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Home My WebLink Aboutfor reference Primary Plat 1st on MainPP-100 1st ON MAIN SUBDIVISON VICINITY MAP PROJECT LOCATION LOCATION MAP 1st ST NE NORTHNORTHPLAN INDEX SHEET #SUBJECT LEGAL DESCRIPTION UTILITIES PROJECT LOCATION E MAIN STN RANGELINE RD1st AVE NEPRIMARY PLAT CARMEL, INDIANA DEVELOPER LAUTH GROUP, INC. 10 WEST CARMEL DRIVE, SUITE 100 CARMEL, IN 46032 PHONE: (317) 606-0490 CONTACT: BRENT BANNINGA EMAIL: bbanninga@lauth.net ENGINEER CROSSROAD ENGINEERS, PC 115 N. 17th AVE. BEECH GROVE, IN 46107 PHONE: (317) 780-1555 CONTACT: GREGORY J. ILKO EMAIL: gilko@crossroadengineers.com CONSTRUCTIONNOT FOR-#####2023-02-24CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINPRIMARY PLAT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINBRENT BANNINGA317.606.0490317.848.6511bbanninga@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYTITLE SHEETTITLE SHEET GENERAL PROJECT SUMMARY SURVEYOR CROSSROAD ENGINEERS, PC 115 N. 17th AVE. BEECH GROVE, IN 46107 PHONE: (317) 780-1555 CONTACT: GEORGE W. CHARLES EMAIL: gwcharles@crossroadengineers.com DOCKET NO. PZ-2023-0040 ZONING MAP RANGELINE ROAD1st AVENUE NE1st STREET NE MAIN STREET LIGHT COMMERCIAL AND OFFICE USES ZONED: B-1 OFFICE BUILDINGS AND GENERAL OFFICES ZONED: B-5 LIGHT COMMERCIAL AND OFFICE USES ZONED: B-1 MIXED USE ZONED: C-2 MIXED USE ZONED: C-2 MIXED USE ZONED: C-2 PROJECT LOCATION 1st STREET NE TBM#400 TBM#402 TBM#401 ALLEY TBM#407 TBM#403 TBM#405 TBM#406 N89°44'42"E 304.42' S00°06'04"E 126.23' S89°44'42"W 52.42' S00°06'04"E 142.00' N00°06'04"W 268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78' S89°44'42"W 252.00' MAIN STREET (66' PUBLIC RIGHT-OF-WAY)RANGELINE ROAD (66' PUBLIC RIGHT-OF-WAY)1st AVENUE NE (PUBLIC RIGHT-OF-WAY)EXISTING UTILITY LEGEND PP-200CONSTRUCTIONNOT FOR-#####2023-02-24CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINPRIMARY PLAT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINBRENT BANNINGA317.606.0490317.848.6511bbanninga@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYTOPOGRAPHICAL NOTES EXISTING LEGEND – ‘□’ “” – – ‘□’ – ‘’ “”“” – ‘’“”“” ” – ‘’ ”“” – ‘□’ “”“” – ‘’“ ”“” BENCHMARK INFORMATION FLOODPLAIN INFORMATION NORTHEXISTING CONDITIONSEXISTING CONDITIONS STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICAL ROOM IT ROOMAT&T EQUIPMENT ACCESS N89°44'42"E 304.42' S00°06'04"E 126.23' S89°44'42"W 52.42' S00°06'04"E 142.00' N00°06'04"W 268.23'N00°06'04"W 2645.23'S89°44'42"W 2586.78' S89°44'42"W 252.00' 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NED1D1D1 D1 D1 D1 D DD D D BB B B B B B B C1 C1 C1 C1C1 ALLEY D D D J J JJJ J J J J J J B J C J D J J G G K K K K K J J J J J J J J J J J J G H H G S J J K K J K J J F F F G1 R R R L K1 Z Z Z Z Z Z Z Z Z M R K J J CONSTRUCTIONNOT FOR-#####2023-02-24CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINPRIMARY PLAT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINBRENT BANNINGA317.606.0490317.848.6511bbanninga@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHCITY OF CARMEL STANDARDSCOMBINED CURB AND GUTTER TYPE II PP-300 SITE DIMENSION NOTES SITE DIMENSION LEGEND TYPICAL CONCRETE PAVEMENT SECTION MONOLITHIC CURB AND SIDEWALK STRAIGHT CONCRETE CURB CONCRETE SIDEWALK PROPOSED CONDITIONSPROPOSED CONDITIONS STREET CUT REPAIR DETAIL HEAVY DUTY CONCRETE PAVEMENT SECTION TYPICAL CAST-IN-PLACE CONCRETE RETAINING WALL SECTION RAIL DETAIL LOW PERMEABILITY SUBGRADE, SLOPE TO UNDERDRAIN 8" #2 AGGREGATE 6" #8 WASHED AGGREGATE 1-1/2" #11 WASHED AGGREGATE DRAINAGE VOID, MAX. 3/8", FILL W/ SHARP