HomeMy WebLinkAboutPD2005-12PIN TAIL AVENUE -WEST LOCHLAND ROAD NORTH 829.53'
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North
End Project
Sta. 108+62.82
Begin Project
Sta. 100+00
Paving District 2005-12
LEGEND
o4,
0 UP
•
•
3-22.01
0
FH
H WV
H GV
Utilities Director of Engineering
Date
Spot Elevation
Utility Pole
Control Point - Nail Set
Control Point - Temporary Wood Hub Set
Deciduous Tree
Coniferous Tree
Manhole
Fire Hydrant
Water Valve
Gas Valve
p. EJB
1912
Light
Telephone Box
Electrical Junction Box
Contour Line
—.—.—.—.—.---.—.—.—.—.— Flowline
— - - — - - — - - — - - — Property Line
CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
1-800-331-5666
•
.4•47^ .00.001101•1001046-1
s -St - toed
Hastings City Surveyor Date
INDEX OF SHEETS
SHEET NO. 1
SHEET NO. 2-3
SHEET NO. 4
SHEET NO. 5-8
COVER SHEET
PLAN & PROFILE SHEET
JOINT DETAIL
CROSS SECTION SHEETS
SUMMARY OF QUANTITIES
aa
AarLaWACKER14093
•js=
ITEM
NO. DESCRIPTION
ESTIMATFA
QUANTITIES UNIT
1 Build 6" P.C.C. Concrete Pavement (47B) 3,054.22 S.Y.
2 Build 6" P.C.C. Integral Curb (47B) 1,736.4 L.F.
3 Build Concrete Header (47B) 31.0 L.F.
4 Build Storm Sewer Inlet "Type A" 2.0 Each
5 Build 21" RE.RC.P. Storm Sewer Class III 132.0 L.F.
6 Build 21" RE.RC.P. Flared End Section 3.0 Each
7 Build 6" P.C.C. Concrete Flume (47B) 24L0 S.Y.
8 Adjust Manhole to Grade 3.0 Each
9 Adjust Water Valve to Grade 1.00 Each
10 Adjust Gas Valve to Grade 1.00 Each
11 Saw Cut 71.00 L.F.
12 Traffic Control 1.00 Lump Sum
NOTES:
The embankment and subgrade shall be adjusted to conform to the lines and
grades on the plans in accordance with Section 205 and 302 of the 1997
Standard State Specifications and its supplements. The upper six (6) inches of
the subgrade shall be scarified, mixed and recompacted to the following
compaction requirements:
Percent Density
95 Min.
Moisture Minimum Requirements Maximum
Opt. -3% Opt. +3%
Areas not meeting specified moisture density test requirements shall be
removed and recompacted at the Contractor's expense.
All subgrade compaction and water necessary for subgrade construction
shall not be paid for directly but shall be considered subsidiary to the
items of the contract.
Excavation, backfilling, and sawing control joints, keyway, tie bars,
dowel pins, and rubberized joint sealant shall be considered subsidiary
to the unit price per square yard of pavement.
Ow
Of
a
Hastings City Engineer
3 -Lr- Looe
Date
A CITY OF HASTINGS,
ENGINEERING DEPT.
Project
PIN TAIL AVENUE - W. LOCHLAND RD. NORTH 829.53'
Proj. No.
Description
PD 2005-12
COVER SHEET
Design By
R.G.D.
Drown By
B.B.
Date
l�]3/2200006� %
MP�r at
Contractor
Dm. No.
1 of 8
0
2
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
100+10.05 to 105+00
LT & RT
1711.50
---1-
-1-
103+15
103+15
RT
RT
A
1 Each
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Lin. Ft.
100+12 to 105+00
LT & RT
999.0
---1-
-1-
103+15
103+15
RT
RT
A
1 Each
ADJUST MANHOLE TO GRADE
I
Station
Side
100+10.05
100+24
CL
---1-
-1-
103+15
103+15
RT
RT
SAW CUT
Station to Station
Side
Lin. Ft. 1
100+10.05
LT & RT
71.0
103+10.59
LT & RT
80.0
B4)P = 99+70.001
N = 943.74
E = 496.66
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21.07 TC
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20.35 TC
21.0 Pb- 20.93 FL
24.3601 21.24 GL
0.72% 20.57 FL 20.21 FL 19.85 FL
0.72%
2Q.88 CL
PIN TAIL AVENUE
20.16 CL
6
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19.99 TC 19.63 TO 119 55 TC 19.79 TC
19.49 FL 0 72%,..-19:13: tL05 FL _s
II II
I) �) 19.80 L
.2--72%1944 CL
19.36 CL
0.5%
19.4 CIL
TYPE "A"
DETAIL OF TANDEM 72" LONG COMBINATION 2047
Curb Inlet Frame, Grate & Curb. Two Abutting
(DEETER OR EQUAL)
az
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Front View
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Vertical and Horizontol Reinforcing
No. 4 Rebor 0 12" O.C.
