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Mechanical / Plumbing Design / Builder
Civil Engineer
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
Corporate Campus
12197 N. Meridian St.
Carmel, Indiana 46032
Structural Engineer
1717 E 116th Street, Suite 200
Carmel, Indiana 46032
317-580-0402
McComas/O'donnell Naccarato
02000.000
6831 E 32nd Street
Indianapolis, Indiana 46226
DEEM LLC
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
Electrical Design/Builder
1934 N. Illinois Street
Indianapolis, Indiana 46202
Barth Electric Co., Inc.
SITE DETAILS
DETAIL | TRENCH DRAIN (BRICKSLOT)
1 1/2" = 1'-0"
NOTES:
1.SEE DIVISION 32 AND 33 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.UNIT PAVING JOINTS: UNIT PAVERS TO HAVE A CONSISTENT SAND SWEPT JOINT IN ACCORDANCE WITH
THE SPECIFICATIONS.
3.SUBMIT SHOP DRAWINGS FOR ALL UNIT PAVING AREAS INDICATING PROPOSED ISOLATION AND
CONTRACTION JOINTS IN CONCRETE BASE.4"3"EQ.EQ.518"6"1'-6"VARIES314"COMPACTED SUBGRADE
SCHEDULED UNIT PAVING
(SEE PLANS)
MASTIC ADHESIVE, BITUMINOUS
SETTING BED, AND TACK COAT
HEEL RESISTANT BRICKSLOT
100 BY ACO DRAIN
(REF: CIVIL DWGS.)
COMPACTED No. 53 STONE BASE
4,000 PSI CONCRETE
SURROUND FOR BRICKSLOT
CHANNEL
CUT UNIT PAVER THIS SIDE OF
BRICKSLOT TO MAINTAIN UNIT
PAVING PATTERN PER PLANS
CONSTRUCTION JOINT, TYP.
BRICKSLOT CHANNEL
SCHEDULED UNIT PAVING
(SEE PLANS)
BRICKSLOT CHANNEL (BELOW)
FULL UNIT PAVER
FULL UNIT PAVERS THIS SIDE
BRICKSLOT
SECTION
PLAN (END)
3"
CUT UNIT PAVING @
END OF BRICKSLOT AS
NECESSARY TO MAKE
PROPER FIT TO
BRICKSLOT AND
MAINTAIN INDICATED
UNIT PAVING PATTERN MAINTAIN 116" JOINT @ UNIT PAVER
AND BRICKSLOT INTERFACE
(4) #4 CONT.
#4 @ 12" O.C., CENTERED IN
CONCRETE SURROUND AND
CONCRETE SLAB
83 4"4"3"EQ.EQ.518"6"1'-6"VARIES21116"COMPACTED SUBGRADE
SCHEDULED UNIT PAVING
(SEE PLANS)
MASTIC ADHESIVE, BITUMINOUS
SETTING BED, AND TACK COAT
ACCESS UNIT FOR HEEL
RESISTANT BRICKSLOT 100
BY ACO DRAIN
(REF: CIVIL DWGS.)
COMPACTED No. 53 STONE BASE
4,000 PSI CONCRETE
SURROUND FOR BRICKSLOT
CHANNEL
CONSTRUCTION JOINT, TYP.
ACCESS UNIT CHANNEL
SCHEDULED UNIT PAVING
(SEE PLANS)
BRICKSLOT CHANNEL (BELOW)
FULL UNIT PAVER
FULL UNIT PAVERS THIS SIDE
BRICKSLOT
SECTION
PLAN (END)
3"
CUT UNIT PAVING @
END OF ACCESS UNIT
AS NECESSARY TO
MAKE PROPER FIT TO
ACCESS UNIT AND
MAINTAIN INDICATED
UNIT PAVING PATTERN
(4) #4 CONT.
#4 @ 12" O.C., CENTERED IN
CONCRETE SURROUND AND
CONCRETE SLAB
83 4"
4"
L-712 P-21040-37
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
KEY PLAN
SHEET ISSUE
N
PROJECT NO.
SEAL | DATE
L-712
1 100% DESIGN DEVELOPMENT 10/01/21
2 SHELL AND CORE PERMIT SET 10/15/21
PLAN ENLARGEMENTS - SPECIALTY PAVING
1/2" = 1'-0"
NOTES:
1.WEDGE-CUT UNIT PAVER SHALL BE POSITIONED HAND TIGHT
AGAINST LUMINAIRE FRAME AS SHOWN.
