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Home My WebLink About06060001.13- = 9 4 C 8 � - I Q) u - • 4 U 000 0000' MM00 U. U LEGEND w / E,, 25 +00 E,'S fi3E" � � 84 a� ". t � � G� ❑ �--- -- - - -� -a !1�_�`�m ---___ - -�- __ = RIGHT -01 -WAY LINE = STORM `,EWER LINE = SWALE � � a U � l c49 889.68 ��a 890.4 - / STM STR 740 CURB INLET _ �- - -� - -__ ___ HLVd 17VH --b p� - - -�__� �-/N - - __. __ �- = SANITARf SEWER LINE • = SANITAR'r SEWER MANHOLE = FLOW DIIIECTION W A rQ� ^ Z TC= 893.93 889.16 - __ -_ __ -- J W3Sb SS300b -N --fN �J F� --- = EXIST. CONTOURS g91 U' NV= o - -- c -' N 3--57 ,C!_ _ -__ _ 213QIflOHS 3NO1S ,� �--I o =STORM EtFEHIVE INLET = STORM IULET I-� a 7 O -- -- - w v W - - - -- i� - -_- - 1N�waS SS3,C0b -N N -- � � � CL T C =TOP OF ASTING INV. = INVERT RCP = EINFOR, PIPE m Iii z - -� ___ _ � ED CONCRETE �►/ 0 3 z N n 60d �Vd Sf10210d > V1393A �, I 7 S 8 Ob i -- --_ - -- - - - - -- -_ - -- _ - - __ - - - -- O p ti � � � � °r' PVC = POLYVINrI_CHLORIDE SANITARY SEWER PIPE M. H. = MANHOLE STR STRUCTURE 1-� 0 �S! o J N CDL ..91. r W �? I �� = -•_�� V ¢ L }] °� ° i u o W v L m D. &U.E. = DRAINAGI AND UTILITY EASEMENT NT R.D.E. = REGULATI D DRAIN EASEMENT a ^a 1 7t o 3NVI SS300HUO3 ON392i3W3 A W-Ju1S ADIHl „9 o Q 3 a B.S.L. = BUILDING SETBACY. LINE V.W. = VARIABLE WIDTH IIJJ o n o p PROP. = PROPOS[ D ME = MATCH EXISTING TYP. = TYPICAL 00 N C, ° ® �� b u co �� = SUBSURI ACE DRAIN AND SUMP LINE x _+ STM STR 731 W 886.0 889.0 0 STM STR 739 ' ° �\ o. �6, �' z a iv - - �� = WATER uNE m = CONCRE E END SECTION W CES yN��= g;7 -00 STM STIR d -( ��'� W SOLID INLET 50 CES INV= 884.00 STM STR 738 / �; �� ^ ;, \ o W °' i o Y w �w Zo ® U �- o -- r0 - {� =FLOOD ROUTE 000.D = PROPO`,ED GRADE p 0 ^ TC =884 INV= 87t, s2 CES �� °s `% � z ° A` 0f � ° ° w z ��t srM sTR #700 =PROP. ',TORM STURCTURE NO. U �� 735 INV= 884.00 ��. 0 32' OF 12" RCP o m ` n �o -o �x� - m oo n c z �'�� V� Q r o zo m ma=r o u - SAN STIR #900 = PROP , ANITARY STURCTURE NO. STM STR CES 877.00 � STM STR 737' INLET �� s� � Jd- �' � \ I F w o wzo rrr- � w >_ � � i ��.I v✓ = EXIST. 1REELINE Z PQ INV= STM STk 736 BEEHIVE INLET 888.3 , BEEHIVE TC- 887.00 INV= 883.84 ---- �� n ° `'O� � \ � 15' D. &U.E _ 240' OF 15" RCP @ 2.15% \ � � W , � � � � 0 = PROPO`�ED FIRE HYDRANT � = PROPO',ED WATER LINE VALVE Z, tn C) O 0 - - - -- � TC- 885.00 INV = 871.630' D. &U.E. 1.83% -- _ 30' D. &U.E. 7�=-= _ _ _ ' ��_ � -- _ �� 15 D. &U.E. I �\ � . � Q 857.3 = PROPO`,ED PAD GRADE � O � -- - -�� J _ - - - -- 30' _---- - - - - 311' OF 12" RCP @ 2.00% F 12" RCP 2.10% -� 890.4 ME 886.7 ME �) °'" �• �� w c M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE PAD; MINIMUM GRADE FOR ANY - - 6 ME 885. 10' L.S.E. �� 8 PVC S n P °o �'. �� . �� ST STRUCTURE OPENING (DOOR, WINDOW L, 11 WELL, UTSIDE BASEMENT STAIR L.S.E. -- 8 "PVC San _ -- 20' Sewe Esmt. per Ins oo _ o �! ' �, A ACCESS, ETC.) � EX. SAN MH G.O. #7 7. C. - 890.47 COM 1�sON v \ � O o� ^ ° ,n � � � �� d �n -, '� � x a � r _ LI n ° EX.(W)INV- 876.8 EK(E)INV -876.9 ��1 A 19A A 1�+� W ro � J'n �_�� n ��. !"'�� ~ o � �� _� ;� s c - - PROP- (N)INV- 867.90 m o \ �c it ii ao �UHZ n _ V1 ^ W 'I �I 'o ��OOC �• LLj _ co loo (I w " CITY OF CARMEL STANDARD BACKFILL NOTES: W Z? ( fy STORM SEWERS Bedding, Haunching, Initial Backfill �I n I °I �� I Bedding, haunching and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material requirements the j of INDOT. Bedding shall be placed in the trench bottom such that after the f pipe s installed to grade and line, there remains a 4 -inch minimum depth of material below the e barrel and a minimum of 3- inches pipe below the beli. For pipe sizes 66- inches and larger, the minimum depth V 5.0 V 5.0 of material below the pipe barrel shall be 6- inches. Bedding, haunching ! [T 5.o E HORIZONTAL SCALE.' E S 4 0 HORIZONTAL SCALE.' R