HomeMy WebLinkAboutR-414204CN
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DoeuSign Envelope ID.$EECF5BB-602A-4E4A-B436-A317AA638878
jNNTS IN FILTER FABRJG SHALL BE SPLICED AT
POS7:4. USE STAPLES, WIRE RINGS, OR
EDUIVALENT TO ATTACdi FABRIC TO POSTS
Z xT 14 T'jAUGE WIRE, OR
1EQUIVA4LENT, IF STANDARD i
STRENGTH FABRIC USED
'.i'.
FILTER FABRIC
12` r.I;N
POST SPACING+ MAY BE INCREASED I I "A41 MIN. TRENCH
1� TO IV IF WIRE BACKING I$ USED
BACKFILL TRENCH WFfH NATNE SOIL
OR 3w TO 7-1 or WASHED GRAVEL
2-W WOOD POSTS, STEEL FENCE POSTS, OR EOUivALENT {FYP.)
NOTES:
1. CONVITIONS OF USE
1. 1, SILT FENGE MAY BE USED DOWNSLOPE OF ALL OWTURBEO AREAS.
1.2, SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATEb FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE COWdE YE D THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND-
2. DEs6om ANO INSTALLATION SPECIFJCATIONS
2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. ACOPY OF 7HF MANUFACTURERS FABRJG SPECIFICATIONS MUST BE AVAILABLE ON SITE.
AOS jASTM D;TSIj
30-100 SIEVE SIZE FO.C; ,tS nm) FOR $ILT FILM
so- IDD SIEVE 512E (Liao-a-i6mm) FOR OTHER FASR1 u$
WATER PERMITTIVITY (A$TM E74491)
9-02 SEC. IMiNuum
GRAB PEN911-E STRENGTH (AS1M 04632}
180 LBS- MIN. FOR EXTRA STRENGTH FABRIC
190 LBS. MIN. FOR STANDARD STRE MOTH FABRIC
GRAB TJ=NSIL F ELONGATION (ASTM 041332)
30% MAX. (WOVEN)
Vi-TRAvFOLET RESISTANCE (ASTM!0055)
7@% MIN.
2,2. $TANoARa STRENGTH FpaRlC REDUIRES WIRE EACKiNG TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WAIFIWtS A aTRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, rHE SLOPE SHALL NOT BE STEEPER 7HA7AI 2H_7 V
2.4. IF ATYPICAL SILT FEJi-0CE IS USED, THE STANDARD 4 X4- TRENCH MAY BE REDUCED AS LON4 AS Ti-NE F(ITTOM S INCHES OF THE $ILT FENCE FABRIC IS WELL BURIED AMC)
SECURE IN TRENCH THAT STABILIZES THE FENCE AND DOES NOT A_LOW WATER TD BYPASs OR UNDERMINE THE SILT FENCE.
24- FILTER FABRIC FENCES SJIALL OF INSTALLE0 ALOW CONTOURS WHENEVER POSSIBLE
3, MAINTENANCE 80140ARUg
3.1. ANY DAMAGE SHALL 8E REPAIRED IMMEDIATELY.
I N
3-2- IF CONCEfi1TIRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND-
T F N6 S A BARRIER TO OW AND THEN CAUSING
I IMPORTANT ro CHECK THE UPHILL SIDE aF THE FENCE FOR 9lGN8 OF HC ENCE GLOLi01NCT AND ACTS A EIA FL
8.3. IT E;
CHANNELIZATION Of FLOWS PARALLEL TO THE FI;NCE, IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4
. SEDIMENT MUST BE REMCW15D WHEN SEDIMENT 15 61NCHES HIGH,
s-S- IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE To ULTRAVJOLET BRE"DOWN, IT SHALL BE REPLACED.
