HomeMy WebLinkAboutPD2004-4.Aa
SEVENTH AVENUE — 13TH STREET NORTH 534.22'
Paving District 2004-4
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North
End Project
Sta. 11+12.18
Begin Project
Sta. 5+65.43
Utilities Director of Engineering
LEGEND
o UP
•
0
,a'yy
's
•o,
o FH
H WV
w GV
q- pros
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
e EJB
1912
Light
Telephone Box
Electrical Junction Box
Contour Line
—.—.—.—•—•—•—.—•—•—•—•— Flowline
- - — Property Line
CALL BEFORE YOU DIG
DIGGERS
HOTLINE
OF NEBRASKA
800-331-5666
5
Hastings City Surveyor
•
1' zi .r
Date
INDEX OF SHEETS
SHEET NO. 1
SHEET NO. 2-3
SHEET NO. 4
SHEET NO. 5-6
COVER SHEET
PLAN & PROFILE SHEET
JOINT DETAIL
CROSS SECTION SHEETS
SUMMARY OF QUANTITIES
ITEM ESTIMATED
NO. DESCRIPTION
QUANTITIES UNIT
1 Build 6" P.C.C. Concrete Pavement (47B)
2 Build 6" P.C.C. Integral Curb (47B)
3 Build Concrete Header (47B)
4 Build 24" R.C.P. Storm Sewer Pipe
5 Build 24" R.C.P. Flared End Section
6 Build 18" R.C.P. Storm Sewer Pipe
7 Build Storm Sewer Inlet Type "A"
8 Remove Concrete Header
9 Remove Pavement
10 Remove Integral Curb
11 Adjust Manhole to Grade
12 Adjust Water Valve to Grade
13 Adjust Gas Valve to Grade
14 Traffic Control
NOTES:
1,892.00 S.Y.
1,107.0 L.F.
31.0 L.F.
149.0 L.F.
1.0 Each
8.0 L.F.
2.0 Each
31.00 L.F.
20.00 S.Y.
20.00 L.F.
3.0 Each
2.00 Each
1.00 Each
1.00 Lump Sum
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.
�ti�lwc.,
Hastings City Engineer
9-24-- war
Date
A CITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
SEVENTH AVENUE - 13TH STREET NORTH 534.22'
Proj. No.
Description
Design By
Drown By
R.G.D.
B.B.
PD 2004-4
COVER SHEET
3/22000�5�
Dote
Contractor
Dm. No.
1 of 6
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
5+65.43 to 10+50
LT & RT
1670.0
A
1 Each
SHEET NO. 3
RT
A
1 Each
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
Lin. Ft.
5+65.43 to 10+50
LT & RT
970.0
A
1 Each
SHEET NO. 3
RT
A
1 Each
BUILD 24" R.C.P. STORM SEWER CLASS III
Station to Station
Side
Lin. Ft.
6+00
LT & RT
149.0
A
1 Each
SHEET NO. 3
BUILD 24" R.C.P. FLARED END SECTION
Station to Station
Side
Each
6+00
LT
1.0
A
1 Each
SHEET NO. 3
O
,0O o
27
,,
s., o
tt a9
(o / pa/a puno� Japun ;s!X-
-Q4 ,..•o
9'x'0, '090- -- -_-__
•
cp
�0o4s'��O_ sixa
O �.9 0 U7bw Sob ii
7 9 \r',
BUILD 18" R.C.P. STORM SEWER CLASS III
Station to Station
Side
Lin. Ft.
