HomeMy WebLinkAboutC120 - Site Layout Plan - G1.2R20.00'15" PVC STORM8" STORM LATERAL4" PVC STORM LATERAL12" STORM18" PVC STORM4"4"R20.00'15" PVC STORM8" STORM LATERAL4" PVC STORM LATERAL12" STORM18" PVC STORM4"4"15" PVC STORM8" STORM LATERAL4" PVC STORM LATERAL12" STORM18" PVC STORM4"4"15" PVC STORM8" STORM LATERAL4" PVC STORM LATERAL12" STORM18" PVC STORM4"4"INLETS, 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! 206002040LEGENDCOPYRIGHT 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.G1.2ENLARGEDSITE LAYOUT PLANSEXISTING BUILDINGCONCRETE SIDEWALK/PAVEMENTTEMPORARY MODULAR CLASSROOMSITE KEYNOTESCONCRETE CONNECTION - PER DETAIL F/G4.1CONCRETE SIDEWALK - PER DETAIL A/G4.1CONCRETE CONTROL JOINT - SEE DETAIL - PER DETAIL C/G4.1PROVIDE 6" OF TOPSOIL AND SEED DISTURBED LAWN - SEE LANDSCAPE PLANSEE SHEET E2.01 FOR LIGHT BOLLARD INFORMATION AND SPECIFICATIONS & DETAIL8/E1.02 FOR FOUNDATION DETAILREMOVE 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 BOOTRAMP SYSTEM WITH HANDRAIL MAXIMUM RAMP SLOPE SHALL BE 8.33%, MAXIMUMRAMP LENGTH 30', CONTRACTOR TO PROVIDE FOUNDATIONS AND SUPPORTS FORRAMP SYSTEM, ONE RAMP TO BE REUSED EXISTING ALUMINUM RAMP AND ONE RAMPTO BE TREATED LUMBER, REFER TO ARCHITECTURAL PLANS AND SPECS FORREQUIREMENTSSTAIR WITH HANDRAIL, CONTRACTOR TO PROVIDE FOUNDATIONS AND SUPPORTS FORSTAIRS, ONE STAIR TO BE REUSED EXISTING ALUMINUM STAIR AND ONE STAIR TO BETREATED LUMBER, REFER TO ARCHITECTURAL PLANS AND SPECS FORREQUIREMENTS7' HT. BLACK VINYL CHAIN LINK FENCE - SEE DETAIL A/G4.34'-0" SWING GATE (BASTEEL INFINITY STYLE) 7' TALL, HARDWARE LOCK SET 47.0 PERSPEC SECTION 080671NOT USEDPROVIDE LANDING INTEGRAL WITH RAMP AT A MAXIMUM OF 30' RAMP DISTANCEPROPOSED DECIDUOUS SHADE TREE - SEE LANDSCAPE PLANELEVATED WALKWAY WITH HANDRAIL, CONTRACTOR TO PROVIDE FOUNDATIONS ANDSUPPORTS FOR ACCESS SYSTEM, ONE ELEVATED WALKWAY TO BE REUSED EXISTINGALUMINUM WALKWAY AND ONE ELEVATED WALKWAY TO BE TREATED LUMBER, REFERTO ARCHITECTURAL PLANS AND SPECS FOR REQUIREMENTSTEMPORARY (DURING CONSTRUCTION APPROX. 26 MONTHS) MODULAR TRAILERCLASSROOMS, CONTRACTOR TO PROVIDE STONE FOUNDATIONS AND ANCHORS TOMEET STATE AND CITY CODES.COORDINATE DOMESTIC WATER, ELECTRICAL AND TELECOM SERVICE FEEDS WITHMEP PLANS2" HDPE DOMESTIC WATER LINE, TOP OF PIPE ELEV. = 776.00' (-5' MIN.)ELECTRICAL & TELECOM LINES (BURIED AT -3') - SEE ELECTRICAL PLANSLANDSCAPE STONE SURFACE - PER DETAIL C/G4.3LANDSCAPE STONE FRENCH DRAIN - PER DETAIL B/G4.3STONE FOUNDATION PIER SUPPORT STRIP - PER DETAILS A & B/G4.3STONE SURFACE BETWEEN FOUNDATION STRIPS - PER DETAIL A/G4.34" DIA. SANITARY LATERAL DISCHARGE TO HOLDING TANK - SEE DETAIL D/G4.3NEW STORM INLET "ST-705", SEE DETAIL A/SU2.1T/RIM ELEV = 780.00EAST I.E. = 775.04 (18" RCP-EXISTING)WEST I.E. = 775.02 (18" RCP-EXISTING)NEW STORM INLET "ST-706", SEE DETAIL F/SU2.1T/RIM ELEV = 781.00NORTHWEST I.E. = 777.90 (12" RCP)SOUTHEAST I.E. = 775.96 (8" PVC-EXISTING)WEST I.E. = 778.50 (12" HDPE)EAST I.E. = 778.50 (12" HDPE)4" X 4" STEEL POWDER COATED POST, SURFACE MOUNTED TO 12" X 12" CONCRETEPIER X 3'-0" DEEP WITH CARD READER, REFER TO TELECOM PLANS AND SPECS FORREQUIREMENTS30' OF 12" RCP @ 1.85% SLOPE (MATCH EXISTING)4" DIA UNDERDRAIN @ 0.25% SLOPE12" DIA UNDERDRAIN @ 0.25% SLOPECLEANOUT - SEE DETAIL D/SU2.1ADS INLET STORM STRUCTURE "ST-701" - SEE DETAIL F/SU2.1T/RIM ELEV = 781.00ADS INLET STORM STRUCTURE "ST-702" - SEE DETAIL F/SU2.1T/RIM ELEV = 781.00ADS INLET STORM STRUCTURE "ST-703" - SEE DETAIL F/SU2.1T/RIM ELEV = 781.00PROVIDE A 48" DIA. PRECAST BARREL AROUND EXISTING STORM STRUCTURE 200009TO RAISE GRADE, REMOVE UPON GRADE RESTORATIONSANITARY WASTE HDPE HOLDING TANK (1000 GALLONS) PROVIDE 12" DEEP X 10'-0" X12'-0" STONE FOUNDATION PAD - SEE DETAIL A/G4.3BIKE RACK - PER DETAIL M/G4.2RELOCATED BIKE RACK - PER DETAIL M/G4.2 (SIM.) PAINT TO MATCH PROPOSED BIKERACKS2111231391.