HomeMy WebLinkAboutR-399803EROSION CONTROL GENERAL NOTES
00 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY,
(�3) WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
0) 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING
MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE
O FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER
d- DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO
DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE
MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION
AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES SUCH AS
CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL
PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE
DURATION OF THE PROJECT.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION
AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME
THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS
PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE
INTENDED TO BE MINIMUM Q REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS
CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE THE PERMITTEE
J SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE
0- NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE
COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO
ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE
n, ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO
O PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE
AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
(j-) CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE
DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR
SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE
LLI IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING,
MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL
CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS
OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE
Q WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN SEVEN (7) DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF
ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN
A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.
THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM
SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL
AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE
COVERED BY MULCH, SODDING OR PLASTIC COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL
BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE
STORAGE CAPACITY, IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION
SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES
ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE
REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS.
DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED
SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
JOINTS IN FILTERFABRIC SHALL BE SPLICEDAT
POSTS USE STAPLES, WIRE RINGS, CR
EOUIVALENT TO ATTACH FABRIC TO POSTS
2'.2. 14 GAUGE WIRE, OR
EQUIVALENT. IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
--I-aL------------1-1-
B' MAX - - -{
POST SPACING MAY BE INCREASED
MIN TRENCH
TO 8'IF WIRE BACKING IS USED I 14'I14'
L J
I I
BACKFILL TRENCH WITH NATIVE SOIL
T{
ORN4-TO1•V2'WASHEDGRAVEL
2'■4' WOOD POSTS, STEEL FENCE POSTS. OR EQUIVALENT RYP.1
Cxj 3
12" RCP CULVERT
fI E-123.56
SSIVH
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IE 6" (SW)=1 .57 �'. . ••'.
SILT FENCE
SDCB
RIM=125.07 � I ' • '
IE 12" CMP (N)=121.47 ..I I HEDGE LINE X 0" CEDAR
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CULVERT NOT FOUND ° w f / I a. EXISTING PAVEMENT TO BE UTILIZED �'�
CONCRETE RDEN AREA
X
1' ' FOR CONSTRUCTION ENTRANCE AND = PATIO
APPROX. LOCATION _ ! I . I HOUSE #3810 PARKING �RIOR TO BEING REMOVED.
PER C.O.R. ASBUILTS I. ••'. • I a -142'-
TO BE REMOVED POjDQ%0x-
as �° (DEMOLITION PERMIT `
O I I REQUIRED)
15 DEC.
6.5' ROW DEDICATION I ) CON
TE PAD #111
• I 10" DEC.
/ WFTH HEAT PUMP
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20"DEC.
#107 ,1C N 12" DEC.
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RIM-12 DCB - - - - - - - - - -
APPROX. LOCATION TRACT 102 - - - - - -
IE 8" CPP (E)-127.00 I 3 °I EXISTING BIOSWALE C. R HILLMANS
IE 12" CPP (N)=126.70 I PER C.O.R. ASBUILTS GARDEN OF FDFN DI 2
IE 12" CPP (S)-126.75
"SWAN VUE SHORT PLAT" VOL. 11, PG. 64
3: I v RENTON SHORT PLAT #LUA-20-0188-SHPL
REC. NO. 9712129002
PROVIDE FILTER FABRIC PROTECTION N I o LOT 1 LOT 2 LOT 3
PER C.O.R. STD. PLAN 216.20
I
7
r auN
NOTES:
1. CONDITIONS OF USE
1.1. SILT FENCE MAYBE LSED DOWNSLOPE OF ALL DISTURBED AREAS
12. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOX_ ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESON AND INSTALLATION SPECIFICATIONS
21 THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURE R'S FABRIC SPECIFICATIONS MUST RE AVAILABLE ON SITE
AOS (ASTM 04751)
30.100 SIEVE SIZE (0.6GO.15rnm) FOR SILT FILM
5O.1D0 SIEVE SIZE (0 30-0 mnm) FOR OTHER FABRICS
WATER PERMITTIVITY(ASTM D44911
002 SEC'' MINIMUM
GRAB TENSILE STRENGTH (ASTM 04632)
180 LOS, MIN_ FOR EXTRA STRENGTH FABRIC
100 LBS. MIN_ FOR STANDARD STRENGTH FABRIC
GRAB TENSLE ELONGATION (ASTM 04632)
30% MAX. (WOVEN)
LILTRAVIOLETRESISTANCE(ASTM043MS)
70%MIN.
22 STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO NCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE
2.3 WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H,1V
24 IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4'X4' TRENCH MAY BE REDUCEDAS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE FABRII IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOESNOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE
25 FILTER FABRIC FENCES SHALL BE INSTAULEO ALONG CONTOURS WHENEVER POSSIBLE
S. MAINTINANCE STANDARDS
3.1 ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY,
32 IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAPOR POND.
33 IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELI2ATION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS. REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4 SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5 IF THE FILTER FABRIC IGEOTEXTILE)HAS DETERIORATED OUT TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED.
