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POWER POLE
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GUY WIRE
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GAS VALVE
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WATER VALVE
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FIRE HYDRANT
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PROPERTY CORNER
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SIGN
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MAILBOX
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BOLLARD
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WOOD POST
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GRATE INLET
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STORM SEWER MANHOLE
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SANITARY MANHOLE
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WATER LINE
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OVERHEAD POWER
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STORM PIPE
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SANITARY SEWER
GAS LINE
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CONTOUR LINE
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DECIDUOUS TREE
CONIFEROUS TREE
CONCRETE
BUILDING LINE
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CITY OF HASTINGS oU
MINNESOTA AVENUE PAVING IMPROVEMENTS No
HASTINGS, NEBRASKA pa
PROJECT MAP -2016 6
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PROJECT LOCATION
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HASTINGS, NEBRASKA
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INDEX OF SHEETS
1 COVER SHEET
2 GENERAL INFORMATION
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3 GENERAL INFORMATION
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4 HORIZONTAL AND VERTICAL CONTROL
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5 PLAN & PROFILE
6 PLAN & PROFILEil
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7 CONSTRUCTION & REMOVALS
8 CONSTRUCTION & REMOVALS
9 GEOMETRICS, JOINTS & GRADES
10 GEOMETRICS, JOINTS & GRADES
Xi -X6 CROSS SECTIONS
443-R9 CURB INLET
920-R6 TRAFFIC CONTROL -
942-Rl URBAN TRAFFIC CONTROL -
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SHEET
1 of 10
e0'
31'
Q STREET
J.5 8' B' 7.5'
VARIES
6:1 MAX. LONGITUDINAL JOINT PROFILE POINT
6" INTEGRAL W/TE BAR (TYP.) 6" INTEGRAL
�y CURB (TYP.) CURB (TYP.)
78"
+.xtxr+...-,v . ..:5 V/�V/�V/�V/V/�V �A.J P.C. CONCRETE PAVEMENT 6" SUBGRADE PREPARATION
TYPICAL SECTION
NOT TO SCALE
ESTIMATED SUMMARY OF QUANTITIES -BID SECTION A
ITEM DESCRIPTION
QUANTITY
UNIT
MOBILIZATION
1
LS
0" CONCRETE PAVEMENT
3168
BY
6" CONCRETE DRIVEWAY
175
BY
4" CONCRETE SIDEWALK
27
BY
DETECTABLE WARNING PANEL
6
SF
CRUSHED ROCK SURFACING
3
TON
STORM SEWER MANHOLE
1
EA
CURB INLET
4
EA
36" R.E. STORM SEWER PIPE
57
LF
24" R.E. STORM SEWER PIPE
108
LF
18" R.E. STORM SEWER PIPE
35
LF
CURB INLET SEDIMENT FILTER
4
EA
REMOVE AND RESET MAILBOX
6
EA
INSTALL BOLLARD
1
EA
ADJUST VALVE BOX TO GRADE
1
EA
REMOVE PAVEMENT
992
BY
REMOVE DRIVEWAY
203
BY
REMOVE SIDEWALK
26
BY
REMOVE STORM SEWER CURB INLET
2
EA
REMOVE STORM SEWER MANHOLE
2
EA
REMOVE STORM SEWER PIPE
191
LF
REMOVE DRIVEWAY CULVERT
2
EA
REMOVE TREE
1
EA
REMOVE WOOD LANDSCAPING
1
LS
TRAFFIC CONTROL
1
LS
EARTHWORK1
LS
TEMPORARY EROSION CONTROL
100
LF
OVEREXCAVATION
500
CY
SEEDING
2000
BY
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GENERAL NOTES
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R.O.W.
1.
ALL WORK SHALL ACCORDANCE WITH THE CITY OF HASTINGS STANDARD
SPECIFICATIONS ANDD STT ANDARD DRAWINGS.
