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Home My WebLink About04120001-2.10a 00 I Ln O O N c 0 3 � 0 I m M N - r7 -0 Lo O 3 a m r� O CD IN NO3 � I � r� N �Mo U 0 / N -p X 0 _ U I / a) L c C)') O 0 0 O E N Z r� c W a- z O r� cn E / a m z C) o. Ewa �Q 4- c/ D o O Q J 0 TIC 888.81 F E X7 / INV S 884.71 L INV N 884.36 J/ INV SW 884.36 ACES TIC 888.33 rEX� 00b L/ POWER MARKETING Q INV 885.08 L ��'J CHMARK TC 887.86 (2 1 %� / INV W 878.40 � `) 15 SID INV E 878.43 INV N 878.64 INV. S 878.55 / N /l / Q/ // / w/ � TIC 889.27 l (j INV SW 879.61 Q/\ / INV SE 879.77 J� cr- F IV _ UT ------ UT - - - - - - - - - - - ul G / �� •/ Q�c, lb - - - - - - - - - - TAPPING SLEEVE AND VALVE 99TH STREE ; TIE INTO EXISTING 6 " U1 LATERAL 69' WEST OF - - �-- - - - _ J / DETENTION MANHOLE 2 - - - - - - - _ 1 - ��E , /N.P884 58 - -- - UT - - -- 1 -- _ ��= ND N UND 100 YR. ELEV. = 887.97 - T - - - END SECTION 6 0\ INV. 884.58 - - - INV CLEANOU 1 11, COO _ SANITARY MANHOLE #2 50 LF OF 6" PVC I O 1.0 %(MIN.) pp 4 END SECTION \ COORDINATE INV. 884.58 CONSTRUCTION WITH DEVELOPMENT TO WEST. C9 73 LF OF 12" RCP O 1.22% 92 LF OF 15" INCIL NOUT CO ? j RCP O 0.33% 100 LF OF 6" At PVC O 1.0% 49 LF OF 12" O0 RCP O 0,45% (7 wn R T. C. 890.60 2 T.C. 889.20 7 5 INV. N&S 884.8 INV. 885.56 I INV. W 885.34 PROPOSED STANLEY 108 LF OF 12 "J STEEMER RCP O 0.45% 'HOLEY MOLEY' 1• NT DIG 1- 800 - 382 -5544 CALL TOLL FREE V " oU INV. 886.�05 I DITCH INV NE 879.67 QL I INV. II 98 LF OF 15" RCP O 0.25% I �I I I CO CLEANOUT NV. PROPOSEd BUILDING W 15,000 S.F. I O F.F.E. 890.8 3 II O 2" DOMESTIC WATER Li 8" FIRE P TECTION I 3 LF OF 12" RCP O 0.45% " 4 T.C. 886.80 6 INV. 885.30 I e I I i \ I I I II �I I ( I I _-- -__RF_ RaP UNDEVELOPED I I I I I 18" RCP INV. 887.22 CIO\ \so I I I `SEND NOT FOUND I I I I I I I I I I I � I I � I INV. 884.82 ALT &WITZIG ENGINEERING 108 LF OF 12" RCP O 0.44% 3 NV NORTH 0 30 60 90 GRAPHIC SCALE IN FEET LEGEND EXISTING m C C F__ 71 iE0 - - -- SD - - -- ---- SAN - - -- ----WTR---- Xa - - -- UE - - -- - - -- UT - - -- Iffm STORM DOUBLE CURB INLET CONCRETE END SECTION STORM MANHOLE STORM CLEANOUT SANITARY MANHOLE SANITARY CLEANOUT STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER STORM SEWER SANITARY SEWER WATER LINE FIRE HYDRANT POST INDICATOR VALVE THRUST BLOCK WATER METER PIT WATER VALVE GAS GAS METER GAS UTILITY MARKER UNDERGROUND ELECTRIC ELECTRIC UTILITY MARKER TRANSFORMER UNDERGROUND TELEPHONE TELEPHONE PEDESTAL PULLBOX LIGHT