The URL can be used to link to this page

Home My WebLink AboutSite Plan_Stamped Approved40' BOX TRUCK NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNO PARNO KING EXISTING BUILDINGBUILDINGADDITION7,079 SF11333333444744775445448111166666663334 SPACES @ ±9.14'24 SPACES @ 8.98'26.07'3.50'10'32 SPACES @ 9.06'4.75'31 SPACES @ 9.06'28 SPACES @ 9.06'2 8 . 0 0 'R5'R2 5 ' 19'19'24'19' 19'24.21'19'19'29.95'31 0 . 2 3 ' 1 3 ' 10'60.00'22122223'78994343434313131313131313131312121212121214 SPACES @ 9'13 SPACES @ 9'20'±25.14'3.50'BUILDINGADDITION289 SF48444444444444444444444444444444444949504 7 ' T Y P 6661010106.75'393939393951393939513939393951515151515151515151515151515151515151515151515151513939393939393939395142'35 BOLLARDS @ 6.75' = 229.5'808181818010'6'838081797910'R30'R20'10'6'10'6'40'848081818010'6'82828282828284R50.00'R25.00'85874INLETS, 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! 4012004080PROPOSED SITE LEGEND1 1/2" ASPHALT SURFACE OVERLAY 1.SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY SCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.\4.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.5.FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TOEXISTING INLETS LOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY.THESE INLETS FLOW TO FREEMONT RANDALL DRAIN (VEST - KIRKENDALLDRAINAGE AREA) ULTIMATELY DISCHARGING TO THE WHITE RIVER.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.7.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.8.REFER TO SHEET E2.01 FOR LIGHT BOLLARD AND LIGHPOLE INFORMATION.9.REFER TO SHEET SU1.0 FOR DOWNSPOUT BOOT DETAIL REPLACEMENT.10.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.11.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAYSHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OFENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THEDEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THEWORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATESTO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESCOPYRIGHT 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.G1.0OVERALL SITE LAYOUT PLANSEE ENLARGEMENT B/G1.1SEE ENLARGEMENT C/G1.1SITE 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 SPECIFICATIONS4" WIDE YELLOW PAVEMENT MARKING - PER SPECIFICATIONSPAINT CURB YELLOW - PER SPECIFICATIONS4" WIDE YELLOW PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE W/ NO PARKINGFIRE LANE TEXT - PER DETAIL C/G4.24" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE W/ NO PARKINGTEXT - PER DETAIL C/G4.24" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE - PER DETAILC/G4.2WOOD BOLLARD - PER DETAIL L/G4.2CONCRETE CONTROL JOINT - SEE DETAIL - PER DETAIL C/G4.1CONCRETE EXPANSION JOINT - SEE DETAIL - PER DETAIL C/G4.1SEE SHEET E2.01 FOR LIGHT BOLLARD INFORMATION AND SPECIFICATIONS &DETAIL 8/E1.02 FOR FOUNDATION DETAILCURB TO CURB CONNECTION - PER DETAIL K/G4.1REMOVE EXISTING DOWNSPOUT BOOT AND REPLACE WITH NEW DOWNSPOUTBOOT - PER DETAIL I/SU2.1, SUCH THAT BOTTOM FLANGE OF BOOT IS 1" ABOVECONCRETE SIDEWALK. PROVIDE EXPANSION JOINT AND CAULKING AROUNDDOWNSPOUT BOOT, REPAIR SIDEWALK AND ADJACENT GROUND TO ORIGINALOR BETTER CONDITIONCLEAN AND TUCK POINT MASONRY JOINTS ON EXISTING MONUMENTAL SIGN -SEE MASONRY SPECIFICATIONS AND DETAIL H/G4.216' X 16' PAINTED 4 SQUARE COURT - THE QUADRANTS ARE TO BE PAINTEDGREEN, BLUE, RED & YELLOW W/ A 1" WHITE BORDERS2" WIDE PAINTED LINES FOR KICKBALL FIELD W/ 2' X 2' PAINTED BASES AT EACHCORNER AND 2' LONG PAINTED PITCHERS MOUNDSEE SHEET E2.01 FOR LIGHT POLE INFORMATION, SPECIFICATIONS &DETAIL 8/E1.02 FOR FOUNDATION DETAIL (FOR NEW LIGHT POLES)10' WIDE MULTI-USE ASPHALT PATH ADJACENT TO CURB -PER DETAIL F/G4.310' WIDE MULTI-USE ASPHALT PATH WITH GRASS TRIP - PER DETAIL G/4.3CONCRETE ADA RAMP - PER DETAILS AND ENLARGED PLANS ON SHEET G4.4PROVIDE CONCRETE TRANSITION CURB AND GUTTER - PER DETAIL H/G4.3BETWEEN NEW ADA RAMPS AND EXISTING CURB AND GUTTERRELOCATE SIGN 3' TO THE WEST FROM NEW SIDEWALKTAPER NEW MULTI-USE WALK FROM 10'-0" WIDTH TO ±5'-0" WIDTH CONNECTINGTO EXISTING SIDEWALKHMA PAVEMENT - PER CITY OF CARMEL STANDARD DRAWING 10-9SEE SHEET G1.0 FOR EXTENTS OF PAVINGSTOP BAR - 24" WIDE PAINTED, WHITE X 32' LONG1234EXISTING BUILDINGCONCRETE SIDEWALKASPHALT PAVEMENTBUILDING ADDITION5SEE ENLARGEMENT A/G1.113 BUS SPACES678910121343SOUTH PLAYGROUNDNORTHWESTPLAYGROUNDSOUTHWESTPLAYGROUNDMECHANICAL COURTYARD 44CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS484950TAC REVIEW12-15-2023139512SEE ENLARGEMENT B & C/G1.2PROPERTY LINE (RIGHT-OF-WAY)TAC COMMENT RESPONSE3ADDENDUM #12-23-20243-5-2024TAC COMMENT RESPONSE45-14-2024SEE ENLARGEMENT D/G1.1TAC COMMENT RESPONSE56-5-202479808182831G4.42G4.43G4.44G4.45G4.46G4.484TAC COMMENT RESPONSE66-17-202485876/21/2024