city of indianapolis project locations …...this is a pavement resurfacing project. centerline...
TRANSCRIPT
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LOCATION MAP
NTS
PROJECT AREA
CITY OF INDIANAPOLIS
DEPARTMENT OF PUBLIC WORKS
1200 MADISON AVENUE,
SUITE 200
INDIANAPOLIS, IN 46225
CITY OF INDIANAPOLIS
DEPARTMENT OF PUBLIC WORKS
GROSS LENGTH: 5.45 MI.
NET LENGTH: 5.45 MI.
1
PROJECT LOCATIONS
NAME OF
SEGMENTS
CURRENT INDIANA DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS, CURRENT CITIZENS ENERGY GROUP SANITARY DISTRICT
STANDARDS AND THE CURRENT DPW STORMWATER DESIGN AND
CONSTRUCTION MANUAL ARE TO BE USED WITH THESE PLANS.
REVISIONS
PROJECT
NAME
1
MARION COUNTY
TOWNSHIPS
PROJECT NO. XX-##-##
MAYOR: JOSEPH H. HOGSETT
DIRECTOR: DANIEL J. PARKER
BRIEF PROJECT DESCRIPTION
INDIANAPOLIS
DEPARTMENT OF PUBLIC WORKS
TITLE SHEET
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HORIZONTAL SCALE
VERTICAL SCALE
PROJECT NUMBER
SHEETS NUMBERCHECKED: CHECKED:
DESIGNED:
DESIGN ENGINEER
DRAWN:
DATE
RECOMMENDED
FOR APPROVAL: DEPARTMENT OF PUBLIC WORKS
INDIANAPOLIS
OF
REVISIONS
BYDESCRIPTIONDATEHNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERS
THE HNTB COMPANIES
INDIANAPOLIS, IN 46204
SUITE 1200
111 MONUMENT CIRCLE
RTGRE
S EED
STATE OF
ADN AN
PR
OFE
SSIONAL ENG
INE
ER
No.
PE11500286
NT.IMAJ
NEB
STENGER 5/03/2019
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15 POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES.
16
17
18
19
ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS SHALL BE MULCHED SEEDED. PAYMENT TO BE INCLUDED IN THE COST OF OTHER PAY ITEMS IN THE CONTRACT.
ALL DRAINAGE STRUCTURE ADJUSTMENTS SHALL USE 2 IN. CONCRETE RISER RINGS. BRICKS WILL NOT BE ALLOWED ON CITY OF INDIANAPOLIS DPW PROJECTS.
UTILITY MANHOLES SURROUNDED BY CONCRETE PAD SHALL BE REMOVED AND REPLACED BY UTILITY AS DESIGNATED ON PLANS OR DIRECTED BY THE ENGINEER.
CONTRACTOR TO ENSURE THAT POSITIVE DRAINAGE IS MAINTAINED AT ALL INTERSECTIONS ALONG CURB AND GUTTER FLOWLINES AFTER THE COMPLETION OF CURB RAMP CONSTRUCTION.
CONTRACT DOCUMENTS, OR REQUESTED BY THE ENGINEER.THE CITY OF INDIANAPOLIS DPW SAFETY POLICY FOR RESIDENT PROJECT REPRESENTATIVES SHALL BE STRICTLY ENFORCED ON THIS PROJECT. A COPY OF THE POLICY CAN BE FOUND IN THE
RESTORATION OF ALL UTILITIES AND APPURTENANCES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COORDINATION, SHOWN OR NOT SHOWN. THE CONTRACTOR SHALL HAVE ALL UTILITIES FIELD LOCATED AS NECESSARY PRIOR TO BEGINNING WORK. THE SUPPORT, PROTECTION, AND
1-11-25 (MINIMUM STANDARDS). THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS.THE STATIONING AND OFFSETS SHOWN HEREIN ARE FOR REFERENCE PURPOSES AND APPROXIMATE LOCATIONS OF EXISTING FEATURES ONLY, AND DO NOT REPRESENT THE RESULTS OF A ROUTE SURVEY AS DESCRIBED IN 865 IAC 1-12-20 THRU
PLACEMENT OF ANY MATERIALS FOR SAID IMPROVEMENT.ANY PLACE ON THE PLANS OR IN THE SPECIFICATIONS WHERE IT IS SPECIFIED FOR THE CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL, SAID SHOP DRAWINGS MUST BE APPROVED BY THE ENGINEER PRIOR TO ORDERING OR
THIS IS A PAVEMENT RESURFACING PROJECT. CENTERLINE CONTROL, MONUMENTATION OF CENTERLINE AND BENCHMARKS ARE NOT REQUIRED AND NOT PROVIDED. LINES ARE SHOWN FOR STATIONING INFORMATION ONLY.
