HomeMy WebLinkAboutL-703 Site DetailsOwner
Mechanical / Electrical / Plumbing Engineer
Civil Engineer
Architect / Landscape Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
30 S. Meridian Street, #1100
Indianapolis, Indiana 46204
Kite Realty Group
Republic Airways
Headquarters
12201 N. Meridian St.
Carmel, Indiana 46032
Structural Engineer
1717 E 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
McComas/O'donnell Naccarato
22014.000
9229 Delegates Row, Suite 150
Indianapolis, Indiana 46240
317-781-6200
Circle Design Group
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Kimley Horn
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
Republic Airways Holdings
815 East 65th Street, #200
Indianapolis, Indiana 46220
Pure Development
SITE DETAILS
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CROSS SLOPE
FLARE SLO
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VERTICAL CURB
CURB FLUSH WITH PAVEMENT
AND GUTTER LINE
CLEAR SPACE
CROSSWALK
MARKINGS
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RAMP
SIDEWALK OR OTHER
WALKABLE SURFACE
BUFFER OR OTHER
NON-WALKABLE SURFACE
1. ALL SLOPES ARE ABSOLUTE RATHER THAN RELATIVE TO THE SIDEWALK OR ROADWAY GRADE. SLOPES AT LEAST 0.50% LESS THAN THE
MAXIMUM ARE PREFERRED.
2. RAMP OR BLENDED TRANSITION: A RAMP OR BLENDED TRANSITION SHALL BE USED TO LOWER OR RAISE THE SIDEWALK TO CONNECT
WITH THE STREET OR HIGHWAY.
3. TURNING SPACE: A TURNING SPACE SHALL BE PROVIDED AT THE TOP OF A PERPENDICULAR RAMP, BOTTOM OF A PARALLEL RAMP, OR
WHERE THE PEDESTRIAN TRAVEL REQUIRES A CHANGE IN DIRECTION. A COMMON TURNING SPACE MAY BE SHARED BY ADJACENT RAMPS.
THE TURNING SPACE SHALL HAVE A MINIMUM CLEAR DIMENSION OF 4'-0" x 4'-0". WHERE THE TURNING SPACE IS CONSTRAINED AT THE
BACK OF THE SIDEWALK BY A CURB, RETAINING WALL, BUILDING, OR FEATURE OVER 2" IN HEIGHT, THE MINIMUM CLEAR DIMENSION SHALL
BE 4'-0" x 5'-0", WITH THE 5'-0" DIMENSION IN THE DIRECTION OF THE RAMP RUNNING SLOPE
4. FLARED SIDE: A FLARED SIDE SHALL BE USED ADJACENT TO A WALKABLE SURFACE. A FLARED SIDE MAY BE USED ADJACENT TO A
NON-WALKABLE SURFACE. A FLARED SIDE SHALL HAVE A MAXIMUM SLOPE OF 10.00% MEASURED PARALLEL TO THE BACK OF CURB.
5. RETURN CURB: A RETURN CURB IS PLACED PERPENDICULAR TO THE ROADWAY CURB. A RETURN CURB MAY BE USED ADJACENT TO A
NON-WALKABLE SURFACE. A RETURN CURB SHALL NOT BE USED ADJACENT TO A WALKABLE SURFACE.
6. CLEAR SPACE: A CLEAR SPACE SHALL BE PROVIDED BEYOND THE BOTTOM GRADE BREAK OF A CURB RAMP WHOLLY CONTAINED WITHIN
THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICULAR TRAVEL PATH. THE CLEAR SPACE SHALL HAVE A MINIMUM CLEAR
DIMENSION OF 4'-0" x 4'-0".
7. DETECTABLE WARNING SURFACE: A DETECTABLE WARNING SURFACE SHALL BE PLACED AT EACH STREET, HIGHWAY, OR RAILROAD
CROSSING. A DETECTABLE WARNING SURFACE SHALL EXTEND A MINIMUM OF 2'-0" IN THE DIRECTION OF PEDESTRIAN TRAVEL AND BE
PLACED THE ENTIRE WIDTH OF THE RAMP, BLENDED TRANSITION, OR TURNING SPACE. SEE PLANS AND SPECIFICATIONS FOR THE
SPECIFIC DETECTABLE WARNING SURFACE MATERIALS TO BE UTILIZED. "TACTILE WARNING SURFACE" SHALL BE SYNONYMOUS WITH
"DETECTABLE WARNING SURFACE."
8. RUNNING SLOPE: THE RUNNING SLOPE OF A RAMP, BLENDED TRANSITION, OR TURNING SPACE SHALL BE MEASURED PARALLEL TO THE
DIRECTION OF PEDESTRIAN TRAVEL.