Side View
?0
20.50 TO
•
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P no
OC
22--
-21-
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20--
20.75 TC
19.50 FL
19.81 CL
19.75 FL
20.06 CL
20.00 FL
20.31 CL
0.5%
0.5%
20.25 FL
20.56 CL
BUILD 21" RERCP STORM SEWER CLASS III
Station to Station
Side
Lin. Ft \I
100+27.0
LT & RT
52.0 r\,
103+10.59
LT & RT
80.0
BUILD 21" RERCP FLARED END SECTION j
Station to Station
Side
Each I
100+27.0
LT & RT
2.0
103+10.59
RT
1.0
BUILD STORM SEWER INLET
Station
Side
Type
Quantity
103+10.59 SEE DETAIL
LT
A
1 Each
103+10.59 SEE DETAIL
RT
A
1 Each
SCALES -
1" = 20' HOR
1"=2'VER
0
,
'F7 '0 I
4,
4-
`6)
21.
2
--o--1----.
/y2�o-IA-=)6
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VAO
t0p- 10 +00
66 FL 20.93 FL o=7p% 29.57 FL
.56 T& 21.43 TC 21.07 TO
co
Street Light to be moved
20
20r52 -CL
20.21
00co
102+00�
-19:85-FL
8" Sewer
MDT -
19.49 FL
0.72%
9
'6Q
103+00
19.13 FL
ny
'9
S
9.05 FL
0.5%
19.25 FL
,
9S
104+00
19.50 FL
19.75 FL
Fi
-170
&t
105+00 0.5%
20.00 FL ._
20.25FL
20.71 TC
8" Water Main
20.35 TC
19.99 TC
19.63 TC
3.55 TC
19.75 TC 20.00 TC 20.25 TC 20.50 TC 20.75 TC
8" Water Main
To
by Hastings Utilities prior to construction. (�
0
100
•69
0
\ 9F
To
F
'9
1 ,
9g, aA,
<6 -
6
0
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x
9
NOTE: 1. Approx. 809 C.Y. of Embankment will be needed for the
construction of this project. 678 C.Y. will be derived from the construction of
Pin Tail Circle which can be used on this project. That leaves a deficit of 131 C.Y.
that will need to be hauled to the project. The Contractor shall notifyxthe City where
the dirt is coming from so that a Proctor curve can be generated for Giompaction-testin
8
2. The cone section of the manhole at Sta. 103+15 is too high. 7(9,�
Hastings Utilities will be working to correct this problem before street construction.
0 3. Contractor shall grade ditch at each end of the flared end sections so it will drain.
!) 4. Contractor shall saw cut existing asphalt street to get a good straight edge
'69 to tie into.
17
c
O 8 m
0
0
61.
N
28
26
T'E.M: _ Fina hlxdi•ant,:SW Co
NW Bonnet Bolt
Elev. =1.913.81
Ldchiand Rd./.Osborne Dr. West
0
,S
BUILD 6" DRAINAGE FLUME 47B
Station to Station
Side
Sq. Yards
103+10.59
RT
241.0
14.67 FL Flume @ Back Prop. Line
Ll
Property Line 12.75 FL Flume
Back of Curb
FL = 12.50 ±
5'
E
1.
18
5' Inverted Drainage Flume Detail
SCALE: None
CJTY_PL_H_ASTI NGS,
ENGINEERING -DEP -T _0
Project
PIN TAIL AVENUE - W. LOCHLAND ROAD NORTH 829.53'
Proj. No.
PD 2005-12
Description
Construction Plan
Design By
R.G.D.
Dote
3/2006
Carfroctor
Drown
BY
B.B.
Approved By
Dm. No.
2 of 8
T.R.M: = Fire Hydratit;. S.:Side of Cocblarid:RcL
1001 -West of•Pin Tail -Ave.