COST OF HMA PAVEMENT.TACK COAT IS REQUIRED WITH EACH LAYER OF ASPHALT PLACED. TACK COAT IS REQUIRED ON VERTICAL SURFACES NEXT TO ASPHALT (I.E. GUTTER, SHOULDER, WIDENING, ETC.) TACK COAT SHOULD BE CONSIDERED INCIDENTAL TO THE
SHALL BE USED AS NECESSARY TO PROVIDE POSITIVE DRAINAGE OF THE INTERSECTION.THE CONTRACTOR SHALL TRANSITION PAVEMENT SLOPE THROUGH CORNER RADII AT A CONSTANT RATE SO AS TO MATCH THE ADJACENT TYPICAL SECTIONS. WEDGE AND LEVEL MATERIAL OR OTHER MATERIAL ACCEPTED BY THE ENGINEER
FOR ANY BID ITEM FOR WHICH A QUANTITY IS BID (SEE ITEMIZED PROPOSAL), PRIOR WRITTEN APPROVAL FROM THE ENGINEER TO EXCEED THE BID QUANTITY IS REQUIRED OR NO PAVEMENT WILL BE MADE FOR THE OVERAGE.
OWNERS. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION. DISTURBED LAWNS SHALL BE REPLACED WITH SOD, AS DIRECTED BY THE ENGINEER.PROBLEMS RESULTING FROM USE OF UNRESEARCHED PROPERTY RECORDS OR UNVERIFIED SURVEY ON THIS PROJECT. INDIANAPOLIS DPW WILL PROVIDE CONTRACTOR WITH "RIGHT OF ENTRY" RELEASES FROM ALL AFFECTED PROPERTY RIGHT-OF-WAY INFORMATION PROVIDED IS FOR ILLUSTRATIVE PURPOSES ONLY. THESE APPROXIMATE LOCATIONS ARE PROVIDED FROM THE CITY OF INDIANAPOLIS IMAGIS DATA. ENGINEER/DESIGNER ASSUMES NO LIABILITY FOR ANY
OWN PERSONNEL. THE COST OF REMOVING AND STORING THESE SIGNS WILL NOT BE PAID FOR DIRECTLY. THE COST SHALL BE INCLUDED IN OTHER PAY ITEMS. IF SIGNS ARE NOT IN CONFLICT, THEY REMAIN IN PLACE.IF EXISTING ROADWAY SIGNS INTERFERE WITH THE PROSECUTION OF THE WORK FOR THIS PROJECT, SUCH SIGNS AND POSTS SHALL BE REMOVED AND STORED AS DIRECTED. THE CITY INTENDS TO REINSTALL THESE SIGNS WITH THEIR
CONCRETE WASHOUTS SHALL BE IN A CONTAINED SYSTEM PER MCSWD. WASHOUT SHALL NOT BE PERFORMED DIRECTLY ONTO THE GROUND OR INTO A STORM SEWER.
REPAIR.BE LEFT 1 IN. (MAX) BELOW EXISTING OR FINISHED SURFACE. NO ADDITIONAL PAYMENT FOR MOBILIZATION AND/OR DEMOBILIZATION WILL BE MADE FOR ADDITIONAL BASE REPAIRS REQUIRED AFTER MILLING OR FOR UNDISTRIBUTED BASE BASE REPAIRS SHALL BE COMPLETED AFTER MILLING OPERATIONS, UNLESS OTHERWISE NOTED. IF BASE REPAIR IS TO BE COMPLETED PRIOR TO MILLING, AS APPROVED BY THE ENGINEER, A TRANSITION WILL BE REQUIRED AND THE DEPTH TO
REMOVAL OF PLANT MATERIAL ON PAVEMENT OR AT CURBS OR SIDEWALKS SHALL BE INCIDENTAL TO COLD PLANING OR OTHER ITEMS. NO DIRECT PAYMENT WILL BE MADE.
20
21
EXTENSIONS, OR ALTERATIONS. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR PROPER FIT.THE CONTRACTOR SHALL VERIFY ALL DRAINAGE STRUCTURES AND PIPE TYPES, MATERIAL, WALL THICKNESSES, INVERTS, DEPTHS, DIAMETERS, SIZES, AND CONDITIONS PRIOR TO ORDERING MATERIALS FOR ADJUSTMENTS, CONNECTIONS,
22HYDRANT AS DIRECTED BY THE ENGINEER.CONTRACTOR SHALL INSTALL ONE (1) RAISE PAVEMENT MARKER CAST METAL BASE, TYPE 1 (INDOT STD. DWG. NO. 3-808-MKRM-10) WITH BLUE PRISMATIC REFLECTOR AT THE CENTERLINE OF EACH ROADWAY, DIRECTLY ACROSS FROM EACH FIRE
23 EXISTING CURB TYPES MAY VARY AT STREETS. CONTRACTOR SHALL INSPECT CURB PRIOR TO BEGINNING WORK TO ASSURE PROPER FIT AND TRANSITION.
