HomeMy WebLinkAboutURB-5512(8)405
INDEX OF SHEETS
SHEET NO.
1 TITLE PAGE
2-5 SUMMARY OF QUANTITIES
2-T TYPICAL CROSS SECTIONS
2-A PHOTO MAP
3 GENERAL NOTES
4 HORIZONTAL ALIGNMENT & ORIENTATION/R.O.W. PLAN
CONTROL POINT/BENCH MARK DATA
6 - 8 PLAN & PROFILE SHEETS
9 INTERSECTION PLAN
10 - 12 TYPICAL URBAN TRAFFIC CONTROL PLAN
13 SPECIAL.. PLAN 1C CURB RAMPS
XI - X3 CROSS SECTION PLANS
STANDARD PLANS
301-R10 (3 SHEETS) PAVEMENT DETAILS
329-R7 (4 SHEETS) 8 TO 16 INCH CONCRETE PAVEMENT
920-R5 (2 SHEETS) TRAFFIC CONTROL, CONSTRUCTION AND MAINTENANCE
922-R8 (2 SHEETS) TRAFFIC CONTROL FOR ASPHALT SURFACING
923 TRAFFIC CONTROL --ROAD CLOSURE
CONVENTIONAL SIGNS R.O.W. LEGEND
FENCE R.O.W. OR WIRE
GUARDRAIL
TRAVELED WAY
DIKE
CULVERT
POWER POLE
TELEPHONE POLE
MAILBOX
RAILROAD TRACKS
MARSH
TREE - CONIFEROUS
TREE - DECIDUOUS
}
a
a
0°00
NEW CONTROLLED ACCESS
PREVIOUS CONTROLLED ACCESS
LIMITS OF CONSTRUCTION
PREVIOUS R.O.W.
EXISTING PERMANENT EASEMENT
TEMPORARY EASEMENT
EXCESS TAKING
PERMANENT EASEMENT
EXISTING RAILROAD EASEMENT
NEW RAILROAD PERMANENT EASEMENT
NEW RAILROAD TEMPORARY EASEMENT
STATE OF NEBRASKA
DEPARTMENT OF ROADS
PLANS FOR CONSTRUCTION
7611 STREETS
BALTIMORE m OSWEGO9
HASTINGS
ADAMS COUNTY
10th St
9th St
0)
0
i
kzu
4-
Washington! Ave
_
zN. J
Boyce St
8th St
Bateman St
7th St
6th St
•
5th St
0)
TII)
0
E
00
0)
R 10 W
0)
In
L
os
a
55/4
T
BEGIN PROJECT END PROJECT
STA. 100+00.00 STA. 112+92.24
REFERENCE POST NO. TO REFERENCE POST NO.
EXCEPTIONS: FROM STA. TO STA.
TOTAL NET LENGTH OF PROJECT: 1,292.24 FEET 0.245 MILES
HAST /IVGS
COORDINATING PROFESSIONAL
PROJECT NO.
SHEET NO.
URB -5512181 1
I
CONTROL NO. 42635
♦ CONTROL NO.
■ CONTROL NO.
THE 2007 EDITION OF THE NEBRASKA STANDARD
SPECIFICATIONS AND THE SPECIAL PROVISIONS
APPLY TO THIS PROJECT.
THE WORK ON THIS PROJECT CONSISTS OF GROUPS
9 -BITUMINOUS
GROUPS 9
ARE INCLUDED
IN THE LETTING OF JANUARY
14,
2010
A GROUPS
ARE INCLUDED
IN THE LETTING OF
• GROUPS
ARE INCLUDED
IN THE LETTING OF
DESIGN DESIGNATION
LOCAL ROADS AND STREETS
MUNICIPAL
TRAFFIC
YEAR• 2010 2030
ADT. 3.525 5 323
OHV: --
T= 1 7, D= _ 7.
