HomeMy WebLinkAboutURB-5505(3)INDEX OF SHEETS
SHEET NO.
1 TITLE PAGE
2-S SUMMARY OF QUANTITIES
2-T1 - 2-T3 TYPICAL CROSS SECTIONS
2 -Al - 2-A2 PHOTO MAPS
2-N GENERAL INFORMATION
2-H1 HORIZONTAL ALIGNMENT & ORIENTATION/R.O.W. PLAN
2-H2 CONTRTOL POINT/BENCH MARK DATA
3 - 11 PLAN & PROFILE SHEETS
12 - 14 INTERSECTION PLANS
15 PAVEMENT MARKING PLAN
16 - 21 CROSS SECTION PLANS
22 - 24 TYPICAL URBAN TRAFFIC CONTROL PLAN
25 TRAFFIC SIGNAL PLAN --DETECTOR DETAIL
26 SPECIAL PLAN 1C CURB RAMPS
27 SPECIAL PLAN 2C EROSION CHECKS (ALL TYPES)
& FABRIC SILT CHECKS
28 SPECIAL PLAN 3C TYPICAL TRAFFIC CONTROL PLAN --TYPICAL
YIELD CONTROL FOR LOW VOLUME ONE LANE,
TWO WAY TRAFFIC (BARRELS ONLY)
STANDARD PLANS
301-R10 (3 SHEETS) PAVEMENT DETAILS
501-R5 (3 SHEETS) EROSION CONTROL
502 SILT FENCE DETAILS
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
FENCE R.O.W. OR WIRE
GUARDRAIL
TRAVELED WAY
DIKE
CULVERT
POWER POLE
TELEPHONE POLE,
MAILBOX
RAILROAD TRACKS
MARSH
TREE - CONIFEROUS
TREE - DECIDUOUS
f
4
a
°o 00
R.O.W. LEGEND
NEW CONTROLLED ACCESS
PREVIOUS CONTROLLED ACCESS
LIMITS OF CONSTRUCTION
PREVIOUS R.O.W.
NEW R.O.W.
EXISTING PERMANENT EASEMENT
TEMPORARY EASEMENT
EXCESS TAKING
PERMANENT EASEMENT
EXISTING RAILROAD EASEMENT
NEW RAILROAD PERMANENT EASEMENT
NEW RAILROAD TEMPORARY EASEMENT
-1
ElEasamm
mairm
ROMMEG
STATE OF NEBRASKA
DEPARTMENT OF ROADS
PLANS FOR CONSTRUCTION
BALTIMORE AVEO 9
12tk STREET9
HASTINGS
ADAMS COUNTY
a
H
12th St
R 10 W
/ I
3 2
cTh
2
5.
Q
10th St
9th St
0
Boyce St
8th St
Bateman
St
7th St
6th St
r
5th St
4th St
3rd St L
;2nd St
a)
0
L
0
0
E
-1
Ln
O
t
N
2
443
AT
N
J
5.
a)
C
1
REFERENCE POST NO. TO REFERENCE POST NO.
EXCEPTIONS: FROM STA. TO STA.
TOTAL NET LENGTH OF PROJECT: 4,261.13 FEET 0.807 MILES
END PROJECT
STA. 42+61.13
HASTINGS
BEGIN PROTECT
STA. 0+00.00
AAA
DANO L
WEESER GmYmimeci,
COORDINATING PROFESSIONAL
455
PROJECT NO.
SHEET NO.
URB -5505(31
I
I. CONTROL NO. 42636
® 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
k GROUPS 9
ARE INCLUDED
IN THE LETTING OF JANUARY 28.
2010
• 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: 2 540 3,835
DHV• --
T= 1 % D= _7.
N F C. MINOR ARTERIAL
1111
!I!IIIJ($
Mos
1•1111111111■111111■111niI
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FULL OVERSIGHT PROJECT
SUMMARY OF QUANTITIES
BITUMINOUS SURFACING ITEMS
GROUP 9
ITEM QUANTITY UNITS
BARRICADE, TYPE II 2,925.000 BDAY
BARRICADE, TYPE III 1,050.000 MAY
TEMPORARY SIGN DAY 980.000 EACH
SIGN DAY 3,512.000 EACH
CONTRACTOR FURNISHED SIGN DAY 540.000 EACH
FLAGGING 80.000 DAY
FURNISHING AND OPERATING PILOT VEHICLE 40.000 DAY
FIELD OFFICE 1.000 EACH
MOBILIZATION 1.000 LS
REMOVE PAVEMENT 2,821.000 SY
SAWING PAVEMENT 1,086.600 LE
REMOVE DRIVEWAY 48.260 SY
REMOVE WALK 672.950 SY
REMOVE COMBINATION CURB AND GUTTER 2,148.500 LF
CONCRETE CURB REPAIR 1,089.800 LF
COMBINATION CONCRETE CLASS 47B-3500 CURB AND GUTTER 1,089.800 LF
CONCRETE CLASS 476-3000 SIDEWALK 5" 718.410 SY
CONCRETE CLASS 47B-3500 DRIVEWAY 48.260 SY
CONCRETE PAVEMENT REPAIR, TYPE A, FULL DEPTH 600.000 SY
8"
8" CONCRETE PAVEMENT, CLASS 478-3500 2,799.690 SY
ADJUST CURB INLET TO GRADE 4.000 EACH
ADJUST MANHOLE TO GRADE 12.000 EACH
CURB INLET SEDIMENT FILTER 4.000 EACH
24" WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED 240.000 LF
HYDRATED LIME FOR ASPHALT MIXTURES 21.000 TON
FOUNDATION COURSE REPLACEMENT 300.000 SY
ASPHALTIC CONCRETE, TYPE SPR 2,100.000 TON
PLACEMENT OF ASPHALTIC CONCRETE FOR DRIVEWAYS 918.000 SY
AND INTERSECTIONS
PERFORMANCE GRADED BINDER (58-34) 105.000 TON
TACK COAT 2,590.000 GAL
RENTAL OF LOADER, FULLY OPERATED 5.000 HOUR
RENTAL OF DUMP TRUCK, FULLY OPERATED 5.000 HOUR
RENTAL OF SKID LOADER, FULLY OPERATED 5.000 HOUR
RENTAL OF CRAWLER MOUNTED HYDRAULIC EXCAVATOR, 5.000 HOUR
FULLY OPERATED
WATER 8.547 MGAL
SUBGRADE PREPARATION 2,849.000 SY
COLD MILLING, CLASS 3 12,937.000 SY
VEHICLE DETECTOR, TYPE TD -5A 1.000 EACH
EROSION CHECKS, TYPE SYNTHETIC 120.000 LF
TEMPORARY SILT FENCE 300.000 LF
ADJUST WATER VALVE BOX AND COVER TO GRADE 15.000 EACH
REMOVE WATER METER PIT 1.000 EACH
ADJUST VALVE BOX To GRADE 3.000 EACH
TYPES OF ASPHALTIC OIL TO BE USED
TACK COAT: 55-1, 55-1H, C55-1, OR 155-1K
PERFORMANCE GRADED BINDER
AASHTO DESIGNATION M320
PROJECT NO.
SHEET NO.
5505(3)
2-5
C.N. 42636
Roadway Design Division
a
as
LONGITUDINAL JOINT
:1/4" DIAMOND SAW CUT
APPROX. 4" WHEEL CUTTER SAW CUT
2" ±1/2' INBOARD FROM DIAMOND
SAW CUT ON TRANSVERSE SIDES OF
SECTION TO BE REMOVED. (MAY NOT
BE REQUIRED AT EXISTING JOINT. IF
ADEQUATE SLOPED FACE EXISTS)
O3 4" WHEEL CUTTER SAW CUT
EXISTING JOINT
NOTE: CONTRACTOR MAY USE FULL DEPTH
DIAMOND SAW CUT IN PLACE OF 4"
WHEEL CUTTER SAW CUT.
(2" *1/2" INBOARD FROM DIAMOND
SAW CUT)
P5Erecr5505No.
!P' 13)
SHEET NO.
C.N. 42636
SEE DETAIL "A"
VARIABLE LENGTH OF REPAIR SECTIO
FIGURE 0
NOTE:
IF PAVEMENT REPAIR SHOULD EXTEND
THROUGH INTEGRAL CURB. THE NEW CURB
SHALL BE CONSTRUCTED TO THE SAME
DIMENSIONS AS THE EXISTING CURB
LONGITUDINAL JOINT
C
LONGITUDINAL JOINT
SAW CUT
NOT REQUIRED
EXISTING JOINT
-\\\N"
CONSTRUCT TRANSVERSE JOINT TO
MATCH JOINT IN ADJOINING LANE
0
PLAIN CONCRETE PAVEMENT REPAIR
PARTIAL PANEL REPLACEMENT
SHALL BE IN MULTIPLES OF
APPROX. 1/2 OF "L"
N/ N
V/A
VARIABLE LENGTH OF REPAIR SECTION
FIGURE A
LEGEND
WIDTH OF PANEL
LENGTH OF PANEL
THICKNESS OF CONCRETE
EXISTING TRANSVERSE JOINT
CONCRETE REMOVAL. (PARTIAL LANE WIDTH)
CONCRETE REMOVAL. (FULL LANE WIDTH)
SEE DETAIL HAS
- SAW JOINT WHEN BOTH SIDES OF JOINT
LOCATION ARE PLACED AT THE SAME TIME
REPAIR SECTION
DETAIL OF TRANSVERSE JOINTS
ASPHALTIC CONCRETE
(MILL AND REPLACE)
///��� NO. 5 x 18" TIE BARS AT 48" CENTERS
/ SD BE DRILLED AND GROUTED INTO EXISTING
/SLAB. (MINIMUM OF 2 -TIE BARS/REPAIR)
EXISTING SLAB -
VARIES
(REMOVE AND REPLACE)
NOTE:
ALL TIE BARS WILL BE EPDXY COATED
DETAIL OF CONCRETE CURB AND GUTTER REPAIR
RO
05
2-T2
C.N. 42636
LEGEND
"W" WIDTH OF PANEL
"L" LENGTH OF PANEL
"T" THICKNESS OF CONCRETE
4'
10'
Baltimore Avenue - 2nd Street to 12th Street
Typical Cross Sections
URB -5505(3)
CN 42636
31'
10'
PROJECT NO.
SHEET NO.
