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Home My WebLink About06060001.209 3�7 , 6\ ,5 "PO 5�� 0 0 \ \\ � SpN 8820 X59 � 0 .✓ 'CGS p�� g9 g'I / � \ 5 � 2. 4J \ 41 -o 8 .b ut 4a 83 0 880.6 20 \ or- 70 c 880 — u � +oo Q \ N� SS 40 , 8j99 0� _y _8 d A o_o DUF T _ � 880. 9 ; 882.59 2 882.26 82 0 �� q qNT 882.0 O Wjs° gT�NT 5 watx ° \ r 1 > V 5.0 E S 4.0 HORIZONTAL SCALE- RC ' 3.0 50 ' I L 5 20 o N o C E 1.0 L 0.0 _- GRANU 890 BACKFIL L 890 in U J 0-) O 3: Lo �o °. 0000 N + N N 00 885 885 �� \00 � li Il � cad � � II II IT 11 Q cn cn f— U PROPOSED < - cn cn GRADE ° a 880 _- �, 880 EXISTING 8" O GRADE WATER Z d- W 875 W MAIN ° 875 4. * W •:: W 870 v� 870 - .e ° . 12" RCP •' � p., INV.= 870.81 Q a.. U � 865 .. a 865 .° • ° a� o� 860 of 10" SSP @ 0.28% Ln r` 860 271' of 10" SSP @ 0.287 �O' �Q0 oo 0000 o co co 0000 II II u7Ln II II 00 00 (D Q) II II >> " �� 855 855 L� cc c C_ 850 850 845 845 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 9 8 - r- 1 • .4 �0 00 V) p '0 U U %oo� Z0000 0000 I t-.: t.� C MM00 VY w a - i U �Z W a I� a0 O H a� NOTES: N WATER VALVES OR N A LEGEND THERE ARE TO BE 0 E MANHOLES I �p PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. Z x� = RIGHT -OF -WAY LINE = STORM SEWER LINE I-� = SWALE SANITARY SEWER STRUCTURES ARE DESIGNATED AS "WLC ", = SANITARY SEWER LINE INDICATING THE WOODS AT LIONS CREEK AS REQUESTED = SANITARY SEWER MANHOLE rA = FLOW DIRECTION BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL F, 9 — = EXIST. CONTOURS WASTE DISTRICT CONSULTING ENGINEERING FIRM) 0 W 0 = STORM BEEHIVE INLET U ❑ = STORM INLET T.C. = TOP OF CASTING W r� INV. = INVERT V RCP = REINFORCED CONCRETE PIPE H PVC = POLYVINYLCHLORIDE SANITARY SEWER PIPE CITY OF CARMEL STANDARD BACKFILL NOTES: O M. H. = MANHOLE Z STIR. = STRUCTURE STORM SEWERS D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATED DRAIN EASEMENT Bedding, Haunching, Initial Backfill O r B.S.L. = BUILDING SETBACK LINE Bedding, haunching and initial Backfill for all RCP installations shall be B- Borrow for V.W. = VARIABLE WIDTH Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed PROP. = PROPOSED in the trench bottom such that after the pipe is installed to grade and line, there remains ME = MATCH EXISTING a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches TYP. = TYPICAL below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below — — = SUBSURFACE DRAIN AND SUMP LINE the pipe barrel shall be 6- inches. Bedding, haunching and initial Backfill shall be compacted ---W— = WATER LINE in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the m = CONCRETE END SECTION pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. =FLOOD ROUTE The limit of initial backfill shall be 6- inches above the springline. Minimum trench width z c - � � c shall be the outside diameter of the pipe plus 18- inches. ¢ 7 y �, _ a _ Lo z _ 000.0 = PROPOSED GRADE = s Final Backfill s g r, J - STM STIR #700 = PROP. STORM STURCTURE NO. Final backfill for all RCP installations under and within 5 -feet of pavement shall be o o B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall SAN STR 900 =PROP. SANITARY STURCTURE N0. �N # be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for Q = EXIST. TREELINE the entire depth of the material placed. The backfill for the top 6- inches of the excavation w z below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting _- = PROPOSED FIRE HYDRANT the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. = PROPOSED WATER LINE VALVE Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill o 857.3 = PROPOSED PAD GRADE material free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE Standard Proctor Density for the entire depth of the excavation. OF PADS. MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) CITY OF CARMEL STANDARD BACKFILL NOTES: WATER AND SEWER UNDER CITY STREETS i Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, placement and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. I`JI> Final Backfill � Final backfill for water mains, water service laterals, sanitary mains and sanitary service < laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill t tj a meeting the material requirements of the INDOT and shall be compacted in 6 -inch z maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the c material placed. The backfill for the top 6- inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material w , requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor ; �T Density. If the standard practice of the utility that has jurisdiction over the installation has ��IIIIIIIIf��A� a more stringent final bockfill requirement, the more .stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREET`, N0. For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary _ 8827 Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the = -O = �o STATE OF 4, pavement section practice of the utility that has jurisdiction over the installation has a 4Q more stringent cover requirement, the more stringent requirement shall govern. '�.�0�`�. '7/0 N A L, a `� BENCHMARK INFORMATION I ALLAN H. WEIHE P E. 8827 BM: D.N.R. BM DISK STAMPED "LEE 2 AZI" - H.G.V.D. 1929 SET IN THE TOP OF A CONCRETE POST, LEVEI WITH ROAD IN THE SE QUADRANT OF WEST 131ST STREET AND SHELBOURNE ROAD. NEAR E/4 CORNER OF SEC. 30 -T 18N -R3E. ELEVATION: 917.887 I TBM _#1 R/R SPIKE SET NORTH SIDE OF PWP. APPROX. 60' SOUTH OF��+ 131ST ST. AND NEAR THE SOUTHERLY EX FENSION OF THE EAST LINE OF NW /4, SEC. 30 -T18N -R3E ELEVATION: 910.30 V TBM 2: EAST OF THE END OF THE SOUTH CUT SQUARE 10 FEET CURB OF DOLAN WAY. ELEVATION = 907..6 TBM # 3 = CUT SQUARE 1.0 FEET NORTH OF THE SOUTH ENDOF THE EAST O HEADWALL APPROX. 20 FEET NORTH OF ]HE SOUTHWEST W s CORNER OF SURVEYED PARCEL. N I � _ ELEVATION: 890.24 (� 0 3 O J ►� I Z Iv 2 I SHEET N0. C404 PROJECT NO W06 -0031