HomeMy WebLinkAboutPD1996-50
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BUILD 6" PCC PAVEMENT (47B)
STATION TO STATION
SIDE
PLAN
SQ. YDS.
99+92 - 100+00
LT & RT
331
66.2
100+00 - 103+00
LT & RT
331
1052.5
BUILD 6PCC INTEGRAL CURB (47B)
STATION TO STATION
SIDE
PLAN
LIN.FT.
100+00 - 100+20
LT
301
34.5
100+00 - 100+20
RT
301
31.4
100+20 - 103+00
LT
301
280
100+20 - 103+00
RT
301
280
BUILD 21" R.C.P. STORM SEWER
STATION TO STATION
SIDE
PLAN
LIN. FT
100+05
RT
443-R5
186
100+05 - 102+00
RT
443-R5
195
BUILD 18" R.C.P. STORM SEWER
STATION TO STATION
SIDE
PLAN
LIN. FT
102+00
LT & RT
443-R5
30
TAP EXISTING INLET
STATION
SIDE
100+05
186' RT
BUILD JUNCTION BOX W/GRATE #3236
STATION
SIDE
DISTANCE
TYPE
100+05
RT
17'
30"x 30"
6
20'
BUILD CURB INLET W/GRATE
STATION
SIDE
TYPE
* 102+00
LT
A
* 102+00
RT
6
/ //' REMOVE
PAVEMENT
SIDE
STATION TO STATION
SIDE
SQ. YDS.
99+92 - 100+00
LT & RT
66.2
SAW CUT
STATION TO STATION
SIDE
LIN. FT.
99+92 - 100+00
LT & RT
90.7
* SEE DETAIL
NORTH
Scale: 1" =20'
0' 210' 610'
PAUL STREET
100+00
17.23 FL 4/
H 191.510
H 1917.483 -
H 1916.338
16.99 FL
16.87
16.79
L _
•X-11
GV
2' Gas
8'-O'
NOTE: CONTRACTOR SHALL DROP CURB AT INTERSECTION
FOR HANDICAP RAMPS TO BE LOCATED IN
FIELD BY ENGINEER.
3'-O'
4' O' -or.
a
L
66'
Hi
16.72
9
101+00
H 1916.102
14 1915.806
10
102+00 103+00
H 1916.193
El 1915.901
11
BLOCK 1
12
H 1916.312
H 1916.320
FL
14 UP
FL
16.63 FL
2'-O'
H 1916.872
ROW
16.38 FL
- Proposed Gas Main
1717 It 16137 IC
GI -Os ion fc
I�Jllt
16.61n_ 16,1 FL
-1.0%
o
16790- -0.22%
tzit
02
-0.70%
16.T0. -0.70%
01
,/ i -0.70% 165111.
-0.70%
16.02 FL
16.0,a
16
16.67 R.
19.910.
15.6711.
16.I11'C
13.11 FL BOX ;B.2% 15 411C 1612 Tr
15.52 PL +0.30% 19.41fl. 15.62 FL
02
0
a.
1545 CL
1532FL
+0.30%
+0.30%
15.1 FL
15.4111.
15.6211.
1/.11 %VCR 161311C - 16.52 fC 21 RCP 0.20%
2- 4'x W/30" x30" GRATE
• 199,0 12.64 FL BOX
12.69 TOP OF GRATE
+11 1916.112
1. H 1915.906
12.27 FL BOX
TBM #4: PROPERTY PIN, 3/8" BAR
SE COR. LOT 9
ELEV. 1915.81
H 1915.626
Proposed 8' D.I.P. Water Main
14 1915.505
19.821C
13.04 FL BOX
11 1915.625
14 1915.298
15.911C
TBM #5: PROPERTY PIN, 3/8" BAR
SE COR. LOT 11
ELEV. 1915.99
1612 it
14 1915.727
14 1915.527
CITY OF HASTINGS,
ENGINEERING DEPT. 00
Project
PAUL ST.= WABASH AVE. TO PINE AVE.
Proj. No.
1996-5
Description
REMOVAL & BUILD
Design By
B.B.
Dote
Drown by
B.B.
v.:197
APPro By
Contractor
Um. No.
1 of 2
0
g
PPROXIMATOLY-181-CUBC-YARDS- Fi'EXCAVAT1ON.
