Sidewalk Drawings.pdf
PDF 5 MB Posted
- Attached to
- Z1DA--Repair Exterior Sidewalks 583-26-505
- Solicitation number
- 36C25026B0029003
About this file
This document is a set of architectural and construction drawings for a repair and renovation project at the Richard L. Roudebush VA Medical Center located at 1481 W. 10th Street, Indianapolis, Indiana. The project, identified as 583-26-505, focuses on repairing exterior sidewalks and related infrastructure throughout the medical center campus.
The project scope includes removal and replacement of existing concrete sidewalks, curb ramps, curbs, and gutters at multiple locations around the facility. Key work activities involve demolition of damaged concrete elements, installation of new VA-compliant curb ramps with accessible design features, installation of detectable warning strips at key intersections, and removal and replacement of expansion joints and rail systems. The drawings specify concrete construction details including sidewalk composition (12-inch concrete walks with fibermesh, 4-inch #53 composite aggregate base, 95% compacted subgrade), joint specifications (doweled butt joints, expansion joints with bituminous filler), slope requirements (2.0% maximum unless noted otherwise), and ADA accessibility requirements. The project covers multiple areas including employee and patient parking garages, loading zones, and main building entries. General contractor requirements include field verification of all measurements prior to bidding, damage repair to existing landscaping, hydroseedng of bare areas within one foot of new concrete installations, and matching of new curb paint to existing colors. Drawings are provided at not-to-scale with detailed specifications for accessible ramp design, concrete joint details, detectable traffic warning systems, and sidewalk cross-sections.
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Other files
| File | Type | Posted |
|---|---|---|
| 583-26-505 Specs.pdf | ||
| Amendment 3.pdf |
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Text version
ST. MARGARET'S DR.
SLOW
ST
OP
SLOW
STOP
ST
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STOP
STOP
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VA MED. CENTER SIGN
ONE WAY ONE WAY ONE WAY ONE WAY
OXYGEN
TANKS
PICNIC
TABLES
MAIN ENTRY
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ENTRANCE
PATIENT/EMPLOYEE
ATRIUM ENTRANCE
(OVERHEAD)
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Not In Contract
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VAN
POLICE
PARKING
ONLY
POLICE
PARKING
ONLY
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
BUILDING #5 ENGINEERING DEPT.
RICHARD L. ROUDEBUSH VAMC
1481 W. 10TH STREET
INDIANAPOLIS. INDIANA
583-26-505
REPAIR EXTERIOR SIDEWALKS
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ESKENAZI HEALTH
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ESKENAZI HEALTH
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COOLING TOWERS
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(CHILLER PLANT)
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(STOARGE)
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(FISCAL)
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(ENG.)
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(POLICE)
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(ELEC. DIST.)
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(MAINT. SHOP)
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(OFFICES)
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BUILDING 24
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ADMIN. BLD.5
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BLD.5
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VA HOSPITAL
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BUILDING #1
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(B-WING)
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(A-WING)
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(C-WING)
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MRI
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(D-WING)
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(E-WING)
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PATIENT PARKING GARAGE
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RLR VAMC FORM 09-JD0227
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NORTH REFERENCE
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PLOT DATE:
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MAIN
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CAMPUS
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DRAWN BY:
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M. SOTO
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CAD DRAWING FILE LOCATION:
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PLOT DATE:
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MS
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CHIEF OF ENGINEERING: JAMES P. WALLACE
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TITLE PAGE
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REPAIR FACILITY PARKING
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LOTS AND SIDEWALKS
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SIDEWALK SIDEWALK
4" (TYP)
1" SCORED OR SAWCUT
CONTRACTION JOINT
4" DEEP SCORED JOINTS1
4" RADIUS (TYP.)
FORMED JOINTS ONLY
EXPANSION JOINT WITH
1/4 " BITUMINOUS JOINT
FILLER
NOTES:
6'
60" MAX. EXPANSION JOINT TO EXPANSION JOINT
#4 EPOXY COATED REBAR, SPACED
24" C / C, EPOXY SET WITH 6" EMBED.
