HomeMy WebLinkAboutPD2008-5YOST AVENUE PAVING IMPROVEMENTS
HASTINGS, NEBRASKA
LEGEND
STORM SEWER
SEWER LINE
WATER LINE
GAS LINE
TELEPHONE LINE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
MANHOLE
CULTIVATED LAND LINE
INLET/JUNCTION BOX
VALVE
SS
S
GAS
UTE
OHE
UGE
I 0 I
FIRE HYDRANT
POWER POLE
STREET LIGHT
STREET LIGHT/POWER POLE
GUY
TREE MASS
TREE
BUSH
STUMP
SIGN
CULVERT
CHAIN LINK FENCE 0 0
s
WOODEN/PLASTIC FENCE 0 0
BARBED WIRE FENCE
CURB STOP
GAS METER
ELECTRICAL METER
TELEPHONE RISER BOX
PROPERTY CORNER
SEWER CLEAN OUT
POST
PROPERTY LINE/R,O,W.
EASEMENT LINE
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NOT TO SCALE
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Osborne Drive East
Burlington Avenue / Highway 281
Softball Complex
39th Street
1111
Pepsi
Eaton
33rd Street
e
4
C
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C
Nebraska
Cold Storage
PROJECT
LOCATION
INDEX ❑F DRAWINGS
1
COVER
2
HORIZONTAL & VERTICAL CONTROL
3
GENERAL INFORMATION
4-5
PLAN AND PROFILE
6-7
CROSS SECTIONS
NDOR STANDARDS & SPECIAL PLANS
NEBRASKA DEPARTMENT OF ROADS
STANDARD PLANS
STD. PLAN#
329—R6
301—R8
920—R5
DESCRIPTION
6 TO 16 INCH CONCRETE PAVEMENT
PAVEMENT DETAILS
TRAFFIC CONTROL CONSTRUCTION & MAINTENANCE
NEBRASKA DEPARTMENT OF ROADS
SPECIAL PLANS
SPECIAL PLAN# DESCRIPTION
2C TYPICAL URBAN TRAFFIC CONTROL PLAN
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drawn by: JAS
checked by: RCK
approved by: MMR
project no.: 2006-0242
drawing no.:
date: 10/06
SHEET
1 OF 7
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203+00
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204+00
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BMK #4
CPT #86
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low
tow
tow
CPT #90
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SW COR. N1/2,
SEC. 31, T8N, R9W
NORTHING(Y)=8654.16
EASTING(X)=8266.76
SE COR. N1/2,
SEC. 31, T8N, R9W
NORTHING(Y)=8490.23
EASTING(X)=10702.18
BENCtiMMES
BMK #1 "X" CHISELED "X"
ON N.W. BOLT ON FHT ±30'
S.E. OF EPV ON YOST AVE
S. END (2001 MUELLER)
ELEV.=1919.88
BMK #2 (REBAR) 1" REBAR
5TH PWP W OF E. POLE
SOUTH LINE
ELEV.=1910.56
BMK #3 (N. RIM) N. RIM
SMH CL OF YOST St 1ST N.
OF EPV
ELEV.=1915.12
BMK #4 (REBAR) 1" REBAR
N. OF E. LTP OF SOUTH
UNE.
