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Home My WebLink AboutC400-UTILITY-PLAN-Rev.2i � N a 0 � � � U O I � � � 0 0 m N a n a 30 °' 0 I u 0 0 m a � v � � o a � � 0 X V � � � o y m v � c n � v � m ; m a r � I a � o p m a � � a P 3 3 � a F d � I I 0 0 m rn � v n n � a i U � x a 0 U o+ ! a '> � U � ry c � - o a a � a o �' o a � o � ° o 3 a � � a N � � � a v � N O � �oU O � m�o�i m� o� N� o y Y� \ � om o ` y � o U c � SANITARY STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM INVERT NOTES a' - azo.e+ (s) 4 E%ISIING MMIHOLE 821.83 8� � 820.64 (N) IX 8" OR 10� = 820.64 (N) 8� � 820.80 (W) IX 8" OR 10� = 820.60 (`A� 5 54NRARV MANHOLE 832.17 8' = 823.02 (E) 8' = 822.64 (N) 6 S4NRARV MRNHOLE 83].OB 8' = 828.19 (117 � �I �I II � I il m -_----� ��_- �I SAN � �hl � �I W � � > I � I � � Q I _______ c��_�w _ m W � li G � p �I� �a � i� Q i U i �I m I � I ,� ��i I W � � � � 13 3 I � I �, �� Ce� � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� 1 � CB1 CB2 CB3 Wa CBS CB6 22 �� 6 22 II 11 nwza � ____-`_ _-_� - - �. � � � � ��'� -- •._ - , . ., , . ,. -T -I - - - - - ��_�_�' � UE UE ilE U �^ �I�� .•�. � � �I - � �� IIII■■,III,�,1 _ ■ ■ � ■ ■ i�� Q� � C � I` BUILDING 1 ❑lal❑ BUILDING 2 ��I�� ■_`O :AN H3 a�.,�� MH2 � � � �� I � � I , I I i � �'�iI� � nP. � �// A�\ ryl \10 I � / �� j +- -� � OFFICE BUILDING / � �ree w�r ra aas.xs \ � / / � \ i � � - � � � � � . �� / � � i / � /�� ,i I / 3 1 � � -- -- -- �� 1 1 � I - -« - --- N � �----�. _ � � t� iG 80] ]6 � iC 80ZE0 �� I _uree w CI13 - 4 � / - � � - - - - - - \ / / - - - - - � --12' W�R--_---12= - 12"WTR------12' WTR------12'WTR_--- - - - - -12"WTR------ CI14 � -� ---------- � �V- � - - - - �� j � I� � I�� 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��_ oarE: 03/19/20 � � BUILDING 4 ❑ ❑ FUTURE 1 TAVERN � BUILDING 5 MH15 J- ° ` / ❑ p o 0 0 0 0 0 0 0 � 21 nP. II ❑ BUILDING 3 -----� � MH ---_�p..�R--- � I L �� I � � �� I �� lJ � � :� � � � - � � - ._ _ � i 4'�`sna-LK *c�.� ss av a nrt io p c w ezoi Ore ID VC,N 8 0 G �°° "e� s"".. O S.00R - FOR MFO. ONLY (N.I.C.) J 6'L^a LEGEND _ 12'SD _ 570RM SEV/ER fOUNDATION DRFIN/UNDERDRRIN A'SAN St�ITPRY SEWER �2"W�p WATER MRIN G G �3 / ur ��vHor+e UE ELEC7FtIC HVE NICH VOLTAGE ELECTRIC F F RBER OPfIC _ . . . . . . . . . . _ IXISrING UIILIIY TO BE ABANDONED � CRTCH B.451N/RREA URAIN � WRB INLEf Z , ENDWALL y p CLEANOIR > 10505661 SfAIE OF W � 3 � MANHOLE � E " .