HomeMy WebLinkAboutRD-244-4lil
M.
DESIGN
SPEED
SIGHT
DISTANCE
30
200
40
275 -_ - --
50
375
60
525
70
825
BIT. CONC. BERM
D_ETAIL"FOR CROSSWALI
ALL LOCATION a
fD
OR ADAW
TO FM CoNor"Dom 300f1 7s
C�38. GA`BFtC. ANCHOR
�4 um & SEED (SEE TV. EM )�\
FIM GRADE
1E" GAVEL 6.. i TtPE VA-4
GRANITE CURB TYPE VA -4
�3' MIN. MAX. SLOPE 1.6% �
£AS VO Y MACE
DRIVEWAY SECTION
PROMDE 3' WDTH AT BACK OF SIDEWALK
"IH MAX • S. s • OF
MAX. LONC411JDINAL SLOPE OF 8X
20' MAXIMUM
ZONING OFFSETS
ZONING DISTANCE WALL
N • • a • PRINCIPAL
LINE
• A BUILDING
5' -0" Gt P 10' -0" _ P GZ
1 -- _- - - t 1 2° �T. CONC. G SURFACE
-�
1 1 /2' BIT. . WEARING SURFACE /
2 //2' SIT. CONC. BASE COURSE 4° L ®qM 2 1/2' MT. CONC, BASE COURSE
S I -ox `\ 120 GRAVE MIN. s.t.GU7a' SEED
1.8 -12" GRAVEL MIN3,$ 5+1.6N 1 4° LOAM &SEED
.�1
'� •\ \ '`Y a *L r ¢{ rf�`,•L,'. r;..},ry'k4. <' i 2? t'Y: r "� } }t z ir. " C�-r rr 1'r $ r
K - - -- GRANITE OM TYPE VA-4-- - - - -- -- \-`-GRANITE CURB TYPE VA-4------ \
\ \ ° DIVIDED STREET (7° REVEAL STANDARD) V -6"
4 LOAM & SEEDD 70 FOOT LAYOUT
1 1/2° BIT. CONC, G SURFACE
\ 1 1/2' BIT. CONC. BASE COURSE
-- C GRAVEL MIN.
1'_p^
5' -0' p - G2
11 lr SIT. CONQ WEARING
a a -BERM 2 1/2" BIT. CONC. BASTE COURSE SURFACE
i S-1.6% 3 /FT• 12' GRAVEL ��' y.1.6% 1 = -
e LOAM & SEED -° ----a((
� "✓� � drt �1. ; �- � �. tr. � Q ttOii ���r :-try $'. .�_ i2� §.r( iS t..�t, t. I rt• ��
4 LOAM & SEED i
`l 1 1/2° BIT. CONC G SURFACE 4' LOAM & SEED
L- e't /GSA M� BASE ARSE COLLECTOR STREET
BORROW TYPEf B -SEE NOTE 1 6-
5' -0 G1
UNDISTURBED SAND BASE
NOTES: G COMPACTED SUBGRADE a
1. DETAIL AS SHOWN SHALL BE USED ON TYPICAL BRICK SIDEWALKS. a
WHERE SHOWN ON PLANS AT LOCATIONS FOR 'TREEWAY, GRAVEL a LOAM & SEED .a
♦ ; FOOT LAYOUT
F., . h. q w. _ m
is
B MALL BE SUBSTITUTED min wwi%%,TED DENSE GRADED
CRUSHED STONE AND 2' DEPTH OF SAND BASED.
BRICK SIDEWALK PAVING -I ,ice T WEARING SURFACE
1 1/2' BIT. CONC. BASE COURSE
-- 8' GRAVEL MIN.
1WMPACTED
SUBGRADE -12" QMML BAm G
AS REQUIRIM
SLOPED GRANITE CURB DETAIL
SAW CUT LINE OF INI7IAL SAW CUT
PERMANENT PAVEMENT — / PRIOR TO EXCAVATION
a
-•.rr r s, fa' ke •�f �.: GIB w `rac
f 7 e.2• G'
- GRANITE CURB 1 112° BIT. CONC. NC. WEARING SURFACE GRANITE CURB -
TYPE VA -4 i 2 1/2" BIT. CONC. BASE COURSE TYPE VA--4 \
AREA
SQ. FT.
S -1.816
12° GAVEL 3 /B"/FT
T
W
- ---■°-
4' -O'
B MALL BE SUBSTITUTED min wwi%%,TED DENSE GRADED
CRUSHED STONE AND 2' DEPTH OF SAND BASED.
BRICK SIDEWALK PAVING -I ,ice T WEARING SURFACE
1 1/2' BIT. CONC. BASE COURSE
-- 8' GRAVEL MIN.
1WMPACTED
SUBGRADE -12" QMML BAm G
AS REQUIRIM
SLOPED GRANITE CURB DETAIL
SAW CUT LINE OF INI7IAL SAW CUT
PERMANENT PAVEMENT — / PRIOR TO EXCAVATION
a
-•.rr r s, fa' ke •�f �.: GIB w `rac
f 7 e.2• G'
HEIG1HT -
WIDTH
AREA
SQ. FT.
