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IT 6IkY 03rA1EF8E0 IFa4T THE
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I. OGNUMCD1 OF USE
1.1. QQN$TRUQT1oN ENTRANCE MALL 13ESTABIL12ERwHEREVER TRAFFIC WILL. BE LEAVINC,AQQNSTRLIQTDQN SITE ANI3TRAVEL+•NG ON
PAVED ROAM C R OTHER PAVED AREAS WITHIN I JXQ FEET OF THE SITE.
PAR 1N' SIIESTRFLYNGIIi AiWjX751 1�p¢R�Ira11.
.GRAM TENSILE UWNGAT1OF3 JAStM 04EM 30%M57L
I.13LL31 RURST STRENGTH IASTIVI 0VMffiA3 i6OFS11AN-
AOS ASTMDQM 9WIS SIZQ
2- MlItMAND IN$TALLATIpN$PEi IMCATlpN$
2-1. HOG FUEL(VMD &A.SED MULCH) MAY BE SV&STF TED FOR OR COMBINED WITH QUARRY SPALLS IN ARIESTHAT WitL BOTSE USED
FOR PER%MENT ROADS. HOG FUEL 18 NOT RECOMMENDED FOR ENTRANCE STABIL17ATiON ITN UF26AN AREAA. THE INSPECTOR MAY
AT ANY TIME REQUIRE THE USE OF U41ARRY 5PALL2 IF THE HOG FUEL IS NOT PALvENIIN G SEDIMENT FROM BEING MACKED ONTO
PAVEMENT OR IF THE HO4 FUEL 19 BEING CARRIED ONTO PAVEkENT.
22. FENCING $HALL HE INSTALLED A$ NECESSARY TO RESTRICT TRAFFIC TO THE (ION$TRUCTION ENTRANCE.
24 WHENEVER POWIBLE, THE ENTRANCE $HALL BE 013NISTRUCTEDQN AFIRM, OQMPACTE[i$1J GRADE. THIS CAN $IjIB$TA;NTIALLY
";FtEASIE THE EFFECTIVENESS OF THE PALD AND REDUCE THC NEE¢ FOR MAINTE:NAHICE.
#. MMNTIMMM! STANDARDS
3-1. GWRY $PALLS SHALL BE ADDED IF THE PAU IS NO LONGER IN ACCOFWIVNCE W(YH THE 9PECH=ICATHOW.
92 IFUt ENTRANCE 19 NOT PREVENTING SEUIMEMT BE. NO TRACKED ONTO FAWMENT,THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT SHALL BE USED. THiSm&Y mCLLIUESTREET 91NEEPiN0,AN INCREASE IN THE DIMENSIONS OF THE
ENTRANCE, OR THE RiSTALLATION OF THE WHEEL WASFL IF VMISHING 19 USED, IT SHALL HE DONE ON AN AREA COVERED wrrH
QFKMM1P ROCK. ANP WAIjMM WAT3ER SHALL 3]FEi171 TO A 5913wEHT TRAP OR FOND.
7.3, ANY SEDIMENT THAT 15 TRACKED ONTO PAVEMENT SMALL EIr REMIOV1ED IMMEDI.ATRY BY SY EEPWO. THE SEDIMENT COL,LF; TED BY
S EEFINIG SHALL BE REMOVED OR &TA04LIZED ON STTE THE PAvr; A T W-KLL NOT U GLEANFD Ely WASHING DO" THE STREET.
EXCEPT WHEN SWEEPING I$ ENEFFECTNE AND THERE IS A THREAT TO PUBLIC SAFETY- IF IT HECESSAR)r TO WASH THE STREETS, A
SHALL SLW MUST BE CONDUCTED, THE SEDIMENT WOULD THEN BE WASHED INTO TAE SUMP WHERE IT Cm BE CONTROLLED AND
OLSICHARGED APPROPRIATELY.
3.4. ANY CKNMY SPALL9 THAT AAE LOOSENED FROPA THE PAD AND IENDUPON THE ROADYVAY SHALL BE f2EMuvM IMMEOLAATELY.
3.5. E VEHICLES ARE ENTERHJG OR EIDTMIG THE Sum AT POINTS OTHER THAN THE CONSTRLI47ION ENTRANCEZS� FENCING SHALL BE
NSTALLED TO CONTROL TRAFFIC-
ORA HAjE r.RA7E - r7,
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2. The BIOD shEPI h1149 R LWIt-IR hWg -UW r@W Syataro +aMeribW LyDesa)
3. The ietde i system must W9 rmTKwA of the BIGD wsF d splling 7Fe mtp iFd nnlerial.
4 Nrlo m rminhDwce L1 FOOOr4pAmwlh 81e K4" 5WOcoWn "I 3{15)
111 {TTp.F
JOWR N FILTER FOBgIC SHALL BE 9K CED
ATOM U5R STNRC* Wm rrMW. OR
ECIIIIVALENT M ATTACH F AB= TO POEFlS.
u
PQdF iV.y( Wka\r ae mrGmr- W:D
TO B IF WIRE SA00W IS U bED
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EOLhVALENT, IF BTANG06RD
EIIRELgFK FAIIRC 0yED
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1- CONDITION OF LI5E
1.1- SILT FENCE MAY BEUSED DDWNSLOPEOFALL INSTlAiSfDAREAS.
