOR TO POURING NEW CURB.
APPROACH � EXISTING . EXISTING
GUTTER BAR t a GUTTER BAR
....NOTES
�(c EXISTING GUTTER BAR SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL BY THE CiTY
�c CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT
�k ALTERNATIVELY, CURB CUTS MAY BE SAWED USING THE "PRECISION CUT" METHOD OR EQUIVALENT
* SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MiX CONCRETE
�k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE
DEDICATE RIGHT OF WAY AS
NECESSARY TO CONTAIN
oN SEF£ DRAINAGE SHALL PEDESTRIAN PATH
FLOW ONTO PROPERTY
DNmNEwalc N\DI\ 8" THICK 3500 PSI FIELD STRENGTH
�Ezo�Fcc\o\� of (4025 PSI LAB STRENGTH) 6.3 SACK
PROPER�`t \SNE MIX REINFORCED CONCRETE ON 2" OF
A - - - - -- COMPACTED 3/4" MINUS CRUSHED ROCK
,i
A\\
\. 1 ; `e t.si ll�L.�Q lit ;vi
W • \' - `\ A ? �$ 1 RAMP SLOPE
1 ►��� `• ` ` t `• : 'i, 5 !1�\H ' 12:1 ?l'PLCAL
� 3L4• � --�"C}3Ct8 k. CARER
i Iva 1 Vi\DDA,
�\ 6 %4 FC mm - 35
A
1 FZ ummuUM
kn-\ EXZENO
\3E`(OND PROJECT\CSN OF PROPER-�`t UNE
SECTION A — A
12:1 TYPICAL 50:1 MAX SLOPE 8" THICK 3500 PSI FIELD STRENGTH
5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK
3%4" ttP MiX REINFORCED CONCRETE
°• ° " a a 4 REBAR - 12" ON CENTER
BOTH WAYS PLACED 2"
ABOVE THE BOTTOM OF SLAB
I 1 ' 2" OF 3/4" MINUS
_, , ,•._. i_. __ -; t - i COMPACTED CRUSHED ROCK
NOTES
NO FXM ' (fff HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J- BOXES, ETC.) SHALL BE PERMITIED VIIIA THE APRON OR RAMP AREA
* DRIVEWAY {THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MAXIMUM) IN ACCORDANCE WITH CiTY PERMITS.
�c ALL SURFACES SHALL HAVE A BROOM FINISH.
REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS
�c CONCRETE WITHIN APPROACH SHAD. BE 8" THICK (MiN) CONCRETE ON 2' OF 3/4" MINUS CRUSHED ROCK.
REINFORCEMENT LS REQUIRED. USE #4 REBAR - 12" ON CENTER - BOTH WAYS - PLACED 2" ABOVE THE BOTTOM OF THE SLAB
* A CONTRACTION (SCORE) JORA SHALL BE ADDED IN THE CENTER OF THE APRON.
*
SIDEWALKS. ACCESS RAMPS. AND RESIIDENTIAIL DRIVEWAYS SHALL BE 30DO PSI FiELD STRENGTH (3450 PSI LAB SiREFIGTH) 6.0 SACK MiX CONCRETE
*
CURBS & COMMERCIAL DRIVEWAYS SHALL BE = PSI FOLD STRENGTH (4025 PSi LAB STRENGTH) 6.3 SACK MIX CONCRETE
SIDEWALK ACCESS RAMP NOTES
THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP.
ASPHALT
CONCRETE PAVEMENT
STmmmW
DRAWING
3-10
M ~
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tUn
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LIN �mmm
GOM
o
--- - — ------
1/2 PAVEMENT WIDTH
- -►
tB
OW-
=a.
Z
12" MIN-►
CRUSHED ROCK BALLAST
PLACED PRIOR TO PAVING
4" (MINIMUM) ASPHALT CONCRETE
2" THICK CLASS 'C' WEARING COURSE
OVER CLASS 'B' BASE COURSE(S)
I M
{
CITY STANDARD CURB & GUTTER
f—
1
}
REFER TO STD DWG 3-5
PLACED IN 2" - 3" LIFTS
2�-2% CAIN CROSS SLOPE
CROWN2%Mi,,M,-�
f
MIN
' j U
~�
i
CL
-
12" (MINIMUM) 1 1/2" MINUS CRUSHED ROCK
FOR WET SOIL OR WINTERWEATHER
FIRM COMPACTED SUBGRADE
CONTRUCTSON, OVER EXCAVATE
E VATE AS DIRECTED
BY THE CITY INSPECTOR (8" MIN)
PLACE GEOTEXTILE FABRIC AND REPLACE WITH
ADDITIONAL 1 1/2" MINUS CRUSHED ROCK.
OCTOBER THROUGH MAY TYPICALLY
°Q' PORTLAND CEMENT CONCRETE _PAVEMENT
P� Q�
i/2 PAVEMENT WIDTH -- --- -►z
VQ
Key Joint
CRUSHED ROCK BALLAST
12" MIN- PLACED PRIOR TO PAVING 7" (MINIMUM) PORTLAND CEMENT CONCRETE i
CITY STANDARD CURB & GUTTER
% - REFER TO STD DWG 3-5 Sar Cut I
3�
/-REFER
TIED CONTRACTION JOINT �2% MiN CROSS SLOPE CROWN 2% M-_.._._#M,.�
5% MIN REFER TO STD DWG 3-9
I -� -
4 Ye . .
n F
6 (MINIMUM) 3/4" MINUS CRUSHED ROCK
FIRM COMPACTED SUBGRADE
CONCRETE PAVEMENT JOINTING NOTES
REFER TO STANDARD DRAWING 3-9 FOR JOINTING DETAILS
i
FOR WET SOIL OR WINTER WEATHER
CONTRUCTION, OVER EXCAVATE AS DIRECTED
BY THE CITY INSPECTOR (8" MIN)
PLACE GEOTEXTILE FABRIC AND REPLACE WITH
ADDITIONAL 1 1/2" MINUS CRUSHED ROCK.