N F C MINOR ARTERIAL
IIIrsJ(i L
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FULL OVERSIGHT PROJECT
C
0
0
SUMMARY OF QUANTITIES
BITUMINOUS SURFACING ITEMS
GROUP 9
ITEM QUANTITY UNITS
BARRICADE, TYPE II 250.000 BDAY
BARRICADE, TYPE III 410.0 BDAY
SIGN DAY 410.00000 EACH
CONTRACTOR FURNISHED SIGN DAY 164.000 EACH
FLAGGING 40.000 DAY
FIELD OFFICE 1.000 EACH
MOBILIZATION 1.000 LS
REMOVE PAVEMENT 318.710 SY
SAWING PAVEMENT 198.500 LF
REMOVE DRIVEWAY 16.000 SY
REMOVE WALK 17.930 SY
REMOVE COMBINATION CURB AND GUTTER 426.000 LF
REMOVE HEADER 2.000 EACH
CONCRETE
COMBINATION CONCRETE CLASS 478-3500 CURB AND GUTTER 306.000 LF
CONCRETE CLASS 478-3000 SIDEWALK 5" 29.480 SY
CONCRETE CLASS 478-3500 DRIVEWAY 7.380 SY
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH 100.000 SY
8„
8" CONCRETE PAVEMENT, CLASS 478-3500 358.400 SY
ADJUST MANHOLE TO GRADE 5.000 EACH
CURB INLET SEDIMENT FILTER 2.000 EACH
HYDRATED LIME FOR ASPHALT MIXTURES 7.000 TON
ASPHALTIC CONCRETE, TYPE SPR 680.000 TON
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS AND INTERSECTIONS 68.000 SY
PERFORMANCE GRADED BINDER FOR SPR 38.080 TON
TACK COAT 840.000 GAL
WATER 1.000 MGAL
SUBGRADE PREPARATION 367.000 SY
COLD MILLING, CLASS 3 4,114.000 SY
TYPES OF ASPHALTIC OIL TO BE USED
TACK COAT: SS -1, 55 -IH, CSS -I, OR CSS -IH
PERFORMANCE GRADED BINDER
AASHTO DESIGNATION M320
PROJECT NO.
SHEET NO
5512181
2-S
C.N. 42635
4'
2%
Existing Sidewalk
7th Street - Baltimore Ave. to Oswego Ave.
Typical Cross Sections
URB -5512(8)
CN 42635
10'
Varies
6%
31'
10' 4'
1/2" Bottom Lift Asphalt Typical
2%
Existing Terrace
1 1/2' Top Lift Asphalt Typical
2%
30" Combination
Curb & Gutter
4' _ 10'
Remaining 3"+- Asphalt
Existing 6"+— Asphalt / Remove 3" Cold Milling Class 3
Existing and Proposed 31' Asphalt Typical Section
Sta. 100+32.84 to Sta. 112+46.48
31'
Varies
Existing Terrace
6%
30" Combination
Curb & Gutter
2%
Existing Sidewalk
10' 4'
2%
Existing Sidewalk
Varies
6%
Existing Terrace
1'
2% 8" P.C.C. Concrete Pavement 2%
6" P.C.C. Integral Curb
I HI T—ff1-11-111=1 � d l l Ll l —Tl b-111=11=11 ILiil _1_11 u l 117--M l ll 1 111= -illtl.1 111=111111=111=1
Proposed 31' Concrete Typical Section
Sta. 103+95 to Sta. 104+26 38.5' Left
Sta. 108+32 to Sta. 108+63 49' Left
Varies
6%
Existing Terrace
2%
6" P.C.C. Integral Curb
Prepared Subgrade
0
Existing Sidewalk
For Details Not Shown See
Standard Plans 301-R10 & 329-R7
PROJECT NO.
SHEET NO.
5512(5)
2T
GN. 42615
CITY OF HASTINGS,
/ I \ ENGINEERING DEPT. 00
711, STREET - Baltimore Ave. to 0 Ave.
055.5512101 ON 42E35
Dasulptlan
NPICAL SECTIONS
ane^ ar O.S.
wla 6/2009
Caltroctar
NORTH
Scale: 1"=4a
0
PROJECT NO.
SHEET NO.
5512(8)
2-A
C N. 426)5
N
N
G
a)
�2a
ACITY OF HASTINGS,
ENGINEERING DEPT. 00
7th Stteet - Baltimore Ave. to Oswego Ave.
URB -5512(8) ON 4
Aeral Plan
7th Street - Baltimore Ave. to Oswego Ave.
URB -5512(8)
CN 42635
MATERIALS GENERAL REQUIREMENTS
Type of Asphaltic Oil for Tack coat
Tack coat required under this projectehall be SS -1H.