5505(3)
2-T3
4'
Varies
2% 6%
Existing Sidewalk C
Existing Terrace
Shoulder Construction
4'
2%
3'
2% 8" P.C.C. Concrete Pavement
2%
r x`-� � -Lu III =111 ti tt u ll t I I I I: III=
I
nit= I11 -1=_111=11E111=111=.111-
=_1 =III I I I�-�1I III III I I1 -=-III III I I —III IL L -I11= I I I I I t=1I I III -I IIii-I I I III III III
Jlhll llci LI I11 _EIIIE,=111111N'tiili 11 ulllllL l�L IItIIINi iui Ll� utlllt u� �I� �Iltll�� li mlll11"5�=ul111111 '1irum
L,Ti-�I-inl�1 ,.-E--,
6" P.C.C. Integral Curb -
10'
Varies
6%
Existing Sidewalk Existing Terrace
Existing 30" Combination -
Curb & Gutter
Proposed 31' Concrete Typical Section
Sta. 2+72 to Sta. 2+96
Sta. 6+27 to Sta. 7+08
Sta. 9+54 to Sta. 10+41
Sta. 12+88 to Sta. 13+75
Sta. 28+99 to Sta. 30+05
31'
15.0'
15.0'
3" Asphalt Type SPR
—1 1/2" Bottom Lift Asphalt Typical
2%
1/2" Top Lift Asphalt Typical
2%
Existing 6" P.C.C. 5/ Parabolic Crown
Existing 3"+— Asphalt / Remove 3" Cold Milling Class 3
Nett -
Existing & Proposed 31' Asphalt Typical Section
Sta. 0+71.90 to Sta. 2+72
Sta. 2+96 to Sta. 6+27
Sta. 7+08 to Sta. 9+54
Sta. 10+41 to Sta. 12+88
Sta. 13+75 to Sta. 15+50.21
Sta. 16+90.22 to Sta. 28+99
Sta. 30+05 to Sta. 42+03
Varies
6%
Existing Terrace
2%
-E-1- TIT] Existing Sidewalk
Shoulder Construction
6" P.C.C. Integral Curb
Subgrade Preparation
Existing Terrace Existing Sidewalk
Existing 30" Combination
Curb & Gutter
FOR ADDITIONAL DETAILS
SEE STD. PLAN 301-R10
N .1203
jj CITY OF HASTINGS,
/T
Y \ ENGINEERING DEPT. 00
BALTIMORE AVENUE - 2et Street to 12th Street
'° sine I.A°'R°
NORTH
Scale: 1"4U
110' 1!11'
M1
CV
rfl
CO
�-
a,
O)
ed
0
PROJECT NO. SHEET NO.
5505(3) 2 -Al
C r1.4206
0
Baltimore Ave.
ore Ave.
co
w
rn
nt Sta. 13-75
Baltimore Ave.
Baltimore Ave.
3s+00
Cool
A\/ CITY OF HASTINGS,
/ y \ ENGINEERING DEPT. 00
BALTIMORE AVENUE- 2nd Street to 121h Street
URB 5505(3) EN 42635
L;
0
CO rd
N N
tl Q) p
Cn
U +-
a0 •.1 -
PROJEG r NO
C N 12(25
SHEET NO
2 -AS_
aftim0re Av
00
(/AI/O >
U 1-a
CI EY OF HASTINGS, e -)r
ENGINEERING DEPT
BALTIMORE AVENUE - 2nd Street In 12th Steal
URE -550513) ON 42636
4enal Plan
BALTIMORE; AVE. - 2nd Street to 12th Street
URB -5505(3)
CN 42636
GENERAL NOTES
MATERIALS- GENERAL REQUIREMENTS
r. Type of Asphaltic Oil for Tack coat
Tack coat required under this project shall be 55-11-1.
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.
2. 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 will take extra care to protect all survey markers,
located in street, during construction.
NOTES:
Base Lift will consist of 1 1/2' Type SPR
Top Lift will consist of 1112" Type SPR
Sub -base may require various patching to be determined by Engineer
after milling operation and street has been cleaned.
Millings are to become the propedy of the Contractor.
Ends and returns 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.
Laying, compacting and finishing shall be in accordance with sections
503 and 1028 of the 2007 Standard State Specifications
Flagging and barricades necessary for construction will be paid
for directly, as a unit bid pdce as outlined in the contract proposal.
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. II 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. Excavation, backfilling, and sawing control joints, keyway, tie bars,
dowel pins, and rubberized joint sealant shalt be considered subsidiary
to the unit pdce per square yard of pavement.
6. City of Hastings will disable existing vehicle detector at pull box prior
to Cold Milling Operation. Contractor shall notify City pdor to start of Cold Milling.
7. Vehicle Detector shall be TD -5A, 6' x 6' loop, 4 Turns.
8. Vehicle Detector shall be sawed into existing concrete base and reconnected
in pull box prior to Base Lift Installation.
9. The Unit Bid Price for Vehicle Detector shall include all materials and labor
necessary to complete installation,
PROJECT Na.
SHEET NO.
5505(9)
2-N
CH louse
ACITY OF HASTINGS,
ENGINEERING DEPT. 00
BALTIMORE AVE. - and street to 12111 Street
UH65nxuse CN 42fi30
PHALT SPEC. & GE NEPAL NDTE C DETAIL SHE
Cr, 6/2000
A-4/
Point 2
BALTIMORE AVE. CENTERLINE
Point 1. N = 90702.53 E = 92639.03 0+00
Course from Point 1 to Point 2 N 0015'36" W Dist. = 71.90'
Point 2 N = 90774.43 E = 92638.70 0+71.90
Course from Point 2 to Point 3 N 0°15145" E Dist. = 1478.30'
Point 3 N = 92252.72 E = 92645.48 15+50.21
Course from Point 3 to Point 4 N 0°0744" W Dist. = 67.44'
Point 4 N = 92320.16 E = 92645.32 16+17.65
Course from Point 4 to Point 5 N 0°1754" W Dist. = 72.58'
Point 5 N = 92392.73 E = 92644.95 16+90.22
w
Et
CD
CD
08 Gm
5+00
NORTH
Some: 1'060'
o' o ao' tza mo'
PROJECT NO.
SHEET NO.
551513t
2-H1
PAT 2000
BALTIMORE AVE. CENTERLINE (Continued)
Course from Point 5 to Point 6 N 0°11147" W Dist. = 2512.78'
Point 6 N = 94905.49 E = 92636.33 42+03
Course from Point 6 to Point 7 N 005051" W Dist. = 58.13'
Point 7 N = 94963.62 E = 92635.47 42+61.13
m
0
CD
0
15+00
v
C_D
0
0
ght-of-Way Line
Point 5
��- Baltimore Ave.,
yaw IS ueweW
\Right -of -Way Line
Point 1
i 66166' I
Point 3 -� Paint 4
ye
Baltimore Aye,
25+00 R,06,x,
30+00
R o
Right -of -Way Line
35+00
uta
Baltimore Ave ,
;F ar
\Right -of -Way Line
]e R.O.W
ACITY OF HASTINGS,
ENGINEERING DEPT. 0 0
BALTIMORE AVENUE 2nd &rent to 1211, Street
URB -56o51)) ON M12638
o.:nru' Horizontal Alignment and Orientation / B.O.W. Plan
Baltimore Ave.
Utility Pole
2nd Street
Control Point / Bench Mark Data
U RB -5505(3)
CN 42636
Point
No.
'dent./Station
Offset
to Sta.
Northing
Easting
Elevation
3
CP3 / 16+17.65
CL
92320.16
92645.32
1931.96
100
CP100 / 0+56.60
CL
90759.13
92638.61
1934.62
101
CP101 / 19+20.5
33.38' LT1 92622.92
92610.77
1934.87
102
CP102 / 29+04
34.40' LT
93606.41
92606.38
1920.96
103
CP103 / 35+59.80
30.95' LT
94262.23
92607.59
1920.22
104
CP104 / 42+11.80
CL
94914.31
92636.00
1917.90
Parking Lot Light
Pole
Steel Light Pole
Point 100
PK Nail in centerline joint of Baltimore Ave.
North of 2nd Street
NE 32.02' Nail in Utility Pole
E 29.31' Nail in Parking Lot Light Pole
SE 40.71' Vertical face of NW corner of Steel light pole
Water Stop Box
ui
>
Property Pin
1/2" Behar
11th Street
Power Pole
Power Pole
di
U)
0
Property Pin
Bateman Street
co
Point 3
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
Point 03
Property Pin 1/2" Rebar, NE Cor. Lot 3 Blk. 1 McKnights Add.
SE 84.97' Nail in Power Pole
NE 64.35' Nail in Power Pole
N 15.60' Center Nut of Water Stop Box in Concrete Driveway
Steel Traffic Signal Pole
Property Pin
1/2" Rebar
ii
Q
Property Pin
12th Street
Power Pole
Power Pole
PROJECT NO.
SHEET NO.
5505131
2-H2
CN. 42t25
No.Point
'dent./Station
pffset
Sta.
Elevation
Description
FH /
1937.54
SW Cor. 2nd / Baltimore S. Bolt
FH / 6+41
43.30' RT
1935.30
SE Cor. 4th / Baltimore W. Bolt
I FR / 9+76.8
35.95' RT
1933.79
SE Cor. 5th / Baltimore W. Bolt
FH / 13+16.80
35.80' RT
1934.53
SE Cor. 6th / Baltimore W. Bolt
3 I CP3 / 16+17.65
CL
1931.96
Alum. Cap @ CL/CL 7th/Balt.
FH / 19+51.40
24.20' RT
1937.62
E. Side Bateman / Balt W. Bolt
FH / 22+58,50
35.30' LT 1934.24
SW Cor. 8th / Baltimore W. Bolt
FH / 25+82.70
21.72' RT 1926.93
SE Cor, Boyce / Balt. W. Bolt
FH / 29+92.50
32.10' RTI 1923.36
NE Cor, 9th / Baltimore W. Bolt
FH / 36+80.90
34.41' RT 1921.87
SE Cor. 11th / Baltimore W. Bolt
FH /
1919.68
NE Cor. 12th / Baltimore W. Bolt
Street
Light
Pole
9th Street
Power Pole Property Pin
Point 101
Property Pin 5/8" Rebar SW Corner
Bateman St. and Baltimore Ave.
SE 74.60' Nail in Power Pole
NE 69.49' Nail in Street Light Pole
NW 59.99' Property Pin NW Corner Bateman St. and Baltimore Ave.
Point 104
PK Nail in centerline joint of Baltimore Ave.
South of 12th Street
SSE 75.52' Nail in Power Pole
SE 20,64' Nail in Power Pole
NW 30.79' Vertical face of SE corner of Steel Signal Pole
Point 102
Property Pin 2" square steel pin
SW Corner of 9th Street and Baltimore Ave.