WILL BE •DERIVED. FROM, THE •CONSTRIXTION-OF-THIS
PRCRIECT.::.EXCESS:..EXCAVATICK:S.HALEME:PROPERTY
OF-THE-0ITYi.40E-HASTINGS: -A-HAUL SITE. SMALL
BE-.OETERMINED...BY E...ENGINE
UTILITY WORk-T0.-BE--DOME-BY-HAST11468--UTILMES.
SCALE
1-10RIZ •
1/ERTICAt.--1"
DE:TA 1 LJ TYPE•A
192
ND
of •
-COMBINATION.
ono] 2443 ... STYLE. .....
BARRIER-CURB-
191
1916
191
191
(Deeter or
f2
v/1-244
Equal) •
EXISTEW'GRADE
co
10
'0
GROOT'iJOINT
Vefl/cc//Hcr/zon/d/'fle/n,'orc/n ; vIcm
ntri
17-45.11Z:.P.
No.4 Rabat -0-42-0
SO"CAST1104GRATS 1' FRAME
0EETER•FOGNORY.H4:4236A.250.00..
LOR .APABOYEO.EOUIVALEACO.
ar
8?b..to C
5r 0
6
.1'
6-
otit VIEW
V 4=1 /Hotkorrtal atinforc.a.
• '1 • 1
A
.7... • "7"-/:".trg17,/,•"/"'",;44" 'art
Ne:CRoor 0"/4ni5
cio-&ytEw :
PROPOSED GRADES
- 0:22:70
0
co
co
10
40
O.
0▪ )
AO
24
14a 11-60732" cou=1
c.' '1
TAIL
TYPE•!te" •
TANDENt:56,"1:ONG nT.IONL.Z4:42.
anc.:24,45:;STYLE:1-1::::GRATE..w/ 2:4:45
CURIEREL-eiTer..cr.E.cival)
41-4"
• ..... ffifigAti
441tre:19.1.04,•
4.144,40
At •
Ecett.
% ••
DAVID t te
WACKER
1 00 +00
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE.FULL. DOT
NATIONAL PRINTFAST
PRINTED IN U.S.A.
101+00
102+00 103+00
0
r
m
0
W w
Y Y
V V
W w
22
U U
0 Z <
W o w
j-ZLL
O
CC
�0JJI-
)na<�
a-
NOTE BOOK
1-
0 00
co
NOTE BOOK
0
z
12
103+00 104+00 105+00
+ H 1916.461
H 1916.312
13
+-
H 1916320 H 1916.122
14
16.95, CL
15;11 Ft
6.42%
15.9211. 16.078.
15
11 1916.917
-r-
H 1916.669
16
-+
H 1917.055
106+00
t-
3 3
0
z
W H 917.361
M �
O
tG
O
H 1917.143
14 1917.091
J
V
3
_n< T Proposed Gas Main
+0.30% 16.22 FL 1657 FL
+ 0.30%
165811. 0.30% 16.k FL 0.30
4 a
15.62 FL 15.1111.
16121C 16.211E
M
11 1915.727
15.92 FL 16.0711.
I6N2% 16.51 %
-0.11% Ibb2 f
b H 1917.245
N
t0
c 0.30%
+ 0.30%
16,5211.EAt 1 ,bait 1611.
11.0211. EOR
J1/411 -
v I'
Proposed 8' DIP. Water Main
"2- i 1
+ + I
H 1916.108 H 1916.656 +
H 1917.500 -1 it
+ + H 1917.429
+ H 1915.872 H 1916.415
H 1915.527
TBM #5: PROPERTY PIN, 3/8" BAR
SE COR. LOT 11
ELEV. 1915.99
20'
NORTH
Scale: 1" =20'
9'
20'
40'
11 1916.942 11 1917.452
60'
H 1917.757 +
11 1917.587
1w
H1917.786 Q H
H 1918.006
W
z
0
Private water line
Future 8' water plain
5'-0°
.812
+
H 1917,813
TBM #6: PROPERTY PIN, 3/8" IRON ROD
NW COR. PAUL ST./PINE AVE.
ELEV. 1917.17
PRIVATE DRIVE
BUILD 6" PCC PAVEMENT (478)
STATION TO STATION
SIDE
PLAN
SQ. YDS.
103+00 - 106+01.3
LT & RT
331
1037.8
103+00 - 106+01.3
RT
301
301.3
BUILD 6" PCC INTEGRAL CURB (47B)
STATION TO STATION
SIDE
PLAN
LIN,FT.