Water used to dilute emulsified asphalt shall be mixed in
approximate 50-50 proportion with the oil. The rate of
application of the diluted emulsified asphalt shall
generally be from .10 to .20 of a gallon per square yard.
Asphaltic Concrete
Type SPR asphalt according to State Specifications and
any special provisions.
3. Payment shall be made per ton asphalt and shall include all
installation costs including, but not limited to sweeping and
base preparation not otherwise provided for by separate
pay item.
NOTE: Contractor Mt lake extra care to protect all survey markers,
located in street, during construction.
GENERAL NOTES
CONTRACTOR'S NOTE
1. Payment will be made for actual field quantities utilized and
shall show precedence over contract estimated quantities.
2. Contractor shall remove existing asphalt in driveways and shall be
subsidiary to the unit price for Cold Milling Class 3.
3. It will be the responsibility of the Contractor to dispose of all
pavement removal.
4. Contractor will be required to have all utilities located prior to
start of work.
5. Cold Milling Quantity shall include inlays, intersection insets,
and driveway insets.
6. 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.
NOTES:
Base Lift will consist of 1 112" Type SPR
Top Lift will consist of 1 112" Type SPR
Sub -base may require various patching to be determined by Engineer
after milling operation and street has been deaned.
Millings are to become the property of the Contractor.
Ends and retums on all roads, intersections, and driveways will be sawed prior to installation of Base Lift.
Contractor shall use caution not to damage driveways during the removal of existing asphalt.
Seeding to be completed by others.
PROJECT NO.
SHEET NO.
5512(8)
3
6A. 42635
®0. n .gg
tura
ga
E-aVe®
criod
A\ CITY OF HASTINGS,
ENGINEERING DEPT. (C)0
v*et
Rh STREET - ealemore Ave. to Oswego Ave.
URB -5512(6) CN 426615
ASPHALT SPEC...6 GENERAL NOTE 8. DETAIL SHEET
m,5n 88.
5200D
COnfreitheir
(Wen)] Ay„ r /
5 Or 14
n
7th Street
a .
Begin Project: Sta. 100+00
Begin Asphalt Pavement: Sta. 100+32.84
NORTH Adink
Scale: t"=80'
o' so•
t o• teo'
7th STREET CENTERLINE
Point 1. N = 92294.48 E = 91353.35 100+00
Course from Point 1 to Point 2 N 88°51'41" E Dist. = 1292.23
Point 2 N = 92320.16 E = 92645.32 112+92.24
105+00
Washington Ave.
110+00
Right -of -Way Line
Sta. 112+46.48
End Asphalt Paveme
N
(V
End Project: Sta. 11
\
JJ v u
Point 1
0
Right -of -Way Line
Baltimore Ave.
7th Street
Point 2
PROJECT NO.
SHEET NO.
5512(81
4
P.N. 42635
A\ CITY OF HASTINGS,
ENGINEERING DEPT. Q70
PAku
715 STREET - Baltimore Ave. to Oswego Ave.
UM-5512(8)PR 42035
Horizontal Alignment end Orientation I RO.W. Plan
Control Point / Bench Mark Data
URB -5512(8)
CN 42635
Point
No.
!dent./Station
Offset
to Sta.
Northing
Easting
Elevation
2
CP2 / 112.92.24
0.00
92320.16
92645.32
1931.96
100
CP100 / 99+29.15
0.00
92293.05
91282.52
1927.41
1931.96
Aluminum Cap CL 7th / Baltimore
Chiseled "X" on Retaining Wall
Control Point 100
PK Nail in Centerline Joint of 7th Street
West of Oswego Ave.
NE 94.07' Chiseled "X" in Retaining Wall
SE 95.40' Nall in Power Pole
SW 63.48' Nall in Power Pole
Point
No.
(dent./Station
Offset
to Sta.
Elevation
Description
FH / 100+39.75
20.87' RT
1931.53
SE Cor. 71h/Osw. W Bonnet Bolt
FH / 108+50.60
19.89' RT
1932.51
7th/Wash. NW Bonnet Bolt
2
CP2 / 112+92.24
0.00'
1931.96
Aluminum Cap CL 7th / Baltimore
4)
i
0
E
PROJECT NO.
SHEET NO.
5512(8)
5
C5.42635
Point 2
Quarter Corner common to Sec. 11 and 12
Township 7 North, Range 10 West of the 6th P.M.
