HomeMy WebLinkAboutL-511-SOILS-PLACEMENT-PLAN---PHASE-I-Rev.4//////////////
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eefo/1-sty brick strip mall
16,028 SqFt
t
inv:852.60
exist curb inlet
tr:857.00
inv(w):855.02
12" rcp
inv:852.27 exist curb inlet
tr:857.14
inv(w):852.53
inv(e):852.57 12" rcp
exist drainage inlet
tr:858.77
inv(w):853.27
inv(ne):855.82
inv(e):853.3212" rcp
inv:852.56
exist curb inlet
tr:858.28
inv(w):853.20
inv(se):853.22
15" rcp
exist drainage inlet
tr:859.66
inv(nw):854.56
inv(s):854.56
15
"
rc
p
inv:854.45
exist drainage inlet
tr:858.54
inv(se):855.86
inv(n):856.12
15" rc
p
direction only
10" pvcexist sanitary mh
tr:857.88
inv(n):851.47
inv(s):851.53
inv(sw):851.998" pvcexist sanitary mh
tr:859.31
inv(n):852.51
inv(s):852.61 8" pvcexist sanitary mh
tr:862.30
inv(n):853.40
inv(sw):853.508" pvcdirection only
8" p vc
direction only
capped
exist curb inlet
tr:857.61
inv(s):854.59
inv(n):854.37
12" rcpexist curb inlet
tr:856.80
inv(s):853.88
inv(n):853.70
inv(e):852.85
15" rcpdirection
only12" rcp
direction
only
8" cppexist drainage inlet
tr:858.54
inv(w):854.14
inv(e):854.34
12" rcp
inv:854.44
w/ces
12" rcp
from
bldg
exist curb inlet
tr:858.71
inv(w):855.96
inv(e):855.96
10" pvc
exist curb inlet
tr:858.21
inv(w):855.16
inv(e):855.16
12" rcp
inv:854.49
w/ces 12" rcp
FFE:861.89
FFE:861.91
FFE:860.66
FFE:860.66
FFE:861.72
exist curb inlet
tr:861.81
inv(n):856.11
inv(e):856.1115" rcpexist drainage inlet
tr:861.06
inv(w):857.36
inv(e):857.36
12" rcp
exist curb inlet
tr:861.01
inv(w):858.61
12" rcp
exist curb inlet
tr:858.99
inv(e):856.39
exist curb inlet
tr:858.49
inv(w):854.99
inv(ne):854.99
12" rcp inv:854.33
12" r cp
exist drainage inlet
tr:860.86
inv(w):857.66
inv:856.83
with conc
end section
12" rcp
exist curb inlet
tr:860.28
inv(e):856.58
exist curb inlet
tr:860.39
inv(w):857.19
inv(e):857.19
12" rcp
12" rcp
exist sanitary mh
tr:862.81
inv(n):855.41
exist grease mh
tr:861.30
6" pvcdirection only8" pvcexist sanitary mh
tr:863.16
inv(w):854.36
inv(ne):854.26
8" pvc
exist sanitary mh
tr:862.42
inv(sw):853.92
inv(w):855.72
inv(ne):853.828" pvcexist clean out
tr:862.04 8" pv
c
8 " pvc
building height:25.5' 199.9'80.1'200.1'80.2'34.2'1.9'2.2'6.1'17.1'8.6' 9.7'75.7' 10.3'94.0'10.3'12.1'10.3'8.6'18.1'4.1' 35.4'207.3'building height:25.4'
FFE:861.91
19.6'1.8'31.9'7.6'23.3' 88.1'3.8' 19.2'62.3'55.7'8.7'57.1'inv:859.49
12" rcp10.8'17.6'9.6'101.7'49.1'N90°00'00"E - 284.09' N00°00'00"EN90°00'00"E
27.99'N00°00'00"E - 245.29'N00°03'57"W - 1186.40'S00°07'31"E - 695.72'46.53'S88°46'31"W - 226.41'
KRG Hamilton Crossing, LLC
Inst. No. 2004-59877
KRG Hamilton Crossing, LLC
Inst. No. 2004-59877
North Meridian Carmel Hotel, L.P.
Inst. No. 2004-27998 Utility EasementBk 269, Pg 267Utility Easement
Inst. No. 99-29602
Utility Easement
Inst. No. 99-72494 Lease AccessRoad EasementInst. No. 2001-5902Drainage Easement
Inst. No. 2001-5902
Parking Easement Area "A"Inst. No. 2001-5902Parking Easement Area "B"Inst. No. 2001-5902Drainage Easement
Inst. No. 2001-5902
Drainage Easement
Inst. No. 2001-5902
Utility Easement
Inst. No. 99-72494 Utility EasementInst. No. 99-72494 & Inst. No.99-29602Drainage Easement
Inst. No. 2001-5902
45'
Half R/W
14.8'110.6'87.3'
Southern Boundary of 110 Acre Parcel described
in the Real Estate Covenant recorded in Misc.