WASHED MASONS SAND UNDERDRAIN PIPE SURFACE WATER FLOW DECORATIVE PERMEABLE PAVER GEOTEXTILE FILTER FABRIC GEOTEXTILE FILTER FABRIC ON SIDES (TYP.) PERMEABLE PAVER DETAIL S00°06'04"E 126.24'S89°44'42"W 52.42'S00°06'04"E 142.00'S89°44'42"W 252.00'N00°06'04"W 268.23'N89°44'42"E 304.42'S00°06'04"E 5.77'RANGELINE ROAD (66' PUBLIC RIGHT-OF-WAY)1st STREET (PUBLIC RIGHT-OF-WAY)1st AVENUE NE (PUBLIC RIGHT-OF-WAY)MAIN STREET (66' PUBLIC RIGHT-OF-WAY) PP-301CONSTRUCTIONNOT FOR-#####2023-02-24CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINPRIMARY PLAT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINBRENT BANNINGA317.606.0490317.848.6511bbanninga@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHPROPOSED CONDITIONSPROPOSED CONDITIONS LEGEND STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICAL ROOM IT ROOMAT&T EQUIPMENT ACCESS 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NESANITARY SEWER STRUCTURE TABLE STR. DATA STR. NO. SS-1 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 1 STR. NO. 2 STR. NO. 3 STR. NO. 4 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 5 STR. NO. 6 STR. NO. 7 STR. NO. 8 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 9 STR. NO. 10 STR. NO. 11 STR. NO. 12 STORM SEWER CLEANOUT TABLE STR. DATA STR. NO. CO-1 STR. NO. CO-2 STR. NO. CO-3 STR. NO. CO-4 STR. NO. CO-5 STORM SEWER STRUCTURE TABLE STR. DATA STR. NO. 13 STR. NO. 14 STR. NO. 15 STR. NO. 16 PP-400CONSTRUCTIONNOT FOR-#####2023-02-24CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINPRIMARY PLAT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINBRENT BANNINGA317.606.0490317.848.6511bbanninga@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHPROPOSED LEGEND SUTILITIES NOTES UTILITY PLANUTILITY PLAN STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICAL ROOM IT ROOMAT&T EQUIPMENT ACCESS 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NESANITARY SEWER STRUCTURE TABLE STR. DATA STR. NO. SS-1 PP-401CONSTRUCTIONNOT FOR-#####2023-02-24CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINPRIMARY PLAT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINBRENT BANNINGA317.606.0490317.848.6511bbanninga@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTHWATER AND SEWER PLANWATER AND SEWER PLAN UTILITIES NOTES PROPOSED LEGEND S STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICAL ROOM IT ROOMAT&T EQUIPMENT ACCESS 1st STREET NE E MAIN STREETN RANGELINE ROAD1st AVE NEA A A A A A A A A A A A STORAGE ROOMS MAINTENANCE PUMP ROOM TRASH ELECTRICAL ROOM IT ROOMAT&T EQUIPMENT ACCESS PP-500CONSTRUCTIONNOT FOR-#####2023-02-24CONTACT(YYYY-MM-DD)CONSULTANTTITLE: DRAWING NO.(YYYY-MM-DD)DATEREV.DESCRIPTIONPROJECT:DATETITLE:CERTIFIED BY:CONSULTANTJOB NUMBERSHEET OFTELEPHONE:LAUTH GROUP, INC.PROJECT:CONTACT:PROJECT NUMBER:STATE NUMBER:E-MAIL:FAX:1ST ON MAINPRIMARY PLAT41 N RANGELINE RD & 10 E MAIN STCARMEL, INDIANA 460321ST ON MAINBRENT BANNINGA317.606.0490317.848.6511bbanninga@lauth.netDEVELOPMENT CONSULTANTSTRANSPORTATION &BEECH GROVE, IN 46107115 N. 17th AVE.