POLE DISABLED PARKING SIGN SIGN DITCH TREE PAVEMENT UNDERDRAIN STRUCTURE DATA TABLE STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* 1 ONNECT TO - EXISTING PIPE STUB S,y - 3 INLET TYPE "A" X12�� ` -32 LF OF RCP O 0.42% END SECTION - 5 CO TOR TO RELOCATE ` BUR ELECTRIC, GAS AND \ WATE \1S NECESSARY FOR 7 STORM EWER CONSTRUCTION. CONTRAOR SHALL ALSO TAKE R -3405 CARE No TO DAMAGE SIGN. INLET TYPE "A" END SECTION 9 I INV. 884.58 °I1 I I (I I I I INV. II 98 LF OF 15" RCP O 0.25% I �I I I CO CLEANOUT NV. PROPOSEd BUILDING W 15,000 S.F. I O F.F.E. 890.8 3 II O 2" DOMESTIC WATER Li 8" FIRE P TECTION I 3 LF OF 12" RCP O 0.45% " 4 T.C. 886.80 6 INV. 885.30 I e I I i \ I I I II �I I ( I I _-- -__RF_ RaP UNDEVELOPED I I I I I 18" RCP INV. 887.22 CIO\ \so I I I `SEND NOT FOUND I I I I I I I I I I I � I I � I INV. 884.82 ALT &WITZIG ENGINEERING 108 LF OF 12" RCP O 0.44% 3 NV NORTH 0 30 60 90 GRAPHIC SCALE IN FEET LEGEND EXISTING m C C F__ 71 iE0 - - -- SD - - -- ---- SAN - - -- ----WTR---- Xa - - -- UE - - -- - - -- UT - - -- Iffm STORM DOUBLE CURB INLET CONCRETE END SECTION STORM MANHOLE STORM CLEANOUT SANITARY MANHOLE SANITARY CLEANOUT STORM STRUCTURE NUMBER SANITARY STRUCTURE NUMBER STORM SEWER SANITARY SEWER WATER LINE FIRE HYDRANT POST INDICATOR VALVE THRUST BLOCK WATER METER PIT WATER VALVE GAS GAS METER GAS UTILITY MARKER UNDERGROUND ELECTRIC ELECTRIC UTILITY MARKER TRANSFORMER UNDERGROUND TELEPHONE TELEPHONE PEDESTAL PULLBOX LIGHT POLE DISABLED PARKING SIGN SIGN DITCH TREE PAVEMENT UNDERDRAIN STRUCTURE DATA TABLE STRUCTURE NO. STRUCTURE TYPE CASTING TYPE* 1 END SECTION - 2 ENO SECTION - 3 INLET TYPE "A" R -3405 4 END SECTION - 5 MANHOLE TYPE "B" R- 1772 -A 6 CONTECH SLOTTED DRAIN - 7 INLET TYPE "A" R -3405 8 INLET TYPE "A" R -3405 9 END SECTION - 10 INLET TYPE "A" R -3405 "CASTINGS TO BE NEENAH OR EQUAL "PROVIDE CMP ELBOW AT WEST END OF SLOTTED DRAIN, TURNED DOWN 6" WITH END CAP TO ACT AS SUMP. PROPOSED • O • G El 100 8"W opw 4 G UE UT GENERAL NOTES 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 /TOWN OF, 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. 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. 18, SEE SHEET C603 FOR SANITARY SEWER REQUIREMENTS. F s` ":119t31t11lj� ............. '� � � �f ✓:.fib N 2 W 0 � U V Fa- Q. 0. 0 O N O N O ZM O to o in a o 0 c o o N .i o v o QO Lq a � O .� v- (14 W J0 � (oN►� O I- c d- 14) LL. H z oc a wa z W z � W -wiz a z� W wO��- J =J LL W ~ �a u SHEET N0. C400