HomeMy WebLinkAboutR1994-111925
1920
1915
1910
B
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ave
N E 1000.0000
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116.0 Tons Asphalt
it (Type 8- 9" depth)
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Center Lino, 2163 CL
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421 13 FL
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Build 6" PCC Driveway
( Field Locate)
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CI. 2x53 CL
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201
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Build 104.0 Tons Asphalt
Pavement (Type B- 9" depth)
400+00 +50
N
arAr era
/�1
N
2060 Cl.
20 15
1 65
—0.64%
N3
2001
42nd Street
1582
15 32
aI
81 it
15 11 Fl.
15 3 CL
1152 Cl.
I
N
VC /1
PI Sta 403+50
PI Elev-1920.00
L-216'
MO-O.ft
Elev-1919.31
H Ira 45
1813 TC1856TC
1843 FL1sos FL
8
1713 818
x1826 Cl.
18 15 TC
17.65 FL
1785 Cl.
•
X CMP
17 58 it op
1706 F.
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1693 it
1143 FL
"St0'
16.27 1C
15.77 FL
1726a.
18.41 Cl.
1813 Cl.
8
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X
19 32 FL
19 /2 TC
.I FL
21 630TC
2088
2138
FL
FL
21 06 TC 20 55 TC 20 70
5/8' ROAR
Note to Contractor
Intersection at US Hwy 281
Concrete to be drilled and
tied into existing.
This is subsidiary to
Build 99' PCC Pavement
See Standard Plan 301)
S
C)
I-
C.)
0 0
N N
401+00
V
NIA
N N
18 43 FL
1806
FL 17 65 FL
1706 FL
19.18 FL 1911 16.43 FL 1577 FL
15.65C 11.13 TC 1627 it
0111-1.4114nreweisesses
1/ ss n
Trees to be removed by others
Sta 400+61 to Sta 405+00
including intersection at
Hwy 281 & Osborne Drive East
Build 2,121.5 SY V PCC Pavement (478)
Build 1,091.2 LF 6" PCC Integral Curb (478)
Build 37.0 LF Concrete Header
Build 15.0 IF 24" RCP Class 111
Build Concrete Collar at FES 1 each
Remove 157.1 SY Asphalt Shoulders
Remove and Reset Flared End Section
Build 70 SY 9" PCC Pavement (478)
•
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37'
Lu
Vit
18.12 Cl.
L
18.5'
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C 18.5'
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e End jct 1994-11
tower
VC 91
VPI Stu 403+50
VPI Elev=1920.00
L=266'
M0=0.69
Elev=1919.31
—--—_-----_
Existing Grade
-- — ----—------- ______
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sq Cr)
NN
+50 402+00 +50
Proposed Grade
CJ.1
on,
N N
403+00
0
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DESCNIPTIDN
Hastings City Engineering
OWN BY
P6
DATE
/o-6-94/
=TRACTOR
Oft BY
RC D—g/t/
AMID BY
AS=NtTS
MN. NO.
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+50
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404+00
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+50
404+83 VPC/VPT 16.41 CL
405+00
1925
1920
1915
1910
INn qui Nn'WI
IMI, ltut NIA 11 ,9n, ',ninth
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8390/f1N ONIMVHO
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8391AIlN ONIMVtIO
16937c
1643 FL
16.41 a
1663 CL
16 27 it
15 77 FL
158
a
x
BROKEN CONC &
14.90 TC
1450 FL
K
14.60 CL
-2 7027X K
OLD CARS
x
14 27 TC
13 77 FL
141r a
13.88 TC
1138 FL
1378 CL
N
VC #2
PI Ste 406+83
PI Elev=1911.00
L=400'
MO=
+2.70
EIw=1913.70
14.73 TC
1423 FL
14
42nd Street
ND
x
15 69 TC
15 19 FL
1651 TC
1101 FL
w
11 93 TC
IS 43 FL
x
VC #3
PI Sta 409+83
PI Elev 1919.10
L=200'
MO= -1.0!
Elev=1918.01
g
1712 TC
17 32 a
15.59 8 I 18Ink CI. is a
17 72 Cl.
+2.7027%
18.11 it
1781 FL
11.01CL
x
Aro'
Ste 405+00 to Sta 411+00
Build 2,161.7 SY t1' PCC Pavement (478)
Build 1,200 LF PCC Integral Curb (478)
Build 7L O IF se RCP Close III
Build 2 each 3C Find end section
Build 2 each Curb Inlets Y=a', A=2'8'
Remove & Solvate 40.0 LF 2e CMP
18 17 TC
1767 FL
8
0
17.98 TC
1748 FL
18 OF CL
17U
x
0
w
1755 it 17.28 It
18.78 FL
1705 FL
+
CL
17 45 a
17.11 a
x
If 43 FL 15 77 FL
16.27 TC
1693 It
14.712 It
14 90 TC
I.3 IF PL
1427 TC
1925
1920
1915
1910
405+00
R
4P.