(317) 780-1555CROSSROADENGINEERS.COMPRELIMINARYNORTH800 LEGEND SECTION A-A TEMPORARY CONSTRUCTION ENTRANCE DETAIL SILTSACK INLET FILTER DETAIL ® EROSION CONTROL NOTES POST CONSTRUCTION SWPPPPOST CONSTRUCTION SWPPP PERMEABLE PAVER PROTECTION PLAN BMP EASEMENT AND ACCESS DETAIL NORTH SOIL MAP AND DESCRIPTION CROSBY SILT LOAM, FINE-LOAMY SUBSOIL-URBAN LAND COMPLEX (YclA) MIAMI SILT LOAM-URBAN LAND COMLEX (YmsB2) Hamilton County, Indiana (IN057) YmsB2 NORTH1st STREET NE 1st Ave SEPROJECT YclA RANGELINE ROADMAIN STREET LOCATION L-10L-12L-17L-18L-02L-01L-01L-01L-01L-01L-01L-01L-01L-01TYP.L-18L-11TYP.L-17TYP.L-24L-24L-24L-24L-24L-25L-25L-01L-01L-25L-01L-013'3'3'3'L-24ANNUALS BYOWNERANNUALS BYOWNER4'-4"9'-6"9'-6"28'-0"28'-0"28'-0"28'-0"9'-6"9'-6"L-30TYP.18'-0"10'-8"28'-0"4'-8"28'-0"4'-8"28'-8"12'-8"48'-8"8'-0"L-29L-29L-29L-29L-01L-01L-24L-29L-29L-29L-29L-29L-29L-25L-25L-01L-01L-01L-01L-01L-25L-01LAYOUTSYMBOLDESCRIPTIONDETAILSTANDARD CONCRETE PAVEMENT1/L300HEAVY DUTY CONCRETE PAVEMENT2/L300PAVERS ON CONCRETE - TYPE A: 3/L300UNILOCK - HOLLANDSTONE - RUSTIC RED, OR EQUAL.HERRINGBONE PATTERN C. PAVER COLOR ANDPATTERN TO MATCH EXISTING ADJACENT PAVERS.CONTRACTOR TO PROVIDE SAMPLES ON SITE FORARCHITECT`S APPROVAL.PAVERS ON CONCRETE- TYPE B:3/L300UNILOCK - HOLLANDSTONE - ALMOND GROVE,HERRINGBONE PATTERN C.PATIO AND ALLEY PAVERS - UNILOCK - PROMENADE 3/L300PLANK PAVER - ENDURACOLOR UMBRIANO FINISH.PATTERN A - 4X16.- PERIMETER AND BAND COLOR SHALL BE MIDNIGHTSKY- FIELD COLOR SHALL BE AN EQUAL RANDOM BLENDOF MIDNIGHT SKY, FRENCH GREY, AND WINTERMARVEL.PATIO WALL WITH RAILING - HIGH WALL SECTIONS4/L301PATIO WALL WITH RAILING - LOW WALL SECTIONS1/L301STAND UP CONCRETE CURB, SEE `C` SERIES FOR DETAILSTAIRS WITH HANDRAIL6/L300RAMP WITH HANDRAILS7/L300BENCH : FORMS+SURFACES - CORDIA, SURFACE MOUNT (NOTE: 7 BENCHES IN ALLEY AREA ONLY ARETO BE FREESTANDING) - 6`, BACKED, WITH JATOBAHARDWOOD SLATS AND POWDERCOATED DARKGREY METALLIC TEXTURE FRAME.TRASH RECEPTACLE - FORMS+SURFACES - CORDIA WITH LID, SURFACE MOUNT(NOTE: 2 RECEPTACLES INALLEY AREA ONLY ARE TO BE FREESTANDING) - WITHJATOBA HARDWOOD SLATS AND POWDERCOATEDDARK GREY METALLIC TEXTURE FRAME.RELOCATED HISTORIC CLOCK - CONTRACTOR TO PROVIDE INSTALLATION METHOD FOR ARCHITECT`SAPPROVAL. ORIENTATION OF CLOCK TO BEAPPROVED ON SITE BY ARCHITECT.SALVAGED "CARMEL FOUNDED" PLAQUE , MOUNT ON WALL. PROVIDE RECOMMENDED FASTENING METHODFOR ARCHITECT`S APPROVAL.SALVAGED "TRAFFIC SIGNAL" PLAQUE , MOUNT ON WALL. PROVIDE RECOMMENDED FASTENING METHODFOR ARCHITECT`S APPROVAL.LOW RECTANGLE PLANTER - FORM AND FIBER, BOX SERIES METAL, BX_A 602424, STANDARD DRAINHOLES, ALUMINUM POWDERCOATED BLACK MATTE,STANDARD LIP, TOE KICK BASE.TALL SQUARE PLANTER - FORM AND FIBER, BOX SERIES METAL, BX_A 242436, STANDARD DRAINHOLES, ALUMINUM POWDERCOATED BLACK MATTE,STANDARD LIP, TOE KICK BASE.TALL ROUND PLANTER - FORM AND FIBER, CYPRESS SERIES, CY_40A, STANDARD DRAIN HOLES,ALUMINUM POWDERCOATED BLACK MATTE,STANDARD LIP, TOE KICK BASE.REMOVABLE BOLLARD - FORMS+SURFACES - LIGHT COLUMN BOLLARD SERIES 600, NON-ILLUMINATED,REMOVABLE BASE, POWDERCOAT DARK GREYMETALLIC TEXTURE.L-01L-02L-03L-04L-05L-06L-07L-08L-09L-10L-11L-12L-13L-14L-15L-16L-17L-18L-19REFERENCE NOTES SCHEDULEL-17TYP.TYP.L-12L-16TYP.L-17TYP.L-16TYP.L-17TYP.L-12L-19L-20L-23L-22L-17TYP.L-21L-17TYP.4'-6"11'-0" ±4'-0" ±EQ, TYP4'-0" ±EQ, TYP7'-6" ±10'-0" ±5'-6" ±4'-0" ±EQ, TYP4'-0" ±EQ, TYP8'-0"6'-4"2'-0"15'-4"2'-0"L-08L-2417'-11"L-2621'-11"L-02L-01L-019'-6"4'-0"L-27ALIGN GATE ON CENTERWITH PAVING BAND/COLUMN2'-0"6'-4"6'-4"6'-4"1'-0"L-05TYP.9'-4" ±EQ, TYP9'-4" ±EQ, TYPL-11TYP.L-11L-05TYP.L-28L-28L-06L-16L-11L-16L-16L-13L-24L-015'-0"30'-0"L-16L-08L-10L-243'-0"3'-0"5'-0"5'-0"5'-0"5'-0"5'-0"3'-0"3'-0"3'-0"L-04L-06L-06L-07L-07L-03L-032'-0"EQ, TYP.5'-0"EQ, TYP4'-8"±EQ, TYP10'-8"±EQ, TYP.L-14L-15L-01L-06L-11L-16L-07L-09L-05L-05L-058'-6"5'-0"R7'-4"L-088'-0"8'-0"8'-0"10'-10"8'-0"8'-0"10'-4"5'-0"7'-0"L-10L-01L-013'-0"3'-0"L-25TYP.TYP.1'-0"1'-0"1'-0"1'-0"L-28L-28L-28L-28L-01METALLIC TEXTURE.CORNHOLE COURT - GOSPORTS 4’ X 2’ COMMERCIAL GRADE CORNHOLE BOARDS AND 2 DIFFERENTCOLORED SETS OF 4 