HomeMy WebLinkAboutR-405104NW 114 OF SE 114 OF SEC. 29, TWP. 23 N., RNG. 5 E., W.M.
CITY OF RENTON, STATE OF WASHINGTON
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D3;.:;:- - _ �]. r EECFfiB6-602A-+E4A-B43G-A317"38878
RM WAYS SHALL BE PAVED TO
1 DT1-rE EDGE OF TW RIGHT-OF-WAY
PRIOR TO WTALLAT K)K OP THE
2YIAIN, C0NSTFMT10HENTRAINCk 1O AVCNQ CUUJJKCU49 OF THE
ROADWAY-
R IT ISREC46"NIDEDTHATTHE
ENTRANCE BE CROWNED SO THAT
RUNOFF DPJMSOKF THE PAD
P
INSTALL DRMEWAYCLK-VERT
IF rHER F IS A RQABSIDE
C1'FOH PRESENT, AS PER CITY
ROAD 97ANDAMS
4'-FF' (A JAH RY SPAL L S
GEGTExTI.LL
15, MIN.
MOVIDE FULL W101FH OF
INOAEES"OkeS$AI A
NOTES.,
1- C9rID1T10N OF USE
IIA. WNST NLICXICjN 1 NTRMOE SHALL Be STASILIZIEO WHEREVER TF+1U:FOC WILL BE LEILYING A COMSTRUCT10N SITE AND TRAVELING ON PAVED ROADS OH OTHER
PINED AREAS rl"IH 1,000 FEET OF THE $1TEE.
11. FOR Rr$113(:N*IAL CC*STAUC1E" PROW SITABIL1220 00114197PUC1'10?,I ENTRANCES FOR EACH WSODENC:E IN AGOilrt1C1N TO THE MAIN SURDIVISkON
EM1 RANGE. STABILIZED $URFACES $HALL BE OF SRIFFHMNT LENGTR VID tH 10 P ROVIUE VE:HICLE ACCESSPPARICINO, BASED ON ILO SirUCONFIGURATIOH
2. DESKUH AND IHSTALLA7M SPECIFICATIDIMS
2.1. A SEPA RATI ON OEOT E"LE SHALL ME PtACF D UN MR THE SPALLS TO PREVENT FINE SEDIMENT F ROM PUM PIING LIP WTO THE FLOCK M. MHE GEOTEX71L F
SHALL MEET THE FOLLCION G STANDARDS;
OWTMSILiE STRENGTH (A9fiM 041132)
200 LES. MIN.
GRM TEH9ILE ELOFW7ION (ABTM V4432)
30% MM. JWQVENJ
Cam{ PUNCT UR8 SIRENC3111`1(ASTM DE241 )
4015 La$l MIN,
AOL$ IA51FM D4"1)
20-46 N S. STANDARD SIEVE ME)
21- DO NOT USE CRUSHED Cot4CAETE. CEMENT, OR C:ALCVUM CHLORIDE FOR CpN5TRLICT0M UHTRJkW-E STABILIZATION BECAWSE THESE PRODUCTS RAISE PH
LEWLS IN ; TORMWATER AHO VONCFRETE DI001IARGE TO SURFACE WATL13S OE' THE STATE IS PFROFUI3I YEO,
2-3_ H0t3 FUEL (WOOD BA BED MULCH) MAY BE SUBSTITLFrFID FOR OR COMBINED WITH 01JARRY SPAUS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS.
HOG I:LJEL 01+07 RECOMMENDED FOR ENTRANCe STA9ILFZATION IN 1.9101tiN ARFA45, THL IN$FWTQR MAY AT ANY TIM RUQUIRE THE USA QF QIJJIRR'1' -6PALL5
IF THE HOG KIEL L3 NpY PH.VLNTINU SL-0IMENT FRbt. M-ING TRAuKilEo uNT0 PAVE:MEh1T OR IF #HE HDG FUEL IS BEING CARRIED ON701 PAVEMENT.
2A L PE=NCII40 SHALL BE WSTALLED ASNECESSARYTCI RI STRICTTRAFFll: T'OTHE CONSTRUCTIONENTRANCE .
