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Home My WebLink AboutC110 - Site Layout Plan - G1.1NO PARKING FIRE LANE NO PARKING FIRE LANE8'35'-2"8'35'-2"10'-0"12'-4"7'-8"12'-4"11232323767302120112130112321111333325444666771111111111121312131316161616161616161717171619244252626262727272728282828303131238.67'9'15.52'434318313110'-0"10'-7"10'-0"1229292929131312123473535353539398.00'5.00'8.00'5.00'8.00'±6.96'9.00'304420.00'±25.20'3.5'9.00'9.00'23920202120353540' BOX TRUCK 324461434341431415151616164141164223.67'16122164343221616166.25'25.00'0.5'4417174040186R20.00'16363232334444454.00'0.67'453011303030111138372222171717173737221313121245°135°5.00'23.83'1.50'5.00'135°41.66'4.51'6.50'7.55'5.00'7.67'135°135°5.21'6.99'44444444INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 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! 104001020PROPOSED SITE LEGENDCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G1.1ENLARGEDSITE LAYOUT PLANSEXISTING BUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTBUILDING ADDITION1 1/2" ASPHALT SURFACE OVERLAY NEW BUILDING ADDITION7,079 SFEXISTINGBUILDINGCOURTYARD ENLARGED PLAN - AREA "C"1" = 10'FRONT ENTRANCE ENLARGED PLAN - AREA "A"1" = 10'DOCK ENLARGED PLAN - AREA "B"1" = 10'EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGNEW BUILDINGADDITION7,079 SFSITE KEYNOTESCONCRETE MONOLITHIC CURB & WALK - PER DETAIL B/G4.1CONCRETE CONNECTION - PER DETAIL F/G4.11 1/2" ASPHALT SURFACE OVERLAY - PER DETAIL F/G4.24" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONSPAINT CURB YELLOW - PER SPECIFICATIONS4" WIDE YELLOW PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE W/ NO PARKING FIRELANE TEXT - PER DETAIL C/G4.2CONCRETE SIDEWALK - PER DETAIL A/G4.1CONCRETE CONTROL JOINT - SEE DETAIL - PER DETAIL C/G4.1CONCRETE EXPANSION JOINT - SEE DETAIL - PER DETAIL C/G4.1CONCRETE PAVEMENT - PER DETAIL D/G4.1CONCRETE CONTROL JOINT - PER DETAIL E/G4.1ISOLATION JOINT - PER DETAIL L/G4.1CONCRETE STOOP - SEE STRUCTURAL PLANSCONCRETE CURB - PER DETAIL H/G4.1CONCRETE ADA RAMP - PER DETAIL N/G4.1SEATWALL TYPE 3 - PER DETAIL R/G4.1SEATWALL TYPE 1 - PER DETAIL O/G4.1SEATWALL TYPE 2 - PER DETAIL P/G4.1CONCRETE STEPS WITH ALUMINUM LIGHTED HANDRAIL - PER DETAIL Q/G4.1ASPHALT PAVEMENT - PER DETAIL E/G4.24" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONS4" WIDE BLUE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE - PER DETAIL C/G4.2WHITE ADA LOGO ON BLUE BACKGROUND - PER DETAIL B/G4.2RELOCATED ADA ACCESSIBLE PARKING SIGN, IF ADDITIONAL ADA SIGNS ARE NEEDEDMATCH DETAIL A/G4.2PARKING BUMPER - PER DETAIL D/G4.2LANDSCAPE BED - SEE TO LANDSCAPE PLANSEEDED DISTURBED LAWN - SEE LANDSCAPE PLANNEW 8' TALL BASTEEL BENNINGTON STYLE FENCE PANELS, APPROXIMATELY 20'LENGTH - FIELD MEASURETWO 6' SWING GATES BASTEEL INFINITY STYLE 8' TALLCONCRETE DOCK - REFER TO STRUCTURAL PLANSREPLACE EXISTING HANDRAIL WITH NEW LIGHTED HANDRAIL, SEE ARCHITECTURAL &ELECTRICAL PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION, MATCHEXISTING HANDRAIL PROFILES ON RAMPCONCRETE STEPS WITH ALUMINUM HANDRAIL - PER DETAIL K/G4.2PICNIC TABLE - SEE SPECIFICATION SECTION 129300TRASH RECEPTACLE - SEE SPECIFICATION SECTION 129300SEE SHEET E2.01 FOR LIGHT BOLLARD INFORMATION AND SPECIFICATIONS & DETAIL8/E1.02 FOR FOUNDATION DETAILBOLLARD - PER DETAIL J/G4.2CONCRETE TO ASPHALT CONNECTION - PER DETAIL G/G4.1EXISTING TRASH DUMPSTER - TO BE RELOCATED TO THIS LOCATIONCURB TO CURB CONNECTION - PER DETAIL K/G4.1REMOVE EXISTING DOWNSPOUT BOOT AND REPLACE WITH NEW DOWNSPOUT BOOT -PER DETAIL I/SU2.1, SUCH THAT BOTTOM FLANGE OF BOOT IS 1" ABOVE NEWCONCRETE SIDEWALK. PROVIDE EXPANSION JOINT AND CAULKING AROUNDDOWNSPOUT BOOTCONCRETE RETAINING WALL - SEE STRUCTURAL PLAN8" WIDE X 3'-6" DEEP CONCRETE CURB, PROFILE TO MATCH DETAIL H/G4.1, SEEGRADING PLAN FOR TOP OF CURB AND PAVEMENT ELEVATIONS, MATCH TOP OF NEWCURB HEIGHT FOR TOP OF NEW RETAINING WALL AT SOUTH AND TOP OF 6" CURB TOTHE NORTH4" WIDE YELLOW PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE - PER DETAIL C/G4.2BIKE RACK - PER DETAIL M/G4.2RELOCATED BIKE RACK - INSTALL PER MANUFACTURER'S REQUIREMENTS, PAINT TOMATCH PROPOSED BIKE RACKS123467111213141516171819202122232425262728293031323334353637383940NEWBUILDINGADDITION289 SF4142431.SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYSCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANYOTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.\4.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.5.FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEARFLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETSLOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY. THESE INLETS FLOW TOFREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELYDISCHARGING TO THE WHITE RIVER.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THATRESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BERELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.7.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OFCONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.8.REFER TO SHEET E2.01 FOR LIGHT BOLLARD AND LIGHT POLE IMPROVEMENTS.9.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THEFRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVEBEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES ASNECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENTWIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE ORREPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THEDEVELOPER.10.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORMTO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTORSHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTIONREQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FORCERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENTAS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTES44454647LAWNMECHANICALCOURTYARDCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSTYP TYP TAC REVIEW12-15-20231TAC COMMENT RESPONSE3CONSTRUCTION LIMITSADDENDUM #23-4-202423-5-2024TAC COMMENT RESPONSE45-14-2024BIKE RACK ENLARGED PLAN - AREA "D"1" = 10'777878773.00'2.50'5'12.00'EXISTING BENCH