2" WIDE EXPANSION JOINT WITH SEALANT
RESERVOIR AND SEAL 12" DEEP
D
EXISTING CONCRETE PAVEMENT
PROPOSED CONCRETE PAVEMENT
14" (MIN.)
EMBEDMENT LENGTH
6" (MIN.) EACH PANEL
d / 2
(M
IN
5/8" DRILLED HOLE INTO EXIST.
CONCRETE, 6" DEEP
NOTE:
DETECTABLE WARNINGS SHALL BE A CAST-IN-PLACE REPLACEABLE WARNING TILE SYSTEM FOR ALL AREAS WITH PROPOSED CONCRETE. FOR ALL AREAS NOT SCHEDULED FOR CONCRETE REPLACEMENT, THE DETECTABLE WARNING SHALL BE A SURFACE APPLIED DETECTABLE WARNING TILE SYSTEM. SET THE BOTTOM OF DOMES FLUSH WITH TOP OF FINISHED CONCRETE. THE PLATE COLOR SHALL BE "BRICK RED" TO MATCH EXISTING. SUBMIT COLOR CHART TO V.A. FOR SELECTION. FOLLOW MANUFACTURER RECOMMENDATIONS FOR BOTH INSTALLATIONS.
PLAN VIEW
VARIES, SEE PLAN
PAVED VEHICULAR WAY
PER MANUFACTURER'S STD
FIELD LEVEL MICRO-TEXTURE
DETAIL 1
CTSK. HOLES
0.25" DIA
1.
" D
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2.3 5"
1.670" DOMES O/C
1.
0"
1.400"
1.00"
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TRUNCATED DOME FASTENER LOCATION
TILE PLAN TILE SECTION
TRUNCATED DOME FASTENER LOCATION
AND AT CENTER OF TILE
BOSS AROUND PERIMETER
DETAIL 2
SECTION A-A
0.045" HIGH
R 0 .375"
90^ POINTS
0.
8"
1.40"
1.800"
0.90"
0.50"
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1" 0.
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AT TILE PERIMETER
INSTALLATION DETAIL
NOT TO SCALE
0.
1.67" NOM. TYP.
0.45" 0.45"
0.
5"
SYSTEM TYPICAL THROUGHOUT
SOUND-ON-CANE AMPLIFYING
0.03" x 0.875" DIA. TYP.
@ 1.5"/1.75" O/C OFFSET
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10 POINTS @
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APPLY ARMOR-BOND (PART NO.
ADA-B125) STRUCTURAL
ADHESIVE AT PERIMETER AND
THROUGH CENTER OF TILE
EACH WAY ON BOSSED AREAS.
APPLY ARMOR-SEAL (PART NO.
ADA-S125) PERIMETER SEALANT AT
PERIMETER OF TILE AFTER INSTALLING
FASTENERS. TOOL SMOOTH TO BLEND
TILE EDGE WITH ADJACENT SURFACE.
0.25" X 1.5" LG COLOR
MATCHED EXPANSION ANCHOR
(PART NO ADA-F406-**)
DRILL 0.25" HOLE
TO 3.5" DEEP
0.25" DIA CTSK. HOLES
(TYP 6 LOCATIONS, VERIFY
BASED ON SIZE OF TILE) 1.
0"
2.50" WIDE X 0.03" DEEP BOSS AT
UNDERSIDE OF TILE FOR STRUCTURAL
ADHESIVE AT PERIMETER
5'-0" MIN.
COARSE BROOM
FINISH. SCORED TO
MATCH EXISTING
6" VERTICAL CURB
AS REQUIRED TO
MEET 5% MAX.
SLOPE OR 6'-0"
MIN.
CONC. SIDEWALK
FLARED EDGES WHERE SHOWN
12"
6" VERTICAL CURB,
12"
6"
CAST-IN-PLACE REPLACEABLE
DETECTABLE TRAFFIC WARNING
SYSTEM
6"
SLOPE5% MAX.
5'-0" MIN.LEVEL L
ANDING LANDING DEPTH
U.N.O.