Elev. =.1925.24
24
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0
O
O
II
N
-I6
w
w
WI- STA • _
VPI• EL• 2
00+20:00
:46
g1 • _- 0:72%
g2 • =0.72%
CURVE LEN = - 0.00
28
�-'"- 26
24
22
20
18
16
14
12
co
co
0
18.9
0.72%
FL 21"-RERCP
N
Proposed G •side
co
as
0
O--1
cxp
+kV
V
0.72%
xisting G
ad
N
VPI - STA - 03+10.59
22
20
18
16
14
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100+00
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1+50 102+00
2+50
103+00
3+50
104+00
4+50
105+00
l
ci romzv
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oma
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20.75 TO
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21.00
's9
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N P
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21.25 TC
20.75 FL
ao999L9+901.
50 FL
91 CL
+00
50 FL
19.75 FL
20.06 CL
19.75 FL
N3 IV
N N
0r
�O
m
10
r
2% 2%
a
r
20.00 FL 0.5% 20.25 FL 20.50 FL -20:98 -FL -0.5v0.5% 2i 2�J TCEOp
2031 CL
0.5%
20.56 CL
20.81 CL
0.5%
20.79 FL EOR
i,
21.06 CL 21.10 CL
0.5%
to
r
0
co
m
IV IV
N N
r0
mm
00
.Rr
1$-FL-o.5*0 20.98 FL
21.20CL-2'28CL0.5-4 21.20 CL
0
BEGIN PROJECT PD 2005-13
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,
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0
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N 0
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a_ '
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STA. 0+35.5
•�� rom zv
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co
21.29 TC EOR 21.19 TC
0
.so
20.94 TC
Fernzre
D1(1A
$303N,ws
20.69 TC 24.62 TC
20.79 FL EOR 20.69 FL
20
21.10 CL 21.000L
ofN
20.44 FL
20.75 CL
0
20.19 FL 20.12 FL
I
20.50 CL 20.43 CL
W U)
ez
0
2,
'So
0
20
0
<9
•R�
105+00
20.00 FL
RI
0.5%
20.25,FL
S. Sewer Main
F
<9
106+00'is
20.50 FL
0.5%
21
20.75 FL 20.79 FL
i<e7g
0.5% 107+o S9
20.98 FL-2113FL0.5/> 20.98 FL
8" Sewer Main
gIPIN TAIL AVENUE
20 79 FL 20.69 FL
0
<9
108+020.0'0
0
0
F
20.19 FL 20.12 FL
30 TC
20.25 TC
x
0
8" Water Main
20.50 TC
20.75 TC
21.00 TO
'- BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
105+00 to 108+62.82
LT & RT
1338.0
105+00 to 106+77.55
LT
188.95
107+08.55 to 108+62.82
LT
185.67
SCALES:
1"=20'HOR
1"=2'VER
I
BUILD 6" P.C.C. INTEGRAL CURB' -------
Station to Station
Side
Lin. Ft.
105+00 to 108+62.82
RT
362.82
105+00 to 106+77.55
LT
188.95
107+08.55 to 108+62.82
LT
185.67
17
'8
21.25 TO 21.29 TO
21.48 TC 21 63 TC 21.48 TO
•W. -r M<in
2129 TO 21.19TC
m
•
0
S
0
NOTE: 1. Approx. 809 C.Y. o Embankment will be needed for the
construction of this project. 6789e.Y. will be derived from the qonstuction of
Pin Tail Circle whicj can be used on this project. That leaves a defi i 131 C.Y.
that will need to be hauled to the project. The Contractor shall notify the Cr -where
the dirt is coming from so that a Proctor curve can be generated for Compaction tst@ ing.
2. The cone section of the manhole at Sta. 106+93.05 is too high.
Hastings Utilities will be working to correct this problem before construction.
3. Contractor shall drop curb at intersection for handicap ramps. Location to
be determined in field by Engineer.
20.94 TC
to
20.69 TO 20.62 TO
401
ADJUST MANHOLE TO GRADE
Station
Side
106+93.05
CL
e
/9
6'
7
F
<9
'ss
0
20
BUILD CONCRETE HEADER
Station to Station
Side
Lin. Ft.
108+62.82
LT & RT
31.0
F
• 72
0
�9
0
<9
OZ
x
x
Fi
CITY OF HASTINGS,
ENGINEERING DEPT. po
Project Jg
PIN TAIL AVENUE - W. LOCHLAND ROAD NORTItc829.53'
Proj. No
PD 2005-12
Des:dpbon
Construction Plan
Design By
R.G.D.
