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BOSAIR, LLC
NE114, OF THE NE1/4 OF SEC. 18,
TWP 23 N., RGE 5 EAST, W. M.
CITY OF RENTON KING COUNTY WASHINGTON
RECORD DRAWING
Docu5ign Envelope ID: 3B1834133-7EOA476C-ADB3.4329FFEOCI08 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-AD83-4329FFEOCiO8
SURFACE WATER STANDARD PLAN NOTESI
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SAN L BE WORPQRATE.4 IN T14E DRAINAGE PLAN SET. ALL THE NOTES Old THE LJBT MAY NOT PEERTAIN TO cvF=ky
PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO A5 APPLICANT. MAY STRIKE OUT IRRELEVMIT NOTES IF OT APPU CABLE TO THE PROJECT- HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFINC ASPEG15. THEY 51FWLL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES
1 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCC URS, A PRE-CONSTRUCTKKJ MEETING SHALL BE HELD AMONG THE CRY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR.
2 THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATF- AND FF--DERAL PERMITS PRIOR TO CONSTRUCTKIN.
7 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL [RENTON SWDMI, RENTON MUNICIPAL CODE IRMO). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDDT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TD
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TC
THE CITY.
APPROVAL OF THE ROAD, GRADING. PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATE R
SEWER. GAS. ELECTRICAL ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS. AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
THE C ITY PRIOR TO CONSTRUCTIO N. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDNG TO THE APPROVED PLAINS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CRY.
5 A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
0 THE LOCATIONS OF A1.L EXISTING 11TU.1TIES SHOVAI HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS
T ! Y UTILITIES
CON TRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCH IONS SHOWN AND TO FURTHER DISCOVER AND AVC D AN OTFYER UTILJ ES HOT
SHOWN HEREON THAT MAYBE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUNT DRAWINGS ALL
UNDOCUMENTED UTILITIES D INOVERED AND ANY CHANGES TO TH E APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTWY THE ENGWEEJR OF RECORD IF A
CON FLJCT EXfSTS.
7 VERTICAL DATUM SHALL BE NAVD M AND HORIZONTAL DATUM SHALL HE NAD 33 (WA STATE PLANE. NORTH}, UNLESS OTHERWISE APPROVED BY THE CITY -
REFERENCE BENCHMARK. DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS,
6 ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2.03-3(14)0 - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALLTRMC14 BACKFIU- SHALL
BE FIRM AND DNYIELOING HUT IN mD CASE SHALL BE COMPACTED TO MORE THAN WNk OF MAXIMUM DRY DENSITY.
9. OPEN CUTTING OF EXISTTNG ROADWAYS FOR STORM DRAINAGE WORK IS NCSFALLOWED UNLESS SPECIFICALLY APPROVED BY THE CDYAND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTURATIQN STANDARDS
10. ALL PIPE AND STRUCTURES SHALL. BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START CF CONSTRUCTION WHERE SHOWNI ON THE PLANS OR WHERI.
DIRECTED BY THE CITY. THE EXIST W G MANHOLES. CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11. L FACILITIES SHALL BE IN STALLED AND IN OPERATION PRIOR TO OR IN CONJLN4CPON WiTR ANY CONSTRUCTION ACTIVITY UNLESS OT ERMSE
AL FLOW CONTROL H
APPROVED BY THE CFTY.
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION I N ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BR IDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL AS WELL AS PLACEMEN T AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIP❑RMLY OENSE, UNYIELDING BASE. ALL PIPE OF001NG AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220-110, 220.10, AND
220�0
13 STEEL PIPE SHALL BE ALUMINIZED- OR GALVANIZED WITH ASPHALT TREATMENT 1, 2. OR 5INSIDE AND OUTSIDE.
14. ALL DRAINAGE STRUCTURES SUCH ASCATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN
204.10. 204.20. 24 10. 284.40. AND 204.50. STRUCTURES SHALL HAVE
- RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY.
• ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURWGUTTER ERNE.
• ROUND, SCUD LIDS DISPLAYING THE CITY LOGO WHEN WITHW THE PUBLIC RiGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT43F-WAY AND EASEMENTS TO THE CTTY SHALL NOT DISPLAY THE CRY LOGO.