OCTOBER THROUGH MAY TYPICALLY
No_TEs
�c STRUCTURAL THICKNESS IDENTIFIED ON THESE SECTIONS ARE THE MINIMUMS FOR DRY FIRMLY COMPACTED SUBGRADE. THE CITY INSPECTOR MAY REQUIRE
OVER EXCAVATION (8" MINIMUM) AND THE PLACEMENT OF GEOTEXTILE FABRIC AND ADDITIONAL CRUSHED ROCK TO ENSURE A FIRM PAVEMENT BASE.
�c REFER TO SPRINGFIELD STANDARD SPECIFICATIONS FOR ROADWAY STRUCTURE COMPACTION REQUIREMENTS
* A PARABOLIC CROWN MAY BE UTILIZED ON LOCAL RESIDENTIAL STREETS. REFER TO STANDARD DRAWINGS 3-4 FOR DETAILS.
* SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE
�k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE
�k CONCRETE PAVEMENT SHALL BE 4000 PSI FIELD STRENGTH (4600 PSI LAB STRENGTH) 7.0 SACK MIX CONCRETE WITH 1 1/2" MINUS FRACTURED AGGREGATE.
PAVEMENT MIX DESIGNS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE SCHEDULED PAVING DATE.
CzWW"'Wm'mx J x%s - %\%% -w� wwm S\D>E`> km, %\%% `5 m CEDER -\`t4 mC
1\an a.T. _N \ ' ..\•.-_N \
INWIAI CTAT WVJ\V\`t 11V\\`1\J \C\ "II '"STOIC T VJJ\O%_T__
CURBSIDE SIDEWALK
50:1 MAX. SLOPE I S'
off= WIDTH PER PIANS (5' TYPICAL) ; 1V
�-- LOAM -Tr ukE
2" MINIMUM OF 3/4" MINUS
COMPACTED SUBGRADE COMPACTED CRUSHED ROCK
4" MINIMUM P.C. CONCRETE
SETBACK SIDEWALK
4H : 1V MAX SLOPE TO PROPERTY UNE —
D0.5m EXISTING 50:1 TYPICAL SLOPE 50:1 MAX. SLOPE
Q PAVING 6M & CANTER PLANTER STRIP WIDTH PER PLANS (4.5' 1YP#CQ SIDESMGLK WIDTH PER PLANS (5' TYPICAIJ &"
TAIA41 I 6" MINIMUM LOAM LOAM
�Q �o , tY FIRM COMPACTED SUBGRADE
2" MINIMUM OF 3/4" MINUS
CRUSHED ROCK BALLAST COMPACTED CRUSHED ROCK
PLACED PRIOR TO STREET PAVEMENT
4" MINIMUM P.C. CONCRETE
@ER PVaNS
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NOTES
�(c NO ABOVEGROUND FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J -BOXES, ETC.) SHALL BE PERMITTED WITHIN THE SIDEWALK AREA
�Jc ALL SURFACES SHALL HAVE A BROOM FINISH.
,k SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MiX CONCRETE
,k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE
DRIVEWAY (INCLUDING TRANSITION WING)
SHALL NOT CROSS PROPERTY LINE PROJECTION
- R SAWCUT 4" DEEP (MIN) AS CLOSE
TO THE CURB AS PRACTICABLE
PROPERTY UNE PROJECTION
PNNB�iEN�
_CURB REMOVAL _ _ CURB_ REPLACEMENT
FOR DRIVEWAY OR RAMP PLACEMENT WITH STANDARD CURB
4 " MAXIMUM MAXIMUM
(1) SAWCUT 4" DEEP AS CLOSE r ;; (1) SAWCUT 4" DEEP AS CLOSE
TO CURB AS PRACTICABLE I TO CURB AS PRACTICABLE
'aPPREXISTING
EX($j�NG •GU1`TfiR BAR AOACH a GUTTER BAR
(2) BR ASC (2) BREAK
(3) REMOVE CURB (3) REMOVE APPROACH
DRILL 3/4" x 4 1/2" HOLES INTO EXISTING
GUTTER BAR 24" O.C. - FILL HOLE WITH EPDXY
CONTRACTION JOINT AND INSERT 8" LONG #5 REBAR INTO HOLE
3/4" LIP IF REQ'D) PRIOR TO POURING NEW CURB.
APPROACH � EXISTING . EXISTING
GUTTER BAR t a GUTTER BAR
....NOTES
�(c EXISTING GUTTER BAR SHALL NOT BE REMOVED WITHOUT PRIOR APPROVAL BY THE CiTY
�c CURB CUT WIDTH SHALL BE IN ACCORDANCE WITH PERMIT
�k ALTERNATIVELY, CURB CUTS MAY BE SAWED USING THE "PRECISION CUT" METHOD OR EQUIVALENT
* SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MiX CONCRETE
�k CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE
DEDICATE RIGHT OF WAY AS
NECESSARY TO CONTAIN
oN SEF£ DRAINAGE SHALL PEDESTRIAN PATH
FLOW ONTO PROPERTY
DNmNEwalc N\DI\ 8" THICK 3500 PSI FIELD STRENGTH
�Ezo�Fcc\o\� of (4025 PSI LAB STRENGTH) 6.3 SACK
PROPER�`t \SNE MIX REINFORCED CONCRETE ON 2" OF
A - - - - -- COMPACTED 3/4" MINUS CRUSHED ROCK
,i
A\\
\. 1 ; `e t.si ll�L.�Q lit ;vi
W • \' - `\ A ? �$ 1 RAMP SLOPE
1 ►��� `• ` ` t `• : 'i, 5 !1�\H ' 12:1 ?l'PLCAL
� 3L4• � --�"C}3Ct8 k. CARER
i Iva 1 Vi\DDA,
�\ 6 %4 FC mm - 35
A
1 FZ ummuUM
kn-\ EXZENO
\3E`(OND PROJECT\CSN OF PROPER-�`t UNE
SECTION A — A
12:1 TYPICAL 50:1 MAX SLOPE 8" THICK 3500 PSI FIELD STRENGTH
5' MIN 5' MIN. (4025 PSI LAB STRENGTH) 6.3 SACK
3%4" ttP MiX REINFORCED CONCRETE
°• ° " a a 4 REBAR - 12" ON CENTER
BOTH WAYS PLACED 2"
ABOVE THE BOTTOM OF SLAB
I 1 ' 2" OF 3/4" MINUS
_, , ,•._. i_. __ -; t - i COMPACTED CRUSHED ROCK
NOTES
NO FXM ' (fff HYDRANTS, POWER POLES, CATCH BASINS, VALVES, J- BOXES, ETC.) SHALL BE PERMITIED VIIIA THE APRON OR RAMP AREA
* DRIVEWAY {THROAT) WIDTH SHALL BE BETWEEN 24 FEET (MINIMUM) AND 35 FEET (MAXIMUM) IN ACCORDANCE WITH CiTY PERMITS.