GENERAL NOTES:
1. CONTRACTOR SHALL CONDUCT
SPOT ELEVATIONS AND VERIFY IN
FIELD ALL EXISTING CONDITIONS AND
MATCH DIMENSIONS TO ALIGN WITH
ADJACENT CONSTRUCTION.
2. FINISH SHALL BE COURSE BROOM
OR TO MATCH ADJACENT EXISTING
CONSTRUCTION.
FINISH
GRADE
5 12" CONC. WALK W/ FIBERMESH, TYP.
4", #53 COMP. AGGREGATE, TYP.
SLOPE: 2.0% MAX
UNLESS PLAN NOTES
OTHERWISE
95% COMPACTED
SUBGRADE, TYP.
VARIES SEE PLAN 6x6 W2.9xW2.9 WWF @ MIDPOINT, TYP.
FINISH
GRADE
5- 1/
2" 4"
-3
/4
6"
6"
JOINTS:
PROVIDE WEAKNESS JOINTS EVERY 10 LF.
PROVIDE CONTROL JOINTS AT THE END
OF EVERY POUR AND EVERY 50 LF OF
CURB.
1" RADII
ASPHALT PAVEMENT
95% COMPACTED SUB-GRADE
MATCH SLOPE WITH PAVEMENT.
GUTTER SHALL REVERSE SLOPE WHERE
PAVEMENT GRADE SLOPES AWAY FROM CURB
TACK COAT WHERE ASPHALT ABUTS
F.
V.
F.V.
NOTE: CONTRACTOR SHALL FIELD
VERIFY EXISTING CONDITIONS AND
MATCH DIMENSIONS TO ALIGN WITH
ADJACENT CONSTRUCTION.
GRANULAR BASE
2" RADII
FIE
LD
V
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IFY
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
BUILDING #5 ENGINEERING DEPT.S:\Architectural\Engineering CADD Control Center\(A) Asbuilts\Bldg_1_Current Asbuilts
C100 C100 C100
C100 C100
C100
2 3
ACCESSIBLE CURB RAMP DOWELED BUTT JOINT CONCRETE JOINTS
DETECTABLE TRAFFIC WARNING
C100
5ACCESSIBLE RAMP SIDEWALK DETAILS
CURB AND GUTTER
NTS
NTS
NTSNTS
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DETAILS
SCALE: NOT TO SCALEC-100
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2% SLOPE MAX.
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SIDEWALK
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SIDEWALK
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5% SLOPE MAX.
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5% SLOPE MAX.
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5% SLOPE MAX.
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SIDEWALK
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TAPERED CURB, FLUSH WITH RAMP SURFACE
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COARSE BROOMED FINISH
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TRUNCATED DOMES
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TAPERED CURB, FLUSH WITH RAMP SURFACE
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COARSE BROOMED FINISH
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1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURBOR OTHER ADJACENT STRUCTURES.EXPANSION JOINTS SHALL BE EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURBOR OTHER ADJACENT STRUCTURES.EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURBOR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE.ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15'[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15'[4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FORTHE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FORTHE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITHA FINE BRUSH IN A TRANSVERSE DIRECTION. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITHA FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.
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RLR VAMC FORM 09-JD0227
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NORTH REFERENCE
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PLOT DATE:
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CAMPUS
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DETAILS
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DRAWN BY:
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N,BOYD
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REPAIR FACILITY PARKING LOTS
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PLOT DATE:
AutoCAD SHX Text 12/2/2025
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MS
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CHIEF OF ENGINEERING: JAMES P. WALLACE
AND SIDEWALKS
SLOW
ST
OP
SLOW
STOP
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OP
STOP
EN
TE
R
EN
TE
R
ST
OPSTOP
MOTORCYCLE PARKING
GOVERNMENT VA TRUCKS
POLICE CARS
GOVERN. TRANPORT. VEHICLES
I-LOT
PORTO ALLEG
RE ST.
DR. HARVEY MIDDLETON WAY
STATION
FUEL
DOCK
SERVICE
H-LOT
H-LOT
I-LOT
I-LOT
ENTRANCE
PATIENT/EMPLOYEE
DEMOLITION NOTES
INSTALLATION NOTES
GENERAL NOTES
CONCRETE
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
BUILDING #5 ENGINEERING DEPT.