�. iIRE HYDRPNT °� a �� WAIER VALVE a �v OX PROPoSm STORM I.O. m m OPROPoSm SPNRRRY I.D. UTILITY KEYNOTES W = � a _ o, , � R0.0CAlED WAIER NAIN. � 7) PROVOSED BUILDING STORM - SERVICE (SEE PLUMBING PLANS). / OO PROTEC110N WAlERCSERVICE. �g RELOCAIED PUBLIC WAIER (BV Z O OTHERS). _ �3 FlRE DEPARTMEM CONNECTON. N � '�- �� J�7 � pDJUSf UTILIIY SiRUCNRE TO A8 FlRE HYDFWJT ASSEMBLY � � � OO FlNISHED GRADE. SERJED FROM BUILDING � Jr \ PLUMBING SYSTEM. PRNAIE - O� � � � ��I � 8' SANRARY SEFVICE O 1.00R PNNTED RED 2� � z �� \ � (MIN). pp� T-COUPIJNG REQ'D k TIE EX. V� O o p� m � 6' C.P.P. TO NEY/ STORM W p � 6 RELOCATED HIGH VOLTAGE SEWER. � W I L� ELECTRIC (BY OlHERS). O H V1 � - � - I� p� PROPOSEO INLEfS ON TOP OF a 0 � O U \ � 25' ELECTRIC FASEMEHL - PO�IUM STRUCNRE. (SEE L�' �� PRIM4M DISTFtIBUTION CPBINEf. PLUMBING) .�-� ��8 (BY DUKE ENERGI') 22 PROPOSED FlRE HYDRAN� -_ � �/� , - g� R0.0CAlED OVERHE4D ELECIRIC. � �EMBLV 6- 30�/`��-3� Cp� TRANSFORMER BY DUNE ENQtGY. 23 p(�E SSON �Z D.I. WATER EWN d � ocr y o - `� �'{�-�- 11 PRIAl4RY ELECTRIC SERJICE. 24� pROVIDE 10'X10"X72" TEE E V O �. � - _ ,�I M'� � �2 SECANDPRY ELECTRIC SEKVICE. p� ppg� M�ICRTOR VPLVE a z � �g I I �� pERNAGENCY REpUIREMENIS. �2� DOUB �C ECKDETECT R a y v�i N L p 0 r � I �y PROFOSEO lfrILRY POLE RND � O H � p� r � i��ll ��i I ouv. /v cin or cnaua secuairy i:: _ N"' 15 R0.0CAlED UGIR PoLE. �ERA CONDUR BOX M._ ;o r X i6 8' DOMESTC WAIER SERVICE W 'ZB �Z� 4 CONDUIT WITH PULL BOX � N�� LL 4" METQt AND RP2 R4CKROW �D IURNED UP INSIDE NORrH PREVENTER INSIDE BUILDING WALL OF IDF IN BUILDING 4 F w > � � �-- W WI v � � V I ' � � I U� aEl�cH oaniN azs.o X I �- - W � 23 f �� eervcH oraim �sa.as � L ;i� , 13 �2"XS" REDUCER 'li � � '1\\\ �-� � ---�u - ------30"SD�- I � I t I- � �I � � � W � a UTILITY NOTES � � 1. ROOf DRNNS, fOUNDATION DRAINS, AND OTHER CLEAfJ WATER CONNECTIONS O TO THE SPNRNRY SEWER SYSTEM ARE PROHIBITED. O 2. S4NRARY SEWER PIPE AND FRTINGS MAY BE EIfHER PVC THAT CONFORMS TO � ASTM 0-3034, SDR 35 WIRi A MINIMUM CELL QASSIFlCATON OF 12454-8, OR REINFORCED CONCREfE PIPE CVSS III, IV, OR V IN ACCORDANCE WIR1 ASTM C-]fi, OR �UCTILE IRON PIPE CONFORMING TO AN51 SPECIFlCATIONS A21.51 AND AWWA C-151, OR HIGH DENSf1Y POLYETHYLENE PIPE CONFORMINC TO ASTM-3350 CELL CL155 P.E. 3344 33C. 3. CONSTRUCl10N SHALL NOT fqA1MENCE UNIIL PN IMPROVENEf�R LOCATION PERMR Hf5 BEEN OBTNNED. 