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Home My WebLink About[1] 2017.02968.CE.C610.SD-C612a �� C .T] � m � O � � � � m �j � � C� � 0 Z C7 (/� m � m � � O m Q _ � N � A D O � � � D � ��O O CJ C � .-O � W � Z O o , � � � � � c� r 0 Z (7 (/� � � � z < o0 m O — � o� o n z f � � � Z D � A O 3' TOP SqL za' + � CLp55 �e' D = 7 1/2' e' . 'n + CONGREIE "- i .. : �L114�7L4 CURB AND GUTTER, CONCRETE, TYPE ll NO SCALE NOlES: IN7EqiAL WRB N1hl CONqtEIE PA44AENT SHALL � 9MIWt SHME q1fE I�11 E%P�SEO SURGRCES WN7flAC71IX1 JqN75 SHNL BE SANED IN WNiINUW3Y PWRm qlIAS i0 A AIINIAIUN DEPhI Cf 1/3' 0 OP/APEN SUBqiADE BEFqtE PIApNG CQYqiEIE WNTMIL JqN75 EOERY 5' M/tlYUN ON RADII O7HERXISE E'RiY 10' YNOYUN. %2EFORIAED EkPANSION JOINT E4ERY 50' MAqMUM. NO BACKFlWNG qi C011PACPON MAY OCCUR 12' FAq1 Wf� UN71L 5 NLL DAYS HAVE PASSED AFIER PLACING CONq2ElE SHP11 BE INSTAl1ID IN ACCOfmANCE N1h1 INDOT STANOMO SPEpFICAlIONS 24" 3" i0P SOIL 2' RADIUS SLOPE 1 /4 �% CLA55 'A CONCREIE '�.. •. � = 7 1/2' CURB AND GUTTER, CONCRETE, TYPE lll NO SCALE NOlES: IN7ECRAL CUPB `Mhl CONCREIE PAIENENT SHALL BE 9MIUR SNME CURE ALL E%POSEO SURFACES WNIRAC11IXi JOINIS 54ALL BE SAXEO IN CONIINUWSLY POORm WRBS TO A NINIAION OEPiH OF 1/3' 0 DAMPEN 9JBGRAUE BEFORE PIACING QINCREIE CONiROL JOINiS E�9iY 5' Mhtl4UM ON RADII OIHFAWSE EI�WY 10 4AXINUM. PR60flAlm EXPANSION JOMT E4ERY 50' MAqMU4. NO BACKFlWNG OR COMPAC➢ON NAY OCWR 17 FAOM CUIiB ON11L 5 NLL OA15 HAVE PASSE� PF1ER PUCINC CONCFEIE SHALL BE INSTALLED IN ACfAROANCE 617H INDOT STANDARD SPEpFICAlI0N5. n � � � � � � � D � � � � � o � � r D � � 0 � D Q r � � � w � � 0 FlNAL B, SNPi1 f NOIE 1. i 0 rc � � r NOIE: JqN15 SHALL BE CUi Po1H A JqN1ER HANNC P RADIUS Of 1/4' ANO FlLLID MTi J�INT FlLIER. i 0 rc � � r CONCRETE SIDEWALK NO SCALE NOiES: � ECUEU ANO BROW FlNISNEO . NO 'RCNflE FAANE' FlNISHES M1LL BE PERMIT7E� � � C1A55 'A' WNqiEIE �.�J D I� � � 6' DFP7H OG CONq2ElE AND 6' COMPAC7ED AGGREGAIE N0. 53 TO BE lISEO ACROSS DPoVES �� IF AGtl2EGAlE IS REWIIED �53 STONE YALL BE USm AT A MINIMIIM Of 4', 'M7H IXCFPPON OF Ad20SS IX214E5 RELEA5E0 FOR CONSTRIICTI�N Su6jec��o compliance with allregula�ions of S�a�e antl Local Codes City of Carmel r �un��\i lo•rvalM��_ DATE: 08�24�20 � C7 ~ O � A � m m C� a O �� r � � r c m � � � G� � C O � � A o � N o � � .