12 3IIII.T FENCIE 16 NOT INTENDED TO TRFAT CONCIEKTRATED FLOWS. NOR IS INTENIIIND TO TRFAT&POSTANTIAL AMOLINTO OF OVERLAND FLOW.
ANY CDNCENTRAT DFLOWMOST13ECONVEYEDTHFICUGHTHEDRAINAGESYSTEMTOASEDIMENTTRAPORPOND.
L W3IGNhWIIN8TALLAT10118F19CIFlCATIDN8
71. THE GEOTE%TILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPEC*1GATI0NS MOST BE
AVAA ASI.E ON 9 M.
ASR (IISFM PPSU ?F3M SIE4ESQE {OW419Hi(I F4RSILTFlW
741MSIEVES0 W-0 UAM FARMWFASUL3
Hf4TMFEAMT WM a 02 sa - I "r4m"
dYM'Mrvii IMLNGR IkffQ A&n IS -' HN. F0RCkTRASFT1EM41 F68141
WALES.MN. FCRSOMARD STRENG9 F% C
CRUTEHSIIE 11IM&ATION JASTM NEUI 30F.MAIL
LLTFI0NIOI-VM11Ei15FAM.E T1A nNNN.
22 STANDARD STRENGTH FABRIC REORIIRES WIRE RACKNG TO INCREASE THE STI7ENGTN OF THE FENCE WIRE RACKING OR 0106ER POST
SPAC&O MAY 06 REQL11Ri-D FOR IEXTRA STRENGTH FASRIQ IF FIELD PERKv1%NC£ WARRANTS A ETR4 WA FENCE
23, WHERE THE FENCE IB INSTALLED. THE SLOPE MiALL NUT BE STEEPER THAN 2Fi1V
24. IF A TYPI[AL $ILT FENCE 39 LMrn, THE STANTIAAD A.YA TRENCH MAY NQT BE RrDL)Crn AS LONQ A$ THE BOTTOM 6 IKH@$ QF THE SILT FENCE
19 WELL BURIED AND SECURE INATRENCH THAT STPEILE S THE FENOE AND DOES NOTALLow WATER TO BYPA9347R LRNDERdINE THE SILT
FENCE.
3. MAKFE11ANCE 5T'AHDMDO
11. ANY DAMAGE SHALL BE REPAID IMMISO ATEL*,
3M IF CONCENTRATED FLOES ARE EVIDENT LIPH ILL 00 THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYELI TO R SEEI MENT TRW OR POND.
$$L R IS IMPOWrAN7T¢4;HECK THE UPHILL SIDE OF THE FENCE MR SIGNS OF THEFE#NCr CLOWINGAND ACTWf3AS A BARRIER TO FLOW AND
THEN CAUSING CH ANNELIZAT10N OF FLOWS PARALLEL TO THE FENCE IF TM OCCURS, REPLACE THE FENCE ORREMOVEO THE TRAP
SEDIMENT,
3A. SEDWEWT MDST BE REMOVED WHEN SEDIMENT ISS ARCHES HIM.
15. IF THE FILTER FABRIC (GEOTE%TIM. HAS, DETERIORATED Di TO VL-FRAMOLET BREAKI3DW N, IT SHAil BE RI=PLAGf=D.
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1,1, RAU EIREDAT.
191,19 THE TOP OF ALL $LOPESWEXUI:SSOFBN,iVAND WITH MORE THAN WFEET OFVERTICAL REUEF.
1.12. AT INITERVALS ON ANY SLOPES THAT EXCEEDS THE D MENSIONS SPECIFIED BELLOW.
AVAIWES"I
NJW1PFK1hFT
FLOWFAFHLfNGTH
2111-1;1V
3 5%
300 FEET
i6T0 H:iV
�inlc
200FEET
I FEET
# y4 4 H:IV
#S97lF
50 FEET
2- DE$IQN ANT}INI TALL4TKE SPEQFII;ATK)K3
2 1 FOR SLOPES STEEPER THAN 2K-tV MTN MORE T#M LEI FEET OF VERTICAL RELIEF, DW(>FS MAY BE CONSTRUCTEOOR CLOISER
SPADED INTERCEPTOR SWALES MAYBE USED. THE DESIRE MEASURE MOST BE DE&MED BY AN ENGINEER TO EFFECTIVELY
iWTEr"PT TFiE Fi Cm VELOC1IY RUNOFF TO A SEDIWWr POND OR TRAP.
