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HomeMy WebLinkAbout23-96.28co m Q 66 0 M CV L M 0 CD U LO 0 0 cn CD CD 3 1 2 3 4 , I STORM STR No. 131 1 GENERAL NOTES: M STORM MANHOLE Ceo3 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE M 2 STORM STR No. 132 0803 CURB INLET I INVERT. 2. ALL STATIONING IS TAKEN FROM THE NEAREST DOWNSTREAM STRUCTURE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 2 STORM STR No. 133 STORM STR No. 130 6 TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE cso3 CURB INLET 7 END SECTION ca�o3 2 STORM STR No. 137 CONSTRUCTION BEGINS. X03 �O3 CURB INLET cao3 END SECTION STR No. 135 4. TEMPORARY � o O � CONTROL ��� L s STORM STR No. 134 LOCAL AND STATE STANDARDS. X03 END SECTION I 25 I -- -_ - - -- - -- i �- 47 I I I o�R�loW � 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE SWALE \ PERFORMED IN COMPLIANCE WITH APPLICABLE I- - - - 1- - - - _I - - - - ___ - - - - - - -- O.S.H.A. STANDARDS FOR WORKER SAFETY. - IN) 7 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO - - - - - - - - - - - - ( � � - - - - � C803 � EXISTING TREES. 21 1 I 1 I 17 16 15 14 1 M / 5 I I 24 23 22 20 19 18 13 5 �. _ _ - - � \ �- K C803 i I I i 1 I 12 C803 49 1 1 1 1 K 11 -- -- -- - - - - - - -- -- I M o- - ----� M I HOLEY MOLEY SAYS 50 I �e DON'T STORM STR No. 136 2 D143 1 I 51 I STORM STR No. 138 s CURB INLET Cm BLIND " - - - - - - - - - - _ END SECTION c8o3 52 I 1 160 1 164 651 166 67 68 69 70 I 61 62 63 1 1 1 CONCRETE 9 7 71 c8o3 I I I I CRADLE REQUIRED X03 C803 / Benchmark 1 I 53 I 1= 800 -582 -6644 At Carmel, Hamilton County, on the Indianapolis L7 J L - - - - - SJ A� ° - - - - - CALL TOLL FREE & Louisville Railway, 0.1 mile north of the station, H - - - - -__ STORM STR No. 105 2 65 yards north of the center of the crossing of LL 1 .1 F = - -- - - - - -- - - -- - - - -- - - -- - - - - -- / \ Q H C803 1'800- 4Z8�aZ00 State Highway 234, 11 feet east of the east rail, H _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CURB INLET FOR CALLS OUTSIDE OF INDIANA at Semaphore Tower B 167.8, in the top of the - - 72 ' southwest corner of the concrete foundation. 54 1 ' PER INDIANA STATE LAW IS-69 -1991. A standard disk, stamped "X 42 1934 ". IT IS AGAINST THE LAW TO EXCAVATE Elevation = 829.227 2 STORM STR No. 119 STORM STR No. 118 2 STORM STR No. 117 3 STORM STR No. 116 3 WITHOUT NOTIFYING THE UNDERGROUND cso3 CURB INLET CURB INLET c8o3 BEEHIVE INLET ceo3 c8o3 LOCATION SERVICE TWO (z) WORKING BEEHIVE INLET DAYS BEFORE COMMENCING WORK. Revisions G STORM SEWER »- PLAN SCALE. 