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Home My WebLink AboutC400 Utility PlanSTRUCTURE DATA TABLE STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* 1 INLET TYPE 'J' 81878 -87G 2 INLET TYPE 'J' 81878 -87G 3 INLET TYPE 'A' R -3405 4 MANHOLE TYPE 'B' R -3010 5 INLET TYPE 'A' R- 3286 -8V 6 INLET TYPE 'A' R- 3286 -8V 7 MANHOLE TYPE 'B' R -3010 8 INLET TYPE 'A' R -3405 9 MANHOLE TYPE 'B' R-1772 -A 10 INLET TYPE 'A' R- 3286 -8V 100 SANITARY M.H. R- 1642A 101 SANITARY M.H. R- 1642A in a) 0 E c 0 0 a) E 0 Z 0 0 0 J a) 0 L. a) 0 J N N r) 0 0 N N 0 J C 0 3 0 0 03 a a E 0 N 0 00 N N 0 3 6 a) a- C 0 0 0 m 0 a) O 0 Cif; CD (0 (0 0 0 0 N- CD CD OD 0 (1) O i 0 U, 4c\/' -SD i z I GARAGE STORAGE I BUILDING I L jI i i III II Ii I 1 TORY OFFICE BUILDING 39,309 G.S.F. 11 �i y/ �L .11 r H I 6 6 R la-, /7 I R/ r I i I I I z r II i I t 0 f J I/ 1 7L 11 i� l" T.C. 740.93 T INV. W 736.10L_' INV. E 736.13 CLUBHOUSE SD t_ t :D 8 PA Q SD cc= -S 21' RCP 151 LF OF 8" PVC 0 0.45% T.C. 741.90 INV. 736.74 ROOF DRAIN BY PLUMBING CONTRACTOR 92 LF OF 21* RCP 0 0,76% 101 LF OF 12" RCP 0 0.35% 6" FiRE F.O.C. INV_ 737.05 CLEANOUT INV. 739.18 CLEANOUT CLEANOUT ROOF DRAIN BY PLUMBING CONTRACTOR PROPOSED BUILDING 21,114 S.F. F.F.E. 743.80 ROOF DRAIN BY PLUMBING CONTRACTOR CLEANOUT INV_ 739.24 PROPOSED BUILDING 19,920 S.F. F.F.E. 743.80 ROOF DRAIN BY PLUMBING CONTRACTOR CLEANOUT T.C. 741.65 INV_ 737.79 T.C. 741.90 INV_ 738.41 EX T.C. 740.63 J INV_ N 736.08 INV. E 736.13 MEM =NM 11•1111■111111117111MINIA NNW 41111•1111. 111•1111. L SD 0 +00 10O T.C. 742.30 INV_ E 736.83 INV. W 736.73 4 LF op 18" RCP J SD SD T 74 1 INV_ 736.70 21 LF OF 18" RCP 0 0.55% SAN_ INV. 738.70 CONCRETE CRADLE REQ'D. CONTRACTOR TO VERIFY INVERT PRIOR TO ORDERING ANY t° STORM OR SANITARY STRUCTURE T.C. 744.23 INV. W 737.29 INV. S 738.36 INV. E 738.56 0 +50 J 8615 OF 8" PVC 0 0.45% INV_ E 736.55 INV. W 736.50 UNDERDRAIN (TYP.) •469: rTh i 74 .55 -TAPPING SLEEVE AND VALVE 1 +00 SANITARY SEWER PROFILE SAN. M.H. NO. 1 TO SAN. M.H. NO. 2 SCALE: VERT. 1 =5' HORIZ. 1" =30' 4 c3 wA INV_ 738.79 _WTR -WTR 0 G- T.C. 741.82 INV. 737.25 II 741.66 INV_ 737.09 153 LF OF 18 CP 0 0.35% HAVEN POINT BOULEVARD TAPPING SLEEVE AND VALVE F.D.C. wr R l 0 UNDERDRAIN (TYP.) GENERAL NOTES /r N N .6% �f NN‘>\\ UT UE I I I T 742.00 INV. 738.73 0 LF OF 12" P 0 0.35% 102 LF OF 15" RCP 0 0.24% CI T. 74 I INV_ 738. ---_UT It 1� i t 1 SANITARY SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO LOCAL SANITARY SEWER SPECIFICATIONS AND REQUIREMENTS. 2.) ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER SYSTEM ARE PROHIBITED. 3.) SANITARY MANHOLES SHALL BE PRECAST CONCRETE OR MONOLITHIC, CONSTRUCTED OF CLASS "A" 4,000 PSI CONCRETE, AND CONFORMING TO ASTM C -478. 4.) JOINTS BETWEEN PRECAST SANITARY MANHOLE SECTIONS SHALL CONFORM TO ASTM C -443. 5.) SANITARY SEWER PIPE AND FITTINGS MAY BE EITHER PVC THAT CONFORMS TO ASTM D -3034, SDR 35 WITH A MINIMUM CELL CLASSIFICATION OF 12454 -B, OR REINFORCED CONCRETE PIPE CLASS III, IV, OR V IN ACCORDANCE WITH ASTM C -76, OR DUCTILE IRON PIPE CONFORMING TO ANSI SPECIFICATIONS A21.51 AND AV/WA C- 151, OR HIGH DENSITY POLYETHYLENE PIPE CONFORMING TO ASTM -3350 CELL CLASS P.E. 3344 33C. 6.) SANITARY SEWER PIPE JOINTS SHALL CONFORM TO LOCAL SANITARY SEWER SPECIFICATIONS. 