15. BUILDINGS AND OTHER STRUCTURES SNARL BE PLACED IN ACCORDANCE WITH TABLE 4. I EASEMENT "CITHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM
16 LIDS OF MANHOLESICATCH BASINS WJTHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAYING ALL MANHOLEICATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL F WISHED GRADES, UNLESS OTHERWISE SHOWN
17 ALL DRIVEWAY CULVERTS LOCATE D WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFC[ENT LENGTH TO PROVIDE AM INIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
EX 17 DI WATER LINE
URL-55 OTH ERW ISE NOTED, DRAWING IS NOT TO SCALE I TUTS)
STD. PLAN - 257.00
PUBLIC WORKS SURFACE WATER STANDARD PLAN "MoNwhx:
DEPARTMENT NOTES (1 DF 2� artin Pastucha8/13/2nza
=":`v,,,w�,o^,,.e..^^ DATE
1 8:49
18" 4' 4' 18"
SHACKLE ROD PER
CITY OF RENTON
STANDARDS a
F -,
------------------ ----- ---------------- ----
L_ � _J
A INSTALL:
1-12" 45' BEND (MJ)
2-7' WIDE x 4' HIGH x 18" THICK
CONCRETE DEADMAN ANCHOR W/
SHACKLE ROD PER CITY OF
RENTON STANDARDS
WATER MAIN DEADMAN ANCHOR DETAIL
SCALE: 1 "=2'
Barghausen
Consulting Engineers, Inc.
18215 72nd Avenue South
Kent, WA 98032
425.251.6222 barghausen.com
SURFACE WATER STANDARD PLAN NOTES:
THEFOLLOWING 5 U TING HERALNOT S THAT E INCORPORATED DRAINAGE PLAN ET. ALL THE T Y 7 AfN TO L%-Ll,,
f A S OF GE E SHALL B FORA ED IN THE S NOTE& ❑N THE LIS MA Nq PERT
PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLI CABLE TO THE PROJECT. HOWEVER. THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY BHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES
18 ROCK FOR EROSION PROTECTION -DF ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 11I FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
4 - B IF1CH ROCK (40- TO% PASSING,
• 2-4 WCH ROCK 730- 417% PASSING; AND
. LESS THAN 2 INCH ROCK 110.209E PASSING.
19 FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCiONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FA 4UTY ON THE SFTE, UNLESS APPROVED 11Y THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS.
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A SOL T-LOCKING LLD MARKED 'STORM' OR'DR.&jW SHALL BE LOCATED AT THE
PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227-00.
31- ALL STORM SYSTEM EXTENSIONS SHALL BE STAK!=D FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO C❑NSTRUC TION
1 22. ALL NEWLY41NSTALLED AND NEWLY -REHABILITATED [PUBLIC AND PRNATEI STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPIECT1aN5 AND REPORTS SHALL BE SUBM ITTED TO THE CITY PRIOR TO RECEIVING APPROVAL PD INSTALL
PROJECT CURBS, GUTTERS ANDKIR PAVEMENT
23, ALL STORM SYSTEMS AND CONNECTIONS 76 EXISTING MAINS SHALL BE TESTED IN A [ 1 ❑ ACCORDANCE WITH SECTION 7-04.3 1 THE WSDDT STANDARD SPECIFICATIONS
F
AND IN THE PRESENCE 43F A REPRIESENTATTVE OF THC SHALL FI CITY. STORM DRAIN STUBS E TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED
24. FOR ALL DISTURBED PERVIOUS AR EAS ICOMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SON
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SAIL WITH COMPOST EN ACCOR DANCE WITH STANDAR O PLA. ,
234.00
?5. ISSUANCE OFTHE BU ILDJNG OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL {76LIGATIOH AN01OR LIASILT
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION
26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY O
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORKWITHIN THE TRAVELED
RIGKFC�F-WAY THAT MAY INYERRU PT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAIN APPROVED BY THE CITY. ALL SECTIONS OF 171E WSDDT
STANDARD SPECIFICATIONS T-10 T EMPORARY TTRA-mc CONTROL SHALL APPLY
0. PROJECTS LOCATED WITHIN THE CFFY'S AQUIFER PROTECTION AREA (APAy SHALL COMPLY WITH SPECIAL REQUIREMENT P6 OF THE REN TON SWDM AND AQUIFER
PROTECTION REGULATIDNS (RUG 4a-V%).
1 28- PLACEMENT OF SURFACE APPURTENANCES CATCH BASNIMANHOLE. LIDS, CLEANOUTS INLETS. C. INTHE STREET TRAVEL LANE WHEEL PATH INTERSECTIONS OF
( L E ET }
Y ET TRAY L ES BLW $ SIDE ALJ(S AND C:R SS VOID 3 HEN PO 1 S RAC APPURTENANCE. PLACED IN A
S RE E LAN LANE W P WAd-15$$HALL BER E W EVER SS SLE A!<Y O F E U
$IOEWALK OR CROSSWALK SHALL BE FITTED WITH A NONSLIP OR NON-SKID LID PER ADA REQUIREMENTS.