Rec. 166, Page 545
Access Drive
Inst. No. 2001-5902
Inst. No. 2004-27997 Access DriveInst. No. 2001-5902Inst. No. 2004-27997Utility EasementBk 271, Pg 383Drainage EasementInst. No. 2007070119Sign subject to
"Consent to Encroach"
Inst. No. 2014-49087
PENNSYLVANIA AVEwwwwwUtility Easement
Inst. No. 99-72494 Utility EasementBk 269, Pg 267TOPSOIL FOR SEEDED LAWN 17,694 sf
6" DEPTH
-
TOPSOIL FOR SHRUB, PERENNIAL, AND BEDDING PLANT BEDS 6,422 sf
14" DEPTH
-
BIORETENTION SOIL MIX 221 sf
24" DEPTH
-
STRUCTURAL SOIL 3,202 sf
36" DEPTH
-
HORTICULTURAL SOILS SCHEDULE
Owner
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
21040.000
6831 E 32nd Street
Indianapolis, Indiana 46226
DEEM LLC
250 East 96th Street, Suite 580
Indianapolis, Indiana 46240
Kimley Horn
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.
SCALE 0 15' 30' 60'
A1
L-511
SOILS PLACEMENT PLAN - PHASE I
SOILS PLACEMENT
PLAN - PHASE I
MATCHLINE - FUTURE PHASES
EXISTING HOTEL
F.F.E. = 862.40
FUTURE PARKING GARAGE
NOT INCLUDED IN PHASE I
F.F.E. = 862.00
PROPOSED
TRAINING CENTER
F.F.E. = 862.40
PROPOSED
HEADQUARTERS BUILDING
NOT INCLUDED IN PHASE I
F.F.E. = TBD
PROPOSED HOTEL EXPANSION
F.F.E. = 862.40
1. WORK SHOWN ON THE DRAWINGS SHALL BE BASE BID UNLESS SPECIFICALLY NOTED TO BE BY ALTERNATE BID.
2. COORDINATE WORK WITH OTHER DESIGN DISCIPLINES.
3. PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE PLANTING SCOPE OF WORK, ACCORDING TO THE
PROJECT SPECIFICATIONS, PRIOR TO COMMENCEMENT.
4. EXISTING AND PROPOSED UTILITIES THAT ARE SHOWN ARE FOR REFERENCE ONLY. REFER TO THE SITE SURVEY
FOR EXISTING UTILITIES AND VERIFY ALL IN THE FIELD. REFER TO AND COORDINATE WITH DRAWINGS PREPARED
BY OTHER DESIGN DISCIPLINES FOR PROPOSED ALL PROPOSED UTILITIES.
5. MATCH GRAPHIC REPRESENTATION SHOWN UNLESS NOTED OR DIMENSIONED OTHERWISE.
6. COMMENCEMENT OF SOILS PLACEMENT SCOPE CONSTITUTES ACCEPTANCE OF SITE CONDITIONS. ENSURE
THAT NECESSARY AND SPECIFIED SUBGRADE CONDITIONS HAVE BEEN ACHIEVED PRIOR TO PLACEMENT OF
SOILS, INCLUDING POSITIVE DRAINAGE AND INFILTRATION OF PRECIPITATION.
7. PROVIDE MINIMUM SOIL DEPTHS AS SHOWN IN LEGEND. PLACE SOIL IN 6" MAXIMUM LIFTS AND COMPACT
LIGHTLY (SEE SPECIFICATION SECTION 329119 FOR COMPACTION RATES). PERFORM PERCOLATION TESTS AT
EACH LIFT TO ENSURE ADEQUATE DRAINAGE.
8. INSTALL SOIL TO AN ELEVATION THAT ASSUMES A MINIMUM OF 2" ORGANIC MULCH WILL BE PROVIDED IN ALL
PLANTING BEDS (NON-LAWN AREAS).
9. STRUCTURAL SOIL AREAS ARE FURTHER IDENTIFIED AND DEFINED ON THE SITE FEATURE PLANS AND DETAILS.
10. REFER TO SPECIFICATION SECTION 329119 - LANDSCAPE GRADING FOR ADDITIONAL INFORMATION.
GENERAL NOTES | SITE SOILS PLANS:
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-511
1 PERMIT SET 11/19/21
2 CD SET 12/17/21
2
2
2
02/23/22