2.ALL ADJOINING EDGES OF WEDGE-CUT PAVERS SHALL BE CUT
TO ELIMINATE BEVELED EDGES.
EQUAL WEDGE-CUT UNIT PAVERS;
QUANTITY VARIES BASED ON
DIAMETER OF LUMINAIRE
LUMINAIRE LENS
LUMINAIRE FRAME
8"8"
LUMINAIRE
DIAMETER
UNIT PAVING TREATMENT @ IN-GROUND LUMINAIRE
C6
P-21040-83L-712
PLAN ENLARGEMENTS - SPECIALTY PAVING
1/2" = 1'-0"
NOTES:
1.WEDGE-CUT UNIT PAVER SHALL BE POSITIONED HAND TIGHT
AGAINST CAST IRON FRAME OF UTILITY CASTING AS SHOWN.
2.ALL ADJOINING EDGES OF WEDGE-CUT PAVERS SHALL BE CUT
TO ELIMINATE BEVELED EDGES.
3.UNIT PAVING TYPE AND FIELD PATTERN SHOWN IN DETAIL IS
REPRESENTATIVE. SEE SPECIALTY PAVING PLANS FOR UNIT
PAVING TYPE AND FIELD REQUIRED AT EACH PLAN LOCATION.
8"8"8"
EQUAL WEDGE-CUT UNIT PAVERS;
QUANTITY VARIES BASED ON
DIAMETER OF CASTING
CAST IRON FRAME AND LID FOR
EXISTING OR PROPOSED STORM,
SANITARY OR TELECOM UTILITY
CUT UNIT PAVERS COMPRISING FIELD
TO MEET WEDGE-CUT UNIT PAVERS
UNIT PAVING TREATMENT @ SMALL UTILITY CASTING
C4
P-21040-84L-712
PLAN ENLARGEMENTS - SPECIALTY PAVING
1/2" = 1'-0"
8"
NOTES:
1.WEDGE-CUT UNIT PAVER SHALL BE POSITIONED HAND TIGHT
AGAINST CAST IRON FRAME OF UTILITY CASTING AS SHOWN.
2.ALL ADJOINING EDGES OF WEDGE-CUT PAVERS SHALL BE CUT
TO ELIMINATE BEVELED EDGES.
3.UNIT PAVING TYPE AND FIELD PATTERN SHOWN IN DETAIL IS
REPRESENTATIVE. SEE SPECIALTY PAVING PLANS FOR UNIT
PAVING TYPE AND FIELD REQUIRED AT EACH PLAN LOCATION.
CASTING
DIAMETER 8"
EQUAL WEDGE-CUT UNIT PAVERS;
QUANTITY VARIES BASED ON
DIAMETER OF CASTING
CAST IRON FRAME AND LID FOR
EXISTING OR PROPOSED STORM,
SANITARY OR TELECOM UTILITY
CUT UNIT PAVERS COMPRISING FIELD
TO MEET WEDGE-CUT UNIT PAVERS
UNIT PAVING TREATMENT @ LARGE UTILITY CASTING
C2
P-21040-85L-712
SECTION | REMOVABLE BOLLARD @ UNIT PAVING
1" = 1'-0"2'-111116"412"
18"SET TOP OF RECEIVER
APPROX. 14" ABOVE GRADE;
BUILD CONCRETE BERM
AROUND EDGE
DRAINAGE HOLE,
DRILLED
7 16"8"634"338"6"A5
L-701
SECTION
UNIT PAVING
(HEAVY DUTY)14"67 16"
RECEIVER, CAPPED
6"8"C3
L-751
DETAIL
REMOVABLE BOLLARD
5"5"3"3"
L-712 P-21040-87
E6SECTION | REMOVABLE BOLLARD @ CONCRETE PAVING
1" = 1'-0"2'-111116"412"
18"SET TOP OF RECEIVER
APPROX. 14" ABOVE GRADE;
BUILD CONCRETE BERM
AROUND EDGE
DRAINAGE HOLE,
DRILLED
7 16"514"634"8"6"6"1'-3"1'-3"4"2'-67 16"
D6
L-702
SECTION
CONCRETE PAVING
(HEAVY DUTY)14"67 16"
RECEIVER, CAPPED
21116"
C3
L-751
DETAIL
REMOVABLE BOLLARD
L-712 P-21040-86
E4