�c ALL SURFACES SHALL HAVE A BROOM FINISH.
REFER TO STANDARD DRAWING 3 -XX FOR CURB CUT DETAILS
�c CONCRETE WITHIN APPROACH SHAD. BE 8" THICK (MiN) CONCRETE ON 2' OF 3/4" MINUS CRUSHED ROCK.
REINFORCEMENT LS REQUIRED. USE #4 REBAR - 12" ON CENTER - BOTH WAYS - PLACED 2" ABOVE THE BOTTOM OF THE SLAB
* A CONTRACTION (SCORE) JORA SHALL BE ADDED IN THE CENTER OF THE APRON.
*
SIDEWALKS. ACCESS RAMPS. AND RESIIDENTIAIL DRIVEWAYS SHALL BE 30DO PSI FiELD STRENGTH (3450 PSI LAB SiREFIGTH) 6.0 SACK MiX CONCRETE
*
CURBS & COMMERCIAL DRIVEWAYS SHALL BE = PSI FOLD STRENGTH (4025 PSi LAB STRENGTH) 6.3 SACK MIX CONCRETE
SIDEWALK ACCESS RAMP NOTES
THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP.
NOTE:
CONFINE DRIVEWAY WiTHIN LINES
PERMISSIBLE TO PLACE EITHER PERPENDICULAR TO CURB LINE AND
A.C. OR P.C. CONCRETE. PASSING THROUGH LOT CORNERS.
AAI.' \\ _PRUM LK
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£ u
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Cin
am-- E7BSI11C C/6 OR TO K CW= = V= =MY
PAY= f
COMMERCIAL DRIVEWAY
35 FOOT MAXIMUM
CONSTRUCTING THE DRIVEWAY APPROACH
I. W SIDEWALK EX15TS, ROM AND REPLACE A SWRABLE AMOLRiT OF
WALK TO MEET THE DRIVEWAY GRADE. MAXIMUM SIDEWALK SLOPE IS 12:1
2 E%�TW SDEWALK TO BE SAWWT AND EXPANSION JWM PLACED CONCRETE STRENGTH
RELWEEN THE NEW AND DOM SIDEWALK FIELD STRENGTH LAB STRENGTH
3000 PSI 3450 PSI
3. IF IN CONAUNCt10N WITH SIDEWALK CXIIISIRUCLION, DRIVEWAY SHALL 3500 PSI 4025 PSI
MEET SIDEWAIX GRADE.
4. IF FURK SIDEVALKS ARE TO BE BALI, THE DRIVEWAY APPROACH SHALL.
BE CONSiRUCim TO THE EDGE OF THE RJTIRtE SIDEWALK WARESi THE
PROPERTY LRE AND TO THE FOTURE SIDEWALK GRADE.
5. PORTLAND CEMENT CONE DRIVEWAY APPROACH TO BE PLACED AT
THE MrABLIStED GRADE SET BY THE ENGINEEIL
DRIVEWAY
mgr
01111000
SIDEWALK
8" MIN.THI '
. 3500 PSI FIELD
2" MIN. COMPAC
"- V C.R.
CUttEk 1 3/4" IF
TRANSITIONS
6' MINIMUM
_ __._.--_-_-_-_PruE.-•-------------
INDUSTRIAL
REINFORCED
#4 BARS ON 12" CENTERS
BOTH WAYS Y ABOVE BOTTOM OF SLAB
OR
2 LAYERS OF 66X6X10 WELDED
WIRE MESH.
NO REMIZIN DATE BY
< •CURBSIDE
COMMERCIAL DRIVEWAY APRON
SIDEWALK
Al Peroaka City EveneeT 2m
STmmmW
DRAWING
3-10
M ~
���
tUn
LIN �mmm
NOTE:
CONFINE DRIVEWAY WiTHIN LINES
PERMISSIBLE TO PLACE EITHER PERPENDICULAR TO CURB LINE AND
A.C. OR P.C. CONCRETE. PASSING THROUGH LOT CORNERS.
AAI.' \\ _PRUM LK
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�- � ___-� :,� • •6.: TF(! P.C:THRC+I�I�•10 :a -r . � • .
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Y C.R. IIS 3/r-
Cin
am-- E7BSI11C C/6 OR TO K CW= = V= =MY
PAY= f
COMMERCIAL DRIVEWAY
35 FOOT MAXIMUM
CONSTRUCTING THE DRIVEWAY APPROACH
I. W SIDEWALK EX15TS, ROM AND REPLACE A SWRABLE AMOLRiT OF
WALK TO MEET THE DRIVEWAY GRADE. MAXIMUM SIDEWALK SLOPE IS 12:1
2 E%�TW SDEWALK TO BE SAWWT AND EXPANSION JWM PLACED CONCRETE STRENGTH
RELWEEN THE NEW AND DOM SIDEWALK FIELD STRENGTH LAB STRENGTH
3000 PSI 3450 PSI
3. IF IN CONAUNCt10N WITH SIDEWALK CXIIISIRUCLION, DRIVEWAY SHALL 3500 PSI 4025 PSI
MEET SIDEWAIX GRADE.
4. IF FURK SIDEVALKS ARE TO BE BALI, THE DRIVEWAY APPROACH SHALL.
BE CONSiRUCim TO THE EDGE OF THE RJTIRtE SIDEWALK WARESi THE
PROPERTY LRE AND TO THE FOTURE SIDEWALK GRADE.
5. PORTLAND CEMENT CONE DRIVEWAY APPROACH TO BE PLACED AT
THE MrABLIStED GRADE SET BY THE ENGINEEIL
DRIVEWAY
mgr
01111000
SIDEWALK
8" MIN.THI '
. 3500 PSI FIELD
2" MIN. COMPAC
"- V C.R.