24CENTERLINE LOCATIONS ARE TO BE LOCATED AND MARKED BY THE CONTRACTOR'S SURVEYOR AND STRADDLED BY THE MARION COUNTY SURVEYOR PRIOR TO EXCAVATION.ALL HARRISON MONUMENTS WILL BE COORDINATED WITH AND SUPERVISED BY THE MARION COUNTY SURVEYOR. SECTION CORNERS ARE TO BE LOCATED, MARKED, AND STRADDLED BY THE MARION COUNTY SURVEYOR PRIOR TO EXCAVATION. THE MARION COUNTY SURVEYOR REQUIRES 96 HOURS NOTICE TO PROVIDE ASSISTANCE AS NEEDED IN LOCATION OF ALL HARRISON MARKERS. THE TELEPHONE NUMBER FOR THE MARION COUNTY SURVEYOR IS (317) 327-4150. THE WORK ON
25 THE PROPOSED CURB RADII AT DRIVES AND STREET APPROACHES THAT ARE TO BE REPLACED SHALL MATCH EXISTING CURB RADII.
26 THE WIDTH OF THE PROPOSED DRIVES TO BE REPLACED SHALL MATCH EXISTING DRIVE WIDTH.
27 REPAIR OF SINKHOLES, SLOPE FAILURE, OR EROSION SHALL NOT BE PAID FOR DIRECTLY, BUT WILL BE INCLUDED IN THE COST OF OTHER ITEMS IN THE CONTRACT.
28SUPPLEMENTS THEREAFTER.ALL ROADWAY PAVEMENT MARKINGS, BIKE LANE PAVEMENT MARKINGS, BIKE LANE SIGNS, AND CONSTRUCTION SIGNS SHALL BE IN ACCORDANCE WITH THE 2011 INDIANA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND ANY
29 THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND PRIVATE PROPERTIES DURING CONSTRUCTION.
30OPERATIONS.ONE LANE OF TRAFFIC TO BE MAINTAINED AT ALL TIMES DURING ALL RESURFACING AND BASE REPAIR OPERATIONS ON A TWO LANE ROADWAY UNLESS OTHERWISE NOTED. SEE INDOT STANDARD DRAWING NO. E-801-TCFO-01 FOR FLAGGER
31 ALL AREAS OF BASE REPAIR SHALL ASSUME THE SAME OVERLAY TREATMENT AS THE ADJACENT PAVEMENT AREA.
32 ALL WATER, GAS, SANITARY, AND COMBINED SANITARY CASTINGS WILL BE ADJUSTED BY CITIZENS ENERGY GROUP (CEG). CONTRACTOR SHALL COORDINATE WITH CEG FOR CASTING ADJUSTMENTS.
33 THERE SHALL BE NO DIRECT PAYMENT FOR SAW CUTS. THESE CUTS SHALL BE INCLUDED IN THE COST OF OTHER ITEMS.
34 THE HYDRAULIC CAPACITY OF ALL INLETS MUST BE MAINTAINED DURING AND AFTER CONSTRUCTION OPERATIONS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
35 ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR.
