HomeMy WebLinkAboutPD2005-4PINE AVENUE - H STREET TO KENT STREET
Paving District 2005-4
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'21'9t6I=13 I ./
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0.36%
ii
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0.36% 16.55 FL! 0.36%
16.64 FL
1
a
70.24' a
KI
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
0+26.71 to 0+36.71
RT
20.0
0+36.71 to 5+24.20
LT & RT
2150.0
5+06.20 to 5+24.20
LT & RT
64.0
K
17.14 TQ N 17.09 TQ_ 19.75 V. .18:63 TC
16 -64 -FL u.o67.-1'6:50-t-L 1:OZ 16.25 FU Ig -ISR
I
'0
'-I
16.82CL -J 16.77 CL
proposed 8- sanitary sewer main I
2
h
70.26' av-
I
,2I
N,I
16.61 CLL 16.49 CL
0.56%
n
--I
16.50 FL
N
(0
co
�NI
I
>1 NI
1.0% 16.25 FL
16.13 FL
0.91%
0.91%
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Lin. Ft.
0+26.71 to 0+36.71
RT
10.0
0+36.71 to 4+68.20
LT & RT
886.0
5+06.20 to 5+24.20
LT & RT
64.0
ti\1
OIt
Southwood 3rd Add.
Block 3
3
y
v
c,
%
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J
w
70.26' w
x 1-
2+00
16.17 TC I
col
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f5.8/a
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rn,
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15.71 TC
121 FL
Pine Avenue
15.57 CL
4
U
3
70.26' 4
15.42TC I
14.•
15.28 CL L
FD co 17.05TC1 17.14TC
v m
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11 U 0
70.28'3
4,
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d
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W
'-1
16.7q^TC 16.63 TC
231
NI
2 70.26'
4
REMOVE CONCRETE HEADER
Station to Station
Side
Lin. Ft.
0+36.71
LT & RT
36.0
5+24.20
LT & RT
36.0
REMOVE PAVEMENT
Station to Station
Side
Sq. Yards
0+26.71 to 0+36.71
RT
20.0
5+24.20
LT & RT
36.0
ESIN
(I
<pi
'-i
1
r
BUILD CONCRETE HEADER
Station to Station
Side
Lin. Ft.
4+66.20 to 5+06.20
LT
36.0
5+24.20
LT & RT
36.0
15.01 TC
14.51 FL
0
it
J
14.87 CL' `+)
15.67 FL
16.17 I
I m
�j�
yT J
VX 70.26'
\Sy
o("i
ID a
N >
15.21 FL
14.92 FL
14.47 TC /
13.97 FIT
tts
70.26' C
13.80 ITC
13.30 FL 2.92%
13.661CL
EL=1915,46
4+00
6
-rn
If)
0\
J O
L71 w 70.26' ,
OA i/dla I2 M3N
12.34 TC 11.81 T6
11.34 -ft 0 11.31 FE
N I
it • NI I
W W
1 . I
67 CL
12.20 CL
14.51 FL 0
13.97 FL
1.1
N
Trn
Lot
CI
Block 2
Southwood 3rd Add.
K.
MI
�
dI1
REMOVE INTEGRAL CURB
Station to Station
Side
Lin. Ft.
0+26.71 to 0+36.71
RT
10.0
.4
70.26' -
4
0.
Sia
a)
roI0
Adjust Manhole to Grade
Station
Side
0+62
CL
4+86.20
CL
14.4
NOTES:
0 I
a
MI >
13)30 FL
13180
70.26'
y
py
2.92%
E-
>
>
11.84 L
I.
ep U
/NI4¢
11.311 FL
v 11.81
m
n
J
W W
x 70.26'
091 0)
NI
1. Contractor shall drop curb at intersection for handicap ramps.
Location shall be determined in field by Engineer.
2. Utility work to be done prior to Paving Operation.
Proposed Water and Sewer Mains and Services are a
separate Hastings Utility contract. Contact H.U. for
coordination.
11.41 TC
10,91 FL
11.09 CL
2
�Iva
,>
3. Contractor shall grade terrace at 2% from Top of Curb to Property Line.
See Grading Plan on Sheets 3 & 4 for Earthwork Quantities.