ELEV.=1912.24
CONTROL POINT$
CPT #86 1/2" REBAR
±50' E. OF E. PWP
ON SOUTH UNE ±50'
N. OF S. BWF UNE
NORTHING(Y)=8574.54
EASTING(X)=10041.75
ELEVATION=1911.86
CPT #90 PK NAIL IN
CENTER UNE JOINT OF
YOST ST. ±4' N. OF
S. EPV
NORTHING(Y)=9216.57
EASTING(X)=9732.96
ELEVATION=1914.97
CPT #112
NORTHING(Y)=9381.24
EASTING(X)=9385.02
ELEVATION=1905.74
ALIGNMENT CONTROL
1� P.I. STA. 198+00
NORTHING(Y)=9381.06
EASTING(X)=9835.34
Q P.I. STA. 200+75.04
NORTHING(Y)=9147.47
EASTING(X)=9690.14
A=28'02'05.40"
R=300.00'
T=75.04'
L=147.07'
P.C. STA. 200+00
NORTHING(Y)=9211.22
EASTING(X)=9729.72
P.T. STA. 201+47.07
NORTHING(Y)=9072.59
EASTING(X)=9685.23
Q P.I. STA. 206+68.14
NORTHING(Y)=8552.63
EASTING(X)=9651.16
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HORIZONTAL & VERTICAL CONTROLS
YOST AVENUE PAVING IMPROVEMENTS
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HASTINGS, NEBRASKA
drawn by: JAS
checked by: RCK
approved by: MMR
project no.: 2006-0242
drawing no.:
date: 10/06
SHEET
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USER: bbrooks
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CURB INLET GENERAL NOTES 443-R7 STATE OF NE
ALL CONCRETE USED FOR STORM SEWER STRUCTURES SHALL BE CLASS 47B-3000 OR
EQUIVALENT APPROVED MIX..
ALL REINFORCING STEEL SHALL CONFORM TO THE
REQUIREMENTS OF ASTM DESIGNATION A615/A615M, GRADE 60. ALL REINFORCING STEEL
SHALL BE NO. 4 BARS AT 12" CENTERS (MAX.) UNLESS NOTED OTHERWISE.
THE MINIMUM COVERING, MEASURED FROM THE FACE OF THE CONCRETE TO THE SURFACE OF
ANY REINFORCING BAR, SHALL BE 2", UNLESS NOTED OTHERWISE.
FIELD BEND AND/OR CLIP REINFORCING STEEL TO MAINTAIN MINIMUM COVERING.
EXCAVATION, BACKFILL AND DIAGONAL REINFORCING STEEL SHALL NOT BE PAID FOR
DIRECTLY, BUT SHALL BE CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS
MADE.
ALL DIAGONAL BARS, PREPARATION, MATERIALS, EQUIPMENT, TOOLS, LABOR, AND INCIDENTALS
NECESSARY TO COMPLETE THE WORK THAT ARE NOT PAID FOR DIRECTLY, SHALL BE
CONSIDERED SUBSIDIARY TO OTHER ITEMS FOR WHICH PAYMENT IS MADE. IF A PIPE IS
ENTERING THE BOX ON A SKEW, THE OUTSIDE HORIZONTAL DIAMETER OF THE PIPE MUST
NOT EXCEED THE INSIDE WIDTH OF THE BOX AND IT MUST ENTER THE BOX BETWEEN THE
OUTSIDE CORNERS OF THE BOX.
CULVERT PIPE SHOWN FOR ORIENTATION PURPOSES ONLY.
I4
10' (TYP.)
37'
TOP OF SLAB ELEVATION
AT BACK OF CURB
ELEVATION DETAIL
NOT TO SCALE
8.5' 10' STREET 10'
8.5'
10' (TYP.)
SHOULDER
6" INTEGRAL
CURB (TYP.)
-1= 2.0%
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2.0'
LONGITUDINAL JOINT
W/ TIE BAR (TYP.)
4.
PROFILE PT.
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6" INTEGRAL
CURB (TYP.)
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2.0'
8" CONCRETE
PAVEMENT OPTIONAL LONGITUDINAL JOINT
TYPICAL SECTION
STA. 200+00 TO STA. 205+97
NOT TO SCALE
SHOULDER
2.0%
ILS L IMPTAMIT
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ESTIMATED QUANTITIES
ITEM
UNITS
QTY.
BUILD 8" P.C. CONCRETE PAVEMENT W/INTEGRAL CURB
SQ. YDS.
2048
18" REINFORCED CONCRETE STORM SEWER PIPE CLASS III
L.F.
40
24" RENIFORCED CONCRETE STORM SEWER PIPE CLASS III
L.F.
30
BUILD 8' 443-R7 CURB INLET
EA.
2
TAP MANHOLE
EA.
1
BUILD P.C. CONCRETE HEADER (47B)
L.F.
37
SEEDING, TYPE B
ACS.
1.5
EARTHWORK
L.S.
