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LEGEND
SANITARY SEWER MANHOLE
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STORM DRAIN MANHOLE
Ell
STORM DRAIN CATCH BASIN
EX. CULVERT
POWER TRANSFORMER
OT
CABLE TV RISER
E—
UTILITY POLE ANCHOR
-0-
UTILITY POLE
POWER POLE WITH DROP
POWER POLE WITH DROP&TBOX
POWER POLE WITH DROP&LIGHT
—OHP—
OVERHEAD POVER
EXISTING SIGN
❑
TELEPHONE RISER
o
MAIL BOX
FIRE HYDRANT
®
WATER METER
N
WATER VALVE
WOOD FENCE (WDF)
CHAIN LINK FENCE (CLF)
EX. ROCKERY
EX. PAVEMENT
EX. CONCRETE
FIR TREE
CEDAR TREE
ALDER
MAPLE TREE
COTTONWOOD
SHRUBS
TREE REMOVED
BURIED UTILITIES IN AREA
CALL 811
BEFORE YOU DIG
EXISTING UTILITIES SHOWN ARE FROM
THE BEST AVAILABLE INFORMATION AND
NO GUARANTEE IS MADE AS TO THE
EXACT SIZE, TYPE, LOCATION OR DEPTH.
PORTION OF= SE 1/47 SW 1/47 SEC. 287 T-23N, F t-5E, W.M.
U> I / APARTMENTS
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GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
9°°'� 0
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APARTMENTS
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98
77
SUNRIDGE TOWNHOMES
(EXISTING)
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6' IRON FENCE
7- C,, F I ?" ('MP
—PMPAM
8627 NE 180th St.
A N S T E Y BOTHELL, WA 98011
ae
PHONE: (206) 303-7639
ENGINEERING FAX: (425) 658-0923
EMAIL: benanstey52@yahoo.com
IM
REVISION
'Re O
Marku
Leaend
RED Required Revisions
BLUE Recommended Revisions
PURPLE Advisory Only
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TESC LEGEND
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CLEARING LIMITS
—x x x
SILT FENCE (COR 214.00
\
\
PROVIDE CATCH BASIN
\
I
PROTECTION(TYP) (COR 215.00)
\
CONSTRUCTION ENTRANCE (COR 216.30)
\
\
\
TREE PROTECTION
\
INTERCEPT SWALE (COR 217.10)
TS
TEMPORARY SEEDING (D.2.1.2.6 RSWDM)
(M�J)
MULCHING
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FOUND 1 /2" \ \
RFRAR Rr (AP
RV
MR
DRW
MR
CHECKED:
BA
BY DATE APPR
BA
_v� -----------------
SCA!
SCALE
ONE MM
AT FULL sau E
IF NOT ONE INCH
SCALE AOCORDINGLY
VExncaL' NAVD 1980
HORIZONTAL W IM ,I9,
DATUM
SITE INFORMATION:
OWNER/
V Y PROPERTIES L L C
VLADIMIR DROFYAK
DEVELOPER
15012 SE 253RD PLACE
COVINGTON, WA 98042
206-351-9289
ENGINEER:
ANSTEY ENGINEERING
8627 NE 180TH ST.
BOTHEL, WA 98011
206-303-7639
SURVEYOR:
GEODETIC SURVEYING SERVICES
P.O. BOX 3488
RENTON, WA 98056
425-299-1739
PARCEL No.:
073900-0050
PARCEL Address.:
122XX SE Petrovitsky Rd., Renton, 98058
ACREAGE:
33,027 SFf, 0.75 ACRS±
PROPOSED USE
MULTI FAMILY (11 UNITS) IC22005157
SANITARY SEWER
SOOS CREEK SEWER&WATER DISTRICT
WATER
SOOS CREEK SEWER&WATER DISTRICT
SCHOOL DISTRICT
RENTON No. 403
ZONING
MULTI FAMILY (RM—F)
DENSITY
10-20 DU/AC
TELEPHONE
OWEST COMMUNICATIONS
DEVELOPMENT STANDARDS
RMC 4-2-11OF (RM—F STANDARDS)
POWER
PUGET SOUND ENERGY
FIRE DISTRICT
K.C. FIRE DISTRICT No. 26
NATURAL GAS
PUGET SOUND ENERGY
CABLE TV
COMCAST
ALLOWABLE LOT COVERAGE
BUILDING
35%
IMPERVIOUS SURFACE
MAX 75%
LEGAL DESCRIPTION:
SOUTH 260 FEET OF THE WEST 135.25 FEET AS MEASURED AILING THE
WEST LINE THEREOF, OF LOT 10, BLOCK 1, BENSON HEIGHTS, ACCORDING
TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGE 98,
IN KING COUNTY, WASHINGTON AND
EXCEPT THE PORTION CONVEYED TO KING COUNTY FOR PETROVISKY
ROAD BY DEED RECORDED UNDER RECORDING NUMBER 8604081022.