CONTRACTOR SHALL REMOVE EXISTING CONCRETE RAMP WITH
FLARED EDGES AND GUTTERS IN ITS ENTIRETY. THE CONTRACTOR
SHALL CUT AND REMOVE AS MUCH CONCRETE AS REQUIRED TO
INSTALL A NEW CONCRETE RAMP AS SPECIFIED IN THE INSTALLATION
NOTES.
CONTRACTOR SHALL REMOVE OR SAW EXISTING CONCRETE SIDEWALK
AT EXISTING JOINTS
CONTRACTOR SHALL REMOVE EXISTING CURB TO EXISTING JOINT.
ASPHALT WILL BE REMOVED AS NEEDED TO PLACE NEW CURB. WATER
VALVES SHALL BE PROTECTED
CONTRACTOR SHALL PROVIDE NEW VA COMPLIANT CURB RAMP IN LINE WITH THE
EXISTING CROSSWALK. CONTRACTOR SHALL ENSURE SLOPES, SLAB HEIGHT, CURBS
AND EDGES MATCH WITH EXISTING CURBS AND SIDEWALK THAT REMAIN.
CONTRACTOR SHALL REPLACE SIDEWALK TO ENSURE NEW SIDEWALK MATCHES
EXISTING SIDEWALKS AND CURBS.
CONTRACTOR SHALL INSTALL NEW CURB MATCHING THE ALIGNMENT OF THE
EXISTING CURBS. ADJUST VALVE BOX TO MATCH NEW ELEVATION. NEW MATERIAL OR
COVER SHALL BE CAST IRON OR OTHER MATERIAL APPROVED BY THE COR. MULCH
SHALL BE PROVIDED BY THE CONTRACTOR TO MATCH EXISTING LANDSCAPING.
SIDEWALK AND RAMP REPAIR
SCALE: NOT TO SCALEC-101
LEGEND
1 1
CONTRACTOR SHALL REMOVE EXISTING EXPANSION JOINT ON THE 5TH
FLOOR.4
WATER VALVES
TO BE ADJUSTED
R=8'
1. CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING CONCRETE OR
LANDSCAPING THAT OCCURS DURING THE DEMOLITION AND INSTALLATION.
2. THE CONTRACTOR SHALL HYDROSEED GRASS SEED ANY BARE AREAS WITHIN
1 FOOT OF THE NEW CONCRETE INSTALLATION.
3. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS PRIOR TO BIDDING.
4. REFER TO THE DETAILS AND THE ABA FOR ADDITIONAL INFORMATION
5. CONTRACTOR SHALL PAINT CURBS TO MATCH EXISTING COLOR
CONTRACTOR SHALL INSTALL NEW EXPANSION JOINT ON THE 5TH FLOOR OF THE
EMPLOYEE GARAGE. EXISTING EXPANSION JOINT IS APPROXIMATELY 55' X 14" WITH A
6" GAP. CONTRACTOR SHALL FIELD VERIFY BEFORE ORDERING MATERIAL. AN
ADDITIONAL 3' EXPANSION JOINT MAY NEED TO BE REMOVED AND INSTALLED TO
INSTALL JOINT
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COOLING TOWERS
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(CHILLER PLANT)
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(FISCAL)
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(POLICE)
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(ELEC. DIST.)
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(MAINT. SHOP)
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BUILDING 24
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(EMPLOYEE PARKING GARAGE)
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VA HOSPITAL
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AutoCAD SHX Text 583-26-505
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AutoCAD SHX Text Approved: Project Director
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AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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RLR VAMC FORM 09-JD0227
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NORTH REFERENCE
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PLOT DATE:
AutoCAD SHX Text C-101
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CAMPUS
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DRAWN BY:
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M. SOTO
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CAD DRAWING FILE LOCATION:
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PLOT DATE:
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MS
AutoCAD SHX Text Engineering and Facilities Management Services
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CHIEF OF ENGINEERING: JAMES P. WALLACE
AutoCAD SHX Text
SIDEWALK AND RAMP REPAIR PLAN
AutoCAD SHX Text 12/2/2025
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SOUTHWEST QUADRANT
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SIDEWALK AND RAMP REPAIR PLAN
SOUTHWEST QUADRANT
ST. MARGARET'S DR.