Date
312006
Controaw
Drown By
B.e.
Approved
^r.U!
Din
3 of 8�_„
28
26
24
T.$.M. = Fire 'Orarit, $W:Co-.:LochMnd ROI Qsb*rne Pt. WeSt
NW onnet Bolt I
Elev1=1913.81
VPI• STA •='
06+93.05
T.B.M.= Fire. Hydrant, .S. Side of.Lochland Rd..
100' VO est of Pin'Tall Ave.
Elev: = 1925:24
VPI• EL•=• 2
2&
1 =0:50%
g2 •_• -0:50%
CURVE LEN
= •0.00
22
t -u
28
26
24
Proposed Gratle
0
w
22
20
18
050%
-0 50%
20
a
G
P
16
.. ; EXisting Grad$
66
18
16
14
14
12
12
10
to.
+
w
W 2 •
w
2
a.
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W a
1n
W
2
a.
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Di 6
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+
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N
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N
Co
Co
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w
N
N
N
0 +
0
Oi G
N
CO D.-
0
Ci 6
N
N +
0 C
6 6
N N
N
N
6
N
co
10
104+00 4+50
105+00
5+50
106+00
6+50
107+00
7+50
108+00
8+50
109+00
9+50
110+00
•
mlzo
ANN
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11'
11'
10'
10'0
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IL AVE
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10'
10'
10'0
10'
10'0
10'
00
s
n
0
1001+00
2'
LOC H LAN D ROAD
U
1 01 +00
105+
00
•
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PIN
TAIL
AV
ENU
E
106+
to
n
10'0
00
00 io
10'
102+
8.8'
00
8.8'
8.8' 8.8'
10'
10'
7.5' 8'
7.5'
0
O
in
n
0
8'
a0
8' 7.5'
8'
107-
103+
7.5' 10'
00
0
�J
BEGIN PROJECT PD 2005-13
STA. 0+35.5
• NRI Z-0
o, U -
N co .
V W
A V
10'
8.56'
8.56'
8.56'
8.56'
10'
10'0
00
Er?
108+00
104+00
in
N
10'
105+
00
NORTHr.>
Scale: 1"=20'
20' 0' 20' 40' 60'
14,09S"..4°
o Q
DAVID L
MI WACKER
cc)
.s. E-5090 ft,:
o
/I\CITY OF HASTINGS,
C \ ENGINEERING DEPT. 00
Project
PIN TAIL AVENUE - W. LOCHLAND RD. NORTH 829.53'
P Of' N0' PD 2005-12
Description Joint Detail
Design By
R.G.D.e 3/2006
Contractor
Drown By Approved Wail
B.B.
Din. No.
4 of 8
70
00:::60
00:::50
00 40 00 30 00 20 00 TO 00
10 00 20 00 30
00
40 00 50
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20 00 30
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ORIGIN:AL: EL. =1.9,82
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CUT AREA =0..00
STA; -:102 +00
Lii
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ORIGINAL EL -.20.27
VC =0.00
DESIGN: EARTHWOR
FILL: :AR:EA: -.4;24 S.F.
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DESIGN:EARTHWORK
CUT- AREA =0:00
VF =21 80 C.Y.
FELL: AREA =9:23 S.F
CUT :AREA: -10.39 S.F.
VC - O. 00
VE =177 14- C -Y
ye •=12.10 G.Y.
25 on
2500
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VC -0.41 C.Y.
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ACITY OF HASTINGS,
ENGINEERING DEPT. 0 0
Project
PIN TAIL AVENUE - W. LOCHLAND RD. NORTH 829.53'
Proj. No.
PD 2005-12
Description
Cross Section Plan
Design
• R.G.D.
Dote
2/2006
Controctor
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5 of 8
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Project
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PD 2005-12
Cross Section Plan
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CITY OF HASTINGS,
ENGINEERING DEPT. 0 0
Project
PIN TAIL AVENUE - W. LOCHLAND RD. NORTH 829.53'
Proj. No.
PD 2005-12
Deacon
Cross Section Plan
Design By
R.G.D.
Dote
2/2006
Ccntrocto
nay a.s.
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Dm. No.
7 of 8
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CITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
PIN TAIL AVENUE - W. LOCHLAND RD. NORTH 829.53'
Proj. No.
PD 2005-12
Description
Cross Section Plan
Design By
R.G.D.
Dote
2/2006
Contractor
Drown By
B.B.
"ff',FetA/
Dm. No.
8 of 8