Loading...
HomeMy WebLinkAbout24-93 SP The Village At Millbrook Sanitary Sewer Plan 2GENERAL 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. 780 775 770 765 7610 755 750 16 SAN MHNo10 1 STORM SEWER LITERAL OUT OF S—� Z \ MANHOLE 10' 15 I i WYE & LAT. ` \ 25 2+86 14 2 1 \ \ FOR CONTINUATION \ WYE &LAT s-12 2+31 SEE SHEET S-8 WYE & LAT.\ 3+10 \ \ 13 2 \ WYE & LAT. \ 1+77 WYE & LAT. \ 22' DU&cSE 1 2+77 i \ �e?'pp \ 12 3 4 24 3 1 \ \�S WYE &LAT. SAN MH No 9 WYE & LAT. \ 1+22 S-12 5-12 / 2+20 6FyO S-12 FOR CONTINUATION SEE SHEET S-8 I I I � I / /33 / / / SANMHNo1 1 S-1 22' DU&SE 4 \ M/YE &LAT. / EXISTING SAN. SEWER 0+67 22 D WYE &LAT. \ UkSE \ �• 1+62 \ \ 10 WYE & LAT. \ 0+07 9 5 \ WYE & LAT. WYE & LAT. 0.47 1+09 6\ WYE & LAT. , 0+54 ------ — �/ 7 `l,; SAN MH No 8 1 WYE & LA T. \ 0+18 _ / S-12 8 COMMON AREAi / WYE & LAT. / 0+82 RESTRICTED � / r SANITARY SEWER PLAN TC- 779.00 TC- 778.80 EXISTING GRADE TC- 777.00 NEW GRADE o INV- 771.00(E) J M D t0 � c6 cq I 320' of 8" PVC ® 0.45% O 0 z z � O O O O INV- 769.56(W) INV- 769.46(NE) INV- 769.00(SW) INV- 768.90(N) U f_j CJ rn U 103' of 8" PVC 239' of 8" PVC ®0.45% 0 0.45% 0 z O O + Q (n SANITARY 0 z 2 O n V) iV SEWER CD PROFILE EXIST. SAN MH No 1 i HOLEY MOM SAYS, " DOWT DI© RLlMII BENCH MARKS B.M. 19 CHISELED SQUARE ON THE SOUTHERN DOWNSTREAM HANDRAIL AT THE WHITE OAK DRIVE BRIDGE OVER CARMEL CREEK. ELEV=768.45 B.M. 21 TWO FILE MARKS ON THE DOWNSTREAM END OF THE CULVERT FOR CARMEL CREEK UNDER 106 th STREET. ELEV=784.40 1-800-382-5544 CALL TOLL FREE 1-800-428-5200 FOR CALLS OUTSIDE OF INDIANA 00 0 %ebb' `-�•. .. _ ...... • � ' ���,•�• SCALE: 1 "= 50' E 0 0 N z 5 w N W 0 L Z N S it Y U W U Q o r m co U 0 z Y U w U M Q N Q N r mI� 780 rz TC- 776.50 TC- 774.00 - 00., � o 0 oho c 0 y 775 c 22 •, o _ O GRANULAR `\ I i o N v -' BACKFILL x a co II co i I oQ a z 770 wFzm LA o — " z "i CIOav II C� O o 10 cn c Z N a +� 1 j w0z ^ w INV- 767.82(S) , I a E5 > _ ___ __._____ ___ 765 > i - ---_ _ __._. _ _ _. _ _ _ -._ _ __ -. W - o':3 2 8" PVC(SW� i j c a iNV- 76 6 I I 0 o c 16" FORCE MAN- INV- 770.00 760 n I 8 PVC N7W I I INV- 6. 1 I I 755 J 1 I 15" PVC(S) w I I INV- 753.02 r' Q INV- 756.51(NE) (Lj v z 00 N Q I O Lf L z 00 INV- 754.27(SW) 15" PVC(N)) m INV- 752.97 750 'Z i <c N (71 O pi pp ^C C1 V V O or I` 122' of 8" PVC 0 1.84% - - - -- -- - ----------CO W Q n __J c) �- ci z i_IJ o� Li Q C)> Y.� OWw�� w x �v) I- cL W F-- V) .�......... �... __. .�� -- SHEET HORZ.: 1 "=50' of S-9 SCALE. VERT.: 1"=5' 14 FILE NAME: 858E1SN2 0 7