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Home My WebLink About06060001.791 a m 1 1 s. o m e w w 895 CIRCULAR Clip,- I AR -'P,- -'_AR 4527 N. MERIDIAN ROAD CD D = 5948 D MARATHON_ PIPELINE STORM SEWERS O Do = 8'1 1 5U Do _8 1 INDIANAPOLIS, INDIANA O 890 N r0 RCP = REINFORCED CONCRETE PIPE PVC = 4 9 T V I STA = 19+94.68 V 5.0 R = 50.00 R + - E 4 0 HORIZONTAL SCALE.' L = 91.6 C L 1 ? 4.4 c = _ - w 00 cv C\4 �/ Q _ ',UBSURFACE DRAIN AND SUMP LINE - T A = U = rONCRETE END SECTION pipe inches. and -- C t I I 2.1 00 N O 0 34 °59'48 "R Cn = PROP. SANITARY STURCTURE NO. �o - A " 1.0 PC Sty 1 1 +51 .74 PC +06 857.3 L 0.0 PT (-,1c = 1' +43 36 PT a- >- ' sprmgline of p pe The limit of initial Backfill shall be 6- inches above the springI ne. Minimum trench width shall be the outside STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR i 2" RCP i t� C- MIN U U -BI - - u _ _ H !`} N , co e w w 895 ^g5% 870 I - CD o� - o STREETA re 11111 a 1W IFFC U>_r,P F) _ s _ -°41 E 62 1 J - 0 +81.8 Sty ._1 -44.65 i • 4 BUCKEYE PIPELINE W c E BUS. 291 - -3121 CELL_ 502 -2029 4527 N. MERIDIAN ROAD CD HUNTINGTON, INDIANA 46750 MARATHON_ PIPELINE STORM SEWERS O BUS. 2911-9460 CELL 4 -32 -4356 10722 EAST C.R. 300 NORTH INDIANAPOLIS, INDIANA O 890 N r0 RCP = REINFORCED CONCRETE PIPE PVC = FOLYVINYLCHLORIDE SANITARY SEWER PIPE M. H. V I STA = 19+94.68 f = DRAINAGE AND UTILITY EASEMENT p II + �; = HUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. V:11 EL %879.0 w 00 cv C\4 �/ Q _ ',UBSURFACE DRAIN AND SUMP LINE - _ U = rONCRETE END SECTION pipe inches. and -- C RVE LEN = 00.00 II II ( Cn = PROP. SANITARY STURCTURE NO. Standard Proctor Density for the entire depth of the material = EXIST. TREELINE = PROPOSED FIRE HYDRANT placed. The backfill shall be brought up evenly on both sides of the = PROPOSED WATER LINE VALVE 857.3 8" WA 885 J I `� w a- >- ' sprmgline of p pe The limit of initial Backfill shall be 6- inches above the springI ne. Minimum trench width shall be the outside STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR i 2" RCP i t� C- MIN U U -BI - - u _ _ H !`} N , co �- I") N m U-) INV.= 874.31 > > P `�� =_I � - 1pelll - _ + 00 00 + 00 p.� - -- 10 Pip C� =8- 880 I N II N the top 6- inches of the excavation below the start of the •� 15" RC aggregate subbase of the pavement shall be No. 53 Stone meeting STA L 2900 VDI V = I EL = 875.00 II w II II w Final Backfill for all RCP installations greater than 5 -feet of 0 8Q5 pavement shall be clean fill material free of rocks larger than Q v 6- inches in diameter, frozen lumps of soil, wood or other extraneous mi compacted in 12 -inch maximum lifts to not CURVE LEN = 00.00 _ 5" RCP less than 90% ',tandard Proctor Density for the entire depth of the > C 00 II > w PROPOSED i CITY OF CARMEL. STANDARD BACKFILL NOTES: � 880 a � � GRADE 1 875 865 > ^� 52 compaction for water mains, water service laterals, sanitary mains w _ - ^g5% 870 I - CD o� - o STREETA re 11111 a 1W IFFC U>_r,P F) _ s _ -°41 E 62 1 J - 0 +81.8 Sty ._1 -44.65 i • 4 BUCKEYE PIPELINE MR. ED GARZA c E BUS. 291 - -3121 CELL_ 502 -2029 4527 N. MERIDIAN ROAD CD HUNTINGTON, INDIANA 46750 MARATHON_ PIPELINE STORM SEWERS MR. DEREK SHEETS BUS. 2911-9460 CELL 4 -32 -4356 10722 EAST C.R. 300 NORTH INDIANAPOLIS, INDIANA O 46234 O O J) 00 o r�) ! N II + � + cli II -J N II w Q II I j tj > Q U ~ Cn VPI STA 21+50.00> VPI EL = 883.50 I CURVE LEN 100.00 1 ;Q , VPI STA = 22 +50.00 0 VPI EL 884.28 °• CURVE LEN = 100.00 CD 0 C�ECIJ 1_� D = CD c E T_ - `WALE CD _ ',ANITARY SEWER LINE + o0 STORM SEWERS = I LOW DIRECTION I XIST. CONIOURS O = ' TORM BEEHIVE INLET - = `NORM INLET O a N N r0 RCP = REINFORCED CONCRETE PIPE PVC = FOLYVINYLCHLORIDE SANITARY SEWER PIPE M. H. V I STA = 19+94.68 f = DRAINAGE AND UTILITY EASEMENT p II = PEGULATED DRAIN EASEMENT B.S.L. = HUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. V:11 EL %879.0 = MATCH EXISIING cv C\4 �/ Q _ ',UBSURFACE DRAIN AND SUMP LINE - _ m = rONCRETE END SECTION pipe inches. and -- C RVE LEN = 00.00 II II ( Cn = PROP. SANITARY STURCTURE NO. Standard Proctor Density for the entire depth of the material = EXIST. TREELINE = PROPOSED FIRE HYDRANT placed. The backfill shall be brought up evenly on both sides of the = PROPOSED WATER LINE VALVE 857.3 8" WA ER v' J I `� a- > a- >- ' sprmgline of p pe The limit of initial Backfill shall be 6- inches above the springI ne. Minimum trench width shall be the outside STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR 2" RCP i t� C- MIN U U -BI - - u _ _ H - - - ress_ _ - INV.