103+00 - 106+01.3
LT
301
301.3
103+00 - 106+01.3
RT
301
301.3
Drown Ity
B.B.
Approve) By
Um. No.
2 of 2
APPROXIMATELY 181 CUBIC YARDS OF EXCAVATION
WILL BE DERIVED FROM THE CONSTRUCTION OF THIS
PROJECT. EXCESS EXCAVATION SHALL BE PROPERTY
OF THE CITY OF HASTINGS. A HAUL SITE SHALL
BE DETERMINED BY THE ENGINEER.
UTILITY WORK TO BE DONE BY HASTINGS UTILITIES.
ACITY OF HASTINGS,
ENGINEERING
p� 0
DEPT. �/ 4J
Project
PAUL ST.= WABASH AVE. TO PINE AVE.
Prat. Na.
1996-5
DncrtpOan
REMOVAL & BUILD
Design By
B.B.
Date
3/97
Contractor
Drown Ity
B.B.
Approve) By
Um. No.
2 of 2
SCALE:
HORI2::"l =
VERTICAL: •1'•
192
'2
D 0)
W
191
191
.EMStIHQ..QM#E
191
1912
4
w
2
s
U -
M
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co
CO
w 8 0
e
0
a
0
w
0
+
0
0
,+FESS p''
Q oe'e �� - •.�
0AVID:L :f:q
. WALKER
4.7t.!: F OF geaN
''cir
f�A1111ttItYt+�
103+00 104+00 105+00 106+00
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE•FuLL DoT
NATIONAL PR/NTFAST
PRINTED IN U.S.A.
w
.cc
0
0
ur 0
W
risir
C.> 0
o
Z <
W W
)- w
LI) Z4.
29
CC 0
D
NOTE BOOK
0
z
0
co
0
0
z
0 1
w <
w z
IuJtsj
0 0Q
0(.0z,e.
>. ??4
CC
w Cc e-
a) 0.000)
NOTE 80014
z
BUILD 6" PCC PAVEMENT (478)
STATION TO STATION
SIDE
PLAN
SQ. YDS,
99+92 - 100+00
LT & RT
331
66.2
100+00 - 103+00
LT & RT
331
1052.5
BUILD 6' PCC INTEGRAL CURB (47B)
STATION TO STATION
SIDE
PLAN
LIN.FT.
100+00 - 100+20
LT
301
34.5
100+00 - 100+20
RT
301
31.4
100+20 - 103+00
LT
301
280
100+20 - 103+00
RT
301
280
BUILD 21" R.C.P. STORM SEWER
STATION TO STATION
SIDE
PLAN
LIN. FT
100+05
RT
443-R5
186
100+05 - 102+00
RT
443-R5
195
BUILD 18" R.C.P. STORM SEWER
STATION TO STATION
SIDE
PLAN
LIN. FT
102+00
LT & RT
443-R5
30
TAP EXISTING INLET
STATION
SIDE
100+05
186' RT
BUILD JUNCTION BOX W/GRATE #3236
STATION
SIDE
DISTANCE
TYPE
100+05
RT
17'
30"x 30"
B
Contractor
yawn try
B.B.
Approved NY
BUILD CURB INLET W/GRATE
STATION
SIDE
TYPE
* 102+00
LT
A
* 102+00
RT
B
V/M. REMOVE PAVEMENT
STATION TO STATION
SIDE
SQ. YDS.
99+92 - 100+00
LT & RT
66.2
SAW CUT
STATION TO STATION
SIDE
LIN. FT.
99+92 - 100+00
LT & RT
90.7
* SEE DETAIL
NORTH
Scale: 1" =20'
20' 0'
20' 40' 60'
r -
PAUL STREET
100+00 101+00
17.23 FL
H 1917.483
16.99 FL
16.79
2' Gas
•
GV
8'-0'
3'-0'
4' 0'-a.
ej
c
HI
8'
H 191p.sio
13,821.00
87'
9
14 1916.102
H 1915.806
SOUTHWOOD ADDITION
BLIC I
102+00 103+00
OWNER: Lots 9-16 CASTINGS/ADAMS COUNTY
HOUSING DEVELOPMENT CORPORATION
A NEBRASKA CORPORATION
$3,074.37
10
70'
$3,074.37
H 1916.193
-4-20
14 1915.901
11
BLOCK 1
$3,074.37
12
70'
11 1916.312
-+
H 1916.320
Proposed Gas Main
171/
+
16 41 Ft -1.0% -0.70%
M.