36 INLET PROTECTION MUST BE PROVIDED BY THE CONTRACTOR DURING MILLING OPERATIONS AND UNTIL THE SURFACE COURSE IS PLACED.
37
ALL COSTS ASSOCIATED WITH THIS WORK SHALL BE INCLUDED IN THE COST OF MAINTAINING TRAFFIC.ARE RELOCATED DURING CONSTRUCTION, INDYGO SHALL BE NOTIFIED 14 DAYS PRIOR TO THE COMPLETION OF WORK THAT WOULD RESTORE THE ORIGINAL TRANSIT STOP LOCATION.EXISTING TRANSIT STOPS MAY BE TEMPORARILY RELOCATED WITH INDYGO CONCURRENCE. ALL TRANSIT STOPS SHALL BE MAINTAINED IN AN ADA ACCESSIBLE MANNER. BUS PULL OFF/THROUGH AREA MAY BE REQUIRED. IF TRANSIT STOPS [email protected] (317) 614-9334 RYAN GALLAGHER, TRANSIT PLANNERWORK IN A MANNER THAT MAINTAINS TRANSIT STOPS. INDYGO SHALL BE NOTIFIED 14 DAYS PRIOR TO WORK ADJACENT TO ANY EXISTING TRANSIT STOP. THE INDYGO CONTACT IS:THE CONTRACTOR SHALL MAINTAIN ACCESS TO EXISTING TRANSIT SERVICE THROUGHOUT THE LENGTH OF THE PROJECT, AND FOR THE DURATION OF THE WORK. THE CONTRACTOR SHALL COORDINATE WITH INDYGO IN ORDER TO SCHEDULE
GENERAL NOTES
CRITERIA OF AASHTO OR INDOT FOR DESIGN. ALL PROPOSED WORK AS SHOWN ON THESE PLANS HAS BEEN COORDINATED AND APPROVED BY INDIANAPOLIS DPW.NOT A TOTAL REHABILITATION, TOTAL UPGRADE, OR RECONSTRUCTION. THESE DOCUMENTS HAVE BEEN PREPARED TO MEET THE GOALS SET OUT IN THE SCOPE OF THE ENGINEER'S REPORT AND DO NOT NECESSARILY MEET ALL OF THE THESE PLANS AND CONTRACT DOCUMENTS HAVE BEEN PREPARED PER THE SCOPE OF WORK PROVIDEDBY THE CITY OF INDIANAPOLIS DEPARTMENT OF PUBLIC WORKS. THIS PROJECT IS FOREMOST A RESURFACING AND BASE REPAIR PROJECT,
ALL PROPOSED PAVEMENT MARKINGS SHALL MATCH EXISTING PAVEMENT MARKINGS AT THE PAVING LIMITS SHOWN ON THE RESURFACING PLANS.
38DETECTOR HOUSINGS SHALL BE ADJUSTED TO GRADE TO MATCH THE PROPOSED ROADWAY PER INDOT STD. DWG. E 805-SGDH-01.LOOP WIRE TO BE REPLACED FROM DETECTOR HOUSING SOURCE THROUGH 6'-0" DIAMETER LOOP AND SHALL BE PAID FOR AS EACH. TRAFFIC DETECTION LOOPS AS INDICATED IN PLANS SHALL BE REPLACED IN ACCORDANCE WITH INDOT STD. DWG. E 805-SGLI-06 AND ALL OTHER APPROPRIATE STANDARD DRAWINGS INCLUDING PROXIMITY TO STOP LINES AND SPACING.
39 CASTINGS TO BE ADJUSTED BY OTHERS SHOULD BE COORDINATED WITH CITIZENS ENERGY GROUP. CONTACT POINT IS LARRY NICHOLS.
3
GENERAL NOTES
74
ST-19-104
N/A
N/A
BTS MJS
PRF BTS
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HORIZONTAL SCALE
VERTICAL SCALE
PROJECT NUMBER
SHEETS NUMBERCHECKED: CHECKED:
DESIGNED:
DESIGN ENGINEER
DRAWN:
DATE
RECOMMENDED
FOR APPROVAL: DEPARTMENT OF PUBLIC WORKS
INDIANAPOLIS
OF
REVISIONS
BYDESCRIPTIONDATEHNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERS
THE HNTB COMPANIES
INDIANAPOLIS, IN 46204
SUITE 1200
111 MONUMENT CIRCLE
RTGRE
S EED
STATE OF
ADN AN
PR
OFE
SSIONAL ENG
INE
ER
No.
PE11500286
NT.IMAJ
NEB
STENGER 5/03/2019
PAVEMENT CORE REPORT
52nd STREET14 74
ST-19-104
N/A
N/A
BTS MJS
PRF BTS
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HORIZONTAL SCALE
VERTICAL SCALE
PROJECT NUMBER
SHEETS NUMBERCHECKED: CHECKED:
DESIGNED:
DESIGN ENGINEER
DRAWN:
DATE
RECOMMENDED
FOR APPROVAL:
RIGHT TURN LANE
RIGHT TURN LANE
11' 10'
10' 10'4' SHOULDER 4' SHOULDER
11' TRAVEL LANE 11' TRAVEL LANELEFT TURN LANE LEFT TURN LANE
11' 11'
11' 11'
10' 10'
11' 11'
TRAVEL LANE
DEPARTMENT OF PUBLIC WORKS
INDIANAPOLIS
OF
REVISIONS
BYDESCRIPTIONDATEHNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERS
THE HNTB COMPANIES
INDIANAPOLIS, IN 46204
SUITE 1200
111 MONUMENT CIRCLE
RTGRE
S EED
STATE OF
ADN AN
PR
OFE
SSIONAL ENG
INE
ER
No.