22. CUNVRUCTJON TRAFFIC OVER TEMPOnALRY SwAI ES SHALL BE MINIMIZED-
a- NAINTEMANCESTANDARD5
& 1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED I MMEDFATELY,
A2. IF THE FACILITY DO HOT REC,1iLARLY RETAIN STOW RUNOFF, THE C4PAC+TY AND*R FREQUENCY OF THE SWALES SHALL 8E
INOREAS+ED
$m. PLAN - M 1540 - smL PLAN - Z111.30 3LD. PLAN - Z14.00 MITI. PLAN - 91'7.10
FUBLIC 4fORKS STABILI�EB PU�T�TC WORKS CATCH BASIN FILTER FUBLIC �fORi{S SILT FENCE � A FUBLIC WORKS INTEI2CEPTGR SA4,E
.1 DEPARTMENT CONSTRUCTION ENTRANCE .I DEPARTMENT * DEFARTVIENT ;1 1* DEPARTMENT MARCH0Q8 MARCH �0 #!ARCH ZOOS MARCH 200a
CONSTRUCTION ENTRANCE
(COR STD. PLAN 215.10)
NOT TO SCALE
O
Know what's below.
Cal I before you dig.
AHBL PROJECT 2170057.10
NOTICE
WERUN A OF W DOOL11 W S%FLL MtlALWIF W
PppF{LAti SEAL FAo 9�1F,FLh�. TiMJf+rp1 �
M ER7.111013IT DOES ROT EE RATE FROM REIM
0I1 MV FMTS N NL TW DOMM 8 FOR LFA
plan rM " Pa0.ECx WITHER . aC nU RM
AN 15 NI TO K M FOR RUNk R NOM OR
AWTO TO T1{MT P50ECT OR FOR W OTHM PLaLLECI
-
CATCH BASIN FILTER
(COR STD. PLAN 216.34)
NOT TO SCALE
Lq
i m
T A CM A- SEATTLE, SPOKANE +TRL-CITIES 1
221$ NOM 30o $ueek. we 3w Tacoma. *A 9s i
26�182NV TD. 253,3 2572 F9 vn j l.mm I0
REVISED PER CITY COMMENTS
REVISION
SILT FENCE
(COR STD. PLAN 214.04)
NOT TO SCALE
SURVEYID:
G. FOLLANSBEE
DESIGNED:
B. SHENU
DRAWN:
F- KATONA
Bis 717i1 7 Sm CHECKED:
I F��r W. FIERST
B DATE APPR FFPRG:ED:
S. COMFORT
SCALE'
ROOK MUST comkAl-CLY OSIER THE
13070M AND TOES Cf YHE 6rMCW
8 Ma. T
24' MFL
2:'I BLtlREB
3 ! Rock
L=1mbiaTAmGE 8L.R71 TEAT P[%RlL
A AND 6 ARE OI/lRI4A1 [Lt4ATF6W
III= El
11 I I I -_ _ L
-
IT,I I ICI
MOTES
1, CONOITiON CIF IISI:
1.1. WERE CONCENTRATED RUNOFF PROM DLSTURBED AREAS TO AND FROM PONDS OR TRAPS.
1..2. TO COWEY RUNOFF INTERr-EPEE D FROM UNDISTURBED PJW-AS AROUND TmF SITE TO A NOWEROBIVE DISCHARGE POINT.
2- WJNTEMANCESTANDARDS
2,1. ANY SEDIMENTM IT*NOF MOM THAN 4SFFEET SHALL 6E RF;MOVED SO THAT THE CHANNEL I$ Rk,STOREP TO ITS QRIGINM
DESIGN CAPACITY.
22. THE CHECK DAM SHALL BE EXAMINED FOR S*NS OF SCOuRiNG AND EROSION OF THE BED AND BANKS. cF SCOURiiING AND ERDSON
W OMIRRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET.
PLBIX WORKS CHECK DAMS SPACING AND SM, PLAN -- M7.40
.*
DEPARTMENT CROSS SECTIONS
MARCH 2008
INTERCEPTOR S ALE
-- (CDR STD. PLAN 217.1 ,r --
NOT TO SCAI F 4
x i
CNE INCH
AT FULL SCALE
IF NOT CHE INCH
WALE A36DRDINGLY
YERnc,+L HU.19 196E
HORIZONTAL: NAP 1963/1991
DATUM
CITY OF
ENTN
Planning/Building/Public WorkL_, Dept,
CHECK DAM
(COR STIR. PLAN 217.40),
NOT TO SCALE
F-D
IN COMPLIANCE WITH CITY OF IENTN STANDARDS
DEVELOPMENT ENGINEERINGESURFACCE L ATER UTILITYIFitz-,J r es 07/ 1/ 017 a 07/ 1/ 017
LINDBERH HIGH SCHOOL
SOUTH PARKING LOT IMPROVEMENTS
RENTON SCHOOL DISTRICT
TESL NOTES & DETAILS
06/08/201
P.Aa!
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