2S WHEQ, VER nS $ISLI<, THE ENTRANCE S HALL BE COPNSTR UCTED ON A FIRM, COMPACTED SUBGRADE- THIS CAN SLI RSTAN TIALLY INCREASE T HE
EFFECTIVF,NE$3 OF THE PAD AND RL-DLPrr- TI IE: INI`LX F-� MAwINTENAM E.
J. MAANTEMMJCE STANOMIDS
3IAL QUARRY SPALLS 81-FALL BE AOD�ED IF THE: PAD IS NO LONGER IN ACCORDA3RCE WITH THE SPECIFICATIONS.
3.2- IF THE ENTRANCE IS N07 PREY ENT1NG SEDIMENT FROM BEING TRACKE D ONTO PAVT MENT, THEN ALTlt FRHATTVE MEASURES TO KEEP THE STREETIS FREE OF
$EDIMENT SH*ll E1E USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSKWS OF THE ENTRANCE, OR THE ML9TALLATIOhi OF A WHEEL
WASH IF WASAING IS USE D. IT SHALL BE DOME ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHAI,1_ OFWN TO SEDlUr: ,IT 7RAP OR PONE)
3.3 ANY SI_UIPAI::Nr 1FIAT 15 TIWX D(M4TOFAVEMENTSHALL HE REMOVED WIVIEDIATELYBY SW€EPM4G. THE SEDIMENT COLLECTED BY SWEERItNG19HALL BE
REMOVE OR STARIL12FD ON SITE.. THE PAVENE:NT SNIDE #*T M CLEIWE0 DY WASHING 060-'N THE TMEET, @kCEpY 44NE'N 9vvEe= PING IS INEFFECTIVE AND
THERE IS A THREAT TO PUBLIC SAFETY- IF Tf IS NECESSARY TO WASH THE STREETS, A S MALL SIJW MUST SE; CONSTI3UCTE D. THE SEDIMENT WOULD TFtEN BE
WASHED INTO THE SUMP WHIMS I T CAN BE C ONTROLL EO AM DISCHARGE D AtPPR}PRIATELY- WASN WIATM MUST DE PUMPED SAC K ONTO THE SITE MD
CANNOT DISCRARG£TOSNSTEIM$TRIBUTARYTQ$IjRFAy WATER $.
3A- ANY OLIARRY SPALLS THAT ARE LDDSENEQ F RCU THE PAD AND END U P O N TH E AC ADWAV Sk44 IKE RErMQvE ID I?.1MM&TELY,
3,5- IF VE`sHIOLES ARE ELATE RING OR EMTING THE SITES AT POINTS D'FHE]R THAN THE CO NSTRRUCTION ENTTRANCE(S), FENCING SHALL BE INSTALLED TO C,ONTROI
TRAFFIC.
UIYLE55 OTHERIM 5E NOT EO, DRAYJFN�i t 5 NOT TO SCALE 4"T-51
idpftk 5TD. PLAN - 215.1E0
["A Rl P OBLIC WORKS irPROYERI
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 I
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Docu iign EnvekVe ID: 6EECF5B6-602A-4E4A-B43(a-A317AA638878
Aux
C}HFkI[4AU GRATE � � TRW
GRATE FRAME
OVERFLOW BYPASS
{ BELCW. INLET {IRATE DEVICE
SfEKMENT LAND DIE- # IS
7-
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BELOW INLET GRATE DEVICE
SECTION VIEW
130METRIC VIEW
-- RETAIE►fAL SYSTEM (TYP.I
OVERFLOW 9YF'A95 (TYP,)
NOTES.
T, PROT'lli-CMW SMALL BE: MOWDE0 POR ALL STOFW DRAW INLETS DOWN51LOPE ANQ WITHIN 600 FEET OF A PI$TUR9ER] OR
OONSTFILACTK)N AREA. URLESS THE F#VNOPF #H4T ENTERS T14L CATCH 8A5IK WILL. It GDr,RVEYED TO A SEDIMENT PQNID OR TRAP
7, 1NLETMOTECIFTOMSHALL BEUSE D70PRO71ECTTHE MAINAG-SSYSTEM.