1
GENERAL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL. THE CONTRACTOR SHALL DEVELOP A
TRAFFIC CONTROL PLAN IN ACCORDANCE WITH NDOR STANDARD PLANS 920-R5, NDOR SPECIAL PLAN
TYPICAL URBAN TRAFFIC CONTROL PLAN; AND WITH THE MOST CURRENT EDITION ON THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
2. THE CONTRACTOR SHALL REMOVE AND SALVAGE ALL SIGNS TO THE CITY. THIS WORK SHALL BE
CONSIDERED SUBSIDIARY.
3. CAST IRON RINGS, COVERS, FRAMES AND GRATES FOR STORM SEWER STRUCTURES WILL NOT BE PAID
SEPARATELY.
4. LOCATIONS OF ALL AERIAL AND UNDERGROUND UTILITY FACILITIES MAY NOT BE INDICATED IN THESE PLANS.
UNDERGROUND UTILITIES INDICATED OR NOT WILL BE LOCATED AND FLAGGED BY THE UTILITIES AT THE
REQUEST OF THE CONTRACTOR. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF THE UNDERGROUND
FACILITIES UNTIL ALL SUCH FACILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL
PARTIES. THE EXCAVATION MUST BE ACCOMPLISHED WITH EXTREME CARE IN ORDER TO AVOID ANY
DAMAGE TO THE UTILITY FACILITY.
5. THE CONSTRUCTION OF ALL JOINTS INCLUDING DOWELS AND TIE BARS SHALL BE CONSIDERED
SUBSIDIARY TO CONCRETE PAVEMENT.
6. CONTRACTOR SHALL PROTECT THE EXISTING SPRINKLER HEADS AND LINES. IF DAMAGED,
THE SPRINKLER SYSTEM SHALL BE REPAIRED SUBSIDIARY TO CONSTRUCTION.
7. CONTRACTOR SHALL PRESERVE ALL PROPERTY CORNER MONUMENTS. IF THEY ARE DISTURBED DURING
CONSTRUCTION THEY SHALL BE RESET BY A REGISTERED LAND SURVEYOR.
8. CONTRACTOR TO PRESERVE ALL SURVEY CONTROL.
9. THE CONTRACTOR SHALL USE EXTREME CAUTION IN THE AREA OF EXISTING MANHOLES, POWER POLES,
AND EXISTING UTILITIES, AND SHALL BE RESPONSIBLE FOR DAMAGES.
10. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS & FEES REQUIRED.
11. MOBILIZATION SHALL BE SUBSIDIARY FOR ALL ITEMS OF WORK.
12. BACKFILL OF SEWER PIPES SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY.
13. SUBGRADE PREPARATION IS SUBSIDIARY AND SHALL BE COMPACTED TO A MINIMUM OF 96% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY.
14. FOR SUPPLEMENTAL SPECIFICATIONS PLEASE REFER TO NDOR STANDARD SPECIFICATIONS.
15. FOR PAVEMENT DETAILS REFER TO NDOR STANDARD PLANS 301-R8 AND 329-R6.
16. INTEGRAL CURB SHALL BE SUBSIDIARY TO CONCRETE CONSTRUCTION.
17. ALL DISTURBED AREAS SHALL BE SEEDED WITH CITY OF HASTINGS TYPE "B" SEED MIXTURE OR
APPROVED EQUIVALENT.
18. PRIOR TO MOVING OFF SITE THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING REQUESTING A
FINAL WALK-THROUGH OF THE PROJECT.
19. THERE ARE APPROXIMATELY 25 C.Y. OF EMBANKMENT AND 941 C.Y. OF CUT EXCAVATION. ALL EXCAVATION
SHALL BE DISPOSED OF ON ADJACENT LOTS AND GRADED TO DRAIN AND SEEDED.
20. STA. 200+00 TO STA. 200+99 HAS BEEN CONSTRUCTED BY A PREVIOUS CONTRACTOR. THIS PROJECT
SHALL BEGIN AT STA. 200+99. QUANTITIES HAVE BEEN UPDATED TO REFLECT THIS CHANGE.