REGULATION ALL WEATHERBEAN BAGS. OR EQUAL.STRING LIGHTS - EXTON POWERSPAN CABLE SERIES, DIRECT MOUNT, "S" ENVELOPE CLEAR RAIN PATTERNAND BRILLIANT CLEAR GEM, DYSK SHADE. CABLE,SHADE, AND FIXTURE COLORS TO MATCH BUILDINGEXTERIOR WALL MOUNTED LIGHT FIXTURES ASAPPROVED BY ARCHITECT. INSTALL AT A HEIGHTBETWEEN THE FIRST AND SECOND FLOOR OF OFFICEBUILDING MAINTAINING A MINIMUM OF 15`CLEARANCE FOR POTENTIAL BELOW VEHICULARTRAFFIC. LAYOUT AND INSTALL PERMANUFACTURERS RECOMMENDATIONS.COORDINATE FINAL LOCATION AND LAYOUT WITHOWNER ON SITE PRIOR TO INSTALLATION.FENCE, 4` HEIGHT, BLACK VINYL-COATED CHAINLINKGATE, 4` HEIGHT, 3` WIDE, BLACK VINYL-COATED CHAINLINKPLANTING BED, SEE PLANTING PLANREINSTALLED LIGHT POLE. SEE UTILITY PLANS.DOGGY POTTY AREA - K9GRASS SYSTEM - INSTALLED 3/L301OVER K9GRASS FLUSHING SYSTEM AND AIRGRID OREQUAL. SEE `C` SERIES FOR DRAIN LOCATION.INSTALL PER MANUFACTURER`SRECOMMENDATIONS.DOG WASTE STATION - DOG WASTE DEPOT - LOW PROFILE DOG STATION (NO SIGN)SKU:DEPOT-045-B-BLK, ROLL BAG SYSTEM, ROUNDCAN, MATTE BLACK. OR EQUAL.DECORATIVE BOLLARD, SEE DETAIL 5, SHEET C300PAVERS ON CONCRETE - TYPE C:3/L300UNILOCK - HOLLANDSTONE - COLOR CHOSEN BYOWNER, RUNNING BOND PATTERN. SEE DETAILS 3AND 4/L300BIKE RACK, SEE CIVIL PLANSL-20L-21L-22L-23L-24L-25L-26L-27L-28L-29L-30010'20'40'NORTHScale: 1" = 20'-0"1OVERALL SITE LAYOUT PLANA.ALL TOPOGRAPHIC AND SURVEY INFORMATION HAS BEENOBTAINED FROM CROSSROAD ENGINEERS. LANDSCAPEARCHITECT CLAIMS NO RESPONSIBILITY FOR ACCURACY OFINFORMATION PROVIDED. VERIFY AND CONFIRM ALL EXISTINGCONDITIONS PRIOR TO CONSTRUCTION.B.LOCATE AND VERIFY ALL PUBLIC AND PRIVATE UTILITIES PRIOR TOSTARTING WORK.C.STAKE AND CONFIRM ALL DIMENSIONS AND GRADES PRIOR TOSTARTING WORK. REPORT ANY DISCREPANCIES TO OWNERSREPRESENTATIVE IMMEDIATELY. DRAWINGS SHALL NOT BESCALED FOR LAYOUT PURPOSES.D.PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTINGFEATURES AS NECESSARY.E.WHERE NEW PAVEMENT IS SHOWN TO MEET EXISTING, SAW CUTEXISTING PAVEMENT VERTICALLY, REMOVE DELETERIOUSMATERIAL, AND PREPARE FOR NEW WORK.F.ALL AREAS WERE PROPOSED ASPHALT PAVEMENT MEETS THEEXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BESAW CUT VERTICALLY AND PROPERLY SEALED WITH A TACK COATMATERIAL.G.ALL DIMENSIONS IN CURBED AREAS SHALL BE TO FACE OF CURB.ALL DIMENSIONS IN AREAS WITHOUT CURBING SHALL BE TO EDGEOF PAVEMENT. ALL DIMENSIONS AT INTEGRAL CURB AND WALKSHALL BE TO FACE OF CURB. ALL DIMENSIONS FROM BUILDINGSHALL BE FROM FACE OF BUILDING.H.ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASELINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISENOTED.I.ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. ALLCURBS AND ARCS SHALL INTERSECT OTHER CURBS AND LINES ATPOINTS OF TANGENCY TO FORM SMOOTH TRANSITIONS UNLESSCLEARLY SHOWN OTHERWISE.J.RADII SHALL BE 5`-0" ON PARKING LOTS, CONCRETE WALKS ANDASPHALT TRAILS UNLESS OTHERWISE NOTED OR WHERE DRAWINGAPPEARS SIGNIFICANTLY DIFFERENT.K.WHERE NOT SHOWN, CONCRETE SIDEWALK AND RETAINING WALLEXPANSION JOINTS SHALL BE 30`-0” O.C. AND CONTROLJOINTS 5`-0”O.C. MAX. CURB EXPANSION JOINTS SHALLBE 50`-0” O.C. MAX AND AT ALL 90 DEGREE ANGLES. CONTROLJOINTS SHALL ALIGN WITH ADJACENT SIDEWALK WHEREAPPLICABLE, OTHERWISE 10`-0” MAXIMUM SPACING SHALL BEUSED.L.ACCESSIBLE RAMPS AND SIGNAGE SHALL BE IN ACCORDANCEWITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES(WHICHEVER HAS JURISDICTION). SEE SITE PLANS FOR LOCATIONSAND SITE DETAILS FOR SPECIFICATIONS.M.SEED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ANDNOT CALLED OUT TO BE PAVED OR PLANTED WITH OTHER