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2
THE LOCATION OF ALL AERIAL AND UN, UTILITY FACILITIES MAY NOT BE IND AND ON
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WHETHER
THESE PLANS. UNDERGROUND UTILITIES, WHETHER INDICATED OR NOT WILL BE LOCATED AND
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FLAGGED BY THE UTILITIES AT THE REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE
PERMITTED IN RHE AREA OF UNDERGROUND UTILITY FACILITIES UNTIL ALL SUCH FACILITIES HAVE
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BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES. THE EXCAVATION MUST
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BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY POSSIBILITY OF DAMAGE TO
THE UTILITY FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES.
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3.
CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS OR RE-ESTABLISH THEM IF
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VARIES
THEY ARE DISTURBED DURING CONSTRUCTION.
fia MAX.
4,
THE CONTRACTOR SHALL OBTAIN AND PAY RHE COST OF ALL REQUIRED PERMITS AND FEES.
5.
THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER
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POLES, AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES.
6.
THE CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND LINES. IF THERE IS A
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CONFLICT, THE CONTRACTOR SHALL CAP THE EXISTING SPRINKLER LINES AND THE SPRINKLER
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HEAD SHALL BE SALVAGED TO THE OWNER. SPRINKLER SYSTEM REPAIRS WILL BE COMPLETED BY
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OTHERS.
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TRAFFIC CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LUMP
SUM PAY ITEM. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH RHE MOST CURRENT EDITION
OF THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NDOR STANDARD PLANS 920
& 924. TRAFFIC CONTROL SHALL BE SUBMITTED TO THE CITY OF HASTINGS FOR APPROVAL
PRIOR TO IMPLEMENTATION.
8.
THE CONTRACTOR SHALL REMOVE AND SALVAGE ALL SIGNS TO RHE CIN. THIS WORK SHALL BE
CONSIDERED SUBSIDIARY.
9.
SAW CUTTING FOR PAVEMENT REMOVAL SHALL BE FULL DEPTH AND SHALL BE SUBSIDIARY TO
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PAVEMENT REMOVAL. REMOVAL SHALL OCCUR AT EXISTING JOINTS WHERE POSSIBLE.
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10.
PRIOR TO PAVING, THE TOP 6" OF 5GRADE IN ALL AREAS TO RECEIVE PAVEMENT SHALL BE
SCARIFIED AND RECOD TO 957% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY AND
OPTIMUM MOISTURE TOO +3%. +3%. SU BGRADE PREPARATION SHALL BE SUBSIDIARY TO CONCRETE
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PAVEMENT.
4
11,
DISPOSAL OF EXCESS DIRT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
12.
THE MAXIMUM JOINT SPACING FOR 8" CONCRETE PAVING SHALL BE 12' UNLESS OTHERWISE
NOTED.
13.
THE MAXIMUM JOINT SPACING FOR 6" CONCRETE DRIVEWAYS SHALL BE 10' UNLESS OTHERWISE
NOTED.
14.
THE MAXIMUM JOINT SPACING FOR 4" CONCRETE SIDEWALKS SHALL BE THE WIDTH OF THE
SIDEWALK UNLESS OTHERWISE NOTED.
15.
CONTRACTOR SHALL MATCH PROPOSED JOINTS TO EXISTING JOINTS WHERE POSSIBLE.
16.
ALL 8" CONCRETE PAVEMENT AND DRIVEWAYS SHALL BE DROP CLASS 478-3500 AND
SHALL USE TYPE 1P CEMENT AND HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSL
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17.
ALL CONCRETE SIDEWALKS SHALL BE NDOR CLASS BX -3000 AND SHALL USE TYPE 1P
CEMENT AND HAVE A 28 DAV COMPRESSIVE STRENGTH OF 3000 PSI,
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18.
ALL PAVEMENT SHALL HAVE A BURLAP DRAG FINISH AND ALL SIDEWALKS AND DRIVEWAYS SHALL
HAVE A LIGHT BROOM FINISH.
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19.
CONSTRUCTION OF ALL JOINTS INCLUDING DOWELS AND TIE BARS SHALL BE CONSIDERED
SUBSIDIARY TO CONCRETE PAVEMENT.
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20.
THE STORM SEWER TRENCHES SHALL BE BACKFILLED, MECHANICALLY TAMPED AND TESTED.
BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM
DRV DENSITY UNDER FUTURE PAVED AREAS AND 92% UNDER TURF AREAS.