S. THE COW RIEU7INIG DRA INNC E3 A4IrA MUST k0'F BE LAilGE R TH AN ONE ACRE-
SIZE; THIS BELOW INLET GRATIS I]EVII;E (BIGD) FOR TH E $TORFAWATER $T RUCT LIRE 9 WILL SERVICE,
5- THE E34GO SHALL HAVE A SUIL-T-W 11-110H-ROW RELIEF SYSTEM (OVERFLCw BypASSI
S THE ACTMEVAL SYSTEM MUST ALkOW ARMOVAL OP YHE Ei<IOD WITHOUT SRLLIkG THE ML1=CTED MATI_FELAL.
7, MWOM MAFAW4AWrR IN AMCMANIOE WITH STAMAM SPEMMATFON "1.3(15)-
6. ANY SEQ MENT IN TFE CATCH BA&IN INSERT SHALL WE REUGVCa WHEN 7HE SFJ]UENT HAS FILLED (3 NE-T"R;D OF 7 HE AVAI{A41LE
S,rORAGE- T)-IE F M.TER MEDIA FOR THE INSE RT SHALL BE± CLEANED OR REPLACED AT LEAST MONTHLY-
UNRESS GTHE RMSF NOTED, (RAIDING 45 NOT TO SCALE [NTS]
STD. PLAN - 211.311
VI
PUBLICYVL+RK +�P9R YFD
R3DEPARTENT�FI $MI INSERT A 9f818Nup DATE
:45
aocuBigrL Envelope R 6EECFSB6-602A-4E4ALB436-lA317, A638979
J OIHTS N FATE A FABRIC SfIALL BE SPLICE} AT
F'p-gTS. UJ E STAPLIM W*E i:INGU. OR
EORIIVALENT TO ATTACH FA3 FiIQ TO PGSTS
7 xT 14 C42J E VARE. OR
ECKWALE10,IF STANDARD
STREIIGTII T'ik13RIC L1 SFU
TT
FILTER FABRIC
} f
•�F � � � �1 iirF
12, ON
PO$T SPACING MAY RE INCREASED i�'I.rIV. TRENCH
L
70 F 1M WIR E IIAC KINC, IS USE ID
UACKF ILL TRENCH VAT HKAI1 $OIL
OR '701•Ti7'WASHED GRAVEL
Z"I14' WOUIJ 1120619. S FEEL f ENCC POSTS, OR E QUIVALIEITT (Twl
liorm
I. 00"DI11 F4s DF U
1,1i, 8XT FENCE MAY BE USED D0vM9L E OF ALL 01STUROCO AREA -
1,'!. aLT FENCE IS M07 INTENDED TO TREAT CONCENTRATED FLOWS. NOR ITS IT 1NTENDErD TO TREAT 5US5TAMTyAL AMOUNTS OF OVERLAND FLOWLANY CONCE NTF.f.. LCA
FLOW Iuusr or IrONVEYI<D TF#10LFGH TINE 15FtFJI1AGE SYSTEM10 A SEQIMEHT TRAP OR POND
L 02SKM AND NSTAL LATION SPECIFICATIONS
7,1, THE OEOTE KTILE UOUD MST MEET THE 67ANDAR0.I5TED BELLOY4. A COPY OF THEMAHUFACTURE" FABRIC SPECIFICATIONS MUST RE AVAIL A3LE ON 6ITE-
A05 (ASTM 11317511
3G-i W$1EVE SIZE 110.60-0-15rnmI FOR SILT FILM
50-100 GI EVE SIZE 00 30�-0.15rrrnl FOR OTHER FABRICS
YMATER PER M1771YITY VN M DHII i
0.02 KC-1 MINM M
GRA[i TEINSM.E 157RENGT7 f (ASIM 04032}
1WLBS. FAIN, FOR EXTRA SnU NOV FAIIRT C
1 OD LBB. MIN. FOR STAN WIRD STRENGTH FA13RW
ORA9 TENSILE ELONGATION (ASTM1 DNM)
30% MAX. (WOVEN]
LILTRAViOLET RESISTANCE (AkSTM 043651
70Y. NN.
