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Home My WebLink AboutC2.0 Existing Topography� �_ 0 w � THE ONE HUNDREO (100) YEAR FLOODPLAIN OOES NOT EXIST ON OR ADJACENT TO iHE PROJECT SITE. mnryo monM1ale B<295 i¢82846(8' pyc s) e=B11i00(8' pws) (parn le m monM1ala) - - � - mmmoiert�.sAO��- _ - - s��S 59(]61. __________ -y auwi� building �ESTIMAIED LOCATION OF EXISTING GEOTHERMAL LINE CONTRACTOR SHALL VERIFY DEPTH AND LOCATON PRIOR TO CONSTRUCTION \ /1GEOTHERMAL LWE Z/ ��s«os � c8II 16f18' y �) �ie=ddS26�3' pc� / � � ��.=e�i.osfx' Fp .� '�'s(6" v�==) iBM �I EL�4112 \ \ SEf MAG NAIL �� _ �SPh \ \ \ - -i '- \ ceL �€ ---__�� ,��o„a��a � � ` � \� ei � ��--�4 \ �^\ CB( ��) �\� \ cei 1 - CONTRACTOR TO COORDINATE \ \ \ WITi UTILITY COMPANY FOR� REMOVAL OR RELOCATION OF ��\�� ^ EXISTING UNDERGROUND LINE e��\ \ \ � � CONTRACTOR TO REFER TO EROSION CONTROL PLAN FOR BMP LOCATIONS AND IMPLEMENATION SEQUENCE. 2r C,9n \ 'f�� O \R� � �a \\ � �� y� � � � � � \ < � \ xlorm Ink! rim=BJ03} CB 1e=83598(1Y"rcp s) � V � A i,-als.�nor,��<� / � \ ^ a� � � .,.,__'__'...._ _._, _ .,. _ \ � �c � � \ \ \ < O \� \ CONTRACTOR TO COORDINATE m� p� � PoTi UTILITY COMPANY FOR � � REMOVAL OR RELOCATION OF \� �o\ EXISTNG UNDERGROUND LINE��c \\ � asph \ OSPh � � �UGE � C a7c asPh mWCh -- f � building ��m\ uae uae asph E uct - uc 32 o�` i8M g2 SEi M4G mulch RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel � �{�n„� i,.va�i_ DATE: 06��9�20 -�� ° q CUR� ma�noe i adc2s onc � m i�mo.o 6B' w==l I m��ma w=n�ss Ie�R 1� M< m) 4i3A4908' mD �] iY[45<(8' M4 ^J r - . asph �'"`�., .� l.�Yn' �-�.. L,i,. i 4 � �\\ � grass \ "E. ' a�:' O \ P � �\ � � � o� grass / / / / / / /�� /Pc grass �� !��/7�/ ESIIMATE� LWEWOC. �OT INCLU�ED IN SUC �. �. � �. �. uce �� ucc � uce � uce asph �e / ��/ asph � � � oc� � vcF � / y�p� y� q le=W241(IB"rry w) - - - - - - - - - - - - - � _ - - - - - _ _ - - I uee'� uaE � uce -iBA1 �3 EL=8d8 05 - u�E SEf MAG NAIL EXISTING LEGEND ASPHALT L1NE aaaryac GqNT OF BEGINNING/COMMENCEMENT 9UIL�ING LWE � TRAFFlC SIGNAL POLE • STORAI INL£T (M)/(re) IAEASORE�/RECORO � CURB INLET • SET RE6AR/CAP 'FIRA1 0124" - SLOPE ARROW 6 FIBER OP➢C MARKER e PONER POLE m POV£R MEiER m IELEPHONE HAND HOLE/BOX w WAIER VALVE O JUNClION BOX SIGN � ROW MONUMENT 4 LIGHT POLE � FlNISHED FLOOR ELEVAlION � U➢LITY POLE IEMPORARY BENCHIAARK (iBM) DEMOLITION LEGEND OA ITEM TO REMAIN, PROTECT DURING CONSTRUCTION � ///F CURB REMOVAL OC X X� UTILITY REMOVAL O /\ ITEM TO BE REMObED OE � FULL-0EPiH ASPHALT PAVEMENT REMOVAL OF � CONCREIE REMOVAL OG � SAWCUT LWE OH O ITEM TO BE RELOCATED NOTES 1. UTILITV RELOCATIONS REQUIRED BV THE PROJECT SHALL BE THE RESPONSIBILItt OF THE �EVELOPER. UTILITV LME RELOCATIONS REpUIRE� FOR ROA� PROJECTS THAT RESULTIN A CONFLICT WTH WIRi PROPOSE� �EVELOPMENT SHALL BE RiE RESPON5191LIiY �F THE �EVELOPER TO RESOLVE WI1H THE UTILITV. EXISIING POLE LMES REQl11RED TO BE RELOCAIED SHALL BE RELOCATED TO WIIHIN ONE FOOT OF PROPOSED RIGHT-0E-WAV LME. 2. DAMAGE TO THE EXISTING RIGHT-0FWAV SHALL BE RESTORED/REPAIRED TO THE SATISfACTION OF THE QTV AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO MSPECT THE RIGHT-OF-WAY WITH iHE qTV PRIOR TO THE START OF WNSiRUCTON TO DOWMENT iHE EXISTING CONDITION OF THE RIGHT-OF-WAY. 3. NO EART1-DISNRBING ACTVITIES MAY COMMENCE 'MTHOUT AN APPRO�ED STORM WATER MANAGEMENT PERMIT. 