HomeMy WebLinkAboutHIP1984k WEST D/nIOm= /ONO
JECT
/NDLJS7W/AL PARK WEST
HAST/NGS NEBRASKA
Project No. H /P - /984
, z441
Approved.11.4yast 27 /9 i5/
hekme
Hastings City Engineer
IO'
Slope Varies
r/////////717 ./
30'
•
T YP/CAL CROSS SECT/ON
:1l1 steel reinforcement, sawing and joint sealin): requires, .:ill not he
paid for directly but shall be subsidiary to the bid items of the contract.
/8.0'
.021/F1
/0 0'
,
-7 7
77:–)/ '7 'J . .��
Longitudinal
Joint
360' Concrete Povement
O
0
/8.0'
.02 '/F t.
\Longi.tudinal
Construction Joint
8" Concrete Povernent (478)
Subgrode Compaction
integre/ Curb
Shoulder Construction
For details not shown see Standard P/on 30/ and 33/
i
Longitudinal
Joint
1
tic subnrade shall be ,a:ljusted to con'or^. to Lilo lines and : rau
on the plans in accordance with Section .102 :Ind >0[. of the
tancard State Specifications and its supplements. The upper
six (0) inches of the subs,radc shall he scarified, ..axed and
rccompactcd 10 the following compaction requirements:
Percent i)onsite
Moisture `'i ni:au�a Rona.......
mum
9P Min.I):> :. i .
Areas not meeting specified moisture density test requirements
shall bei removed and rocompacted at the Contractor' . expense.
AL1 excavation, subgradc compaction, and .;ares .cccssar': for
sub;radc construction shall not be raid for directl': but shall
be considered subsidiary to the _.. ¶toms of the contra....
/7-77
i
Slope Varies
Milli/
3.0'
ate:: 8,600 S.Y. of -c:c'
at direction or Eng'.^co
mato.
the scbgrade .0 conformance ... th ,iso ^,ci
ppl:a� and for soon1dvr.0::4 >5;:i11 purpose
)'.E areas on SI:c.
construction, sub., ad c' I'JF:ai>a ('t. t.tn, fiat er
>:ial<i...;ng spa:! per he nu:
o ...c bid t ^.'s (h
ed is
i
PR6JECT NUMBER SHEET
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LATE i SINGLE PLAN -
CHARLES BRUNING CO.
MADE IN U.S.A.
Plias f er 1 Goncre fe l-ncc serer f De
for
Sam f ary ( Sewer Crosst y .
in
pG
Sec bion dew M FroN/ I/evv
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Pilaster
Concrete Encasement
8'11/CP
NOTE: Sanitary Sewer sha// be /ocatet/ OM/
c/a-vat/0/2 verified Prior- to 10/479 of
pipe. Pipe joint connectiori s/ra//
net he /aid across the Sanitary .Sewer.
/1 fu// /eny/!r of pipe shaft span t/ieKC./?
Scar /"C-/'(71719
4oproved 8007 )/9 17
//as/i.7gs City Engineer
s
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tw
Z# MAMNOLE emib 4
Gpilex--':ale Tree Ah1
MANdf 8r , A4ThLMAFi.
PaAllogY e MANut. ,
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JOINT SEALING' FILLER
(HOT POURED TYPE)
9„
l "PREFORMED EXPANSION -
JOINT FILLER
I" PREFORMED EXPANSION JOINT FILLER
SHALL BE PLACED THRU THE CURB AT
INTERVALS OF NOT MORE THAN 100'.
JOINT SEALING FILLER
(HOT POURED TYPE).. i j
41 41/2"
• I" PREFORMED EXPANSION
JOINT FILLER
CONCRETE BARRIER CURB
QUANTITY PER STA.
CONCRETE 4.54 8 CU. YDS.
AREA 1.228 SQ. FT.
JOINT SEALING FILLER
(HOT POURED TYPE)
•
I" PREFORMED EXPANSION
JOINT FILLER
CO
CONCRETE MEDIAN CURB
QUANTITY PER STA.