PLANTMATERIAL.N.CONTRACTOR SHALL OBTAIN ALL PERMITS AND COORDINATE WITHLOCAL REGULATORY AGENCIES AS REQUIRED BY LOCALJURISDICTIONS.GENERAL SITE LAYOUT NOTESAcDbArcAlignedText (ATEXT) LA20000264R STATE OFJEFFREYR.M A DEREGIST ERE DIND I A N ANo. EXP. 12.31.2022 - - 2023-02-24 CONTACT (YYYY-MM-DD) CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD) DATEREV.DESCRIPTION PROJECT: DATE TITLE:CERTIFIED BY: CONSULTANT JOB NUMBER SHEETOFTELEPHONE: LAUTH GROUP, INC. PROJECT: CONTACT: PROJECT NUMBER: STATE NUMBER: E-MAIL: FAX:1ST ON MAIN PRIMARY PLAT 41 N. RANGELINE ROAD CARMEL, INDIANA 46032 1ST ON MAIN BRENT BANNINGA 317.606.0490 317.848.6511 bbanninga@lauth.netPP-600LANDSCAPE SITE LAYOUT PLANLANDSCAPE SITE LAYOUT PLAN05'10'20'Scale: 1" = 10'-0"2ENLARGED ALLEY LAYOUT PLAN3ENLARGED PLAZA/PATIO LAYOUT PLAN05'10'20'Scale: 1" = 10'-0"ALLEY LAYOUT GENERAL NOTES1.CENTER PAVER BANDS ON BUILDINGCOLUMNS. MATCH BAND WIDTH TONEAREST FULL PAVER TO AVOIDCUTTING.2.THE CONCRETE BASE FOR THEENTIRE ALLEY AREA IS TO BE HEAVYDUTY CONCRETE UNLESSOTHERWISE NOTED ON LAYOUT.3.ALL BENCHES AND TRASHRECEPTACLES ARE TO BEFREESTANDING, NOT SURFACEMOUNT, IN THE ALLEY AREA ONLY.SEE ENLARGED PLAZA/PATIOLAYOUT PLAN - 3/L100SEE ENLARGED ALLEYLAYOUT PLAN - 2/L100EXISTING TRAFFICLIGHT POLECENTER PAVER BANDS ON BUILDINGCOLUMNS. MATCH BAND WIDTH TO NEARESTFULL PAVER TO AVOID CUTTING, TYP.ALIGN CENTER OFPATIO WALL WITHCENTER OFBUILDING COLUMN9'-0"6'-5"±5'-4"±5'-5"PLAZAPATIOALLEYPATIO PAVERS WEST OFDASHED LINE SHALL BEINSTALLED AS PERMEABLEPATIO PAVERS EAST OFDASHED LINE SHALL BEINSTALLED ON STANDARDCONCRETEALIGN ENDS OF GUARDRAILWITH ADJACENT BUILDINGCOLUMN AND PATIO WALLGUARDRAILGENERAL PAVING CONNECTION NOTEWHEN CONSTRUCTING CONCRETE SIDEWALKS ADJACENT TO THEBUILDINGS, TAKE ¾” X 2'-0“ DOWEL BARS SPACED 24” O.C. ANDDOWEL THEM 12” INTO THE FOUNDATION AT DOORS, THENGREASE THE EXPOSED 12” FOR WHEN THE PAVEMENT ISPOURED. SIMILAR TO STANDARD CONCRETE DETAIL 1/L300.DOWELS SHOULD BE PLACED AT EACH DOOR LOCATION, ANDSHOULD SPAN THE WIDTH OF THE DOOR(S).8'-6" 4 - LMV2 - HQP3 - LMV5 - BGV7 - CAK5 - BGV4 - BGV4 - BGV8 - CAK3 - BGV3 - CAK3 - BGV3 - BGV6 - CAK3 - BGV3 - BGV3 - HQP3 - BGV21 - PAC3 - VBU35 - LMV21 - PAC35 - LMV5 - TMH3 - VBU5 - TMH4 - BGV6 - CAK3 - BGV1 - PVC1 - PVC1 - PVC1 - PVC1 - PVC1 - PVC1 - PVC3 - BSS1 - PVC1 - PVC3 - BSS3 - BSS3 - BSS3 - BSS1 - PAH3 - BSS1 - PAH3 - BSS3 - BSS1 - PAH1 - PAH1 - PAH1 - PAH3 - BGV3 - BSS1 - PAH3 - BSS3 - BSS1 - PAH1 - PAH3 - HQPANNUALS BYOWNER3 - BSS3 - BSSSHRUBSQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERBSS39Buxus sempervirens 'Suffruticosa'Suffruticosa Common Boxwood12" Ht.Cont/B&BBGV46Buxus x `Green Velvet`Green Velvet Boxwood24" HtCont/B&BHQP8Hydrangea quercifolia `Pee Wee`Oakleaf Hydrangea Pee Wee24" HtCont/B&BTMH10Taxus x media `Hicksii`Hicks Yew18" htCont/B&BVBU6Viburnum x `Burkwoodii`Burkwood Viburnum36" Ht.Cont/B&BGRASSESQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERCAK30Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass1 gal.Cont.PVC9Panicum virgatum 'Cheyenne Sky'Cheyenne Sky Switch Grass1 gal.Cont.PAH9Pennisetum alopecuroides `Hameln`Hameln Dwarf Fountain Grass1 gal.Cont.GROUND COVERSQTYBOTANICAL NAMECOMMON NAMESIZECONTAINERSPACINGLMV77Liriope muscari `Variegata`Variegated Lily Turf1 gal.Cont18" o.c.PAC42Polystichum acrostichoidesChristmas Fern1 gal.Cont18" o.c.PLANT SCHEDULE SITE010'20'40'NORTHScale: 1" = 20'-0"1PLANTING PLANA.PLANT MATERIAL SHALL BE INSTALLED AND MAINTAINED BY AQUALIFIED AND EXPERIENCED LANDSCAPE CONTRACTOR.B.LOCATE AND VERIFY ALL PUBLIC AND PRIVATE