10.91 FL
11.41 TC
N
0
0
+
197
HILL
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End Pavement: Sta. 5+24.20
0.4
7.54%
16.91 TC
CL Station Equation:
9
N-
1
co
64 CL 0.20% 10.6
1
I
I
w
70.06'
I x
(u31b'l a8-I-Ib'13NI 38 On be6+00
10.83 tCOAd dla .8 MBN N! 10.66 +00
Me Ave. Sta. 4+86.20 = Kent Street Sta. 3+ 4.35
EL =1913.08
c
^4I
xr
at I
0.35% 10.33
I
Pine Avenue
0.35%
10.16
u- 0.54%
0
10
co
41 FL
1n.52 CL
(Sw JONAS' #00/NOS 0nd„g pasodwddk,
.ol 0
y NI Sta. 5+24.20 to 9+00 Grading only.
o % 31 Grade dirt to Top of Slab elee ation to drain.
r-- 1/200.33 FL 10.16FL
0110.83
NI
aI
70.03' y1
LL 1-
W M
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U-
0 0
J
LL
0 K�
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10.66 TO
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0
2
A
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10A8 TC
9.98 FL
10.34 CL
9.98 FL
CITY OF HASTINGS,
ENGINEERING DEPT. 0 C
Project
PINE AVENUE - H STREET TO KENT STREET
Pro]. No.
PD 2005-4
Deecdption
Construction Plan
Design By
B.B.
Dote
2/2005
contractor
Dram 8y
B.B.
*wed 0L,Iw-
Dm. No.
2 of 10
B.M: = H -h, SE Corner+f Street/Wabash Ave
- - CFiise eii:"r":on:1AlSW Bonnet bolt
Elev. =1918:78
.M: = F.1-t.,'SW Corner:Kent $t.'/W4beeh Ave.
Chiseled -"X" on- East Bonnet -Bolt
Elev. x.19 8.93
1922
1920
1918
VPI
VPI
gt
STA "_ '0+8
.71
L = 1917
1.02%
6
CURVE 'LEN- = 100.00
K=51.8
VPI 'STA = •3+00.00
S.
441
4,
E = 0.24
PI 'EL = '191.5.1
g1 - -0.91%
g2-=----2-.-92-%
yea))+fcfatre
oQ F.SSiQ47$40
600 LI oogfet
a-
: DAVM :: et
' WAcKFR - - ®gym
-E-5090' '
,V,.9
▪ -F .8
CURVE• _EN 100:00
1916` :: • • 1.03%...
) ')0
4 Cmo 1.00 �-
+4) o --
r-
Cr
1914
1912
1910
1908
to
r
N)
0
N
U)
1C = •49.6
= '0.25
Existing Grade
2
N
co
0
0
LAI
in
+
LU
+
to
: 1915.57
-.II.
to
roposed
Grad
r-
0
0
J
0
Do
0roc)
VPI 'STA'
1920
1918
1916
5+50.00
VPI EL = 191'0 6
g1 = 0.2
0
g2 = -0.3
URVE LEN
0
0:00
•
1914
1912
1910
1908
1906
1906
1904
2
CA CI
6 015
777)
in
to a
0 co
0 co
rh
2
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2
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2
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cl
yi
0 at
2
0 0-
1904
0+00
0+50
1+00
1+50
2+00
2+50
3+00 3+50 4+00
4+50
5+00
5+50
6+00
1922
m
jam\ _ 1 g 18
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T
J to 'N
W
0
th
(A
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N a 1`.C�L
U JCD C'
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(7,4 co : 8...0)
1� ,o 4NC)
1S'9t61=13 I W ,1:(„),T) -i__°3_
13 I ci_ ,,nm
1 13 a, T
J
I ro
•
main
o+
w
U.
W main I
'21'9t6I=13 I ./
0'
0.36%
ii
J
w
ti
0.36% 16.55 FL! 0.36%
16.64 FL
1
a
70.24' a
KI
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
0+26.71 to 0+36.71
RT
20.0
0+36.71 to 5+24.20
LT & RT
2150.0
5+06.20 to 5+24.20
LT & RT
64.0
K
17.14 TQ N 17.09 TQ_ 19.75 V. .18:63 TC
16 -64 -FL u.o67.-1'6:50-t-L 1:OZ 16.25 FU Ig -ISR
I
'0
'-I
16.82CL -J 16.77 CL
proposed 8- sanitary sewer main I
2
h
70.26' av-
I
,2I
N,I
16.61 CLL 16.49 CL
0.56%
n
--I
16.50 FL
N
(0
co
�NI
I
>1 NI
1.0% 16.25 FL
16.13 FL
0.91%
0.91%
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Lin. Ft.
0+26.71 to 0+36.71
RT
10.0
0+36.71 to 4+68.20
LT & RT
886.0
5+06.20 to 5+24.20
LT & RT
64.0
ti\1
OIt
Southwood 3rd Add.