ST
OP
STOP
STOP ST
OP
PROPERTY LINE
MOTORCYCLE PARKING
PATIENT UNLOADING / LOADING PARKING AREA
ONE WAY ONE WAY
ONE WAY ONE WAY
WALKWAY
STATION
FUEL
DOCK
SERVICE
I-LOT
C-LOT
E-LOT
D-LOT
I-LOT
ENTRANCE
PATIENT/EMPLOYEE
DEMOLITION NOTES
INSTALLATION NOTES
GENERAL NOTES
1. CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING CONCRETE OR
LANDSCAPING THAT OCCURS DURING THE DEMOLITION AND INSTALLATION.
2. THE CONTRACTOR SHALL HYDROSEED GRASS SEED ANY BARE AREAS WITHIN
1 FOOT OF THE NEW CONCRETE INSTALLATION.
3. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS PRIOR TO BIDDING.
4. REFER TO THE DETAILS AND THE ABA FOR ADDITIONAL INFORMATION
5. CONTRACTOR SHALL PAINT CURBS TO MATCH EXISTING COLOR
CONCRETE
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
BUILDING #5 ENGINEERING DEPT.
CONTRACTOR SHALL REMOVE EXISTING CONCRETE RAMP WITH
FLARED EDGES IN ITS ENTIRETY. THE CONTRACTOR SHALL CUT AND
REMOVE AS MUCH CONCRETE AS REQUIRED TO INSTALL A NEW
CONCRETE RAMP AS SPECIFIED IN THE INSTALLATION NOTES.
CONTRACTOR SHALL REMOVE OR SAW EXISTING CONCRETE
SIDEWALK AND CURBS AND GUTTERS AT EXISTING JOINTS
CONTRACTOR SHALL PROVIDE NEW VA COMPLIANT CURB RAMP IN LINE WITH THE
EXISTING CROSSWALK. CONTRACTOR SHALL ENSURE SLOPES, SLAB HEIGHT, CURBS
AND GUTTERS EDGES MATCH WITH EXISTING CURBS AND SIDEWALK THAT REMAIN.
CONTRACTOR SHALL PROVIDE NEW SIDEWALK. THE NEW SIDEWALK SHALL MATCH
TIE INTO THE EXISTING FIELD CONDITIONS
CONTRACTOR SHALL INSTALL NEW CURB MATCHING THE ALIGNMENT AND SIZE OF
THE EXISTING CURBS.
4 CONTRACTOR TO PROVIDE VA COMPLIANT NEW CURB RAMP. CONTRACTOR TO
ENSURE SLOPES, SLAB HEIGHT, CURBS AND EDGES MATCH WITH EXISTING CURBS
AND SIDEWALK.
SIDEWALK AND RAMP REPAIR
SCALE: NOT TO SCALEC-102
LEGEND
1 1
1 1
CONTRACTOR SHALL REMOVE OR SAW EXISTING CONCRETE CURBS
AT EXISTING JOINTS3
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VA HOSPITAL
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BUILDING #1
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AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
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AutoCAD SHX Text Checked
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AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
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ADDRESS:
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PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text 6"
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AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text 6"
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text one quarter inch = one foot
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RLR VAMC FORM 09-JD0227
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NORTH REFERENCE
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PLOT DATE:
AutoCAD SHX Text C-102
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CAMPUS
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DRAWN BY:
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CAD DRAWING FILE LOCATION:
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PLOT DATE:
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MS
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CHIEF OF ENGINEERING: JAMES P. WALLACE
AutoCAD SHX Text
SIDEWALK AND RAMP REPAIR PLAN
AutoCAD SHX Text 12/2/2025
AutoCAD SHX Text 583-26-505
AutoCAD SHX Text
M. SOTO
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SOUTHEAST QUADRANT
AutoCAD SHX Text
SIDEWALK AND RAMP REPAIR PLAN
SOUTHEAST QUADRANT
STOP
A-LOT
A-LOT
ONE WAY ONE WAY
ONE W
AY
ONE W
AY
MAIN ENTRY
B-LOT
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
VA
N
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
BUILDING #5 ENGINEERING DEPT.