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHPLL HAVE A MINIMUM � VERTCAL SEPARATION OF 18' BEIWEEN THE Ol7�SIDE OF 7HE WATER AWN PIPE PND THE SEWER PIPE. ONE NLL LENGTH OF WATER MNN PIPE SHALL BE CENTERED AT THE POIM OF THE CROSSING SUCN TH4T BOTH JOINTS J N7LL BE EQUI�ISfANT PND AS FPR AWAY FROM THE SEWER AS POSSIBLE. 6 WATER LINE(5) CRO55 BELOW 54NITARV SE'NER LINE(5), SEWER LINE MUST B J 1 CONSTRUCiED OF EITHER �UCiILE IRON PIPING OR OF 200 pai PVC (SDR-27 .. ' OR EpUIVFLENT) FOR THAT PARTICUUR SPAN. � � � � 5. E%ISIING UNDERGROUND IRILRIES ARE SHOWN IN THEIR APPRO%IM4TE C� � LOGTIONS ACCORDING TO THE BEST AVNLIBLE MFORMATION. 1HE C Z , CONTRRCTOR SHPLL BE RESPONSIBLE fOR OEfERMINING THE E%ACT LOCATION � i OF THE EXISTNG U1ILRIES AND REPNRING ANY OAA44GE DONE TO THE � � U1ILITIES OURING PROBMG OR CONSrRUCTION. TO OBTAIN ACWRRTE FIELD LOCATIONS OF EXISiING IINDERGROUND UiILRIES, THE COFRRACTOR SHALL ,Z � ; NOTIF1' THE FOLLOWWG FOR1V-EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1-800-382-5544. ... ^ . U �� ' 8. ALL SfORM AND S4NRARV SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH CI7Y OF CARMEL STANDARDS AND SPEqFlCATI0N5. ,^ j �+ J ' 7. FIELD TILE ENCOUNTERED SNALL BE REPLACED AND/OR CONNECTED TO THE O W' STORM SEWER SVSTEM. ` B. GRANUIFR BFCKFILL IS REQUIRED FOR ALL PIPE UNDER PAVEMEM MID �/ � WRHIN 5 FEEf OF PFVEMENT. a� � 9. THE CONTRRCTOR SHPLL BE R6PONSIBLE TO PROVIOE RT HIS IXPENSE RLL � Q ; AUTOMOBILE PN� PE�ESIRl4N TRAFFlC CONIROL DEVICES REQUIRED BY FEDERPI, C ACENCY. , 0 ON x � j SHPLL E P ON OF . �O�PRY WTERALS SHALL BE 8' SDR-35 WC O 1.00]G AIINIMUN SLOPE � � T ALL V...RALS SHPLL MAIHrNN A MININUM OF 3� OF COVER FRON FINISHED � � \ TOP OF PIPE. � : \.%� 11. ALL W� ER E CONSIRU B I � ACCORDANCE WIIH CARMEL WAIER STANDARD SPEQFlG4TIONS AND REOUIREMENTS, INCLUDING AS-BUIRS PROVIDm AT COMPLETION. ,+ 12. FLL WATER MAIN BENDS, ELBOWS, TEES, VAlVES AND NYDRANTS SHALL HA�E v PROPER THRUST BLOCKING. 13. IF R WILL BE NEC65ARV TO RELOCATE E%ISTING UTILI71E5, TIE E%PENSE OF SUCH RELOCAlION SWJ1 BE T1E RESPONSIBILIIY OF 1HE DEVELOPER. ALL U11LIT' POLES SHALL BE LOCATED WIT11N ONE FOOT OF THE PROPOSEO RIGIR-OF-WAV. 14. SEE SHEEf C101 FOR E%ISIING STORN SEWER AND SRNRARY STRUCTURE iNFoaMnnoN. 15. ALL STORM SEYIERS WRHIN PUBLIC RIGFir-OF-WAV SH4LL BE REMFORCED CONCREIE PIPE. I\� j Z ': Q J ; o a � Z_ ` � r t w � I � ; Q JL I U r I I � C400