Block 3
3
y
v
c,
%
� e
J
w
70.26' w
x 1-
2+00
16.17 TC I
col
NI
al
0`
I I
J
16.03 CLQ)
f5.8/a
toLit
rn,
N
15.71 TC
121 FL
Pine Avenue
15.57 CL
4
U
3
70.26' 4
15.42TC I
14.•
15.28 CL L
FD co 17.05TC1 17.14TC
v m
- I�
°' 2 I
11 U 0
70.28'3
4,
a
0+
2
ES:
0' HOR
rVE
NI
d
1
-17.00 TC
.71
W
'-1
16.7q^TC 16.63 TC
231
NI
2 70.26'
4
REMOVE CONCRETE HEADER
Station to Station
Side
Lin. Ft.
0+36.71
LT & RT
36.0
5+24.20
LT & RT
36.0
REMOVE PAVEMENT
Station to Station
Side
Sq. Yards
0+26.71 to 0+36.71
RT
20.0
5+24.20
LT & RT
36.0
ESIN
(I
<pi
'-i
1
r
BUILD CONCRETE HEADER
Station to Station
Side
Lin. Ft.
4+66.20 to 5+06.20
LT
36.0
5+24.20
LT & RT
36.0
15.01 TC
14.51 FL
0
it
J
14.87 CL' `+)
15.67 FL
16.17 I
I m
�j�
yT J
VX 70.26'
\Sy
o("i
ID a
N >
15.21 FL
14.92 FL
14.47 TC /
13.97 FIT
tts
70.26' C
13.80 ITC
13.30 FL 2.92%
13.661CL
EL=1915,46
4+00
6
-rn
If)
0\
J O
L71 w 70.26' ,
OA i/dla I2 M3N
12.34 TC 11.81 T6
11.34 -ft 0 11.31 FE
N I
it • NI I
W W
1 . I
67 CL
12.20 CL
14.51 FL 0
13.97 FL
1.1
N
Trn
Lot
CI
Block 2
Southwood 3rd Add.
K.
MI
�
dI1
REMOVE INTEGRAL CURB
Station to Station
Side
Lin. Ft.
0+26.71 to 0+36.71
RT
10.0
.4
70.26' -
4
0.
Sia
a)
roI0
Adjust Manhole to Grade
Station
Side
0+62
CL
4+86.20
CL
14.4
NOTES:
0 I
a
MI >
13)30 FL
13180
70.26'
y
py
2.92%
E-
>
>
11.84 L
I.
ep U
/NI4¢
11.311 FL
v 11.81
m
n
J
W W
x 70.26'
091 0)
NI
1. Contractor shall drop curb at intersection for handicap ramps.
Location shall be determined in field by Engineer.
2. Utility work to be done prior to Paving Operation.
Proposed Water and Sewer Mains and Services are a
separate Hastings Utility contract. Contact H.U. for
coordination.
11.41 TC
10,91 FL
11.09 CL
2
�Iva
,>
3. Contractor shall grade terrace at 2% from Top of Curb to Property Line.
See Grading Plan on Sheets 3 & 4 for Earthwork Quantities.
10.91 FL
11.41 TC
N
0
0
+
197
HILL
N
co C.)
,A
0
N
LL U
o %Too ^Q
0 0
,dam W
0
0
LL
h
0
-J
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0
c
cti
LL
X c'
LLI
E
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1
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41 ca
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o f x 51-00\ IF,
U_„,„ti
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w
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End Pavement: Sta. 5+24.20
0.4
7.54%
16.91 TC
CL Station Equation:
9
N-
1
co
64 CL 0.20% 10.6
1
I
I
w
70.06'
I x
(u31b'l a8-I-Ib'13NI 38 On be6+00
10.83 tCOAd dla .8 MBN N! 10.66 +00
Me Ave. Sta. 4+86.20 = Kent Street Sta. 3+ 4.35
EL =1913.08
c
^4I
xr
at I
0.35% 10.33
I
Pine Avenue
0.35%
10.16
u- 0.54%
0
10
co
41 FL
1n.52 CL
(Sw JONAS' #00/NOS 0nd„g pasodwddk,
.ol 0
y NI Sta. 5+24.20 to 9+00 Grading only.
o % 31 Grade dirt to Top of Slab elee ation to drain.
r-- 1/200.33 FL 10.16FL
0110.83
NI
aI
70.03' y1
LL 1-
W M
O r
J
U-
0 0
J
LL
0 K�
co
d
M
10.66 TO
70.06'
0
2
A
\I NL
10A8 TC
9.98 FL
10.34 CL
9.98 FL
CITY OF HASTINGS,
ENGINEERING DEPT. 0 C
Project
PINE AVENUE - H STREET TO KENT STREET
Pro]. No.
PD 2005-4
Deecdption
Construction Plan
Design By
B.B.
Dote
2/2005
contractor
Dram 8y
B.B.
*wed 0L,Iw-
Dm. No.
