CITY OF INDIANAPOLIS PROJECT LOCATIONS …...THIS IS A PAVEMENT RESURFACING PROJECT. CENTERLINE CONTROL, MONUMENTATION OF CENTERLINE AND BENCHMARKS ARE NOT REQUIRED AND NOT PROVIDED.

LOCATION MAP

NTS

PROJECT AREA

CITY OF INDIANAPOLIS

DEPARTMENT OF PUBLIC WORKS

1200 MADISON AVENUE,

SUITE 200

INDIANAPOLIS, IN 46225

CITY OF INDIANAPOLIS


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


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p

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10TH ST.

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16TH ST.

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RAWLES AVE.

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PROSPECT RD.

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POST RD.

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MITTHOEFER RD.

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CUMBERLAND RD.

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465

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MARION CO.

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HANCOCK CO.

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RAYMOND ST.

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FRANKLIN RD.

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BADE RD.

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CUMBERLAND RD.

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MITTHOEFER RD.

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TROY AVE.

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DAVIS RD.

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SENOUR RD.

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30TH ST.

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POST RD.

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FRANKLIN RD.

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GERMAN CHURCH

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SHADELAND AVE.

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21ST ST.

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OAKLANDON

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OAKLANDON

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MARION CO.

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HANCOCK CO.

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75TH ST.

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79TH ST.

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FOX RD.

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63RD ST.

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900 N.

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56TH ST.

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52ND ST.

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46TH ST.

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59TH ST.

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OAKLANDON

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HAGUE RD.

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59TH ST.

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71ST ST.

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82ND ST.

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SHAFTER RD.

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FALL CREEK

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71ST ST.

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75TH ST.

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SARGENT RD.

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FALL CREEK RD.

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INDIAN LAKE

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INDIAN LAKE BLVD.

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LAWRENCE

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CASTLETON

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GEIST

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RESERVOIR

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HANCOCK CO.

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MARION CO.

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32ND ST.

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38TH ST.

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GRAHAM RD.

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40

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o

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HENDRICKS CO.

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MARION CO.

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MORRIS

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ST.

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WASHINGTON

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ST.

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ROCKVILLE

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RD.

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RACEWAY

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RD.

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BRIDGEPORT

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RD.

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GIRLS SCHOOL

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RD.

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ST.

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HIGH SCHOOL

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RD.

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COUNTRY CLUB

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RD.

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INDIANAPOLIS

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INTERNATIONAL

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AIRPORT

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KOLLMAN

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RD.

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RD.

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SHELBY ST.

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p

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465

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SHERMAN DR.

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McFARLAND RD.

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STOP 11 RD.

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SMOCK PARK

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EMERSON AVE.

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SOUTHPORT RD.

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BANTA RD.

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EDGEWOOD AVE.

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EPLER RD.

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THOMPSON RD.

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GRAY RD.

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MERIDIAN ST.

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ARLINGTON AVE.

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(YEAR) RESURFACING OF (PROJECT NAME), WHICH INCLUDES (DESCRIPTION OF WORK).

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ST-XX-XXXX

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XX OF XX

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RECEIVED FOR PUBLIC BID

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DATE

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DAVID BORDEN, DEPUTY DIRECTOR - ENGINEERING DEPARTMENT OF PUBLIC WORKS

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NAME, PROJECT MANAGER - ENGINEERING DEPARTMENT OF PUBLIC WORKS

HORIZONTAL SCALE

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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


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

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3

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15 POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES.

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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

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HORIZONTAL SCALE

VERTICAL SCALE

PROJECT NUMBER


DESIGNED:

DESIGN ENGINEER

DRAWN:

DATE

RECOMMENDED


INDIANAPOLIS

OF

REVISIONS



THE HNTB COMPANIES


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

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PRF BTS

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MShaffer

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT NUMBER


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


INDIANAPOLIS

OF

REVISIONS



THE HNTB COMPANIES


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


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





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

model:

file:

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0305-rd-s-ts01.d

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Sheet1

bste

nger

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT NUMBER


DESIGNED:

DESIGN ENGINEER

DRAWN:

DATE

RECOMMENDED

FOR APPROVAL:

N

22'

21'

N

20'

35'

35'

35'

20'


INDIANAPOLIS

OF

REVISIONS



THE HNTB COMPANIES


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

model:

file:

5/2/2

019 1

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01.d

gn

Sheet1

bste

nger

A Type A, Road Work Ahead, W20-1

B Type B, End Road Work, G20-2

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT NUMBER


DESIGNED:

DESIGN ENGINEER

DRAWN:

DATE

RECOMMENDED

FOR APPROVAL:

N

34'

34'

105'

105'

63'

45'

41'


INDIANAPOLIS

OF

REVISIONS



THE HNTB COMPANIES


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


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

model:

file:

5/2/2

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2:2

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01.d

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Sheet4

0

bste

nger

91st STREET AND COLLEGE

A Type A, Road Work Ahead, W20-1

B Type B, End Road Work, G20-2

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT NUMBER


DESIGNED:

DESIGN ENGINEER

DRAWN:

DATE

RECOMMENDED


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


THE HNTB COMPANIES


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:

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4 p

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\\in

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01 - rs-1

9-0

04\c

add\c

ds\7

0305-rd-s-r

mp01.d

gn

Sheet1

MShaffer

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT NUMBER


DESIGNED:

DESIGN ENGINEER

DRAWN:

DATE

RECOMMENDED


INDIANAPOLIS

OF

REVISIONS



THE HNTB COMPANIES


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.


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

HORIZONTAL SCALE

VERTICAL SCALE

PROJECT NUMBER


DESIGNED:

DESIGN ENGINEER

DRAWN:

DATE

RECOMMENDED


INDIANAPOLIS

OF

REVISIONS



THE HNTB COMPANIES


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

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n_inspection\c

ontracts\0

01 - rs-1

9-0

04\c

add\c

ds\7

0305-rd-s-misc01.d

gn

Sheet4

MShaffer

CITY OF INDIANAPOLIS PROJECT LOCATIONS …...THIS IS A PAVEMENT RESURFACING PROJECT. CENTERLINE CONTROL, MONUMENTATION OF CENTERLINE AND BENCHMARKS ARE NOT REQUIRED AND NOT PROVIDED.

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