HomeMy WebLinkAbout170043003_CG-West-Lawn_L600_Site Details1
These Drawings and Specifications, and all copies
thereof are and shall remain the property and
copyright of the Landscape Architect. They shall
be used only with respect to this Project and are
not to be used on any other Project or Work
without prior written permission from the
Landscape Architect.
Sheet No:
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Date:
Project No:
Drawn by:
Checked by:
24-1829
KM/SS
FP
03/21/2025
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L600
CONCRETE JOINTING
Not to Scale
SAWN CONTROL JOINT
EXPANSION JOINT AT PAVEMENT SLAB
3/8" deep, typ
Heel-grade sealant, Refer to Specs.
1/8" r.
NOTE:
1)Refer to Plan Drawing For Locations of Control and Expansion Joints.
2)Provide Expansion Joints at Intersections with Existing Sidewalks, between Walks and Building Slabs, between Pours,
and at other Points Indicated on the Drawings.
3)Expansion Joint Material shall be "Zip-Strip" Expansion Material with Removable Cap by Greenstreak or Approved Equal.
4)Confirm Joint Locations in Field with Landscape Architect.
1/4"
3/8"
1/3" Slab Thickness
CHAMFER SAWN CONTROL JOINT
1/4"
Straight, True Sawn Joint
Sawn Chamfer
1/3" Slab Thickness
3/8"
#5 smooth bar 12" long
18" o.c., centered in slab, grease one end.
Finish Grade
Finish Grade
Finish Grade
Straight, True Sawn Joint
Varies (See Layout Plan)
Compacted Subgrade Compacted #53 Aggregate
8"
HEAVY DUTY CONCRETE
Not to Scale
8"
NOTES:
1. Provide expansion joints at intersection with another sidewalk, between walks and building
slabs, and at other points as indicated on the drawings.
2. Refer to plan drawings for locations of control and expansion joints.
4,000 psi Concrete, reinforced with
synthetic fibers. See Specifications
CONCRETE PAVEMENT
Not to scale
4,000 psi Concrete, reinforced with
synthetic fibers. See Specifications
Finish
Grade
4" Compacted #53 Crushed Stone
Varies (See Plan Sheets)
5"
Compacted Subgrade
NOTES:
1.INTEGRAL COLOR, COLOR RELEASE / STAINING, AND STAMP FINISHES PER CONCRETE TYPE:
1.1.TYPE 1 (P01):
1.1.1.STANDARD DUTY, STANDARD CONCRETE COLOR
1.1.2.MEDIUM BROOM FINISH
1.2.TYPE 2 (P02):
1.2.1.INTEGRAL COLOR A - CHROMIX C37 "SUNBAKED CLAY" OR UNI-MIX U31 WEATHERED TERRA COTTA BY SIKA
1.2.2.COLOR RELEASE/STAINING: WALNUT RELEASE
1.2.3.STAMP FINISH: ENGLISH RIVENSTONE SIKASTAMP BY SIKA
1.4.TYPE 3 (P03 & P04):
1.4.1.INTEGRAL COLOR A - CHROMIX C73 "SUNBAKED CLAY" OR UNI-MIX U31 WEATHERED TERRA COTTA BY SIKA
1.4.2.SAND RELEASE FINISH
1.4.TYPE 4 (P05 & P06):
1.4.1.INTEGRAL COLOR B - CHROMIX C235 "AUTUMN BEIGE" BY SCOFIELD (SIKA)
1.4.2.SAND RELEASE FINISH
2.SEE SPECIFICATION 321316 "CONCRETE PAVING" FOR ADDITIONAL INFORMATION.
3.SEE PLAN DRAWINGS FOR LOCATIONS OF CONTROL AND EXPANSION JOINTS. SEE DETAIL 3, THIS SHEET FOR JOINT
DETAILS.
6"
1'
-
6
"
6"
Reinforce with synthetic fibers.
See Specifications.
Compacted Subgrade
CONCRETE POST CURB
Scale: 1"=1'-0"
1" Rad.
Top of
Pavement
Provide a 15° transition
at both ends of curb.
1
5
°
6"
1'-10"
NOTES:
1. Curb shall have 12" expansion joints at 40'-0" max,
control joints at 8'-0" max. unless otherwise noted.
2. Control joints shall be cut 14" depth of total thickness
of slab.
3. Fiber additive: Virgin nylon fibers, 3 4" length, Nycon by
Nycon Inc., or Forta Nylon by Forta Corporation, added
at the batch plant at 1 lb. per cu. yd. of concrete.
6"
6"
1'
-
0
"
4
5
°
6"
6"
5"
1" Rad.Control Joint
1 4"/Ft. Slope
Top of
Pavement
Concrete, reinforced with synthetic
fibers. See Specifications
Compacted Aggregate #53
4"
Compacted Subgrade
NOTES:
1. Curb shall have 12" expansion joints at 40'-0" max, control joints at 8'-0" max. unless
otherwise noted.