2 of 10
B.M: = H -h, SE Corner+f Street/Wabash Ave
- - CFiise eii:"r":on:1AlSW Bonnet bolt
Elev. =1918:78
.M: = F.1-t.,'SW Corner:Kent $t.'/W4beeh Ave.
Chiseled -"X" on- East Bonnet -Bolt
Elev. x.19 8.93
1922
1920
1918
VPI
VPI
gt
STA "_ '0+8
.71
L = 1917
1.02%
6
CURVE 'LEN- = 100.00
K=51.8
VPI 'STA = •3+00.00
S.
441
4,
E = 0.24
PI 'EL = '191.5.1
g1 - -0.91%
g2-=----2-.-92-%
yea))+fcfatre
oQ F.SSiQ47$40
600 LI oogfet
a-
: DAVM :: et
' WAcKFR - - ®gym
-E-5090' '
,V,.9
▪ -F .8
CURVE• _EN 100:00
1916` :: • • 1.03%...
) ')0
4 Cmo 1.00 �-
+4) o --
r-
Cr
1914
1912
1910
1908
to
r
N)
0
N
U)
1C = •49.6
= '0.25
Existing Grade
2
N
co
0
0
LAI
in
+
LU
+
to
: 1915.57
-.II.
to
roposed
Grad
r-
0
0
J
0
Do
0roc)
VPI 'STA'
1920
1918
1916
5+50.00
VPI EL = 191'0 6
g1 = 0.2
0
g2 = -0.3
URVE LEN
0
0:00
•
1914
1912
1910
1908
1906
1906
1904
2
CA CI
6 015
777)
in
to a
0 co
0 co
rh
2
CO 0
CO
11)
to
2
co
el
2
co
to a
Tr 2
cl
yi
0 at
2
0 0-
1904
0+00
0+50
1+00
1+50
2+00
2+50
3+00 3+50 4+00
4+50
5+00
5+50
6+00
C9.9161=13 15916
13 ( 1!
[59161=13
14
6
13
28516[=13
13
93'9t6t=13
13
12'9161=13
13
86'5162=13
1L3
279161-13
13 I
61=13
5161=13
4,
P
425161=13 $81461
13 $
V
m
m
18'4 61=13
20'S16T=13 9. 161
13 1
991,161=13 5
13
Y4161=13
u
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ti
w
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2
+
(61
CV
3
0
N
Southwood 3rd Add.
Block 3
+ 70.26'`" + + +
4
a
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t + :+ + + + + + +
+ +
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0
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a<I 16.82 CL
16.74 CL
0.66% lb.b0 eL T:0% 16.25FL
'0
a "
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..E. 16.77CL
tsl
16.61 CL 16.49 CL
el ;.I "li>;41 i5 gl
0' 16.55FL 0_38% 16.64FL 0' 016.508 1.0X16.25 FL 16.138
•
0.91%
0.91%
16.03 CL""'
15.67 FL
.. ..• ............ .. ..................... .......... .1.....'. :': • • • • •• . • •'..................'. :''''''''': ''': '
Pine Avenue
15.57 CL
6
t;
♦>
15.21 FL
14.
15.28 CL
14.92 FL
14.51 FL m
a
0'
14.87 CL W
14.51 R o
15.71 TC 15.42 IC 15.01 IC ri
1- + + + + +
+
..........................................................................-..................................0
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15.41 TO
5.1
15.1
1 Cr
14.91 FL
MI
15.27 CL
14.91 FL
15.41
15.30 TC
14.60 FL
15.16 CI.
14.80 FL
14.94 TO
k4.44 FL
m
d
W
x 14.8301
•
44FL
TC
14.20 CL
13.84 FL
14.34
U,
+
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70.28'+ +
+ + + N
+ + + ¥'
+ + + + NIF 4-+00
+ 13: TC + + +t1 +12.3410
LJ
13.97FV 13.30 FL
13.66 CL
14.33 CL
6
'a>
13.978 13.308
1 4710 13.6010
2.92%
2.92%
+ + + +
+
+ _+ + + 4- +
+
+ + 70.2er +
+ + + + + + (Ni
+ + + + Na)r
i
iF
+ + + +
11.
12.20 CL
a.
