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PAVING IMPROVEMENTS
SECTION
FOR
LOCHLAND COUNTRY CLUB SUBDIVISION NO.
PAVING
1. 6" PC.C. Conc. Pavement w/ Integral Curb, in place 4,282 S, Y.
Remove Concrete Header 62 L.F
3. Adjust Sanitary Sewer Manhole to grade I EA.
4. Concrete Flume, in place I EA.
APPROXIMATE QUANTITIES
OTAHDANO BLOC PRINT, OMAHA 030076
4
4
10
•
/9l)
35 '9
.._ . z Lam
VICINITY MAP
INDEX OF SHEETS
SHEET DESCRIPTION
2.
3.
BENCH MARK
•
COVER SHEET
PLAN & PROFILE SHEET
DETAIL SHEET
West rim of Sanitary Sewer Manhole
located in the intersection of Highland
Drive and Bard Street. E1.=1946.33
COVER 5/-/EET
ID R = 426.52'
= 38`4507"
Ch. 283.0/'
Torr /50.00'
L = E88.481
CURVE DATA
02 R 748.2/
a = /573'3/ "
Ch. /98.24
Ton. /C000'
L = /98.82'
140.15'
21.06
1
76.77
BARD STREET -o
'o
Exp.J/.
nt n4
DRIVE
/37. /9'
Exp. Jt
130.00
Exp. Jt.
Contractor to removE
existing, icon. header;;
Exp.Jt.
7b;
For Detail See
Sheet No 3
Y
0
0
Lu
1
b0
z z
Conc.
Flume
i�Q\ Xaa
'779
\ �iq� <>\ /3
/i k6).
.13
CX CPS
le
Contractor to adjust
Sanitary Sewer
Manhole to gr..=
Scale: I "
N . — sl; S' V). 43
�l
0'7 -e":"\*)
..� v7(N..
ke 'v cls --^t-14 }
Pr. oL;vc-o---
-
ocir-_
4T AI)
7,1
£,Th.
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -FULL LINE
7rTELEDYNE
PRINTED IN U.S.A.
51.0 1
00
//0
•
\N
Lon9itudino/ Joints
TYPICAL PAVEMENT SECTION
/5.5'
6" PC Concrete
/5.5'
/2.5'
/0.5'
5.5 6.5'
4.5'
o' O
31.0' CROWN ORDINATES
31.0' CONCRETE PAVEMENT
w/ Integral Curb & Gutter
22'
6" P.C. Concrete
Lon9i/udino/ Joint
b..
•
TYPICAL PAVEMENT SECTION
T(-tn/e9rol Curb
/4 per foot
22' Crown Ordinates
22' CONCRETE PAVEMENT
w/ Integral Curb & Gutter
✓o of $ee/er
esa Pwvi/»6vat Ye' .Paled
••
Bur/op Drag
sufficiently ;Co
remove apex.
Note
ff Exp. Jo,nf F./lar irOnner s/on
yP/.ss /,C exist
as, clot have dewy/
Bars.
MATCHING EXISTING PAVEMENT
Norio.'
z2r,4e4s4+ay/eos".l/lap O9vnitys
/i re• o'rap a -rd e s
,.Jvleavn in Ssc/,'ans.
w/%fiS o/ 46.0.09.47 .57 sec
A//sy act/ ter isswa •
• ees,e' Os-/✓e•attys /a LA -
4
F4 A//ey Ogee np. 21 LF
. CO�.r o.-irenys 30 L,'
4 (Unless Ote,,v/se• 'voted.)
INTEGRAL CURB DETAIL
.:� , 'er(4D/ a,r fyoe
. fe GHvi% $J6 et
•
%t %J '5 a n'/ceo4 sale
4L /V072r:
ger "nay be fanned as,n9
e,/ber a wood of-rrefr/
yrs a 4e/o' °ow -
frac/ ri/h ,a' -" '/ /'c'ems
LONGITUDINAL CONSTRUCTION JOINT- KEYED TYPE
with TIE BARS
hits F.//c�.ser/Az.^ *cc
•1•101/44 41a,,» ;•••:-•
n•:-•
+1Cf xJM'/i fcvi.id
!tis Llery -t-•••••
D
LONGITUDINAL HINGED JOINT - SAWED TYPE
with TIE BARS
e'd•bks ,C//er- c 4o%f/�
•1/.4:44-5 ofessro - 6,Vds Jb ; �•
AfxJ+J�Siiar.,a•! a
/ire Lw -s ®LO ¢cT . '
D
/
LONGITUDINAL HINGED JOINT EXTERIOR - SAWED TYPE
with TIE BARS
LONGITUDINAL JOINT DETAILS
t
I0
3
CONCRETE FLUME DETAIL
/1
A2//e•- c14oi m ar 49.4
w:i-/f/,o/,.rsw bye,
TRANSVERSE CONTRACTION JOINT - SAWED TYPE
`4,R -54'./ eet/i node --s
sb
it'
r-- .0.4414-4'rt5w.o..r 00124410 1 "
6."
. D ;
••O
6'eeye,434/ 9t
a•to an
!o oF,.rc/s)
TRANSVERSE CONSTRUCTION JOINT
TRANSVERSE JOINT DETAILS
d on'x. s/ o1 ,free ar�d
o/ carve/✓.J ,a%nfeo'
dove/Ger ,f/be
No. //oC00307%w4,e
// (o.P21,) w»'c
r.2'
.,fib/ir9 F //c, (/,ef rco' 1/pe)
%t-. /ef 'o%we/(T• 4iv- 72 .
/ x /e'oowc/K%•rot- 9
Arc we/d a/fors/e
cnSs o/o✓awe/s
K
/" Exp. de- Met/tiff/ t
SECTION •
Zo,ve/ruoi,.',vr Cernerre/e tion, ./omit o,o 47:264e
er ✓C•IC
1'
:.i3,vxes . a/ e,4gre1 r 12.49X.
LoSetro /raiz° -t\
°caws.cs ® /Cwoe.
!� t
PLAN SHOWING ASSEMBLY
grtmose-aetn:).4-4-,
/er�y//i �✓ Heys -..-ted
.DOWELED EXPANSION JOINT DETAILS
No. 4 0 x 2'-6" Deformed
Tie Bore :a' 3' O' c.c.
Notes
1 Location and length os
shown on plans.
e Dimension "T " is slab
thickness specified
3. Key shall be formed using
a metol strip held in
intimate confac/ wi/h
the povernen/ form.
5ealin9 Filler
(i-/ot Poured Type)
4"
94"R
/'- 3'/e"
E O " Min.
LUG -OUT DETAIL
Concrete Flume
(See Detoi/ This Sheet)
50R
Expansion
Join t
3g•
In/e9ra/ Curb
JOINT LAYOUT FOR CUL-DE-SAC
Expansion Joint
elCuogout
(See Detail
This Sheet)
NOTE:
/• Contraction Joints of intersection shall p/aced os
indicated
2. Contraction Joints between intersec/ions shall be spoced
/6 n lm
3. Expansiaxon/muJoin/s shall be placed as shown on; Povin9 Pions.
Property
L ine
Expansion Joint
2' Lugoul
(Sec Dete/)oi/
This vhe
Expansion Join/
INTERSECTION DETAILS
(Country Club Drive & Bard Street)
E'Lu9ou/
I ,
Exp. Jt Exp. Jt
JOINT LAYOUT FOR BUBBLE
(On Country Club Drive):
0
M
0
6
E.
--
Date
Dec -3, 1380
Job No
76/0
Sheet
3or3
'OTAHOAAO 'LUX /AMT. OMAHA 020.170