UNLESS OTHIRWISE NOTIU,URAWING 6 NUT IU STALE INT51
Aavftk STD. PLAN - 214.00
PRDFM
VIRI DEPARTMENT PUBLIC WORKS SILT FENCE GAZ 9/28/2018 1
-. �..,�..,......... GATE
Encompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 • Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
51 MAX.
DRAINAGE GRATE TRIM
GRATE FRAME _
C- OVERFLOW BYPASS
BELOW INLETGRATE DEVICE
$EDNAENT AND DEBRIS
inTERED
VIATER
DRAINAGE GRATF
(RECTANGULAR GRATE SHOWN)
BELOW INLET ORATE DEVICE -
ISOMETRIC VIEW
RETRIEVAL SYSTEM (TYP. )
OVERFLOW BYPASS (TYP )
NOTES:
1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAW INLETS DOWNSLOPE AND WITHIN 600 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT PONDOR TRAP
2 INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM
3. THE CONTRIBUTING DRAINAGE AREAMUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THEBELOW INLET GRATE DEVICE(BIOD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5. THEBIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS►.
B THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7. PERFORM MAINTENANCE N ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
B. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRDOF THE AVAILABLE
STORAGE. THE FILTER MECIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNUISS OTHEMM5E NOTED, DRAWING IS NOT TO SCALE (NTSI
STD. PLAN - 216.30
VRIPUBLIC WORKS `F""E°':45 A DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I :45 At
.,ar. wtiha..r.nara OAT E
oLE ESC
39897 �� AL 2
IST � 1
SIONaL
05117119 NO.
Owsign per 50 feet,
(minimum of 2 signs)
Dripline
Critical -- - - -
f Root Zqe
10 Ft.
TRACT 104
C. D. HILLVAN S
GARDEN OF EDEN DIV. 2
VOL. 11, PG. 64
TREE PROTECTION FENCE
TRACT 103
C. D. H/LLVAN S
GARDEN OF EDFN DIV. 2
VOL. 11 PG. 64
ALL ON -SITE
BUILDINGS &
APPURTENANCES TO
BE REMOVED
I
I
..r I
I
I
I
I
I
I
i
I6 Ft.TErmporary
Chain Link Fence
ROOTS
NO
THE55PASSING
PROTECTED
TREES
Figure 1. TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD
RECORD DRAWING
SURVEYED: SCALE:
SDM VERTICAL: NAND 1988
DESIGNED:
1 u_20
r HORIZONTAL: NAD 1983/1991
NEM
PER CITY OF RENTON COMMENTS AAD 05117119 NEAR DRAWN: LFM
ONE INCH DATUM
PER CITY OF RENTON COMMENTS NEM 03129118 rCHECKED: AT FULL SCALE
NEM IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
CJA
z
0 5 10 20
SCALE 1 " = 20'
Know what's below.
Call before you dig.
CITY OF
RENTON
1;R
vulv
Planning/Building/Public Works Dept
CONSTRUCTION SEQUENCE
1. PRE -CONSTRUCTION MEETING.
2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH
NAME AND PHONE NUMBER OF ESC SUPERVISOR.
J. FLAG OR FENCE CLEARING LIMITS.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH
BARRIER, ETC.).
7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR
DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY
WITH CLEARING AND GRADING FOR PROJECT
DEVELOPMENT,
8. MAINTAIN EROSION CONTROL MEASURES IN
ACCORDANCE WITH CITY OF RENTON EROSION AND
SEDIMENT CONTROL STANDARDS.
9. RELOCATE SURFACE WATER CONTROLS AND EROSION
CONTROL MEASURES OR INSTALL NEW MEASURES SO
THAT AS SITE CONDITIONS CHANGE SO THAT THE
EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH THE CITY OF RENTON EROSION
AND SEDIMENT CONTROL STANDARDS.
10. COVER ALL AREAS THAT WILL BE UNWORKED FOR
MORE THAN SEVEN DAYS DURING THE DRY SEASON
OR TWO DAY DURING WET SEASON WITH STRAW, WOOD
FIBER MULCH, COMPOST, PLASTIC SHEETING, OR
EQUIVALENT.
11. STABILIZE ALL AREAS THAT REACH FINAL GRADE
WITHIN 7 DAYS.
12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED
FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE
PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
AND BEST MANAGEMENT PRACTICES REMOVED IF
APPROPRIATE.
13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED
AREAS MUST BE STABILIZED AND BMP'S REMOVED, IF
APPROPRIATE.
LEGEND
Q
FOUND MONUMENT IN CASE
®
FOUND REBAR & CAP
(R1)
RENTON SHORT PLAT
#LUA-20-0188-SHPL
(M)
MEASURED
FFE
FINISHED FLOOR ELEVATION
WATER METER
O
SEWER MANHOLE
0
STORM MANHOLE
CATCH BASIN
UTIL TY POLE
UTIL TY POLE WITH LIGHT
SD SD
STORM LINE
S
SEWER LINE
WOOD FENCE
x
C�
WIRE FENCE
ROCKERY
DECIDUOUS TREE
TESC LEGEND
®
CATCH BASIN PROTECTION
CLEARING LIMITS
TREE PROTECTION FENCE
TREE (SIGNIFICANT)
x
TREE (TO BE REMOVED)
TREE (RETAINED)
APPROXIMATE CUT/FILL VOLUMES
120f C.Y, FILL
DISTURBANCE AREA
5,227 S.F.
R-399803
U
I-
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
J
CURRENT PLANNING ♦ Ct-
4ngelea Weihs 07/23/2019
O
DEVELOPMENT ENGINEERING ♦'
swarlick 07/24/2019
I ,
MA TVEYEV SHORT PLAT DATE: 05117119
LUA 17- 000503 FTELDBOOK: N/A
TESC, DEMOLITION & TREE PROTECTION PLAN
PAGE: NIA
DRAWING NO:
16645 Q
SHEET: OF:
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