-O D O D Z I � O W � .ZDJ O �' TOP 5( CONPACIED BACKFILL CONCRETE ROLL CURB & GUTTER NO SCAIE I/2' NOIES INIEGRPI WIiB M17H CqICREIE PAVEMENT SNP11 BE SINIIAR SHAPE CURE P11 E%POSED 9JfffACES CONiRAC➢ON JOINiS SHALL BE SAMF➢ IN CIXiTN00113Y PWRm IXIFBS TO A MININOM OEPiH OF 1/Y 0 DAMPEN SUBCRADE BEFORE PUQNG WNQiEIE CON7ROL JOIN15 EIERY 5� AIAXIMUN ON RPDII O1HERINSE E1£RY 10� NAqMUM. PR60fdAFD E%PAN90N JqNT EYERY 50' MRf04UN. NO BAIXFlWNG 0.F CqAPAC110N NAY OCpIR I]' FAW CIIRB IlN11L 5 FULL OAYS HAYE PASSm PF1ER RAqNG CONCREIE SHALL BE INSTPllID IN ACCOfmANCE N1hl INDOT STANDMO SPECIFlCAlIONS OF SUBGRA�E 6' MINIYUM OG i0P501L OR CqAPAC7EU � AGtl2EGAlE �3 � PAffMENT SECPOfi VMIES %\� \� \� \� � \� \� \� \� �j\� . . ' . � ��\\// �� MINIMUM COVER SHALL ' � BE PQt NOIE d BmDING, HAUNCHINC, 7RENCH PoDhI, INI7IAL BACKFILL MA7FRIALS, PU(IIAENT, AND - CONPAC110N PER STANDN20 PRACPCE Of Ulllltt HAYING JIIR1311CITON O4ER wsrnw,noiN. , � 0 PIPE MAiERIAL PER UTIpTY HANNG JURISDICIIW OYER INSTPllA710N. WATER & SEWER MAIN AND LATERAL TRENCN DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R/W NO7E5: NO SCALE 1. FlNPL BAIXFILL FOR OPl17Y INSTALLAPONS NHERE 'L' IS 5' OR lESS SHALL BE 8-Bq2ROW FCR S7POCIDRE BA(7fF1LL AIFEPNG 7HE NAIERIAL REWIREMEN75 OF hlE INDOT AND SHALL BE C4MPAC7ED IN fi' MA%IMUM LIFlS TO NOT lESS hIAN 95S STANDARD PROCTq2 DEN9tt FOR hlE FNPRE DEP7H OF hlE NA7ERIAL PLACEO. 1HE BACI(FlLL Fqi 7HE TOP 6� OF 1HE EXGAYF110N 9ELOW 1HE IIMIT OG SU9GRAOE SHP11 � f53 STONE MEEIING 1HE MATFRIPL fEpUIfEMENTS OG 7HE INOOT AN� SHALL � CqAPAC7ED TO NOT lESS 7NAN 95x STANDARO PROCiqi OENSItt NR hlE ENPRE OEP7H OF 7HE MAlEPoP1 PUCm. IF 7HE SiANDARD PRACiICE OF iNE UPIIiY 7HAi HAS JJRISqC710N 04ER hlE INSTALLA710N HAS A MORE S7PINGFNi FlNAL BACKFlLL REWIREMENT, hlE MORE S7RINGENT PEWIRQAENT MILL fAYERN. CON7RACTOR SHP11 PRONOE A 7N PAR7Y 7ES71NG ACENCY TO PRONOE WMPAC7I�N 1E571NG AS NECESSMY. 2. h115 REWIREMENT SHALL APPLY GOR P11 U71LIlY INSTPllATONS (INCLUqNG B'JT NOT 11MIlED TO WAIER MNNS, WATER SQtV1GE LAiERALS, SANITARY MAINS, SANITPRY SQtV10E LAIERALS, GAS PI%NG, POKER, IEIELONM ANO CATV CONDUITS OR DUCT BANK) YA7HIN EqS71NG AN� PR4POSm p7Y OG CAFMEL F/W LIMI75. 3. Fqi UPLI7V INSTllLh710NS UNDER Cltt S7REEl5, REGARDIESS OF hlE JORISqCPON OF hIE U71117Y, 7HE MINIMUM COYER FROM hlE RIP OF hlE INSTALLED PAYENENT IXi FINAL GROUND EIEVAPON TO 7HE TOP OF 7HE INSTPllED PIPE CONOUIT OR DUCT BANK SHALL ff NO 1E55 7HAN 2.5 FEET. IF 1HE STANDAR� %2AC710E OF hlE UPlltt 7HAT HAS JURISqCPON 04ER 7HE INSTP110.710N HAS A MORE S7RINCENT COYER REQUIRENENT, 7HE MORE SIRINGENT REWIRENENT SHALL GOYERN. 