SOME OF THE MARKED TREES THAT WERE REMOVED
WERE DONE WITHOUT PERMISSION. TREE
REMEDIATION WILL BE REQUIRED AND IS TO BE
COORDINATED WITH THE CURRENT PLANNING
PROJECT MANAGER MATTHEW HERRERA.
CONSTRUCTION NOTES:
1. ALL MARKED TREES HAVE BEEN REMOVED
2. SOME VEGETATION IS REMOVED, STABILIZE AREAS WITH TEMPORARY SEEDING.
3. FOR TREE RETENTION PLAN SEE LANDSCAPE PLAN.
6. INSTALL SILT FENCE AND CONSTRUCTION ENTRANCE AS SHOWN
7. INSTALL CB PROTECTION ON ALL CBs WITHIN 500 FT OF PROPERTY LINE AT DOWNSTREAM
8. STABILIZE ALL DISTURBED AREAS WITH MULCH WHERE NEEDED
9. IMPLEMENT APPROVED PERMANENT TESC PLAN BEFORE STARTING ANY FURTHER�G NO ADDITIONAL GRADING
IS ALLOWED UNDER THIS
CITY OF
RENTON
Planning/Building/Public Works Dept.
DATUM
NAVD88
.1 .
N
J
N
PERMIT. PERMIT IS FOR
THE SOLE PURPOSE OF
BENCHMARKSEROSION ITET CONTROL TON AND
C.O.R. BENCHMARK No.19bY
ELEV. = 398.251
NAIL IN TOP OF METAL PIPE IN CASE
AT X-ING SE 176TH ST AND BONNEVILLE
POWER LINE
KC BENCHMARK REFPT 3876
ELEV. = 397.689
ALUMINUM DISK SET FLUSH WITH CONC C)
WALK W
AT SOUTH SIDE OF PETROVITSKY RD. N. OF
HOUSE No. 12325
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS O
~I
DEVELOPMENT ENGINEERING w
NJanders 09/29/2022
SUN RI DGE_TOWNHOMES_II
TEMPORARY
T.E.S.C.PLAN
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08-27-2022
FIELDS0010-
PAGE - U
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XINTS EN FILTER FABRIC OHALL BE BFLICED AT
POSTS. USE STAPLEE.'OIFERIML OR
EQUIVALENT TO ATTACH FABRIC TO P05T8
2',2' 1 A GA UGE WINE. FOR
FIX IYAUENT. IF STAIN OAAD
STRENGTH FA RAC U9 ED
--------------
M4 -
2 NIN
FILTER FABRIC
L _-
-
f� 5' MAX �
POST fFACNG MAYBE INCREAOED 1
TO L'F WIRE BACKING G USED
I �� .. � I 2
I 4 DI NIN. 'IF 1
1
AACffILL TRENCH WITH NATIVE SM Li
„IN
OR 31T-TO Mn' WASHED GRAVEL
TAM' WOOD PHDSTS. STEEL PENCE POSTS. OR £OUTAlAl EN T rf;-}
1, C+BSIOITIONS OF AWE
ILr IF EN GE MAT BE USEDDOYIN5LOP E OF ALL 0 18 TLM3BEC AREAS
I]. SILT F EN Cl IS NOT INTE M0E014 TREAT CONIORN I PAM;L01V-2L NOR t3 IT IN TEND ED TO TREAT SUBSTANIPIAL ANOUIIS OF OVERLAND PLOW. ANY CONIC €N MATED
FLOW HUSTLE CONVEYED THItCLIGN THE DPW NAGE SYSTEM TO A SEDIMENT TRAP OR PO NU
2- PE'%WNAK'G INVTALLATWN IPPKIRrATIQN6
21- THE GEOTERTLLE LI2ED MOST MEET THE MA NDMR0 LISTE D BEL LOW- A COPY OF THE MANTUFA CTURERII FASR C 8 PECI FICATION& I"T BE AVAJLABLEON Sr E.
