Loading...
HomeMy WebLinkAbout24-93 SP The Village At Millbrook Sanitary Sewer Plan 1GENERAL NOTES: 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE INVERT. 2. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 3. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION CONNECTED TO THE WYE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, AND MARKED WITH A PAINT- ED 2X4 STAKE. LOCATIONS OF SANITARY LATERALS SHALL BE MARKED BY BRANDING THE CURB WITH THE SYMBOL "SA". 5. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHALL EXTEND 15' PAST THE RIGHT OF WAY LINE (PROPERTY LINE) 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 10. FOR STATION AND OFFSETS OF STRUCTURES, SEE DEVELOPMENT PLAN. 2 S-12 42 41 WYE & LAT. 40 22' DUAa SAN MH No l - 2+44 WYE & LAT. - _ 9 - 1+89 WYE &LAT. 38 37 PROPOSED FOR CONTINUATION _ _ 1+34_ WYEO WYE &LAT. &LAT. 36 STORM SEWER ACCESS ROAD SEE SHEET S-9 = 0+23 `- -- r 2+33 �35r . 1+76 3 1 SAN MH No 3 -- -- ---- - --- - - -- - - - _ - .._ - �-- 3LAT, L 1+00 WYE & LAT, 5 5-12 = - - _ 0+48 SAN MH No 1 _ BR - UNE NNE BE p-- -- _ DRVE - _-------- \ 84 ---- _ 32 - -_-- WYE & LAT. 31 0 - 2+61 wYE & LAT. 2+05 WY & LAT. 29 - '-- 1+49 WY28E &LAT. 0+94 WYE & LAT. 27 3 4 22' DUSa 0+39 WYE & LAT. 26 25 FOR CONTINUATION S-1 2 S-12 2+45 WYE & LAT. 1+93 , WYE & LAT SEE SHEET S-9 1+17 SAN MH No 1 24 STORM SEWER / WYE & LAT / 0+85 3 4 / 22' DU16E S-12 S-12 STORM SEWER / �- 22' DU Q /� / / 23 WYE & LAT. I 83 2 COMMON AREA // / WYE & LAT. 2+39 WYE 9 LA . 5-12 // / 0+31 rt - 22 1 - - -y/ �- / WYE & LAr. BENCH MARKS - -- �_lz _ _ _ I 22' DUa6- 9 I _ - STORM SEWER m I _ Y 17 Q � 18 1 SAN MH No 7 °' WYE & LAT. WYE & LAT. 0+25 -12 0+80 STORM SEWER SANITARY 0+81 21 B.M. 19 CHISELED SQUARE ON THE SOUTHERN WYE & LAT. DOWNSTREAM HANDRAIL AT THE WHITE 0+25 SAN MH No 1 OAK DRIVE BRIDGE OVER CARMEL 20 5-12 CREEK. / WYE & LAT. 19 0+80 ELEV=768.45 WYE & LAT. \ 1+34 HOLEY MOLEY SAYS, tt 1"t" DIG RLIMII » 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA B.M. 21 TWO FILE MARKS ON THE DOWNSTREAM ,�'`c�pN.......... iy4 SAN MH No 6 1 END OF THE CULVERT FOR CARMELo�o ...4,� `,,,� S-12 CREEK UNDER 106 th STREET.? o ©W 4-'t NOTE: FOR STRUCTURE LOCATIONS SEE DEVELOPMENT PLAN ;-' rnN •. �;,; ELEV= 784.40 �. �rIJIINI !►M� SEWER PLAN SCALE: 1 "= 50' 780 EXISTING GRADE EXISTING GRADE _ TC- 776.20 TC- 777.00 _ TC- 776.50 TC- 775.90 NEW GRADE TC- 776.50 TC- 776.10 TC- 776.20 _ ---- NEW GRADE ----------------- 7 5 /-------------------- - --- � .. 8" PVC STUB(NW) INV- 768. 0 + GRANULAR ul -----------------�BACKFILL CD770 Lr 24a RCP C _ 8" PVC(S � 24" RCP INV- 71.01 INV- 767.82 - 765 INV- 770.15 INV- 768.80(SE)-7 {NV- 767 .66 NW 760__ 7 755 8 PVC STUB(NW)- INV- 759.33 ;NV-- 759.23(SE) � i I U U U 275' of 8" PVC 0 0.45% INV- 157.99(NW) J - -^ INV- 757.89(SE INV- 766.83(W) INV- 766.73(NE) INV- 766.12( -INV- 767.56(E) 8" PVC(SW) INV- 766.22(SW) INV- 76 INV- 765.63 INV- 756.71(NW) J._._- � 8" PVC(NE) INV- 756.51 N �y O N U I U 262' of 8" PVC 0 0.45% co r� a U U 254' of 8" PVC 0 0.45% U) Z O V) W rY Y U w U a 0 r m O z Y U w U Q X o 0 r>m 70 z 0 - TC- 776.50 o y ' co C fN 2 n °° rn U. -a 'vrn _. �o -- o UQNv _°.�v Olt!g X N �n Q RANULAR a n 3ACKFILL INV- o 767. 2 770 = H co N N Z $ PV£ � o I a� z a� 00 co ,c z 0 a< c+L Z w� 765 Q� W o 0 o .0 F L N Ln a ! ~ oc _ 760_ INV- 754.35 701 CD Qo INV- 754.1 pp < z CO - 750 `3 C_- j U r 163' of 8" PVC 0 0.45% Z m :z: 113' of 8" PVC 108' of 8" PVC CaD _T 0- W r7 N O cn p O 6 Z 6 O 6 O CD c� 0 CD �dj CO C7 C7 ME CD >i CD Z' Q O + CD + Z ¢ CD + +- L Q Z p Q Q + O + Z d CD + Z Q CS -f Z Q O + U7 N .- (n N Ln (n N .- (n (n �- (n .- SANITARY SEWER PROFILE I`LAJ 1 LI^^JOr- W W - J CJ .- Z Oa: a tij p W W S C I"- I a L1_J F- Z Q I b c n I- SHEET - HORZ.: 1 "=50'� SCALE: OFS-_8 VERT.: 1"= 5' 14 FILE NAME: 858E1SN1 �i i i