PE11500286
NT.IMAJ
NEB
STENGER 5/03/2019
52ND STREET
BM
VARIES 0' - 13'
VARIES 0'- 12'VARIES 0'- 12'BLISTER
WESTBOUND PASSING
TRAVEL LANE TRAVEL LANE
TRAVEL LANE TRAVEL LANE
TC R1
VARIES 0' - 12' VARIES 0' - 12'
BM TC R1
BM TC R1
BM TC R1
BM TC R1
BM TC R1
BM TC R1
TRAVEL LANE TRAVEL LANE
TRAVEL LANE TRAVEL LANE
TRAVEL LANE TRAVEL LANE
TRAVEL LANE TRAVEL LANE
Top of Subgrade
BM TC R1
See General Note 18
N.T.S.
BASE REPAIR DETAILS
BR
STA. 10+19 TO STA. 14+46
STA. 20+48 TO STA. 23+52
STA. 30+83 TO STA. 34+84STA. 14+46 TO STA. 18+38
STA. 16+16 TO STA. 17+53
STA. 18+38 TO STA. 23+78
STA. 23+78 TO STA. 28+35
STA. 28+35 TO STA. 30+83
STA. 42+26 TO STA. 46+64STA. 34+84 TO STA. 39+21
STA. 46+64 TO STA. 50+73
(without inlet)Open Channel
temporary inlet protection at outlet
open channels exist without
To be implemented wherever
N.T.S. (mirror for other side)
FILTER SOCK DETAILS
Filter Sock
Wood Stakes2" x 2" Nominal
Varies Approx. 9" HMAExisting Pavement
605#/SYD HMA Base, 25.0 mm, for Base Repairs, Type C
385#/SYD Undistributed
HMA for Base Repair, Consisting of:
220#/Sys. HMA Intermediate, Type C, 12.5 mm165#/Sys. HMA Surface, Type C, 9.5 mm on
HMA Base, Type C, 25.0 mm for Base Repairs
Asphalt for Tack Coat
R1
BR
TC
BM Milling, Asphalt, 3.5 IN.
6
TYPICAL CROSS SECTIONS
52nd STREET74
ST-19-104
3/16"=1'-0"
N/A
BTS MJS
PRF BTS
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HORIZONTAL SCALE
VERTICAL SCALE
PROJECT NUMBER
SHEETS NUMBERCHECKED: CHECKED:
DESIGNED:
DESIGN ENGINEER
DRAWN:
DATE
RECOMMENDED
FOR APPROVAL:
N
22'
21'
N
20'
35'
35'
35'
20'
DEPARTMENT OF PUBLIC WORKS
INDIANAPOLIS
OF
REVISIONS
BYDESCRIPTIONDATEHNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERS
THE HNTB COMPANIES
INDIANAPOLIS, IN 46204
SUITE 1200
111 MONUMENT CIRCLE
RTGRE
S EED
STATE OF
ADN AN
PR
OFE
SSIONAL ENG
INE
ER
No.
PE11500286
NT.IMAJ
NEB
STENGER 5/03/2019
HIG
H S
CH
OO
L R
OA
D
52nd STREET
6251 6247 6243
5181 61555190
5210
11+00
12+00
13+00
14+00
10+00
+55
+22
+69
+18
+47
S 6.67 Sys.
BR
+27
R1BM
57 Sys. BR 132 Sys.
Matc
hline Sta. 14+00 (See B
elo
w)
SB
SY
SW
SW
SW
SWSY
STA. 10+18
BEGIN PROJECT
PC-13
App. Ex. R/W App. Ex. R/W App. Ex. R/W
App. Ex. R/WApp. Ex. R/W
App.
Ex.
R/W
App.
Ex.
R/W
SR
AB
BA
52nd STREET
Matc
hline Sta. 20+00 (See N
ext Sheet)
AR
BO
R C
RE
EK D
R.
6155 6044 6038 6032
14+00
15+00
16+00
17+00
18+00
19+00
20+00
+60
+65
+05
+46
+44
+53
+38
+49
+31
+18
S6.67 Sys.
Matc
hline Sta. 14+00 (See A
bove)
BR 132 Sys.
BR
MA
435 Sys.
121 Sys.
+89
+38
R1 BM
R1 BM
52nd St Curb Ramp 6186
52nd St Curb Ramp 6189
44 Sys.
267 Sys.
SR
RA
D
D
+56
+04
SW SY
SWSW
SW
SWSY
CS
+33
BR
BRApp. Ex. R/W
App. Ex. R/W
App. Ex. R/W App. Ex. R/WApp. Ex. R/WApp.