Aluminum Cap Stamped "City of Hastings Property Corner - 484
NE 51.78' Nail in Power Pole
SE 43.07 Nail in Power Pole
SW 71.95' Nail in Power Pole
NW 49.37' Nail in Power Pole
CITY OF HASTINGS,
ENGINEERING DEPT. 00
Fein
7111 STREETBaltimore Ave. to Oswego Ave.
URe5512181 ON 42635
meolµm Ovalpl POinl / Bench Mark Data
09
ROAR a/
7 07 14
CURB INLET SEDIMENT FILTER
Station
Side
Eaab
100+32.84
LT
LO
100+26
m
o
REMOVE PAVEMENT
Station to Station
Side
Sq. Yds.
100+09 to 100+32.84
Li & RT
85.0
101+74 to 101+81
LI
7.0
102+15 to 102+22
LT
7.0
103+28 to 103+44
lT
18.0
REMOVE 30" COMBINATION CURB & GUTTER
Stallon 10 Station
Side
Lin. Ft.
100+33 to 100+63
m
30.0
101+74 to 101+81
LI
7.0
102+15 to 102+22
LT
7.0
103+28 to 103+44
lT
18.0
103+48 to 103+03
RT
ts'
103+49-103+01
RT
0.7
Curb inlet
Righ1-01Way Line / Limits of construction
BUILD 8" P.C.C. PAVEMENT 478
sial ion to Staten
side
Sq. Yds.
100+09 TO 100+32.84
LT & RT
85.0
101+27-101+41
Rr
0.80
101+99-102+13
Rr
Le
102+20-102+33
LT
0.73
102+77-102+90
LT
4.33
103+49-103+01
RT
0.7
Pavement Repair, Type A, full depth 8'
Station to swan_
®'•
—y111:211
Sq. Yards
00 0
t_
—_
2.1
101+27-101+41
Rr
0.80
101+99-102+13
Rr
Le
102+20-102+33
LT
PROJECT N0.
SHEET NO.
5512(8)
6
CN, 42635
C
O
.^a W
° - m
,N
7.
d"
'"60'9(7*
See 58e0111 of 14
Imereeolmn Quantities
Slreel Light Pole to be rebooted
Hastings Utllitie9
Pro
N.
e Only
10,1+00
"102+110
103+00
104+00
Placement of Asphaltic Concrete for Driveways
Station
Side
Sq. Yards
100+70-100+89
Ri
2.1
101+27-101+41
Rr
0.80
101+99-102+13
Rr
Le
102+20-102+33
LT
0.73
102+77-102+90
LT
4.33
103+49-103+01
RT
0.7
103+98-104+13
RT
3.4
1 fi
0.73
102+20 to
102+33
SCALES:
a
a)
N
0
CU ro talet
Fistal Way Line / Limits of can Wm
SAW CUT
Station10 Station
Slalior to Station
Side
perri
102+92 to 103+10
15' RT
18.0
LI
7.0
102+15 to 102+22
BUILD 30" COMBINATION CURD & GUTTER 4713
Station10 Station
Side
Lin. Ft.
100+33 to 100+63
nr
32.0
101+74 to Io1+81
LI
7.0
102+15 to 102+22
LI
7.0
103+20 to 103+44
LT
160
103+48 to 103+63
RT
Is'
0.8
101+99 to
VA
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
ADJUST MANHOLE TO GRADE
Station
Side
Each
100+13
6' RT
100+40
11' RT
100+51
CL
REMOVE DRIVEWAY
COLD MILLING CLASS 3
station to Station
Sq. vds.
Side
Sq. Yards
100+3284
to 104+00
LI
& RT
1224.0
100+70 to
100+89
RT
2.1
101+27 to
101+41
m
0.8
101+99 to
102+13
RT
L
1 fi
0.73
102+20 to
102+33
102+77 to
002+90
LT
4.33
103+49 to
t03+61
RL
27
t03+98 to
124+13
RI
3.4
ADJUST MANHOLE TO GRADE
Station
Side
Each
100+13
6' RT
100+40
11' RT
100+51
CL
REMOVE DRIVEWAY
Station to Station
see
Sq. vds.
103+26 to 103+44
LT
iso
A. CITY OF HASTINGS,
ENGINEERING DEPT. Si
lit, STREET - Baltimore Ave. to Oswego Ave.
