HomeMy WebLinkAboutRepublic_HotelAdd-ADLS _ARCH AND LA DWGS 9SECTION | 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 12"Ø JOINT DOWEL @ 24"
O.C.; DRILL HOLE IN CURB
CONCRETE 18" LARGER THAN
JOINT DOWEL DIAMETER TO
ALLOW FOR FREE MOVEMENT
ISOLATION JOINT, IF
APPLICABLE (REFER TO
"CONCRETE PAVING
JOINT DETAILS")CONCRETE CURBR2"
6"
CONCRETE (OR OTHER) PAVING
-OR- PLANTING AREA (REFER
TO PLANS)
14" EDGE RADIUS
L-703 P-RE1-36
A4
Owner
Civil Engineer
Mechanical / Electrical / Plumbing Engineer
Architect / Landscape Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO
REPUBLIC
HOTEL
ADDITION
12201 N. Meridian
Street
Carmel, Indiana
46032
Structural Engineer
Three Parkwood Crossing
450 East 96th Street, Suite 175
Indianapolis, IN 46240
317-580-0402
O'Donnell & Naccarato
24220.000
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Kimley Horn
9229 Delegates Row, #150
Indianapolis, Indiana 46240
CIRCLE DESIGN GROUP
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
Republic Airways Holdings
NOT FOR CONSTRUCTION
FOR REFERENCE ONLY
IT / Technology
1650 East 49th Street
Indianapolis, IN 46205
(317) 536-8000
DESIGN 27
Acoustics
114-A Washington Street
Norwalk, Connecticut 06854
(203) 838-4167
Jaffe Holden
SITE DETAILS
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
PROJECT NO.
SEAL | DATE
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.
L-703
1 100% DESIGN DEVELOPMENT 04/18/25
01/01/17
WIDTH
RUN
N
I
N
G
S
L
O
P
E
CROSS
S
L
O
P
E
FLARE SL
O
P
E
VERTICAL CURB
CURB FLUSH WITH PAVEMENT
AND GUTTER LINE
CLEAR SPACE
CROSSWALK
MARKINGS
COU
N
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E
R
S
L
O
P
E
CROSS
S
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P
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RU
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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 12".
WHERE A DISCONTINUITY IS GREATER THAN 14" 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-RE1-33
A6
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.) TUBE
FOR PARKING STALL ID SIGN
POST (BY OTHERS) OR 2 3 8" O.D.
SCHEDULE 40 TUBE 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"VARIES12"VARIES VARIES
116"
GAP
2"2"
CL
SECTION A-A:
CL
4"
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.) TUBE
FOR PARKING STALL ID SIGN
POST (BY OTHERS) OR 2 3 8" O.D.
SCHEDULE 40 TUBE FOR BICYCLE
RACK (SHOWN)
116" GAP FOR POST CENTERED IN
COVER PLATE; FILL W/ CLEAR
JOINT SEALANT.
CONCRETE PAVING PER PLANS
12"
12"
12"
12"
R
2
"
(4) STAINLESS-STEEL FLATHEAD
SCREWS (COUNTERSUNK)
E6
P-RE1-35L-703
SECTION | PLANTER CURB
1 1/2" = 1'-0"
VARIES
NOTES:
1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION
RELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING,
RESPECTIVELY.
ISOMETRIC VIEW @ CORNER:
7"
12"
3
1 2"
3 8" WIDE JOINT W/ 12" DEPTH
JOINT SEALANT AND BACKER
ROD, TYP. (SPEC. 079200)
COMPACTED STRUCTURAL SOIL
(SPEC. 329119) OR SIM.
CONCRETE PAVING WITH
THICKENED EDGE - SEE PLANS
(SPEC. 321316)
STAINLESS-STEEL MASONRY
DOWEL, MIN. (2) PER STONE
JOINT SEALANT W/ BACKER
ROD, TYP. (SPEC. 079200)
12" DEPTH MANUFACTURED
SOIL MIX (SPEC. 329119)
MORTAR SETTING BED
FINISH GRADE
2" DEPTH ORGANIC MULCH
(SPEC. 329300)
ARCHITECTURAL PRECAST
CONCRETE
(SPEC. 034500)
GEOTEXTILE
L-703 P-RE1-37
C4
DETAIL | PLANTER CURB (OPEN JOINT)
1 1/2" = 1'-0"
NOTES:
1.SUBMIT PRODUCT DATA AND SHOP DRAWINGS OF ALL ITEMS, INCLUDING SETTING
SHIM AND DOWEL ASSEMBLY, FOR REVIEW AS REQUIRED UNDER SECTIONS 044200
AND 055000.
35
8"
3
8"
6"
SECTION VIEW:
PLAN VIEW:
PE
R
P
L
A
N
6"
14 L
E
N
G
T
H
O
F
S
T
O
N
E
U
N
I
T
1/
2
L
E
N
G
T
H
O
F
S
T
O
N
E
U
N
I
T
14 L
E
N
G
T
H
O
F
S
T
O
N
E
U
N
I
T
VA
R
I
E
S
(
2
'
-
0
"
M
A
X
.
)
112"
112"112"
412"
412"
VA
R
I
E
S
112"
OPEN JOINT BETWEEN TOP OF
WALL AND STONE
CONCRETE PAVING PER
PLANS AND DETAILS
PRECAST ARCH. CONCRETE
PLANTER CURB
(SPEC. 034500)
14" THICK TYPE 304 STAINLESS
STEEL PLATE FOR SETTING
SHIM. APPLY 116" THICK
NEOPRENE RUBBER SHEET
(BLACK COLOR) AS A BEARING
PAD ON EACH SIDE OF SHIM.
TYPICAL 14" THICK TYPE 304
STAINLESS STEEL PLATE FOR
SETTING SHIM. APPLY 116"
THICK NEOPRENE RUBBER
SHEET (BLACK COLOR) AS A
BEARING PAD ON EACH SIDE
OF SHIM.
14" THICK TYPE 304 STAINLESS
STEEL PLATE FOR SETTING
SHIM
116" THICK NEOPRENE RUBBER
SHEET (BLACK COLOR) AS A
BEARING PAD ON EACH SIDE
OF SETTING SHIM.
STAINLESS STEEL MASONRY
DOWEL PER MANUFACTURER
RECOMMENDATIONS, TYP.
PRECAST ARCH. CONCRETE
PLANTER CURB
(SPEC. 034500)
112"
INTEGRAL DRIP EDGE
STAINLESS STEEL MASONRY
DOWEL PER MANUFACTURER
RECOMMENDATIONS, TYP.
INTEGRAL DRIP EDGE @ FULL
PERIMETER OF STONE UNIT
ORGANIC MULCH
(SPEC. 329300)
FINISH GRADE
PLANTING SOIL MIX
(REF: PLANTING PLANS)
4"
412"
412"
VA
R
I
E
S
2"
CONCRETE PAVING
L-703 P-RE1-39
D2
SECTION | SURFACE MOUNT BOLLARD
1" = 1'-0"
BOLLARD, SEE PLANS
PE
R
M
A
N
U
F
A
C
T
U
R
E
R
(3) 5
8" O.D. CONCRETE ANCHOR
ELEC. CONDUIT FOR LIT
BOLLARD WHEN APPLICABLE,
SEE PLANS
29 16"
5"5"612"
3"
8"
6"
CONCRETE PAVING,
SEE PLANS
CONC. PAVING INSTALLATION
L-703 P-RE-34
A2