6 I
0
FL 1675 CL -0.22% 16..V -0.70%
UP
b.!
1/26/ ra -0.70% 1651r1. -0.70% 16 Cali -
1652 16
16.02 FL
16.171C
13.11 FL BOX • cc
15b7 Fi.
15.91a.
15.61 FL
1.5.111t
t‘t
0
0
53211
15.65
+0.30%
+0.30%
16.4/ FI.
15.4(
+0.30%
1662 it 15 Al It
fig
As
15.95 Cl.
"1"--
15.62 PL
It LOA 163/ IC 16621C 21" RCP p.20%
15.62TC 10.97% 16.12
13.04 FL BOX
.6 ‘'--;>`•••..,%___ 41X 41,13. W/30%30. GRATE
12.b4 r L IdUr
M 12.69 TOP OF GRATE
("1 H 1916.112 50'
$2,195.97
12
50'
H 1915.626
Proposed 8' D. .P. Water Main
50'
50' H 1915,625
50'
$2,195.97 $2,195.97 $2,195.97 $2,195.97
11 10 9 8
11 1915.505
OWNER: Lots 11-12, HASTINGS/ADAMS COUNTY
HOUSING DEVELOPMENT CORPORATION
A NEBRASKA' CORPORATION
TBM #4: PROPERTY PIN, 3/8" BAR
SE COR. LOT 9
ELEV. 1915.81
OWNER: Lots -10,
RALPH BELLUCCI
BU‹. 2
MISSOURI PAC/F/C ADD/770N
H 1915.298
50'
11 1915.727
$2,195.97
7
OWNER: Lots 1-8, HASTINGS/ADAMS COUNTY
HOUSING DEVELPOlt ENT CORPORATION
A NEBRASKA CORPORATION
TBM #5: PROPERTY PIN, 3/8" BAR
SE COR. LOT 11
ELEV. 1915.99
H 1915.527
APPROXIMAT6Y 181- CUBIC' YARDS' Fi•EXCAVAT1ON
WILL BE DEIIIVED FROM 1HE•CONSTRUTION •OF. TH.S
PROJECT EXCESS EXCAVATION SBALL:X3E:PROPERTY
THE CITY OF •HASTINGS. A -HAUL SITE SHALL
TILITI WORK 'TO' BE 'DONE BY HASTINGS UTILITIE
SCALE.
HORIZ • 1' -
*ERTICAL:. 1" +2'
DETERMINED. BY THE. ENGINEE
192
•
co
40
EXISTING -GRADE
10
191
191
191
191
i0
0
40
PROPOSED GRADE
tg
cc:
tfl
CO
l0
0)
41)
100+00 101+00 102+00 103+00
PLATE 1 -SINGLE-FULL DOT
NA7701VAL PRINTFAST
PRINTED IN U.S.A.
CITY OF IIAST7NGS ,
IAENGINEERING DEPT.
1 00
Prtject
PAUL ST.= WABASH AVE. TOI
i
PINE AVE.
ProSp No.
1996-5
Description
REMOVAL & BUILD
Design By
B.B.
Date
3/97
Contractor
yawn try
B.B.
Approved NY
Om. No.
1 Of 2
APPROXIMAT6Y 181- CUBIC' YARDS' Fi•EXCAVAT1ON
WILL BE DEIIIVED FROM 1HE•CONSTRUTION •OF. TH.S
PROJECT EXCESS EXCAVATION SBALL:X3E:PROPERTY
THE CITY OF •HASTINGS. A -HAUL SITE SHALL
TILITI WORK 'TO' BE 'DONE BY HASTINGS UTILITIE
SCALE.
HORIZ • 1' -
*ERTICAL:. 1" +2'
DETERMINED. BY THE. ENGINEE
192
•
co
40
EXISTING -GRADE
10
191
191
191
191
i0
0
40
PROPOSED GRADE
tg
cc:
tfl
CO
l0
0)
41)
100+00 101+00 102+00 103+00
PLATE 1 -SINGLE-FULL DOT
NA7701VAL PRINTFAST
PRINTED IN U.S.A.
m
00
ww
W
x l"
U x
r
o
w O w w
>wz
z
=oJO
(.1)a¢ce
NOTE 8001(
d
z
0
O
x
U
N
z
o
W
x
Woz
w
0 xj O tt
1.)
atozp_
o r
i ao
vmN
NOTE BOOK
0
z
$3,074.37
12
70'
103+00
$3,074.37
104+00
SOUTHWOOD ADDITION
ELK. /
OWNER: Lots 9-16, HASTINGS/ADAMS COUNTY
HOUSING DEVELOPMENT CORPORATION
A NEBRASKA CORPORATION
+ H 1916.461
H 1916.312
13
70'
t
$3,074.37
H 1916.320 H 1916.122
16.62 ft
16J2 IC
15.71 H.
16.08 a
10.7919.