CUttEk 1 3/4" IF
TRANSITIONS
6' MINIMUM
_ __._.--_-_-_-_PruE.-•-------------
INDUSTRIAL
REINFORCED
#4 BARS ON 12" CENTERS
BOTH WAYS Y ABOVE BOTTOM OF SLAB
OR
2 LAYERS OF 66X6X10 WELDED
WIRE MESH.
NO REMIZIN DATE BY
CITY OF SPRINGFIELD
DEPT. OF PUBLIC WORKS
s = �, OR Orr
COMMERCIAL /INDUSTRIAL
P.C. CONCRETE
DRIVEWAY APPROACHES
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DRAWING NUMBER
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"BICYCLE PROOF"
GRATE FRAME
AS APPROVED BY ENGINEER.
PLAN
16 3/4'
-
SIDE SLOPES 2.1
J
2" X 2" X 1/2" 2"
2 X MILD A - - - - - - A
" V
MILD STEEL ANGLE STEEL R 3' DITCH
BOTTOM
Ll L� 111, 1 16 1/4-
FABRICATED STEEL FRAME
GRATE FRAME AND
4—
VARI ABLE
INITIAL SAWCUT
PRIOR
0R TRENCH
EXCAVATION
SECONDARY SAWCUT
PRIOR TO MATCH EXISTING THICKNESS
RESURFACING4" MINIMUM DOWELS
TRENCH 6 CONCRETE PAVEMENT 12: #5 REBAR
CONCRETE-,, 18 D .0 .
A.C.MIN
MIN
'IMPORTED COMPACTE
GRANULAR GRANULAR
BACKFILL BACKFILL
CUTS CROSSING THE STREET OR WITHIN THE TRAVEL LANES MUST
BE BACKFILLED WITH CONTROLLED DENSITY FILL (CDF)
T A T 8
ASPHALT PAVED STREETS CONCRETE PAVED STREETS
4' - 3/4"- 0" C.R. 4* THICK
P.C.
8" 1 1/2"- 0" C.R.3�4- 0" COMPACTED C.R.
M
Lfj 2 MINIMUM
SECTION A -A SECTION 13- B
IV)
C S224
I I I MINIMUM
FRAME
SURROUNDING CUT ON SCRIBE
GROUND COMPACTED LINES OR REMOVE TO
6- 1 31" S NG a GRATE GRANULAR -901. EXPANSION JOINT
46- 16 6 61. IMPORTED *IMPORTED
BACKFILL COMPACTED >
38" 43" 300 GRANULAR
W) BACKFILL
SLOPE 10$1
T C
AREA DRAIN CATCH BASIN OUTL T PIP T D
MEN 8 -ZONC. W SIDEWALK AREAS
& -i 1 11 1 UNPAVED STREETS AND ALLEYS
'C *UT C
UES
EXPANSION MINIMUM
PORTED
COMPACTED
GRANULAR
BACKFILL BGA JK
Ls- 01
4 }GRATE I FRAME AND GRATE Ly d'i-w2,73/a -.;e
I" REPLACE SOD OR SEED
F A u. IL 7 -j MOUND MATERIAL OVER TRENCH 39 UTO ALLOW FOR SETTLEMENT
I I I ALL CONSTRUCTION 24"46" LOAM - MINIMUM
-JOINTS SHALL BE MORTARED
'
36"---w
4- COMPACTED % NEAT CUT
NATIVE
OUTLET
B-1' MATERIAL
T E
UNTRAVELED AREAS (LAWN)
6-1 16" 6-1- _L6"- 31" 1 6"
STREET DRAIN CATCH BASIN
r111
R..,S,,,'
DATE
BY iAPPR.
CITY OF SPRINGFIELD
DEPT. OF PUBLIC WORKS
225 FIFTH STREET
SPRINGFIELD, OR. 97477
CATCH BASIN
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SHALL BE: 4" MINIMUMSTEEL BAR
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PLASTIC PIPE PERFORATED PIPE
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NOTE= CONCRETE INLETTYPE-D, ALSO FRAME a GRATE
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STANDARD
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2 GRANULAR MATERIAL AS DIRECTED BY THE ENGINEER
3 CONSTRUCT PIPE BEDDING AS SHOWN ON STD. DWG. 4-1
4 SEE SPECIFICATIONS, SECTION 405, BACKFILL: NATIVE AND IMPORTED
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3 CONSTRUCT PIPE BEDDING AS SHOWN ON STD. DWG. 4-1
4 SEE SPECIFICATIONS, SECTION 405, BACKFILL: NATIVE AND IMPORTED
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MINIMUM 12"
SEPARATION BETWEEN
WATER AND OTHER
DUCTS. NO DUCTS
MAY BE PLACED
ABOVE WATERLINE
EXCEPT WHERE
INDICATED ON THE
PLAN.
TRENCH WIDTH
VARIES
i Y Y Y
d }
� ALL PIPE TRENCHING SHALL
"VN'k BE BACKFILLED WITH
A � ,r ' ,Yi COMPACTED %"-0" CRUSHED
AGGREGATE TO SUBGRADE
Vf
i
,t
M ,
6"
(3) 2"
MIN. POWER
2" FIBER CONDUITS
CONDUIT
(D -E
ntlt f ACS
i
NOTE:
THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMATIONAL
PURPOSES ONLY AND MAY NOT BE COMPLETE. IT IS THE CONTRACTORS
RESPONSIBILITY TO ENSURE THAT ANY INSTALLATION PERFORMED MEETS THE
REQUIREMENTS SET FORTH IN THE STANDARD CONSTRUCTION SPECIFICATIONS AND
ANY OTHER APPLICABLE STANDARD.
SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATION REFERENCES:
POLYETHYLENE(PE) PIPE AND SERVICE TUBING 3f4 INCH, 1 INCH. AND 2 INCH: W-401.02.02
POLYETHYLENE (PE). 3/4 INCH AND LARGER ELECTROFUSION FITTINGS: W -401.02.04D
SERVICE SADDLES: W-401.02.05
VALVE BOX LIDS: W -401.02.08G1
VALVE BOX INSERT. W -401.02.08G3
SCREWED JOINTS: W -401.03.09E
ADJUSTABLE VALVE BOXES: W -401.02.08G
VALVE BOX RING: W -401.02.08G2
FLANGED JOINTS: W -401.03.09A
VALVES AND VALVE TILES: W -401.03.10C
RESILIENT—SEATED GATE VALVES: W -401.02.08C TRACER WIRE: W -401.02.02H & W-401.03.101
COMBINATION AIR VALVES: W -401.02.08H
MATERIAL LIST
No.
