HomeMy WebLinkAboutL-301_ADLSILLINOIS STREETFIDELITY WAY
SUBJECT PARCEL
JEC PARTNERSHIP, LP
UP
UP 2448244824482448244824482448244824482448244824482448244824482448DDDD"4_35
2
"16__54'-1
190'-8 1/2"215'-11 19/32"63'-6"123'-6 1/4"255'-0 1/2"11.2500LP 853.50
TRENCH DRAIN
TC 854.25
BC (853.75)
TC 854.66
BC (854.16)
TC 854.85
BC (854.35)
TR 854.98
BR (854.48)
ZOTEC BUILDING FFE: 853.75
2.0%
PARKING GARAGE
FFE: 852.50
(852.38)
2%
(851.81)
852
851
852
85
4
85
3
852
851
1.
8%
HP 854.50
LP 853.50 854853.75
853.25
855
854
LP 852.60
TW 855.45
BW 853.45853.75
853.75 853
LP 852.00 8538538
5
4
8
5
5
TW 855.45
BW 853.45
LP 852.00
852.45
LP 852.50
853.75
853.55 853TC 852.75
LP 852.25
852853 853ridge 853.50LP 851.00855856 FLUSH
852.50
TC 852.75
TC 853.38
BC 852.88
TC 853.20
BC 852.70853TR 852.85
BR 852.35
LP 852.90
852LP 851.00
LP 850.50
LP 850.25851TR 851.25
BR 850.75TR 851.20
BR 850.70
HP 853.40
HP 851.75
+
852.45
852.36
TC 853.67
BC 853.00
TC 853.52
BC 852.85
FLUSH
853.30
FLUSH
852.55
853RIM 852.23
RIM 851.15
TC 853.15
BC 852.65
TW 855.25
BW 853.25
853.75
FLUSH
853.20
FLUSH
853.20
MEET & MATCH
EXISTING GRADES
AT TOP OF EXISTING
CURB, TYP.
MEET & MATCH EXISTING
GRADES AT TOP OF EXISTING
CURB, TYP.
MEET & MATCH EXISTING
GRADES AT EXISTING CURB,
TYP.
851.90 FLUSH
853.70
853FLUSH
851.90
TR 852.20
BR 851.70
MEET & MATCH EXISTING
GRADES AT ROADWAY, TYP
MEET & MATCH EXISTING
GRADES AT ROADWAY, TYP
852852851849.50853.70853.60
853.50
853.40
853.3
0
853.2
0
853.10
853.70853.60853.30
853.20
FLUSH
853.55
SWALE,TYPICAL853.50FLUSH
853.50 853.10
853.408
5
3
.
3
0
8
5
3
.
2
0
853.30
853.20
853.10
853.30
FLUSH
852.30
FLUSH
852.75
TC 853.00
TC 853.10
BC 852.60
TC 853.00
TC 853.00
852.45853 852FLUSH 852.45
TC 854.10
BC 853.60
TC 854.10
BC 853.60
853.10853.20853.30853.40853.50853.60853.70853.
4
0
852.90
852.80
852.70
852.6
0
852.50852.40852.30852.2
0
852.50
852.1
0 852.20852.30852.40852.90852.80852.70852.60852.50852.40852.70852.80852.90LP 852.05
LP 851.90
853.40853.30853.20853.10853.
3
0
853.
2
0
853.
1
0853
852TR 850.50
BR 850.00
TR 851.05
BR 850.55
850849851.67 TP
852.45
LP 850.25851RIM 851.15
FLUSH 852.45
852.50
850849FLUSH 851.40
TC 851.00
BC 850.50
851.65 TP
851.75 TP
GRAD
E
B
R
E
A
K
850.50 LP
850.50 LP850.80 TP
852.25 TC
851.75 BC
852.25 TC
851.75 BC
852.25 TC
851.75 BC
1.14%1.14%852.50 TC
852.00 BC
852.25 TC
851.75 BC
852.00 TC
851.50 BC
850.90 TP8528
5
2
851
851
851.50 TC
851.00 BC
851
8
5
2
8518
5
1
8
5
0
COPYRIGHT NOTICE: THIS ARCHITECTURAL AND ENGINEERING DRAWING IS GIVEN IN CONFIDENCE AND
SHALL BE USED ONLY PURSUANT TO THE AGREEMENT WITH RATIO ARCHITECTS, INC. NO OTHER USE,
DISSEMINATION OR DUPLICATION MAY BE MADE WITHOUT PRIOR WRITTEN CONSENT OF RATIO ARCHITECTS,
INC. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
SHEET TITLE
SHEET NUMBER
SHEET ISSUE
PROJECT NO.
SEAL | DATE
L-301
SITE GRADING
PLAN - NORTH
1 ADLS Intake 11/16/18
2 Issued for 100% DD 03/01/19
3 ADLS Revision 03/08/19
4 ADLS Revision 04/15/19
5 ADLS Cycle 3 Resubmittal 06/11/19
6 ADLS Addendum 1 04/01/20
06/11/19
A5
L-301
SITE GRADING PLAN - NORTH
1"=30'-0"
Owner
Mechanical / Electrical Engineer
Civil Engineer
Architect / Landscape Architect
101 South Pennsylvania Street
Indianapolis, Indiana 46204
317-633-4040
RATIO Architects, Inc.
11460 N Meridian Street
Carmel, IN 46032
317-705-5050
ZP Investments, LLC
ZP Investments,
LLC Office
North Illinois ST
Carmel, IN 46032
Structural Engineer
10 ShoShone Dr.
Carmel, IN 46032
317-324-6024
18087.001
3850 Priority Way S. Dr #204
Indianapolis, IN 46240
317-571-8795
Heapy Engineering
530 E. Ohio Street G
Indianapolis, IN 46204
317-655-7777
Civil and Environmental Consultants, Inc.
CE Solutions
MATCHLINE - SEE L-302
FIDELITY WAY
(PUBLIC RIGHT-OF-WAY)ILLINO
IS STREET(PUBLIC R
IGHT-OF-WAY)
MATCHLINE - SEE L-302
1.COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES.
2.CONTRACTOR SHALL VERIFY ALL VERTICAL AND HORIZONTAL DIMENSIONS AND FIELD CONDITIONS PRIOR TO
STARTING WORK. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF CONTRACTOR FINDS ANY
DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND ACTUAL FIELD DIMENSIONS OR CONDITIONS,
CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY.
3.PARTICIPATE IN THE PRE-INSTALLATION CONFERENCE FOR THE GRADING AND DRAINAGE SCOPE OF THE
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 IN THE FIELD. REFER TO THE SITE ELECTRICAL PLAN FOR THE
PROPOSED LIGHTING AND OUTLETS.
5.TYPICAL MAXIMUM SIDEWALK CROSS SLOPES ARE 2% (1/4" PER 1'-0"). TYPICAL MAXIMUM SIDEWALK
LONGITUDINAL SLOPES ARE 5% (1'-0" PER 20'-0").
6.WHERE NEW PAVED SURFACES ADJOIN EXISTING PAVED SURFACES, MEET EXISTING GRADE.
7.DRAINAGE DESIGN SHOWN IS CONCEPTUAL. PLEASE SEE CIVIL DRAWINGS FOR MORE COMPLETE AND
DETAILED STORMWATER DRAINAGE DESIGN.
SITE GRADING PLAN GENERAL NOTES:
PROPERTY LINE
PROPERTY L
INE
SETBACK LINE
SETBACK L
INE
CONSTRUCTION LIMITS
6
6