AC6If:47M DdTLIJ 30-ID0 8IEVE SIZE TD=0 Sm m)FOR 5LT FILM
S&IDD 516VE SIZE 10.3M Smml FOR OTHER FABIRIGS
WATER PERMITTIVITY (ASTM 04491) 0.0E SEC' MrJIMUM
'GRAB TENS" $TR EN GTH (ASTM 04032) 190 US S. MIN FOR LATRA. ST REIG TM FABRIC
100 LB8. MIN'. F-GR STANDARD SIR EN GTH FABRIC
DRAB TENSILE ELO AGANCN IASTM 5I16221 30% MAX- IWOVENi
ULiRAY IDLE RE ISTANCE("IM CAMS) 'TAM. MIN
22 2MINICAR O StRFNGTH FABRIC REOURES WIRE BACK INS TO INCREASE THE ET RERO TH Of THE FENCE, WINE BA,CM13 CR CILOS ER POST SPACING WAY EE 11EOUIME13
FOR E%TFPA STINE MOTH FABIRIt IF FIELD PEkrOHMANCIE YrAFUYANIt A SYROHGER Fit MGE
2G WWM THE FENCE IS INSTAL L ED. THE SLOPE SMALL NOT RE ST EEPER THAN 2WIV
24 IF A TYFICAL SILT FENCE IS LnED. THE STA NC'AADy XC TRENCH NAY BE REDU CED M LONG AS THE BOTTOM-0 INCM5 OF THE SLT FENCE FABRIC IS WELL BURIED AND
S EC URE N A TIRE MCH THAT 57ABILIZE S THE FENCE AND DOES NOT AL L DW WATER TO OPAE S OR UN DERMIPIE THE RI LT FENC E.
21L FLIER FAMFUCFENLE9 SHALL 9E INSTALLED ALOIJGCONTOUR9 WHENEVER POSSIBLE.
0. MAINTENANCE STANDMW
3.1. ANHY DAATAYd, E 5HALL BE REPAIRED IMMEDIATELY,
3.2 IF 0340-ONTRATffD FLOWS AIRE EVIDENT UPHILL OF THE FENCE. THEW MUST BE INTTRRL EPTED AND CCPIUS VED TO A S ED IMENT TRAP DR Flom.
3,3, IT IS IMPORTANT TO CHECK THE UP MILL SI DE. OF THE FENCE FOR AMGPC OF THE FENCE CLOG G INS AND AC TING AS A ROAR IS TO. FLOW AND TINIER CAUSING
CILANNEL EA.TFDN OF FLOMR PARALLEL TO TIME FENCE. IF THIS OCCURS. REPLACE THE FENCE OR RREk"E TFIE TRAPPED SED RIEMT.
$H B EOiMERT M UST BE REM OVED W3WfiTN SED RIENT IS E I MrHES HID
3.5 IF TH E FILTER FAM RI C(GEOTEXTLE)HAS '13 ETE R CRATED DUE TO ULTRAVIOLET WMAiOCM. I T$HWLL BE REPLAC ED.
UN IE15 OT H ER W H E NGTM. BILRW1 NG 13 NOT TO FCALF ANTS]
STD. PLAN - 214.001
PU DLIC WORKS PM
DEPARTMENT SILT FENCE GAt 9128I2(�18 I
DATE
BY
ae A
N
S T
E Y
E
NGINEER
l R-25WIN
CONIrRucTIOM ENTRALrtE MOTES:
1 CRTVEWAT85HSII BE PAYED iO
IIE EDL',E OY THE HIGIMTOFWAY
PNdR TpINMALLOMON OF THE
CONSTRUCTION ENTRANCE TO
AWOID DAMACIM-3 OF THE
ROALPHAY.
2 IT 15 RECOMMENCE[] THAT THE
ENTRANCE SE CROWNED SO TFNi
FNN01'F6Rh IN5 OFF THE PAD
108' MN
NV STALL COVE WAY CULVERT
IF TH ER E IS A RCIADS1 QE
DITCH PRESENT. AS PER CITY
ROAD 5JANITAROF
d- B QUARRY 8PAL"
CEO TEkTTk.
15' MN
PROVIDE FL WDTH OF
}T INGRES6EIL6RE55 AREA
t $•MN. TMICNNEBS J
NOTES(
I CONDITION OF USE
11 CCNr-IHUC:IION ENTRANCE SHALL E E STABLU'ED WHEREVER TRAFFIC WLLIE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1.000 FEET OF THE SR E.
1.2: F CA R ESIDENTLAL 00hc TA UCTICN FRO106 STAB( L12 E0 CON STRUC TKIN ENTRANCES FOR EACH RESIdETNCE IN A 0047 ION TO THE MWN SUBDTvtSION
ENTRANCE STABLREO S4RFA.CESSHLLBE OF SUFFICIENT LEN071fWIDTH TOPROVFDE VEHICLE ACC E$!%vARKM. BASE OAI LOT BQEACDNFlGURATION.