URB -6512(8) CM 426
clan
nand Pfaff
00
4
T
8
2
03$%I
0 389
-oza31V
839.:
,2 a`0$
P3 I; 1 n
ry ,
j' OCESS/O 00.:a
of
1936
eV
I an
__.
on
31
(
0 I
=0"
926
924
922
1920
See sheet it of 14 for
Intersection Quantities
Street Light Pole to be rebooted
Hastings utilities
3'
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
PROJECT NO.
5512(8)
C.N. 42035
SHEET NO.
See. Sheet 11 el 14 for
Intersection Quantities
1IP
Righw4Way Liner limits or Construction
Street Light Pole to be relocated
Hastings Utilities
rv'.°$a'337.22
f{a_
one Only
7th Street
+00
104+00-
05+00
106+00
SCALES:
=20' HON
t"- 2' VER
REMOVE 30" COMBINATION CURB & GUTTER
Station to statim
side
Lin. Ft.
105+47 to
105+54
LT
-
7,0
105+60 to
105+72
91
120
106+77 to
106+25
IV
12.0
106+76 to
106108
LT
12.0
106+95 to
107+13
LT
18.0
107+21 to
107+51
ET
I 300
107+65 to
107+95
LT
300
108+47 to
105+53
Rr
i 6.0
108+77 to
100+83
LT
6.0
REMOVE PAVEMENT
Staten to Station
— Side
Ss.. Yds.
106+95 to 107+13
LI
7.39
105+60 to 105+72
Er
12.0
106+17 10 106+29
LT
12.0
106+76 to 105+00
LT
12.0
BUILD 30" COMBINATION CURB & GUTTER
Station to station
Side
Lin. Ft.
105147 to 105454
LT
7.0
105+60 to 105+72
Er
12.0
106+17 10 106+29
LT
12.0
106+76 to 105+00
LT
12.0
106+95 to 107193
LT
18.0
107+21 to 107+51
RT
30.0
107+65 to 107+95
LT
30.0
100+47 to 108+53
FT
60
108+77 to 105+81
LT
6.0
BUILD 6" P.C.0 DRIVEWAY 470
Station to Station
flI®
LT
®'SIII
106+95 to 107413
0T
sq. Yards
104+00 to
109+00
'S &
m
16670
104+_47 l0
106+42 to
104+61
105+11
4T
667
RT
156
Cf
P,�0g774e o
• Bap0AtA]00t.
Right-ol-Way Liner Limits of Construction
SAW CUT
COLD MILLING CLASS 3
Site
- Station to Slallon
Side
0T
sq. Yards
104+00 to
109+00
'S &
m
16670
104+_47 l0
106+42 to
104+61
105+11
4T
667
RT
156
105+42 to
106+56
IT
1.56
SAW CUT
Sta00n to Station
Site
LIn, Ft.
105+47 to 105+60
0T
110
107+405 to 107+65
5' LT
155
+.+4107+00
108+00
109+00 sr"
ADJUST MANHOLE
TO GRADE
EacEE
— 104+10
CL
RT
100+50
104+42-105+11
Ll
1.56
1O6+42-106+56
LI
1.56
Placement of Asphaltic Concrete for Driveways
Station
Side
Sq. Yards
104+47-104+61
RT
4.67
104+42-105+11
Ll
1.56
1O6+42-106+56
LI
1.56
CITY OF HASTINGS,
/i� ENGINEERING DEPT. tri 82J
7th STREET Baltimore Ave, to Oswego Ave.
URB 21E0 CN 4265
Plan ails Pmnla
It
6/2009
6
38
36
34
2
30
28
6
031%
..__654%:
ni
>4
22
a3
vs
931
0.147
1938
1936
1934
932
1930
1928
926
924
922
lor
les
ated
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
nigh
or -way Line
of Co ton
0_9236110
N
E
cz op
w �
t9 V
C
-0 cti
LII CO
+00
109+00 .,v'
110+00
111+00,?