E 54.92' PK Nail in Power Pole
WNW 15.49' PK Nail in Power Pole
NNW 57.10' PK Nail in Power Pole
/ CITY OF HASTINGS,
\ ENGINEERING DEPT. 00
„he
BALTIMORE AVE. - End Street to 1211, Street
uaoswelxl ON azexe
°vt°°""
0 mml Point/ Bench Man Data
afl ca" 912009 t ren
B.B.
of 27
COLD MILLING CLASS 3
1 Station to Stat On41 f Side 6g Y rd6
( 0] 9 1 2+12 v. L 6610
2+98 to 6+27 I L& R i 1103.44
27-80 to 3+31 1 Or 14553
2+96
to 3+74 H PT 259.03
O+r-
1+155
5 to 0+91 L 2.23
45 t -.or
t 1 y s T' o 10-n
5.34
4t[.> to 481
REMOVE 30" COMBINATION CURB & GUTTER
__
St t t fit II -- Side Lin. Ft.
0+71 t1' 11.0
2+60 to 2+80 LT 2e 0
4+8971 8+29
� m m e«LT 30.0
6v LT 24.0
SAW CUT
Station to Station I Side
2+00 to 3+15
0+'75
3«46
Lr r 350
360
`20
REMOVE PAVEMENT
Station to Station
0+213 to 0+45
0+2% to 0+35
2472 to 2495
4+5 to 4150
0-«399 to 0+05.9
0+55.9 to 0+719
Side
LT
sT
Sq. Yds.
2]a
6.]2
IT & PT 964
LT
...
Ir 2]56
b
REMOVE SIDEWALK
Station to Station
Side
LT
S. Yards
1fi 49
0+2e to 0+45
0129 to 0+51
RT
2].55
2149 to 2+50
LT
14.62
3+fi3 to 3+6]
LT
i.]9
1023
Rigel m -Way Liner Limns of Conant.
BUILD 30" COMBINATION CURB & GU_TTER
StationStt
0++1.6. to
Side
T
LnFt
130
5+05 ioe 72
LP
E 120
s0 ....
24.0
4+45 to 4+50LT
LT & Sr
459 to 4+99 __..
+
+
6-b03 to 6+27
Lr
290
___-_._._
L7
c
--7 _
1+15.5 to
44 45 to 4+61
RT
-
LT
1.011
099tl
I
BUILD 8" P.C.0 PAVEMENT 478
-Olsson l StationStle
0-.28 to 0+45 .__._ LTRT
4745 to 4+50 LT
T 9 t 0 T
0
+19 Il
BUILD 5" P.C.C. SIDEWALK 47B
RtatEorE In Station Side Sq. Yarns
20 lo 0E45 tT 16.49
0+29 En 0151 PT 2%.95
PROJECT NO.
5505(3)
SHEET NO
ASPHALT TYPE SPR
Station to Station
Side
Tenn
719 to Z+/2
LI & in
11406
0 3+31
LT & Sr
150.67
25.40
_....2+06 lu 3+J4
_- +64 to o-
0 0-9,
-- Iii
44.3
___-_._._
L7
c
--7 _
1+15.5 to
44 45 to 4+61
RT
-
LT
1.011
099tl
0.PL 32630
Placement of Asphaltic Concrete for Driveways
Station Sd - Sq Yards
0+04 to 0+02 L E TL11322---------
0+15.0t I0.3s R 33a
9+45 to 4+61 _T 10.5
Hi Stf-W ay Line i Limits of ConoWct n
-C
cob
CO
it
0
OP - 0+00.00
90702.53
'UG 92639.03
0
•
PI Stu = 0+71.90
Placement of Asphaltic Concrete for Intersections
Station Station Sia eq.
2+80 to3.33/
IT
6 146343
2.-/90 3-4/4 RP 7.59.43
92638.70
= 00'31'21"3 / �F
09043
5
-- Remove 8 Build et x 0'
Vehicle Detector, 4 turns'.
'd
Saw in Concrete Bane.
Baltimore Ave. 4 2+00
1+00
See 5he0119 for Bella Ogenlltios -
forConcretelmemecfion & blaervdik
ADJUST MANHOLE TO GRADE
Station
Side
Each
295
48' IT
I
3134
i 40' IR
I
ADJUST WATER VALVE TO GRADE
Station spin Each
3+19 59' Rr
- light or -Way Line / Limits o1 Construction
Pavement Repair, Type A, full depth, 8 P.C.C.
Station lo Station ) tl Sq. Yds
+72 LT & RT 50.0
96 to 9.427 t & REF
L $0.0
Right -of -Way Line / Limits of Construction
Build 24" S 24" Detectable Warning Panel (tor information only)
Station Side End:
0+2eLt
0+29 I RT
SCALES'.
ADJUST GAS VALVE TO GRADE
6t tion sore l Each
0 1s '---'4' Pr
0830 L 27' m '
0+31 Y/RT I 1
Build Vehicle Detector Type TD -5A, Sawed In
Slatron 1 5ae I s e Lu_O
+043 so 1 L, 0 x 6 4
L_
BUILD CURB RAMP (for Information only)
Station Side Type
_ - 9+29
04.29
V4
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
CITY OF HASTINGS, f
n\
ENGINEERING DEPT. 0 0
BALTIMORE Ave. and Street to 12th Street
URB- 505131 ON 42
Panatn .till
NM) 9 or 27
0 Ob%
325
18191
98. 28% %015/ 009% 03a03,
9354 0 07%
s'w
40
38
36
34
32
e / Limits of Conetmcro
ore Ave.
00
SAW CUT
Station 10 Stetter,
56++2572 In 6+63
Itle Lia Ft.
LI 3,
Sr
31.0
31.0
6+55 to 5+50
3-08
5.53
5+55 to 10+16
Lr 25.0
LI So ST 310
LI & 51 310
LI 31.0
9+e5 to 10H6
10+91
Sr
LT & Pr
ass Skeet 2 for Build Quantities
for Concrete Intersection &Sidewalk
II/
COLD MILLING CLASS 3
Ir
Steib,m Shton Slam g Yards
I nae nivn iT n. rr I
REMOVE 30" COMBINATION CURB & GUTTER
U Et
Stilton to Station
Side
277 to 6452
-
561
0+80
016+05
df
57.0
6+83 to 7+05
to
_
55.0
6+83 to
55.0
5+40
6+34 to 5+a0
..
+r
_
60
9 5 15+
_
I-
12.0
9- f5 t 911615 1
Sr
12.1
54..7to 9+243
LT
2}
9+54 to 0+55
LT
54.0
5+54 to 9+05
RT
60
10315 to 10+41
LT
07
10+15 to 10+41
So
56.0
9+15 to +59
Pr
35,0
10.1.,6 _1 11
31a
alpbto-Way Line 1 Lends of Construction
REMOVE SIDEWALK
So Yards
Station le Slelan
SUo_
51370 La
_ Le _
PT
21.5it 7
21 57
__
0+36 10 6a52
1+5
6+53 5, ]113
Lr
Rf
20.06
2066
6+53 to+.
53
a+6] t. +71
Lr
356
5
5+60 +50
5.-
LT
16.61
+641 Ic s
Lrr
16 25
10+15 . 10+10
LT
1918
101.5 .0 10445
4f
1580
F- fa SCR.0.
PROJECT NO.
SHEET NO.
55 5(3)
0N. 42035
REMOVE PAVEMENT
Station S1 tion sine en Yds..
1—s a> to 7+06 u & R 5209n
9+54 to 10+41 Li ea RT 565.92
Pavement Repair, Type A, full depth, 8" P.C.C.
74'00 to 9+50- -__so_o
Ri9hbobW'
sailors Pole to be relocated by
tl6lteam prior to beginning alpmJe¢
See Sheet 13101 Build Quantities
for Concrete Intersection Sidewalk^
3005
`- Right -al -Way Lhw / L!m ls of Construction
SCALES:
Vs 2Q HQ
i"=2'VER
6966'
co
n
N
3 0)
C
Q1
U)
1 cci
;a
-c
I a
i Q
E
07
a)
N
cc
ASPHALT TYPE SPR
Stt n to Siatise I Sldo_
+a8 to 5+54 I Cc A: ST
5+36 to 6+55
Placement of Asphaltic Concrete for Driveway
N
Tons station sea Sn Vard6
140 22 1 8E36 to 0155 LT 4.222
0.351 I '..
BUILD SO" COMBINATION CURB & GUTTER
—s'
Station to Skelton sloe Ln Fl.
8+64 to 6+16 1 120
5+06 to 9,18 J Cr - H 12.1
991 Ea.425.3 lT 7.
BUILD 5P.C.C. SIDEWALK 478
--
Stalker, to St 1 n ea 6q YPrd6
5+57 15 5+71 50__
ght-ui'Rey Line L Lt cIfolsll ,Tr, 07
0)
C)
rA
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
TT. CITY OF HASTINGS,
\ ENGINEERING DEPT. o.0
)RE Ave_ a 2nd Street In 12th Street
UR13-5S06t3J CS 42535
Plan aMpmlle
2005
CO
t6 0
e]
940
I
_ L
8�
:13
_ JC%
-----e------
L 529, Y h% Q _2.098 1 907 2 T
30
28
26
24
11 1
via
�w s
1928
1926
1924
40
38
36
34
32
30
28
26
24
COLD MILLING CLASS
3
5118
Sq. Yards
581033
5508 el ll --r
184.n..to '2+85+
13975 to :550.21
LT k RT
10.0
12+88 to 13419
L154.0
1
1 SS l 1319
RT
65.0
13801 1375
T
6B.0
I 13+80 In 13-5/559.0
i 15.45
1
6 t I4+74.3
LT
ur
+3
5
REMOVE 30" COMBINATION CURB & GUTTER
u2+ FI.
6mi' slatlnn
I -- Side
81+84 jo 11+74
lU
10.0
12+88 to 13419
L154.0
2+e] to 13+89
1 SS l 1319
RT
65.0
13801 1375
T
6B.0
I 13+80 In 13-5/559.0
i 15.45
6 t I4+74.3
LT
ur
+3
5
— Right -of -Way Line /1.551119 o1 Ca
REMOVE
SIDEWALK
Side
Station im matron
S d
} Sq V ds
..__
12+25 to 3+1e34
2+e] to 13+89
88
25.61
'5+50 to 13+78
LT
i +9.9
3
'3+50 t +19-79
58
i 15.45
—8508 8010
REMOVE PAVEMENT
Sh8on to mama
Side
Sq Yds._
12—B8 to 13+70
LT & PT
561.333
ASPHALT TYPE SPR
Stationto Station r Side --"'
te FT
u+75 ro 15+90 se - 575
T
BUILD 30 COMBINATION CURB & GUTTER
state1 Station sidL tFL
11+64 to 11+74 875 100
14+55 to 12++74.3 LT r 8.3
Telephone P01880 be 2Yocaed by
Windstream prior 10 beginning Of 5158858.