21. SOME EARTHWORK HAS BEEN REMOVED IN THE RIGHT-OF-WAY OF YOST AVE. EARTHWORK QUANTITIES
HAVE BEEN UPDATED TO SHOW THIS CHANGE. CROSS-SECTION SHEETS HAVE ALSO BEEN UPDATED.
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INFORMATION
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NEBRASKA
drawn by:
checked by:
approved by:
project no.:
drawing no.:
date:
JAS
RCK
MMR
2006-0242
10/06
SHEET
3 OF 7
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1Q P.I. STA. 200+75.04
NORTHING(Y)=9147.47
EASTING(X)=9690.14
A=28'02'05.40"
R=300.00'
T=75.04'
L=147.07'
P.C. STA. 200+00
NORTHING(Y)=9211.22
EASTING(X)=9729.72
P.T. STA, 201+47.07
NORTHING(Y)=9072.59
EASTING(X)=9685.23
PROPERTY LINE
,y
PROPERTY LINE
20 00
10W
PROPERTY LINE
20 +00
BUILD 8" CONCRETE PAVEMENT
W/INTEGRAL CURB
4.. .
STATION TO STATION
SIDE
SQ. YDS.
200+99 — 204+00
LT. & RT.
1238
PROPERTY LINE
SEEDING, TYPE B
STATION TO STATION
ACS.
200+00 — 206+68
1.5
EARTHWORK -
YOST AVENUE
EXCAVTION
EMBANKMENT
941 C.Y.
25 C.Y.
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203+00 `°��o��'
0
REMOVE AND SALVAGE
TO CITY OF HASTINGS
WARNING SIGN POSTS (5)
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0 10 20
SCALE IN FEET
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204+00
416. 4 a ``)
PROPERTY LINE
NOTE: ALL ELEVATIONS ARE TOP OF SLAB UNLESS NOTED OTHERWISE.
ALL OFFSETS AND DIMENSIONS ARE TO THE BACK OF CURB
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
DATUM ELEVATION=1900.00
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PROPERTY LINE
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DESCRIPTION
1922
::HIGH POINT. EL EV = 19:16:62:
NIGH: POINT : STA . 200+310;91:
Pvi::STA: =::2:00+75
PV[:EL"EV: _::19:1:6:9:5:::::::
AD _770...........
SCALE: 1" = 2' VERTICAL
1" = 20' HORIZONTAL
1922
INITIALS! DATE
1920
1918
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REVISIONS
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project no.: 2006-0242
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date: 10/06
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O\LOLSSON
ASSOCIATES
2727 West 2nd Street, Suite 106 TEL 402.483.0240
Hastings, NE 88901 FAX 402.483.0187 www.oaconsutting.com
BUILD CURB INLET ❑
BUILD 8" CONCRETE PAVEMENT W/INTEGRAL
i� i! f
NO.
STATION
SIDE
RIM EL
FL EL
CURB
' :..
I I I W
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1
205+89
18.5' LT.
1909.41
1905.40
STATION TO STATION
SIDE
SQ. YDS.
I I tui
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2
205+89
18.5' RT.
1909.41
1905.00
204+00 - 205+97
LT. at RT.
810
I I (ICC
I)
II w II
PROPERTY LINE I II 11
TAP EXISTING MANHOLE
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SIDE
AT FLOW UNE
EXISTING F.L.
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20 DRAINAGE I I
II
STATION
p\P\,�SG EASEMENT II
206+07
39' LT.
1904.69
1903.61
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SCALE IN FEET I II
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STATION
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LENGTH
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CURB INLET 2 F.L 1905.00 TO CURB INLET 1 F.L. 1905.40
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REVISIONS
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24" X 30'
1.0%
TAP EXISTING JUNCTION BOX F.L. 1904.69 TO CURB INLET 2 F.L. 1905.00
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I It II
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20' DRAINAGE EASEMENT � I1 I II I
NOTE: ALL ELEVATIONS ARE TOP OF SLAB UNLESS NOTED OTHERWISE.
ALL OFFSETS AND DIMENSIONS ARE TO THE BACK OF CURB
OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. I I 03z 1I I�
DATUM ELEVATION=1900.00 PROPERTY LINE .-.
