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INSTALL DRIVEWAY CULVERT
IF THERE IS A-ROAD,S,I,0E
�Q H R
SAD STANDARE H
_ `C�NG ROPE
j5
4"-8" QUARRY SPALLS
_TEXTILE
12" MIN_. TK1C.KNlS.
CONSTRU I , EWk ►' ICE NOTES ,1
1. DRIVEWAYS SHALt i E PAVED �, +Q
MikDGE CFa�h,9TITH� ' IGHT-( THE E
AVO .
ROADWAY-,:.
2. IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT.
RUNOFI= DR THE PAD
INGRESS/EGR,
__ a OFF
r✓ONSTROCI"13N NCB SHA B STABfiL A v �� ,
PAVED AREAS WITHIN 1.000 FEET OF THE SITE.
fQR RE kDENTIAL CONSTRUCT it PROVIDE STASI:UIZE'Q' TRUCTIC7N'E(uI OR EACH RES ?`'`DDITION TOTHE'fiViAITV S iBDIVISIORI
,.
iii
- SURFAG - -_ ll1- 1 (- _ = F.II _Iq
:,,L) N AND INSTALLATION SPECIFICATIONt
IL
k` ;BE PLACED UNDER TH ALLS TO PREVENT F'II EDIMENT FROIVfi' 1fi IP'IN UP INTO THE ROC `I Ad': THE GEOTEXTI TI ON GEOTEXTILE S Iy�l,
ET THE FOLLOWIN,TAL'jDARDS:
GRAB TENSILE STftNOTH (ASTM D4632)
200 L'
TI
�"�,;`''' J4751)
20-45 (U.S. STANDARD, SIEVE SIZE)
b NOTUSE CRUSHED CONCRI ATE:. CEMENT, OR CALCIUM CHLORIDE FOR it ION ENTRANCE STABU ION BECAUSE THESE WbDUCTS RAISE'pH'"
EVES girl STORIViWATER ND fJNCRETE DISCHARGE TO SURF,CE TERS OF THE SL!NTE .CS PROHI TED-
1'
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SHE �Z'S��E THEE �E COS �fi�A FI
� . w ��.. B �, � T�� � � � ��:, : z, � TA .O, Tom;
E(*ETkVENESS OF THE PAD ANLi�REDUCE'THE NEED FOfp��,,►iNTENANCE.,,,
3. MAINTENANCE-`TARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE F'AVS NO LONGER; rNACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
E I �t NT T INCLUDE STREET SWEEPING, AN DIMENSIONS F THE AN THE INSTALLATION WH S D fl E SHALL BE USED HIS MAY I CLU E S EE S EEPI G INCREASE IN THE DIME S ONS O E � R CE OR EOF A EEL
E k
WASH. IF WASHING IS USED. IT" ,; . L BE DONE ON AN AREA �' OVERED WITH CRUS OCK AND WASH WAT SHALL DRAIN TO AAEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL B9 REMOVED IMMEDIAT5 "Y,`,,?3Y SWEEPING. THE SEDIMENT COLLECTED BY,� EEPING SHALL BE
REMOVED OR STABILIZED ON SITE, THE PAVEMENT SHALL NOT BE CLEANED BY WA H ; G DOWN THE STREETj
g EPT WHEN SWEEPING I5 INEFFEGfiIVE AND
D. ISED1T WOU HERE IS A THRE � -u PUBLIC SAFETY. IT IS SSA WASH THE STREETS .'S,MALL ".ST DSTR ° IA TET E '' EN BE
T� -_ -- - -_ ._
LLS THAT.THATAWIft RCMi" '` PAR010 WD Ufi ON _ ALt SKWW 13MUE70fATLLY=
%�IES ARE ENTERING C ING THE SITES AT POINTOTHER THAN THE CON,', RUCTION ENTR'ANCE(S%,?EENCING SHALL'BE'INST1qj_ED TO CONTROL
C.,�T Y O&
+ +
RFNT0'
12/10/2024 SS IRP ISS JISSUEDFORBID
DATE I DSN I CHK I APP I REVISION
DESIGNED BY:
S. SRIDHARAN
DRAWN BY:
H. ONG
CHECKED BY:
R. PARISH
APPROVED BY:
S. SRIDHARAN
UN OTHFRWIS� NOTED, - 0AWING IS Not! b'SCAF' CNTE
Public
;' SUBMITTED BY:
12-02-2024 R. PARGAS
1
�a
I MAX.
POST SPACING MAY BE INCREAseb
TC 8' IF W.JRE I&AG ING t
2. MSIGN AND INSTALLATONSPOOFFICAMMI
2.1. THE GEOTEXTILE USED MUST MEET THE" STANDARD'LISTED BELL Q ,,GRY 4 F, 1E'MANUF { { R"a;F
3
F1
PERMITTIVITY (A§TM D4491) 0.02 SEC'fMINIMUM''.
I�❑R TCI�1 C CT /� 180 LQS MIN. FOR EXTRA STRENGTH,FABRIC
`_ !.. 11—dYSILLB k.__ _ �z�T _>(�A M 4- 4F-rUft i rt.. i #i l[a xa wwvm,s m ,� �e a�1 r AftVStiW
2.2. STANDARC) STRENGTH FABRIC REQUIRES WIRE BA C ; r 'TOrANIC I THE STRENGTH OF THE FENCE. WI
La
-_ .. �-�- i..-.-`�-�>t �- vim. _ ._ �-. �;_ ._ -
'ec -
QPE
4 _ I VIM
� _
SECURE 1N A `TRCH TAILI A SHE FENCE DOES N !F, [ W WAS 'F
2 FILTER FABRIC FENCES SHALL BE INST, LED ALONG CONTOURS WHENEVER POSSIBLE.
MAINTTIyesw wi
3.3. IT 15 IMPORTANT TO CHECK THE UPHILL SI E OF THE FENCE FOR SIGNS OF TH1 FENCE CLOG ING AND AC 1,i`NG AS A BARRIER TO FLOW,,,,, : THEN CAUSiN „
CHANNELIZATION OF FLOWS PARALLEL TO`THE FEN; ''. IF THIS OCCURS, REPLACE THE FENCt REMOVE THE TRAPPED SEDIMENT
3 4; SEDIMENT UST BE REMOVED WHEN SEDIMENT IS INCHES HIGH'
-., -
ET
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PUBLIC WORKS
SCALE:
Q J NTS
- Q FILENAME:
4S
w J S1-BT120-CTD101-104
BRT General Engineering Consultant J LL SDUNDTRANSIT CONTRACT No.:
RTA/CN 0205-24
DATE: REVIEWED BY: DATE: DATE:
12/10/2024 1 J. ALTCHECH 12/10/2024 12/10/2024
rar
R-433262
G
DEVELOPM__, GINEERING
ff IL
msippo 11 /25/2025
STRIDE BUS RAPID TRANSIT DRAWING No.:
SOUTH RENTON TRANSIT CENTER BT120-CTD101
BT105 FACILITY ID:
CIVIL BT120
SHEET No.: REV:
STANDARD TESC DETAILS
062 0
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