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Paving District 2005-1
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(A) Scale: None
North
End Project
Sta. 2+86.35
Wayfair Drive
Begin Project
Sta. 0+38
Utilities Director of Engineering
LEGEND
790 Spot Elevation
O UP Utility Pole
• Control Point - Nail Set
o FH
H WV
• GV
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
Date Hastings City Surveyor Date
INDEX OF SHEETS
SHEET NO. 1 COVER SHEET
SHEET NO.2 PLAN & PROFILE SHEET
SHEET NO. 3 JOINT DETAIL SHEET
SHEET NO.4 CROSS SECTION SHEET
SUMMARY OF QUANTITIES
ITEM
NO. DESCRIPTION
ESTIMATED
QUANTITIES UNIT
1 Build 6" P.C.C. Concrete Pavement (47B) 994.00 S.Y.
2 Build 6" P.C.C. Integral Curb (47B) 500.0 L.F.
3 Remove Concrete Header 36.0 L.F.
4 Adjust Water Valve to Grade 1.0 Each
5 Traffic Control 1.0 L.S.
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 Moisture Minimum Requirements Maximum
95 Min.
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.
't,,,,,,,,,,,,,
se4es;...................sit
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DAVID L tot
BACKER o
E-5090 'err;:
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tas
9-ir- zooS'-
Hastings City Engineer Date
/1\CITY OF HASTINGS,
ENGINEERING DEPT, 00
Project
KENT STREET = ROSS AVE. TO PINE AVE.
Proj. No.
PD 2005-1
Description
COVER SHEET
Design BY
B.B.
Date
2/2005
Contractor
Drown By
B.B.
Din. No.
1 of 4
1920
13.05 TC
- - Prop.
EL=191
x El
EL=1911.56
0)
at
O
El 0
13
N
O
(a
r
ELL=jbf§11 i2
x 6l
L=191L73
CP 2
14=9548.18
E=9970.000
EL=1911.26
1
- CP
EL=191'.65
N; 548.18
N
N
N
T
r-
12755 -FL T235xL
e Expansiob'
12.90 CL
1.41%
1.41%
12. C
12.55 FL
1.41%
N
11.9FL
13.05 TC N N8"DI�VC 12.42T
(TO BE INST ED LATER)
exist.
exist.
E=9970.000 0.L 11
EL=1911.26
K I 0.35%
0
11.94 CL
EL=191..45
El
G,•
x El
EL=191'53,
K
0
1
I it l
N
O
(O
r
EL=1911.26
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EL=1910.99
-x-€L-
EL=1911.68
CO
T
x El Q
EL=1911.41
I �
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C W
.1
4 O
CL
r C
w
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-11r
FL 11.72 FI
0.35% In)
8 CL 11.81 C
D
0.35%
1.85 FL
W
1-erop-
EL=1910.87
12.04
11.5
K
6
11.71
I0
+
0
-4
131.99'
-x --E4- -
EL=1911.13
0.31 %
L 0.24%
11.4
11.44 FL
N
1+00
11.86 TC
12.99 Exist.
El=1913,09
x El
EL=1913.04
Southwood 3rd Add.
Block 2
11.70 TC
411.94 Design
EL=1912.04
CNK
N
2+00
11.55 TO
Flat
0.62%
132.00'
-- _E1
EL=1914.61
12.96
I.()
C
03
N
•
2%
x' El
EL=1914
prop. son. swr service ' - -
No or O I r
0
CL
It m
7) I Or
Lu 3+00_
x_ Et _ _ - 11.41
•
EL=1913.74 Design EL-'.' 13.85
11.28 TC
10.78 FL
P
op
11.39 TC 11.37 TC
11.80 CL
0.31%
0.31% 11.72CL
Kent Street
11.56 CL
11.41 CL
0.31%
0.31
NMI
11.25 CL 11.23 CL
0.31%
1.24%
-t
0
V.P.T.
2
4+18
1%
4+43
V.P.I.
4+68
10.71 FL V.P.T
al
1
0
0.5%
10.86 CL 10.61 CL
N)
0
Ir
Et
EL=1915.18
-n
O
r
N
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K
Co
A
T
r
1 80 FL
N
03
1
0-
12.96
2% >h_El - -
EL=1915.46
+
0
0
El
EL=1915.11
0 1915
rn
-1 prop. 4 son. swr. service
11.