= 874.31 > > P `�� =_I � - 1pelll - _ 6 -inch moximurn lifts to not less than 95% Standard Proctor - p.� - -- 10 Pip C� =8- 8+ the top 6- inches of the excavation below the start of the •� 15" RC aggregate subbase of the pavement shall be No. 53 Stone meeting II � the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 -feet of C�ECIJ 1_� D = ROPOSEI XISTING . GRADE INV. =8 1 .26 i o 4 12" RqP INV. =875. 0 II U LEGEND CD c E T_ - `WALE ^ _ ',ANITARY SEWER LINE 60't-1-11'0 7 L _ ',ANITARY SEWER MANHOLE STORM SEWERS = I LOW DIRECTION ROPOSEI XISTING . GRADE INV. =8 1 .26 i o 4 12" RqP INV. =875. 0 II U LEGEND = RIGHT -OF -WAY LINE ;TORM SEWER LINE - `WALE ^ _ ',ANITARY SEWER LINE • _ ',ANITARY SEWER MANHOLE STORM SEWERS = I LOW DIRECTION I XIST. CONIOURS O = ' TORM BEEHIVE INLET ❑ = `NORM INLET T.C. = [OP OF CASTING INV. = INVERT RCP = REINFORCED CONCRETE PIPE PVC = FOLYVINYLCHLORIDE SANITARY SEWER PIPE M. H. - MANHOLE STR. _ ';TRUCTURE D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = PEGULATED DRAIN EASEMENT B.S.L. = HUILDING SETBACK LINE V.W. = VARIABLE WIDTH PROP. = PROPOSED ME = MATCH EXISIING TYP. = TYPICAL - - - _ ',UBSURFACE DRAIN AND SUMP LINE - = WATER LINE m = rONCRETE END SECTION pipe inches. and = FLOOD ROUTE 000.0 = PROPOSED GRADE STM STR #700 = PROP. STORM STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. Standard Proctor Density for the entire depth of the material = EXIST. TREELINE = PROPOSED FIRE HYDRANT placed. The backfill shall be brought up evenly on both sides of the = PROPOSED WATER LINE VALVE 857.3 = PROPOSED PAD GRADE M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE OF PADS MINIMUM GRADE FOR ANY sprmgline of p pe The limit of initial Backfill shall be 6- inches above the springI ne. Minimum trench width shall be the outside STRUCTURE OPENING (DOOR, WINDOW WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS For installation of Storm Mains, Water Mains, Sanitary M(lins, Water Service Laterals, Sanitary Sewer Late als 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 thickness (all bituminous and aggregate material above the subgrade) plus 1' -0 ". If the standard phactice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. UItTo lin Cori W E. 0000 004T �t-Zo x CM M 00 U XW I � W �+ rT1 � a f-i a o W W a� I O � � Q N Wa W� 1.4 W 0� W z R z�� w oZ U ❑❑❑ I � r - C) Z a o 0- _ a. a r - - r c - J r n a r � r) c fl o CP- - - - - ,- - - - - 855 _ _ _ w _� _ 855 �a_ D- co �as cc co 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 I I 1 10 9 1 SHEET O. C201 PROJECT NO W06 -0031 - CITY OF CARMEL STANDARD BACKFILL NOTES: ^ STORM SEWERS Bedding, Haunching, Initial Backfill a z� Bedding, haunching and initial Backfill for all RCP installations shallI be B- Borrow for Structure Backfill meeting the material w less than 95% ',tandard Proctor Density. If the standard practice of the that has the installation has requirements of the IrIDOT. Bedding shall be placed in the trench 900 bottom such th�)t after the pipe is installed to grade and line, GRADE there remains a 4 -inch minimum depth of material below the pipe barrel and a minimum of l t bell. sizes / /�'�i H• �F Sri 56- inches and la ger, the minimum depth of materialrbe' low the barrel shall be 6- Bedding, haunching initial backfi!I ��`\\\`�PN 1510STf / pipe inches. and shall be compa, ted in 6 -inch maximum lifts