6+00
RT
8.0
A
1 Each
SHEET NO. 3
Oc"
BUILD STORM SEWER INLET
Station
Side
Type
Quantity
6+00 SEE DETAIL ON
LT
A
1 Each
SHEET NO. 3
RT
A
1 Each
17'
•
7th Avenue
+00
.0s
<n
U
LL1
/
0 ,
,
2
.6/
898.42 TC EOR _
x1898.34 FL' -OTS 1.25% `LL 511897.83 F_ 0.55% \189.01 FL
o ro 1 1
11 1
i✓ 24 F
R.OtP. R9L"/'
•
-
/ X01.0%
1,11898.14 CL _--Y 1898; tel 1.0
La
x-
1892.72
1898.3 TO
s
I
8981.51 TO
1898.61 TC
/aF
7+00
1898.88 TC
C Main
198.01 FL 1898.11 FL 1898.38 FL
N
°,9£'S9
RP?
kp
1899.16 TC
1898
CL
09 7
cP
0
8+00
W
49.59'
0.55%
I
int
nod
1899.74 To
1899.24 F
75.13'
898.66 FL
.24 CL
0.99x
9+00
190,0:21 To
99.71
.03
REMOVE CONCRETE HEADER
Station to Station
Side
Lin. Ft.
5+65.43
LT & RT
31.0
BUILD
Adjust Manhole to Grade
Station
Side
6+15
RT
9+20
'RI-
RT
SCALES:
1"=20'HOR
1"=2'VER
1906
0
900
T B.M. F.H:, NE:Cor.:12fh:St.r 7th Ave.
Chise ed "X" -on -Bonnet Bolt
9
°.t9.9v _5900'
/ • 7
18"R-C.P• 8,long
1894.78 FL
1895.53 FL
a)
0
A 0
,0'09 y �7
9 c.
9 A
/
•
/
/00c/0 /
0'
•/Po
090 °9S'9L
e
0.55%
FL
aij liji
:g
j1 to = 10+16.30
PC = 9+24.11
PT = 11+08.49
CIRCULAR
D = 25'34'57"
T = 93.75'
R = 412.94'
L = 184.38'
C = 182.85'
10+00
'2L
am:a U'
c§ifl
1899.55 CL
1898.93 FL -
1899.43 TO _0.55
0.99%
0
d
0,) irg9
1899,24 FL
1899.74 To
_ 1900.02 CL _ _ _ _
rn
'0 a rt
yc. =Li
0.99%
O PI Sta = 6+99.68
PC = 6+0
PT = 7+99.35
CIRCULAR
D = 13'01'29"
T = 100.11'
R = 876.94'
ry L = 199.35'
C = 198.92'
•
a
4,
/000
70
J 00
a
189gc71 L
1900.21 TC
1900.70 TC
1900.20 F
1901.17 TC
1901.42 TO
0.99%
O O'
O
7 Q
8"
PV
er Maki
07
0
1900.67 FL
0.45%
1900.92 FL
0)
000
1900.51 CL
°-9 1900.98 CL
190123 CL
75. ow
900 ''-
O
/
1900.20 FL
1900.70 TC
0.99%
0.45%
1900.67 FL
1901.17
1900.92 FL
1901.42 TC
'900
O
.s
NOTE:
0
'.0
OCK
7
I
1. Contractor shall leave existing dj eway in place at beginning
of project on the west side. Do of disturb.
2. Contractor shall grdd itch four feet wide from west end
of Flared Eneet on to drainage ditch so new storm sewer
will dr „This word will be subsidiary to the Storm Sewer Un',f 'rice.
3. Approximately 108.0 C.Y. of excess excavation shall be-d'erjved from
the construction of this project. All excess excavation-Shagbe used to
grade around and over west end of new stomf sewer pipeind then
scattered on lotelon west side of street- 'o
o,
0
o
0,l9.?
9
,
V
/
1i
NMN Fi31VM ..2 M3N
-$ 0
itiNCITY OF HASTINGS, pose' U
ENGINEERING DEPT.
Project
SEVENTH AVENUE - 13TH STREET NORTH 53422'
Proj. No.
PD 2004-4
Deecdption
Construction Plan
Doe go By
R.G.D.
Date
3/2005
Contractor
Dram Br
B.B.
Approved By
Dm. No.