7.) CONSTRUCTION SHALL NOT COMMENCE UNTIL AN IMPROVEMENT LOCATION PERMIT HAS BEEN OBTAINED_ 8.) ADDITIONS, DELETIONS, AND /OR REVISIONS TO THE SANITARY SEWER FACILITIES SHALL NOT BE MADE WITHOUT APPROVAL BY THE CITY OF CARMEL 9.) WATER MAINS CROSSING ANY AND ALL SEWERS SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" BETWEEN THE OUTSIDE OF THE WATER MAIN PIPE AND THE SEWER PIPE. ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SUCH THAT BOTH JOINTS WILL BE EQUIDISTANT AND AS FAR AWAY FROM THE SEWER AS POSSIBLE. IF WATER LINE(S) CROSS BELOW SANITARY SEWER UNE(S), SEWER UNE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT PARTICULAR SPAN_ 10.) EXISTING UNDERGROUND UTIUTIES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ACCORDING TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF THE EXISTING UTILITIES AND REPAIRING ANY DAMAGE DONE TO THE UTILITIES DURING PROBING OR CONSTRUCTION. TO OBTAIN ACCURATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTIUTIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE. INDIANA UNDERGROUND CABLE LOCATION 1- 800 -382 -5544 AND CARMEL UTIUTIES AT 317 -571 -2648 OR FAX 317- 571 -2653. 11.) ALL STORM DRAINAGE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL STORM SEWER SPECIFICATIONS AND REQUIREMENTS. 12.) FIELD TILE ENCOUNTERED SHALL BE REPLACED AND /OR CONNECTED TO THE STORM SEWER SYSTEM. 13.) SIDE SLOPES 3:1 OR GREATER WILL BE SODDED OR STABIUZED WITH AN EROSION CONTROL BLANKET_ 14. ALL EARTHEN AREAS DISTURBED DURING CONSTRUCTION SHALL HAVE TEMPORARY SEEDING AND MULCHING_ 15.) SILT FENCE AROUND STRUCTURES IN PAVEMENT AREA ARE TO BE INSTALLED PRIOR TO PAVING CONSTRUCTION_ 16.) GRANULAR BACKFILL REQUIRED FOR ALL PIPE UNDER PAVEMENT AND WITHIN 5 FEET OF PAVEMENT. IF ANY PART OF TRENCH IS WITHIN 5' OF PAVEMENT ENTIRE TRENCH BACKFILL SHALL. BE GRANULAR. 17.) THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. LEGEND EXISTING 6 x 0 0 0 SD SAN WTR •O• 4 0 r UT xx NORTH 0 30 60 90 POWER GRAPHIC SCALE IN FEET CONTOUR UNE SPOT ELEVATION STORM CURB INLET STORM INLET STORM MANHOLE SANITARY MANHOLE SANITARY CLEANOUT STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER CONCRETE END SECTION STORM SEWER SANITARY SEWER WATER LINE FIRE HYDRANT POST METER PIT THRUST BLOCK WATER METER PIT WATER SHUTOFF WATER VALVE GAS GAS METER GAS UTILITY MARKER GAS VALVE ELECTRIC UTILITY MARKER PULLBOX TRANSFORMER UNDERGROUND ELECTRIC TELEPHONE PEDESTAL UNDERGROUND TELEPHONE GROUND UTE POLE WITH TELEPHONE ATTACHMENT GUY WIRE DISABLED PARKING SIGN SIGN *CASTINGS TO BE NEENAH OR EQUAL PROPOSED 7 49 OR 1 753 00 752.50 fin 0 1 w r 6R glirt G 0 B UE UT ADD MONAL NOTES: 1. TRACER WIRE MUST BE INSTALLED WITH ALL WATER UNES. 2. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE ALL WATER UNES. DON'T DIG BLIND MOLE 1- 800 382 -5544 CALL TOLL FREE Duke CONSTRUCTION 600 East Sine 100 96th Street IN 46240 Phone: 31 Fax (317 808 -6797