HomeMy WebLinkAboutL-707 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
8909 Purdue Road, Suite 300
Indianapolis, Indiana 46268
Republic Airways Holdings
815 East 65th Street, #200
Indianapolis, Indiana 46220
Pure Development
SITE DETAILS
SECTION | TREE PLANTING WELL - NORTH / SOUTH
1/2" 1'-0"
CL
VARIES5'-107 8"
8"4"8"4"
4" PERFORATED UNDERDRAIN
(REF: CIVIL DWGS.)
DRAINAGE AGGREGATE
CENTERLINE OF TREE GRATE
CANOPY TREE, TYP. (REFER
TO PLANTING PLANS)
A4
L-707
DETAIL
TREE GRATE
INSTALLATION
TREE ROOTBALL
REINSTALL PLANTING SOIL
FOR INSTALLATION OF TREE
ROOTBALL AS REQUIRED PER
SOIL PLANS
A6
L-702
SECTION
CONC. PAVING (ON
STRUCTURAL SOIL)
3" DEPTH MINERAL MULCH
(SPEC. 329300)
180 CM TREE GRILLE SQUARE BY
STREETLIFE
COMPACTED STRUCTURAL
SOIL (SPEC. 329119)3'-0"A1
P-22014-183L-707
ROUGH OUTLINE OF 4" CALIPER
TREE ROOTBALL (SIZE PER
AMERICAN STANDARD FOR
NURSERY STOCK)
3" DEPTH MINERAL MULCH
(SPEC. 329300) BELOW GRATE
TREE TRUNK
OUTLINE OF CONCRETE LEDGE
FOR PAVER GRATE (BELOW), TYP.
LIMITS OF STRUCTURAL SOIL
(2) PART TREE GRILLE ASSEMBLY
W/ SQUARE SUPPORT FRAME
CONCRETE JOINT PER
PLANS, TYP.
DECORATIVE CONCRETE
PAVING PER PLANS
STANDARD CONCRETE
PAVING PER PLANS
PLAN | TREE GRATE
1/2" 1'-0"
5'-107 8"5'-1078"5'-67 8"
D1
L-707
A1
L-7071'-1158"C1
P-22014-184L-707
COMPACTED STRUCTURAL
SOIL (SPEC. 329119)
TREE ROOTBALL
REINSTALL PLANTING SOIL
FOR INSTALLATION OF TREE
ROOTBALL AS REQUIRED PER
SOIL PLANS
SECTION | TREE PLANTING WELL - EAST / WEST
1/2" 1'-0"
4" PERFORATED UNDERDRAIN
(REF: CIVIL DWGS.)
DRAINAGE AGGREGATE
A6
L-702
SECTION
CONC. PAVING (ON
STRUCTURAL SOIL)
D6
L-702
SECTION
CONCRETE PAVING
(LIGHT DUTY)
CENTERLINE OF TREE GRATE
CANOPY TREE, TYP. (REFER
TO PLANTING PLANS)
COMPACTED SUBGRADE TO
95% STANDARD PROCTOR
CL
5'-107 8"
3" DEPTH MINERAL MULCH
(SPEC. 329300)
1'-6"VARIES8"4"8"4"
A4
L-707
DETAIL
TREE GRATE
INSTALLATION
180 CM TREE GRILLE SQUARE BY
STREETLIFE
3'-0"D1
P-22014-182L-707
DETAIL | TREE GRATE INSTALLATION
3" 1'-0"
2"2"CONCRETE PAVING
TURNDOWN
SUPPORT FRAME
PROVIDED BY
MANUFACTURER
STAINLESS-STEEL
EXPANSION ANCHOR
@ PRE-DRILLED HOLES
IN SUPPORT FRAME;
SIZE ACCORDING TO
MANUFACTURER
RECOMMENDATIONS.