16.2110
16.421C
14
70'
105+00
$3,074.37 +
H 1916.917
15
70'
H 1916.669
+0.30%
16.721t
16.2211
$3,818.36
16 H 1917.143
86.94'
H 1917.055 H 1917.091
106+00
U
W
3
a
106+01.3 END
H 917.361
3 -
P
3
J
Proposed Gas Main
11.02
+ 0.30%
16.5811 0.30% I6 It 0.30
+0.30% 16» a.
+ 0.30%
16.42 fC 16.6/1C
+0.30%
16.52 R. KR
1142 R. fa
50
H 1915.727
$2,195.97
7
H 1915.527
50 T 50 H 1916.108
$2,195.97 $2,195.97
6
TBM #5: PROPERTY PIN, 3/8" BAR
SE COR. LOT 11
ELEV. 1915.99
5 +
H 1915.872
50
50 H 1916.656
$2,195.97 $2,195.97
4
OWNER: Lots 1-8, HAgTINGS/ADAMS COUNTY
HOUSING DEVE_OPMENT CORPORATION
A NEBRASKA CORPORATION
BLK 2
MISSOURI PAC/F/C ADDITION
3
20'
H 1916.415
Proposed 8' D.I.P. Water Main
50
44'
$2,195.97 $1,932.46
2
NORTH AOs,
Scale: 1"=20'
9'
20'
40'
1
H 191 .894
0.30% 1644a 0.30
0.30%
58 fl. 16 M.
-2-
H 1917.757 +
14 1917.587
H 19
4-
.429
1916.942 14 1917.452
60'
IW
H1917.786 t}Q H1 7.9
H 1918.0061
w
Private water line
Future 8' water Main
5'-0'
.812
+
H 1917,813
TBM #6: PROPERTY PIN, 3/8" IRON ROD
NW COR. PAUL ST./PINE AVE.
ELEV. 1917.17
PRIVATE DRIVE
BUILD 6" PCC PAVEMENT (47B)
STATI❑N TO STATION
SIDE
PLAN
SQ. YDS,
103+00 - 106+01.3
LT & RT
331
1037.8
103+00 - 106+01.3
RT
301
301.3
BUILD 6N PCC INTEGRAL CURB (47B)
STATION TO STATI❑N
SIDE
PLAN
LIN,FT.
103+00 - 106+01.3
LT
301
301.3
103+00 - 106+01.3
RT
301
301.3
APPROXIMATELY 181 CUBIC YARDS OF EXCAVATION
WILL BE DERIVED FROM THE CONSTRUCTION OF THIS
PROJECT. EXCESS EXCAVATION SHALL BE PROPERTY
OF THE CITY OF HASTINGS. A HAUL SITE SHALL
BE DETERMINED BY THE ENGINEER.
UTILITY WORK TO BE DONE BY HASTINGS UTILITIES.
CITY OF HASTINGS, peq
ENGINEERING DEPT.
Project
PAUL ST.= WABASH AVE. TO PINE AVE.
ProJ. No.
1996-5
Deacr1pO'n REMOVAL & BUILD
Design By
B.B.
Dote
3/97
Contractor
warn Ny
B.B.
Approv uy
Dm. No.
2 of 2
GALE:
HOR1Z.: 1"
VERTICAL: --1
192
N CO
r
r-
191
EXI$TING..GRADE
191
+0..30?%'
191
0 0
1PR9P:0.S.CD GI?AO:R
:3
191
w
z
F_
7
J36AP..QSEo...oRroES
ro
o
:o
4Ni
U I_ :
a
z
M
d
+
0
0
aY
103+00 104+00 105+00 106+00
HIGHWAY FEDERAL AID SHEET
PLATE 1 -SINGLE PLAN AND PROFILE -FULL DoT
NATIONAL PRINTfAST
PRINTED IN U.S.A.