-19. CLEARLY LABEL PUBLIC AND PRNAT£ SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAI NED BY THE APPLICANT,
30. MINIMUM COVER OVER STORM DRAINAGE PEPE SHALL CONFORM TO TABLE A2-1.A2 OF THE RENTON SWUM.
31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MIHRAUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT Vk$T 10 MINUTES. COMP4ANCE WITH THIS MINIMUM RATE SHALL BE GHECKEO PRIOR TO
H POURED HF CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAYBE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 taALLONS OF WATER 43 DU ED ONTO T
F V PAVEMENT SURFACE ALL AT ONCE. I F ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE Of ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1.Wo SQUARE FEET OF PERMEABLE PAVEMENT. IF TRA, TEST 43 NOT CONCLUSIVE.
P T
THEN ANOTHER TEST PER ASTM C170 SHALL BE CONDUCTED. FOR LARGE AREAS E.G. PARKING ARFA5 TESTING OBSERVATION MAYBE ACCOMPLISHED INHALE
I I.
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED U SAND
ASTM C1781.
UNI USS OTHERWISE NOTED. DRAWING IS HUT TO SCALL'N'IS
STD. PM - 257.10
PUBLIC WORKS SURFACE WATER STANDARD PLAN eB"dnr /1312020
DEPARTMENT NOTES (2 OF 2) Aartin Pastuch
BATE
NEW 1T DI WATER LINE
D
4'
D
0
D INSTALL:
1-12 45' BEND (MJ)
II I
TOP SECTION VIEW
"_T TO SCA.L=
SIZING OF BLOCK SHALL BE VERIFIED B Y
DESIGN ENGINEER BASED ON
SPECIFIED DESIGN CRITERIA.
DEADMAN ANCHOR SCHEDULE
OF
LINE SU
"A'
V
`G'
V
3/4'
RODS
fi"
2"-0"
1'-0"
V-6"
1'-0'
B°
10°
12"
°-6"
2"-1
V-6"
V-6"
4
16'
T-O"
7-6'
8'-V
1•-6'
4
I. CFA42PETE ENALL 3000 P.5.1. READY Nix POURED N PLA{E,
RONFUBCED E:An SHALL BE DETORMED BAfiS AND RED
1R.
3. FORU'ARMW TJRK AT ACE f RNG10FA WALLS MUST BE R1mp*0 T.
9M5X WAL AS FACE Of BASED
ASTM MIST BE CCMPACTEO T4
95X KAx PRY pEH9 Fr BASED ASTM D1557 PRIOR TO
ROHSTATNG 5[ITVICE OF THE WATCR MAW.
8:48
2-7' WIDE x 4' HIGH x 18" THICK
CONCRETE DEADMAN ANCHOR W/
SHACKLE ROD PER CITY OF
RENTON STANDARDS
WATER MAIN DEADMAN ANCHOR PLAN VIEW
NOT TO SCALE
SURVEYED:BCE
DESIGN
3
RECORD DRAWING
ZTW
9/27/21
ZTW
2
REVISED SEWER/STORM AT SE CORNER OF BUILDING
ZTW
8/18/21
°R'""` zryy
1
REVISED UTILITIES AT SE CORNER OF BUILDING
ZTW
5/24/21
CHECKED:
ZTW
NO.
REVISION
BY
DATE
APPR
APPI :
DKB
SIDE SECTION VIEW
NOT 10 �CLE
InN,
3/A- CORTEN COk1y1UpU5 - I
TN A STA INKAD ROD$ N LIED
h
TA Y IR SYI�IE CPU. OUNO PWT .
H e TO uaTd1 BOLI HOLES
i sEE ABLE eELp HIP
t x7 I
x p•
3
h
4
D
e
V
ELEVATON VIEW
CONCRETE DEADMAN BLOCK
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
14 11E6AR AT a QN WATER
VAIN 150• STANDARD HDDKS
a BOTH EAD13
EROSION AND SEDIMENT CONTROL ESC STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ESC PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES 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.
1. 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 (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT 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.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE 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 MANUAL (RENTON SWDM) PRIOR TO THE START OF 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.
5. 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. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL 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 ESC BMPS 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. 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.
9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE THE APPLICANT SHALL 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
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
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.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN SEVEN 7 DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. 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.
18. 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 FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED 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 FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE 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 A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
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 RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 268.00
c®• STANDARD PLAN NOTES PUBLIC WORKS EROSION AND SEDIMENT CONTROL [1110VLD:
1� DEPARTMENT GAZ 9/28/201$
DATE
UCITY OF
+
RENTON
s
Planning/Building/Public Works Dept.
R -416504
S-416502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION NOTES AND DETAILS
FOR
BOSAIR, LLC
289 E PERIMETER ROAD
RENTON, WA 98057
DATE,
9/27/21
PAGE:
SHEET: OR
C5 7
U
J
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