- Right-a4Way Line / limns of Corso Wdlon
- Remove Meier Pit and adjust wafer valve to grade
t 5+50.21
.N -- 92252.72
E --. 92645.48
= 00'23'28"_
Baltimore Ave.
Baltimore Ave
v7.
11+00
12+00
14+00
15+00
PROJECT NO.
5505(3)
SHEET N0.
CN 42638
= 16+1ib
N 92320.10
E = 9264552 M1
99
16400
II
r
A ES:
NOF
'VER
r Pavement Repair, Type A, full depth, 8" P.C.C.
r
smtl08805058io8 Side
-.41 to 82+88 IT & m 5o,e
13+75 50 5+50.21 Er & [T 55.0
PIg81t-ol-Way Line I Limits 5f 00851881155
See 09858 13 for [5181 Quantities
for Concrete Intersection 8 Sidewalk
C
O)
E
0)
60
d
co
L • w
• oo
m N
a
a
O �
SAW CUT -._.
518159 to Station
Side
Lin. 80
12408
L 5 Rr31
+,9 to 53.130
L5
53+19 to 13+50
13175
REMOVE METER PIT
5tabor
13+59
Side 1 Each I
LT
to
I j
0) CO
03
0
05.6JRO8..
ri
— Right -of Way Line 7 Grails Of C[95599005
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
J
o)
m
qn,"\ CITY OF HASTINGS, --f
ENGINEERING DEPT-
BALTIMORE Ave.- 288 "Ireet to 12188 Street
UFO -5505M CN 42836
Plan x99901119
0 517
3 4
0
F-
0329 I-0220 035%
- ire;
7 6,6>
s6'%.M181587 'R79-87
1940
938
936
934
932
930
928
1926
1924
COLD MILLING CLASS 3
Side =Yards
16490 22 to 21 00 LT & PL 1365.933
19+3] to 19+04 LT 90.3
Station to Station
E
=Way Line I Omits of Construction a
PI Sic = 15+50.2t N
N = 9225172 L
E = 91645 48 aIC)
= 00 21! za"L y ±
a
O (6
(0 w
+00
16+00
- Right -of -Way Line / Limits of Construction
ASPHALT TYPE SPA
--
Rases 1 Slal Stle T -T
9022 to 21+00 -W-_ I.r 0 PT 232.50
!9+33 to 19+64 LT 14441
40
38
36
34
32
30
28
26
24
SCALES',
PI Ste of 16+17165
N = 92320.16 1
E = 9264132
I -= 00'10'101
REMOVE 30COMBINATION CURB & GUTTER
51 nonto stxtan — side L F
17=0 to 17190
19%06 to 19+33
19%64 to 13102
Lr 44.0
LI
35.0
C
a)
E
a)
(n
0
ca ▪ Pt Sic = 16+90.22
L N N = 92392.73
d N E = 92644.95
to 6 = 00.06.06"R
02 +
E
• Fe• s
ct
(i)
REMOVE PAVEMENT
Roos to Station
-Station to Station
Sao
7 6e I 1 99 --
54. Y0..
]+]0 to 17+99
IT
� ff
41.6
:T
30.0
1—
19 104
101-]6
II
LI
T
a
SAW CUT
Station la Station � Sa -_L Ft _
0 33 to 19+6% LT 3 0
20+61 to 2047. 2
- Hight -of -Way Lino 1 IJmOn of Construct*
J 2-s 2 ---
____
REMOVE SIDEWALK
nionl station Side Sq Yards
191-06 to t.94.33 LT
9+64 l0 19+96 LT1
T 3300
-ll ____........
Pavement Repaiq Type A, full depth, 8" P.C.C.
Station to Station0Side sq.yas.
16+to 2w090 zs9 II e RE .,o 0
C142101
Pa.
Baltimore Ave
Rio
Baltim
17+00
Placement of Asphaltic Concrete for Intersections
st tion t sl ua�...
19 in tc 18+94
Sq. vas,_
90 3
It f -W yLie/Limits ofc clan
BUILD 30 COMBINATION CURE At GUTTER
Roos to Station
Side
Lin Pt.
300
7 6e I 1 99 --
LT
_
*meta 1 1t
_
If
44 0
9+64 to 10 02
:T
30.0
2
2
2
19 104
101-]6
II
LI
T
BUILD 5P.C.C.SIDEWALK 47B
Station 10 Station— SJ Sn Yards
1 3 t6 I9` -y r 959
19+00 to 19.333%
19+64 ie 19460 1 34.09
133
Build 24"x 24" Detectable Warning Panel (for info. only)
Station
Mde
i
Each
19-18
it
_
i
2
2
2
19 104
101-]6
II
LI
T
BUILD CURB RAMP (for information only)
Statt03 sate Type
619-V _ rT
10.33 r
19-6% LT
/6 1.2
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
CITY OF HASTINGS, -1
ENGINEERING DEPT 3-5
BALTIMORE Ave.= 21E151,661 to 12th Street
URW3605I2I CN 42836
Pian old P10111e
9%
0.97%
I
1 05% -
449% f:
0.423..
T 457-
37%
s%
37% 1 0 42%
0.48 e
-
o
928
1926
1924
COLD MILLING CLASS 3
sittion to stannn — VLit— Si
21::028+50 2+50 LT N or
22+55 to 23..24 _—_... LT
I 22+53 to 23+24 Sr
L 24+94 to 25+12
REMOVE 30" COMBINATION CURB & GUTTER REMOVE PAVEMENT
station to sla ton
Side
Lin FL Station to Station T Side
22+40 to 22+60
LT
22860 to 22+7.3
27+01 to 22+73
13
m
52.0 2M1+30 to 24+551 LT
11.0
31,0
23404 to 234'4
2704 to 23+07
RI -
20+12 to 23424
0r
to 23+55.2
Lr
tz 0
24.2 _
45.0
Sq. Yds.
32.6
_ REMOVE DRIVEWAY
BUILD CURB RAMP (for information only)
side
51 tionSide
22+50 -
20+12 [0 24+20
Li
_ Type
-+F
LT
14.847
2
22+73
LT
LT
1
Rt
22+51
23+16
RT
n
22+73
ITT11
23+04
IT
I
F--
23+12
LT
Y
23+04
or
23+48
J or
REMOVE 30" COMBINATION CURB & GUTTER REMOVE PAVEMENT
station to sla ton
Side
Lin FL Station to Station T Side
22+40 to 22+60
LT
22860 to 22+7.3
27+01 to 22+73
13
m
52.0 2M1+30 to 24+551 LT
11.0
31,0
23404 to 234'4
2704 to 23+07
RI -
20+12 to 23424
0r
to 23+55.2
Lr
tz 0
24.2 _
45.0
Sq. Yds.
32.6
_ REMOVE DRIVEWAY
cstation to Station
side
Sq. Yds.
20+12 [0 24+20
Li
40a
22.173
72104
73 wa
14.847
Right -of -IN ay Llna I Limits of COnsfruclion
REMOVE SIDEWALK
Station to Station------ s as Sq Yards
2 t, co, -- 26 11
22141 la 22.43
78+04 to 73.15 Li
^
l 2343
+21 to 24+3-
24+D1 to 24+01 1 ,J
1e15.8e5
SAW CUT
Station to 51011//1 sd_.
2.-21 4m
73 to 23+04 LT
27473 to 83+54
274 OH 5+31
Lin_ F1.
10.4
71.0
31.0
154
24480 to 25+
Build 24" x 24" Delectable Warning Panel (for nfo, only)
Station
Side
Each
22+50
LT
LI
Or
2
2
22.173
72104
73 wa
14.847
2
23+12
LT
2
23+04
Rt
2
23+16
I1
+00
21+00
Baltimore Ave.
22+00
It 23+00
24+00
Baltimore Ave.
ADJUST MANHOLE TO GRADE
Station &ne Ththach
ADJUST WATER VALVE TO GRADE
- . _..
Station
22159
22+65
271 RT
594 Sr
27.3' Or
Eight -el -Way Line /Limits of Gonstn 0873
7
ft
25+00
PROJECT NO
5505(3)
1 tit. 42936
CO
O.
(CD
SHEET N0.
26+00
ASPHALT TYPE SPR
—I2tatim, to 51011+5Side
Side
Tom
2 00 t 25 v0 -
—.1I S Sr
2525
22+57 to 23+24
13
14.847
22+53 to 23+24
RT
11120
04+04 to 25+12
LT
0.52
i
5051.56:
Placement of Asphaltic Concrete for Driveways
i..��. _._.
Mottos side Sq Yards
9M1 to 25+12 I 6 0
Placement o Asphaltic Concrete for Intersections
6101073 to std on
Side
sq. Yds.
22+53 to 2312
Lr
05.5
I, 106 _
22+53 to 23+24
m
i
I
• Highf-Way Line I Limits of Conslrvdun
(I)
tD
CD
BUILD 30" COMBINATION CURB & GUTTER I BUILD 5" P.C.C. SIDEWALK 47B
sll t-stlgn —Se R s11 1 s11 i "sd _j sgYOStls
22440 to 22_60T 20 2 712 2145
2z fi.02ttrn 50— 2 123 Hi 3303
22+51 to 2343 4 35 02 O4 v+11 . Ll 10.10.
23E04 to 23+16 4 14.5 25 tr 23+71 m
23+04 to 23+07 RT 12.0 2 + 3 24+30
23+54 to 23V5M1 RT 12.0 224414278
120 24-59
4 4+ 2+LI 232
2 2 m .2_4-4 —
BUILD 6" P.C.C. DRIVEWAY 478 BUILD 6" P.C.C. PAVEMENT 47B
station Io Station side_ sq Yds 5151515Side q Yds
m
2a t2 2a+a6 O8 24 3 4 731 T51
LT � .73.5
Pavement Repair, Type A, full depth, e" P.C.C.