7th Street
SCALES:
LCJ
REMOVE 30" COMBINATION CURB & GUTTER
Station Ia Station
Side
Lin. Ft
109+01 to 100+07
PT
6,0
109+24 to 109+54
LI
30.0
109130 10 109+36
PT
60
110+5910110+72
RT
18.0
110+82 to 110+80
LI
0,0
110+97 le 111+09
LI
120
111+34 to 111+40
LI
6.0
111+69 to 111+75
LT
6.0
112+07 to 1.12+13
RT
6 0
BUILD 30" COMBINATION CURB & GUTTER
Station to Station
Slde
IJn. FI.
109+01 to 109+07
Rt
6.0
109+24 le 109+54
LI
30.0
109+30 to 109+38
RT
6,0
110+6416110+72
RT
1e0
110+82 to 110+05
1S
0,0
110+07 to 111+09
LT
12.0
111+39 00 111+40
LT
60
111+69 to 111+75
LT
6 0
112+07 to 112+13
W
fi 0
Pig ol -way LIle l Limit, of Conslnmllon
Baltimore Ave
'Rn
Placement of Asphaltic Concrete for Driveways
COLD MILLING CLASS 3
Station to Station
Side
S., Yards
109+00 to
112+4646
1 & Ri
110A0
100+00 to
100+04
Ri
60
109+92 to
110+03
RT
J33
110+28 to
110456
LT
13.33
110+41 to
110154
RT
l22
111+26 to
111+39
RT
4.33
111+30 to
111+42
1l
233
111+78 to
111+96
RT
4.0
Baltimore Ave
'Rn
Placement of Asphaltic Concrete for Driveways
®IMEIn®
100+06-109+04
00+92-110+03
110+28-110+50
110+41-110+04
RT
111+26-111+39
=n®
` 111+42
2,33
111 +J6-fit+96
PROJECT NO,
SHEET N0,
551218)
8
GN. 42635
ACITY OF HASTINGS,
ENGINEERING DEPT. 00
715 STREET- Baltimore Ave. to Oswego Ave.
UR13-551210) CN 4203
Plan andPmbie
000
5
el I
wth
o:53
1
J.4
8-S
D St
171
0.18
4
le NJ
2.1
A
6°3 3"VQ/ "°µl6',�G
fr �Ag.ow g L
09 �(O nooR% yg
rF°roe.dctl_°s�Pi
1938
1936
1934
1932
1930
1928
1926
924
1922
re
Street Light Pole to be relocated
Hastings Utilities
20.22 Ex
6.94 Ex.
2941 Ex.
0
a)
00 t0
20' R.P. - N=92337.4
E=91727.40
0,n
292
3078
29 29 F
29.12 FL
Match
129.07 Ex.
29,48 Ex.
- 2915 Ex
L
129.10 Ex.
29.51 E
MatcCL
29.24 Ex.
29.28 FL
Match
8'
00* tal
Arrar#saw
1
0
U
///A
Removal
20' R.P. - N=92338.99
E=91798.56
FL
29.45 FL
2947 Ex,
75 no.
29.79 Ex. 29.82
29,88 Ex. 29.94 Ex.
104+00
REMOVE CONCRETE HEADER
Station la Station
03+95 to 104+26
Side
23' LT
Each
1.0
REMOVE PAVEMENT
Station to Station
.03+87.8 to 104+33.5
Side
LT
Sq. Yds.
95.0
REMOVE 30° COMBINATION CURB & GUTTER
Station to Stenon
®"
Milifilli=
_
103+75 to 103+95
104+26 to 104+46
L_
104+26 to 104+46
LT
36.4
LT
LT
3.56
108+74.3
LT
2
REMOVE WALK
Station to Station
®�
LT
_
103+56.5 to 103+95
104+26 to 104+34
L_
104+26 to 104+46
LT
36.4
LT
LT
3.56
108+74.3
LT
2
1111111111111111111111111.1
MINN
11.1111.1.1
95 Ex
30,05 Ex, 3007 Ex.
7th Street
SAW CUT
Station to Station
Side
Lin. Ft.
103+75 to 104+46
13' LT
76.0
104+26 to 104+46
LT
36.4
BUILD B" P.C.0 PAVEMENT
Station to Staten
Side
Sq. Yds.
103+75 to 104+46
LT
120.0
104+26 to 104+46
LT
36.4
BUILD 6" P.C.C. INTEGRAL CURB (for info. only)
Station to Station
Side
Lin. Ft.
