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"T^ 'OA`^�� ~�-- 6'GRAVEL OR
3SMIN.pNPTH -�^" CRUSI.ED STONE
9 "DIA. MIN 7.bCK SIZE
(SEE SPECIFICATIONS) SHAPE CHANNEL. AS
REQUIRED`
SECTION A-A
OUTLET EROSION PROTECTION DETAIL
NOT TO SCALE
1
FLUSH\
ROADWAY
GUTTER
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2 RAI
A NT
3 POF
PAF
4 IN T
SID
DRY
K 314`1
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FOR RE5TORA N)
OF TRENCH SURFA J
511EETiNG,...
IF RECPD, TO BE CUTOFF
5' MIN, BELOW: GROUND ".9
I' MIN. ABOVE TOP OF PIPE.
ANY SHEETING DRIVEN `
BELOW MID -DIA OF PIPE
SHALL BE LEFT IN PLACE!
SEWER, DRAIN,
OR FORCE MAIN PIPE--
NORMAL. GRAOE �
<1
UNPAVED ; PAVED
1 REPAVE AS S IF£:D
-S- SCREENED .GRAVEL T0.12
OVER PIPE WHEN PVC PIPE
tS USED
SCREENED GRAVEL TO
figID- DIAMETER WHEN OTHER
TRENCH WIDTH, W
p
DIAMETER OF PIPE
W
UNSHEETED
W
SHEETED
TO 12"
3'
4'
14" TO 24"
4'
5'
30" TO 36"
5'
6'
6` - O"
CONCRETE RACKING AGAINST
UNDISTURBED MATERIAL
TYPICAL TEE
'NOT TO "SCALE
WHEEL CHAIR RAMPS'
FOR SIDEWALK UP TO 8' WIDE
A o i
/ SIIRFACE COURSE
�— F0t1NDATION
:SECTION A.- A
IN, AT ROADWAY EDGE ARE FIXED DISTANCES.
TO BE SAME AS ADJACENT SIDEWALK; i. e. DEPTH OF SURFACE
NCRET£ RAMPS ARE TO DE TEXTURED BY BROOMING IN A DIRECTION
3TH OF THE RAMP.
{MPS TO DE PLACED BEHIND THE STOP LINE.
5 DRIVEWAYS SHALL BE RAMPED. TO MEET THE GRADE OF
EfSUBJECT. TO CHANGE IN THE FIELD. IF EXISTING APPURTENANCES
TAKE THE RAMP LOCATIONS IMPRACTICAL OR UNSAFE.
CURE LINE —r RA
/ - SIDEWALK
NCT TO SC-LE
SFO£tq(CR
"w'%VAY
W
L
S.Y.
4' - 0"
3, - 6" !
3.2 ..
5' -0
2' - 0" 2
6.3
6' -D"
2' -0 "
7:2
6` - O"
0.- 0"
wi
FINISH WE G COURSE
GRADE
BWDER RSE-
VGRAVEL BASE--
VERTICAL CURB
NOT TO SCALE
THIS PLAN IS StlBJELrTo A PAYEmAMr DA?ED' !alj
7 IS PLAN t5 5us Erx ro A oe4Av_PF —Rmlr oAm(2
7'#15 P(Ag 15 5✓Bd1 =c? ro A dSA'nFtC.A.rE of AO-rIOIJ
I I CLERK OF THE TOWN OF LE
HEREBY CERTIFY THAT THE NOTICE
OF THIS PLAN BY THE LEXINGTON PL
DWG, NO, 1443.05 J08, NO. 71- 2554.10
4,
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SUSGRADE