HomeMy WebLinkAboutL-302_ADLSIL
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MEG(849.45)
MEG(849.32)
LP 850.00
849
851
85184884984684584
9
848847850851LP 850.50
LP 850.25
TR 851.20
BR 850.70
851
TR 851.25
BR 850.75TR 851.20
BR 850.70
FLUSH /MEG
(849.55)
MEG (849.05)
TW 850.50
TW 849.00
TW 847.50
TS 848.00
BS 846.00
TS 845.65
BS 844.15 847846845849848848847846
LP 847.25850.585
0
850MEET & MATCH
EXISTING GRADES
AT TOP OF EXISTING
CURB, TYP.
MEET & MATCH
EXISTING GRADES
AT TOP OF EXISTING
CURB, TYP.
MEET & MATCH
EXISTING GRADES
AT TOP OF EXISTING
CURB, TYP.
849
GABION WALL, SEE
DETAIL A1
849850.5
TOP OF POND ELEV: 850.50
LP 848.90
LP 848.75 849850849850 851
850
849
8
5
0
8
5
1
HP 852.00
TR 850.50
BR 850.00
850849MEG(849.45)
MEG(849.32)
LP 850.25
TR 851.20
BR 850.70
851
FLUSH /MEG
(849.55)
MEG (849.05)849848847846850.5850LP 848.90
LP 848.75
850 850849TC 851.00
BC 850.50
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-302
SITE GRADING
PLAN - SOUTH
1 ADLS Intake 11/16/19
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 Cycle 5 Resubmittal 09/18/19
7 ADLS Addendum 1 04/01/20
09/18/19
A5
L-302
SITE GRADING PLAN - SOUTH
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-301
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MATCHLINE - SEE L-301
PROPERTY LINE
SETBACK LINE
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:
5
CONSTRUCTION LIMITS
6
7