DEMOLITION NOTES
INSTALLATION NOTES
GENERAL NOTES
CONTRACTOR SHALL REMOVE EXISTING CONCRETE RAMP WITH
FLARED EDGES IN ITS ENTIRETY. THE CONTRACTOR SHALL CUT AND
REMOVE AS MUCH CONCRETE AS REQUIRED TO INSTALL A NEW
CONCRETE RAMP INCLUDING THE STEM WALL AS SPECIFIED IN THE
INSTALLATION NOTES.
CONTRACTOR SHALL REMOVE EXISTING CONCRETE RAMP, SIDEWALKS
AND CURB AND GUTTER IN ITS ENTIRETY. THE CONTRACTOR SHALL
CUT AND REMOVE AS MUCH CONCRETE AS REQUIRED TO INSTALL A
NEW CONCRETE RAMP AS SPECIFIED .
CONTRACTOR SHALL REMOVE THE EXISTING BICYCLE RACKS BEFORE
REMOVING CONCRETE SIDEWALK. SIDEWALK SHALL BE REMOVED OR
SAWCUT AT EXISTING JOINTS
CONTRACTOR SHALL REMOVE EXISTING RAIL SYSTEM IN ITS ENTIRETY.
LOOSE AND BROKEN CONCRETE SHALL BE SAWCUT AND REMOVED
CONTRACTOR SHALL PROVIDE NEW CURBS RAMPS, SIDEWALK, AND CURB AND
GUTTERS. THE NEW SIDEWALK, CURB AND GUTTERS, AND RAMPS SHALL MATCH THE
EXISTING PARKING STRIPES WITH VA COMPLIANT RAMPS.
CONTRACTOR SHALL PROVIDE NEW CURBS RAMPS, SIDEWALK, STEM WALL REPAIR,
AND CURB AND GUTTERS. THE NEW SIDEWALK, CURB AND GUTTERS, AND RAMPS
SHALL MATCH THE EXISTING PARKING STRIPES WITH VA COMPLIANT RAMPS.
4 INSTALL NEW RAILING SYSTEM (SAP- SERIES 5C) AND REPAIR DAMAGED CONCRETE
AS NEEDED
SIDEWALK AND RAMP REPAIR
SCALE: NOT TO SCALEC-103
4 LEGEND
CONCRETE
5 RETROFIT SIDEWALK TO INSTALL DETECTABLE WARNING STRIPS
8'
DETECTABLE WARNING STRIPS
1. CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING CONCRETE OR
LANDSCAPING THAT OCCURS DURING THE DEMOLITION AND INSTALLATION.
2. THE CONTRACTOR SHALL HYDROSEED GRASS SEED ANY BARE AREAS WITHIN
1 FOOT OF THE NEW CONCRETE INSTALLATION.
3. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS PRIOR TO BIDDING.
4. REFER TO THE DETAILS AND THE ABA FOR ADDITIONAL INFORMATION
5. CONTRACTOR SHALL PAINT CURBS TO MATCH EXISTING COLOR
***BOLTS SHALL BE ONLY BE INSTALLED
THROUGH TOPPINGSLAB AND NOT BE
INSERTED INTO FOUNDATION BELOW
CONTRACTOR SHALL PROVIDE NEW SIDEWALKS. SIDEWALKS SHALL MATCH EXISTING
GRADES AND MATCH EXISTING FIELD CONDITIONS.