2. DESIGNANDOWALILATHNISPMZFICALr GINS
7.1. A SEPARATN7N GEOTEKTILE SMALL BE RACED UNDER THE SPALLS TD PR.EWNT FINE SEDRA MT FROM PIMPING UP INTO THE ROCK RAO. THE GEOTEIITILE
CRLLMBLT rH LF CDLLCIWHQ STAMLIMDS.
GRAB TENS ILE SIRE NG TM LAST M DA0321
2901@S. MIN.
DRAB TENSILE EILONGATTON OSTIA DASSM
00'A MAUL (WOVEN)
OSR PUNCTURE STFW.WTIH IASTM 062411
HAS LDS. MIN.
AUG [ASTM DA751)
2IF-43(1.11. STANDARD SIEVE SIZE)
2.2. BO NOT USECRUSHEO CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION FNTRAHMSTABLWATION BECAUSE THESE PRODUCTS RAISE pH
LEVELS IN S TORMWATER AND CONCRETE DISCHARGE TO SUR FAC£ WATERS OF THE STATE 1S PROH RITEI7-
2.3. NOG FVEL(WQQD 15MEQ MULCMIMAY BE SIJ YMUITEO FOR OR COMBINED WITH QUARRY SPALL'.IR AREAS THAT WILL NOT @E USED FOR PERMANENT ROADS
HIDG FLELLS NDT R"DIAMENDED FORENTRANCE BTAS4L12ATION IN URBAN AREAS. THE INSPECTOR MAYAT ANY TIME REOUIRE THE USE OF OAAARRY SPALLS
1F THEHOG FLil51ArIPREVENTING EFDILIENT FROM BEING TRACKED CW O PAVEMENTOR F rMEHOO FUFL IS BEING CARRF_DONTO PAVEMENT
2.4
. FENCING SHALL RE INSTALLED M NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANTCE.
2.5, WHENEVER POGSIBLE. THE ENTRANCE SHALLBE COAISTIRKTED ONAFRM. COMPACTED SUBGRADE, THIS CAN SUBSTANTIALLY IMZAEAASE THE
EFFECTFYEFASS OF THE PADANO REDUCETHE NEEDFCR M R4TEHANCE
S. MAI NTENARI:EBTANDAROi
3.1. CIU.NRRY FPALLS SHALL BE ADDEDIFTIE PAD IS NO LONGER NACCORDANCE WITH TIE SPELIFYC.AT ON 9.
S.N. IF THEENTRAN CE 18 ID T PFEVEN TRIG SEDoMENT FROM MIND TRACKED ONTO PAVEMENT. THEN AL.TENHATIvE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED. THIS WAY INCLUDE STREET SMEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE_ OR THE INSTALLATION OF A WHEEL
WASH. IF WABHIHO IS USED. IT 8H LL BE DONE CHAN AREA CDVEREO'MTH CRUSHED ROCK. ANC' WASH WATER SHALL CRAANT'O A 5EOA4TJT TRAP OR POND
3.3. ANY S EDIM ENT T HAT IS TRACK ED ONTO PAVEMEN79WL E f+EMOVE00NME DATELY BY S EEPING. TIME SEDIMENT COLLECTED BY SWEEFTAi SHALL BE
RUIOVED' OR STABILIZED ON SITE. IRE PAV'EMEFIF SHALL HOT BE CLEARED BY WASHING DOM THE STREET, LKCEP'T OMEN SWEEPING IS INEFFECTIVE AND
TMERE GSA THIREAT TOP US LIC SAFETY. IF IT H NECESSARY TO WASH THE STREETS, A SMALL SUMP MIDST BE CONSTRUCTED. THE SEOI ME IT WOULD THEN BE
WA51H'EO INTO THE 5WIPWHERE FF CAN SE CCINTRE LLEOAFBI DISCFAARUED APPROPRIATELY, W*H15VATERMUSY BE PUMPEL BACPWWQ THE SITE AND
GAINOr DI£%OIAALf.TDSYMMNB TTRIBUTARY TDBUMAGE WAiENE.
9A. AHT OMALRRY SPALLS THAT ARE I OOSENCD FROM T EPADAND ENO UPON TIE ROADWAY SMALL BE RENIDVED IMAEDNTTU.Y.