2 of 6
TB.64: T P.H:, SE:Cor.:13th:St. 7th Ave
lev
= 1902-.30
Chise ed -"X" on -Bonn
Elev. =-1901.76
t Bolt
1906
1904
0 t-
1902
VPI - STA _ 5+65.43
VPI • EL • _ • 1898.57
0
g1• •=--1:05%
g2 •= • -1:25%
0
oo
II
CURVE 'LEN'
_ -0.00
rn
to
II
J
w
0
0
0
n
to
N
b
07
rn
00
VPI :STA =::10+QQ.00
VPI :EL = :190:1:01 :
g1 = .99%
g2 C.45%
CURVE: _EN := 50:QC
K := :91.30
1900
1898
1896
N
0
0o
y
a
w
E. = .Q.03
0
1904
1902
N- -
+•
c,
Exi'siir.g:Qratle
1894
V=I :STA = 8+ moo
VRI :EL . .1.899:52
g_
g2 = 0.99%:
URVE: LEN .
K :::90.63
E _ :Q'.02
.w
0
0
117
II
0
J
w
0 0
>->
•>
40.QQ
1900
1898
1896
1894
1892
1892.88 F
24"•R.C.P.ci
1890
VPI• STA - _- 6+00:00
VPI• EL- =- 1898.14
g1 • _•
g2-=• 0:55%
°risk
BAVKL:-•a�Y
101..4 8
v:::/iW
a
CURVE - LEN = - 0.00
1892
1890
1888
ID
a.
2
,u a.
'4
0
a
`
0 0.
ktej et.
W 0-
6.
2
cf-
2
a.
6.
6.
2
a.
or et.
1.11 0 -
a a
8.8
to
1888
4+00
5+00
6+00 +50 7+00 +50
8+00
+50
9+00
+50
10+00
8.1.00
899.43 TC
498.93 FL
4 CL.
49.59'
0.55X
55
Hit
2
1899.74 TC
1899.24 FL
1899.55 CL
93 FL
0.552
TC
t �s
SCALES:
1"=20'HOR
1" = 2' VER
75.00'
1899.24 FL
1899.74 TC
2j
.9 P7
00
•09
a
A 1
9+00
75.13'
0.99%
190
TC
99.71 FL
0 999*
____________ 1200.02cr. ___
0.99g,
0
a
189
FL
1900.21 TC
00'9£
0
-
&Pig
r.s
0 00 190051 CL
R
7
8" PV
PI 5t = 10+16.30
9+24.11
PT = 11+08.49
CIRCULAR
D = 25'34'57"
T = 93.75'
R = 412.94'
L = 184.38'
C = 182.85'
1900.70 TC
1900.20 F
wer Main
1900.20 FL
1900.70 TO
6
> ci
•sem o> CI. In
0,
D
10+00
Q 9L <�F
a 9 z :p s$
'5'
1901.17 IC
0.99% 1900.67 FL
rn
0.99%
0.99%
1900.98 CL
1900.67 FL
1901.17
NIVW1:131VMe8M3N
0.45%
O
0.45%
0,43E66
1901.42 TO
1900.92 FL
0)
09
<90
o
>0�
>
0. 1901.23 CL
1900.92 FL
1901.42 TC
0.54.9E �.906i w l f8
"c)
0 8£•49
-
190115 �\
y/1901 46 G
o0 35
1901
1901
v
JO 0
0
•
0O
NOTE:
9
•os
°F
TYPES*A"
DETAILOF TANDEM 72" LONG COMBINATION 2047
Curb Inlets me, Grate & Curb. Two Abutting
(DEETER OR EQUAL)
Front View
LJAYNNNN
V
S.
•
4
v
L
C
•
Vertical ander Horizontal Reinforcing
No. 4 Rebar ® 12" 0.C.
>o<>
•°s
1. Contractor shall leave existing driveway in place at beginning
of project on the west side. Do not disturb.