VNI-VA UTHERWLSE N07 ED, DRAWING IS NU TO KALE [N IS[
STD. PLAN• Z1�I.U0
URI DEPARTMENT PUBLIC WORKS SILT FENCE GALZ g/2a/2vls
DATE
Encompass,
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 ■ Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
112212021
:45 AN
DDcuSign Envelope ID: BEECF536-602A-4E4A-B435•A317AA63RB78
R = 25' h9N.
r
]NSTALL DRIVEWAY CULVERT
1F THERE IS A ROADSIDE
DITCH PRESENT, AS! PER CITY
ROAD STANDARDS
4.4r QUARRY &PALLS
GEOTEKTILE
IF MIN. TH1CKNESB
CUNBTJq UCT10N EN TRANCE NOTES:
1. DRIVEWAYS SHA PAVED TO
THE EDGE OF THEE FU EIGHT-OF-N7AY
PRJPR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO
a�
AVOID DAMAGING OF THE
ROADWAY,
\\
2, IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SOTNAT
RUNOFF DRAINS OFF THE PAD
15, Mr".
PROVIDE FULL WIDTH OF
INGRE8 SfE=GRESS AREA
NOTES-
1. CONDITION OF USE
i-1- CONSTRUCTION ENTRAINCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVWO A CONSTRUCTION SITE ANUTRAVEUN4 ON PAVED ROADS OR DTHFR
PAVED AREAS WITHIN 1.R0 FEET OF THE SITE.
1.2- FOR RESIDENTIAL CONSTRUCTPDM PROVIDE STABILIZED CCWSTRUCYION ENTRANCES FOR EACH RESSENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE. STABILIZED SURFACES SMALL Be OF WSTIC1ENT LENGTHAMOTH TO PROVIDE vCHIGLE AGCESSMARKiNG, BASED ON L,OT SIZUCONFIGURATION.
2. DESLGN AND INSTALLATION SPECIFICATIONS
2•1 A SEPARATION GEOTEXTILE SHALL RE PLACED UNDER THE SPALLS TO PREVERT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD- THE GEOTEXTILE
SHALL MEET THE FOLLOWLNG STANDARDS-
QRAS TENSILE $TRENC4TH �A TM 11>4032)
20O LBS. MIN.
GRAB TENSILE ELONGATION IASTM D4632I
30%FARM. [W OVENI
CUR PuNcTuRE STRENGTH [AS TM U6241)
495 LBS FAIN,
ADS (WIN d47611
2D45IU,6- STANDARD SIEVE SIZE)
2.2 DO NOT USE CiSUSHEO 'CONCRETE. CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE. STADFUZATION BECAUSE THESE P1301YUC:Ts RAISE pFl
LEVELS IN STOSMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF TF{E STATE 15 PROHIBITEO-
2,3• Haft FUFL (WOOD BASED MULCH) MAY RE SUBSTFTUTW I5QFI OR COMBINED WITH QUARRY SPALLS LN AREAS THAT wILL NOT RE USED FOR PERMANENT ROADS.
HOG FUEL LS NOT RECOMMENDED J ok 8NTRANCE STABLLIZATiCH N URBAN AREAS. T71E INSPECTOR MAY AT ANY TIME REQUIRE 7TiE USE OF QUARRY SPALLS
IF THE HOG FUEL 13 NOT FRI VENTIOG SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEINO CARRIED ONTO PAVEMENT_
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TORESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5 WHENEVER POSSIBLE. T11E ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTfiD SUE ORADE THIS CAN SUa5TANTIALLY INCREnE THE
EFFECTIVENESS OF THE PAD AN-1 IRERLICE THE NEED FOR MAIHTENAUCE.
3, MMNTENANCE STANDARDS
3.1- QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER W ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT. THEENAl-TER14ATIVE MEASURES TO KEEP THE STREETS FREE OF
EMI ENT SHALL B EI D. THIS Y INCLUDE STREET SWEEPING. AN JN REASE IN THE DIMENSION OF THE ENTRANCE. OR THE INSTALLATION OF AWHEEL
S M `1 E U i= 1 MAY I C I G
F R TN R H A WATER SHALL •RAIN i A EDIMENT RAP POND.
