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HomeMy WebLinkAbout06060001.17E J i j = q l I LEGEND 1 v 1\0 N �o o 11v o _ __ Q ; Donald _ A p9g 00 YEAR FL00 qre en N = _ °7j oo - —_ CD ° ��ng umen� In = RIGHT -OF -WAY LINE = STORM SI WER LINE 0�0� 0�0� ^ RA x o °y =_ a o ' — — = swALE rro ,-r .� p V m y �. i o ` _ -_ = 00 = o = SANITARY ';EWER LINE • = SANITARY SEWER MANHOLE =FLOW DIRT CTION M M 00 o -o Z = EXIST. CONTOURS w 44 "9 � D o o a -° n 00 100 o = STORM BI LHIVE INLET = STORM 1111 E T.C. = TOP OF ( ASTING � i a V °, -6 �n 0.2- m -0 ' 11 FLOODWgY INV. = INVERT RCP = REINFORCI D CONCRETE PIPE PVC = POLYVINYI CHLORIDE SANITARY SEWER PIPE �J 0100 °y �o ° \ m - a ° o 11 M.H. = MANHOLE STRUCTURI_ T-0 N ° o v 11 ' II W. U. &U.E STIR. = D. &U.E. = DRAINAGE AND UTILIT EASEMENT R.D.E. = REGULATED DRAIN EASEMENT B.S.L. = BUILDING " ETBACK LINE 04 a �� o -0 ) o o 11 1 J0o "`liQ V.W. = VARIABLE WIDTH PROP. = PROPOSED ME =MATCH EYISTING 7 aj a O ° w m �ODOP ` TYP. = TYPICAL u o Z.Q� — — — = SUBSURFACE DRAIN AND SUMP LINE a w WATER = LINE �o CC[ = CONCRETE END SECTION � V1 FLOOD POUTE CA Q s °� SAN ST?, WCCgOV 000.0 = PROPOSI D GRADE PA =83996 STM STR #700 = PROP. STORM STURCTURE NO. r1Y■, a � I� �q0 a \ � w 11 � �, � INN IN =841 86 w SAN srR #900 =PROP. SANITARY STURCTURE N0. = EXIST. TPF_ELINE .� ^� I ____ 21 D &U.E. o 11 r F °r,- Wetly• `Ao`ff °rNe�l E. �1 �.�✓ = PROPOSED FIRE HYDRANT OO • 11 ©�l' Unk' 300 PROPOSI O V PI AN MH LE10 5853.00 7.G- STR WLG906 SAN QO ZC= 852. -�' SS - �� OF Q 400�St @ 0.28% ' 1 1 erlt #$9 r u m �� = D WATER LINE VALVE 857.3 PAD GRADE 9 EX (N)INV-' 36.70 36 $0 g38 14 INV OUT= g4 11 / 15 D &u.E. °PROPOSED r0 v EX (S)INV E IN - PROP () 836.80 INN IN= 833 -8__ � \ `I 11 ,y � � ° 10, SSP @ 0 M.F.P.G. - MINIMUM FLOOD PROTECTION GRADE 0 �' W 2� &U t -� \ 11 �' 11 � ° 5 OF U E 15'� i OF PAD`, MINIMUM GRADE FOR ANY STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR H 04 O / 11 --- ACCESS, ETC.) kA O V 7�9 11 SZR wLC908 50 Sa /' O, \ \ SPN STR WLC905 '1 11 40 TN 80U V 30 10, �s TC= 852.00 52 INV OUT =g3 �_ OF 10" SSP @ p.28% 11 ' 1NV IN =853 NOTES: LL s � 62 I 400, 11 THERE ARE TO BE NO WATER VALVES OR MANHOLES E 20 p u w 11 ' PLACED WITHIN THE PAVEMENT, CURBS OR SIDEWALKS. p . "WLC ", � < � ssP @ p 2a�o Sara C °rya 0 11 SANITARY SEWER STRUCTURES ARE DESIGNATED AS �� z z �_ ° 10 un p . & 0 5930 �� II INDICATING THE WOODS AT LIONS CREEK AS REQUESTED z g - Q STR W�G9o4 Sha 9a W° °d, t # _ 11 ' BY CTE ENGINEERS, INC. (CLAY TOWNSHIP REGIONAL 0 " TC= 85300 lnstrumen ' 1-83.12 11 WASTE DISTRICT CONSULTING ENGINEERING FIRM) \ INV Ou -83� 32 INV tN- 11 11 pz 11 1 11 CITY OF CARMEL STANDARD BACKFILL NOTES: c STORM SEWERS I A t • 1 I Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed I in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches 6' S.0 below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below � ' I HORIZONTAL SCALE.' the pipe barrel shall be 6- inches. Bedding, haunching and initial backfill shall be compacted a 0 S R 7 " =50' 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 C 3n 1 T pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. 