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HomeMy WebLinkAboutC400 Utility PlanSTORM STRUCTURE DATA TABLE STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* 1 END SECTION 11 INLET TYPE 'J' R- 3287 -10V 2 MANHOLE TYPE 'B' R -3010 12 INLET TYPE 'J' R- 3287 -10V 3 MANHOLE TYPE 'B' R -3010 13 INLET TYPE 'A' R- 3286 -8V 4 MANHOLE TYPE 'B' R- 3287 -10V 14 INLET TYPE 'A' R- 3286 -8V 5 INLET TYPE 'J' R- 3287 -10V 15 END SECTION 6 INLET TYPE 'J' R- 3287 -10V 16 7 INLET TYPE 'A' R- 3286 -8V 17 TEMP PIPE END 8 INLET TYPE 'A' R- 3286 -8V 18 INLET TYPE 'J' R- 3287 -10V 9 INLET TYPE 'J' R- 3287 -10V 19 INLET TYPE 'J' R- 3287 -10V 10 MANHOLE TYPE 'B' R -3287 UWE a. a I N 'r ev v E o cv C a. C a) Co •0 4) 0 a C 0 U rn (0 0 U 0 U (0 '4. N 0 n. 0 t) T.C. 869.30 T.C. 865.80 T.C. 869.05 9 LF OF 12" RCP 0 0.64% T.C. 869.88 INV. W 865.64 INV. 866.38 INV. S 865.74 CLE NOUT MESTIC WATER (2) 2" 1hATER METERS CLEANOUT CO 105 LF OF 12" RCP 0.45% 12" PVC ROOF DRAIN 12" PVC ROOF DRAIN z 9 'IN' .D.C. ii l'�rv�,� 011EIMMIIII�IMM®III®I®�IMMU �®IIMINININIE IPMBE�C�����I® T.C. 869.05 I INV. NW 864.20 l INV, E 864.30 INV. S 864.36 s .1 9 LF OF 18" RCP 0 0.30% I. 98 LF OF 18" RCP 0.20 CLEANOUT INV. 860.73 13 INV. N 866.12 T.C. 869.30 INV. S 866.22 m INV. W 865.60 INV. S 865.50 T.C. 869.30 INV. 865.55 INV, 860.00 T.C. 869.50 INV. N 864.98 INV. S 865.08 T.C. 870.20 RCP 0.31% T.C. 869.20 INV. W 864.69 INV. S 864.79 234 LF OF 18" RCP 0 0.31% T.C. 869.05 INV. N 864.39 INV. S 864.49 126 LF OF 24" RCP 0 0.30% 9 LF OF 15" T.C. 869.50 1 INV. N 865.23 INV. S 864.78 INV. W 864.68 T.C. 869.30 T.C. 865.30 9 LF OF 12" RCP 0 0.75% T.C. 869.15 INV. SE 863.85 INV. W 863.75 UT WTR fr'J II Ir II II tt rr II 11 11 rI It II II n It It LL I FUTURE DEVELOPMENT WTR U1 T- -t= :LEP- I4ONE- E UT .0 868.41 SEX INV E 865.11 L_ __J 0 a. U w ASPHALT EX TC 868.88 J INV N 853.98 I I, r C) 7( o U� l� I uI --__H*-- TEMPORARY PIPE END WTR WTR- of INV. 864.78 10" SAN TO"SAN 1 END SECTION INV. 863.82 33 LF OF 12" PVC 0 0.55% "-„END CAP WITH '6" ORIFICE OPENING 1NV.. 864.00 U T U T UT UT UT CONCRETE SIDEWALK Q I J I I I POND "B" 100 YEAR ELEV. 867.69 ORMAL POOL ELEV. 864.00 0.59 ACRES CLEANOUT INV. 861.48 i tins 30' GREENBELT SETBACK r r r END SECTION I 1 T.C. 863.00 81 LF OF 30" RCP 0 0.37% UT UT -UT UT UT------ UT n A /Tf1 4 ••!!i®•n1.9ii161®iiiia ••I••®••U!I'•'• MBi®•••••iEN9Y •!�E• lo•®m1•®n•• lsI•m••i mini® illiumIa•®aln UT UT UT UT UT UT UT -e- UT UT UT UT------ UT---- -UT -UT -UT- UT NORTH PENNSYLVANIA STREET 1 0 �A D z TC 870.76 INV W 858.68 v INV N 858.7 INV S *CASTINGS TO BE NEENAH OR EQUAL *END CAP WITH 6" ORIFICE OPENING CONNECT TO EXISTING MAIN 50' WATER LINE ESMT. W /TAPPING SLEEVE AND VALVE 10 "SAN-- 710 SAN 10'SAN-- -10 "SAN 7/ CONCRETE SIDEWALK ASPHALT -4 M C 10"S N UT t Z A 10 "SAN T.C. 869.10 INV. E 863.40 INV. SW 863.30 X� TC 872.27 T I I i I I i I I i I I i I I i I I z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ab Name: C400—utl, REVISION 1 0 d z N Z O I_ co W p 0 a. 0 N O 4- O I 0 a_ J U) of 0 m U) 0 U) U) 0 o V APPROX 13000 N. PENNSYLVANIA STREET CARMEL, INDIANA UWE a. a I N 'r ev v E o cv C a. C a) Co •0 4) 0 a C 0 U rn (0 0 U 0 U (0 '4. N 0 n. 0 t) T.C. 869.30 T.C. 865.80 T.C. 869.05 9 LF OF 