103+75 to 103+95
LT
36.4
104+26 to 104+46
LT
36.4
LT
LT
3.56
108+74.3
LT
2
1111111111111111111111111.1
MINN
11.1111.1.1
MINN
BUILD 5" P.C.C. SIDEWALK
Station to Station
Side
Sq. Yards
103+86.5 to 103+95
LT
4.45
104+26 to 104+34
LT
4.45
LT
LT
3.56
108+74.3
LT
2
1111111111111111111111111.1
MINN
11.1111.1.1
MINN
30.11 Ex.
29.50 Ex.
30.14 Ex.
Build 24" x 24" Detectable Warning Panel (for nfo. only)
Station
Side
Each
103+95
LT
2
104+26
LT
2
BUILD CURB RAMP (tor information on y)
Station
Side
-Type
108+32 to 106+53
103+95
LT
108+63 to 108+53
LT
104+26
LT
LT
3.56
NORTH
Seale: 1"=10'
IS' 0' 10' 29' 19'
20.09 E
Street Light Pole to be relocated
Hastings Utilities
IF
U
U
30.10
10.52 Ex, 30,27 Ex,
aicot
I
0
0)
C_
-C 30.57 Ex. 20.321
60 1.0.01
PROJECT NO.
SHEET NO.
5512(0)
9
SA, 42635
iJ
3022 FL
Match
3020
30.57 Es. 30.34
3079
/t;.O',
G°
0. 3r.s 30 34 FL
O.R.
OrrAer
r VP
�2F
p,
xI/7/2_74/
20' R.P. - N=92346.20
E=92164.93
O
aex e=2.2.9@
30.10
0.
/T
30.36 FL
Ich
0.13 F
7/AI
1
30.74
20' R.P. - N=92347.71
E=92235.85
Removal
SIO
30.72 Ex, 076 Ex.
30,80 Ex.
108+00
30.88 Ex. 30.92 Ex,
7th Street
30.99
31.01 Ex
0.34 F
Match
17 E
3103 Ex, I_
3101 Ex.
REMOVE CONCRETE HEADER
Station to Station
Side
Each
108+32 to 106+53
32.3' LT
1.0
108+63 to 108+53
LT
n
REMOVE PAVEMENT
Station to Station
Side
Sq. Yds.
108+24 to 108+72
LT
131,33
108+63 to 108+53
LT
n
REMOVE 30" COMBINATION CURB & GUTTER
Station to Station
Side
Sq. Yards
108+12 to 100+32
LT
2.67
108+63 to 108+53
LT
n
100+723 to 106+763
LT
3.56
108+74.3
LT
2
1111111111111111111111111.1
MINN
11.1111.1.1
MINN
REMOVE WALK
Station to Station
Side
Sq. Yards
100+20 to I08+25.5
-
LI
2.67
100+63 to 100+72.3
LT
4.14
100+723 to 106+763
LT
3.56
108+74.3
LT
2
MINN
0
SAW CUT I
Station to Station
Side
Un. Ft.
108+12 to 108+03
13' LT
76.0
153.4
LT
44 4
BUILD 8" P.C.0 PAVEMENT
Station to Station
Station to Stoton
Side
Sq. Yds.
108+12 to 108+83
LT
153.4
LT
44 4
100+72.3 to 105+76.3
BUILD 6" P.C.C. INTEGRAL CURB (for info. only)
Station to Station
Side
IRWIN
108+12 to 108+32
LT
444
100+63 to 108+72.3
LT
44 4
100+72.3 to 105+76.3
LT
MEIN
108+74.3
LT
2
MINN
BUILD 5" P.C.C. SIDEWALK
Station to Station
Side
'��i�^}��
100+20 to 108+32
LT
MI1'
100+63 to 108+72.3
NIMIEMMEM
2
100+72.3 to 105+76.3
LT
MEIN
108+74.3
LT
2
MINN
109+00
Build 24" x 24" Detectable Warning Panel (for info. only)
Station
Side
Each
108+22
LT
2
108+32
LI
2
100+63
LT
2
108+74.3
LT
2
BUILD CURB RAMP (for information only)
108+22
LI
108+32
LT
108+63
LT
108+743
LT
)CITY OF HASTINGS,
/(\ ENGINEERING DEPT. C) Ca
Pmint
Th STREET - Baltimore Ave. to Oswego Ave.
URB -5512(8( ON 42635
0166.160
Intersection Plan