2. Control joints shall be cut 14" depth of total thickness of slab.
3. Fiber additive: Virgin nylon fibers, 3 4" length, Nycon by Nycon Inc., or Forta Nylon by
Forta Corporation, added at the batch plant at 1 lb. per cu. yd. of concrete.
INTEGRAL CONCRETE CURB & WALK
Scale: 1"=1'-0"
CURB, FLUSH 6"
Scale: 3/4" = 1'-0"
NOTES:
1.Curb shall have 1 2" expansion joints at 40'-0" max, control joints at
8'-0" max. unless otherwise noted. See Plans for jointing layout.
2.Control joints shall be cut 1 4 depth of total thickness of slab.
6"Top of adjacent
pavement
#4 Rebar 12"
O.C., both ways1'
-
6
"
4000 PSI
Concrete
R
1
/
4
"
Adjacent Asphalt
1 2" Sealed expansion joint
w/ 1
2" x 12" long epoxy
coated rod, 18" O.C.
2
3
4
6
7
5
CURB RAMP DRAWING INDEX & GENERAL NOTES
Scale: 1/4" = 1'-0"
WIDTH
RUN
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CROSS SLOPE
FLARE SLOPE COU
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SLOP
ECROSS SLOPE
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RAMP
CURB RAMP GENERAL NOTES:
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 Transıtıon: A ramp or blended transition shall be used to lower or raise the sidewalk to connect with the
street or highway.
3.Turnıng 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 Warnıng 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, shall be 3'-0" at flush plaza
conditions, and shall 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.Runnıng 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.
Turning Space
Grade Break
Clear Space
Crosswalk Markings
Return Curb
Detectable Warning Surface
Buffer or Other Non-Walkable Surface
Grade Break
Curb Flush with Pavement
and Gutter Line
Vertical Curb
Sidewalk or Other
Walkable Surface
Curb Ramp Drawing Index:
8 RIVER ROCK
Scale: 3/4" = 1'-0"
4"
Geotextile separation fabric
4" River Rock, 1
2" - 2 1
2" Ø stone
Compacted subgrade
Refer to Grading Plans
Adjacent Concrete Post Curb or
Pavement, Refer to Plans
NOTE: Metal Edging to be used along both edges of
the river rock when bordering a landscape bed.
4"
Geotextile separation fabric
4" River Rock, 1
2" - 2 1
2" Ø stone
Compacted subgrade
Refer to Grading Plans
Adjacent Concrete Lawn or Planting
Bed, Refer to Plans
Metal Edging, See Detail 7/L410
9 PROTOTYPICAL QUARRY BLOCK RETAINING WALL SECTION
Scale: 1/4" = 1'-0"
Notes:
1. See Grading Plan for additional
grading information.
Limestone, Quarry Stone Block, Standard Variegated
Color,18" W x 2' T x 6' L, Smooth Sawn on Top Face, Flamed
Finish all Other Sides, typ.; Damp
Prepared Planting Soil at
all Lawn Areas Between
Limestone Terraces, typ.
4" Perforated HDPE pipe,
connect to storm
Nonwoven Geotextile Separation
Fabric, typ. Fully wrap #8
Compacted Stone Base Compacted Subgrade, typ.
6"
6"
6"
6"
6" Compacted #8 Stone Base, typ.
1/
2
"
M
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p
.
1'
-
6
"
Limestone Quarry Block
Flamed Finish Ends, Close Set w/
1
2" Max Gap., Infill with Compacted
Polymeric Sand, Typ.
PLAN
7'-6", Typ.
1'-6", Typ.
TERRACED ROUGH LIMESTONE
Scale: 3/4" = 1'-0"
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1'-0" Typ.
Expansion Joint with
Dowel at 1'-0" o.c.
Adjacent Pavement and
Grade, Refer to Materials
Plan and Grading Plan
6" Compacted
#53 Aggregate
Compacted Sub-Grade
1
8" Wash
2-TIER SECTION
1/2" x 6" Stainless Steel Pins
- 2' O.C., 2 Per Block, Typ.
Heavy Rock Face
4000 psi Concrete Footing,
Reinforced with Synthetic Fibers2'-0"
Prepared Planting Soil
at All Lawn Areas
Va
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1'-0" Typ.
Expansion Joint with
Dowel at 1'-0" o.c.
Adjacent Pavement and
Grade, Refer to Materials
Plan and Grading Plan
6" Compacted
#53 Aggregate
Compacted Sub-Grade
1
8" Wash
4-TIER SECTION
1/2" x 6" Stainless Steel Pins
- 2' O.C., 2 Per Block, Typ.
Heavy Rock Face
1'-0"
Prepared Planting Soil
at All Lawn Areas
4000 psi Concrete Footing,
Reinforced with Synthetic Fibers
1'-0"
1/2" Mortar Setting Bed, Typ.
Limestone Standard Variegated
Color, Damp Proof Faces Below
Low Grade and Non-Visible Faces
Limestone Standard Variegated
Color, Damp Proof Faces Below
Low Grade and Non-Visible Faces
1/2" Mortar Setting Bed, Typ.
10