S1 lion to Station Side Sq. Yds.
o to v o9 LT &nr 590
23+00 to 70+40 LT s F I 500
3.54
RlghbT.91M Line Win al Comalr4nllol
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
CITY OF HASTINGS, Nye
ENGINEERING DEPT. sl
BALTIMORE Me sad Street to 1201 Street
ERE -5505M EN 42205
Not atlPto In
as. .10004
36
34
32
30
28
26
24
22
20
0 02""/,
rt
shy
Sox
SDg
-118%i
1936
1934
1932
930
'1928
1926
1924
1922
1920
91ght-of-Way Line 7 Limits of Conslmction
See Shoot la for Build Oeanlldea
for Concrete Intersection &Sidewalk75.,
rn
co
co
COLD MILLING CLASS 3
Sid
LT&RT
Station to Station
28+60 to 281-99
Sr, lards
116) 43
REMOVE SIDEWALK
�st'smtion Side sq Yard6
25+51 to 25+83 LT 2848
26+22 to 26742 CI 17.62
28+98 to 29+21 LT 19.11
1
29+03 to 29+44 RT
29+57 to 39+02 LT
29+82 to 30+07 FA
REMOVE 30" COMBINATION CURB & GUTTER
Station to Station Side j Lin. Fl
25+68 \0 25+08 Ll 36
5+07 to 251-99 RT
26122 to 26142 Li 340
5 to 27+65 LT 39 0
27+96 to 21-t3.2 _ __ IT 17.7
28+93 to 2214-21 LT j57 j j 30.2
760
29+27 to 30+05 LT
2899 to 29+51
29+82 to 30105 152 58.0
REMOVE PAVEMENT
Slatiee510 Sleben 5 Sltle_ I sq Yds.
2510 to 26+42 Le 95.7
i 930
LT k RT 794 133
07+87 no 27-.7.9
I__97999 9L79"0
CO
cn
—68' 8.0 W..
38
SAW CUT
r slat on 4-ostauan
Side Lin. F
r22+99 to 284-17
1 25+39 to 28-03.5
26+-75 Is 27-05
215+79 to 20795
58 to 26_42
L 2E1+99
29 21 to 29-52
29+51 to 29+62
I 30,85
RT
RT
PROJECT NO.
SHEET NO,
5505(0)
S
C.N. 42825
REMOVE DRIVEWAY
Srreionto Station � Std
Sq. Yen,
46 .o 27+63 Li 7.23
PT
LT & R1
7
e
See Sheet 4 for Build Quantifiers.
for Concrete wer58aimn 6 Sidewai
Pavement Repair, Type A, lull depth, e" P.C.C.
sI II 1 9l Ian Side � Sq.Yds.
_ __ .__. T
267.30 a 29199 y.� LT k FT SO o '
400
26+00
27+00
Baltimore Ave.
28+00
31+00
L
SCALES.
1^=20'1406
Rightl-Way We I Limits of Construction
ASPHALT TYPE SPR
--. oation to oatStation —
Side
o Tons ...
25+50 In 20+99
'LT & ii
196.93
29+212t
46 Lf
29+57
4fi LT
10
CURB INLET SEDIMENT FILTER
Station
I Side
I 15.5' LT
Each
1.0
28-05
29+
105' AL
29+212t
46 Lf
29+57
4fi LT
10
BUILD 30" COMBINATION CURB & GUTTER
sl lion to Slation SlatSide Lo. Ft.
b25.52 to 25+99 R _ 1/..0
I 7 '6 to 27+85 LT 39.0
r5-52-7+96
e to 25132 -...-J1 LT17.7
Right -of -Way Line I LlmILn of Construction
EROSION CHECK TYPE SYNTHETIC
Station Side
29 i 03
29+21
29 +57
46• LT
4Li
BUILDS" P.C.0 PAVEMENT 47B
Statian to Station
Side
27463 to 27+79
330
BUII..D 6" P.C.C. DRIVEWAY 47B
Staten to Station 5 Side
27+48 m 27+63 Lr
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
ADJUST MANHOLE FO GRADE
statFon 1 sde _ eh
26+03 Lir
O445
CO U)
9•.4-0
rmle
CITY OF HASTINGS,
1 ENGINEERING DEPT.
BALTIMORE Ave. -' 20, Street to 1255 Street
CHB -050019) CN 42486
30
28
26
24
22
20
18
16
14
M Bao
.18%
069 -_-
CBAR 021% 01.9 0317 -0.06 0209 0ISA., 0209 o
020%
922
920
918
1916
1914
a.
:Ij
999,
COLD M
0000000o smuon
30:05 to 351'00
30+66 to 30+60
32+42 to 32+74 -o
33+10 to 33+27
34+11 to 34+25
34+60 to 34+76
35+10 to 35+23
INC CLASS 3
StEMI
NES
REMOVE 30" COMBINATION CURB & GUTTER
sle�l00t Station - Side�f 10. F1.
3019' to ]fi00 RT 160
22+21 to 32436 o LI
1] 5
32+23 to 32+6
33+10 to 33+29.4
33+31 to 53+61 RT
33+.62 to 33+95.8 RT
42.0
194
300
31.0
34+33 to 34+0549
34+64 00 34+879 PT 2.3.0
36+50 to 35+63T I 0,0
30405 to 36+12
lit,- 4Way IJne / Llml4s o1 COn9lmetlon
7
Baltirnpre Ave.
REMOVE DRIVEWAY
Station to Station Side
3+67 do 52 Sr
BUILD 30° COMBINATION CURB & GUTTER 470
Salineto Station _ Side 1 Ln Ft.
304 91 O 31+09 L T 100
52+21 to 32+35.0 LT 1 /7.8
32+23 to 32+60 t 47.0
33+10 to Y3+29.4 LT 1044
30.0
33+97 to 33+900 24
34+33 to 34+55.9 07
34+04 to 34+67.9
35+50 l0 35 463
30 405 to 30+17
31.8
23.9
23.9
5.
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
PROJECT NO
5505(3)
P.N. 422036
ay Lam / Umi1501CoivsVuotron
SHEET NO.
e
ASPHALT TYPE SPR
Station le510000 Side Tons
30446 to 30+60
32+42 to 32+76
33+10 to 33+27
344±11 To 3,4+25
4+66 to 34+76
FM 1_0.40
2.13
04 097
LI 0.27
+10 to 30+23
LrT
I 0.13
SCALES.
\- Right rol-Way
/ Limits of Construction
Placement of A.ophallic Concrete for Driveways BUILD 6 P C.C. DRIVEWAY 478
Station Sim 1
sq r I-- Mallon to sNn T sa6"—s.raF.
34_5+to 30+60 RT 461 3'6 l0 3.3+69 t P 1906
321 10 t 32+29 24.9 .6 to 33+96 P. _- R` / P9
W+10 to 33 +2J LI l34
34+11 to 34+-2u Lt 311
4007 to 3006IT
3.5.110 to 15+2] LI1 45
SAW CUT
Station Station Stde
30+75 to 30+01 RTS
31-63 to 32.153 RT
?16 to 32+92.] Ri
ADJUST MANHOLE TO GRADE
station t Slae I Each
1
Pavement Repair, Type A. full depth, 8" P.C.C.
atat10n 10 Station l__ Bide iS4Yds
.
._r..._......
0.105 to 35+06 � �Ik_Ri..-
N
`- 11l941al-Way Line( Limits of Construction
CITY OF HASTINGS �-�0
ENGINEERING DEPT. L�
BALTIMORE Ave. _.2nd Street 101214 State'
URS -0505t3000 42036
9m403400.00
s. B.B. mi 942000
(44'
Right ayline/ Ulnas or Construction
COLD MILLING CLASS 3
Station to Station side
36+00 In 40+170 L7 & Rt
13.33 333
36+65 la 37+21 LT
36+67.5 to 37+16.5 PI
9123
33.69
37+67 to 36+02
LT
Zr
CD
REMOVE 30" COMBINATION CURB & GUTTER
St tion to Station
36+93 to 36+55 T 15.0
37+21 to 30+45
37+34 to45.__
215
__30+51t_9x07.3
30+51 to 39+01.1
39+75 to 49+11
39+23 to 49+1E49 ..i 45.6
SAW CUT
Stattort to Slslion SOY 1 Ln Ft.
3a 4/4 to 30+93 F" 19.0
3331
PROJECT NO.
SHEET NO.
550515)
la
0.6.42650
RliybFWay Line r L1ml0 of Construction
1-00
38+00
39+00 40+00
_._1_.–.,_.
41+00
SCALES:
igh1.04-Way Line / Omits of coneltacon
ASPHALr TYPE SPR
Stationsiele22092diation ' Side
36+00 to 40+00 Li & FT
36+85 to 37+21 LT
36457.0 10 07+13.5 ET
Tons
512577.52 f5J2
5]c
37+e7 to 76:az
Placement of Asphaltic Concrete for Intersections
Station to Staten 2 5107 Sq. Ydo.
34+65 to 37+2t -------
36+873
36+573 to 57+105 91' 33.69
51
BUILD 30' COMBINATION CURB & GUTTER
station to Stator sloe L 1 Fi.-
_ __
363-83 to 35+65 LT 12.0
37+21 m 37+46 LT 40.0
3]+34 l0 37+51.5 Rd
36+. to 0E+46.7 01
39+01 to 10407.1 LT
39+19 to 39+31
Fti
39+73 to 40+16.6
45 6
1 Build 24" x 24" Detectable Warning Panel (for info. only)
6tfilan
Side ERR
( 3'0+65 LI ]
37+21 _ 1 LI
Placement of Asphaltic Cone ole for Driveways
_St
Rtde Sy. Yards Tons-
04.77 18 -7 -227 -IT 6.e7 i o sit
G ..
ADJUST MANHOLE TO GRADE
Foch -.
BUILD 5P.C.C.SIDEWALK 47B
Ration z St t _ Sae Sq York
6 465 to 352E5 1]' 11
1 to 374 52.4 T 4_E]
Pavement Repair, Type A, kill depth, 9 P.C.C.
Slam St tion std 9q Ytls. _ SWt n j_ 9tl Type
— r 50.0 36+65 LIcicle._
I
k RT 50.5 37+2 I
BUILD CURB RAMP (tor infortnatlon only)
00 to 37300
31.00 to 41+05
I III
VA
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
�— Right -of Alta yd le
CITY OF HASTINGS,
ENGINEERING DEPT.
00
BALTIMORE Ave. 2nd Rost to 12th Street
CRC -5505(3) CN 42556
6106 and Grotto
9,2059
o
at
1926
1924
Oho% se 20% I ,. rr
a—r ti 0a19 oae; 0ss7 pb% 0 42 0 20
I
0.07% .0,o2%
tr
1912
1910
REMOVE SIDEWALK
Station to Station
Side
Sq, Yards
3 5
to 36+55
LT
0,45
7421
to 37+516
44
13.96
SAW CUT
Stattort to Slslion SOY 1 Ln Ft.