>
1.61 TO
11.67 CL
v>
11.84 R o -1.31 8
IC x11.81 TC 11.41 TCci
++ + + +7
+ W'I1 + + +
+ +70.20+ +
+ + + + + +
+ + + + +
+ + + + + +
+ + + CutArea +
+o+ + t + t
+ 1F^u + + + 6 + +
w+ + + T +
+
+
+ + •
+ + +
11.41 TO
10.91 8
KI
11.09 CL
'1I v>
10.91 FL
0d
U
0
C
0.dqe+
NT
2 '1'+
1
u- 1
+
dE
tt 'I�+
-r
1+
21;
fir
siv
+
l;1 s1
i . x'01 1'1g,
Zri w
0 W
I- 5400
„
U o';'' U-
p / N
mg* 2 YHYO 2 0b4%
0
8
O 4
0. W
1
+
4'
+
+
Et E1=3913.05
W
bI
+ +
4- +t
+
K
+ +
++'t
OP
aaWJ
: :
6 :
..:
6..
.6
........... ..
............................................
..
.
.
.
.
........................ ............
8
14414
13.47 CL
13.11 FL
13.6 T
m
13.
tn
•
1329 TO o
El La
13.15 CI -
1279 F
0.35%
0.35%
13.12 TO
12.61 It
12.98 01
12.62 FL
o
NORTH
Scale: ln=30'
9'
12.94 TO
12.77 TO
12.27 FL
12.63 CL
12.27 FL
�
2.77
..1 :.'.':...:':.
:
.
.
.6
.
. .....•
.......•••••.•.••••.•••..•••.•..••••• •..•.•
ge+grreis :pe u!
;21 Trf
1192 FL
f, Existing Ross Avenue
12.456 ei 0.35% 12.28 CI -
12.09 FL
x 12.59 1C E4
•
d
J
l
1C 64CL
0
020% 10CL
++ r+t+ao
10.66 T
Pine Avenue
0.35%
0.54%
0
ON)
LJa
6
4% W W
%Ttx
0
117
912910 %IWO
10.16
a)
52 CL
gi Sta. 5+24.2010 940 GradingiOnly.
Grade din to Top of Slab elevXtbn to drain.
C-
8(0
4
r -
++
Ng
12
L
3 CL 100X
11.92 FL
12.42
XXV
XTO
XX
d
ccs
co
0
W
a
P
2 1 3
+70.06'+ +
nl
oI
+I
•
'O 3-
0 x
oW
Southwoockod 3rd5 Add.
Bl
+ +te.+ + + r+oo+ +
+ + + +N�+ + + + +IV + +
10.31
12 CL
2.50 TO
5 12.70 TO
10.48 TO
958 FL
1034 Cl
9.98 FL
tO
9.81 FL5
4
70.06'
+ + 10.13 TO
999 CL
9.63 FL
+
9
9.46 FL
w w
x
922 CL
70.06'
/r
i' +
�+ + +
+ + + 11
+ + 4- 4
+ + + +
+ + + + 4
+ + + +
+ + + P 4
+ + +% +
+ + 4
5 € // p`+6 +++2I +
+ + + t,F f
s- + + +1I +
m +13 + + + 3+
+ + -F • - + + 0-+00 + + + +
+ 938 TO + + +
+ + + 9.61 TO 9.43 TO
/9.64 CI.
0.35%
0.35%
9.11 FL 0.62%
ai
9.47 CL 1.24%
912 CL
a
m
2
O
41 FL
9.28 FL
0.35%
9 11 FL
co
co
T2787 11.4%11.
•
o
12.94 13.32 CL 13.71 CLz. el 14.09 CL 14.47 CL x 0.754X
•
101
12 58 Fl. 12.96 FL
13.08 Tell sitx
Future Ross Avenue
3.5 FL
13/3 FL
NOTES: 1. Contractor shall grade ditch to drain in Lot 6, Block 5,
Southwood Third Add.
2. Contractor shall haul all excess excavation to the fill areas
noted on this sheet and compact to design elevations. Fill areas
starting at H Street and proceed South until all excess
excavation has been used.
Earthwork Quantities = (includes roadway)
Excavation - 4319.42 C.Y.
Embankment needed for all Fill Areas - 3549.28 C.Y.
x 1.217 Comp Factor
4319.42 C.Y.
14.11 FL
Fill Areas
Cut Areas
as
1465 CI.
A
1449 FL
14.99 el
0.46%
046%
DAVID L
WA! WACKER
'STA E-5090
4.20 CL
14.26FL 0.40% 13 97 FL
14.76 TO
1.1
676
a.
O
a^
01.1
eJ
61
2
TcrA
0
00 14
0
12 a
8
ACITY OF HASTINGS,
ENGINEERING DEPT. 00
Projeat
PINE AVENUE - H STREET TO KENT STREET
PD 2005-4
Descripbon
Grading Plan
DemigM
B.B.
Dote
2/2005
Contractor
Drown By
490X00 Siren/
4 of 10
N
M
O
Cti
C.)
a)
C
0))
m
1
2
3
Southwood 3rd Add.