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.GENERAL NOTES44LAWNADDENDUM #12-23-2024148DEMOLITION KEYNOTES1REMOVE CONCRETE SIDEWALK2SAWCUT EXISTING CONCRETE SIDEWALK13PROTECT EXISTING TREE TO REMAIN14REMOVE EXISTING TREE AS REQUIRED24RELOCATE BIKE RACKS TO LOCATION SHOWN ON ENLARGEMENT C THISSHEET25STRIP EXISTING TOPSOIL AND REMOVE SOIL TO AN ELEVATION = 680.50' SEESTONE FOUNDATION STRIP DETAILS ON SHEET G4.326REMOVE 30' OF 8" PVC STORM LINE27REMOVE BIKE RACK28REMOVE BIKE RACK AND REINSTALL IN LOCATION SHOWN ON ENLARGEMENT B& C THIS SHEETAPPROXIMATE LIMITS OF CONCRETE REMOVALTPTPTP
TREE PROTECTION REQUIRED*** SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL LEGEND SYMBOLS.495051525354555657CONSTRUCTION LIMITS58MODULAR TRAILER DEMOLITION PLAN - ENLARGEMENT A1" = 20'EXISTING BUILDINGFFE = 782.10'(±)22113TPTPTPTPTP
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141414141414MODULAR TRAILER SITE PLAN - ENLARGEMENT B1" = 20'TEMPORARYMODULARTRAILER7,741 SF393956EXISTINGWINDOWEXISTING DOOREXISTING DOOR39393921211111112TYP12TYP12TYP3131313939393939393939393944444444444444444444444448484949505050505051SITE RESTORATION (UPON TRAILER REMOVAL) PLAN - ENLARGEMENT D1" = 10'EXISTINGWINDOWEXISTING DOOREXISTING DOOR22111112TYP12TYP60'60'6'1'MODULAR TRAILER GRADING & SITE UTILITY PLAN - ENLARGEMENT C1" = 20'TEMPORARYMODULARTRAILEREXISTINGWINDOWEXISTING DOOREXISTING DOOR313131STRIP EXISTING TOPSOIL606162636465666768697071727374758.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.9.REFER TO SHEET E2.01 FOR LIGHT BOLLARD AND LIGHT POLE IMPROVEMENTS.10.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.11.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.EXISTING BUILDINGFFE = 782.10'(±)EXISTING BUILDINGFFE = 782.10'(±)EXISTING BUILDINGFFE = 782.10(±)200122000920010GRASSASPHALT12226252525APPROXIMATE LIMITS OF UTILITY LINE REMOVALST-705ST-706111'70'12. THE CONTRACTOR SHALL RESTORE THE TEMPORARY MODULAR TRAILER AREA TO THE ORIGINAL CONDITIONS AND GRADES. SEE ENLARGED PLAN “D” ON THIS SHEET. THE FOLLOWINGWORK WILL NEED TO BE DONE AS PART OF THE SITE RESTORATION.A.REMOVE TRAILERS, SUPPORT FRAMES AND BEAMS, MASONRY PIERS, ELEVATED WALKING DECKS, RAMPS AND STAIRS. B.REMOVE SANITARY LATERAL PIPING AND HOLDING TANK. C.TERMINATE DOMESTIC WATER, POWER AND TELECOMM SERVICES INSIDE OF THE EXISTING BUILDING. CAP UTILITY CONDUITS AT 5' FROM THE EXISTING BUILDING. ABANDON LINES IN PLACE. D.REMOVE ALL STONE FOUNDATIONS AND SURFACES INSTALLED FOR THE SUBJECT TRAILERS. E.REMOVE ALL UNDERDRAINS, CLEANOUTS AND TEMPORARY STORM STUCTURES . F.BACKFILL ALL DEPRESSED AREAS WITH SUITABLE BACKFILL SOIL MATERIAL IN 8” LIFTS TO WITHIN 6” OF FINISHED GRADES. FINISHED GRADES SAHLL MATCH EXISTING GRADESBASED ON THE TOPOGRAPHIC SURVEY. G.REPLACE CONCRETE SIDEWALKS TO THEIR ORIGINAL LOCATIONS AND ELEVATIONS. H.ADD XX TREES I.PROVIDE 6” OF TOPSOIL ON ALL DISTURBED AREAS AND SEED.5'5'5'3'5'5'5'3'5'5'3'5'5'3'1'
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0.83'3'3'12222115976PR-024-18-2024253536160GRASSASPHALT6161626262625560GRASSASPHALTGRASSASPHALT62626055626163636363636363636363636363636363515076115165765858575959647171726970707369677470687554545454TYPTYPTYPTYP8'8'6767TAC COMMENT RESPONSE31327272877785-14-2024