HomeMy WebLinkAbout262.30MATCH WTCH
GUTTER+---- CURB
W1E}TH W117TIi
STREAMS€'D
COBBLES.
SEE NOTE 3
GUTTER SL.�..... __.._��.._......._..
OPE UPSLflPE AND
DOMSLOPE OF CURB CLIT
PLAN
2" GUTTER DEPRESSION
AT FLOWI.INE
GUTTER UPSLGPE AND TYPICAL SIQE SLOPE
DOWNSLOPE OF CURS CLIT
spar}E `
INFLDyy 6" MIN FREESCARU 1 v
RCiA,0'NAY'
a+
• 1' QRC7P TD COBBLES ~~ � a � �•, � 1e.,
4'CRLISHEQ SURFACING17
TOP COURSE '� x . ; g10TENYl47h# FACILITY y'
COMPACT SOIL BELOYa 3 z , ? sem. ~3 �� _ :�•',
COBBLES, SEE NOTE 4 ;y; cP _ �.L • —�
-Ery31 r`
SECTION A
NOTE$I
1 SEE STb PLAN 262 20 FOR EDGE TREATMENT OUTSIDE INLET AREA
2. INLET CURB CUT WIDTH SHALL SE 24" ON GUTTER SLOPES ? 5%-
3 STREAMBED COBBLES SHALL BE 6" COSEILES PER VVSDOT 9.03.11(2) COBBLE PAD TO BE B' TH CK. VMTH 1.1 SIDE SLOPES, TAPERING TO 12"
WOE AT FACIU7Y SOTTOM
4. COMPACT SJORET'ENTION SOIL }SIX UNDER COBBLES TO 90% MAX STANDARD PROCTOR DENSITY (ASTM 0899].
GENERAL NOTES:
1 BONE] NFWCURB ANC GUTTER TO EXISTING CURB AND GUTTER WITH EPDXY ANO DOVIEL CONNECTION_ IF RETROFITTINO INTO EXISTING
CU RBLI N E REFER TO STI) PLAN 101 10 FOR EXPANSION JOINT DETAIL. UNLESS OTHER W ISE NOTED, )RAW I Y G 15 YpT Tp SCALE J NTSp
STD. PLAN a 262.30
rPUBLICtiN0R145 avEo:
DEPARTMENT BIORETEINTIC]N -CURB AUT INLETS C
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