2. Contractor shall grade a ditch four feet wide from west end
of Flared End section to drainage ditch so new storm sewer
will drain. This work will be subsidiary to the Storm Sewer Unit Price.
oot
3. Approximately 108.0 C.Y. of excess excavation shall be derived from
the construction of this project. All excess excavation shall be used to
grade around and over west end of new storm sewer pipe and then
scattered on lots on west side of street.
Side View
BUILD 6" P.C.C. PAVEMENT 47B
Station to Station
Side
Sq. Yards
10+50 to 11+08.49
LT & RT
202.0
BUILD 6" P.C.C. INTEGRAL CURB
Station to Station
Side
lin. Ft.
10+50 to 11+08.49
LT & RT
117.0
BUILD CONCRETE HEADER
Station to Station
Side
Lin. Ft.
11+12.18
LT & RT
31.0
Adjust Manhole to Grade
Station
Side
10+89
CL
CITY OF HASTINGS,
ENGINEERING DEPT.
Project
SEVENTH AVENUE -13TH STREET NORTH 534.22'
Proj. No.
PD 2004-4
Deecnpf•n
Construction Plan
Moir ElY
R.G.D.
Date
3/2005
Contractor
Drown By
B.B.
Approved By
Dm. No.
3 of 6
1908
_M. = F.H., NE Cor. 12th St./7th Ave
Chiseled "X" on Bonnet Bolt
Eley.:=1502.30
T. :M. = F.H.; SE Cor. 13th St.t7th Ave
Chiseled ?X" on Bonnet Bolt
Elev = 901,75
1908
1906
1906
1904
1902
1900
1898
1896
8+3Q:QQ
of .
ar
0
0
IC
VPI :STA =::1:0:+OQ.00
VPI :EL = :1:9:0:1:.01 :
a 1 = 0.99%
g2 -q.45%
CURVE: LEN : = 50:00
Existing Grade
K := :91.30
E=Q.3
U)
0
w
0.
D
w
0
0.45%
• 0 •0
n
- >
VDI :STA = 8+50.00
VDI :EL = .1.899:52
] �f1 55% •
1894
g2 = 0.99%:
II
0
0
tti
N
0
N
0
>
0
o -
u
0
0
J
W
I
• a.• >
CURVE: LEN .
K := :90.63
E :_::0.02
40.00.
opt Then*
DES:,
ya000eoen
WAitER •-z
al
te+
`a :: E'090 :: a°nt
IP
1904
1902
1900
1898
1896
1894
1892
1892
X
w
N
1890
2
a
0
a
s
x 8
W 0 -
0
X
W
.a.
O
W a
o
0
N
0)
ea
V O
88
'7U,
6 8
of
Of
6 O
rn
W
1890
8+00 +50
9+00
+50
10+00
+50
11+00
12+00
13+00
14+00
ECT: STA. 5+65.43
CO
N
A
cn
20'
NORTH
Scale: 1"=20'
0'
rn
20'
Cl?
O
co
O
cze+
1
T
U)
I-
0
w
O
CC
a-
Ts
8+00
9+00
7+00
¢.DESS
49.59'
75.13'
6+00
10+00
e,49SL g I, g£ ,111111011110100.410
_/
introlono�sosatesto.0.0-
e,9t'9L
7th Avenue
2958L
3
.00.9€
Ban
¢.1581'
a
rr
CO
N
A
V
g
e 0°!ESS 70
seN
IA' DAVfD L '•C) -
r# WACKER ;zz
"D 0 •�10
.Fee. .
CITY OF
HASTINGS,
ENGINEERING DEPT. 00
Project
SEVENTH AVENUE -13TH STREET NORTH 534.22'
Proj. Ho.
Deevipton
Design B/
R.G.D.
Drown By
B.B.
PD 20044
Joint Detail
Dat' 312005
1"AA/
OOMrad or
Orn. No. 4
of 6
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 "0
00 U 10 00: : 20 00 30 00 40
00 " " 60 00 - " 70 00
1905 0
q05no
9-05- on
G:IN:AL: :E
ESIGN E
: :AREA
RTH:WOR
40:93:'
ESIGN- E
L :A:REA
RTHWO
•=1.16::S
40:23
IGINAL :E
ES:IGN. E
L :AREA
AREA
W:27
VC t7,
RTHWO1
=3.19 44
• 30:29 :
'.88 C.Y.