CU. YDS.
PER. LIN. FT.
A
T
W
2 -O'
4' -O'
2' -4'
8.667
0.247
2' -6'
4' -e' -
2' -6'
7.875
0.292 --
3'-0'
a -0"
ORDINARY . OW,.
9.165
G* TOP SZE
_
22' -0"
FREE f ORGANICS
2' -1o'
COMPACTED STAND. •.O....E
0.390 —
4' -0'
S
3'-0°
12.0W
&44
0.444
HEIG1HT -
WIDTH
AREA
SQ. FT.
CU. YDS.
PER. LIN. FT.
A
T
W
2 -O'
4' -O'
2' -4'
8.667
0.247
2' -6'
4' -e' -
2' -6'
7.875
0.292 --
3'-0'
a -0"
2r -8'
9.165
013.39
_
22' -0"
5' -6'
2' -1o'
10.541_
0.390 —
4' -0'
S
3'-0°
12.0W
&44
0.444
-2'
13.5+5_1
_
15.162
0 �2
GRANITE -- /i 4' LOAM 5,_0..
CURB & SEED G AS SHOWN ON PLANS
TYPE VA--4
GRANITE / SIDEWALK TO
CURB INS /�' DRIVEWAY
2' RADIUS TRANSITION
i
SAND &ASPHALT °! -�-
EMULSION AT JOINT �- 1' -0
w
z
8' -0" OR VARIES
PAVEMENT PLAN VIEW
PAVEMENT
TYPICAL CURB RETURN DETAIL
SAW CUT LINE OF
PERMANENT PAVEMENT 1.2" NEW PAVEMENT. MATCH
D4 THICKNESS.
xv E E-7 THICK
12"
l
W
LOW RETAINING WALL
Y- to f:
4' LOAM & SEED
12"
ARTERIAL STREET
70 FOOT LAYOUT
1' -0"
P G2
5` -0" ct 's , 11/2' BIT. CONC. WEARING MACE
2 1/2° BIT. CONC, BASE COURSE
BERM
r12' GRAVEL
5' -0" G1
5�1.8X�
} 1 R.....
i
�lil I�i�l- VIII--- fl'Ir2 - VIII VIII I'II ! i =illy I 11 -I�
�1�1i1 illll- -�Ilil II III - .�II!I iilih'lill !11fL �I'. �I�I11
p�
f U RBED GRAVEL BASE
SEE NOTE I -
�I�!I_I=
W - w a u1.1: i w
NOTES:
1. THE TRENCH EXCAVATION AROUND THE UTILITY WALL
TYPICAL DETAIL BE BACK FILLED WITH FLOWABLE FILL OR, IN CASE G
NATURAL GAS SIERVIM WITH GAVEL ACTED TO
95X DENSITY.
TRENCH RESTORATION Z NEW GAVEL BASE WILL BE INSTALLED AND
COMPACTED TO 95X DENSITY.
FOR MORATORIUM STREETS 3. THE FINAL TRENCH PATCH WILL BE TO
CURB. OR AS APPROVED BY THE ENGINEER.
4. PAVEMENT THICKNESS AND MATERIAL IN
ACCORDANCE WITH THE TOWN OF LEXtNGTDN
SPECIFICATIONS APPLY HEAT BY INFRARED
METHOD TO SEAL ALL JOINTS.
5, JOINT EXISTING PAVEMENT AND PATCH
MUST BE INFRARED.
3/0'/x• 3 jtrIF -T. 5+1.BfS
C r:
I t i.$.r t. r
4' LOAM & SEED
—1 1/2° BIT. CONC. WEARING SURFACE
1 1/2' BIT. CONC COURSE
GAVEL MIN.
MINOR STREET
40 FOOT LAYOUT
p --
1 1/2° BIT CONC. WEARING SURFACE
BERM 2 1/2° BIT. CONC. BASE COURSE
va � -1Y GRAVEL 31'WjFT.
4' LOAM & SEED
1 1/2' GT. CONC. WEARING SURFACE _{-
1 1/2' BIT. CONC. BASE COURSE
8' GRAM MIN.
LOCAL STREET
50 FOOT LAYOUT
LAYOUT WIDTH
,,L„
PAVEMENT WIDTH
"P"
SHOULDER WIDTH
G1
G2
40'
24. -0"
2'--0'
T -0"
60'
44' -0 " - --
2' -0"
-T -O"
70'
54• -0"
2,_6"
7'-6"
70' DI
_
22' -0"
5' -6"
4' -6"
+tvs�y
1
''vngu�`O mss, y i
jaiiu P.
g ra Eat`' �'y1
1
�1
5.1.6%
j--4 LOAM & SEED
ISfT.1x)E;a!
02
5e=1.8%
V -6"
11147:7
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