8.1. A RUNNING SLOPE OF 2.00% OF LESS IS CONSIDERED LEVEL.
8.2. A RAMP SHALL HAVE A MAXIMUM RUNNING SLOPE OF 8.33% BUT SHALL NOT REQUIRE A RAMP LENGTH TO EXCEED 15'-0".
8.3. A BLENDED TRANSITION SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.00%.
8.4. A TURNING SPACE SHALL HAVE A MAXIMUM RUNNING SLOPE OF 2.00%.
9. WIDTH: UNLESS OTHERWISE NOTED, MINIMUM WIDTH OF A RAMP, BLENDED TRANSITION, OR TURNING SPACE, EXCLUDING FLARED SIDES
OR RETURN CURB, SHALL BE 4'-0".
10. GRADE BREAK: A GRADE BREAK AT THE TOP AND BOTTOM OF A RAMP, BLENDED TRANSITION, OR TURNING SPACE, SHALL BE
PERPENDICULAR TO THE RUNNING SLOPE. GRADE BREAKS SHALL NOT BE WITHIN THE RAMP, BLENDED TRANSITION, TURNING SPACE, OR
DETECTABLE WARNING SURFACE. GRADE BREAKS SHALL BE FLUSH. VERTICAL DISCONTINUITIES SHALL NOT BE GREATER THAN 1 2".
WHERE A DISCONTINUITY IS GREATER THAN 1 4" THE SURFACE SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1V:2H.
11.CROSS SLOPE EXCEPTIONS: THE CROSS SLOPE OF A RAMP, BLENDED TRANSITION, OR TURNING SPACE SHALL BE MEASURED
PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.
11.1.THE MAXIMUM CROSS SLOPE AT A PEDESTRIAN CROSSING WITHOUT YIELD OR STOP CONTROL SHALL BE 5.00%.
11.2.THE MAXIMUM CROSS SLOPE AT A PEDESTRIAN STREET CROSSING WITH YIELD OR STOP CONTROL SHALL BE 2.00%.
11.3.THE MAXIMUM CROSS SLOPE AT A MID-BLOCK CROSSING SHALL BE THE ESTABLISHED GRADE OF THE ADJACENT ROADWAY.
12. OBJECTS SUCH AS A UTILITY COVER, VAULT FRAME, AND GRATING SHALL BE PLACED OUTSIDE THE CURB RAMP.
13. CURB RAMPS SHALL BE PLACED WITHIN THE MARKED CROSSWALK AREA.
14.DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM A CURB RAMP TO PREVENT PONDING IN THE PATH OF PEDESTRIAN TRAVEL.
15.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD CURB RAMP DRAWINGS (CURRENT VERSION) FOR ADDITIONAL
INFORMATION.
CURB RAMP GENERAL NOTES:
CURB RAMP DRAWING INDEX:
TURNING SPACE
GRADE BREAK
RETURN CURB
DETECTABLE
WARNING SURFACE
GRADE BREAK
CURB RAMP DRAWING INDEX & GENERAL NOTES
3/8" 1'-0" L-703 P-22014-89
A5
3'-3 5 8"
913 16"1'-8" O.C.913 16"
4" 4"2'-10"SECTION:
PLAN:
1'-8" O.C. BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.)
STAINLESS-STEEL PIPE W/
POWDERCOAT FINISH; ORIENT
PER PLANS.
1'-103 8"
CLRR1
0
"
CL
BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.)
STAINLESS-STEEL PIPE W/
POWDERCOAT FINISH; ORIENT
PER PLANS.
FINISH GRADE (TOP OF PAVING)
SCHEDULED CONCRETE PAVING
PER PLANS AND DETAILS
THICKENED CONCRETE SLAB @
SIGN POST LOCATION
COMPACTED AGGREGATE BASE
PER CONCRETE PAVING DETAILS
12" DEPTH COMPACTED
SUBGRADE TO 95% STANDARD
PROCTOR
DETAIL | BICYCLE RACK LOOP @ CONC. PAVING (EMBEDDED)
1" 1'-0"5"2" 7" 4" A1
L-703
A1
L-703
DETAIL
POST INSTALLATION @
CONCRETE PAVING
DETAIL
POST INSTALLATION @
CONCRETE PAVING
C3
P-22014-118 L-703
DETAIL | POST INSTALLATION @ CONCRETE PAVING
6" 1'-0"
A A
NON-SHRINK
GROUT
JOINT SEALANT
(CLEAR)
ESCUTCHEON PLATE:
3 16" TYPE 316 STAINLESS-STEEL
PLATES W/ POWDERCOAT FINISH;
EDGES TO ALIGN AND BE FLUSH
W/ UNIT PAVING JOINTS
SIGN POST OR BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.) PIPE
FOR PARKING STALL ID SIGN
POST (BY OTHERS) OR 2 3 8" O.D.
SCHEDULE 40 PIPE FOR BICYCLE
RACK (SHOWN)
NOTES:
1. SUBMIT COMPLETE
SHOP DRAWINGS
FOR REVIEW PER
SPEC. 057300.
2. SET ESCUTCHEON
ON SILICONE
ADHESIVE BASE.