QUAN.
PART No.
PART
1
2
519-2000
2" x 6" BRASS NIPPLE
2
1
519-2010
2" BRASS COUPLER
3
1
519-2090
2" 90° BRASS BEND
4
1
546-0200
2" SQ. NUT GATE VALVE
5
LF
567-0200
2" POLY PIPE
6
2
574-0200
2" FUSION COUPLING
7
2
574-0210
2" FUSION ADAPTER
8
1
574-2090
2" 90° FUSION BEND
9
1
S91---20
_ _ x 2" SERVICE SADDLE
10
1
597-8000
8" VALVE TILE LID
11
1
597-8010
8" VALVE TILE INSERT
12
13
1
NONSTOCK
2" COMBINATION AIR VALVE
14
LF
NONSTOCK
8" VALVE TILE
15
LF
NONSTOCK
TRACER WIRE
16
1
NONSTOCK
GRANITE PENCELL PLASTICS AGLPNS-1230
"WATER" BOX
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STANDARD STRENGTH
FILTER FABRIC GRATE
f 1=111
a" TYP. 6" TYP.
-
-- CATCH BASIN
a
Illlllll
- a-„ Illlllll
NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE
TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES.
1
SOLID
WALLS
1
1
I
f
l
I
FILTER FABRIC PROTECTION
CATCH BASIN
GRATE
�llllll 4 illi
a'
OVERFLOW 11 V
!f l li 1 I ' a d. f! I I
--lll a FILTER MEDIA
I I i i 1 i FOR DEWATERING B } il i
fljilll�d-:. - . -a.• iilf
d POROUS BOTTOM 1----I
NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F.
OF STORAGE. THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN
BE EASILY MAINTAINED.
CATCH BASIN INSERT
GENERAL NOTES:
1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED
IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE
DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE.
2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS
FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE
CLEANED OR REPLACED AT LEAST MONTHLY.
3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE
MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL
SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY.
PERMITTEE'S SITE INSPECTOR:
SPRINGFIELD UTILITY BOARD
WATER DIVISION
202 SOUTH 18TH STREET
SPRINGFIELD, OR 97477
PH 541-744-3728
FX 541-746-3728
STEVEN WAGES, PROJECT MANAGER
STEVEN W@SUBU TIL.COM
INSPECTION FREQUENCY
SITE CONDITION MINIMUM FREQUENCY
1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF,
INCLUDING RUNOFF FROM SNOWMENT
IS OCCURRING.
2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND
INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN
OF SITE INACCSSIBILITY WORKING ORDER. ANY NECESSARY
MAINTENANCE AND REPAIR MUST BE MADE
PRIOR TO SEAVING THE SITE.
3. INACTIVE PERIODS GREATER ONCE EVERY TWO (2) WEEKS.
THAN SEVEN (7) CONSECUTIVE
CALENDAR DAYS
4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST
THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND
TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR
DOWNSTREAM LOCATION
HOLD A PRE -CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT
INCLUDES THE EC INSPECTOR.
ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT
REQUIREMENTS.
INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT
REQUIREMENTS.
CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE
FORM OF AN ACTION PLAN.
THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT.
THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE
COMPLIANCE NTH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR
OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS
PLAN.
SUBGRADE
REINFORCEMENT
GEOTEXTILE, AS
REQUIRED
8" MIN.
DEPTH
*20' MIN. WIDITH
�
QUO Pvlc�,5 tiP
\N
FILTER FABRIC MATERIAL
36" WIDE ROLLS
Im
II�!W 1L�LL-!IL .tom--u.-.�-!11�!11�1 Iii L'i.lt.1�.11��1C��.ii.��.It.��.Il.i�.11.nJL11.11.11.1L�111.�
FRONT VIEW
' ` _rITCHED LOOPS
"x2" POSTS
r r.
NOTES:
1. BURY BOTTOM OF FILTER FABRIC 6"
VERTICALLY BELOW FINISHED GRADE.
2. 2"x2" FIR, PINE OR STEEL FENCE POSTS.
3. POSTS TO BE INSTALLED ON UPHILL SIDE
OF SLOPE.
4. COMPACT BOTH SIDES OF FILTER FABRIC
TRENCH.
3 81LT FENCING
C9 N.T s.
PRE -CONSTRUCTION, CLEARING., AND DEMOLITION NOTES:
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL,
GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND
APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION
ACTIVITIES.
2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS
CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW
WATTLES, OR OTHER APPROVED MATERIALS.
3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND
RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE
CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY
VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR
BEYOND THE CONSTRUCTION BARRIER.
4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING,
MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE
DURATION OF THE PROJECT.
5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO
BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF
CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK
DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION.
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 DAYS, BEFORE COMMENCING AN EXCAVATION. CALL
503-246-6699.
Ilk
xi
r
MASS UTILITY STREET FINAL WET WEATHER
(OCT.1-
CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST)
EROSION PREVENTION NIA
PRESERVE NATURAL VEGETATION
GROUND COVER X
HYDRAULIC APPLICATIONS X
PLASTIC SHEETING
MATTING
DUST CONTROL X X X X
TEMPORARY/ PERMANENT SEEDING X
BUFFER ZONE
OTHER:
SEDIMENT CONTROL
SEDIMENT FENCE (PERIMETER) ** X X X
SEDIMENT FENCE (INTERIOR)
STRAW WATTLES
FILTER BERM
INLET PROTECTION ** X X X X
DEWATERING
SEDIMENT TRAP
OTHER:
RUN OFF CONTROL
CONSTRUCTION ENTRANCE ** X X X
PIPE SLOPE DRAIN
OUTLET PROTECTION X X
SURFACE ROUGHENING X
CHECK DAMS
OTHER:
POLLUTION PREVENTION
PROPER SIGNAGE X X X X
HAZ WASTE MGMT X X X X
SPILL KIT ON-SITE X X X X
CONCRETE WASHOUT AREA X
OTHER:
* SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY,
BMP IMPLEMENTATION:
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT
CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE,
FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND
AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO
BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE.
