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JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPL ES, WIRE RINGS, OR
EQUIVALENIT TO ATTACH FABRICTO PCIM.
IT MAX.
- J
POST SPAOI PAY BE INCREASED
TO V IF AM' BAC ICING 19 USE
2'W" BY 14 G. WI RE OR
EQUIVALENT. IF STANDARD --_. ._..._..
STRENGTH FABRIC USED
FLTER FABRIC II►
i
3
MINIMUM 4-W' 1M40H _ V
SAGRFLL TF ENCN WITH
NATIVE SOIL
2'k4• WOOD POSTE, STEEL FENCE.
POSTS, RESAR, OR EQUIVALENT
NOTM
1. CONDITIONI OF USE
1.1. SILT F1=NCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND MISTALLATION SPECIFICATIONS
21. THE G RITE7(TILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECFICATIONS MOST BE
AVAILABLE ON SITE.
.SC$(,YSTH1 Cd75�i ii I
T 1X SILVIL SILL LkbO 015r FOR SILT FILWI
..^.-1 M. V FV F SI?F i .0-IR 1 YWj FOR :_3WR FA PFI
WA I hP PERptq I IIAIV iASINDYJ_7 0.02SN:"_M17NWLRq
13i7LN±RIH HJI'. ETIF S114N�H FAPRI�
.,PAR 7 FN1 I IF TRFI'J: HT I,.GTIvI f:]S t - j
1 111 R= __ .'.Pn i7BFN:i/if Fn PPI.-.
WAB TENSILE LLONCATION i, 5W V*32
IATRA'ul:ll ,.1F PFGI=TANi.F (.4 TR'ndsSS, .'•%I�IH. - --
22. STANDARD STREW REQUIRES WIRE BACKING TO -THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST
SPACING MAY BE #R EXTRA STRENGTH FABRIC IF - =RFORA4ANCE WARRANTS A STRONGER FENCE.
23. WHEWc THE FENCE ALLED,THE SLOPE SHALL NOT BE STE! - THAN ZH:W
24. IF ATYPICAL SILT FEN( _• USED, THE STANDARD 4x4 TRENCH MA .-IT BE REDUCED AS LONG AS THE BOTTOM B INCHES OF THE SILT FENCE
IS LVELL BURIED AND SFWRE IN A TRENCH THAT STABILIZES THE FERN CE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
3- MJAMITENIA14CE BTANDAR08
a1. ANY DAMAGE SHALL BE REPAIR IMMFDIATFLY.
3 2. IF CONCENTRATED FLOES ARF EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOOGINO AND ACTING AS A BARRIER TO FLOW AND
THEN CALISM 13 CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP
SEDIM ENT.
8.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS I IFICHEB HIGH.
S5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
I
t * 111-HILIC WORK" -:SILT FENCE PLAN — 4
DFP.AR-NIF.N T
WARC-T 2009
FLOW ovmcnm
LAY r 9QTY101Y1 SMT ON TOP OF NATIVE
SEGUIRE WITH PEA GRAVEL BAGS
EXISTING CURB
AND GUTTER
(TO REMAIN)
EDGE OF EXISTING
CURB & GUTTER
2" ACP CLASS
"E" OR "B"
FILTER FEINCE
NOT TO BCALIE:
2" SAWCUT AND REMOVE OR
GRIND, SEAL WITH AR4000W
REMOVE OR GRIND AND OVERLAY
WITH MINIMUM 2" CLASS "B"
ASPHALT CONCRETE PAVEMENT
EROSIONS CONTROL
NOT TO SCALE
EXISTING ASPHALT CONCRETE
rPAVEMENT (TO REMAIN)
EXISTING ROADWAY
ZA
NOTES:
1. ALL TRENCHES IN ROADWAY AREAS SHALL BE
-
r:� „,•,• � .g;
BACKFILLED AND TEMPORARILY PATCHED WITH ASPHALT
�
�;; ,�{ ►: ;'"��
AT THE END OF EACH WORK DAY. THIS WORK IS
C•4 ". .• .J.s�
SEE PROJECT
INCIDENTAL TO ALL TRENCH RESTORATION WORK.
