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Home My WebLink AboutLandscape Plan_Stamped Approved 02-03-22PROPOSED NATATORIUM BUILDING ADDITION F.F.E.= 831.98 F.F.E.= 831.98 F.F.E.= 831.98 F.F.E.= 834.65 FH1 FH2 FH4 FH3 G TBM#4 = 810.78 HARROWGATE ADDITIONP.B. 2, PG. 203-205 LOT 53 LOT 54 LOT 55 LOT 56 LOT 57 LOT 58 LOT 59 LOT 60 LOT 61 PARCEL 7 PARCEL 8 ANNUAL PLANTING BED WITH SHREDDED HARDWOOD MULCH PLANTING BED (220 SF) 4 UMB 2 CKL 2 CKL 12 AML 10 AML 19 AML 1 QM 1 QM 5 PAM 6 PAM 14 RAG 22 RAG 1 LT 375 HHR 155 NFW 65 HHR 3 HPJ 39 HPL 25 CAK 6 HPJ 6 VC 10 HPJ 11 VC 12 TMD 12 VC 7 LTA 25 HPJ 19 CAK 3 FG 5 CAH 5 TME TYP TYP TYP 5 TME 25 TMD 13 TMD35 NFW 6 AML 17 TME27 NFW 3 AGA 8 AML 7 AML3 AGA 7 AML 25 NFW 7 AML 18 HPJ 12 TME PROPERTY LINEPROPERTY LINE30.0' 30 . 0'LANDSCAPE BUFFERLANDSCAPE BUFFER25.0'BUILDING SETBACKBUILDING SETBACK25. 0 ' 5 JVB TYP 41 RAG 15 VC 5 TMD 17 TMD 3 HPJ 25 NFW 25 NFW 40 1200 40 80 L1.0 OVERALL LANDSCAPE PLAN COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT PROJECT NUMBER: 220014.00 CARMEL HIGH SCHOOL NATATORIUM ADDITION AND RENOVATIONS CARMEL CLAY SCHOOLS 520 E MAIN STREET CARMEL, IN 46032 PROJECT ISSUE DATE: 12.17.2021 CONSTRUCTION DOCUMENTS DRAWN BY: HHW 317.848.0966 350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204 REV. NO. DESCRIPTION DATE CONSULTANT A TAC SUBMITTAL 11/17/2021 19700317 No. PROJECT MANAGER: PMR INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 811 or 1-800-382-5544 Before You Begin Any Digging Project. Call 48 hours or 2 working days before you dig. It's Fast, It's Easy and It's the Law in the state of Indiana! PROPOSED LANDSCAPE LEGEND PROPOSED 2 1/2" CAL. DECIDUOUS TREE PROPOSED SHRUB PROPOSED ORNAMENTAL GRASS SODDED LAWN PROPOSED PERENNIAL PROPOSED ANNUAL BED KEYNOTES SODDED LAWN PER SPECIFICATIONS 4" DEEP SHREDDED HARDWOOD MULCH PLANTING BED PER SPECIFICATIONS PROTECT TREES TO REMAIN TRENCH BED EDGE - PER DETAIL C/L2.0 WASHED RIVER ROCK BED - PER DETAIL E/L2.0 MULCH TREE RING - PER DETAIL A/L2.0 STEEL EDGING - PER DETAIL F/L2.0 CONNECT INTO EXISTING STEEL EDGING 1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 3. LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS A & B ON SHEET L2.0. WIRE BASKET, BURLAP AND TWINE MUST BE REMOVED FROM ROOTBALL. 4. SHREDDED HARDWOOD PLANTING BEDS TO HAVE A TRENCH BED EDGE AGAINST LAWN AREAS PER DETAIL C/L2.0. 5. TREES PLANTED IN LAWN AREAS TO HAVE A SHREDDED HARDWOOD MULCH TREE RING PER DETAIL A/L2.0. 