4. iHE ONE HUN�RE� (10�) YEAR FLOODPLAIN DOES NOT EXIST ON OR AOJACENT TO THE PROJECT SIIE. 5. CONIRACTOR TO PEftFORM SELECT FULL DEPTH BASE REPAIRS WHERE EXISIING PAVEMENT IS DESIROYED. 6. CONTRACTOR TO REFER EROSION CONTROL PLAN & SWPPP FOR BMP LOCATIONS AND IMPLEMENTATION SEQUENCE. ]. IF EXISTING STORM STRUCTURE IS DAMAGED DURING CONSTRUCTION THROUGH THE CORING PROCE55 TO CONNECT iHE PROPOSED STORM SEWER, CONiRACTOR SHALL BE RESPONSIBLE FOR REPLAqNG THE STRUCTURE. 8. CONTRACTOR TO COORDINAIE CONSiRUCTION ACTVITIES WIT1 A�JACENT PROPERIY OWNERS TO MINIMIZE DISNR6ANCE TO EXISTING TRAFFlC FLOWS. 9. CONIRACTOR SHALL SAWCUT EXISTING CURB AT 1HE NEAREST JOINT OF 1HE EXISTING CURB PAST 1HE CONNEClION POINT OF THE NEW CUftB. V � =&1A41(IB' rcp rw) � � ��zsi0s,� ��eszsi0 �m �+j � i�tti9o' w n.) � k � MSTALL 1REE PRESERVATION FENCING SEE SHEET L1.1 FOR �ETAIL � .K/` '. A `V A iCTOR MAINTAIN EXISTING CONDITIONS � DRIP IJNE OF iREES TO BE PROIECTED i � \ \ \ � � \\ \ � � � so\ � � �� \ \ � \ \o �&1I8< \� \ „� � � � � � � \ \ � \ � � � � � \ � \ \ \ ,�o � - BENCHMARKS SITE BENCHIAARKS: (LOCATONS SHOWN ON SURVEY) UNLE55 OTHERWISE NOTEq ELEVATIONS SHOWN HEREON ARE BASED UPON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). IT IS MY OPINION THAT THE UNCERTAINTY IN THE ELEVATION OF THE PROJECT BENCHMARK DOES NOT EXCEED 0.10 FOOT. TBM$1: SEf MAG NAIL IN SIDEWALK ALONG EASTBOUN� W. CARMEL ORIVE. ELEV. = 843.12 TBM$2: SET MAG NAIL IN BACK-0FCURB OF LANDSCAPE ISIAND AT THE IMERSECTION OF ENTRANCE OFF OF W. CARMEL DRIVE AND THE SITE'S INTERNAL PERIMETER ACCE55 DRNE. ELEV.= 839.16 TBM�3: SEf MAG NAIL IN PAVEMENT M SOUTHWEST CORNER OF SITE. ELEV.= 838.05 Indiano Utilities Protection Service � NORTH � � before you dig OGRAP5IC S3A�LE IN FEE60 DEMOLITION NOTES GENERAL DEMOLITION NOTES 1. CONIRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF 1HE EXISTING SIRUCNRES. RELATED UTILITIES, PAVING, AND ANY OIHEft EXISIING IMPROVEMENIS AS NOiED. 2. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBft15, ftUBBISH AND OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION OPERATIONS. OISPOSAL N1LL BE IN ACCORDANCE 'MTH ALL LOCAL, STATE AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS. 3. iHE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTES OCCURRING �URING T1E CONSTRUCTION PHASES OF THIS PROJECT. 4. 1HE CONiRACTOR IS SPEQFlCA�LV CAUTIONE� THAT THE LOCATION AND/OR ELEVATION OF EXISTING 11TILIPES AS SHOWN ON THESE PLANS IS BASED ON RECOR�S OG RiE VARIOl15 UPLITV COMPANIES, AN� WHERE POSSI9LE, MEASUREMENTS TAKEN IN THE FlEL�. THE WGORMATION IS NOT TO BE RELIE� UPON AS BEING EXACT OR COMPLEiE. THE CONTRACTOR MUST CALL 1HE APPROPRIATE UTILITY COMPANY AT LEAST J2 HOURS BEFORE ANV EXCAVATION TO ftEDUEST EXACT FlELD LOCATION OF UTILITIES. 