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21.
PIPE BEDDING SHALL BE SUBSIDIARY TO PIPE INSTALLATION.
22.
CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR STORM SEWER STRUCTURES WILL
NOT BE PAID SEPARATELY.
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23.
THE CONTRACTOR SHALL PROVIDE INLET PROTECTION TO PREVENT SEDIMENT FROM ENTERING THE
F
INLETS.
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24.
THE CITY SHALL DEVELOP STORM WATER POLLUTION PREVENTION PLAN AND THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ITS IMPLEMENTATION.
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25.
CONSTRUCTION STAKING SHALL BE COMPLETED BY RHE CITY.
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26.
PRIOR TO MOVING OFF SITE RHE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING
REQUESTING A FINAL WALK-THROUGH OF THE PROJECT.
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FILLER W/URETHANE SEALANT
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1. CONTRACTION & LONGITUDINAL JOINTS
SHALL BE ESTABLISHED BY THE ENGINEER
IN THE FIELD.
2. LENGTH & WIDTH ARE SHOWN ON
1I CONSTRUCTION SHEETS. THESE DIMENSIONS
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1" PREFORMED
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CONCRETE PLUG
FILLER W/SEALANT
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EXISTING CONCRETE
NEW B" CONCRETE CURB & GUTTER
PAVEMENT
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NO. 4 X 24" TIE BARS 0 30" CENTERS
TO BE DRILLED AND GROUTED INTO
EXISTING CURB & GUTTER
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EXPANSION
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6" DIA. SCHEDULE 40 STEEL
PIPE BOLLARD, FILL W/CONCRETE,
PROVIDE DOMED SURFACE &
PAINT
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2' DIA,
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CONSTRUCTION JOINT
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#4 BARS 0 12" O.C. TO
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STORM SEWER MANHOLE - SECTION D -D
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of
MINIMUM 92% OF MAXIMUM DRY DENSITY
CONCRETE PLUG
UNDISTURBED
1.5
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9—GROUT OR MASTIC
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LONGITUDINAL JOINT
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PI STA. 1+00
N 262,966.47
E 2,089,206.03
PI STA. 6+00
0 0054'00" LT.
N 283466.45
E 2089201.84
PI STA. 9+00
N 283,766.37
E 2,089,194.61
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BENCHMARKS
BENCHMARK "A'
BOLT BY ARROWHEAD ON TOP OF FIRE
HYDRANT AT THE NORTHEAST CORNER OF
13TH STREET & MINNESOTA AVENUE.
ELEVATION: 1917.15
BENCHMARK "B"
BOLT BY ARROWHEAD ON TOP OF FIRE
HYDRANT ON THE EAST SIDE OF MINNESOTA
AVENUE BETWEEN 13TH STREET & 14TH
STREET.
ELEVATION: 1917.66
BENCHMARK "C"
X' ON BOLT ON TOP OF FIRE HYDRANT AT
THE NORTHEAST CORNER OF 14TH STREET
& MINNESOTA AVENUE.
ELEVATION: 1920.56
CONTROL POINTS
CONTROL PT. 4
CONTROL PT. 15
PIPE
PIPE
N 263,041.74
N 263,045.40
E 2,089,243.67
E 2,089,368.81
ELEV. 1915.57
CONTROL PT. 16
CONTROL PT. 5
PIPE
PIPE
N 283,106.48
N 263,101.67
E 2,089,405.02
E 2,089,243.48
ELEV. 1914.31
CONTROL PT. 17
PIPE
CONTROL PT. 6
N 283,105.39
PIPE
E 2,089,368.32
N 263,702.31
s
E 2,089,238.44
CONTROL PT. 18
ELEV. 1918.50
PIPE
N 263,706.01
CONTROL PT. 10
E 2,089,363.42
PIPE
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N 263,046.48
CONTROL PT. 19
E 2,089,405.66
PIPE
N 283,707.06
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E 2,089,399.07
JMINNESOTA AVENUE
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CONTROL PT. 10 CONTROL PT 16
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EHCAVATI ON " EMBANKMENT "
925 C.Y. 1100 C.Y.
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