WASH. I WASHING IS USED lT SHALL BE OC]T!E 1JN AN AREA COVERE>a W1 C U8 ED ROCK. AMP WASH A 8 L D O 8 T 4R
ANY SEDIMENT RA . D PAVEMENT SHALL BE REMDVED IMMEDIATELY BY SWEEPING- THE SEDIMENT COLLECTED BY SWEEPINS SHALL BE
3.3 N THAT IB T C'HE ONTO AV
REMOVED OR STABILIZED ON SIiE.7HE PAVEMENT SHALL NOT BE CLEAwM KY WASHING 004W THE STFISET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND
THERE IS ATKRW TO PUBLIGSAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDEME 14T WOULD THEN BE
WAVED INTO THE SUMP WHERE IT CAN BE CONTROLLEQ AN0 DISCHAROF0 APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS-
3.4. ANY LIUARRY SPALLS THAT ARE? LOOSENED FROM THI: PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCES}, FENGING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
UNLESS OTH ERM5€ NOTE D, DRAWING i5 NOT TO SCALE IN TS)
57D. PLAN - 215.10
OR
PUBLIC WORKS acanovEn:
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ g/zg/ZOIg I
WnhfOw hx,lo. DATE
:45 Al
Doeuftn Envelope ID: SEECF5BB-602A-4E4A43416-A3i7AA6.98878
ORAIWkUE GRATE
GRATE FRAME
7
SEDIMENT AND DESRt
OFWKAGE GRATE
(RECTAW
RI
FILTERED
WATER
u
ISOMETRIC VIEW
r TRIM
OVERFL(1W BYPASS
BE LOV! INLET GRATE DEVICE
NOTES_
1- PROTECTION SHALL BE PROWDED FOR ALL STORM DRAIN INLETS DOWA'NSLOPE ANDVOTHIN Hap FEET DFA DISTURBED OR
CONSTRUCTION AREA, UNLESS THE kUNOFF'THAT ENYEEFRs THEe CATCH BASIN WILL BE CONVIEYEU TO A SEDIMENT PUNO 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
4, SIZE THE BELOW INLET GRATE DEVICE 10W) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5, THE OK3D SMALL HAVE A BUILTAN 41GH-FLOW RELIEF SYSTEM [DVERFLOW BYPASS).
S. THE RETRIEVAL SYSTEM MUST ALLOW REMOvAL OF THE RIG WITHOUT SPLLUNG THE ODLLEICT50 MArEAIAL-
7- PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-D1.3(i5).
EL ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL HE REMCI VED WI-LEN THE $EOIMFNT I-LAS FiLLFD ONi=-THIiiD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE: INSERT SHALL BE CLEANL i OR REPLACED AT LEAST MUNOALY.
UNLESS OPICH WISE NOTED, DRAWING IS NOT TO 5CAIE (NTS]
STD. PLAN - 21G.�1Q
UR
pUi3tIC WORKSAPan EI}:
DEPARTMENT CATCH BASIN INSERT GAZ 9/2a/2018 I
o.,Ir. wap..s„ IwAA,.• PA7[
Know what's below.
Call before you dig.
:45 At
R-414212
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
ENathan
PMENT ENGINEERING
:0]
Janders 01 /27/2021
S
U
W
J
W
SURVEYED:
DBM
SCALE:
1 u-201
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
U RENT 0 N
Planning/Building/Public Works Dept.
MADRONA ELECTRIC
TESC DETAILS
DATE:
1122121
(�
`L
0
DESIGNED:
SRS
FIELDBOOK:
N/A
PAGE: NIA
2
PER CITY COMMENTS RECEIVED 1106121
SRS
118121
NEM
DAWN:
PMD
ONE INCH
DRAWING NO:
19656
1
PER CITY COMMENTS RECEIVED 11109120
SRS
1212120
NEM
CHECKED: CJA
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED: CJA
SHEET: 4OF: 8