+50
406+00
13.36 FL
13 8$ iC
d
+50
13.30 FL
1
f -F
VC *2
VPI Sto 406+83
VPI Elev=1911.00
L=400'
M0= +2.70
Elev=1913.70
P
36" 'PCI'
`t-/905,79
6-X /514/n5 CN/ar7'
ZIP #C19,0 .Cev90s.72
•
ri
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51; ;A:11
+83 407+00
14 it PL
14.11 TC
�n
+50
17.61 Fl.
16 71 It
17 67 FL
18 17 It
NOON BRASS CAP
Gat MOS
1748 a 1705 FL
I, w Io 17.55 TC
11. 1C
21 TC
17.28
Existing Grade
Z•747Z
Proposed Grade
483
408+00
+50
d
+83 409+00
Cu op
+50
VC *3
VPI Stn 409+83
VPI Elev=1919.10
L=200'
40= -1.09
Elev=1918.01
NO
4 91-J
- -4
P7104 9e ad 5/reet
PRO NO.
/999-//
SESC IPTNIN
Hosfings Crfy Engineering
OSSN SY
.qso
DATE
10-6.-99
CONTRACTOR
RGv
w
W Yli�
MMUS
ave NO.
a
of
VPT 17.45 CL
-J
+50 +83 411+00
1920
1915
1910
s
z
z
a
rr
3
X
2
c
rr2
a
0
17.55 it 17.2/ TC
17 05 FL 167! FL
8
+
x
X
S
Sb 411+00 to Sb 414+25
BUNS 1,444.5 SY V PCC Pavement (471)
Build 150.0 IF P FCC Integral Curb (471)
Iliad 23.2 SY b" PCC Driveway (471)
Build 22.5 LF 1 d' RCP Close li
Build 2 each it RCP Flared end section
Remove t Salvage 20 LF CMP
16 411 TC 15 63 TC
15.06 FL / 15 13 FL
14.81 TC 13H TC
14.31 FL 1J.4! FL "
Sb 414+25
End P eJsct 1f14-11
Build 40 LF Concrete Meader
•
/ . 20'
O
1
a.
17.45 a
42nd Strect
14 31 FL
13.4! Fl.
1 N TC
12.62 FL
13.12 TC
ct
h
1920
1915
1910
1905
Existing Grade
Proposed Grade
25' Drive
9oaaQt3
ray\, i5."
PSQ,�, n
$0
1164 FL
103A Te
11 02 Fl.
11.32 1t
Build 104.8 S.Y. 8" PCC Driveway Entrance (47B)
Build 78.5 L.F. 6" PCC Integral Curb (47B)
Build 25.0 L.F. Concrete Header
+ +
a
MINIMUM MAINTENANCE DIRT ROAD
+
r`
""`
4/0 in' Sfree t
PI10L Na
/444/•'/,
DESCRIPTION
• Hastings City Engineering
WAN K
PG.o
DATE
,o-6-99
CONTRACTOR
1VMIp _NT
\_�L eI�►/V
/3MALT3
W NO.
WW 3
of
DM ST
�PGo
1920
1915
1910
1905
8
5
1
I
I
E
J J U 0 U CJ.1 V U U i �`
gi
U �0p I�1 U U yy�� 1�2. �
'01 SON Ino No as
o0 Nus{j-' *N MIM �T PP in I
rZ Nor .+ .yel el
a al
411+00 +50 412+00 +50 413+00 +50 414+00 +50 415+00 +50 416+00 +50 417+00 ;
1
6 f ./L "/ Sr
MATCH EXISTING JOINT PATTERN
IN INTERSECTION
/3.
1 /3'
_ JOINT DETAIL SHEET
40 FOOT STREET TO BE POURED IN 3 SECTIONS
2- 13 FOOT OUTER SECTIONS
1- 14 FOOT CENTER SECTION
See Standard Plan 331
Con 11/4 c f'/on
join r
y
/
/3.
//
//
/3' n'
t'
t
/If
// 5'
S'
Gon94tudiiA/ joints
<rrieJ
SO e
I/ S
I/ s
// 5 // 5'
// r
ds
•
//'
// r
"/ S
/ZS
/AS
//
/3'
7' 1 /3'
/3
m
•
AL
}
y2n Street
►PTO+. xo.
DESCRIPTION
Nostings City Engineering
OWN SY
R6"42
DATE
io-b-fy
=TRACTOR
DAN SY
/�G D
RS Rn
AS II
DRN. IC
of
y z
0
2
CC
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