Ex.
R/W
App. Ex. R/WApp. Ex. R/W
74
1"=20'
N/A
BTS MJS
PRF BTS
RESURFACING PLANS
52nd STREET
ST-19-104
220#/Sys. HMA Intermediate, Type C, 19.0 mm165#/Sys. HMA Surface, Type C, 9.5 mm on
R1 BM
MA Milling, ApproachBR HMA Base, Type C, 25.0 mm for Base Repairs
RA 165#/Sys. HMA for Approaches, Type C
S Sidewalk, Concrete, 4 IN.
SR Sidewalk, Concrete, Remove (All Types)
D Existing Storm Manhole
Existing Storm Inlet
Temporary Erosion Control: Inlet Protection
CS Clean Structure
Milling, Asphalt, 3.5 IN.
SW Line, Thermoplastic, Solid White, 4 IN.
SY Line, Thermoplastic, Solid Yellow, 4 IN.
SBStop Line, White, 24 IN.Transverse Marking, Thermoplastic,
7
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A Type A, Road Work Ahead, W20-1
B Type B, End Road Work, G20-2
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HORIZONTAL SCALE
VERTICAL SCALE
PROJECT NUMBER
SHEETS NUMBERCHECKED: CHECKED:
DESIGNED:
DESIGN ENGINEER
DRAWN:
DATE
RECOMMENDED
FOR APPROVAL:
N
34'
34'
105'
105'
63'
45'
41'
DEPARTMENT OF PUBLIC WORKS
INDIANAPOLIS
OF
REVISIONS
BYDESCRIPTIONDATEHNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERS
THE HNTB COMPANIES
INDIANAPOLIS, IN 46204
SUITE 1200
111 MONUMENT CIRCLE
RTGRE
S EED
STATE OF
ADN AN
PR
OFE
SSIONAL ENG
INE
ER
No.
PE11500286
NT.IMAJ
NEB
STENGER 5/03/2019
91st S
TR
EE
T
COLLEGE AVE.
91st S
TR
EE
T
COLLEGE AVE.
SW
SW
SW
SW
SY
SY
+03
+05
+40
+17
+28+31
91st S
TR
EE
T
91st S
TR
EE
T
CW1CW1
SB
SB
137+00
138+00
136+00
B
A
A
B
Detector Housing, Remove and Replace
SY Line, Thermoplastic, Solid Yellow, 4 IN.
SW Line, Thermoplastic, Solid White, 4 IN. SBStop Line, White, 24 IN.Transverse Marking, Thermoplastic,
Detector Loop, Circular, 6' x 6', Replace
CW1Crosswalk Line, White, 12 IN.Transverse Marking, Thermoplastic,
90249004
9106
9114 9120
702
RESURFACING PLANS
31 74
ST-19-104
1"=20'
N/A
BTS MJS
PRF BTS
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all_desig
n_inspection\c
ontracts\0
01 - rs-1
9-0
04\c
add\c
ds\7
0305-rd-s-pln
01.d
gn
Sheet4
0
bste
nger
91st STREET AND COLLEGE
A Type A, Road Work Ahead, W20-1
B Type B, End Road Work, G20-2
![Page 9: CITY OF INDIANAPOLIS PROJECT LOCATIONS …...THIS IS A PAVEMENT RESURFACING PROJECT. CENTERLINE CONTROL, MONUMENTATION OF CENTERLINE AND BENCHMARKS ARE NOT REQUIRED AND NOT PROVIDED](https://reader035.vdocuments.us/reader035/viewer/2022070903/5f63a4057e47df32c568f95f/html5/thumbnails/9.jpg)
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT NUMBER
SHEETS NUMBERCHECKED: CHECKED:
DESIGNED:
DESIGN ENGINEER
DRAWN:
DATE
RECOMMENDED
FOR APPROVAL: DEPARTMENT OF PUBLIC WORKS
INDIANAPOLIS
OF
REVISIONS
BYDESCRIPTIONDATE
X
X
X Top of Concrete
Top of Curb
Length of Segment CR Curb Ramp
S Sidewalk, Concrete
Detectable Warning Surface
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERS
THE HNTB COMPANIES
INDIANAPOLIS, IN 46204
SUITE 1200
111 MONUMENT CIRCLE
(DND) Do Not Disturb
RTGRE
S EED
STATE OF
ADN AN
PR
OFE
SSIONAL ENG
INE
ER
No.
