The URL can be used to link to this page

Home My WebLink AboutL201X FLOODZONE LIMI TS ZONE "X"FLOODZ ONE LIMITS ZONE "AE"1.36% 4:1 6:11.81%1.50%2.50%2.50%3:12.50%2.50% TOS: 840.83 1 .0 1 %4:13:1 840.92 4:1 PROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINE EXST. BARN PROPOSED NEW HOUSE MAIN FFE: 841.00 BFFE: 825.83 GARAGE FFE: 840.50 3 TRAFFIC FLOW TRAFFIC FLOW DITCH ROA D 1 1 1 1 1 1 1 2 2 2 3 1 2 3 3 POB 15' SIDE YARD SETBACK15' SIDE YARD SETBACK40' FRON T YAR D SETB A C K 20' REA R YAR D SETB A C K 4:11.25%1.16%AD 840.17 839.42 825.67 837.08 825.00 BOW 838.42 BOS 825.75 TOS 825.58 838.42 840.50 837.50 839.83 840.50 839.00 TOW 840.92 840.50 823.00 823.25 840.92± M.E. 841.92± M.E. 843.25 H.P. 838.42 BOS 840.92 840.50 840.67 TOS 835.50 H.P. 823.00 838.50 BOW 824.00 822.75 822.75 825.25 825.75 TOS 825.17 821.18 821.58 821.00 822.42 839.67 825.25 BOW 839.00 TOW 838.42 837.75 839.00 TOW 840.67 825.25 BOS 825.50 825.75 840.92 840.42 837.00 BOW SPRI N G MILL RUN CREE K 837.50 RIM 837.00 OUTLET P.E. 3:1 4 825.75 BOS DN DN DN DN DN 841.33 TOW 841.33 TOW 841.33 TOW 841.33 TOW 830 829 827 828 826 831 836 830 829 834 835 833 832 831 828 826 837 827 838 834 836 835829 830 833 827 839 828826 837 824 823 842 841 843 843 842 841 840 839 838 839 825 823 831 838 840 825 824 824 832 822 838 838 832 833 839 837 837 825 1 1 1 1 1 2 3 DITCH ROA D GRADING AND DRAINAGE PLAN 1 L201 GRADING AND DRAINAGE PLAN 1"=30' 211 1ST STREET NORTH, SUITE 350 MINNEAPOLIS, MN 55401 t 612 760 0494 creation date:7/17/2019 filepath:/Volumes/TVL_Studio/PROJECTS/PATEL RESIDENCE/2. DWG/1. DRAWINGS/1. PERMIT-SET/L201.dwglast saved: bretwieseler July 17, 2019 1:02 PMThe designs shown and described herein including all technical drawings, graphics and specifications thereof, are proprietary and cannot be copied, duplicated or commercially exploited, in whole or in part, without the express written permission of Travis Van Liere Studio, LLC. These are available for limited review and evaluation by clients, consultants, contractors, governement agencies, and vendors only in accordance with this notice. © Copyright 2019 Travis Van Liere Studio, LLC. All rights reserved. NOTE: license no: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. 43728 TRAVIS VAN LIERE date: 7/17/2019 1 0 2 0 9 D I T C H R O A D , C A R M E L , I N D I A N A , P A T E L R E S I D E N C E GENERAL NOTES 1. SEE SHEET L001 FOR GENERAL NOTES. 2. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFO. 3. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR, AND IRRIGATION CONTRACTOR TO COORDINATE WITH PAVING, CONCRETE, AND WALL CONTRACTORS ON SLEEVE LOCATIONS UNDER DRIVEWAYS, WALKS, AND WALLS. 4. REFER TO SHEET L010 FOR EXISTING CONDITIONS PLAN FOR BOUNDARY INFORMATION. ALL CONSTRUCTION STAKING MUST BE PERFORMED BY A REGISTERED LAND SURVEYOR 5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ARE TO BE USED FOR ALL LAYOUT WORK. 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OF ANY LAYOUT DISCREPANCIES. 7. ALL SITE ELEMENTS SHALL BE STAKED IN THE FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. AUTOCAD FILE AVAILABLE TO CONTRACTOR UPON REQUEST FOR FIELD LAYOUT. KEYNOTES 1. EXISTING SIGNIFICANT TREE(S) TYP. - SAVE AND PROTECT 2. EXISTING NEIGHBORING PROPERTY/SITE FEATURE - SAVE AND PROTECT 3.EXISTING CITY STREET/ALLEY - SAVE AND PROTECT, REPAIR ANY DAMAGED AREAS PER CITY STANDARDS 4. 100 YEAR FLOOD PLAIN ELEVATION: 820.00' Drawn By: Date: Scale: Drawing: Sheet: 7/17/2019 BW Rev # Description Date ISSUED FOR PERMIT 2019.07.17 LEGEND: EXISTING TREE TO BE SAVED DECID. CONIF. ORNA. EXISTING SPOT ELEVATION EXISTING CONTOUR PROPOSED NEW TREE PROPOSED NEW SHRUB DECID. CONIF. PROPOSED NEW PERENNIAL PERENNIAL GRASS PROPOSED CONTOUR PROPOSED SPOT ELEVATION000.00 DRAINAGE FLOW PROPOSED BUILDING ENTRY PROPOSED CATCH BASIN CB PROPOSED LIGHT FIXTURE 000.00 PROPOSED DRAIN TILE P.E.PROPOSED POP-UP EMITTER DECID. CONIF. ORNA.NKEYPLAN SCALE: 1 inch = 0 30' 60' 15' 30 feet SPRING MILL RUN CREEK SHEET NOTES 1. BUILDING OVERHANG, TYPICAL - SEE ARCH. 2. PROPOSED STORM WATER POND BY OTHERS 3. PROPOSED SOLAR FIELD BY OTHERS DRAWING AREA 08/23/19 David Rutti