0
zl
11.41 0
'� - - -
EL=1914.10
\1_31 TC
10.71 FL
K
0.5% �q
0
0CL 10.1
10.81
0_96%10.81 ..L
0)
2.22%
131.98' 2.16%
4+00
11.52TC - 147-Tg 12.28T.C._x 12.69 TO 13.19 TC
11.02 FL VT.3TFL 11:78 -FL 12.-19 EL _�-1'2-6-9 FL
15.89
_ _
Exist.
J
14.26 I
-Exist
El
EL=1915.56
Prop.
EL=1914.26
U16
11.11 CL
N, N)
11.55 CL 2% 12.05 CL 12.55 CL 2% 13.05 CL
EL=1`11.16
0.3 %
11 f9 FL
N
N
01
N
0
-n
r
1°41:4 a
N
O0
11.72 Friel
\SIT
w
r
K
"111
r,, n
0
K
9e
0
11.60 FL 0.43%
12.05 TO
EL=1`11.24
Nn
11.44 FL
.31.%
.36 FL
11.20 FL
x c(
EL=1911.66
11.94 TC
11.86
11.70 TC ael
N I-
Prop. x El
EL=1910.82 - EI =1910.76
12.20 Design
7' 0"
El EL=191
f"
water serve ee - - - -•
_ - - N
s- 'ce
0
4" son. swr.
131.99'
0.20%
REMOVE CONCRETE HEADER
Station to Station
Side
Lin. Ft.
0+38
LT & RT
36.0
N _ I- ro
2%
m
r
0
SCALES:
1"=20'HOR
1"=2'VER
T.13.M..=
C)
'C
rn
C
0
CCm
.45 i
F.H.; SW:Coirier Kent St./.Wabash Ave
Chiseled "X"ron East Bonnet Boll
0
co
0
r
oN x El
EL=1910.75
0� I W exist. 4" son. -fir service
JI
IL
2%
El
EL=19155
13:
lc El
EL=1912.63
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
0+38 to 2+86.35
LT & RT
994.0
x El
�L=1912 07
EL=1911.84
0.24%
x\ Fl
--\EL-191058- - - - -T-
x El
10.65 FL
Ix EIEL=1914.23
EC lre
0.5% m,
�9b4
CI
60 FL 10.51 F� 10.67 FL
=1911:22
11.94 Design
x El
IEL=1910.72
NEW 8" DIP WATER MAIN
132.00'
0.60%
12.92
C
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Sq. Yards
0+38 to 2+86.35
LT & RT
500.0
Slop( 4
Southwood 3rd Add.
x El
EL=1910.51
1.5%
EL=1
7,_0'
El
EL=1911.82
x Et
cl -10
11.15 TC
11.15
Design'
0
O I
w
pre*. 4" son.
Prop.
EL=191
0
0
1.28%
m
r
K
WI: servic
10.94
"
0 a
coW Orn
my N
r_
CD • '01
? N
? O
O 0
N
001 p0
o
+
4
cno
c3 a
2% (DQ
cT
so(a e
ot
1,9A Q
o �
88"
co
n
Ir
IJ
Future Expansion
10.93 FL 11.19 FL 11.69 FL 12.19 FL
-11:3STC TE.T$1 Lr 12.69 TO
17 TC
• Prop.
EL_ 1913,54
I 11.11 131.98' 1.669%
11.43 TC
2%
x El
EL=1913.97
12.69 FL
13.19 TO
Prop.
EL=1913.35
NOTES:
1. Earthwork Quantities = Excavation - 608.0 C.Y.
Embankment - 87.0 C.Y.
7' 0" Approximately 521.0 C.Y. of Excess Excavation will be derived
from the construction of this project.
All Earthwork Quantities were calculated from Proposed Elevation
of Right -of -Way to Proposed Street Design. All Excess excavation
shall be hauled to the South side of Kent Street between Ross x El EL=1913,05
-� and Pine and compacted to designed elevations in Block 4, Southwood 3rd Add.