1 - 50 G 845 845 F EXISTING GRADE F 840 PROPOSED 840 GRADE . ..... ------ TC- 833.67 GRANULAR GRANULAR PROPOSED EXISTING BACKFlLL BACKFlLL TC- 833.67 GRADE GRADE TC- 833.70 TC- 833.70 EXISTING PROPOSED ��`��� \C:�%�GA<<9�''�i 835 GRANULAR TC- 832.50 TC- 832.50 _ TC- 833.40 GRADE TC- 833.61 TC- 833.61 GRADE Fp _ BACKFILL TC- 833.00 �� �����.G►STfR _ _ _ _ _ _ 835 _ - - - _ - _ - - - - -- - _ - 93NORMAL POOL E 9 - _ _ _ ° N ELEV- 830.00 % -o STATE OF E 21 RCP N - - - - - - - - 30" RCP E ° ± NORMAL POOL + �.,`'X`'' -!1!D I 830 INV- 829.15 " ' - - - - _ _ _ INV- 827.51 G _ ELEV 830 - .00 i 830 - - - -- INV- 832.60 INV- W) I INV- 831.15(N) INV- 830.90(S) INV- 831.00 (E & W) INV - 830.17 INV- 830.52 INV- 830.80(E) INV- 830.45(E) (W & NE) INV- 830.04 10 INV- 829.34(W) INV- 829.15(E) CONCRETE INV- 828.29 INV - 830.66 1 p (N & S) 825 NV- 830.70(W) CRADLE (E & NE) INV- 828.03(SW) 8 C803 CERIIFlED BY PVC (E & W) INV- 830.10 cso3 REQUIRED INV- 828.0± 825 18" RCP (S) ____ _ _. _ _ _ _. _ -- -- __ _ __ ___ _ ___ _ ___._ -- - - -_ -_ _ ___ _ _._ _ _ _ _ __ THIS ORASIG AND THE IDEAS, DESIGNS AM CONCEPTS CONTAM NEREIN ARE 7W DXCLU9VE IIIEII MAL PROPERTY OF SC#*W D INV- 829.15 0 PVC IN 21 RCP (N) 10" PVC EMOINEEM CORPORATION AND ARE NOT TO BE USED OR REPRODUCED INV- 827.7± INV- 827.51 INV - 826.5± IN *Half OR IN PART, W1NOUT THE *RITTEN ca+SENT (IF SCF#*M D E1K*EB NG CORPORATION. 820 ©1995, Schneider Engineering Corporation 820 r � Sc�ineider 815 815 . � JL Corporation C 81 30' of 12" RCP 10 (CLASS 3) 0 0.35% 26' of 15" RCP 23' of 18" RCP Q Post Engineering (CLASS 3) 0 0.35% (CLASS 3) 0 0.30% 810 46226 -0068 GIS • US - -- - - - - - . _ _ _ - -- - -- - - 317- 898 -8282 Geology 317- 899 -8010 Fax 184' of 12" RCP (CLASS 3) 0 0.60% 320' of 27" RCP (CLASS 2) 0 0.27% 93' of 27" RCP 115' of 15" RCP 112' of 18" RCP 97' of 12" RCP 93' of 15' RCP 122' f 18' RCP (CLASS 3) 0 0.40% 805 (CLASS 2) 0 0.27% (CLASS 3) 0 0.30% (CLASS 3) 0 0.35% CLASS 3 0 1.50% CLASS 3 0 0.40% ( ) ( ) A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated _ 805 - __ - -- -- - -- -- - - -- - -- - -- - - - - C. P. MORGAN COMMUNITIES, LP. PARKSME VILLAGE SECTION 1 & 2 B m Go CARMEL, MIANA CD Z z �- z° W z° z z Z z° o z° z° Z Z STORM SEWER PROFILE Z NZ??�� �� IY� ° o` x m N � � � � z N Date Project No. Drawn A rov. °Q °� °W °+ °+ + oW �� oZ o� o� o 00 00 00 0� 2m o 0Z0 2/23/96 1054 DMW PP (n U (n U Cn m M N (J) m N Cn W + N N + N N fJ W N W R G=) () ± N Z A Computer Files Sheet No. A STORMSEWER � ' °515 MPL' \'°5 °3.° H OR Z.: 1 = 50 xl�: 105401PL PROFILE SCALE: )U�EF. 10WrL VERT.. 1 -5 1 2 3 4 5 6 1 7 1 8 1 9 1 10 11 12 13 1 14 1 15