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CONVEYED TO A SEDIMENT P94 OR TRAP.
2. INLET' PROTECTION SHALL BE USED TO PROTECT TWIE, {�IAGE SYSTEM.
tHE CONTgIBUTING`bRAlNAG I- AREA MUST NOT BEILRQ'ERIa HAN`ONE ACRE.
4: PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOP{N' rS VR515 �' EGMENTS, WHERE WATER CAN POND
,P,ND ALLOW SEDIMENT T SEPARATE FROM RUNOFF,.
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�y E.A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A AY FOR OVERFLOW.
INSPftCT BARRIE*9 NCB PREMOVE SEDIMENT AFTER' EA ' # ' ;I . SEDIMENT AND GRAVEL MUST BE
REMOMF.-D, FROM THE. T ; ` ELED i lAY_: WTEI-Y
URB, AND QUTTER BARF7IIER . `1,....,: ., N}T3PEN TCAf`F{C'
+ PUBLIC ARKS
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12/10/2024 I SS I RP I SS JISSUEDFORBID
DATE I DSN I CHK I APP I REVIS
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DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
CHECKED BY:
R. PARISH
APPROVED BY
15' ATB APR Ii
PROTECT GIB 6f4D FROM
SPLASHING W,, ATxER
: OTES
cm L`�C'.;�� {.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 216.50
SUBMITTED BY:
77
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LOCATE INVERT OF TOP P{PE 12" TO
14" ABOVE :BOTTO�::QF
tf& SUMP 'AG OMMODA-M
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1/2" SCH 40 F RAYER
ATB CO TRUCTION ENTRA ,
QQ ,W=CT WATERS" C`';��� O PONCE-
6" SLEEVE,00WR ROAD
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M TER LLD O, , NGED A 1VIIN{� OF�NCE F:� ,�,ON LARGE ��'�'tii0�,�:�..,,. . �PIVIORE THAI��� 20 TRUCKS PER HOUR ARE OWN- �`fED
WASH OR TIRE ,N. EED TO BE CHANGED MORE O TEM O'
r+ , � tlFTEN.
A `SEPARATE ONSITE TREATMENT SYST TH WASHWAT SHALL BE DISCHARGED TO EM, SUCH AS A CLOSE❑ -LOOP RECIRCULATION R
LAOAPPLICATION, " 'O THE SANIT41, SEWER SYSTW WITH PROPER APPROVAL AND/OR PERMITS FROM KING COUNTY AND THE CITY OF RENTON.
UNLESS OTHERWISE N{��, b-#Rw M0 { T Ta SCALE (NTS)
STD. PLAN - 215.00
P�UB��I vORK HEEL W SH AND PAVED p D:
QAZCON TR, 1 r. RANU
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4S U) w J S1-BT120-CTD101-104
BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.:
RTA/CN 0205-24
DATE: REVIEWED BY: DATE: DATE:
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
CIVIL
STANDARD TESC DETAILS
9/Z8/Zfl
MW
DRAWING No.:
BT120-CTD103
FACILITY ID:
BT120
SHEET No.: REV:
064 0