to not less than 95% N0• - Standard Proctor Density for the entire depth of the material j _ placed. The backfill shall be brought up evenly on both sides of the = • 8827 • _ 895 `/ pipe for the full length of the pipe. Haunching shall extend to the th, - - A sprmgline of p pe The limit of initial Backfill shall be 6- inches above the springI ne. Minimum trench width shall be the outside A . STATE OF i O� �'("�� diameter of the pipe plus 18- inches. i t� C- CD ! '/ONALII\��`� Final Backfill Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Borrow for Structure Backfill meeting the 890 material requirements of the INDOT and shall be compacted in 6 -inch moximurn lifts to not less than 95% Standard Proctor - I &L AN H. WEIHE P E 8827 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 shall be No. 53 Stone meeting II � the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 -feet of 8Q5 pavement shall be clean fill material free of rocks larger than v 6- inches in diameter, frozen lumps of soil, wood or other extraneous mi compacted in 12 -inch maximum lifts to not 865 _ 5" RCP less than 90% ',tandard Proctor Density for the entire depth of the II 00 II excavation. w i CITY OF CARMEL. STANDARD BACKFILL NOTES: 880 WATER AND SEWER UNDER CITY STREETS � � Bedding, Haunching, Initial Backfill 1 865 Bedding, hounchrng, initial backfill materials, placement and ^� 52 compaction for water mains, water service laterals, sanitary mains w _ and sanitary seivr„e laterals shall be in accordance with the r v 30" standard practice of the utility that has jurisdiction over the 9 875 installation. w BUCKEYE NOTE' Final Backfill Final backfill foi water mains, water service laterals, sanitary mains LLj z ° and sanitary service laterals under and within 5 -feet of pavement shall be B -Borow for Structure Backfill meeting the material VPI STA = 2 +86.93 requirements of the INDOT and shall be compacted in 6 -inch O > > INV'. 856.82 maximum lifts to not less than 95% Standard Proctor Density for 870 the entire depth of the material placed. The backfill for the top 6- inches thr below the the NO WORK WITHIN 25 EET^/OF B of excavation start of aggregate PELINE, I� a subbase of the pavement shall be No. 53 Stone meeting the material requ rements of the INDOT and shall be com acted to not For installation ,. f Storm Mains, Water Mains, Sanitary ains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the the the from _ a. a r - - r c - J r n a r � r) c fl o CP- - - - - ,- - - - - 855 _ _ _ w _� _ 855 �a_ D- co �as cc co 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 I I 1 10 9 1 SHEET O. C201 PROJECT NO W06 -0031 - EXISTING p � / j less than 95% ',tandard Proctor Density. If the standard practice of the that has the installation has GRADE Ln 00 Sri utility jurisdiction over a more final CD stringent backfill requirement, the more stringent requirement shall govern. •� II � 865 _ 5" RCP II 00 II cn w i � � 865 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS _ 30" RCP BUCKEYE NOTE' ° VPI STA = 2 +86.93 U' ``' > > INV'. 856.82 NO WORK WITHIN 25 EET^/OF B CKEYE S P PELINE, For installation ,. f Storm Mains, Water Mains, Sanitary ains, Water Service Laterals, Sanitary Sewer Laterals under City streets, regardless of the the the from VPI EL = 8 0.60 a- a- INCLUDIN DEMOLITION AND' CONSTRUCTION j jurisdiction of utility, minimum cover O Q' CURVE LEN = 100.00 > > ACTIVITIES, SHALL BE, UCTE CONP WITHOUT HE 860 the top cf the installed pavement to the top of the installed pipe shall be the pavement section practice of the utility hat has jurisdiction over the installation lhas 860 PRESENCE OF A BU KEYE INSPECTOR a more stringent cover requirement, trio more stringent requirement shall govern. _ a. a r - - r c - J r n a r � r) c fl o CP- - - - - ,- - - - - 855 _ _ _ w _� _ 855 �a_ D- co �as cc co 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 25 +00 I I 1 10 9 1 SHEET O. C201 PROJECT NO W06 -0031