C
1922
SCALE: 1" = 2' VERTICAL
1" = 20' HORIZONTAL
1922
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PAVING PLAN AND PROFILE
STA. 204+00 TO STA. 205+97
YOST AVENUE PAVING IMPROVEMENTS
O
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1920
1920
HASTINGS, NEBRASKA
1918
1918
1916
:: LOW: POINT :ea
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1916
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ORIGINAL :E . :=1:91:5.05
aESIGN: E RTH:WOR
110'00
FI [::AREA: =:4:54 1920 I
C T: :AREA =4:94
270 00
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ORIGINAL 'E 1910.44
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IGINAL :E
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IGINAL :E
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IGINAL
hilli = o a • �A =0.00
CU.T. ARIA' *=0.:00
ESIGN : E
FILL - AR
R TH:WOR
blIGINAL :E '=191.3.65
CITY OF HASTINGS,
ENGINEERING DEPT. 00
DESIGN : E ° RTH:WOR
sect
YOST AVENUE = East 33rd Street North 560'
Cu :AREA: "2:3:37
PD 2008-5
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 - 1"0 00
I
10.
00::::20 00...30 00 40 00
Description
Cross Section Plan
Design By B.B. Date 4/2009
om.n e,. isa• •--,2.
B.B. S
Conhxtor
Om. No.
6 of 7
70 00 60 00 50 00 40 00 30 00 20 00 TO 00
C
10.00: 20 00 30 00 40 00 50 00 60 00 70 00
70 00 60
0Q:::50
00 40
00.30
00:::20,
00 TO.
00 U 10 00' 20
00.30
00 40
00 . 50
00 • • 70 00
1915 Or 1915J)0
1 -9'1-0 Dr1-4-1-041
co —
50 cs
o 6
c\itr)+ 6 c5" 6 n
ccia
1 905? 00 1 A
0
DE* ON:EARTHWORK
co4N 50:
th OPIGII\IAL EL =19:1:0 21: rc'sN
To;
206
1 -ILL AREA —0..00
4(19 on
CUT AREA =0.:00
191 -5 -Or
J915 (10_
00 00
crO) Met
o co coo
206
111"Cre—
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to
b
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0
ci
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t
53.23,1910.81
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909 00
ORIGINIAL..E —.1910..56
1
905 00
DESIGN: EARTHWORK
ALL AREA- —0.00
CUT AREA —94..07 S
1915 O_C
14915 00
Dirt Quan
titles
941.0 C Excavation
25.0
• Embankment
C)
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CO SA OW
0 C. 0(0
0) 0> 0) CD
0
ig es no
ci
co
7 STA =205+SO
J910. 00
205-
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916.0:C C.Y. Excess Eka
Niation :0
et Constr
uction
OPIGI:NAL: EL: 19.10 81
DESIGN: EARTHWORK
FILL AREA: —0.:00
CUT -AREA SF
191-5-0C
1_915
I- _I.
CO IL
Cia
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......... •
0 ON
In,)
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0
LO
00
Nd
WN
n c--.. .
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nN 6 no
1 66
1 I *
tl
1905 0_0
=201;+00
46.1.4,1911.2P
't -
N:.
909 00
ORIGINAL EL: 1911.01
DESIGN EARTHWORK
Fl AREA..._=A;00
CUT AREA S0.51=S F
1919 Or
0
CO CO 10
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a).
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1-915 00
20
cc
CD
1909 00
SPA :=204+15411
90_5 00
50
ORIGINAL :EL :-19:1:1:.37
DESIGN: EARTH:WORK
FILL AREA- =0..00
CU T: 'AREA =5:9:92 S
70 00 60 00 50 00 40 00 30 00 20 00 10.00
C
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 TO
00
C
10.00 20
00.30.
00 40
00
00 60
00 70 00
Ar\
CITY OF HASTINGS,
ENGINEERING DEPT.
Project
YOST AVENUE = East 33rd Street North 560'
Prof. No.
PD 2008-5
Description
Cross Section Plan
cocigcsy
I3.B.
1200
Dote
49
Contractor
orna
B.B. 44"v)430121 7 of 7