15 2.0 0o N o c`; The limit of initial bockfill shall be 6- inches above the springline. Minimum trench width;' E shall be the outside diameter of the pipe plus 18- inches. z 1.0 A 0.0 L Final Backfill �.I _ Final backfill for all RCP installations under and within 5 -feet of pavement shall be z B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall o be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for 7 z the entire depth of the material placed. The backfill for the top 6- inches of the excavation 0 below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting ^1 the material requirements of the INDOT and shall be compacted to not less than 95% o Standard Proctor Density. 870 870 Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill material free of rocks larger than 6- inches in diameter, frozen lumps of soil, wood or �IIIIIIII�/ `����V�1� H• other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% ���� N �Fi l� o Standard Proctor Density for the entire depth of the excavation. ��� vP .� �,GIs TEq y o = N0. = - ` C) ,ti • 8827 • 865 � ° 00 865 CITY OF CARMEL STANDARD BACKFILL NOTES: STATE OF O II 11 WATER AND SEWER UNDER CITY STREETS / \\ �i� 'nF ' NDIANP. V� \\� �sS /ONAIL,�����\ a L vi ~ 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 860 with the standard practice of the utility that has jurisdiction over the installation. 860 - Final Backfill ALLAN AN H. VPEIHE P.E. 8827 0 0 Final bockfill for water mains, water service laterals, sanitary mains and sanitary service Uo o laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill __J o _J o � M U F-+ meeting the material requirements of the INDOT and shall be compacted in 6 -inch CD a L CD t X00 + U N J o � o �� - " M ~ maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches of the excavation below the start of the 1 855 CD Q � 00 ~n ll C`_i � CNi � Ln 00 _- -- _ 1 2" RCP � 855 aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDICT and shall be compacted to not less than 95% Standard Proctor -ll - II = INV. =857.13 w Density. If the standard practice of the utility that has jurisdiction over the installation has I U z U l II II II — w w a more stringent final backfill requirement, the more stringent requirement shall govern. X ° wcnI-- fT a cn Cn � z 0v �n Q aU _ can C/1 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS W 850 For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary 1 850 C) C/� 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 pavement section practice of the utility that has jurisdiction over the installation has a h Q more stringent cover requirement, the more stringent requirement shall govern. ��Q 845 1 [845 I o C/) j w II 8- BENCHMARK INFORMATION II ` ak 840 BM: D.N.R. BM DISK STAMPED "LEE 2 AZI" - N.G.V.D. 1929 SET 840 II IN THE TOP OF A CONCRETE POST, LEVEL WITH ROAD IN THE II 400' of 10" SSP @ 0.28% `OC° SE QUADRANT OF WEST 131ST STREET AND SHELBOURNE o —1 ROAD. Ni--4R E/4 CORNER OF SEC. 30 -T18N -R3E. 400' of 10" SSP @ 0.28° �O� 06� �� 00 114' of 10" SSP @ 0.28 �� 00 �� Ln� �� 0000 ll Il 835 ELEVATION: 917.887 y 835 `�� �� 00 DO N �� 00� - II II _ Q)� > > TBM 1: 0000 II 11 (9) 11 II a) > R/R SPIKE SET NORTH SIDE OF PWP. API''ROX. 60' SOUTH OF ll Il n 131'-"T ST. AND NEAR THE SOUTHERLY" EXIENSION OF THE � > > EAST LINE OF NW /4, SEC. 30 -T18N -R3E l j Z c c - o C_ C__ 830 O 830 - ELEVATION: 910.30 ^� 1 0 TB M J2: I x F+i CD CUT SQUARE 10 FEET EAST OF THE END OF THE SOUTH CURB OF DOLAN WAY. ELEVATION = 907.86 TBM # 3 = CUT SQUARE 1.0 FEET NORTH OF THE SOUTH FNDOF THE EAST ° �+ 825 825 HEADWALL APPROX. 20 FEET NORTH OF THE SOUTHWEST N w 0 0 +00 0 +50 1 +00 1 +50 2 +00 + 3 +00 3 +50 4 +00 2 50 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 CORNER of SURVEYED PARCEL. - NO. ELEVATION: 890.24xEEr I I I C401 PROJECT NO W06 -0031 I