Confinued.on .n
SPA
GIN -AL E
ESIGN E
L: AREA:
:AREA •
0 60 OD 7000
G:IN:AL: :E
All Vol
ntities :a
ESIGN
Total:
AREA:
:AR:EA:
SEVENTH AVENUE - 13TH STREET NORTH 534.22
VE. .24: 38 C.Y
PD 2004-4
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 0 00 0 00 20 00 30 00 40 00
Cross Section Plan
Deer By Date Contractor
R.G.D. 3/2005
Pm. No.
5 of 6
00 60 00 - • 50
00 40
00...30
00 • • 20
00 • 1•0.
oo
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
1905 00
•ir
•it)
• 0 ir•
•00
• a> a>
-J
0
a)
-Jo
L1 - .I.
CO tO
•co
. •
905
--rgo-n-or
189 00
SIPA =1:140(1
ORIGINAL E_ =1901.95
goo nn
1
00
R95 nn
DESIGN EARTH:WORK
FELL: :AR:EA: =0:36 S F
CU T :AREA =38:23 S.F.
VP. : =183:31. .C.Y.
VC •=46365 C.Y.
1q05 00
'CV tv c0
G.!
-- 6
.00 0
cr>
,- ,-
905 0
1505.00
10
50
1 R95 00
STA 10+50
ORIGINAL: E_ =4901.80
DESIGN EARTH:WORK
FILL. AREA' =0.00
CUT AREA =4131 S.F.
goo• no
1
50
R95 on
6
ir,21311
1500.00
1895.00
-0J
<0 0 al•
••CI CC?
swarm.-- --•••••.••••1
.........
24" RG.P.-@ 1%
1891-.46.FL Flared End Section
1E19272 a Bbz
VF =0:00
VC =389.63 C.Y.
Grade -to ditch to drain.
spa =6+
ORIG1N:AL: EL. =1.897.90
ign5 on
....1
• I- II- 0
• NN, a)
r ea ci)
,-: 6 0
.0 m 0
0) 0) a)
::00
-1-900:00
1895 00
WW1 -10+00
ORIGINAL E. -1901.72
go5 on
900- on
*10.
00
S9F 00
Conti
wed from previcus sheet.
DESIGN EARTH:WORK
FILL . AREA. -0.00
CUT 'AREA z1-8.0:1-: :S.F:
VF -0 00
VC :3O6;53 :C,y
1905 00
-JO
h. IL. 0
0 0-0
NA Tr;
00
88 8 §:§
90F 00
1905- an
-J -J 0
0
00
r* § 0-3
..- ..--
905 on
goo 00
1895 00
Itimo.....ibpmlagialsolbminaelmamasmha•aak
WE& =S+150
ORIGINAL E =1901.15
5
R95 00
:11
12:.18
1R5 a
0
70
00 60 00 50
00 40
00..30.
00:::20.
DESIGN EARTHWORK
FILL AREA: =0:00
CU T -AREA =44.-75- -S.F.
VF =28298 :C" Y
VC =22 ;61- -C.Y.
00 10 00 C 10.00 20.00 30.
Running
00 40
AVEVolu
Total c
00:::50.
me:Quantities are:a
ohtinued from previous:p
0O:::60.
00 70 00
age.
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00 60
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A\ CITY OF HASTINGS,
ENGINEERING DEPT. 0
Project
SEVENTH AVENUE -13TH STREET NORTH 534.22'
Prot. No.
PD 2004-4
Deecripbon
Cross Section Plan
Dec* BY
R.G.D.
Dote
3/2005
Contractor
Drawn By
B.B.
Approred337mtiit Ore. No.
6 of 6