PE11500286
NT.IMAJ
NEB
STENGER 5/03/2019
WM
GV
52ND ST. 52ND ST.
AR
BO
R C
RE
EK D
R.
AR
BO
R C
RE
EK D
R.
APPROXIMATE STA. 15+35, 30.3' LT
(NORTHWEST QUADRANT OF INTERSECTION)
52ND ST CURB RAMP 6189
APPROXIMATE STA. 16+42, 35.0' LT
(NORTHEAST QUADRANT OF INTERSECTION)
52ND ST CURB RAMP 6186
1
2 3
4
5
6
7
8
9
10
1112
1
2
3
4
5
6
7
8
9
10
11
12
802.46
802.53
802.54
802.62
802.69
802.61
803.06
802.98
803.62
803.70
804.70
804.62
Quantities Quantities
Spot Elevations
1
2
3
4
5
6
7
8
9
10
802.51
802.63
802.54
802.69
802.63
802.74
803.41
803.49
803.44
803.36
Spot Elevations
1
2
3
4
5 6
7
8
9
1011
13
803.44
803.24
11
12
13
14
15
16
17
18
19
12
14
15
16
17
18
19
21
20
802.63
10.8'
10.9'
9.8'
9.8'
3.8'
4.0'
8.0'
20
22
8.5'
23
22
21
4.0'
23
4.0'
S
S
CRCR
CR
16
18
19
20
2324
15
17
26
15
16
17
18
19
20
23
24
27
25
28
29
30
31
30
25
26
27
28
29
31
5.0'
5.0'
4.7'
4.0'
8.3'
8.3'
5.0'
803.12
21 22
14
13
804.34
13
14
21
22
32 4.7'
32
804.26 804.76
804.84
804.62
804.70804.12
804.20
803.11
803.19
1.5%
1.5
%
7.96%7.1
4%
7.6
6%
1.5%
1.5
%
Curb, Concrete - 27.0 LFTCurb and Gutter, Remove - 8.0 LFTDetectable Warning Surface 1.8 SYSSidewalk, Concrete, Remove - 14.8 SYSCurb Ramp, Concrete - 17.6 SYS
Curb, Concrete - 69.3 LFTCurb and Gutter, Remove - 6.0 LFTDetectable Warning Surface 1.2 SYSSidewalk, Concrete, Remove - 12.7 SYSCurb Ramp, Concrete - 14.9 SYS
CURB RAMP DETAILS52nd STREET
11 74
ST-19-104
1"=5'
N/A
BTS MJS
PRF BTS
curbs, and / or curb ramps.in areas disturbed during the construction of sidewalks,during and after construction. Contractor shall install sodding
Contractor shall ensure positive drainage is maintainedNote:
803.04
model:
file:
5/2/2
019 1
2:2
7:1
4 p
m
\\in
dw
00\2
89projects\7
0305-2
018_dp
w_on-c
all_desig
n_inspection\c
ontracts\0
01 - rs-1
9-0
04\c
add\c
ds\7
0305-rd-s-r
mp01.d
gn
Sheet1
MShaffer
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HORIZONTAL SCALE
VERTICAL SCALE
PROJECT NUMBER
SHEETS NUMBERCHECKED: CHECKED:
DESIGNED:
DESIGN ENGINEER
DRAWN:
DATE
RECOMMENDED
FOR APPROVAL: DEPARTMENT OF PUBLIC WORKS
INDIANAPOLIS
OF
REVISIONS
BYDESCRIPTIONDATEHNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERS
THE HNTB COMPANIES
INDIANAPOLIS, IN 46204
SUITE 1200
111 MONUMENT CIRCLE
RTGRE
S EED
STATE OF
ADN AN
PR
OFE
SSIONAL ENG
INE
ER
No.
PE11500286
NT.IMAJ
NEB
STENGER 5/03/2019
*
*
*
*
40'
Not To Scalemarking groupMeasured from center of pavement
Curb, ConcreteC
Sidewalk, Concrete, 4 IN.S
Legend
Stripe
10' Typ. 30' Typ.
Spacing
SW
TYPICAL LONGITUDINAL MARKINGS
See plans for details.or edge of pavement.
dimensions.travel and turn laneSee plan sheets for
4'
Min.
C StreetL
CROSSWALK / STOP BAR
Not To Scale
TYPICAL PAVEMENT MARKINGS
SW Line, Thermoplastic, Solid White, 4 IN.
BW Line, Thermoplastic, Broken White, 4 IN.
SY Line, Thermoplastic, Solid Yellow, 4 IN.
Line, Thermoplastic, Broken Yellow, 4 IN.