UTILITIESPRIOR TO STARTING LANDSCAPE WORK.C.STAKE AND CONFIRM ALL DIMENSIONS, GRADES, AND PLANTLAYOUT PRIOR TO STARTING WORK. REPORT ANYDISCREPANCIES TO LANDSCAPE ARCHITECT IMMEDIATELY.D.SEED ALL AREAS DISTURBED BY CONTRACTOR`S OPERATIONS,INCLUDING AREAS BEYOND LIMITS OF CONSTRUCTION.E.PLANTING BEDS SHALL RECEIVE SPADE EDGE UNLESSOTHERWISE NOTED.F.CONTRACTOR SHALL PROVIDE PLANT MATERIAL INQUANTITIES AND SPECIES SHOWN ON PLANS. SUBSTITUTIONSSHALL NOT BE ALLOWED UNLESS SUBMITTED IN WRITING ATLEAST 10 DAYS PRIOR TO BID DATE AND APPROVED VIAADDENDUM BY LANDSCAPE ARCHITECT.G.AMEND OR INSTALL TOPSOIL MEETING ASTM D5268STANDARDS, TOPSOIL SHALL BE FREE OF DELETERIOUSMATERIALS OR EXTRANEOUS MATERIALS LARGER THAN 1".VERIFY DEPTH AND QUALITY OF TOPSOIL PRIOR TO PLANTINSTALLATION. LAWN AREAS SHALL HAVE A MIN. OF 4"TOPSOIL, AND PLANTING BEDS A MIN. OF 12". TOPSOIL SHALLBE STOCKPILED AND REUSED ON SITE. WHERE QUANTITIESARE INSUFFICIENT, TOPSOIL MAY BE IMPORTED FROM OFFSITE. DO NOT OBTAIN FROM BOGS, MARSHES, WETLANDS, ORAGRICULTURAL LAND. APPLY INORGANIC AMENDMENTS,ORGANIC AMENDMENTS, AND FERTILIZERS AS NEEDED FORLONG TERM PLANT HEALTH.H.ROOT BALL SHALL MEET OR EXCEED SIZES SET FORTH INCURRENT `AMERICAN STANDARDS FOR NURSERY STOCK.I.PROVIDE 3" SHREDDED HARDWOOD MULCH IN ALL PLANTINGBEDS AND IN 6` DIA AROUND ALL TREES UNLESS OTHERWISENOTED.J.PROVIDE PRE-EMERGENT HERBICIDE ON PLANTING BEDS ATRATES PER MANUFACTURER`S DIRECTIONS.K.TREES SHALL NOT BE STAKED EXCEPT WITH APPROVAL FROMLANDSCAPE ARCHITECT FOR ACCOMMODATION OFENVIRONMENTAL CONDITIONS.L.INSTALL ALL PLANT MATERIAL IN ACCORDANCE WITH LOCALCODES AND ORDINANCES. CONTRACTOR SHALL OBTAIN ALLREQUIRED PERMITS AS REQUIRED BY LOCAL JURISDICTIONS.M.PLANT MATERIAL AND WORKMANSHIP SHALL BE WARRANTEDFOR A PERIOD OF 1 YEAR FROM SUBSTANTIAL COMPLETION.REPLACE ALL PLANTS MORE THAN 1/4 DEAD AS SOON ASWEATHER CONDITIONS ALLOW THROUGHOUT WARRANTEEPERIOD.N.QUANTITIES SHOWN IN PLANT SCHEDULE ARE FORLANDSCAPE ARCHITECT`S PURPOSES AND FOR LOCALREGULATORY REVIEW. CONTRACTOR IS RESPONSIBLE TOPROVIDE PLANTS IN QUANTITIES AND SPACING AS DEPICTEDON PLANTING PLANS, IF DISCREPANCIES EXIST QUANTITIESSHOWN ON PLANS SHALL DICTATE.GENERAL PLANTING NOTESLANDSCAPE A R C HITEC TLA20000264R STATE OFJEFFREYR.M A DEREGIST ERE DIND I A N ANo. EXP. 12.31.2022 - - 2023-02-24 CONTACT (YYYY-MM-DD) CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD) DATEREV.DESCRIPTION PROJECT: DATE TITLE:CERTIFIED BY: CONSULTANT JOB NUMBER SHEETOFTELEPHONE: LAUTH GROUP, INC. PROJECT: CONTACT: PROJECT NUMBER: STATE NUMBER: E-MAIL: FAX:1ST ON MAIN PRIMARY PLAT 41 N. RANGELINE ROAD CARMEL, INDIANA 46032 1ST ON MAIN BRENT BANNINGA 317.606.0490 317.848.6511 bbanninga@lauth.netPP-601PLANTING PLAN PLANTING PLAN LA20000264R STATE OFJEFFREYR.M A DEREGIST ERE DIND I A N ANo. EXP. 12.31.2022 - - 2023-02-24 CONTACT (YYYY-MM-DD) CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD) DATEREV.DESCRIPTION PROJECT: DATE TITLE:CERTIFIED BY: CONSULTANT JOB NUMBER SHEETOFTELEPHONE: LAUTH GROUP, INC. PROJECT: CONTACT: PROJECT NUMBER: STATE NUMBER: E-MAIL: FAX:1ST ON MAIN PRIMARY PLAT 41 N. RANGELINE ROAD CARMEL, INDIANA 46032 1ST ON MAIN BRENT BANNINGA 317.606.0490 317.848.6511 bbanninga @lauth.net LANDSCAPE SITE DETAILSLA NDSCAPE SITE DETAILS6" CONCRETE SLAB WITH6 x 6 W1.4 X W1.4 WELDEDWIRE FABRIC6" COMPACTED #53 COARSEAGGREGATEPROOF ROLLED SUBGRADEPREPARED PER INDOT NO. 207MEDIUM BROOM FINISHPERPENDICULAR TOTRAFFIC FLOWHEAVY DUTY CONCRETE PAVEMENT1" = 1'-0"P-C1M-102PAVERS ON CONCRETE BASE1" = 1'-0"DECORATIVE PAVERS - SET FLUSH W/ SURROUNDING CONCRETE - PERMEABLE DRY SET MORTAR MIX SETTING BED, 3/8" NOMINAL DEPTH- SAND SWEPT JOINTS - SEE SPECS4" CONCRETE4" COMPACTED #53 COARSEAGGREGATECOMPACTED SUBGRADE12"SEE PLANS FORLOCATIONS OF ADJACENTCONCRETE PAVEMENTCONTROL JOINTPROVIDE WEEPHOLES AT 36" O.C. ±4"IN HEAVY DUTY / VEHICULAR AREAS PROVIDE 1" SANDSETTING BED ON HEAVY DUTY CONCRETE. SEE HEAVYDUTY CONCRETE PAVEMENT DETAIL, THIS SHEET.3P-C1M-364" COMPACTED #53 COARSE AGGREGATECOMPACTED SUBGRADE1/4" EXPANSION JOINT MATERIAL WITHSEALANT. PROVIDE 1/2" DIA., 8" LONGSMOOTH STAINLESS STEEL DOWELS @ 24"O.C. GREASE ONE END4" CONCRETE WALK WITH LIGHT BROOMFINISH, UNLESS OTHERWISE NOTED ON THEDRAWINGSSEE NOTEEQEQEQEQEQNOTE:CONCRETE PAVINGCONTROL JOINTS AT 5' MAX. O.C.EXPANSION JOINTS AT 30' MAX. O.C.HEAVY DUTY CONCRETE PAVINGCONTROL JOINTS AT 10' MAX. O.C.EXPANSION JOINTS AT 30' MAX. O.C.JOINT LAYOUT PLANCJ CJ CJ CJ CJ EJ EJCJ = CONTROL JOINTEJ = EXPANSION JOINTEQ6 X 6 W1.4 X W1.4 WELDED WIRE FABRIC ORFIBER REINFORCEDCONTROL JOINT SECT.3/8"3/8"3/8"TOOLED JOINT UNLESS OTHERWISENOTED FOR SAWCUTSTANDARD CONCRETE PAVEMENT & JOINT1" = 1'-0"P-C1M-011COMPACTED STRUCTURALBACKFILLCOMPACTED SUBGRADENOTE:SEE LAYOUT AND GRADING PLANS FOR SIZEOF TREADS, QUANTITY AND HEIGHT OF RISERS#4 REBAR @ 12" O.C. EACH WAY#3 NOSING BAR, TYPICAL1/2" EXPANSION JOINT WITH SEALANT(TOP AND BOTTOM OF STEPS)12" LONG 1/2" DIA. SMOOTH STAINLESSSTEEL DOWELS AT 18" O.C. TYPICALTOP AND BOTTOM OF STEPSCONCRETE SLAB WITH WWF2% MAXSLOPE TYP.1/2" RADIUS TYP.PROVIDE POSTS ATCORNERS, ENDS, ANDAT 6'-0" O.C. MAX.STAINLESS STEEL HANDRAILS SHALLFOLLOW SLOPE OF STAIRCASE PER ADAGUIDELINES. MAINTAIN MINIMUM 1 12"CLEARANCE FROM ADJACENT WALLSNOTES:FINISH AND COLOR TO MATCH ARCHITECT'STYPICAL EXTERIOR GUARDRAILMID RAIL, 6'-0" O.C. MAX.FINISHGRADERAIL HEIGHT TO MEETADA GUIDELINESSTAIR & HANDRAIL1" = 1'-0"6 3/8" MIN. 3'-0" MIN.8"2'-0"6"8"6" ±, EQ. EMBED RAIL 2'-0" MIN. TYP.1'-0"1" TYP.TREAD WIDTH3'-0", TYP.3'-0", TYP.1'-0"1 1/2" O.D. STAINLESS STEEL PIPERAILING WITH EASED EDGES.SUBMIT SHOP DRAWINGS PRIORTO FABRICATION OF HANDRAILSEE LAYOUT PLANFOR JOINT LOCATION6P-C1M-076"6"36"RAMP WITH HANDRAIL NOT TO SCALERAMP. REFER TO LAYOUTPLAN FOR WIDTH AND LOCATIONS2"36"RAMP. REFER TO LAYOUTPLAN FOR WIDTH AND LOCATIONS1'-0" TOTAL WIDTH4"VARIES ALONG RAMP4"STANDUP CURB - SEE 'C' SERIESSTANDARD CONCRETE PAVEMENTS.S. SLEEVE TO RECEIVE 1 1/2" DIA. POSTCAST 12" DEEP INTO CIP CONCRETEWALL AT RAMP AND STAIRS ONLYNON-SHRINK GROUT ATPENETRATIONSHANDRAIL - SEE STAIR &HANDRAIL DETAIL THIS SHEETEXPANSION JOINT, TYPADJACENTPLANTING BED -SEE LAYOUT PLANWHERE WALL ISADJACENT INSTALLRAILS 1 1/2" CLEAR(MIN.) FROM WALLCIP CONCRETEFOUNDATIONPATIO FINISHGRADESTANDARD CONCRETEPAVEMENTEXPANSION JOINT, TYPSEE PATIO WALLDETAIL 1/L301RAMP WITH HANDRAILS FROMPATIO TO ALLEY AREARAMP WITH HANDRAIL FROMSIDEWALK TO PATIO ABUTTINGBUILDING WALL7P-C1M-402' 8"VARIES; SEE PLANSOLDIER COURSE AT PERIMETERRUNNING BOND PATTERN, MATCH ORIENTATIONNOTE: PATTERN NOTREPRESENTATIVE OF BRICKSIZE, PROVIDED TO SHOWPATTERN AND ORIENTATION.2' 8"2' 8"2' 0" 8"(TYP.)2' 8"2' 8"2' 8"2' 8"2' 8"2' 8"4PAVING PATTERNNOT TO SCALE5DECORATIVE BOLLARDNOT TO SCALEPP-602 LA20000264R STATE OFJEFFREYR.M A DEREGIST ERE DIND I A N ANo. EXP. 12.31.2022 - - 2023-02-24 CONTACT (YYYY-MM-DD) CONSULTANTTITLE:(YYYY-MM-DD) DATEREV.DESCRIPTION PROJECT: DATE TITLE:CERTIFIED BY: CONSULTANT JOB NUMBER TELEPHONE: LAUTH GROUP, INC. PROJECT: CONTACT: PROJECT NUMBER: STATE NUMBER: E-MAIL: FAX:1ST ON MAIN PRIMARY PLAT 41 N. RANGELINE ROAD CARMEL, INDIANA 46032 1ST ON MAIN BRENT BANNINGA 317.604.0490 317.848.6511 bbanninga@lauth.net LANDSCAPE SITE DETAILS LANDSCAPE SITE DETAILSFOR REFERENCE ONLY - INSTALL PERMANUFACTURER'S RECOMMENDATIONSK9GRASS3P-C1M-52GUARDRAILARCHITECT'S DETAIL SHOWNFOR REFERENCE ONLY. REFERTO 'A' SERIES FOR FULL DETAILP-C1M-5321'-0"CIP CONCRETEFOOTINGCIP CONCRETEFOUNDATION(8) #5 REBAR, CONT.COMPACTED SUBGRADE#5 REBAR, 4 PER PIERMASONRY TIE ANDDOVETAIL SLOTS ATEACH COURSEVENEER TO MATCH BUILDINGSIZE AND PATTERN4" SMOOTH LIMESTONE CAP2'-0"+/- SEE GRADING PLAN FLASHINGSLOPE TO DRAIN, TYP.