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VA HOSPITAL
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BUILDING #1
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AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
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AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
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PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
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AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
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NORTH REFERENCE
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PLOT DATE:
AutoCAD SHX Text C-103
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CAMPUS
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DRAWN BY:
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CAD DRAWING FILE LOCATION:
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PLOT DATE:
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MS
AutoCAD SHX Text Engineering and Facilities Management Services
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CHIEF OF ENGINEERING: JAMES P. WALLACE
AutoCAD SHX Text
SIDEWALK AND RAMP REPAIR PLAN
AutoCAD SHX Text 12/2/2025
AutoCAD SHX Text 583-26-505
AutoCAD SHX Text
M. SOTO
AutoCAD SHX Text
REPAIR EXTERIOR SIDEWALKS
NORTHEAST QUADRANT
STOP
SL
OWSLOW
STOP
K-LOT
A-LOT
A-LOT
PORTO ALLEGRE ST.
PORTO ALLEGRE ST.
ONE WAY
VA
N
VA
N
VA
N
VA
N
VA
N
VAN
VAN
VAN
VANVANVAN
VANVANVAN
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
BUILDING #5 ENGINEERING DEPT.
DEMOLITION NOTES
INSTALLATION NOTES
GENERAL NOTES
CONTRACTOR SHALL REMOVE EXISTING CONCRETE RAMP WITH
FLARED EDGES IN ITS ENTIRETY. THE CONTRACTOR SHALL CUT AND
REMOVE AS MUCH CONCRETE AS REQUIRED TO INSTALL A NEW
CONCRETE RAMP AS SPECIFIED IN THE INSTALLATION NOTES.
CONTRACTOR SHALL PROVIDE NEW VA COMPLIANT CURB RAMP IN LINE WITH THE
EXISTING CROSSWALK. CONTRACTOR SHALL ENSURE SLOPES, SLAB HEIGHT, CURBS
AND EDGES MATCH WITH EXISTING CURBS AND SIDEWALK THAT REMAIN.
CONTRACTOR SHALL PROVIDE NEW CURBS RAMPS, SIDEWALK, AND CURB AND
GUTTERS. THE NEW SIDEWALK, CURB AND GUTTERS, AND RAMPS SHALL MATCH THE
EXISTING PARKING STRIPES WITH VA COMPLIANT RAMPS.
SIDEWALK AND RAMP REPAIR
SCALE: NOT TO SCALEC-104
LEGEND
CONCRETE
1 2
1. CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING CONCRETE OR
LANDSCAPING THAT OCCURS DURING THE DEMOLITION AND INSTALLATION.
2. THE CONTRACTOR SHALL HYDROSEED GRASS SEED ANY BARE AREAS WITHIN
1 FOOT OF THE NEW CONCRETE INSTALLATION.
3. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS PRIOR TO BIDDING.
4. REFER TO THE DETAILS AND THE ABA FOR ADDITIONAL INFORMATION
5. CONTRACTOR SHALL PAINT CURBS TO MATCH EXISTING COLOR
3 INSTALL NEW RAILING SYSTEM (SAP- SERIES 5C) AND REPAIR DAMAGED CONCRETE
AS NEEDED
CONTRACTOR SHALL REMOVE EXISTING RAIL SYSTEM IN ITS ENTIRETY.2
AutoCAD SHX Text
VA HOSPITAL
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BUILDING #1
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AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
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PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
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NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text C-104
AutoCAD SHX Text
CAMPUS
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DRAWN BY:
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CAD DRAWING FILE LOCATION:
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PLOT DATE:
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MS
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
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AutoCAD SHX Text N
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AutoCAD SHX Text A
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AutoCAD SHX Text
CHIEF OF ENGINEERING: JAMES P. WALLACE
AutoCAD SHX Text
SIDEWALK AND RAMP REPAIR PLAN
AutoCAD SHX Text 12/2/2025
AutoCAD SHX Text 583-26-505
AutoCAD SHX Text
M. SOTO
AutoCAD SHX Text
REPAIR EXTERIOR SIDEWALKS
NORTHWEST QUADRANT
| Sheets and Views |
| Sidewalk Drawings-Main |
| Sidewalk Drawings-C100-Details |
| Sidewalk Drawings-C-Southwest Quadrant |
| Sidewalk Drawings-C- Southeast Quadrant |
| Sidewalk Drawings-C- Northeast Quadrant |
| Sidewalk Drawings-C- Northwest Quadrant |
File details come from the government source that posted it. Updated .