4. IF E%IS11NG SIIBpiAOE HAS BEFN IIME S�ABIpZEO. BAf](FlIL YATi B-BOfdiOW TO BOTTOM Of EIUSTNG SUBGRPDE PN� FlLL TO iHE LIAIIT Of iHEAIE� SIIBfRME N11H COAIPAClEO AGCRECAIE, NO 53. CITY OF CARMEL STANDARDS I STANDARD WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING rno I ITII ITV inicTni i nTinnic wiruini �iTv o �w 10-32 � � N � � I ➢ � r � � n �j o �� ➢ � � r m Z � � O � C Q � a � o � � � � � J D O D Z I g o � � �TD] � Z N � ➢ r � C ~ � � W O D � 0 m � z �� o � X Cn � a � z EMIS7ING PA�FAIFNT TO BE SAMCUT ANO CIEAN OF O�RIS ANO LOOSE ASPHALT BEFORE INSTPILNG WRB ... ! C1ASS�A'.- A cOncR�h.• ,_ 1Y MIN o Na,�s: INSTALLING CURB ADJACENT TO EXISiING PA �EMENT NO SCALE v � w INIEGRAL ClIR9'MiH CONfREIE PA6EMENT SHALL BE SIAIILM SHAPE ll � � CURE ALL E}POSEO 9JRFACES � CCN7RACPqJ JOIN75 SHI11 BE SAWqIT IN CONPNUOUSLY PWRED WflBS TO A MININUM OEP7H OF 1/J' D UkAPEN AIBCR�➢E BEFORE PLACING CONCREIE CON7ROL JqN75 S�NCIIT E4IIiY 5' MAqMUM ON RADII O7HFRMASE E�ERY 10' NA%IMIIN. PREFqWED FMPANSION JqNTS EYERY 50' MNOMUM � NO 9AGKf1WNG OR WIAPAC110N MAY OG(UR 12' fAOM GURB UNTIL 5 NLL OAYS HA4E PASSE� AF1FA PLIGING GIXlGIiEiE �� IXIS➢NC ONDERORAIN ANU FlLiER FABPoC �ND ST(1NE DRNNACE ENVELOPE SHALL � PIS3R4E0 N Z� �� AP SHALL 9E INSTNIID IMTHIN 1 1/Y FJ1511NG A�JAGENT ptPDE, 1 1%1� OF HMA SURFNGE, 9.5 mm SHNL 9E INSTALLEO TO MATGH E%ISPNG GRNES �� CONq2ElE SIALL BE INSThIIED IN ACWFOANCE N17N INOOT SiPN�ARD SPEQFlCA71IXi5. 6' MIN PER INDOT STANOARD DFA4NNG EB0/-S�NK-01 < isz sor� . . `:.. . 1/P' TO gTRENFNT � 1�7 PRFFIXWm JpNT iILLER PRFPIRED AIBGRADE CONPACIED IN ACCORDANCE M17H SECPOfI 207 OF STPNDPRO INDOT SPECS. SIDEWALK ADJACENi TO CURB NO SCAIE NOlE4 EOCE ANO �i00A1 FlNISH. NO 'PIC711RE FRAYE' FINISHES N1LL BE PERNIT7ED CLASS 'A' CONCREIE 6� OEP1H Of CONCREIE AN� 8� CpIPAG1E1) AGGREGAIE, NO 53 TO 9E USE� RCRO55 IX211E5 IF AIXREGAIE IS REWIRm j53 STONE M1LL BE USED Ai A NININUM OF 4', YA7N E%CEP710N OG ALROSS DRIYES WRB PER OETRILS: 10-13 iHRIXldI 10-1J ANO 10-23 �Au�� 777 Congressional Blvtl. , Suite 300 Carmel, Indiana 46032 � ■ QnniEairary ■ STRUCTUREPOINT irvc � �:so snaaeiam Staro� I��a�a�apors, ma�a�a aerss TEL 3b.501.55B0I FAX ]b.5d3.02i0 w.vwsVuc[ur¢Poin�.com CARMEL MEDICAL ARTS PAVILION 12774 N. MERIDIAN ST. CARMEL, INDIANA "- No. �` ��a�62 STAIE OF FIED BY ISSUANCE INDEX DATE: 08/09I2019 PROJECT PHASE: PERMITTING Project Number 2017.02968 CITY OF CARMEL DETAILS C612 24' YINIAIUN 1B' kN105 L PREPAREO SU9CRME COMPACIED IN ACCqiDANCE Po7H SECPON P07 Of STANDMD INOOT SPECS.