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HomeMy WebLinkAbout06060001.11m a� y m I Q Q, r� D 00 150 U �o� U Z00 00 I E lllr_� t_:o MM00 S g a LEGEND = RIGHT -OF -WAY LINE X w w ��, __ ,� 2.909 FRCP m�'� 3 a 6 ,0� 0 p 6g \ I �� o _ = STORM SEWER LINE = SWALE = SANITAP� SEWER LINE • = SANITARr SEWER MANHOLE ^ C% ^ w A jr•� Q 66 �.0 _ FLOW DIRECTION C a s 884'p 2,05 82 o = STORMBEEHIVE 4 87;.p / 065 S�M1P� �� �R 0,� 1 �: \g 'o 1` � LQ �� co �\ � I �d Cl = STORM INLET T.C. = TOP OF CASTING INV. = INVERT NF} 605 XIS N�� co \ �� � �� w `� RCP = REINFONCED CONCRETE PIPE = PVC POLYVINrLCHLORIDE SANITARY SEWER PIPE f a 0 OOR 660p 0 �® p Sgg o M. H. = MANHOIE. STR. = STRRCIURE w 2 o 0 A EASEMENT a 5 ro R DU E. = REGULA ED DRAIN EASEMENT B.S.L. BUILDING SZM 0�5 6�g0 N� 6 ���. 0X9 879 p � 066 ^� / SAR �� J� v �� \ a a °� o C) � I = SETBACK LINE V.W. = VARIABI E WIDTH PROP. = PROPO`�ED - EXISTING O C/1 w �� AN SASH 00 ZM OwP 0`1 CEP 600 �� TYP. = TYPICAL = SUBSURFACE DRAIN AND SUMP LINE Vw e� oo (P v �0� 61N oo XS, N�� _ - � � �— NE = WATER IJ 1 25g' 0 \ 0 D/ �� ���� �� �,. o ® = CONCRI FE END SECTION FLOOD ROUTE H q�� a 000.0 = PROPOSED GRADE r w T ��� i % �i w a m� STMI STIR #700 = PROP. STORM STURCTURE NO. _ SAN STIR #900 PROP SANITARY STURCTURE NO. H (� �� �� �+ i ) F� EXIST TREELINE 0 z � � v �, �/ � _ = PROPOSED FIRE HYDRANT w h - _— — a X � � PROPOSED WATER LINE VALVE O --- __- ��3OVa X dod „Z l HO 09Z -- 857.3 = PROPOSED PAD GRADE MINIMUM FLOOD V � o M.F.P.G. = PROTECTION GRADE OF PAWS. MINIMUM GRADE FOR ANY O TNT -6 / _ — 3W 0088 STRULTUPE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR 3 �N O c o ACCES"I, ETC.) _ �>r� L, 6 C:: Z - mgt' J / /� i :+• C— O O C L 1 I IQ t M• Y� Q �I CITY OF CARMEL STANDARD BACKFILL NOTES: STORM SEWERS ! Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill for all RCP installations shall be B- Borrow for V 5 0 Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed V E 5.0 HORIZONTAl, SCALE.' E S 40 HORIZONTAL SCALE. 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 S R 4.o R C 1 30 1 "-50' below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below T C 3.0 T A = i the pipe barrel shall be 6- inches. Bedding, haunching and initial backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire I L 2.0 0 Ln o I 5 L 2.0 � o o N ° y depth of the material placed. The backfill shall be brought up evenly on both sides of the I y 5 C C E 1 0 E A 1.0 pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. -I z 00 The limit of initial backfill shall be 6- inches above the springline. Minimum trench width 0.0 L shall be the outside diameter of the pipe plus 18- inches. w I Elf Final Backfill o Final backfill for all RCP installations under and within 5 -feet of pavement shall be z B- Borrow for Structure Bockfill meeting the material 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 w w below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting ie material requirements of the INDOT and be to less than 95% ° 890 GRANULAR 890 895 shall compacted not Standard Proctor Density. - - BACKFILL Final Backfill for all RCP installations greater than 5 -feet of pavement shall be clean fill free larger than 6- inches `���`` P.N H• iv ''ii�� material of rocks in diameter, frozen lumps of soil, wood or °' other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% Q•.'4 C-A Standard Proctor Density for the entire depth of the excavation. NO. 885 0 �°' �_ + cc 0, x � 885 890 890 _ 8827 _ �°' STATE OF �OCD ° - - 00 � Sao 11 II II - L CITY OF CARMEL STANDARD BACKFILL NOTES_ %�0 •�� ,c` �i� F�j` O ± °O EXISTING PROPOSED - Ln ~ WATER AND SEWER UNDER CITY STREETS ! ''�i,,�S��NAtL`F'\�����` II II U' II II GRADE GRADE \ fl CN � O 885 Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, for ��� �� � F-- _� ,. 1 . \• 880 885 placement and compaction water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance ALLAN H. �VEIHE P E 8827 `— - �— - - �- n + � � EXISTING N CO with the standard practice of the utility that has jurisdiction over the installation. p y j �- _/ C° O �N oJ °. GRADE � II II Final Backfill I� z. . + z4, CD ° -� Final backfill for water mains, water service laterals, sanitary mains and sanitary service O ° �' ( O O) � H- F- II II - _ _ n — - - laterals under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch 875 RCP @ �' 50% CONCRETE cc 00 875 880 ° w ` ° PROPOSED Q 880 maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material The backfill for the top 6- inches the below the the z�g' at 15 SADDLE II © " WA EF _ I fn cn GRADE placed. of excavation start of aggregate subbase of the pavement shall be No. 53 Stone meeting the material > a- > "r1AIN o o z requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor CD 8" PVC c - - Un cn w Density. If the standard practice of the utility that has jurisdiction over the installation has °° ���° � INV= 875.66 PROPOSED a more stringent final backfill requirement, the more stringent requirement shall govern. 870 oz 1 00 ° CD o + � cQ II =� 870 875 GRADEj @ 0 40% 875 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS I 11 - -� > Qo _O ° o ° 260 Of �' RCP For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary ao� N O cp 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 II Cn Cr) W �cb oO co pavement section practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement dU II > shall govern. 865 `° 865 870 870 - C- - - - C _ O II N > Q00 Ud 00 r o O 860 11 > CK 860 865 865 I - ; o E �? H 1855 855 860 860 - a i 1850 850 855 855 - 845 845 850 850 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 1 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 SHEET N0, C303 PROJECT NO W06 -0031 Q,