C1-1-2SECTION 19, TOWNSHIP 17 N, RANGE 2 E, W.M.
FILTERED waiERJ
CATCH BASIN SEDIMENT TRAP
DETAIL ~
No sraLE TvP
TEMPORARY CONSTRUCTION ENTRANCE
DETAIL ~
No SaLE TVP
JOINTS IN FILTER FABRIC SHALL RE
SPLICE Ai PO 5 USE FILTER FPB RIC
RINGS OR EQUIVPLENi ip 2"x2" BV 1 Ga. WIRE OR
AIiPCH FABRIC i0 POSTS. EQUIVALENT, IF STANDARD
siRENCiH FABRIC use0
~ uw i=u~w u~u~=u~~u~i~u~=u~iul~.~ iRU~.~oN AREARENCH r f _II P
fi MAX i~ ~
POST SPACING MAV BE INCREASED BADUFILL /ZENW~HEU GRPVEL SUIL OR >V
i0 8' IF WIRE BPCI(ING IS USED
`2'X6" WOOD POSTS STEEL FENCE
NOTE: Pons, REBaR ore EouIVALFNi
PLONG COMOURSNWHENEVER POSSIBLE L<FD
SILT FENCE
DETAIL
No maLE TVP
ORANGE PU~STIC
PROTECTION FENCE
I~uk~l~ P=~11~°
z"=a' woo0 Posi, u
STEEL FENCE. RERAR
DR EQUIVPLENi
NOTES:
i. AnACH Pusnc FFNCF To PDSrs uslNC sAPLFS.
WIRE RINCS, oe EauIVALENT.
z JOINTS IN Pinsnc FENCE SHALL BE sauce0 AT Posis.
3. MAXIMUM 8' POST SPPCING.
BARRIER FENCE
DETAIL ~
No scALE rvP
EROSION AND SEDIMENTATION CONTROL CONSTRUCTION NOTES
~_ oL (Fm)
FACILIi~IESEAND iHENLbNSiRUCTIQN,UMAIMENANCE OREPUCEMENi AND UPGRADING
OF THESE ESC FCLILITIES IS THE RESPONSIBILITY OF THE CONTRMTQR UNTIL ALL
cONSTRUCnDN Is APPROVED.
z. sE PTANS M o ore
IN CONJUNCTION WITH ALL CLEARING AND TRENCHING. i0 ENSURE THAT THE
TRANSPORT OF SEDIMENT i0 SURFACE WATERS. DRAINAGE SYSTEMS AND ADJACENT
PROPERTIES IS MINIMIZED.
CONUITIDNS. DURING THE CO
FACILITIES SHALL DE UPGRADED As NEEDED FOR UNEXPECTED STORM EVENTS AND
MODIFIED i0 PCCOUNi FDR CHPNGING SUE CQNDITIONS.
d. THE ESC FPCILHIES SHALL RE INSPECTED DPILV RV THE CONTRPCiOR NJD
5. ANV AREAS OF EXPOSED SOILS, INCLUDING RDADWAV EM&llJNMENTS, THAT WILL NQi
RE DISTURBED FDR iW0 (2) DAVS DURING THE WEi SECSON OR SEVEN (J) DAVS
DURING THE DRV SEASYIN SHALL BE IMMEDIATELY STABILIZED WITH THE APPRDVED
ESC METHODS (E.G., SEEDING, MULCHING, PLASTIC CUVERING, ETC.).
6. ANV AREA NEEDING ESC MEASURES THAT DO NOi REDUIRE IMMEDIATE AiiENlION
SHALL BE PDDRESSED WITHIN FIFTEEN (15) DAVS.
]. HSP(CSiED G A
24NIHDUR STORMEEVENO MEASURING OS FINCHESE OR MDRE PRECIPIiAiIQN WIN
8. Ai NO TIME SHALL MORE iHPN ONE (1) FOOT DF SEDIMEM BE ALLDWED TO
ALCUMUUiE Ai A CHECK DAM. ALL CATCH BPSINS AND CONVEYANCE LINES SHALL
9. WHERE STRAW MULCH FOR iEMPQRARV EROSION CONiRQL IS REQUIRED, U SHALL
BE PPPLIED Ai A MINIMUM THICMNESS OF
2 i0 3 INCHES.
10. PRIOR i0 THE BEGINNING OF THE WEi SEASQN. (QCi 1-APRIL 3D), ALL DISTURBED
AREAS SHALL BE RENEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN
PREPARATIQN FQR THE WIMER RNNS. DISTURBED PREPS SHALL BE SEEDED WITHIN
ONE (1) WEEK OF THE BEGNNING DF THE WET SEASON.
o ~BRS]fi900~PO~ GR]LLT
105R9J-5889-801
UP~04-20-200fi
PAY ~ HE90
~+~
a
CALL TWO WORKING DAYS PPPROVEO FOR CONSTRUCPON
® BEFORE YOU DIG XI
BV: DATE:
DEVELQPMENi RENEW ENGINEER
1-800-424-5555
UTILITIES UNDERGROUND LOCATION CENTER
wecr N.wIE DrznwlNc
JOHN'S MEADOWS 6 of 48
PLAT GRADING AND TESC DETAILS
,. , C 1.1.2
.~~~Mw~ VELM, WASHINGTON
NOTE:
REINFORCE SURGRADE WITH GEOTEXTILE. AS REQUIRED.