Block 3
4
5
6
O
W
1+00
2+00
3+00 4+00
O
Co
O
10'
0
O
10'
0
r
10'
10'
12'
12'
12
Pine
Aven
ue
12'
0
1 2'
0
0
10'
10'
0
Co
0
0
1 2 3 4 5 6
Block 2
Southwood 3rd Add.
0
•
oe
Kent Street
5+00
0
O
N
a0
0
10'
10'
0
0
0
b
2I0'
1
NORTH
Scale: 1"=20'
Pine Avenue
1
20'
a
60'
I
A\ CITY OF HASTINGS,
ENGINEERING DEPT.
00
Project
PINE AVENUE - H STREET TO KENT STREET
Prof. No.
PD 2005-4
Description
Design BY
B.B.
Joint Detail
Date
2/2005
Cadmetor
Drown By
B.B.
Approved Vail - / Dro. no. 5 of 10
0
-r-
Zia 00
0
8'
10'
10'
8'
0
Oa
0
O
N
a0
0
10'
10'
0
0
0
b
2I0'
1
NORTH
Scale: 1"=20'
Pine Avenue
1
20'
a
60'
I
A\ CITY OF HASTINGS,
ENGINEERING DEPT.
00
Project
PINE AVENUE - H STREET TO KENT STREET
Prof. No.
PD 2005-4
Description
Design BY
B.B.
Joint Detail
Date
2/2005
Cadmetor
Drown By
B.B.
Approved Vail - / Dro. no. 5 of 10
3 0 280 260 240 220 2
0 180 160 1
0 120 10
60 40 20
20
0 60 80 1 0 120 1z0 160 180 2 0 220 240 260 280 3 0
1970 Oil
0 -J
t—a tr_ta
—
Co
gin no
CO
MOI0> WM
Or rW
51, CD (.0
1915 OC
210.
1.54%
IMIMINErmsBmaimose.
SPA = +150
iio or
ORIGINAL :E_ —1916.63
on
DESIGN: EARTHWORK
AL_ AREA =4:3.49 SF
CUT A:REA —34;71 S.F
VF =110.41. CY.
VC. —:49.2:2
C!
0
1920 no
a
C
q2n no
2%:
1915 OC
1.54%
1115 00
1
00
SPA =1+00
00
ORIGINAL: :E_ =1916.65
1910 or
gi o on
DESIGN: EARTH:WORK
FiL_ AREA =75 .74 SF
CUT- A:REA =18.45 S.F
\IF 41 64 C Y
C
a
ao
VC =8.83 C.Y.
1920 no
0 --I
I- U. 0 U- a
7-r VC; 871 co
co
6 N
vs
5.30 Match E
gm on
86:71
1.5%•
tql on
SPA: = 0 + 06.7
ORIGINAL :E_ =1:916.63
1910 or
iii no
DESIGN: EARTHWORK
F1L_ AREA =93:52 S:F.
CUT :AREA =17.46 S . F
VF —86.6 C.Y
VC =16.17 •C Y
1P7n no
NO (Doe
31.41: crtM
WO
gin no
1915 Or
71
SPA: 0+3t.7 / Existing Return
111
00
ORIGINAL :E_ =191:6.55
6 7
1P1O Or
inN • EARTHWORK
1910 00
FILL AREA =0.00
CU.T AREA =0.:00
a 0 0
/c =_D. 00
1990 00
' 170 00
0
1915 •OC
00
SPA +
ORIGINAL :E —1916.32
iio Or
DESIGNEARTHWORK
1 -ILL AREA. =0.00
CUT AREA —0:00
F — 0.00
1 91-S-00-
0
tito !t!lt4117 Of ,i.
a.ezr Si°/71.40, 00
s'..:04;°•'Zge %
-410: A 40..
i i.cr 0 0 •••::
tm...: . B iVID L •
z en • .
ViAr-KFR 0 :
C-3
.c.i.).
Its usts, • • 5090 • . • :gli
ti. cr. vc
0. • • • • .
C —0.00
2 0 280 30
3 0 280 260 240 220 200 180 160 1
0 120 10 80 60
20 0 20
60 80 1 0 120 140 160 180 2 0 220 240
1910:00
ACITY OF HASTINGS,
ENGINEERING DEPT. 0 0
PINE AVENUE - H STREET TO KENT STREET
Pro'. No.
PO 2005-4
Description
Cross Section Plan
wen
B.B.
Dote
2/2005
Contractor
Drown By
B.B.
Ormtio.
