HomeMy WebLinkAboutS-0427 Map 3NOTE TAPE ouTTER iero s" TMROAT
SO" FROM INLET
R/W Line
Hole Dress shoulders
Right of- Way Line
Scarify subgrade 8"and compact
to 95% modified proctor density
Note All utility work Inside the
the proposed pavement shall
be backfilled entirely with
compacted SB-2.
Overall width this Proiect ---
let width of surfacing this project
2"Asphalt wearing surface crown
R/W
Line
Dress
Shoulders
7-"Compacted gravel or crushed stone base
Nofs Where subgrode is not suitable as
determined by the Enpineer,it shall
be undercut Normally it undercut is
12"or less, it shall be backtilled
with compacted Asphalt Bass Cours}
Normally it undercut is more than 12,
it shall be backfilled with compacted
B stone.
PICAL SECTION —ASPHALT PAV
SEMMETRICAL SECTION
n I Top of Curb
jDriveway Surface
I F_--LAI" per FI Slope
6 Concrete
Joint allowed onl b
and Gutter is Slip Formed
DRIVEWAY SECTION
NOTE POUR ALL JOINTS WITH
ACCEPTABLE BITUMINUOUS
JOINT FILLER
3/4 R I I I y
• ° I I V4.,
o J
a e ♦
rl A5S 3 9 4 UPRIGHT
TYPICAL SECTION— CONCRETE CUR
Right -of-Way
I
1- L.MI•
Iicol
�eI-+ SECTION
FLARED END DETAIL
All mattxYes in pudk rl0f- of- way
shall have provisiiol to facilitate
aril' necessary adjustments in tWVV
TyPil C.t Ill B
Cover,
!'
eF b
NOTE MoMdes may be con-
strutted of brick, pneadst rekttlrred
concrete or Poured-in-p/are concroro
Brick /nQ)ho/e1 shall have L12..
!�
AD fland cement piaster rusk* and
out,
All brick mortar and invert
be
Plastic coofed AH
Finishing mortar shoe pWkv;d
C4
skips at 15"O.c.
cement mor)or only. Mosary
cement shall rg be used In
-
Mat —has construction
For poured -in -place mebribo/es
bortom shoo be poured and cured
6•min. oraff
first
t -OIL0,
PJnah
Slope of W floor -I
STANDARD MANHOLE
Manholes fix 6 Mroupn 24 sewers;
manholes for sewers larger than 2411
require /ndivkduol desVill
— 3e
III��J���-�I�II 3s In"
30
L
IT —
see BARS m ij..
EACH wsT
u
NEENAH R-3233-D Curb Inlet Frame, Grate, Curb Box
(or approved equal)
V IF 4 RAR5 a i2
EACH eAT
v ULCAh -'JRFG NR 12' v 2 '
Stondard Reversible Frame and
Grate or Equo
GRATE INLET
N.T.S.
Asphalt
f \\
STREETS & PA
4
58-2 Full Trench [bpth,
90 % Mod Carlo.
4
O
—Beddnp B hbunchinp
r.T;TWLW
ROTE a"ORO R(ib
rowasr or
INLET
r
T ,
I•
1 32e .
All Sockfill Material • I' 6s
Shall Be SB-2 Compacted r
To 95% Modified Density f3000 P S I Class A Concrete
0 5's I@ 12
Both Ways -
' . t
• R •
-'w a
s
0
.0 s'e Q.
Is" &arm w♦ts
Depth
Vor ies
12 v /,
O ° • • ♦.
• • ° ♦ °
6, T • _
1
-- -- - - - All Reinforcement Shall
Be fily 5 Deformed Bars
50 J
G,o!e Inle• Detail (n.t.$)
WATER
Little Rock Municipal Water Works
221 East Capitol
Post Office Box 1789
Little Rock, Arkansas 72203
Telephone: 501/377-1223
POWER
Arkansas Power 6 Light Co.
900 South Louisiana
Little Rock, Arkansas 72201
Telephone: 501/372-3900
Arkansas Louisiana Gas Co.
1515 East 15th St.
Little Rock, Arkansas 72202
Telephone: 501/370-2743
TELEPHONE:
Southwestern Bell Telephone Co.
Telephone: Dial Operator and ask
for Enterprise 9800 for locating
buried cable.
NOTE
utility locations are shown on the original
site survey dated II-20-86 This information
was taken from location snaps supplied by the
respective utility companies and should be
verified m the field before beginning construction
or eFcovation
McClelland PULASKI BANK & TRUST CO.
Consulting
DESIGNED TO SERVE Engineers
Incorporated MISCELLANEOUS DETAILS
APPROVED DRAWN BYDATESHEET
Little Rock, Ar Fayetteville, Ar R i APRIL 98e
900 W. Markham 1810 N. College SS -SHOWN LR88-CALE JOB NO. FIELD BOOK
A5903
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