3a 4/4 to 30+93 F" 19.0
3331
PROJECT NO.
SHEET NO.
550515)
la
0.6.42650
RliybFWay Line r L1ml0 of Construction
1-00
38+00
39+00 40+00
_._1_.–.,_.
41+00
SCALES:
igh1.04-Way Line / Omits of coneltacon
ASPHALr TYPE SPR
Stationsiele22092diation ' Side
36+00 to 40+00 Li & FT
36+85 to 37+21 LT
36457.0 10 07+13.5 ET
Tons
512577.52 f5J2
5]c
37+e7 to 76:az
Placement of Asphaltic Concrete for Intersections
Station to Staten 2 5107 Sq. Ydo.
34+65 to 37+2t -------
36+873
36+573 to 57+105 91' 33.69
51
BUILD 30' COMBINATION CURB & GUTTER
station to Stator sloe L 1 Fi.-
_ __
363-83 to 35+65 LT 12.0
37+21 m 37+46 LT 40.0
3]+34 l0 37+51.5 Rd
36+. to 0E+46.7 01
39+01 to 10407.1 LT
39+19 to 39+31
Fti
39+73 to 40+16.6
45 6
1 Build 24" x 24" Detectable Warning Panel (for info. only)
6tfilan
Side ERR
( 3'0+65 LI ]
37+21 _ 1 LI
Placement of Asphaltic Cone ole for Driveways
_St
Rtde Sy. Yards Tons-
04.77 18 -7 -227 -IT 6.e7 i o sit
G ..
ADJUST MANHOLE TO GRADE
Foch -.
BUILD 5P.C.C.SIDEWALK 47B
Ration z St t _ Sae Sq York
6 465 to 352E5 1]' 11
1 to 374 52.4 T 4_E]
Pavement Repair, Type A, kill depth, 9 P.C.C.
Slam St tion std 9q Ytls. _ SWt n j_ 9tl Type
— r 50.0 36+65 LIcicle._
I
k RT 50.5 37+2 I
BUILD CURB RAMP (tor infortnatlon only)
00 to 37300
31.00 to 41+05
I III
VA
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
�— Right -of Alta yd le
CITY OF HASTINGS,
ENGINEERING DEPT.
00
BALTIMORE Ave. 2nd Rost to 12th Street
CRC -5505(3) CN 42556
6106 and Grotto
9,2059
o
at
1926
1924
Oho% se 20% I ,. rr
a—r ti 0a19 oae; 0ss7 pb% 0 42 0 20
I
0.07% .0,o2%
tr
1912
1910
RI6N- t -Way Line / Limits of Conslractton
o
N
cid
Co
C-
E
i
d
m
s
a
N 1
PI Sto - 42+03.00 Q
N = 94905,43
E - 92636.33 I • i
Baltimore Me.
400
126
124
122
120
118
116
41+00
- PIgM-o6Way Line/ Limits atConstruction
SCALES:
4)
0)
C!)
N
End Project Sta. 42+61
COP = -2+61.13
N = 54063.62
E = 92535%7
COLD MILLING CLASS 3
Station to Station Side s Yards
0+00 to 42+03 L, Si RT 6766]
10169 l 40484 106
01+16 to 4431 Li 1.67
41 in 41±62 Ll 36
REMOVE 30" COMBINATION CURB E GUTTER
Ste�l 1 Station � sa Ln Fl.
46 03 1 40+27.5no+2�_ at __ s
0+03in60507 223 L _-_ s
14461 41 62.3 LT 763
41-44Ilto ph 6. 8 LI
H
REMOVE SIDEWALK
Staten to Station side -1 Sq Yards
41+71 to 41+75 Rr 107
11
ASPHALT TYPE SPR
Station Station I SLIP TOM,
40 I 6o is a m [ 11 a RL 115 7e
1010 l0 10191 I 162
41+65.6 to 414.67 1 LI
0143
6
O BUILD 5" P.C.C. SIDEWALK 476
Station IStation Side 1Sq. Yards
41+7 10 -117-65 RI 5 i.07
REMOVE PAVEMENT
Station to 0101100 Side J04.YU6-
12 03 to 42+205 I1 I 21.3
BUILD 8" P.C.C. PAVEMENT 470
61x1 qn to Station SideSqYds
42 iO3 to 42420 a' 6 -- Y'i.3
rWA
PROJECT ND.
SHEET NO.
550 5(91
SAW CUT
--0100Orm to Sl i n side
40 279 to 40652 F
10667 to 17106
Lin. Ft.
100
Placement of Asphaltic Concrete for Driveways
Stationsa sq silos ions "1
40406 10 60464LI /4 0.102
41416 m 41 i 3 Li � 67 0'143
41+656 11102 T 36 0.31
BUILD 30" COMBINATION CURB & GUTTER
Salon to &ACM' - Side Lie FI 1
40.122 to 401 27 05 J
40487 r a+ 1
06 41+023 T ]63
L 2 to 11465 )6 -1
Proposed Concrete Section
Proposed Asphalt Resurfacing
Remove
Saw Cut
CN 42630
CITY OF HASTINGS,
\ ENGINEERING DEPT. (,J t4
eALEMORE Aye. =Bed Sheat to 10th Street
LIRE -55051% CN 40004
than 014 Pm1010
114
112
110
0.07%
"-0:2410-
-
1910
3rdS
34.74
L
34.14
0 34.12
3928
6.. _2.63 Ex.
N ORTII
Scale: t"=10'
tn' 0' rn' z6' 30'
33.46
32.811,
FL 32.47 Ex.
f2.16 FL 7+08
Natch
PROJECT NO.
SHEET NO.
5505(3)
12
N. 42636
20' R.P. N=91405.70
E = 92677.30
6D End Concrete Pavement: Sta. 7+08
treet
33.94
33.2
-Erop-
Telephone pole to be reioeeted by Wlndstream prior to
start of Project.
33.93
mh 2+96
o
I End Concrete Pavement:
Sta. 2+96
20' R.P. N = 91402.55 T�N
E = 92606.09 \
20' R.P. N = 90987.29
E = 92677.25
31.46 Ex.
6+80
.3206 32.14 FL
3
Mold1.50
31.71 FL
2+80 B.0
8' R.P. N = 90975.68
E = 92617.65
tdl Begin Co
Ste. 2+T
Pavement: I
1 B] Ex
31.89 Ex.
6
30.0] .32.05
Prop.
BUILD 8" P.C.0 PAVEMENT 47B
Station to Station
Side
I Sq. Yds.
2N2 to 2195
LI h RT
99.4
2+72 to 2+90
ET
26.0
BUILD 6" P.C.C. INTEGRAL CURB 476 (for nto. only)
Station to Station
Side
Sq. Yards
2+72 to 2+89
Lr15.0
LT
2+72 to 2+90
ET
26.0
RT
1
51.0
6+60 to 7+08___________LU
R1'
_ '
54.0
8.
51.0
6+33 to 7+08
PI
6+83
BUILD 5" P.C.G. SIDEWALK 478
Station to Station
- Side
LT
Sq. Yards
2+49 to 2+80
15.28
LT
I
53.0
6+27 to 5+52
RT
1
51.0
6+60 to 7+08___________LU
R1'
_ '
54.0
8.
51.0
6+33 to 7+08
PI
6+83
3234 3 1 3236 3'273
34 5
.80
_ 31.93 Ex. 51732tr. _ -At
__ 6+55 -es
Match
3173 FL
el 461.01
92.16
20' R.P. N=91377.17
E = 92605.84
13'139
33 86
37
2.50 FL
3226 Ft
Begin Concrete Pavement: Sta. 6+27
3+71
Motob
32.81 Ex.
IL
Ex
8'7
:V
ca
V
l
N
Build 24"x 24" Detectable Warning Panel (far nfo. only)
sir Each
Station
2+80
I7
BUILD CURB RAMP (for information only)
Station
Side
Type
2+80
1.0
LT
I
53.0
6+27 to 5+52
32.27 Ex
33.00 60
Q
Co
O
a
tb
Ex
I BUILD 8' P.C.0 PAVEMENT 47B
Staticto Slattort Bae 64 Yds.
6+27 to ]+08 LT & nT 5339
BUILD 6" P.O.C. INTEGRAL CURB 47B (for Mo. only).
Station to Station.
Side
Lin. Ft.
6+27 to 6+55
LT
I
53.0
6+27 to 5+52
RT
1
51.0
6+60 to 7+08___________LU
R1'
_ '
54.0
8.
51.0
6+33 to 7+08
PI
6+83
LT
6+63
BUILD 5" P.C.C. SIDEWALK 478
Storm 1 SI Ion _.. SIdO T It SqVarri
LT 10.78
I 22.89
Lr 19.07
0+83 to 7+13 i RT
6+27 to 6+55
6+30 to 6+52
6+89 to 7+13
5 Ex.
251 E._
BUILD CURB RAMP (for information only)
Station
Side
1 Type
6+35
LT
1 Y
6+36
R_
Rr
I
fi 147
LT
1 7
6+52
PI
6+83
LT
6+63
PT
1 I
7+00
' 60
op.
98
6+83
FL r - 3232 Ex.
melon
4th Street
33 ci ( 32.93 Ex.
32 35 FF _
M.alch 6 452
20' P.P. N=91334.57
E = 92676.98
Build 24" x 24" Detectable Warning Panel (for info, only)
Station Side Each
6+30 PT 2
6-52 RT 2
6+
0+60
3
2
6+93
RT
RT
ADJUST MANHOLE TO GRADE
Station Side
Each
6+69
6RT
ADJUST WATER VALVE TO GRADE
Station Sde Each
6+53 7' 120 1.0
6+03 13.5' RT 1.0
ACITY OF HASTINGS,
ENGINEERING DEPT. 0
BALTIMORE AVENUE - and Street to 121h 5treel
URB -5505(3) CN 42636
Int !section Plan
3121E+ 3129 Ex
3158 Ex
20' R.P. N = 91738.83
E - 92607.44
Prop.
10+16
32.6
31.49 Ex_
2 E2._1.66YL6
al 1.48 Ex. 3223 Ea.
P
910.
3
Telco
31.57
1.40
Mt
31.61 Ex. 31
Maat
5th Street
1.31
31.60
31 50
06
Ich
112
18
O
31 60 0
T
O
r
9
L 10+41
IF
20' R.P. N=91739.24
E = 92678.67
11 End Concrete Pavement: Sta. 10+41
2.21
31.7
32.67
-F33 .46+1.