6 of 10
30 280 260 240 220 20 180 160 1 LO 120 10 80 60 40 20 U 20
40 60 80 1 0 120 1L-0 160 180 2 0 220 240 260 280 300
ft
0
a,
(4-70 no
so
a
o
co c•cy
cc; ri
o c •yr
01 cc cy
co co ••:t
0
to
97000
1'915 •or
50
2% 2%
1115 00
1 in or
SPA = +
ORIGINAL E =1915.67
O. •
DESIGN:EARTHWORK
FILL AREA: '0.00
CLfl AREA. =191;03 S.F
VF - 0;00
V0 -282;25 C.Y.
0
55-
147 00
.c
ID _C
C)
0._I ..-1 -1 C
I- 11., 0 Ur I- a M
so
0 G N.
co za E Iti '
CM g
U)
Id <1. 4 .cr IC yn to
1— 1—!
120 on
1115 or
SPA -3400
00
1calo or
ORIGINAL :E_ =1916.12
lila on
DESIGN EARTHWORK
CILW.. AREA =0.00
Cu -:AREA: =11377 S.F
VF -0;00
VC 171.58 C.Y.
pi
Gin
c 0
0 -4 4t 4 C 'Cy Ts
a a: M
N-
190 on
to to 0
CI at
to into to mit to 0
r.111r r r r
270 00
20/10--r-
0.87%
1119 on
1q1 n or
SPA = St+ $0
50
ORIGINAL: :E ....1916.38
on
DESIGN EARTHWORK
FILL AREA :0.O0
CUT *AREA =71.52 S
VF =0:00
VC -11E.84 C.Y
tA
0
ay
0 C
0 LL 0-
47:
190 00
T-. N.
(0
r0 p
1.6 ti
0
c120 00
2
0
1q.15 or
iin or
SPA =2+00
ORIGINAL :E =191:6.60
sseitseeete.
• rt.
44.9
Q. A
:,4wel • •DAV1D L
111500
0
260 280 300
DESIGN: EARTH:WORK
FILL AREA =0.00
CU T: AREAS.F
'1.1" .14440. e'Cs
gc/Ot tnan
IAN) ) " 1•14V•21,
$
as• eta.G Ve% . tt" •
r40047
fit
4:9
VF =40.2/ G.Y
VC -=.82.7:6: C.:Y..
3 0 280 260 240 220 200 180 160 120 1 0 80 60
0 20 C 20
6
0
80 1 0 120 11-0 160 180 2 0 220 240
ACITY OF HASTINGS,
ENGINEERING DEPT.
led
PINE AVENUE - H STREET TO KENT STREET
Pro).
PD 2005-4
Desaiption
Cross Section Plan
Design
BY
B.B.
Date
2/2005
Contractor
Dram By
B.B.
Dm No.
7 of 10
30 280 260 240 220 20 180 160 1z-0 120 100 80 60 40 20 0 20 40 60 80 100 120 14-0 160 180 20 220 240 260 280 30
0,
1915 •Or
13.35 Match E
0_i J -I 0
i- IL 0
Co CO N co cc
(0 'cr. ,....CP
Ci 0 6
.."
..- •,- 1-
(I7
C0-
10 14)
4-,
a
a U
a 1-
4-‘1
cr) o
c`l 01 CO
V 1 q 1 5 50
c'1
6.2.0
1910 or
Writ =IS+ Ifta20
19-05 On
ORIGINAL: E. —1913.37
• 9.05 no
DESIGN EARTH: WORK
FILL . AREA- —0.:00
CUT AREA: —353.52: S:F.
VF —0.00
VC —501.54• C.Y
197(100
1915 Or
CC
CO 0> CD
'in in (7>
co co co
0 Q Ct
101(1
9
(LI
CO cu
,-
C
a>
Inr.
U)
g7a on
C)
r
<0
o o 0
1.11500
86:.20
1910 Or
86:2
SPA =4+84.20
ORIGINAL: E_ =1913.99
DESIGN EARTHWOR<
FILL . AREA• ._'-0.o0
CUI AREA: =542:.08: S
VF • 0:00
VC —512.12 C.Y
0
cc
1170 Of)
To
191-9 Or
4.26 Match E
1-
970 O. te,
QS
C
0_i
I-- 11- 0
(0 (0 0 (DOE
IC;w
•e -
a
'CO
7-
i•cri 5- on
4
56:.20
iio Or
0.31%:
6.2
111000
SPA: 4+1166.20
ORIGINAL :E •=1:913.97
DESIGN: EARTH:MR<
FIL,_• :AREA: =97:05 S.F
CUT . AREA =55a00 S.F
VF
192(100
15.40 Matcli Eii
VC =9 2.33 C.Y
..................
. • ..................
.........
• ..................
C.�1
CUr
7-,-
o
C`! cc! cr
CU•,/- 0..
In
.........