CONCRETE 4.370 CU. YDS.
AREA 1.180 SQ. FT.
- MIN. SAW CUT
3/9"x Y2" JOINT FILLER RESERVOIR
CONTRACTION JOINT THRU CURB
EXPANSION JOINT THRU CURB & COMBINATION CURB AND GUTTER
DETAIL .FOR CUTTING
EXPANSION JOINT FILLER
•
/- 0"
I
8.> 11,7 --a 2 •-.--
4
c
INTEGRAL CONCRETE CURB
QUANTITY PER STA.
CONCRETE 0.948 CU. YDS.
AREA 0.256 SQ. FT.
cc
R
X
A
5
3.32
0.49
6
3. 61
0.57
7
3.87
0.64
8
4.12
0.70
9
4.36
0.79
/0
4.58
0.84
11
4.80
0.85
12
5.00
0.98
13
5.20
1.07
14
5.39
1.14
15
5.57
1.22
16
5.75
1.27
17
5.92
I. 29
18
6.08
/.31
19
6.25
1.33
20
6.40
/.40
BACK OF CURB
EXCLUDE AREA A WHEN COMPUTING
SQ. YDS. OF CONCRETE DRIVEWAY BACK
OF CURB.
I" PREFORMED EXPANSION JOINT
FILLER SHALL BE PLACED THRU
THE CURB AT INTERVALS OF
NOT MORE THAN 100'.
JOINT SEALING FILLER
(HOT POURED TYPE)
- 0"
2"
1" PREFORMED EXPANSION ,
JOINT FILLER
CONCRETE CURB TYPE I
QUANTITY PER STA.
CONCRETE 5.216 CU YDS.
AREA L408 SQ. FT.
THIS AREA TO BE ROUGHENED AND
CURED BY A METHOD OTHER THAN
A MEMBRANE CURING COMPOUND
PRIOR TO PLACEMENT OF CURB.
/-0•
N°5x8" DOWEL BARS"
AT 5'-0"CENTERS
1
B
-2
X
B
TOP OF CURB
CONCRETE DRIVEWAY
A�
GUTTER LINE / J
PLAN
A
GUTTER LINE
ELEVATION
t
PROJECT
NUMBER
SHEET
PKV -583
PHASE /
/0 of /3
JOINT SEALING FILLER
(HOT POURED TyPE)
I PREFORMED EXPANSION
JOINT FILLER
SECTION A -A
--JOINT SEALING FILLER
(HOT POURED TYPE)
I" PREFORMED EXPANSION
JOINT FILLER
SECTION B - B
DETAILS OF CONCRETE DRIVEWAY DETAIL OF RURAL DRIVEWAY
N°4 LONGITUDINAL BAR
INTEGRAL CONCRETE CURB
(ALTERNATE TYPE )
3/4" BOARD. TO BE
LEFT IN PLACE
CONCRETE HEADER
QUANTITY PER LIN. FY
CONCRETE 0.025 CU. YDS.
INTEGRAL CONCRETE BARRIER
CURB TO BE USED AT GUARD
RAIL INSTALLATIONS OR WHERE
SHOWN ON THE PLANS.
T
1" 8"
/ -0"
c c
--1
INTEGRAL CURB
0
V
v
9„
BARRIER CURB
DETAIL OF CURB DROPS
INTEGRAL CONCRETE CURB
(BARRIER TYPE)
QUANTITY PER STA.
CONCRETE - 1.307 CU. YDS.
AREA 0.353 SQ. FT
R2 JAN.80 MULTIPLE REVISIONS
RI JAN. 75 CONTRACTION JOINT THRU CURB
REV. No DATE DESCRIPTION OF REVISION
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLAN N° 301
PAVEMENT DETAILS
APPROVED :
JANUARY 31, 1974
DATE
ROADWAY DESIGN ENGINEER
SCALE
AS SHOWN