3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO
ORIGINAL GROUND AFTER COMPLETION OF WORK.
4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE
INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS
SHOWN ON THESE PLANS,
5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL
BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1.
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NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F.
OF STORAGE. THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN
BE EASILY MAINTAINED.
CATCH BASIN INSERT
GENERAL NOTES:
1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED
IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE
DISPOSED OF AS FILL ON-SITE OR HAULED OFF-SITE.
2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS
FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE
CLEANED OR REPLACED AT LEAST MONTHLY.
3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE
MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL
SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY.
PERMITTEE'S SITE INSPECTOR:
SPRINGFIELD UTILITY BOARD
WATER DIVISION
202 SOUTH 18TH STREET
SPRINGFIELD, OR 97477
PH 541-744-3728
FX 541-746-3728
STEVEN WAGES, PROJECT MANAGER
STEVEN W@SUBU TIL.COM
INSPECTION FREQUENCY
SITE CONDITION MINIMUM FREQUENCY
1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF,
INCLUDING RUNOFF FROM SNOWMENT
IS OCCURRING.
2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND
INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN
OF SITE INACCSSIBILITY WORKING ORDER. ANY NECESSARY
MAINTENANCE AND REPAIR MUST BE MADE
PRIOR TO SEAVING THE SITE.
3. INACTIVE PERIODS GREATER ONCE EVERY TWO (2) WEEKS.
THAN SEVEN (7) CONSECUTIVE
CALENDAR DAYS
4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST
THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND
TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR
DOWNSTREAM LOCATION
HOLD A PRE -CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT
INCLUDES THE EC INSPECTOR.
ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT
REQUIREMENTS.
INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT
REQUIREMENTS.
CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE
FORM OF AN ACTION PLAN.
THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT.
THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE
COMPLIANCE NTH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR
OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS
PLAN.
SUBGRADE
REINFORCEMENT
GEOTEXTILE, AS
REQUIRED
8" MIN.
DEPTH
*20' MIN. WIDITH
�
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\N
FILTER FABRIC MATERIAL
36" WIDE ROLLS
Im
II�!W 1L�LL-!IL .tom--u.-.�-!11�!11�1 Iii L'i.lt.1�.11��1C��.ii.��.It.��.Il.i�.11.nJL11.11.11.1L�111.�
FRONT VIEW
' ` _rITCHED LOOPS
"x2" POSTS
r r.
NOTES:
1. BURY BOTTOM OF FILTER FABRIC 6"
VERTICALLY BELOW FINISHED GRADE.
2. 2"x2" FIR, PINE OR STEEL FENCE POSTS.
3. POSTS TO BE INSTALLED ON UPHILL SIDE
OF SLOPE.
4. COMPACT BOTH SIDES OF FILTER FABRIC
TRENCH.
3 81LT FENCING
C9 N.T s.
PRE -CONSTRUCTION, CLEARING., AND DEMOLITION NOTES:
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL,
GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND
APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION
ACTIVITIES.
2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS
CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW
WATTLES, OR OTHER APPROVED MATERIALS.
3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND
RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE
CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY
VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR
BEYOND THE CONSTRUCTION BARRIER.
4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING,
MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE
DURATION OF THE PROJECT.
5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO
BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF
CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK
DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION.
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 DAYS, BEFORE COMMENCING AN EXCAVATION. CALL
503-246-6699.
Ilk
xi
r
MASS UTILITY STREET FINAL WET WEATHER
(OCT.1-
CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST)
EROSION PREVENTION NIA
PRESERVE NATURAL VEGETATION
GROUND COVER X
HYDRAULIC APPLICATIONS X
PLASTIC SHEETING
MATTING
DUST CONTROL X X X X
TEMPORARY/ PERMANENT SEEDING X
BUFFER ZONE
OTHER:
SEDIMENT CONTROL
SEDIMENT FENCE (PERIMETER) ** X X X
SEDIMENT FENCE (INTERIOR)
STRAW WATTLES
FILTER BERM
INLET PROTECTION ** X X X X
DEWATERING
SEDIMENT TRAP
OTHER:
RUN OFF CONTROL
CONSTRUCTION ENTRANCE ** X X X
PIPE SLOPE DRAIN
OUTLET PROTECTION X X
SURFACE ROUGHENING X
CHECK DAMS
OTHER:
POLLUTION PREVENTION
PROPER SIGNAGE X X X X
HAZ WASTE MGMT X X X X
SPILL KIT ON-SITE X X X X
CONCRETE WASHOUT AREA X
OTHER:
* SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY,
BMP IMPLEMENTATION:
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT
CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE,
FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND
AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO
BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE.
3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO
ORIGINAL GROUND AFTER COMPLETION OF WORK.
4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE
INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS
SHOWN ON THESE PLANS,
5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL
BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1.
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HOLD A PRE -CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT
INCLUDES THE EC INSPECTOR.
ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT
REQUIREMENTS.
INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT
REQUIREMENTS.
CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE
FORM OF AN ACTION PLAN.
THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT.
THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE
COMPLIANCE NTH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR
OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS
PLAN.
SUBGRADE
REINFORCEMENT
GEOTEXTILE, AS
REQUIRED
8" MIN.
DEPTH
*20' MIN. WIDITH
�
QUO Pvlc�,5 tiP
\N
FILTER FABRIC MATERIAL
36" WIDE ROLLS
Im
II�!W 1L�LL-!IL .tom--u.-.�-!11�!11�1 Iii L'i.lt.1�.11��1C��.ii.��.It.��.Il.i�.11.nJL11.11.11.1L�111.�
FRONT VIEW
' ` _rITCHED LOOPS
"x2" POSTS
r r.
NOTES:
1. BURY BOTTOM OF FILTER FABRIC 6"
VERTICALLY BELOW FINISHED GRADE.
2. 2"x2" FIR, PINE OR STEEL FENCE POSTS.