5. IF DEMOLITION OR CONSTRUCTION ON SITE WILL INTERFERE WITH THE ADJACENT PROPERTY OWNER'S TRAFFIC FLOW THE CONTRACTOR SHALL COORDINATE 'MTH ADJACENT PROPERTY OWNER, TO MINIMRE THE IMPACT ON iRAFFIC FLOW. TEMPORARY RE-ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING INDOT APPROVED TRAFFIC BARRICAOES, BARRELS, AND/OR CONES. IEMPORARV SIGNAGE AND FLAGMEN MAY BE AL50 NECESSARV. 6. CONiRACTOR SHALL NOT DEMOLISH ANttHING OUTSIDE R1E OWNERS LEASE/PROPERTY LINE UNLE55 SPEqFICALLY MENTIONED ON iHIS SHEET. l. pUANTTlES �EPICTED ON T11S SHEET SHALL SERVE AS A GUIDE ONLY. CONIRACTOR TO VERIFY ALL �EMOLITION QUANTITIES. 8. PRIOR TO BIpDING AND CONSIRUCTION, CONIRACTOR TO REFEft TO OWNER PROVIDED PHASE I ENVIRONMENTAL SIIE ASSESSMENT AND ASBESTOS REPORT FOR SITE SPECIFlC CONDITIONS AND CONSIDERATIONS. 9. CONTRACTOR SHALL BEGIN CONSTRUCTION OF ANY LIGHT POLE BASES FOR RELOCATED LIGHT FIXNRES AND RELOCATION OF ELECTRICAL SYSIEM AS SOON AS DEMOLITION BEGINS. CONTRACTOR SHALL BE AWARE THAT INTERRUPTION OF POWER TO ANY LIGHT POLES OR SIGNS SHALL NOT EXCEED 24 HOURS 10. EROSION CONTROL MUST BE ESTABLISHED PRIOR TO ANY WORK ON SITE INCWDING DEMOLITION. REFER TO SHEET X.XX fl. REFER TO GEOTECHNICAL REPORT PROVIOE� BV O1HER5 FOR ALL SUBSURFACE INFORMATION. DEMOLITION NOTES THE EXiENT OF SITE �EMOLITION WORK IS AS SHOWN ON THE CONiRACT �OCUMENTS AN� AS SPECIFlED HEREIN. SEE ARCHIIECTURAL �RAWINGS FOR LIMIiS AN� PROPER �EMOLIPON OG EXISTING 9UIL�ING. NRNISH ALL LABOR, MAIERIALS, EOUIPMENT AN� SERNCE NECESSARV TO COMPLEIE 1HE WORK. DEMOLITION INCWpES, BIIT IS NOT UMITED T0. REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING IIEMS: • SIDEWALK AND ON-SITE PAVEMENT • BUILDINGS. FOUNDATIONS. AND SUPPORTING WALLS AND SLABS • OEBRIS AND fOUNDATI0N5 fROM ALL DEMOLISHED STRUCTURES • ALL PAVEMENT TO BE REMOOED AOJACENT TO PAOEMENT THATIS TO REMAIN SHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMVAL TO OBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT. CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER AND GEOIECHNICAL ENGINEER FOR THE MAIERIAL TVPE AND USE IF CONTRACTOR OESIRES TO REUSE DEMOLISHED SITE PAVEMENT AS STRUCTURAL FILL. DISPOSAL OF DEMOLISHED MATERIALS REMOVE GROM SITE �EBRIS, RUBBISH AN� OIHER MAIERIALS RESOLTING FROM �EMOLIiION OPERATIONS. BURNING OF REMOVED MATERIALS FROIA DEMOLISHED STRUCTURES WILL NOT BE PERMITTED ON SITE 1RANSPORT MATERIALS REIAOVED FROM DEMOLISHED STRUCTURES AND DISPOSE OF OFF SITE IN A LEGAL MANNER. LANDSCAPE PROTECTION AND REMOVAL SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREE PROIECTION, PRESERVATON AND REMOVAL. UTILITY SERVICES EXISTING UTIJiIES, WHICH DO NOT SERVICE STRUCTURES BEING DEMOLISHED, ARE TO 9E KEPT IN SERVICE AN� PR0IECTED AGAINST �AMAGE �URING DEMOLITION OPERAPONS. CONiRACTOR SHALL ARRANGE FOR SHUT-0GF OF UTILIPES SERVING STRUCTl1RE5 TO BE �EMOLISHE�. CONTRACTOR IS