CONCRETE PER PLANS AND
DETAILS
SECTION:
35 8" BLOCK-OUT
VARIES12" VARIES 1 2"VARIES VARIES
116"
GAP
2" 2"
CL
SECTION A-A:CL4"4" 2" 2"2"2" ESCUTCHEON PLATE:
3 16" TYPE 316 STAINLESS-STEEL
PLATES W/ RADIUS EDGE AND
POWDERCOAT FINISH
SIGN POST OR BICYCLE RACK:
2"Ø SCHEDULE 40 (23 8" O.D.) PIPE
FOR PARKING STALL ID SIGN
POST (BY OTHERS) OR 2 3 8" O.D.
SCHEDULE 40 PIPE FOR BICYCLE
RACK (SHOWN)
116" GAP FOR POST CENTERED IN
COVER PLATE; FILL W/ CLEAR
JOINT SEALANT.
CONCRETE PAVING PER PLANS
1 2" 12"1 2" 1 2"R2
"
(4) STAINLESS-STEEL FLATHEAD
SCREWS (COUNTERSUNK)
A1
P-22014-121 L-703
SECTION | CONCRETE CURB (VERTICAL)
3/4" 1'-0"
BATTERED FACE
NOTES:
1. SEE DIVISIONS 31 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. TYPICAL EXPOSED CURB FACE IS 6", BUT INSTANCES OF MORE OR LESS EXPOSED
CURB FACE MAY BE REQUIRED. REFER TO GRADING PLANS FOR VARIANCES.
MAXIMUM EXPOSED CURB FACE SHALL BE 8".
3. CONCRETE CURB JOINTS:
3.1. SINGLE-ENTRY SAWCUT CONTRACTION JOINTS (1" DEPTH) LOCATED 10'-0" O.C.,
UNLESS NOTED OTHERWISE, SHALL BE PROVIDED.
3.2. CONTRACTION AND ISOLATION JOINTS SHALL ALIGN WITH SUCH JOINTS FOR
ADJOINING CONCRETE PAVING AS SHOWN ON PLANS. SEE FOR
ADDITIONAL INFORMATION.
6" 1'-8"6" 9" 4" 4"
COMPACTED SUBGRADE
COMPACTED CRUSHED STONE
BASE COURSE
ASPHALT (OR OTHER) PAVING
(REFER TO PLANS FOR TYPE)
6"L X 1 2"Ø JOINT DOWEL @ 24"
O.C.; DRILL HOLE IN CURB
CONCRETE 1 8" LARGER THAN
JOINT DOWEL DIAMETER TO
ALLOW FOR FREE MOVEMENT
ISOLATION JOINT, IF
APPLICABLE (REFER TO
"CONCRETE PAVING
JOINT DETAILS")CONCRETE CURB
A1 L-702 R2"6"CONCRETE (OR OTHER) PAVING
-OR- PLANTING AREA (REFER
TO PLANS)
1 4" EDGE RADIUS
L-703 P-22014-127
D1
DETAIL | TAPER @ CONCRETE CURB (VERTICAL)
3/4" 1'-0"
PLAN VIEW:
ELEVATION VIEW:
SLOPE DOWN
ISOMETRIC VIEW:
CURB TAPER
PER PLANPER PLAN
FLUSHFULL
HEIGHT
2'-0"6"CURB TAPER
PER PLANPER PLAN
FLUSHFULL
HEIGHT
2'-0"6" NOTES:
1. SEE DIVISION 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. CURB TAPER SHALL BE FORMED WITH ORIGINAL CONCRETE POUR AND FINISHED
CONCURRENT WITH OVERALL CURB FINISHING PROCESS. SAWCUTTING TO CREATE
CURB TAPERED SHALL NOT BE PERMITTED.
BACK OF CURB
TOP OF CURB
FACE OF CURB
CURB TAPER FROM
FULL HEIGHT CURB
TO FLUSH CURB
SEE PLANS FOR
MATERIALS
ADJACENT TO CURB
FLUSH CURB (TOP
OF CURB EVEN W/
ADJACENT
MATERIALS AT
FRONT/BACK OF
CURB)
FINISH GRADE
SEE PLANS FOR
MATERIALS
ADJACENT TO CURB
FACE OF CURB
TOP OF CURB
FACE OF CURB
TOP OF CURB
FULL HEIGHT CURB
TRANSITION CURB
NOSING RADIUS AS
REQUIRED FROM
R11 2" TO R1 4" (SEE
OTHER CURB
DETAILS FOR ADD'L
INFORMATION)
L-703 P-22014-180
A3
COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO.
NO OTHER USE, DISSEMINATION OR
DUPLICATION MAY BE MADE WITHOUT PRIOR
WRITTEN CONSENT OF RATIO. ALL COMMON
LAW RIGHTS OF COPYRIGHT AND OTHERWISE
ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-703
1 ADDENDUM #1 09/28/23
2 ADLS SUBMISSION 10/17/23
3/28/2024