SPECIFICATIONS FOR UTILITY
2. THE ROADWAY SHALL BE REBUILT WITHIN TWO (2)
f`}''= f'•:`-'
BACKFILL INFORMATION
WEEKS OF FINAL INSPECTION AND APPROVAL OF UTILITY
V.
INSTALLATION.
Mix -�'-• '
3. S.E. 137TH PL IS A CITY OF RENTON STREET AND
PROPOSED
SHALL COMPLY WITH CURRENT CITY OF RENTON
SEWER
TRENCH RESTORATION AND STREET OVERLAY
REQUIREMENTS,
S.E. 137TH PLACE
A CITY OF RENTON STREE
RESTORATION DETAIL
SCALE 1 "=2'
NOTES:
1. SEE PROJECT SPECIFICATIONS FOR TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. IF
CONFLICTS ARISE, THE PROJECT SPECIFICATIONS
SHALL BE USED.
2. FOR CITY OF RENTON RIGHT-OF-WAY ONLY.
LANE LINE
MARKING
STANDARD VEHICLE 'WHEEL PATH
2" CLASS `B'
2" SAWCUT AND REMOVE
OR GRIND, SEAL WITH
AR4000W
4.5' 3'
MIN. MIN.
2.5'
MIN.
*MINIMUM ACP CLASS 'E' Or 'B' SHALL BE;
PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS do INDUSTRIAL
ACCESS STREETS — 6" ACP CLASS 'E' or '9'.
RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' ❑r 'B'.
NOTE:
UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT
SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR
DETERMINING PAVEMENT THICKNESS.
EDGE OF PAVEMENT, —
EDGE OF CURB do GUTTER,
OR CENTER OF LANE LINE
TYPICAL IANGMUINAL PATCH AND OVERLAY
FOR FLEXIBLE PAVEMENT
Z' rl ADOPTED
L71'Y OF RENTON
+ •+ WANDAM PLANS
v • LOT DA'1'Jr: 02/05
DWG. NAME: H032 SP PAGE: H032
S=362 159
CHECKED FOR COMPLIANCE TO CITY STANDARDS
RECORD DRAWING
N' TJw* 0 FIRST SUBMITTAL ESM 12 08 11
1 SECOND SUBMITTAL ESM 1 04 12 SURVEYED: SCALE. DATE:
CONSULTING ENGINEERS LLC ` �P` VERTICAL NAVD 198E
WARNING" 334008thAvenueS,Suite205 I ® I I� I y/ v HORIZONTAL NAD 1963/1991 ISSAQUAH SCHOOL DISTRICT �/23/�1
WARNING:
2 MYLAR SUBMITTAL ESM 1/11/12 NM •�
Federal Way, WA 98003 DESIGNED � � FIELDBOOK:
FEDOW V,Y c283> 1138-6113 3 SANITARY SEINER REVISKMo ESM 24 12 RENTON SANITARY SEWER EXTENSION P2 PAGE.
�t
www.esmcivil.com MRER c425> 297-9900 DRAWN:
THE UTILITY LOCATIONS SHOWN 4 SANRARY SEWER RE�oNS ESM 10/m 12 omm DRAWING NO:
Civil Engineering Land Surveying Land Planning _,,1G Q� C I ONE INCH DATUM
ARE APPROXIMATE ONLY. DEPTH Public Works I Project Management I Landscape Architecture n STtR ` 5 AS —BUILT SUBMITTAL ESM 23 13 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ROADWAY DETAILS DT-O 1
S� �� IF NOT ONE INCH
UNKNOWN. CALL 1-800-424-5555. ESM JOB #1655-001-01 1 y3 rr3 N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 12 DF:12