#5 HORIZONTALREBAR @ 12" O.C.4"PLAZA FINISH GRADE1'-0"3"MIN.PATIO WALL - LOW SECTION1" = 1'-0"4"PATIO FINISHGRADE1" CHAMPFERGUARDRAIL, SEE TYPICALEXTERIOR GUARDRAILDETAIL IN 'A' SERIESEMBEDDED 6", NON-SHRINKGROUT AT PENETRATIONS1'-0" TOTAL WIDTHP-C1M-0911'-0" TOTAL WIDTHPATIO WALL - HIGH SECTION1" = 1'-0"3'-6"4"1'-0"CIP CONCRETEFOOTINGCIP CONCRETEFOUNDATION(8) #5 REBAR, CONT.COMPACTED SUBGRADESEE PATIO WALL BASEDETAILVENEER ON BOTH SIDES OFWALL TO MATCH BUILDINGSIZE AND PATTERN, ATTACHPER MANUFACTURER'SRECOMMENDATIONS4" SMOOTH LIMESTONE CAPGUARDRAIL, SEE PATIO WALLELEVATION THIS SHEET2'-0"+/- SEE GRADING PLAN PLAZA FINISH GRADE1'-0"3"MIN.PATIO FINISHGRADELIMESTONE CAP3'-6"OMIT BOTTOM RAIL FROMARCHITECT'S STANDARD DETAIL,MOUNT GUARDRAIL CENTEREDON TOP OF 4" LIMESTONE CAPVENEER TO MATCH BUILDINGSIZE AND PATTERN, ON BOTHSIDES OF WALLLIMESTONE CAPCONTINUE TOP RAIL ACROSSSECTIONS OF PATIO HIGH WALLPROVIDE ADDITIONAL TUBE POSTS ASNECESSARY TO PROVIDE ADEQUATE ANDCONTINUOUS SUPPORT TO TOP RAIL. FIELDVERIFY SPACING TO MATCH ARCHITECTS DETAIL3 1/2"PATIO HIGH WALL SECTIONSPATIO LOW WALL SECTIONSALIGN3'-0" MIN PLAZA FINISH GRADEPATIO FINISHGRADESECTIONELEVATIONEMBEDDED 6", NON-SHRINKGROUT AT PENETRATIONS4P-C1M-57DRAWING NPO.P- SH6 EET0 OF3 LANDSCAPE A R C HITEC TLA20000264R STATE OFJEFFREYR.M A DEREGIST ERE DIND I A N ANo. EXP. 12.31.2022 - - 2023-02-24 CONTACT (YYYY-MM-DD) CONSULTANTTITLE:DRAWING NO.(YYYY-MM-DD) DATEREV.DESCRIPTION PROJECT: DATE TITLE:CERTIFIED BY: CONSULTANT JOB NUMBER SHEETOFTELEPHONE: LAUTH GROUP, INC. PROJECT: CONTACT: PROJECT NUMBER: STATE NUMBER: E-MAIL: FAX:1ST ON MAIN PRIMARY PLAT 41 N. RANGELINE ROAD CARMEL, INDIANA 46032 1ST ON MAIN BRENT BANNINGA 317.606.0490 317.848.6511 bbanninga@lauth.netPP-604PLANTING & SITE DETAILSPLANTING & SITE DETAILSSHRUB PLANTING1" = 1'-0"PLACE ROOT BALL ONUNEXCAVATED OR TAMPED SOILFOR ROOT BALLS UP TO 2' IN DIA.HOLE DIAMETER SHALL BE TWICETHE DIA. OF THE ROOTBALL.HOLE DIAMETER FORROOTBALLS GREATER THAN 2' INDIA. SHALL BE 2' LARGER THENTHE DIA. OF THE BALLEARTH SAUCER BEYOND EDGEOF ROOT BALL3" SHREDDED HARDWOODMULCH THROUGHOUTPLANTING BED. MAINTAIN ATLEAST 2" BETWEEN MULCH ANDSHRUB'S STEM(S). DO NOTCOVER BRANCHES OR FOLIAGEWITH MULCHREMOVE ANY EXCESS SOIL TOEXPOSE ROOT FLARE.ROOT FLARE SHALL BE SET 1"ABOVE EXISTING FINISH GRADEPRUNE CROSSOVER LIMBS,CO-DOMINANT LEADERS ANDBROKEN OR DEAD BRANCHES. DONOT CUT LEADER. PRUNE LONGLIMBS TO RETAIN SHRUB'SNATURAL SHAPE. REMOVE NOMORE THAN 14 OF SHRUB'S LIMBSREMOVE ALL TWINE, ROPE, WIREAND BURLAP FROM TOP HALF OFROOT BALL. FOR CONTAINERSTOCK, REMOVE CONTAINER ANDLIGHTLY SCARIFY ROOT BALLPRIOR TO PLACING PLANTFINISH GRADEP-C1M-0313" MULCH AS SPECIFIEDUNDISTURBED SUBGRADEBACKFILL AS SPECIFIEDPERENNIALS & GRASSES1" = 1'-0"P-C1M-042"A"6" O.C.8" O.C.10" O.C.12" O.C.15" O.C.18" O.C.24" O.C.30" O.C.36" O.C."B"5.2"6.93"8.66"10.4"13.0"15.6"20.8"26.0"30.0"NO. OF PLANTS/SF4.612.61.661.15.738.512.29.185.128CENTER OF PLANTALL PLANT SPACINGEQUAL OR AS SHOWNON PLANTING PLAN"A""A" "A""A""B""B"PLANT SPACING1" = 1'-0"P-C1M-053