Grading of Lots on the North side of Kent Streets aILbe-co e�
under the Pine Avenue Paving Project
EL=1913.08
10.94
N
_Utility-workto`t done prior to Paving Operation.
Proposed Water and Sewer Mains and Services are a
separate Hastings Utility contract. Contact H.U. for
coordination.
1.18%
7B.M: = F:H.,:SE Corner:H Street/Nab
Elev. = 1918..93
Chiseled -"X" on WSW -Bonnet
Elev. =.1918.78
A\ CITY OF HASTINGS,
ENGINEERING DEPT. 0 0
jest
KENT STREET = ROSS AVE. TO PINE AVE.
Proj. No.
PD 2005-1
Deacdpticn
Construction Plan
Daor9n BY
B.B.
Date
2/2005
Controctor
DY
B,B.
*roved %'
2 of 4
h Ave
It
1920
1918
1918
1916
1916
1914
1912
xisting Grade
1910
-n 45% '
+.U.. .
c0
2
o.-
-0:31%
.95
.401.1
1914
1912
1910
1908
1906
1904
1902
Erid: Project :Sla.
1908
c0 ca
cc! co
-1+00 0+50
0+00
0+50
04
0.
co
1+00
1+50
1.4
0?
a 14
o
03
a.
0
0)
2+00
2+50
0)
1.14
co
ri
3+00
co
co co
4,40
DAVID L
3+50 4+00 4+50
5+00
1906
1904
1902
CP 2
N=9548.18
E=9970.000
El...=1911.26
ft
ft
It
II
ft
II
Future Ross Avenue
0
, 10.7'
0
N.)
10.7'
12'
1+00
12'
Kent
Stre
Southwood 3rd Add.
Block 2
et
Blo'ck 4
Southwotd 3rd Add.
2+00
S
12'
Eo
0
0
12'
co
c�
oo
C\I
U)
ai
4-;
a)
0
-0
w
• Prop.
EL=1913.85
0
0
• Prop.
EL=19 .19
Pine Avenue
EL=I914.10
Prop.
EL=1913.54
20'
NORTH AO
Seale: 1"=20'
9'
20'
4P
10'
soy. s ill14t1#9199
• fc,..t.
get a °
:)--4 DAM L
BACKER =1:.•
E-5090 rtt
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•
ACITY OF HASTINGS,
ENGINEERING DEPT. 0 C3
Project
KENT STREET - ROSS AVE. TO PINE AVE.
Proj. No.
PD 2005-1
Desonpbon
Joint Detail
Date
2/2005
Contractor
Dram By
B.B.
Om. No.
3 of 4
70 00 : : : 60 00 • • • 50 00 40 00 30 00 • • • 20 00 • • *10 00 10 00: • • • 20 00 30 00 40 00 • • • 50 00 • • • 60 00 • 70 00
70 00 " 60 00 " " " 50 00 40 00 30 00 20 00 10 00
10 00 " 20 00 30 00 40 00 • • *50 00 :" 60 00 70 00
1q70
220 00
11500
IGINAL E
'GENIAL
19-05 n
ESIGN E
:AREA:
A:REA:
205 on
ESICN E
FILL. ARI
AREA
RTI-IWOR
A: =-0.:00
169.41
1915 0
1910 0
i110 00
cm
1905.a
IGINAL E
205 DO
ESI ON
::AREA
T :AR:EA
RTH:WOR
290 on
115 DO
1915 0
115- 00
n 0
110 DO
crm
il.GENAL I
905•00
ESIGN:
FILL . AR:
:A:REA
RTH:WOR
115 DO
11500
1205
5111*9+99
IGINAL :E
ESIGN E
FILLAR
CUTAR
1910 0
fro -no
0 IGINAL :E =191.1
RTH:WOR 1905
A• =0.00
905.00
AREA 2:7;30 F
KENT STREET = ROSS AVE. TO PINE AVE.
70 00 60 00 50 00 40 00 30 00 20 00 10 00 10 00: 20 00 30 00 40 00 50 00 60 00 70 00
70 00 60 00 50 00 40 00 30 00 20 00 10 00
10 00 20 00 . 30 00 40 00 50-0
Dewey
B.B.
PD 20054
Cross Section Plan
Dote
2/2005
Approved Dm. No.
B.B. 4 of 4