S 4.D HORIZONTAL SCALE.' " and initial backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor p Density for the entire depth of the 40 9 >,= _R 50 R C T 3.0 ' „= 50 C T 3.0 7 =50 material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the ' T C 3 0 A= A= J the The �- I L 5 2 0 °o N o ,f, a I L 5 2.0 0 o j springline of pipe. limit of initial backfill shall be 6- inches above the Minimum trench :v I 5 2.0 0o N o ^ � C 1.0 C E` 1.0 springline. width shall be the outside diameter of the 18- inches. ! ~ S H 1.0 E A A pipe plus z A L 0.0 L 0 0 L 0.0 Final Backfill ° 1° Final backfill for all RCP installations under and within 5 -feet of z ¢ - pavement shall be B- Borrow for Structure Backfill meeting the material o requirements of the INDOT and shall be compacted in 6 -inch 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 aggregate subbase of the pavement H' w ° 900 905 905 895 895 shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. //� 900 Final Backfill for all RCP installations greater than 5 -feet of pavement be fill inches ��1111IIIIIII P N shall clean material free of rocks larger than 6- in diameter, frozen lumps F_ of soil, wood or other extraneous material, .. �G1STfj;.. .S. Q' O compacted in 12 -inch maximum lifts to not less than 90% Standard Proctor Density for the depth the NQ. to ' GRANULAR entire of excavation. = = BACKFILL • 8827 • - 895 895 900 C) 900 890 890 = �0 .. STATE OF - CD X000 + - + Nrb NCO - WATER AND STAN NOTES: �iiz�ss�ONALI�'�G��\` Iillll O + 00 II II II II Bedding, Haunching, Initial Backfill Bedding, haunchin initial �� ° � N 890 895 �� 895 885 �- backfill materials, placement and compaction g' g' p p AaO H. WEIHE P E 8827 890 C° EXISTING r o - - - C/ II II �� z ti �n � 0 v� PROPOSED C-) for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the o GRADE + � QC� �r�w _ _ ,•.. , GRADE (� utility that has jurisdiction over the installation. +00 000 0 0 � ~ _ II .. �. on o PROPOSED o `n w Final Backfill Final backfill for water mains, water service laterals, sanitary mains and II U PROPOSED o z cn cn w 885 890 n. -_` ��_ o o z 0 890 880 GRADE 880 sanitary service laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting he material requirements of the 885 (� - cn GRADE EXISTING J 0 + N o O INDOT and shall be compacted in 5-inch maximum lifts to not less than Loo h - GRADE o v Li ° r` o z 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6- inches the below the o z = 8„ 0 � II cnn o O o = of excavation start of � CD CD � o `n o ° WATER N � w + o w � o o the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the the w MAIN 0 240' n II n standard practice of Cpl 11 n 2 �QP% 00 o 00 II 880 885 1 @j > Of 1s„ RCP @ 885 875 o � � 875 utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. q g q g �- W 880 Lnn c'n - 12 -RCP > Z > > Ir E 2 ,s� - W o � > E 311 ° � N = oo N EXIST ING MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS N 8" INV= PVC 884.58 CD _ GRADE For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Sewer Laterals City r _ v _ o 8' PVC o 00 o o J under streets, regardless of the jurisdiction of the utility, the minimum cover from the top of the 0 0 INV = 877.02 ° 875 880 II 88Q $7o c� 870 installed pavement to the top of the installed pipe shall be the pavement 875 I` 00 � iz section practice of the utility that has jurisdiction over the installation �^ I-- � ,Nj 00 > 00 has a more stringent cover requirement, the more stringent requirement v 1 s h shall govern. II a_ O a ~' N 870 875 875 865 Q0 865 z _ o y 865 870 870 860 860 Z 865 a o o J_ z 860 865 865 855 855 Z 860 w � r O� 855 860 860 850 850 1855 r o +oo 0+50 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 3 +00 2 +50 2 +00 1+50 1+00 0 +50 0 +00 0 +00 0 +50 1+00 ; : HEFT NO I I C305 PROJECT NO I W06 -0031 - = 9 4 C 8 � - I Q)