35. IF YENNCLES ARE ENTERING OR EX RING THE SITES AT POINT5 OTHE R THAN THE OONISTRUCTI CN EOTPR CE % FENCING SHALL R E N STALLED TO CONTROL
TTRAF Fl4
UNLESSOTNER WEE NOTED, ORAINNG6IlOT TO SCALE @RS]
STD. PLAN - z15.10
r. PUBLIC WORKS PAOWEP
h DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9,/2812018 1
,,.......�,.. GATT
8627 NE 180th St.
BOTHELL, WA 98011
PHONE: (206) 303-7639
N G FAX: (425) 658-0923
EMAIL: benanstey52@yahoo.com
s• LLA3U
ORAI NAOE DILATE TRIM
URA,TE FRANC 1r _
L - CN EPFLC W @YPA3S
I
BELOW INLET SPATE DEVICE
;.tea..
BEPIMF.AIT ATE OEBR1,4
FILTERED
Wh1ER
SECTION VIEW
DRAINAGE GRATE
(RECTAIyGPLWi+GRATE 500Y.TFI RETRIEVALSY5TEN MP.1
'J
OvVERFLO1YBYPASS (TYP.]
JILLJW INLET PFAFF DILYM -r
ISOMETRIC VIEW
NOTES:
1 PROTFGTION SHALL BE FRO'ODEDFCRAA STORM ORAINNLET5 DOWN51LOPE ANDYOTHIN 50PFEEWCFALIUTI.FWDCR
CM&TRDCTIDM AREA UNLESS THE RUNOFF THATENTERS TI-E CATCHIR"INWILL 9E CCRPAEVEDTDASEDIAENTPOND CRTRAP.
]'. INLET PROTECTION SKILL BE 1F8EDT0 PROTIECT THE OP:AIIIIAGE SYSTEM.
3. TNECOMRIBUTHGORAIRAC£ AREA MUST NOT BE LARGER T RAN ONE ACRE.
d SEE THE BELOW W L ET ORATE DEVIC E I540 D)F OR THE 5TO-WWATER STRUCTURE IT N ILL SF iVIC E.
B. THE RIGID SHALL HAVE A S HILT-N HIGH -FLOW RELIEF SYSTEM IOVERF LOW BYPASSI.
S, THE RETHI EWAL SYSTEM NJ ST ALLOW NEURONAL OF THE BI OD WTHCLIT BPILLI NO THE CULLS Clm MATERIAL.
7. PE RFQFW MNNTEN ANCE N ACICOROA.HCE WITH STAN DARD SPEC1FICATI ON 6-01.5115).
B. ANY SMIMFAT IN THE CAM BASIN INS EIRT SMALL BE REMOVED WHEN THE 99O ENT HAS FILLED ONE.T MIND OF T}E AMAI1 01"
STORAGE. THE FILTER MEDIA FOR THE NSFRT SHALL BE CLEARED OR REPLACEUAT LEAST MONTHLY.
UNLE5513THEHIYDENOS®.CRAW INGE NOT TTI ACNE PNT5]
STo. PLAIN - 216�
R PuDPIt �+V�(CATCH BMIN INSERT APP CgED,
_9/28/2ozs I
nE��RT�+ENT NT CaA�Z
DA r=
suffi0m 9mm E
RV
DEsMM. SCALE
MR
DRAMA:
MR ONE INCH
CHECKED: AT FULL SCALE
BA IF NOT ONE INCH
NO. REVISION BY DATE APPR APB BA ' SCALE "DIMLY
MOsIION JLNa MWIMENT CONTROL Irby STAMMAM PLAN NCTes:
THE FOLLO4NING IS A L167ING OF GENEFdL NOTES THAT SMALL BE INKXFWORATED M THE EROSION ANO SEDIMENT CONTROL PE=j FLAN BE T. ALL THE NOTES ON THE
LIST MAY PLOT PERTAIN TO EVi-=FLYf PRO,JEC'T. TM£ APPLICANT OR OWNEFt mERE y R&FERRED TO AS APPuC NT, MAY STAIKG OL.IT ME7_EvANT NOTES IF WIr
1AFFILIO�iBUE TD THE RRlQ,1ECT. HCMIEVEFL THEl�P'ItsLEC'�V+IT BHI�L.L h�OT REINUMBEk NOR EDIT Tl{E REh+I�1hiINIa hIQTE�. IF AIODITk'JH�L hPOTED +�f�E NEEDED FAR S>`LEC1F1�•
ASFI THEY L Urr. APPEO TER THEFLAN NW5$I
1. BEFORE ANY GONSTFIMUn IN OR DEVEL❑FNENT A-UTDATY OCCURS, A PRE-03NSTRUCT01N MEETING }MALL BE HELD Ah CIM THE CITY OF REI%FrON, HEREBY
REFERRED TO AS THE OXTY, ThE APPUCALh111'. AND Thf£ APPLICMrS GOH171ACTOFL
2. THE ^PPP- -ALIT IS RESPO lgOLE FOR OATAINING THE 44GASmimGTON STAT! CfPAFtTMENT OF f:WLOGY (ECOLOOYI CONS I HLJLJ I .UN !STORMNATIER GgMERRL
PERMIT. IF IT IS REQUIRED FOR THE PR+<)JECT. THE APPUCANT SHALL PROVIDE THE CrrY COMES OF ALL MONITOMNG REPORTS PROADED TO EEOLOGY
ASOOCIATEPWTH THE TR�,rTI0N BTQRMIR+%TER GENERAL PERMIT
5. THE ESG PLAN SET SHALL INCLUDE AN ESC -COINSTRUCT10N SEQUENCE DETAILING THE ORODRED STEPS THAT SHALL BE FOl OWED FFK*A CONSTRUCTION
C;OMMENIMNENT TCf PDS7PRaO.ECTCLEANLPINORDER TO FULFILL PRCM0T EEC REQUIREMENTS.