RESPONSIBLE GOR IDRNING OFG, ❑ISCONNECTING, AN� SEALING IN�ICATE� UTILITIES BEPORE STARTING �EMOLITION OPERAilONS. EXISPNG UTILITIES TO BE ABAN�ONE� ARE TO BE CAPPE� AT BORi ENDS AN� FlLLE� W1TH FA-1 OR APPROVED E4UAL. ALL UNDERGROUN� OTILITIES TO BE REMOVED ARE TO BE BACKFlLLED WITH ENGWEERED FlLL OR SELECT EXCAVATED MATERIAL, AS APPROVED BV THE GEOTECHNICAL ENGMEER, TO 95% OF MODIFlED PROCTOR DENSITY WITHIN PAVED AREAS AND TO 90R OF MODIFIED PROCTOR DENSRY FOR GREEN SPACE AREAS,IN ACCORDANCE WI1H THE EARiHWORK SPEQFICATIONS. ALL PRIVAIE UTLITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTC, GAS) SHALL BE REMOVED AND RELOCATED PER iHE UTILITY OWNER AND THE LOCAL MUNICIPALITV'S REpUIREMENTS. UTILITY PROTECTION UNDERGROUNO UiILITIES SHOWN ARE BASEO ON AiLASES AN� AVAILABLE INFORMATION PRESENTED AT THE TIME OF SURVEV. CONTRACTOR SHOl1L� CALL IN�IANA 811 (B11 OR 900-382-5544) TO COOR�INATE FlEL� LOCATIONS OF EXISTNG UN�ERGROUN� UPLITIES 9EFORE OR�ERING MAIERIALS OR COMMENQNG CONSTRl1CTI0N. NOTIGV ENGMEER OF ANV �ISCREPANQES IMME�IAiELY. CONTRACTOR SHALL LOCATE AN� PROiECT EXISiING UN�ERGROl1ND ANO OVERHEAD UTILITIES �URING CONSTRl1CTION. UTILITV PROTECTION SHALL 6E COOROINAIED WITH THE RESPECTIVE UTILITV OWNER AND AS DIRECTEO BV THE GOVERNING MUNICIPALITY. ❑AlAAGE� CABLES/CONDUITS SHALL BE REPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGED STRUCNRES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT WST SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. PROPER NOTIFlCATION TO THE OWNERS OF iHE EXISTING UTILITIES SHALL BE MADE AT LEAST 48 HOURS BEFORE CONSiRUCTON COMMENCES. po�wnou mumo�s USE WAIER SPRINKLING, IEMPORARY ENCLOSURES, AND OT1ER SUITABLE MET10D5 TO LIMIT �UST AND DIRT RISING AND SCATIERING IN iHE NIR TO iHE LOWEST LEVEL. COMPLV WTH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROiECTION. SEE EROSION CONTROL SHEE15 FOR FURTHER EROSION CONIROL RE�UIREMENiS. Fi�uNc ensEMEN1s nuo voios COlAPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM OEMOLITION OF STRUCTURES TO iHE RNAL LINES AND GRADES SHOWN ON THE CONiRACT DOCUMENTS. BACKFILL MATERIAL SHALL BE INDOT APPROVED CRUSHED LIMESTONE OR APPROOED EQUAL USE SATISFACTORV SOIL MATERIALS WNSISTING OF STONE, GRAVEL AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MAIERIALS, ROOTS AND OTHER ORGANIC MATIER. PRIOR TO PLACEMENT OF FILL MATERIALS, ENSURE THAT AREAS TO BE FlLLED ARE FREE OF STANDING WAIER, FROST, FROZEN MAIERIAL, TRASH AND DEBRIS. PLACE FlLL MAIERIALS IN HOPoZONTAL LAYERS NOT EXCEEDING 9" W LOOSE DEPTH. COMPACT EACH LAYER AT OPiIMUM MOISNRE CONIENT OF FlLL MAIERIAL TO 95% OF MODIFIED PROCTOR DENSITY UNLESS SIIBSEpUENT EXCAVATON FOR NEW WORK IS REpUIRED. >> U U N � O � U O �� A' =n� a�� W `"ni � -Pon o wa..� i �nan� o � Z o U Q T m m T a m o .( �"e'�WsRreco�r�� N Q. * PE11400406 : * '� SIRi Cf � �' �� xo nxn...S�� i Y � / ` W Q � J^ I..L � � O X � � W a � O � � Q � � � W LJJ � � Vl w w U J ORIGINAL ISSUE: KHA PROJECT N0. 170110000 SHEET NUMBER C2.