180 CM TREE GRILLE
SQUARE BY
STREETLIFE, REF:
DETAIL
FINISH GRADE
COMPACTED
STRUCTURAL SOIL
(SPEC. 329119)
3" DEPTH MINERAL
MULCH
(SPEC. 329300)
C1/L-707
8"
PLANTING SOIL
(SPEC. 329119)
A4
P-22014-181L-707
PLAN | SURFACE MOUNT BOLLARD @ UNIT PAVING
1/2" 1'-0"
SECTION
UNIT PAVING
(HEAVY DUTY)
A5
L-701
C1
L-705
SECTION
SURFACE MOUNT
BOLLARD
2'-0"1'-8"1'-0"1'-0"1'-0"1'-0"8"SECTION
UNIT PAVING
(HEAVY DUTY)
A5
L-701
A6
P-22014-187L-707
DETAIL | TRENCH DRAIN (BRICKSLOT)
1 1/2" 1'-0"
NOTES:
1.SEE DIVISION 32 AND 33 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
EQ.EQ.518"6"1'-6"VARIESSECTION
PLAN (END)
(4) #4 CONT.3"114"EQ.EQ.518"6"1'-6"VARIES21116"SECTION
PLAN (END)
(4) #4 CONT.
4"3"4"314"3"114"3"4"COMPACTED SUBGRADE
DOUBLE BRICKSLOT
KS100 BY ACO DRAIN
(REF: CIVIL DWGS.)
4,000 PSI CONCRETE
SURROUND FOR BRICKSLOT
CHANNEL
#4 @ 12" O.C., CENTERED IN
CONCRETE SURROUND AND
CONCRETE SLAB
ACCESS UNIT FOR DOUBLE
BRICKSLOT 100
BY ACO DRAIN
(REF: CIVIL DWGS.)
BRICKSLOT CHANNEL (BELOW)
COMPACTED SUBGRADE
SCHEDULED ATHLETIC
SURFACING ON ASPHALT
PAVING (SEE PLANS)
COMPACTED No. 2 STONE BASE
4,000 PSI CONCRETE
SURROUND FOR BRICKSLOT
CHANNEL
ACCESS UNIT CHANNEL
#4 @ 12" O.C., CENTERED IN
CONCRETE SURROUND AND
CONCRETE SLAB
COMPACTED No. 53 STONE BASE
SCHEDULED ATHLETIC
SURFACING ON ASPHALT
PAVING (SEE PLANS)
BRICKSLOT CHANNEL (BELOW)
SCHEDULED ATHLETIC
SURFACING ON ASPHALT
PAVING (SEE PLANS)
COMPACTED No. 2 STONE BASE
BRICKSLOT CHANNEL
COMPACTED No. 53 STONE BASE
SCHEDULED ATHLETIC
SURFACING ON ASPHALT
PAVING (SEE PLANS)
B4
P-22014-221L-707 4"5"EQ.EQ.518"
1'-6"VARIESCOMPACTED SUBGRADE
SCHEDULED CONCRETE
PAVING (SEE PLANS)
KS100 LOAD CLASS C EXPOSED CONCRETE PAVEMENT
TRENCH DRAIN WITH TYPE 465D/466D PERFORATED
STAINLESS STEEL GRATE BY ACO DRAIN
(REF: CIVIL DWGS.)
COMPACTED No. 53 STONE BASE
4,000 PSI CONCRETE
SURROUND
ISOLATION JOINT, TYP.
CHANNEL (BELOW)
SCHEDULED CONCRETE PAVING
(SEE PLANS)
SECTION
PLAN (END)
(4) #4 CONT.
#4 @ 12" O.C., CENTERED IN
CONCRETE SURROUND AND
CONCRETE SLAB
518"
DETAIL | TRENCH DRAIN KS100
1 1/2" 1'-0"6"CONSTRUCTION JOINT, TYP.
4"
MIN.
L-707 P-22014-217
D4
2
2
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-707
1 ADLS SUBMISSION 10/17/23
2 CITY COMMENTS 12/08/23
3/28/2024