A. THE BOUNDAMEQ QF THE CLEARING JI MITS, SENSITIVE .AIREAS ANID THEIR BUFFERS AND AREAS OF VEGE7AT1ON PRESERVATION AND TREE RETENTION AQ
PRESCRIBED ON THE n AMS) SHALL BE CLEARLY DELINEATED ENV FENCING AND PR1CITEC•TELI IN THE FIELD IM ACCrCI FLANGE WITH APPENDIX D OF THE CITY OF
FtENTON SLIRFAeF- WATER OESo� MkNLI L IFLENTOMI SADMI PRIOR TO TmE STALRT OF OlIvSTRUCTION. DUFMG THE CONSTT T104 PEMOD, NO DISTURRIMCE
BEYOM TI# Cif LIMITS S IA I BE P ERFATTED. THE -CLEARING LIMITS SHALL BE MMNTAINW BY THE APKICANTIEBO SUPERVISIDIR FOR THE OURAATION OF
QQIaTRIJQTIQN.
5 STAeiLLFE:V Ci)N5TRLjCn0N ENTRANCES SHALL BE INSTALLED AT THE SEMNNIM3 QF QONSTRWnQN AND NUINTAINEP FCR THE DURATH)N OF THE PROJECT.
.AI30ITKR4L4L MEASURES, SUCH AS CONSTRUCTED VMEEL WASH SYSTEMS DR WASH PALS, NAV BE RECXJIRED TO ENSURE THAT' ALL PAIiM AREAS ARE KEPT
CLEAMI AND TFUkCK-OuT TOR CAD FIGHT # Y44A'r D0E$ NOT OCCAA FOR THE IaUFLATIDN OF THE PRCLJEOT. IF S€DMP*-W IS TRACKED OFF$1TE, PUBLIC FIZALN SKALL
BE CLEANED T"CROWHLY AT THE END OF EAGH CAY- OR MIORE FREOLU4TLY DURING WET WffATNIER. A3 NECE-MARY TO PREVENT SEDOM3YT FROM ENTERING
WATER5 QFTHe STATE.
-0 WWW"QUT FRAM CONCRETE TR KS 3HAkL 4E PERFCR&ED OFF-VTE QR N PESKW%KTEID CQNCRk-r-E WA:5HOUT ARfM ONLY, DO NOT WASH OJT C ETE
TRUI= ANTI} THE GROUND, OR TCI STORM DRAINS OR OPEN DITCHES. ON -SITE ❑I !MPNISS OF E}OESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED 03IDRETE
WASHOUT ARE".
7. ALL REARED 9= BMPS NKA L 99 C0N9TftCrED AND IN OFFMA110N PRIOR TO LAND CULAIRS411I IAJIPA Ctrgv uCTION TO PREVE14T TRANSPORTATION OF
SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEM AND A0111llCEhIT PROP€R'TIES. ALL ESC aMIFPS SHALL BE IAM+fMNED IIV A SATMAICTDFLY CONDPTION UNTIL
T T T A IA
SUCH P� H�#T C�ARI I�1"� � R4ICTI0#I IB C4�'Ita'Lk�E AND P� E�+ITIAL FOIi OI}BrfE ERhM HAS PASSED. � £� SHALL BE RE410'VEC} AFTER
TRUC71 N IS CDNFLETEEi AND THE $FTE HAS BEEN STABIUFED TQ ENSURE PDTENTLAL F❑F flI4 91TF ERQI50N DDES MOT EXIST THE IMPLEMENTAT11ON
RILUNTENAiIICr FIAPL4CILMENT ENR-LAM MMENT AMC) REMOVAL OF ESS R141PIi rI-LALL BE THE RESFOi6IQILITY Of THS,AP LPCMT.