SBStop Line, White, 24 IN.Transverse Marking, Thermoplastic,
Crosswalk Line, White, 12 IN.Transverse Marking, Thermoplastic,
BY
Curb Ramp, Concrete
As applicable. See plan sheets for details.
Width V
aries 6'
Min.
MS Mulched Seeding
3:1
Max.
TIE-IN DETAIL
3:1 Max. GroundExisting
GroundExisting
Not To Scale
MS
cost of other items. See Technical Specifications.Note: Cost of mulched seeding to be included in
S
BW
SB
S
C
SURFACE RETROFIT DETAILDETECTABLE WARNING
2'-0"
Max.
Slope
50:1
DW Detectable Warning Surfaces, Retrofit
DWDW
Curb RampBlended Transition
Stripe
3' Typ.
12' Typ.
SpacingDW
Crosswalk Line, White, 24 IN.Transverse Marking, Thermoplastic,
CW1
CW2
DW Line, Thermoplastic, Dotted White, 4 IN.
LEFT TURN LANE MARKINGS
CW2
X
X
CONSTRUCTION DETAILS
69 74
ST-19-104
N/A
N/A
BTS MJS
PRF BTS
model:
file:
5/2/2
019 1
2:2
9:1
0 p
m
\\in
dw
00\2
89projects\7
0305-2
018_dp
w_on-c
all_desig
n_inspection\c
ontracts\0
01 - rs-1
9-0
04\c
add\c
ds\7
0305-rd-s-misc01.d
gn
Sheet1
MShaffer
![Page 11: CITY OF INDIANAPOLIS PROJECT LOCATIONS …...THIS IS A PAVEMENT RESURFACING PROJECT. CENTERLINE CONTROL, MONUMENTATION OF CENTERLINE AND BENCHMARKS ARE NOT REQUIRED AND NOT PROVIDED](https://reader035.vdocuments.us/reader035/viewer/2022070903/5f63a4057e47df32c568f95f/html5/thumbnails/11.jpg)
HORIZONTAL SCALE
VERTICAL SCALE
PROJECT NUMBER
SHEETS NUMBERCHECKED: CHECKED:
DESIGNED:
DESIGN ENGINEER
DRAWN:
DATE
RECOMMENDED
FOR APPROVAL: DEPARTMENT OF PUBLIC WORKS
INDIANAPOLIS
OF
REVISIONS
BYDESCRIPTIONDATEHNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERS
THE HNTB COMPANIES
INDIANAPOLIS, IN 46204
SUITE 1200
111 MONUMENT CIRCLE
RTGRE
S EED
STATE OF
ADN AN
PR
OFE
SSIONAL ENG
INE
ER
No.
PE11500286
NT.IMAJ
NEB
STENGER 5/03/2019
CONSTRUCTION DETAILS
70 74
ST-19-104
N/A
N/A
BTS MJS
PRF BTS
model:
file:
5/2/2
019 1
2:2
9:1
1 p
m
\\in
dw
00\2
89projects\7
0305-2
018_dp
w_on-c
all_desig
n_inspection\c
ontracts\0
01 - rs-1
9-0
04\c
add\c
ds\7
0305-rd-s-misc01.d
gn
Sheet4
MShaffer
![Page 12: CITY OF INDIANAPOLIS PROJECT LOCATIONS …...THIS IS A PAVEMENT RESURFACING PROJECT. CENTERLINE CONTROL, MONUMENTATION OF CENTERLINE AND BENCHMARKS ARE NOT REQUIRED AND NOT PROVIDED](https://reader035.vdocuments.us/reader035/viewer/2022070903/5f63a4057e47df32c568f95f/html5/thumbnails/12.jpg)
![Page 13: CITY OF INDIANAPOLIS PROJECT LOCATIONS …...THIS IS A PAVEMENT RESURFACING PROJECT. CENTERLINE CONTROL, MONUMENTATION OF CENTERLINE AND BENCHMARKS ARE NOT REQUIRED AND NOT PROVIDED](https://reader035.vdocuments.us/reader035/viewer/2022070903/5f63a4057e47df32c568f95f/html5/thumbnails/13.jpg)
![Page 14: CITY OF INDIANAPOLIS PROJECT LOCATIONS …...THIS IS A PAVEMENT RESURFACING PROJECT. CENTERLINE CONTROL, MONUMENTATION OF CENTERLINE AND BENCHMARKS ARE NOT REQUIRED AND NOT PROVIDED](https://reader035.vdocuments.us/reader035/viewer/2022070903/5f63a4057e47df32c568f95f/html5/thumbnails/14.jpg)
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