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AVALON PROJECT
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14670 NE 8TH ST #200
BELLEVUE, WA 98007
TEL. 714-336-4714
EMAIL: glen@avalonproject.us
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N 33RD PL
CATCH BASIN
- - - - - � FILTER -- PER STD
PLAN 216.3
/ II
NO.
REVISION
V
/
EXISTING WOOD /
FENCE
TO REMAIN DURING
CONSTRUCTION
SURVEYED:
DESIGNED:
DRAWN:
C HEC RED:
B Y DATE AP P R APPRovED:
Docu$ign Envelope 10: 6EECF5B6.602A-4E4A-84W-A317AA638679
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS LISTING OF GENERAL NOTES THAT SHALL BE INCDRPORATEO IN THE EROSION AND SEDIMENT CONTROL (ESCI PLAN SET ALL THE NOTES ON THE
U$T MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERREO TO AS APPLICANT, MAY $TRIKF OUT IRRELEVANT NOTE$ IF NOT
APPLICABLE TO THE PROJECT. HOWEVER THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS. THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
I- BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT. AND THE APPLICANT'S CONTRACTOR
2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY IECOLOGY) CONSTRUCTION STORMWATER GENERAL
SHERMTT, IF IT I$ REQUIRED FGR Me PROJECT. THE APPLICANY SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT-
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
N- THE BOUNDARIES OF THE CLEARING LIMITS, SENSMV E AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MMLIAL (RENTON SWFMA) PRIOR TO THE START OF CONSTRUCTION. DUFFING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLLCANDESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION
5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT
ADDITIONAL MEASURES, $LICH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUITED 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. IF SEDIMENT IS TRACKED OFFSITE- PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY. OR MORE FREQUENTLY DURRNG WET WEATHER. AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
S. WASHOUT FROM CONCRETE TRUCES $HALL BE PERFORMED OFF$ITE OR IN DESIGNATED CONCRETE WASHOUT' AREAS ONLY. DO NOT WASH CUT CONCRETE
TRUCKS ONTO THE GROUND. OR TO STORM DRAINS OR OPEN DITCHES- ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRE: t
WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARNG ANWOR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES- ALL ESC RP$ SHALL BE MAINTAINED IN A SATISFACTORY GONORTON UNTIL
SUCH TIME THAT CLEARING ANNOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST- THE IMPLEMENTATION,
MAINTENANCE- REPLACEMENT. ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT
B. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
B. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNExPECTE0 OR SEASONAL CONDITIONS DICTATE, THE APPLICANT $HALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS- OVER AND ABOVE MINIMUM
REOUIREMIENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10- APPROVAL OF TH1$ PLAN IS FOR ESC ONLY. IT DOE$NOT CONSTITUTE AN APPROVAL OF $TOAM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTOR$.
CHANNELS. OR STORMWATER FACILITIES.
11- ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
$2- ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS WRING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL WTH)OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER NTH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
E$C COVER METHOD$ {E.G.. 5EeDNG. MIRCHING. PLASTIC COVERING. ETC.] IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWOM.
13- WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION STIES BETWEEN OCTOBER 1ST AND APRIL SBTH, UNLESS OTHERWISE APPROVED BY THE CITY
1N- ANY AREA NEEDING ADDITIONAL ESC MEA5URE5. NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
16, THE ESC BMPS ON INACTNE SITE$ $HALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLCWINGA STORM EVENT
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
1S. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 210.30 SHALL BE PROVIDED FOR ALL STORM
GRAN INLETS DOWNSLOPE AND WITHIN WO FEET OF DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS $HAIL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNGTIONING
CONDITION.
17- AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 25OF THE CAPACITY OF THE CATCH TSASIN SUMP- ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING- THE CLEANING OPERATION SHALL NOT FL" SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
HL ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY, IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE. THE
TEMPORARY FACILFTY SHALL EE ROUGH GRADED SO THAT THE BOTTOM AND BIDES ARE AT FEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19- AREAS DESIGNATED ON THE PLANIS) CONTAINING EXISTING STORMWATER FACIuTES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SMALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON IOCTOSER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY YVHICH ONES SMALL BE SODDED OR
SEEDED IN PREPARATION POP THE WINTER RAINS. DI$TUREEO AREAS $HALL BE SODDED OR$EEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINALCONSTRUCTION ACCEPTANCE THE PROJECT SITE SHALL BE STABIL12EDTO PREVENT SEDIMENT -LADEN WATER FROM LEAVINOTHE PROJECT SITE
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS. FACILITIES, AND ON•SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT MINIMUM.