H. .ANY HAZARDOUS UALT'EF1 AUS OR LJOUID PRODUCTS THAT HAVE THE POTENTLAL TD FCLLUTFE RUNOFF SHALL BE DISPOSED OF PROPFJRLY
9. THE EEG BMPS DEFIMEO ON THIS 13RAIVING .ARE 1VTENDED TO BE PLLNWUM REDUIREMENTS TO MEET .ANTICIPATED SITE C❑N131nom. AS GONSTRUCTICHV
PROGAE S AND uNExPi=-CTEO-DR,93E CONAL CONDITK WTAM THE JMPPLj�-'mT SMALL ANTICIPATE THAT MoFbE Est RmFls WILL RE NIECE&we1' TMG FM E
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DUR14G THE COURSE OF GONBTRUCTKft f f SHALL BE THE DB)LIIIGAT AID REWONSIBILITY OF THE
.APP>_1Ic-'dNT TO TAPIDRE ANY NEVI QONQITIONS THAT MAY QE QREIATeQ 5Y THE AgnV1TIIFS IANID TQ PF 1DE ADDITIONAL E5C Imo. OVER AND AB Li MIMUN
REQUIREMENTS AS MAY BE NEEDED, TO PROTECT ADJAIC'EMT PRDFEFtTIES AND WATER ❑UALLITY OF THE RECEIVING DRAINAGE SWSTEML
10 APPfa7VAL OF THIS PLAN IS FOR ESC ONLY. IT DDES NOT CONSTITUTE AN APPROVAL OF BrCIRMI DRAINAGE DESIGN BLS NOR LOCATION OF PIPES RESTRICITORS
04&4NF=LS, OIL-STORMWATER FACILITIES.
11- .APJY UEWAITERINIa SYSTEM NEGESEAFtY FUR THE WNST12LIGTIDN OF t5T❑RMWATER FAbLUIES HALL EE SUBMITTED TO THE GITY FOR RE>+EVY AND APPROVAL.
17- .ANY AREA OF EXPCSED SOILS, INGLLADING RDADWAY EMELAMKMEINT5, THAT WILL NOT BE DISTURBED FOR TWO DAYS DUFUNG THE MET SEA CHI (=DEER 157
THRaOUGm ALPRIL 30%) OR CEwEN DAYS OUFuNG THE CRY SEASON 1hmAY TST 7HPKA GH CEPTEMBER 20mi SHALL BE IMMEDLo%TELY STABILI2ED %WTH THE APPROYE'=-
ESO COVER METHODS M O.. SEEDING. MULCH W6 PLASTIC COVEIONGL ETC.} IN CONFORMANCE WITH APPENDW D OF THE REhETON TE`�.
11 WWF &SON ESC REDIJIREMENTS APPLY TO ALL CONSTRUC17ION SITES BETM4EEM OCTOBEiR 1 ST AND APRIL WTH, UMLI=SS OTFERWSE �IPPRO+VED By THE CITY.
14, ANY AREA NEEDNG ADDITIONAL ESC MEA.SMES. H07 REC RARING IMMEDIATE ATTENTION. SHOL.L BE ADDRESSED 441THN4 SEVEN 7) DAYS.
ill TFIE ESC BMPS ON INACTIVE BITES S;RALL BIE INSPECTED AND MA1IfTAIINED AT A Mlhx MUM OF QVCE A iH*WH OR M41THPW 21 HOURS FOLLOWING A STORM E%PEh1T.
INBPEICM14 AND 41�ill"ITENANCIE SHIALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16 BEFORE COMMENCEMENT OF ANY GOWRUC'TION ACTfOTY. CATCH WIN MATS PER THE CITY STANDARD PLAN 2116.50 "LL BE PW) IDED FOR ALL STOW
PRAM INLETS 00M SILOK ANQ YYITHIN $QO FEET DF A QISTIJRSM OR Q0N5TRVCTl0P4 AREA. UNLESS THE FRJN4FF THAT IENTERS TFE INLET WILL BE cmmyw
TD A SEDIMENT PON13 DR TRAP. ALL GATGH EAKM INSERTS SHALL BE PERK3011 ..ALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNGTIONING
00riDITiON.
