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HomeMy WebLinkAbout(04) C400O C] N O 0 y C 3 v c o E a m � O MO U [C O � � O "tea o O 0 0 0 a EnY am pc y c 0 00 N SANITARY STRUCTURE TABLE STRUCTURE ID DESCRIPTION RIM INVERT NOTES 4 EXISTING MANHOLE 821.83 8" - 820.64 (N) EX 8' OR 10' - 820.64 (N) 8' = 820.60 (W) EX 8' OR 10' - 820.60 (W) 5 SANITARY MANHOLE 832.13 8' = 823.02 (E) 8' - 822.64 (N) 6 SANITARY MANHOLE 837.06 8" = 826.19 (W) I ��------------��� �T r II ----------- ---t � 15 Ij C81 CB2 CE3 CH4 CBb CRC 11 2 22 „ HW24 11 rMIN ---- T - - - UE - US -UE --UE -- US f BUILDING 1 BUILDING 2 m SAN✓3 �/II n A, N �- SA 61H2 \\ \\ \\ \\ I I I I 1 111 TYP. - - - - - - - - - - - - - - �10 `+� -a� OFFICE BUILDING I RB w�a TC e4s.35 / 3 \ I Uzi $T" TC 84776 CURB NLET Tc: 84764 C113 _-12"WTR------12'WTR------12''WTR------12 -----12"WTR------12'WTR---- CI14 ®_ I� -------------- A - I I RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and meal Codes City of Camel DATE: 10/31/19 MH15 Jm BUILDING 4 FUTURE TAVERN I== = 1T fl 21 NP. BUILDING 3 0 - I1 LEGEND Z IQD STE STORM SEWER \0P n fie66e1 �� 0 40 80 120 FOUNDATION DRAIN/UNDERDRAIN OAT EOF C SANITARY SEWER MOUMF =40 GRAPHIC SCALE IN FEET 12'WrRWATER MAIN O - G G GAS NT TELEPHONE 05 /01/19 I I UE ELECTRIC HVE HIGH VOLTAGE ELECTRIC F F FIBER OPTIC EXISTING UTILITY TO BE ABANDONED r- L I CATCH BASIN/AREA DRAIN CURB INLET Z - I , ENDWALL y p CLFANOUT W Iu y LL r MANHOLE 0: N N .O. FIRE HYDRANT c v o WATER VALVE m 03 i O PROPOSED STORM I.D. w o OPROPOSED SANITARY I.D. FUTURE CONSTRUCTION rn m UTILITY KEYNOTES P. Will Q 0 0 O RELOCATED WATER MAIN. 18 6' DOMESTIC WATER SERVICE W/ ❑ _ - 4' METER AND RPZ GW FlRE O COMBINED DOMESTIC/PREVENIER INSIDE BUILDING / Z N o PROTECTION WATER SERVICE. PROPOSED BUILDING STORM FIRE DEPARTMENT CONNECTION. 17 SERVICE (SEE PLUMBING PUNS). � ADJUST UTILITY STRUCTURE TO O RELOCATED PUBLIC WATER (BY 1\ O FINISHED GRADE 18 OTHERS) O a N 0- \ 2 O 8' SANITARY SERSERVICE9O 1.00E FIRE HYDRANT ASSEMBLY Ii m 7 Z Z I \ \ ©(MIN). 19 SERVED FROM BUILDING U o O m VI m 1 PLUMBING SYSTEM. PRIVATE - W n g RELOCATED HIGH VOLTAGE PAINTED RED LU 4 \ ( O ELECTRIC (BY OTHERS). 0 1 N ❑ MH420 / 4 I\\ O7 25, ELECTRIC EASEMENT. T-COUPLING REO'D TIE IX. a O ❑ ❑ U J 6' C.P.P. TO NEW STORM O DISTRIBUTION CABINET. SEWER. (BY DUKE 6 .: ••' 8 (BY DUKE ENERGY) 21 PROPOSED INLETS ON TOP OF / RELOCATED OVERHEAD ELECTRIC. PODIUM STRUCTURE. (SEEPLUMBING) 30 - - 30 TO TRANSFORMER BY DUKE ENERGY. m + C Z..55 �c O 22 PROPOSED IRE HYDRANT T PROPS F warms - -_ - r nn rza _�^ - 11 PPoMAITY ELECTRIC SERVICE ASSEMBLY m N ,4 40S.00>i - - - - - - /� Y O SEORDARY ELECTRIC SERVICE 23 EXTENSION SED 12" O.I. WATER MAN d Z N FOR RFD. ONLY (N.I.C.) CONNECT TO EXISTING UTILITY 4 o .10 I 22 ti 13 PER AGENCY REQUIREMENTS. 24 PROVIDE 10"X10"X12" TEE ` o N / 25 A 23 - - \ ` _ _ _ _ _ - 14 PROPOSED UTILITY POLE AND O POST INDICATOR VALVE C p m FIRE SERVICE ENTRY WITH N y N n 15 RELOCATED LIGHT POLE DOUBLE CHECK DETECTOR n DIN.5 16 ASSEMBLY INSIDE BUILG BIDm C LL (10� 26 3 159'-8" SAN O 2.00E 12 N UTILITY NOTES I I 1. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS A'11 I TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. W I9 w 2. SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO \ a ASIM D-3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION R 12454-B, a In OR REINFORCED CONCRETE PIPE CLASS III, N. OR V IN ACCORDANCE WITH 00 J LL _ ASTM C-76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS I I- AAND AWWA C-151. OR HIGH DENSITY POLYETHYLENE PIPE Q O UILDING 5 0 21.51 CONFORMING TO ASTM-3350 CELL CLASS P.E. 3744 33C. O 0 W tl I J. CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION a ID N PERMIT HAS BEEN OBTAINED. 0 5 P: I I 4. WATER MAINS CROSSING ANY AND ALL SEWERS SHALL RAVE A MINIMUM L _ VERTICAL SEPARATION OF 18' BETWEEN THE OUTSIDE OF THE WATER MAIN U TiE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL EHCH oeAiN :62s.44 BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS Li WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE IF W WATER UNE(5) OF BELOW SANITARY SEWER OR OF, SEWER LINE MUST CONSTRUCTED OF SS B OW SA IRON PIPING OR OF 200 Pei PVC (SDR-BI _ I OR EQUIVALENT) FOR THAT PARTICULAR SPAN. a I 23 L � 73CNCH DRAIN e2e.65 5• XSSTING UNDERGROUND UTILITIES ME SHOWN IN THEIR APPROXIMATE L L LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. WE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE J O ' 13 12�)C8� REWCER UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD Q LOCATIONS OF EXISTING UNDERGROUND UTILITIES, THE CONTRACTOR SHAH K NOTIFY THE FOLLOWING FORTY-EIGHT (48) HOURS IN ADVANCE: INDIANA J I UNDERGROUND CABLE LOCATION 1-800-382-5544. C Z �__� 8. ALL STORM AND SANITARY SEWER CONSTRUCTION SHALL BE PERFORMED IN J Z r ACCORDANCE WITH CITY OF CARMEL STANDM05 AND SPECIFlCA110N5. .. \ T L - 7. FIELD 111E ENCOUNTERED SHALL BE REPLACED AND/OR CONNECTED TO THE Z Q Q STORM SEWER SYSTEM. /� z U 8. GRANULARLL FO BACKFlIS REQUIRED R ALL PIPE UNDER PAVEMENT AND li a VV I WITHIN 5 FEET OF PAVEMENT. �0 j Z 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL V / O RD J - I AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL. STATE, COUNTY. CITY OR LOCAL AGENCY. WE AMOUNT. LOCATION O W j UU _ AND SIZE SHALL BE PER DIRECTION OF AGENCY. `/ 10. ALL SANITARY LATERALS SHALL BE 6' SDR-35 PVC O 1.00E MINIMUM SLOP Li LU V J - - SD - - - - - -30"SD - - - - _ _ _ ALL LATERALS SHALL MAINTAIN A MINIMUM OF 3' OF COVER FROM FINISHED 0 GRADE TO TOP OF PIPE. LU UU Q J uu. MH � ---12"0. R--- 11 A__ WATER BE PERFRMED CONSTRUCTION P CIFlCATIONSOAND IN = J Q v ACCORDANCE�WTM CARMELR WATER STANDARD SSTRUCTUE REQUIREMENTS, INCLUDING AS-BUILTS PROVIDED AT COMPLETION. W U 12. ALL WATER MAIN BENDS, ELBOWS, TEES, VALVES AND HYDRANTS SHAH HAVE C r C W PROPER THRUST BLOCKING. L ----12"WTR �, 12---12"W - --1 3 13. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL Unni POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. U 14. SEE SHEET C101 FOR EXISTING STORM SEWER AND SANITARY STRUCTURE INFORMATION. 15. ALL STORM SEWERS WITHIN PUSUC RIGHT-R-WAY SHALL BE REINFORCED z CONCRETE PIPE. W N0. WET I � _ C400