1 STANDARD ;STRENGTH FA BRIO RECUM4IES WIRE Sov CKR4G TO INCREASE THE STRE-00TH CF Tr IF FENCE, WIfR F BAC-XINO OR CLOSET) Post SPA 014S MAY BE 0 r:C"RED
FOR EXTRA STRENGTH FABRIC IF FIELD PEEIF ORM Al+CE WARRANTS A STRANGER FENCE.
J.3 WHERE THE FENCE; IE R4$TN.LED. THE SLOPEv SHALL NOT R F STEEPER TrIAN 21-1;IV
2.4 W A TYPrM $ILx F ENCE 18 USED. T 14E STANI:"O 4-V4' Y R ENCH MAY BE REDUCED AS LONG AS T HE BOTTOM B INCHES OF THE SFLT FENCE FABRIC IS WELL BURIED AHD
SECURE IN A TRENCH THAT STABILIZE$ THE FEINQIE; AN DQE$ NOT ALLOW WATER TO SYI'A$$ QR UNpERMINE THE $ILT FIENCE.
Z.5 I'll TERFABRICfIFNC:ESSHALLESEIWIAL.LEDALONG rONrL]L ts*lHENLVLRP4S540LE
3, MAmIE:NANC STAMISARD9
3-1. ANY DAMAGE SHALL BE REPAIRED 1MMEDIATELY.
3.2. IF CONCENTRATED FLOWS ARE Ev10ENT UPHILL OF 7#-W FENCE, THEY MUST BE IN7ERC:EPTED MID CONVEYED 7C A4 850E ~R5NT MOP OR n-40-
3.3. TT 1$ IhMPOR I ANT TO CHE 0< THE UPH ILL SIDE OF T HE FENCE FOR SIGNS OP THE FENCIE CLOOrGING AND ACTING AS A BARRIER 30 FLOW AND TH EN GAU $LNG
CHANNEUZATION OF FLOWS PARALLEL TO THE FE.NQE. IF THIS Opt; URS, REPLACE THE FENCE OR REM<M THE IRIPPE.D SEDIMENT,
3.4. SEDIMENT MUST BE nFlAOM) WHEN St 011VI1`NIT 19 6INICHES HIGH.
3.5. IF THE FILTER FABRIC: (GEOTEXTILE) HAS DETERIORATED GUE TO ULTRAVIOLET BREAKDOWN IT SHA41. BE REPLAC;EQ,
i
UNL€SS OTHEMY615E NOTED, ORAVANG Is No To -3CALL CNN
STD. PLAN - 214.00
j�pl BUC WORKS �R
DEPARTMENTV SILT FENCE AZ s
:4- .,,
R— 405104
PR18000280
B18003060
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING , 7
swarlick 04/24/2019
LAMES
Encompass oFWASSURVEYED: SCALE: DATE:
�� F� O C� SDM VERTICAL NAND 83/1 C T Y 0 F JD L DUPLEX
ENGINEERING & SURVEYING 4 REVISED PER CITY COMMENTS CJM 4.5.19 CJA NTS HORIZONTAL: NAD 1983/1991 04105119
�s e � DESIGNED: q
Western Washington Division (� 3 REVISED PER CITY COMMENTS DRD 12.28.18 CJA DRD RENTON PAGEFIELD:
N A
165 NE Juniper Street, Suite 201 • IssaQuah, WA 9SO27 • Phone: (425) 392-0250 • Fax, (425) 391-3055 �� 38285 �� 2 REVISED PER CITY COMMENTS DRD 1 1 .13.18 CJA DRAWN: DRD ONE INCH DRAWING NO:
Eastern Washington Division �� �-ISTER�O �� 1 REVISED PER CITY COMMENTS DRD 8.29.18 CJA CHECKED: AT FULL DATUM
407 Swiftwater Blvd. • Cle Flum, WA 98922 • Phone: (509) 674-7433 • Fax: (509) 674-7419 �SSIONAZ �� TJR IF NOT ONSC LE Planning/Building/Public Works Dept. TES C DETAILS 17707
NO REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
12/26/18 CJA 4 8
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