6. SEE PLANT SCHEDULE ON DWG L2.0 FOR PLANT TYPE AND SIZE. GENERAL NOTES ZONING SUMMARY 02/03/22 Daren Mindham L2.0 LANDSCAPE DETAILS COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT PROJECT NUMBER: 220014.00 CARMEL HIGH SCHOOL NATATORIUM ADDITION AND RENOVATIONS CARMEL CLAY SCHOOLS 520 E MAIN STREET CARMEL, IN 46032 PROJECT ISSUE DATE: 12.17.2021 CONSTRUCTION DOCUMENTS DRAWN BY: HHW 317.848.0966 350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204 REV. NO. DESCRIPTION DATE CONSULTANT A TAC SUBMITTAL 11/17/2021 19700317 No. PROJECT MANAGER: PMR NOTES: 1. TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEEN MULCHED PLANTING BEDS & LAWN AREAS. THE EDGE SHALL CREATE A SMOOTH AND EVEN LINE AS SHOWN ON PLANS. 2. PLACE SOIL FROM TRENCH EDGE WITHIN BED. 3. TRENCH BED EDGE SHALL BE USED AT THE EDGES OF ALL MULCHED PLANTING BEDS THAT ABUT LAWN AREAS FOR CONTAINMENT. VERTICAL EDGE 4" SHREDDED HARDWOOD MULCH FINISH GRADE OF PLANTING BED MULCHED PLANTING BEDLAWN AREA 3"4"KEEP OUT TREE PROTECTION ZONE NOTES: 1. FENCE AROUND TREES AS SHOWN ABOVE TO KEEP EQUIPMENT OFF THE ROOT AREA. 2. WHEN REQUIRED TO CROSS THE PROTECTION-ZONE CUSHION THE AREA WITHIN THE TREE PROTECTION ZONE WITH 6 INCHES OF WOOD CHIPS OR HARDWOOD MULCH. 3. CREATE TRAFFIC PATTERNS SUCH AS TO KEEP SOIL COMPACTION TO A MINIMUM ADJACENT TO THE TREE PROTECTION ZONE. 4. STORE SUPPLIES AND EQUIPMENT AWAY FROM TREES. 5. DESIGNATE SITES WELL AWAY FROM TREES FOR WASHING OUT CONCRETE TRUCKS. REFER TO EROSION CONTROL PLANS FOR LOCATION OF CONCRETE WASHOUT AREAS. 6. INSTALL ONE ACCESS GATE PER TREE PROTECTION ZONE. 7. MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH. TREE DRIP LINE EXISTING TREE DRIP LINE FENCE LOCATION (1-1/2 TIMES DIA. OF DRIPLINE) ORANGE SAFETY FENCE OR EQUIVALENT STEEL T-POSTINSTALL SIGN ±20' O.C., MINIMUM OF 4 SIGNS, EACH SIGN FACING A DIFFERENT DIRECTION FENCE LOCATION 1 1/2 TIMES DIAMETER OF TREE DRIP LINE 8'-0"4'-0"2'-0"PLAN 1-1/2 X DRI P LI NE DRIP L INE TREE PROTECTION - DETAIL D NO SCALEINLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what'sbelow. before you dig.Call R Call 811 or 1-800-382-5544 Before You Begin Any Digging Project. Call 48 hours or 2 working days before you dig. It's Fast, It's Easy and It's the Law in the state of Indiana! 4" WASHED RIVER ROCK REFER TO PLOT & LANDSCAPE PLANS FOR LOCATIONS GEOTEXTILE SOIL SEPARATOR COMPACTED SUBGRADE NOTES: 1. STEEL EDGING TO BE INSTALLED BETWEEN ALL WASHED RIVER ROCK BEDS AND LAWN AREAS. WASHED RIVER ROCK BED - DETAIL E 1" = 6" NOTES: 1. STEEL EDGING COLOR TO BE BLACK. 2. STEEL EDGING TO BE INSTALLED BETWEEN ALL WASHED RIVER ROCK BEDS AND LAWN AREAS. 3. STEEL EDGING TO BE INSTALLED FLUSH WITH ADJACENT FINISHED GRADE. STEEL EDGING - DETAIL F 1" = 6" FINISH GRADE 4" WASHED RIVER ROCK GEOTEXTILE SOIL SEPARATOR COMPACTED SUBGRADE 1/4" STEEL EDGING, PAINTED BLACK 1'-3" LONG TAPERED STEEL STAKES SPACED @ 2'-6"5"10"02/03/22 Daren Mindham