12" RCP 0 0.64% T.C. 869.88 INV. W 865.64 INV. 866.38 INV. S 865.74 CLE NOUT MESTIC WATER (2) 2" 1hATER METERS CLEANOUT CO 105 LF OF 12" RCP 0.45% 12" PVC ROOF DRAIN 12" PVC ROOF DRAIN z 9 'IN' .D.C. ii l'�rv�,� 011EIMMIIII�IMM®III®I®�IMMU �®IIMINININIE IPMBE�C�����I® T.C. 869.05 I INV. NW 864.20 l INV, E 864.30 INV. S 864.36 s .1 9 LF OF 18" RCP 0 0.30% I. 98 LF OF 18" RCP 0.20 CLEANOUT INV. 860.73 13 INV. N 866.12 T.C. 869.30 INV. S 866.22 m INV. W 865.60 INV. S 865.50 T.C. 869.30 INV. 865.55 INV, 860.00 T.C. 869.50 INV. N 864.98 INV. S 865.08 T.C. 870.20 RCP 0.31% T.C. 869.20 INV. W 864.69 INV. S 864.79 234 LF OF 18" RCP 0 0.31% T.C. 869.05 INV. N 864.39 INV. S 864.49 126 LF OF 24" RCP 0 0.30% 9 LF OF 15" T.C. 869.50 1 INV. N 865.23 INV. S 864.78 INV. W 864.68 T.C. 869.30 T.C. 865.30 9 LF OF 12" RCP 0 0.75% T.C. 869.15 INV. SE 863.85 INV. W 863.75 UT WTR fr'J II Ir II II tt rr II 11 11 rI It II II n It It LL I FUTURE DEVELOPMENT WTR U1 T- -t= :LEP- I4ONE- E UT .0 868.41 SEX INV E 865.11 L_ __J 0 a. U w ASPHALT EX TC 868.88 J INV N 853.98 I I, r C) 7( o U� l� I uI --__H*-- TEMPORARY PIPE END WTR WTR- of INV. 864.78 10" SAN TO"SAN 1 END SECTION INV. 863.82 33 LF OF 12" PVC 0 0.55% "-„END CAP WITH '6" ORIFICE OPENING 1NV.. 864.00 U T U T UT UT UT CONCRETE SIDEWALK Q I J I I I POND "B" 100 YEAR ELEV. 867.69 ORMAL POOL ELEV. 864.00 0.59 ACRES CLEANOUT INV. 861.48 i tins 30' GREENBELT SETBACK r r r END SECTION I 1 T.C. 863.00 81 LF OF 30" RCP 0 0.37% UT UT -UT UT UT------ UT n A /Tf1 4 ••!!i®•n1.9ii161®iiiia ••I••®••U!I'•'• MBi®•••••iEN9Y •!�E• lo•®m1•®n•• lsI•m••i mini® illiumIa•®aln UT UT UT UT UT UT UT -e- UT UT UT UT------ UT---- -UT -UT -UT- UT NORTH PENNSYLVANIA STREET 1 0 �A D z TC 870.76 INV W 858.68 v INV N 858.7 INV S *CASTINGS TO BE NEENAH OR EQUAL *END CAP WITH 6" ORIFICE OPENING CONNECT TO EXISTING MAIN 50' WATER LINE ESMT. W /TAPPING SLEEVE AND VALVE 10 "SAN-- 710 SAN 10'SAN-- -10 "SAN 7/ CONCRETE SIDEWALK ASPHALT -4 M C 10"S N UT t Z A 10 "SAN T.C. 869.10 INV. E 863.40 INV. SW 863.30 X� TC 872.27 T I I i I I i I I i I I i I I i I I z CO OD N WTR UT T CO SAN WTR LEGEND EXISTING 0 0 L EX] EX 0 G SD UT 0 40 80 120 GRAPHIC SCALE IN FEET GENERAL NOTES CONSTRUCT NEW MANHOLE OVER EXISTING STUB STORM CURB INLET STORM INLET CLEANOUT SANITARY MANHOLE STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER STORM SEWER UNDERDRAIN SANITARY SEWER WATER LINE FIRE HYDRANT WATER VALVE UNDERGROUND ELECTRIC TRANSFORMER GAS GAS METER UNDERGROUND TELEPHONE WATER METER POST INDICATOR VALVE THRUST BLOCK DONT DIG BLIND PROPOSED 1 6"WTR 0 UE G UT 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 AWWA 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 LINE(S), SEWER LINE MUST BE CONSTRUCTED FROM WATER MAIN MATERIAL FOR THAT PARTICULAR SPAN. 10. EXISTING UNDERGROUND UTILITIES 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 UTILITIES, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING FORTY -EIGHT (48) HOURS IN ADVANCE: INDIANA UNDERGROUND CABLE LOCATION 1- 800 382 -5544. 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 STABILIZED 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. 'HOLEY MOLEY' 1 -800- 382 -5544 CALL TOLL FREE SHEET NO. C400 Tab Name: C400—utl,