E0
3150 FL 3158 FL
16+16
Match 3113 FL f I Match
3148 FL
32.01
34.5'
01.46
31.42
Y
9+8
20' R.P. N=91677.84
E = 92606.94
Begin Concrete Pavement: Sta. 9+54
BUILD 8" P.C.0 PAVEMENT 478
Station to Station
Side
Sq. Yds.1
to 10+41
LT 0 RT
576.9
1_9+5.
10+to 10+4020.00
LI
BUILD 6" P.C.C. INTEGRAL CURB 47B (tor info, only)
Station to Station Side I Lin. Ft.
9+54 to 9+85 Lr 57.0
9+54 to 9+35 RT 1 08.0 1
10+15 to 10+41 LT 520
510
10+16 to 10+41
BUILD 5" P.C.C. SIDEWALK 47B
Station to Station
Side
Sq. Yards
9+64 to 9+85
Lr
LT
11.16_
17.78
9+64 to 910+
10+to 10+4020.00
LI
9+65
10+1618 to 10+40
RI
20.00
RI
R7
10+
r
2
t0+3131
BUILD CURB RAMP (far information only)
Station_ - Side Ty
9+68
9+'08
9+85
9+85
10+16
10+16
10+31
10+31
LT
RT
LI
RT
LI
RT
LT
RT
31.21 FL
3227 FL
31 32
3118
31.16 FL
3154
31 61 FL
C
W
0
E
1.04 CL
etch
31 79 FL 9+54
Match
3213. Ee _.. 131.84 Ex.
32.22E3.
Build 24" x 24" Detectable Warning Panel (for into. only)
Station
side
Each
9+86
Li7
2
5+65
Sr
0
9+65
II
RI
2
5++5
RI
R7
10+
r
2
t0+3131
LT
2
10+
Rr
2
10+31
Rr
2
3'2 52
3210 CL
Match
32.14 `cp.
51.62 FL_ _ 31.67 Fx'..
Mateo 9+85
20'R.P. N = 91668.26
E = 92678.22
ADJUST WATER VALVE TO GRADE
Elation side Each
9+8] 5
9+875
5' RI
IS'Rr
105'81
ADJUST MANHOLE TO GRADE
Station
Side
40 Rh
Each
Orr
IO+Oi
Li
BUILD 30" COMBINATION CURB & GUTTER
Station
Side
Lin. Ft.
9+15 to 9 -non
Li
Se.O
10+16
Sr
31.0
NORTH
nate: 1'=1.0'
6' ao'
20' R.P. N = 92072.18
E = 92608.87
NEM -
Telephone pole to be relocated by Wiedebeem prior to -�
start of Protect.
13+50
3107Es
6th Street
1.46 Ex. 31.50 &. 31.55
eras_ .
31.19 Et. Ma
13+19
L
TL
31.48
31.20 FL
38 Fl.
ch
3126 FL
16
-..
O
32.16 Ext
T
31.46 CL 31351
31 3'.
31.91 Es
54 FL. Match
080510TNO.
SHEET NO
5505(3)
13
C.N. 42630
20' R.P. N = 92072.57
E = 92680.16
End Concrete Pavement: Sta. 13+75
32 92
13+50
3135 FL
1.0.8
34_5'
3142 FL
-13-141
_O 8.
20' R.P. N = 92001.57
E = 92608.58
Begin Concrete Pavement: Sta. 12+88
BUILDS P.C.0 PAVEMENT 478
Station to Station __-_- Side r Sq Yds4
2+88 to 1,25 L1 5 07 '1 5721
BUILD 6" P.C.C. INTEGRAL CURB 478 (for info. only)
Station t Station
Side Lin Fol.
12 36 15+19 ~ IT I 2t
12+28 to 1211.ie 38.0
13+50 to 15+75 _�.-. Lr ._.--_-51 0 I
v+50 to 13+75 t RT 51.0
BUILD 5" P.C.C. SIDEWALK 478
Station to Station
Side
Sq. Yards
2+25 to 13+19
12+02 to 13+19
L
_L
t1'
55.57 I
23 00
13+50 to 13+)8
13+01
13+19_
LT
31,33
13+50 to 13+78
13+65
R7
20.78
1}+65
RI
BUILD CURB RAMP (for information only)
Station
side
Type
13+m
Er
13.+19
LT
O
13+01
13+19_
Sr
LT
13+50_
13+65
13+55
1}+65
RI
a
12+88
32
OR
M+31,40 id
co E.O.R.
136
8 El
1.93
Match
O
E
.55 FL
159 Ex
3165E
Build 24' x 24" Detectable Warning Panel (for'nfo. only)i
Staten aide Each
13+19 LT 2
13+19 -_- LI 2
13+01 RS 2 1
13+19 RT 2
1a+50 LT
13+50 Lr
13+55 RT
t]}'o5 RI
2
2
etch
ti
2 En.
31.80 Co.
31.48
Match_ _ 31.49 Co.
13+19
20' R.P. N = 92001.79
E = 92679.52
ADJUST MANHOLE TO GRADE
Station
r
Side
Each
13+34
CL
0
ADJUST WATER VALVE TO GRADE
Station Side Each
+2
13+2
13+5
10' RI
20' PT
21.7 LT
n CITY OF HASTINGS,
/Y\ ENGINEERING DEPT. 0
IEALT1MORE AVENUE = 2nd 081811 to 12th Street
ERB-5505(3) CN 4263
Intersection Plan
I°''. sono 1°e'ader
20' R.P. N = 93344.05
E = 92605.96
End Concrete Pavement: Sta. 26+42
3 Ex.
233
26+22
-2.65 Ex 2208 FL
Match
23.33 Es. 2386 CL
Match S
treet
'200 Ex
PROJECT NO.
SHEET NO.
5505(3)Mia
Sq. Yds.
92 93
ON 42536
NORTH
scale: 1"--.166
6'
20'
19.90 Ex.
22.57 FL
23,22 Ex.
O
23e1 Ex.
End Concrete Pavement: Sla. 30+05 j
19.90 MalMt
30+05
FIs �
0.47 Molal)`
ADJUST CURB INLET TO GRADE
Station Sde T""r'- Each
78+05 ._.. li i 10
3,9+0 ..._ Ri ___......_1.0
20+21 LT 1 1.0
_ .. ___ Side- .._-
29+5J l 1 1.0
20' R.P. N = 93705.17
E .:::92675.80
24.69
23.03 FL
- Match -
25+88
Matcl
2
O
23 60 Ex
O
O
CO
CV
26' R.P. N = 93684.65
E = 92598.65
7
2073
FL 2212
23.09 Es.
0.10 FL
0
0.20 Ft 202961.
030 CL 20.1
20 33 CL 2010 Ct
O
20.02 FL
45'
29+82
-
989 Match
O
x2.037
29+57
20 20 EA
0
20.24 FL
P090 Ito 2u CL
2037 FL
Begin Concrete Pavement: Sta. 25+68
20' R.P. N = 93274.06
E = 92601.01
25+68
12260
Mart ryry��
W
ctt
W
0 Sm
cti
E
24226x.
BUILD 8" P.C.0 PAVEMENT 47B
Station) $101100
Side
Sq. Yds.
5+68 to 26+42
LT k RT
11.8.6
26122 to 26+42
'
Li 18.96
2
BUILD 6" P.C.C. INTEGRAL CURB 47B (for Info. only)
Station to Slatn
Side
Station to Staton
25+68 to 25+68
LT
LT
340__
34.0
26122 to 26+42
'
Li 18.96
2
26+22
LT
2
26+32
LT
L 2
294.57__
Ll
2_
I
BUILD 5" P.C.C.
SIDEWALK 47B
sido�Sq.
Yards
Station to Staton
25+51 to 25+88
LT
29.81
26+22 to 26+42
'
Li 18.96
2
26+22
LT
2
26+32
LT
L 2
294.57__
Ll
2_
I
LT
9th Street
2130
3,50 Morph.
29+51
20.75Ee 9059 Ex Mr6>Ex
m
0.30 CL
(01 PL
:I 2041 CL n3
'1] Ex '0 20 Exi 2017
20.25 Ex20
. Z _ thy4t,
29+21
20.21 FL I
Build 24"x 24" Detectable Warning Panel (for info only)
Station
Side
1 Each
_.._
25+78
IT
4___.__._
I 2
25+88
LT
2
26+22
LT
2
26+32
LT
L 2
BUILD CURB RAMP (for information only)
StationSide
se ams
7400
Type
35+713
IT
t 54.0
25-438
.T
Ij
25+22
LT
[
26+32
LT
1
20' R. P. N. 93602.14
E = 92605.29
28+99
20 60
O
O
90 97 CL
41'
42' R.P. N=93613.22
E = 92697.91
4E
2054 Ex,!
ADJUST MANHOLE TO GRADE
Station
Side I Each
29+48
48LT 1.0
29+56
29+60
23 RT i 1.0
2' LI 1.0
ADJUST WATER VALVE TO GRADE
SideSI Each
_ 23+98
Begin Conbrete Pavement: Sta. 28+99
BUILD 8 P.C.0 PAVEMENT 470
Station SII Side
se ams
7400
_�
28+98 to 30+057 LT 0 92\
BUILD 6" P.C.C. INTEGRAL CURB 47B (for info. only)
Station! Stoion
Side
i Lin. Ft.
28+99 to 20+21
LT
t 54.0
28+99 l0t.
41
80.0__
_25_+51
29+87 to 30+5
LT
RT
79 0
sa0
29+82 to 30+05
Li
2
294.57__
Ll
2_
I
BUILD 5" P.C.G.SIDEWALK 476 .__
Stationto Station
Side Sq Yards
29+98 0 29+21
LT I 19.45
29+03 to 29+44
RT I 36.40
29+87 to 33,02
Lr
27.34
29+82 In 30+07
RT
23.06
as
Li
2
294.57__
2846 Ex
U)
4
20.
w
)
E -
31',4T 1 0
30
25 RT I O
Build 24" x 24 Delectable Warning Panel (for nfo. only)
Scion
Side
Each
20+05
__.
LT
2
29+05
123
2
29+21
li
2
as
Li
2
294.57__
Ll
2_
29142
LT
2
29+65
Rd
MlM
29+95
Ti
BUILD CURB RAMP (for information only)
____ station
Side
Type __..