17- !4T NO TINE SHALL SfI iM =Ni AOCLIMLILATF>A EXCM n OF THE tAP ACIrY OF THE CA MH BRAN SUMP. ALL CATC•M &kSiIIII9 AND COvAYALNC E UNF-� SHALL RR
CLEANED PRK)R TO PAYING. THE -CLEANING OPERATC" SHALL NOT FLUSH SEDINEWT4ADEM WATER INTO THE DOWNSTREAM SYSTEM
1ik A Y PERM46NENT CTORNWALT1ER FALCILITY LOGATRQM USED AS A TEMPORARY CETTUNG SAGIN SHALL BE MCOIFIED w11 W THE NECE&SARV ESC BMPS AND SHALL
PROVIDE AGECW-rE STORAGE CAPACITY kF THE TEk KR;UW FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERM IN N E NT'37ATE. THE
TEMPORARY FACILITY SHALL BE RQUGH GRADED I�Q THAT THE BD rCiM AND SIDES ARE AT LELAQT THREE FEET ASQVE THE F1NbL +QRADE OF THE PERLILANENT
FACIL1Tr.
19 AREAS DESIGNATED OM THE RUNI5) CONTAINING EXISTIM13 STORRf4AJATER FACILITIES ❑R CI -SITE SPAPB IAAAIIENDED SOILS, BRDFETELMON, PERMEABLE PAVEMIEP4
ETO.II SHALL BE CLEARLY FENM AND PROTECTED USING ESC 8WIS TO AAv4= SEOIMEWiminION AND CONPAC'TION DUFF 00INSTRUG110N.
20. PRIOR TO THE BF-GiNrjr4G OF Tmr= WET SEASON (OCTOBER TSTX ALL GIISTURRED AREAS Si' k-L BE w"ECTED TO IDENTIFY WHIG M Oh -IS SHALL BE SOWED O#k
SEEDED IM RRIr--PARATw M FOR THE 4I1NTER RAINS. INBTURBEO AREAS SHALL BE SODDED OR SEEDED 111 ITI*4 ONE WEEK OF THE BEGINNING OF THE WET EOM
AN EKHIQrr QF THQ;3E AREAS TO BE SODDED ORDEEDED AMC' THQ511F ARIEAZ TO REMAIIL UKC0AiERL0 SLALL BE ODUMITTEQ TO THE Cirf FM REVIIIIIEtiW
21, PRIOR TO FKIL 4CONSTRLXT1ON ACCEPTAME. THE PROQECT BITE SHALL SE S'17ABILIZIED To SENT 5ED1MENT4.IftDEN'lVA7ER FRM LEAVING THE PROJECT BITE
ALL ESC BhFS SHALL BE REMOVED AND 5TORMWATER CCNVEYAJNCE SYSTEMS. FACILITE5, AND 04�EFTE BMPS SHALL BE RESTORED TO THEIR FULLY
fuNCiIONW7 ONMMI1 idw ALL DISTURBED LAREAt OF THE PRICK( T SITE SHALL BE vFAr=TjkT ED Mk &THhHIIVISV P9ft&khENTLY 8T�A�IB-TILL2915. AT AIL MNIMUM,
DISTURBED AREAIS SHALL BE SODDED OR SEEDED AiND M&XCHED TO ENSURE THAT SUFFICNT IEGOVER 441LL DEVELOP SHORTLY AFTER FOOL APPROVAPL. MULCH
% THOUT SeED1Ng 15 ADEQUATE FOR (AREAS TO BE 1AWWAPED $AFORE CCMUIER 15T
22. RWKE141ES ARE-CC*45IDERED TO BE A METHOD OF BANK STABILIZAT10N AND EROMN ODP47RIDL ROCKERIES SKILL NOT BE CO%37RUCTED TO SER YE AH3
RETAINING 'mV ALLS ALL RaQCKERIES IN CITY RQIIID RW*11TQ-Q17-INAY M-IALL K QQNQTRVQTED N ACCORDANIGE WITH CITY $TANDARDQ F=KERIES QVI-aIpe QF
ROAD FtlGHT&D:-•'UALY SHALL BE oomTRuk TM IM ACOOFMIMCE WITH THE INTERNATIONAL 13UILEMPJS C-13M.
VEIiI - NAVD 19 HWOWAL NAD 1983%199,
DATUM
UNLH513THERWt5F NOTB3, DA.IWNIS Ifi L4]17TO SCALE NM
STD. PLAN - 26&W
PUBLIC WORKS EROSION AND SEDIMENT CONTROL PR D
DEPART ENT A 9/28/2019
STANDARD PLAN NOTES
CITY OF
R E N T 0 N
Planning/Building/Public Works Dept.
IC220051 571
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
NJanders 09/29/2022
SUN RI DGE_TOWNHOMES_II
TEMPORARY
T.E.S.C-NOTES-AND-DETAILS
8 27-2022
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