DISTURBED AREAS$HALL SESODDED OR SEEDEDAND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVLLOPSHORTLY AFTER FINAL APPROVAL MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER AST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHT$ -OF -WAY SHAL4 Be CON$TRUCTEO IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE
Dcu$ign Envelope 10: 6EECF5B"1)2A-4E4A-B4M-A317AA638679
STD. PLAN - 268.0D
PUBLIC WORKS EROSION AND SEDIMENT CONTROL PR a
DEPARTMENT STANDARD PLAN NOTES GAZ 9/28/2018 1 :45 AA
M-w-.A-.. DATE
JOINTS IN FILTER FABRIC SHALL BE SPLICED AT
POSTS- USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS
I
Tx2' 14 GAUGE WIRE, OR
EQUIVALENT- IF STANDARD
STRENGTH FAARIC USED
FILTER FABRIC
6 MAX.
I I I 2 h11N
J
POST SPACING MAYBE INCREASED I I N,pl- MIN. TRENCH TO B' IT WIRE BACKING IS USED I I
8ACKFILL TRENCH WITH NRiryE SOIL
OR SrN-TO 1.1*7 WA$HEO GRAVEL Lj
2kN' WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.)
NOTES:
1. CONDITIONS OF USE
11. SILT FENCE MAY BE USED DOW14SLOFIE OF ALL DISTURBED AREAS.
1.2. SLT FENCE IS NOT INTEN OFF TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW- ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A, SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2 v THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE
AOS{ASTM Du751)
30400 SIEVE SIZE {D.SP-0.l5mm] FOR SILT RU1
50.10e SEVE SIZE AN-0.45rTKe1) FOR OTHER FABRICS
WATER PERMITTIVITY OSTM ON491)
1102 SEC' MINIMUM
MAE TENSILE STKENCTHI IASTM 134G32)
1B0 LBS- MIN. FOR EXTRA STRENGTH FABRIC
1DO LIES MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION IA$TM DIS$2]
30%MAX. (WOVEN)
ULTRAVIOLET RE$LWANKCE (ASTIR EMM6
70%MIN-
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANT$A STRONGER FENCE-
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H: TV
24. IF TYPICAL SILT PENCE IS USED. THE STANDARD N-XC TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM S INCHES OF Hie SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
2 5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE
3, MAINTENANCE STANDARDS
al. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
NV 92. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO ASEDIME SEDIMENT TRAP OR POND-
33. IT 15 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
CHANNELIZATION 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 15 B INCHES HIGH.
3.S. IF THE FILTER FABRIC IGEOTEX ILE) HITS OETERIORATED WE TO ULTRAVIOLET BREAKDOWN, ITSHALL Be REPLACED.
NO SS OTHFR W ISF NOTED, DRA W i NG IS NDT TO SLATE I IN TSI
STD. PLAN - 214.OD
PUBLIC WORKS SILT FENCE PR 9/28/2ff18 I
DEPARTMENT GAZ
DATE
EROSION CONTROL METHODS SHOWN ARE A MINIMUM, ADDITIONAL
MEASURES MAY BE REQUIRED AS NEEDED FOR COMPLIANCE WITH
APPENDIX D OF THE RSWDM.
SCALE: VERTICAL: NAVD
"QUIZ°� LAD CITY O F
1983/1991
ONE INCH RENTON
AT FULL
kSCALEIFNOT ONE � Plcnning/B uilding/Public Works
INCH SCALE Dept.
ACCORDINGLY
5' MAX.
DRAINNGE GRATE TRIM
GRATEjFRAME7
OVERFLGWBYPA$$
BELOW INLET GRATE DEVICE
SEDIMENT AND DEBR
RLTEREC
WATER
SECTION VIEW
DRAINAGE GRATE
IRECTANGULAR GRATE SH10WN0 RETRIEVAL SYSTEM (TYP-)
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE
ISOMETRIC VIEW
NOTES:
1- PROTECTION $HALL BE PROVIDED FOR ALL STORM DRAB INLET$ pOWTNSLOPE AND WITHIN SDD FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO SEDIMENT POND OR TRAP.
2, INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE
C SIZE THE BELOW INLET GRATE DEVICE IBIGOI FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
6. THE BIGO$HALL HAVE EUILT4N HIGH.FLOW RELIEF $Y$TEM {OVERFLOW BYPASS).
S. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE &CID WITHOUT SPILLING THE COLLECTED MATERIAL.
T. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION "1.3(15).
B. ANY SEDIMENT UN 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.
UNLESS 9THFRWiSE NOTED. DRAWING 15 NOT TO SCALE IWSI
STD. PLAN - 216.30
PUBLIC WORKS APPR ED:
DEPARTMENT CATCH BASIN INSERT GAZ 9/2812018 l
DATE
P7,1111-ROB
R•YB MW.
INSTALL DiiIVEWAY� 1�
IF THERE IS A ROADSIDE
DITCH PRESENT, ASPER CITY
ROAD STANDARDS 1
GEDTEXTILE
1. DRIVEWAYS SHALL BE PAVED TO
THE EDGE OF THE RIGHTAF•WAWAY
PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY-
2. IT IS RECOMMENDED THAT THE
,
ENTRANCE BE CROWNED $0 THAT
RUNOFF DRAINS OFF THE PAD
100 MIN.
1S MIN.
PROVIDE FULL WIDTH OF
INGRES5IEGRESS AREA
12'MI1N. THICKNESS X,
NOTES'
1. CONDITION OF UBE
1,1- CONSTRUCTION ENTRANCE $11AL4 BE STABNLZeP WHEREVER TRAFFIC WILL SE LSAVINO A OON$TRUCTiom $TE AND TRAVELING ON PAVED RDAM OR OTHER
PAVED AREAS WITHIN 1.WO FEET OF THE SITE.
1]. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTRWIDTH TO PROVIDE VEHICLE ACCESSPA,RKING. BASED ON LOT SIZ&CONFIGURATION.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. A SEPARATION GEOTEXTRE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE
SHALL MEET THE FOLLOWING STANDARDS:
GRAB TENSILE STRENGTH fASTM 04632)
NO LBS. MIN
GRAB TENSILE ELONGATION IASTM D46321
31%MAX. MOVENI
CaR PUNCTURE STRENGTH IASTM 06241)
40 LBS. MIN
AOS IASTAI D47511
2D45 LU.5. STANDARD SIEVE SIZE)
22. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE PH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2.3. HOG FUEL {WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS
HOO FUEL IS NOT RECOMMENOED FOR ENTRANCE STABILIZATION IN URBAN AREAS- THE INSPECTOR MAY AT ANY TIME REOUIRE THE USE OF OuMRRYS'PAu,S
IF THE NW FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACA£O ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2A. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.6. WHENEVER PO$$IBLe. THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED $4EGRAPF. THIS CAN SLBSTANTIJH.Y INCREASE THE
EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS
$2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEIND TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO BEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED- THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL
WASH. IF WASHING IS USED, IT SHALL BE DOME ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
SB. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL Be REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING $HALL Be
REMOVE() OR STABILIZED ON STE. THE PAVEMENT $HALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND
THERE IS THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE ITCAN BE CONTROLLED AND OFSCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS.
3-4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXTING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENJRANCEISL FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC,
uNLE 5S OTHER W iSF NOTED, DRA W i NG IS NOT TO SCALE I N NI
STD. PLAN - 215.1D
• PUBLIC WORKS PR° ED
^+I\ DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1
DATE
:45 M
:45 AT
R-413005
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
--
DEVELOPMENT ENGINEERING
AIII IL
Nathan Janders 09/16/2020 %J]
CURRENT PLANNING
Angelea Weihs 07/23/2019 191
BURNETT AVE INC
3302 BURNETT AVE N, RENTON, WA 98056
FRONTAGE IMPROVEMENT
TESC / EROSION CONTROL
DATE: 1 /31 /2020
FIELDBOOK:
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DRAWING
No: C05
5
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