26+05
LT
I
29+06
RT
+21
I
23+45
ST
Y¢
29+57
LT
29+95
1_1-
I29+52
294 52
R
29+95
4,
2(
/11%\
\ CITY OF HASTINGS,
ENGINEERING DEPT. IC 0
Rea
eALTIMOFE AVENUE -led Street to 12th Street
❑.98 5505f31 CN 42035
Intersection Pen
Baltimore Ave. - 2nd Street to 12th Street
Pavement Marking Plan
URB -5505(3)
CN 42636
1.0aJ4S ueuiale8
NORTH
Scale: 1"a29'
NOTE: Crosswalks shall be constructed with 2' x 8' White Preformed
Pavement Marking, Type 4, Grooved.
m- I-WayLineI Limits of Cons ton
24" White Preformed Pavement
Marking, Type
Side
Grooved
Station io Station
—._.
Lin. Feet
19+33 to 19+69
LI
400
19+70.5
LT & RT
40.0
22+53
L? & RT
40.0
22+73 to 23+04
LI
40.0
22+73 to 23+04
RT
n0.0
23+14
LT & RI
40 0
PROJECT NO,
5505(8)
CN 42030
SHEET NO
L_
Right -of
19+00
In n I Limits of Gonstruclion
REM
MINIM
20+00
21+00
Baltimore Ave.
22+00
Y Line I Limit of Construction
of
A CITY OF HASTINGS,
/ \ ENGINEERING DEPT. 00
BALTIMORE AVENUE -2nd Street to 12111 Street
70 00 : : 60 00 :.. 50
00--:
003000 2000 :10
i0.00 : is
60 00 40 00
60 0C 7
00 /
00:::6
00 40 00 ::: 30 00 ::: 20 CO : 70.00...
1000 :20
00 H3000 4000:::5000
PROJECT NO.
D0006C -1053C
5505(3)
i ii
Nolla
GIN Ac F "934
i C CSIGN L R
LL AR A
CUT : ARIA
II 11
i ■
HWOR
0 00
0 CO
GENAL :E
SIGN: E
IL AP
CUT AR
RTHWOR
A :-0:00
935 0(
ES)GN
—Lc A
UT A
RT WOR
0 00
0.00
0.00
P.a.. pavement
WIPA
GINAL E
CDT
000
000
CO
ESl N L T'iW09
FILL AR A -0 00
ll
CUP ARF A -000
940 CO
cod JA!!and
apiece 3'
SPIla
4I
GSIGfd: E
GILL AFiI
g 50 00
FILL
GUT
=0:00
-0:00
00
R THWOR
A=0.00
i.
0100 :
0.00
GINAL E
E)LL- ARE A =0.00
CUT: ARIA 0:00
VF 000:::.
ESIGN E
FILL ARI
CUT AR'.
HrNOR
=0:00
000
._
VC 10.00
it CITY OF HASTINGS,
ENGINEERING DEPT.
BALTIMORE AVE -2nd Street to 12th Slre
URB 505(3 CN 42636
Cress Seale,
0 00 60 00 J(
00 4000
00 2
00 1.0 00
1000 2000
30 00 = 40 0O 50 00 60 00 70 00
70 00 60 00 17
00 4000 3000 2000 1000
OG 20 00 • 30 00 40 00 5(
00 - : 60_00 70 00
PROJECT NO.
SHEET NO
5505(3)
17
2
00
00
•
•
Ma=
MEM'E-
• OR GINAL r -1932
sIGN E RTHwOR
(L:ARPA .000
■
•
x'300
5
Pu -1.4U
NTI VOR
A -0.00
630 00
0.00
0.00
MEE
11
r•
•
•
•
00
Oh St St
Ri HWOR
A ==0:00
A =U UO
0 00
F ARC
CJT AR
VF
-0 00
0 00
00
New P
IGINA
SIGN
ILL A
lH WOR
0,00
=0:00
00
00
1
ES CH E
I'IL I AT
CU AR
DESIGN E
Flt i_ AR
RTHWOR
Fl =0:00
Ern
II WM
• EN
• • "
! 6.r •.,_.9 931
6SIGN E
FILL AR:
RTHWOR
A 0 00
VF 0.00
VC 0 00
,NDOEIT„)
JO 60 00 CO 00 -
ACITY OF HASTINGS,
ENGINEERING DEPT. 0C
BALTIMORE AVE. - 2nd Street to 12th Street
URB -5505(3) CN 42e38
Oa
Crone Section Plan
00 40 00 3
00 20 00 1.0 00
110
•
OPEN
CO
9300
1
30 00
4.000
OR G1NAL E -1932 82
DESIGN E] RTHWOR
ELL ARIA =0.00
CUT ARIA
•
1111111110 oc
1G1NAI_ E
=1932 66
SIGN
50 00
50 00 70 OO
70 00 60 00 50 04
■... - F LL AR A 0 00
CUT: ARA =000
\/F 0 00
Er
Ur SEE
NEM
00 3000 :2
■
3 00 70.00
0
30
2000.:3
ciNA,_ z-1932
OC
000
60 00 70 00
PROJECT NO.
SHEET O.
5505(3)
930 no
8
VE 0 00
ESIGN ERTHWOR
SILL AR
f.Ts
mi
ANNENEISrirmmER
__ii___
CU AR
V.
RTHWOR
- 3 00
A =0.00
000
VC 0 DO
944 00
935.00
934 00
99000
JRGINA435
51013 I t TF4WOk
930 00
RIA =`0;00
Cold Mill an
4-40 OQ
r ises„
15-1
50.21
FILL AR
UT AR -
VF
OR
35 00
930 O0
9
iESIGN E
nu 7
H13,1 AREA =0 00
4000
• u
9
INn' 1
ESIGN E
ILL AR
CUI AR
VF
0
0
300
5000 ::5000 -7000-
930 DO
0930.60
ACITY OF HASTINGS,
ENGINEERING DEPT 0�
BALTIMORE AVE. 2nd Street to 12th Street
UPS -5505(2) CS 42636
Cio.a Seel ion Plan
4000 :3000 20 00 10 00
1-0 00 : 20 00 3
100
000:::5000:: 6000 : 7000:...
60
00 50 00 40 00 : -: 30 00:::20 00 :: 10.00
le 00 2
OC : 33 00 40 00
148n P.0 O Pmeme
59 00 :: 60.02
PROJECT NO. I SHEET NO.
5535)3)
STI
=66+66 OL etlt St XI st
ORIGINAL E '192067
9 SO n0
:: DESIGN: EARTHWORK
ELL AREA .:=0 10
CUT -AREA :=0:00
/ Odd Mit
925 on
VF =0.00:-.
VC:=0.00
0' New P.0
Paven[ent
22k (`3
0
29:
Pa =26+ 6 Sit Boyce St
OR GINAL E 192352
FILL. AREA =0 00
CUT: AREA =0r 00
VF 20.00.:.:.
38
lila =29+38 c Stkt St
OR GINAL E -9920 64
220 00
DESIGN. LARTHWOR4
IN1 1 AREA -c 00
CUT AREA =0 00
V6:=0:00
V( = 0.00:.:.
930 no_
P.O C. Pavement
477 FYI
J
2,66+00
OR GINA4 I. 1.91.4 89
=ILL: AREA 0:00:::
CUT : AREA 0.00
VF 2 000
yr =o n0
(7 -2” -Th 9\
00 ( 00: : 1
_9.20_0(1
92000
Wim®`, =26+610
ORIGINAL E =1921.08
DESIGN Li THW C R (
PILI AR n..—u J0
CUT: AREA: =0, 00
VE =0.00
V^:=0:.90 :.
'2g
I I
K00
100
93,5 00
O
930 00
0
ivy =641+Q
GIN:AL E =1927 67
24
\: 00
28
DESIGN E/\RTHWOR<
2102 AREA =0:00
CUT : AREA 0:00
VC 0.00
1945 0(
ORICINAI =1.921 04.
-DESIGN EARTHWORK
RI I AR" A. ._0 07 --....
CU7 AREA: -0 00
Vr -0.00 _....
VC:=0.00:.:
922^uaof 76
191200
930 0
SfL00
//—Odd Mnf'
WA =V +66 OXN sitE . Stree
H :ORIGINAL E --21931 17
nd sepia
tic Pavemett
9
925 nil
DESIGN I A1R H:WOR<
FILL ARCA 0.00
CUT : AREA :=0:00
'h2 no
'I 270 n0
420 nn
922 00
DESIGN: EORT_1?vvOR4 -
P1 AREA =0 00
5000= 60
VF =0.00::
VC - 0.09.:
00 :: 70
CITY OF HASTINGS,
ENGINEERING DEPT. \ 0
BALTIMORE AVE. - 2nd Street to lath Street
VCI=0.00
ORB-55E5(3)CM 62636
Cross Section One
70 00 60 00 :: 5
00 4.0 00 30 00 20 00 : '0 00
10.00 20 00 30 00 :: 40
50 00
6
7000:6
00
)00 4000::3
00: :2000
20 00 30 00 40 00 : 30 00 :: 62
70 73_10
PROJECT NO.
5505(3)
SHEET N0.
hal II •
ORIGINAL E 1919.82 Milli"MI 00
FILL RR A 00
00I AR 0:00
VF 000 ::VC ,0053
5.42036
22A 01
029 00
d Replace 3' A onetke Severn 0
020 00
IGINAL €
-: iESIGN:F, RTIIWOR
5ILE AR A '..::0.00
OLT AR =0:00
VF --
:.:70:- .00.:
Ila AR
GUT: AR
FILLARE
007: ARE
VF
etc
A =0:00
Fl 0;00
0 OG
lD
�ESICIV L RTkWOR<
F,.LL AR'A =0.00
CUT. AREA =0 00
Vi- 0-00
VC -0;00
;-:Gold MIII
FILL ARE
Cul: AR
VF
A: =0:00
A-0.:00
0.00 :
025 CO
22.5 00
GINAL::5
ESIGN: E
0LL ARi
OUT A.
VE
VG
1111 71919 ORIUINAI
W■�cu rVnRE • I H 00
1,I•
0.00::
00:, 6000 70
001915
CITY OF HASTINGS.
ENGINEERING DEPT. 00
BALTIMORE AVE. 2nd Street to 12th Street
056550935 CN 42636
Cross 2eofoc 05"
70 00 60 00 50 00 40 00 30 00 20
00 70 00 20
00
000
0 00
50
00
000 6000 5000 4000 3000 2000 1000
00 2
0
OF, 4
00 5
00 '6C
00 -7300..
PROJECT NO.
SHEET NO.
O'IGINA0 E
ESIGN E
FILL. ARE
9�ti�la
X17
RTH WOE
RTH WOR
00--- 60 33 70
CITY OF HASTINGS, �E
R ENGINEERING DEPT. U I
BALTIMORE AVE. - 2nd Street to 121/ Street
v0:: 0. DO..I
a.
URB 5565131 EN 42636
Croon Sectran Plan «'«