3. POSTS TO BE INSTALLED ON UPHILL SIDE
OF SLOPE.
4. COMPACT BOTH SIDES OF FILTER FABRIC
TRENCH.
3 81LT FENCING
C9 N.T s.
PRE -CONSTRUCTION, CLEARING., AND DEMOLITION NOTES:
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL,
GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND
APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION
ACTIVITIES.
2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS
CONSTRUCTED OUT OF MULCH, CHIPPINGS, OR OTHER SUITABLE MATERIAL, STRAW
WATTLES, OR OTHER APPROVED MATERIALS.
3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND
RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE
CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY
VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR
BEYOND THE CONSTRUCTION BARRIER.
4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL
MEASURES INCLUDING, BUT NOT LIMITED TO, STREET SWEEPING, AND VACUUMING,
MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE
DURATION OF THE PROJECT.
5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO
BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN-ON AND RUN-OFF
CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK
DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION.
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 DAYS, BEFORE COMMENCING AN EXCAVATION. CALL
503-246-6699.
Ilk
xi
r
MASS UTILITY STREET FINAL WET WEATHER
(OCT.1-
CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST)
EROSION PREVENTION NIA
PRESERVE NATURAL VEGETATION
GROUND COVER X
HYDRAULIC APPLICATIONS X
PLASTIC SHEETING
MATTING
DUST CONTROL X X X X
TEMPORARY/ PERMANENT SEEDING X
BUFFER ZONE
OTHER:
SEDIMENT CONTROL
SEDIMENT FENCE (PERIMETER) ** X X X
SEDIMENT FENCE (INTERIOR)
STRAW WATTLES
FILTER BERM
INLET PROTECTION ** X X X X
DEWATERING
SEDIMENT TRAP
OTHER:
RUN OFF CONTROL
CONSTRUCTION ENTRANCE ** X X X
PIPE SLOPE DRAIN
OUTLET PROTECTION X X
SURFACE ROUGHENING X
CHECK DAMS
OTHER:
POLLUTION PREVENTION
PROPER SIGNAGE X X X X
HAZ WASTE MGMT X X X X
SPILL KIT ON-SITE X X X X
CONCRETE WASHOUT AREA X
OTHER:
* SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY,
BMP IMPLEMENTATION:
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT
CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE,
FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND
AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO
BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE.
3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO
ORIGINAL GROUND AFTER COMPLETION OF WORK.
4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE
INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS
SHOWN ON THESE PLANS,
5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL
BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1.
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* SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY,
BMP IMPLEMENTATION:
1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT
CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE,
FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND
AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO
BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE.
3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO
ORIGINAL GROUND AFTER COMPLETION OF WORK.
4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE
INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS
SHOWN ON THESE PLANS,
5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL
BE IN PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1.
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1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE, TEMPORARY
AND PERMANENT SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS
COMPLETED. (SCH A 8.c.ii.(2))
2. AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. (SCH 7.a.i.)
3. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF
NEEDED. IT IS THE OWNER/OPERATORS RESPONSIBILITY TO INSURE THAT SOILS ARE STABLE
DURING RAIN EVENTS AT ALL TIMES OF THE YEAR. (SCH A.7.b.)
4. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS
SEDIMENT BASINS, TRAPS, AND BARRIERS (SCH A 8.6.(5)) PRIOR TO LAND DISTURBING ACTIVITIES.
5. PRESERVE EXISTING VEGETATION AND RE -VEGETATE OPEN AREAS WHEN PRACTICAL. (SCH A
7.b.iii.(1))
6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UN11L PERMANENT VEGETATION OR
OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. (SCH A 7.b.iii.(2))
7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN
INLETS AT ALL TIMES DURING CONSTRUCTION. (SCH A 7.d.i)
8. KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION OF
TCONSTRUCTION, INCLUDING PROTECTION FOR ACTIVE STORM DRAIN INLETS AND APPROPRIATE
NON—STORMWATER POLLUTION CONTROLS. (SCH A 8.di.(3))
9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER—TIGHT TRUCKS OR DRAIN
LOADS ON SITE. (SCH A 7.D.11.(3))
10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER
BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE
SYSTEMS LEADING TO SURFACE WATERS. (SCH A 7.E.11.(2))
11. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE
PROCEDURES, EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES,
SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY,
MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE
AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.111.)
12. USE BMPS TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM
SPILLS: VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND
MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. (SCH A 7.E.1. (2))
13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24
HOURS, PLACED BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION,
THE SOURCE(S) OF THE SEDIMENT MUST BE CONTROLLED TO PREVENT CONTINUED DISCHARGE
WITHIN 24 HOURS. ANY IN -STREAM CLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO
REQUIREMENTS AND TIMELINES SET BY THE OREGON DEPARTMENT OF STATE LANDS. (SCH A 9.B.1.)
14. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS.
VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED
SEDIMENTS. (SCH A 9.13.11.)
15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW
MANUFACTURE'S GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE
DISCHARGE OF NUTRIENTS TO SURFACE WATERS. (SCH A 9.13.111.)
16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE
GROUND FENCE HEIGHT. (SCH A 9.C.I.)
17. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO
INCHES DEPTH ABOVE GROUND HEIGHT. (SCH A 9.C.11.)
18. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY
PERCENT. (SCH A 9.C.I11.)
19. SEDIMENT BASINS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY
FIFTY PERCENT. (SCH A.9.C.IV.)
20. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO -COAGULATION, FLOCCULATION,
FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN
OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM,
LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A
SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. THE PLAN MUST
BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM. THE TREATMENT SYSTEM MUST BE
OPERATED AND MAINTAINED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCH A 9.D.)
21. WATER OR USE A SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID
WIND-BLOWN SOIL. (SCH A 7.13.11.)
22. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING APPROPRIATE BMP'S.
(SCH A 7.D.11.(1))
23. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE
CONTROL MEASURES OF PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCH
A 8.A.)
24. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE
BEGINNING CONCRETE WORK. (SCH A 8.C.I.(6))
25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCH
A 8.C.1(7))
26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED. (SCH A 8.C.11))
27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED
INACTIVE AREAS FROM BECOMING A SOURCE OF EROSION. (SCH A 8.C.11.(D))
28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON
ALL EXPOSED AREAS. (SCH A 8.C.111.(1))
29. AT THE TIME OF FINAL STABILIZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION
MATERIALS AND WASTE, INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A 8.C.111(2))
30. AT THE TIME OF FINAL STABILIZATION REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE
STABILIZED, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.111.(3))
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PERCENTAGES ARE BY WEIGHT
HORDEUM BRACHYANTHERUM (MEADOW BARLEY) = 25%
DANTHONIA CALIFORNICA (CALIFORNIA OAT–GRASS) = 15%
ELYMUS GLAUCUS (BLUE WILD RYE) = 10%
BROMUS CARINATUS (CALIFORNIA BROME) = 10%
FESTUCA ROMERII (ROEMER'S FESCUE) = 10%
DESCHAMPSIA CESPITOSA (TUFTED HAIRGRASS) = 10%
AGROSTIS EXARATA (SPIKE BENTGRASS) = 10%
ALEPECURUS GENICULATUS (WATER FOXTAIL) = 5%
DESCHAMPSIA ELONGATA (SLENDER HAIRGRASS) = 5%
OTE:
1. BOTTOM SLOPE OF SWALE TO BE 2% MAX.
GEOTEXTILE F
NATE TO
TE ROCK
NOTES:
1. ROCK LINED DITCHES TO BE USED WHEN
FLOW VELOCITIES EXCEED 4 FPS.
2. MINIMUM ROCK SIZE 3" QUARRY SPALLS.
3. SLOPE TO MATCH ROAD.
4 ROCK— LINED DITCH
C11 JKTs.
NOTES:
1. INSTALL CHECK DAMS EVERY 12 FEET
ALONG FLOW PATH.
2. CHECK DAMS TO BE CONSTRUCTED USING
RIP RAP CLASS 50.
3. RIP RAP TO BE 1 FOOT THICK MINIMUM.
5 R0CK CHECK DAM
C11 N.T.S.
NTO SWALE 6"
F7� (OP 7
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Date Receive&
FEB 2 6 2016
original Submittal -4;(
SEAL• PRO
V 4,�INF
w 79,447 9
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DRAWING NUMBER
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PERCENTAGES ARE BY WEIGHT
HORDEUM BRACHYANTHERUM (MEADOW BARLEY) = 25%
DANTHONIA CALIFORNICA (CALIFORNIA OAT–GRASS) = 15%
ELYMUS GLAUCUS (BLUE WILD RYE) = 10%
BROMUS CARINATUS (CALIFORNIA BROME) = 10%
FESTUCA ROMERII (ROEMER'S FESCUE) = 10%
DESCHAMPSIA CESPITOSA (TUFTED HAIRGRASS) = 10%
AGROSTIS EXARATA (SPIKE BENTGRASS) = 10%
ALEPECURUS GENICULATUS (WATER FOXTAIL) = 5%
DESCHAMPSIA ELONGATA (SLENDER HAIRGRASS) = 5%
OTE:
1. BOTTOM SLOPE OF SWALE TO BE 2% MAX.
GEOTEXTILE F
NATE TO
TE ROCK
NOTES:
1. ROCK LINED DITCHES TO BE USED WHEN
FLOW VELOCITIES EXCEED 4 FPS.
2. MINIMUM ROCK SIZE 3" QUARRY SPALLS.
3. SLOPE TO MATCH ROAD.
4 ROCK— LINED DITCH
C11 JKTs.
NOTES:
1. INSTALL CHECK DAMS EVERY 12 FEET
ALONG FLOW PATH.
2. CHECK DAMS TO BE CONSTRUCTED USING
RIP RAP CLASS 50.
3. RIP RAP TO BE 1 FOOT THICK MINIMUM.
5 R0CK CHECK DAM
C11 N.T.S.
NTO SWALE 6"
F7� (OP 7
7-1Jp �-1 h Doo1
z- b� f
Date Receive&
FEB 2 6 2016
original Submittal -4;(
SEAL• PRO
V 4,�INF
w 79,447 9
�GON
qs F F�¢�
DRAWING NUMBER
Cil
SHEET- 11 OF
10'-0" GRADE
6'-0"
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6-0"
W
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NATIVE SEED IX:
PERCENTAGES ARE BY WEIGHT
HORDEUM BRACHYANTHERUM (MEADOW BARLEY) = 25%
DANTHONIA CALIFORNICA (CALIFORNIA OAT–GRASS) = 15%
ELYMUS GLAUCUS (BLUE WILD RYE) = 10%
BROMUS CARINATUS (CALIFORNIA BROME) = 10%
FESTUCA ROMERII (ROEMER'S FESCUE) = 10%
DESCHAMPSIA CESPITOSA (TUFTED HAIRGRASS) = 10%
AGROSTIS EXARATA (SPIKE BENTGRASS) = 10%
ALEPECURUS GENICULATUS (WATER FOXTAIL) = 5%
DESCHAMPSIA ELONGATA (SLENDER HAIRGRASS) = 5%
OTE:
1. BOTTOM SLOPE OF SWALE TO BE 2% MAX.
GEOTEXTILE F
NATE TO
TE ROCK
NOTES:
1. ROCK LINED DITCHES TO BE USED WHEN
FLOW VELOCITIES EXCEED 4 FPS.
2. MINIMUM ROCK SIZE 3" QUARRY SPALLS.
3. SLOPE TO MATCH ROAD.
4 ROCK— LINED DITCH
C11 JKTs.
NOTES:
1. INSTALL CHECK DAMS EVERY 12 FEET
ALONG FLOW PATH.
2. CHECK DAMS TO BE CONSTRUCTED USING
RIP RAP CLASS 50.
3. RIP RAP TO BE 1 FOOT THICK MINIMUM.
5 R0CK CHECK DAM
C11 N.T.S.
NTO SWALE 6"
F7� (OP 7
7-1Jp �-1 h Doo1
z- b� f
Date Receive&
FEB 2 6 2016
original Submittal -4;(
SEAL• PRO
V 4,�INF
w 79,447 9
�GON
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DRAWING NUMBER
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ABOVE 14'-0 ALL
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Dam Received:
FEB2 6 2016
Original Submfittal_��
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