0
U
0
191 -5 -Or
ig n or
970i00
-o 26%
1115• on
SPA .=4+00:
1J9fl Is
os):
OF IGIN AL :EL • =19:1:5 15 ,4kre • • • .4%. •
PI/ . L
• 'INACK
111G00.
80 30
DESIGN: EARTHWORK • • • &WOO
• • • V •
•
3'* • toir • • •
% ‘0 .,41-$. •e• -••
%,„44°;;;;•*::"'
FILL • AREA: :=1:03:.04:
CU' AREA: :=:318:.24: S.F.
VE —95.42 • C.Y.
.•
VC- --471.58 C Y
30 280 260 240 220 20 180 160 1z-0 120 100 80 60 40 20 C 20
0 60
100 120 12-0 160 180 2 0 220 240
CITY OF HASTINGS,
ENGINEERING DEPT. 00
pot
PINE AVENUE - H STREET TO KENT STREET
Proj. No.
PD 2005-4
Description
Cross Section Plan
Nolo BY 8.8.
Date
2/2005
Contractor
Donn By
B.B.
Thu. No.
8 of 10
30 280 260 240 220 20 180 160 12-0 120 100
60 40 20 C 20
40 60 80 1 0 120 1z0 160 180 200 220 240 260 280 300
1915 OC,
a),
N.
CO LI- 0 U. •CON.
13) 00 • CO
• CO .0) c;
. 0
r
to
r
c‘i
r
1115 on
1910 Or
2% 2%
-1‘
1905 Ofl
SPA =.57+010
1_80%
1.30%
ORIGINAL- EL:=191:0 4
qflfr on
DESIGN EARTH:WORK
FILL. AREA: =1:99:9.3 S.F
cur AREA: '22:25 S.F
VF.
3
VC. =43.9:6 C.Y.
7
00
1915 Or
1 91 0 or
icrio on
1905 On
SIPS =7+00
ORIGINAL •E_ -t910.74
105 00
DESIGN EARTH:WORK
FILL AREA =324.76 S.F.
CU T: .AREA =25.22. S . F ,
a
VE =642:68 .C.Y.
1115 Or
50
a.
0
VC -80.5:5: C.:Y
CO U.
et OD
' 0)
re 0)
0
U- co N
Mc5 6
6,-
0
111500
45%
••••••••••••••
SIPS =41+150
ORIGINAL EL =191128
1905 0
OESIGN EARTH:WORK
105 on
FILL AREA:=369:.28: S.F.
CUT AREA: —761:.:77: :S;F‘
VF =627:84: .C.Y.
1115 Or
12.20 Match E
co VC 15:'..76..C,Y. cl)
0
0- Ir U.. 0 U
o (0 (0 (�(0 • 0
CD r 10 .01 CO
ci ci 6.6 •6
r
a)
C
a.
to
115. 00
0
to
Cr
cc'
1 91 0 Or
0.28%
SPA =8+00
1110- 00
ORIGINAL EL =1914.87
6
1105 on
DFSIGN EARTHWORK
FILL AREA -308.73 S.F.
105.0
GU- AREA. -1.0a.60 S.F
VF •=559 46 .C.Y
1915 Or
LU
as
VC -31-3.65 C.Y.
ce.
0
T..
0
I-- Lt.
CO CO CI
an
66
0
CO CO
CI 'CI 'q
N-
00
11
iio Or
2%
.........
3%
0.22%
910 00
50
icin5 on
SPA =0440
ORIGINAL :E
•-191-.92
• .6 • °Q;A'::
*MED
.260 280
50
905.00.
DESIGN: EARTHWORK
FILL .ARE:A::=295..44. S.F.
CU :AREA: ::230:i4:
Elf" g 1.11.1.1 ozz:
1c 50°0 1;1
% ,—•710.0
ei,g747,1eas e
• is
7
VE =.29. 93. C.. Y
VC•=426.32 C.Y.
300 280 260 240 220 2 0 180 160 1
0 120 100
60 40 20 C 20
60 80 1 0 120 12-0 160 180 200 220 240
CITY OF HASTINGS,
ENGINEERING DEPT. C3
PINE AVENUE - H STREET TO KENT STREET
Pr.* No.
PD 2005-4
Description
Cross Section Plan
Desein ElY
B.B.
Dote
2/2005
Contractor
Drown By
B.B.
Drn. No.
9 of 10
RTHWOR
A: :=0:00
A- =0:00
IIMEMIE mE
DESIGN E RTHWOR
FiL :AREA 40:80
CUT AREA =11..52
PINE AVENUE - H STREET TO KENT STREET
Cross Section Plan
Design By Date Controctor
B.B. 2/2005
Donn By Approved Om. No.
B.B. 10 of 10