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Home My WebLink AboutC500 Sanitary Sewer Plan and Profile-C5000cc I II II I I EX. CURB INLET#6271 T.C.=855.87 18" R.C.P. EI INV=849.88 - 18" R.C.P,.W INV.=849.79 f III EX. CURB INLET #628 T.C.=855.88 18" R.C.P. E INV =850.16 18" R.C.P. W INV =850.06 r W � , &L.b .. . 44 \ 38 L.F.-6" _ WYE + LAT STA.5+18- 1 39 L4.F.-6" Zc WYE + LAT STA.4+74 - � o " 42 r 40 L.F.-6" WYE + LAT STA. 4+30- 6' B� MP END SECT] N 41 TO BE RE OVE 15" R C.P: 40 L.F.-6" INV.=$9J, ' WYE+LAT 1 ' STA.3+86- 1� rnlr 6 B� AR ---T� 1 / EX. MH. #JG840 1 T.C.=856.93 1 I #632 R" S.D.R. 35 P.V.0 N INV.=845.73 1 R" S.D.R. 35 P.V.0 W 1 INV.=R45.81 1 R" S.D.R. 35 P.V.0 S 1 INV.-845.63 1 1 1 1 �I 1 1 1 1 to CULTIVATED I I 1 FIELD 4RD INLET #642 1 1 T.C=850.R4 // 1 1" R.C.P 8. E / INV=848.13 /� 1 I � 1 EX. CURB INLET w/ 2' SUMP 4640 I T.0-854.23 1 EX. MANHOLE 4641 15" R.C.P. E 1 T.C.=855.06 INV=849.30 18" R.C.P. E 18" R.C.P. W 1 1 INV.=848.80 INV=849.20 \ 18" R.C.P. W INV.-848.70 EX. MH. #JG839� 1 j T.C=855.69 I 8" S.D.R. 35 P.V.0 N \ _ INV=844.18 / 8" S.D.R.35 P.V.0 E s INV=844.08 .P. �- E - WOODED AREA / P WOOD SHED O 0 L0 U 0) ai 2 CL c m d N 3 1n m = U) LL c D m . aJ c) U_ EL d Lo 00 0o7 N It It U) Qoo p N C' c--) U U (D L L In 2: 2: M.A.E. 1 I ,,I VAR. ty19 I I R.D.E.&U.E.&P.A.E. 1 &S.S.E.&L.M.A.E.&B.M.P.E.I I I 1 -MANHOLE #JGH2O2 EX. OUTLET CON #63R T.C=R53.76 I 1R" R.C.P. W STA. 5+26 INV=R50.73 1 V EXISTING I I I 3 23 I I F HAMLET BMP I \\ / WYE LAT \ I I I DRY III STA.5+21 I 1 DETENTION I I I I \\ BASIN III > 24 \ 2YEAR=852.14 I I 8L.F.-6" �\ \ 10YEAR=853.10 I I u WYE + LAT r \ 100 YEAR=854.63 I I \ STA. 4+96 \ 1 I TOP OF BANK=854,8 I I \ 25 I 7 L.F.-6" 1 I II I 1 4'T O STA.11 I I I 26 I I I I 1 1 7 L.F.-6„ I I I I I I I I WYE + LAT 1 I I " \STA.4+24 r I I I I I N 2 T.c=Rsa.76 \ 7 L.F.-6" 15" R.C.P. 16 WYE +LAT INV=851.06 I a 15" R.C.P. F. EX. ENDS CTION # 50 STA. 3+8$ iNV=850J7 15" R.C.P. 1 W (� 0 l� VAR 11 I IU B.L. I B.L. . 40 �\� Cq W 07 -� " � I oa m 41 L.F.-6" WYE + LAT - b B�3+14 I P, I 46 28. 6" 46 2930 . 6" 46 L.O. 6" 46 3F.-6" 39 I WYE + LAT WYE + LAT WYE + LAT WYE + LAT ESTA.1+15 S42 42 L.F.-6 WYE + LAT 12STA.2+70 0 i'B.. I V R. . . 6' B� MANHOLE #JGH2O1 \ / 38 STA.1+89 42 L.F.-6" o 0 LOCK WYE + LAT 1 ST� 2+29 c 45 3.F.-6" o r IWYE + LAT 6 BL STA. 1+82 - I EX. DBl 36 539 T.C.=85, 70 L.F.-6" 1 _I 2" R_C4 WYE + LAT \\ p 4#".c.P.J�TA.1+74 J 1I I' D.U.&S. .E C.=857.18 17B.L. 0'B 17'B.L. a' S. ..'35'P.V8.10 CS 10" X.R. 35 P.V.0 E 4 33INV.=841.08 35� 32 10 L.F.-6" I O 3.F -6" 10 .F.-6" 10 L.F.-6" WYE + LAT �VYE + LAT WYE + LAT WYE + LAT /I STA. 1+58I 1 STA. 1+22I 1 STA. 0+861 1 STA. 0+5I &'T - C=854.04 12" R.C.P.S j INV=850.09 \ p� \ 12' R. N D.E.&U.E.I NV &L.M.A.E. \ HAMLET DRIVE t � � / EX. CURB INLET #635 12" R.C.P. N P.W.P. E E INV=850.23 E E I I l0-'B. C I/ VA& tol B.L. S.L.E. EX. MH. #J G838 E E -R" S.D.R. 35 P.V.0 W 3 INV.-8Z47 R" S.D.R. 35 P.V.0 N INV.=842.37 ��REBRAP STAMjPBr-'WEIHE" -01 N. & 24.8' W. OF COR. w I ITC=860.8 IF,N.18" VC=839.99' IF. S. 18" PVC=839.91' �1 I IEl Ld LN I z 0 2p w 5,7 M 17'1 f'A,1"=VC; 011 DROP MANHOLE #JGH2O0 STA.0+17 P. I I EX. MANHOLE #JG837 STA. 0+00 Gl TC=857.24' W I IE N. & S.18" PVC=838.99' EX. T �/2 /W c1 Iw �1 I c, w I wl 039 f 3 860 ff. 11 840 830 6" MINIMUM OF TOPSOIL OR COMPACTED AGGREGATE #53 L PAVEMENT SECTION VARIES LIMIT OF SUBGRADE FINAL BACKFILL SHALL BE PER NOTE 1. MINIMUM COVER SHALL BE PER NOTE 3. BEDDING, HAUNCHING, PIPE MATERIAL PER UTIUTY TRENCH WIDTH, INITIAL HAVING JURISDICTION OVER BACKFILL MATERIALS, INSTALLATION. PLACEMENT, AND COMPACTION PER STANDARD PRACTICE OF U11UTY HAVING JURISDICITON OVER B. INSTALLATION. WA TER & SEWER MAIN AND LA TFRAL TRENCH DETAIL NOTES: FOR UTILITY INSTALLA TIONS WITHIN CITY R/W NO SCALE 1. FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE "L' IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTIUTY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WALL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, TELECOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS. 3. FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE WITH COMPACTED AGGREGATE, NO 53. CITY OF CARMEL STANDARDS STANDARD WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING FOR UTILITY INSTALLATIONS WITHIN CITY R W 10-32 GRAPHIC SCALL 50' 0 25' 50' TN T1! FT ) 1"=50FT FULL DEPTH GRANULAR BACKFILL (SEE SHEET C800 FOR WATER & SANITARY SEWER TRENCH DETAIL) NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES. THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP REGIONAL WASTE STANDARDS. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE CONNECTIONS. 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", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET. NOTE: ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE TENTH (O. F) OF A FOOT OF DESIGN GRADE, AND ARE TO BE ESTABLISHED UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON EACH STRUCTURE. o z0 N 101c, 0 o WF o �k 00 00 "aN7 .a oQ`o� O U WAN p?� O 00 O ~. 00 Q W 00 PROPOSED GRADE / \ - 1 7- Fq� . ......... EXISTING GRADE INV =85 .38 D EX. 15" R.C.P. INV.=851.36 4 8"1 VATER" 22 i 171 L.F. 0.45% 8" S.D.R. 35 P.V.0 337 L.F. 0.45/o 8" S.D.R. 35 P.V.0 848• 733 CONC. ENCASED 8" DROP PIPE 8" DROP PIPE INV.=843.34 17 L.F. 0.62% 8" S.D.R. 26 P.V.C. UP INV.=841.39 DOWN INV.=841 88,QS.D.R. 26 P.V.C. I\ INV.=841.28 EX.D" S.D.R. 35 P.V.0 I INV.=841.08 EX." S.D.R. 35 P.V.0 S INV.=841.28 CONTRACTOR TO VERIFY INVERTS PRIOR TO CONSTRUCTION. IF VARIATION EXISTS, THEN CONTACT ENGINEER. SCALE: 1 "=40' HOR. 1 "=4' VERT. 80 850 840 830 z F ZO > O U F� W a Q �a o Ca STOEPpF�'�•,. -° No.� s- 19358 0 STATE OF ; �Q �O SNAL W 0 O A 7 O z C, z¢¢> 3z�o Q ��TgQ Ov�� U O H z W L, O o NV C U o' 1101 co LP1 cR Ov o0 F= J z N M [� C �W 1 y Lr? z OR 900 z O co Ar� � ai F u c w 0 W Ln L 0 W 01 � O QI� a( 1 z �-+ z w � � o � z o ON a•j r 1 v O F c V V 1 ` T---L-� l W V 1 U DRAWN BY: CHECKED BY: ADG BAH SHEET NO. C500 S & A JOB NO. 60160HAM-S2