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HomeMy WebLinkAbout23-96.26LT L K J H G F E C LO Cn Q B O r-; r` CD 3 O co U U A CD 0 / 0 / 3 O LO 0 1 1 2 1 3 1 4 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 14 r3 1 I 2 I 3 I 4 1 5 6 7 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 s i M A K J I G F E n STORM STR No. 104 2 i STORM STIR No. 105 CURB INLET c8o3 c O3 CURB INLET FOR CONTINUATION GENERAL NOTES: SEE T 1. C1 ARE TAKEN FROM THE EXISTING GRADE Two 71 \ \ SUBMERGED PIPE END 2 ALL I�s�T � FROM THE NEAREST FOR CONIINUATIO 7 ` 3. IT �� K � �� RESPONSIBILITY SEE SHEET C603 \ \ I TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. --- \ I \ \ NORMAL POOL ` - - 4. TEMPORARY TRAFFIC CONTROL DURING -- - 72 6 10 CONSTRUCTION TD CONFORM To APPLICABLE STORMS No. 106 I _ 100 YEAR ELEV- 830.32 LOCAL AND STATE STANDARDS. 0803 STORI MA HOLE I I 7 \ ` I 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE / 4. C�3 9 i I PERFORMED IN COMPLIANCE VW APPLICABLE 5 2 STORM STR No. 104 i O.S.H.A. STANDARDS FOR WORKER SAFETY. 73 q I X03 CURB INLET \ 6. CONTRACTOR SHALL MINIMIZE DAMAGE TO DOSING TREES. 2 - STORM STR No. 107 I ,�'�\ � E 3 X03 CURB INLET - - - - - � 4 FOR CONTINUATION � 8 \ �. I SEE SHEET C603 KIMBROUGH LANE I IJNE "D" 3 ( \ 7 '` ` 15' � � I I 2 STORM STR No. 105 \ \ ` I °y , 2 HOLEY HOLEY SAYS mr C8o3 CURB INLET -, �� a c6o3 DONT - - _ - -1 I 2 ( I \ STORM STR No. 111 ` 6 _ E 2 STORM STIR No. 108 ceo3 I CURB INLET cso3 I ` CURB INLET 97 99 9s i i I BLMD'* ST RM STR o. 1091 I I 1 I I STORM STIR No. 112 2 c�o3 I 5 TREE PRESERVATION 3 1 l 2 STORM STIR No. 114 S LE_ 7 I CURB INLET I ( I AREA 0803 CURB INLET - i I MEN r FOR CONTINUATION s STORM STR No. 102 SEE THIS SHEET X03 END SECTION 1- 800482m54544 Benchmark 126th_ STREET _ _ CALL TOLL FREE At Carmel, Hamilton County, on the Indianapolis " " LINE A 1�800�4�5���00 do Louisville Railway, 0.1 mile north of the station, 65 yards north of the center of the crossing of 6 STORM STR No. 101 FOR CALLS OUTSIDE OF INDIANA State maphore Tower B 167.8. n ththe p oft the (�0,; END SECTION PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE southwest corner of the concrete foundation. A standard disk, stamped "X 42 1934. 2 STORM STR No. 115 STORM STR No. 110 2 STORM STR No. 113 23 �¶� NOTIFYING THE UNDERGROUND 2 Elevation = 829.227 cao3 CURB INLET CURB INLET c�o3 CURB INLET DAYS BEFORE COMMENCING WORK. ReyWons 3/25/96 -DMW -ADDED PIPE CROSSING BETWEEN STR.1101 & X102 3/27/96- DMW-MIOAD NORTH R/W LINE OF 126th STREET 8' NORTH. STORM SEWER PLAN SCALE: 1"=50' 845 845 GRANULAR 840 PROPOSED PROPOSED GRADE BACKFILL EXISTING /-GRADE PROPOSED GRADE 840 GRADE GRANULAR TC- 834.50 TC- 833.39 TC- 833.40 TC- 834.00 GRANULAR BACKFILL TC- 834.50 EXISTING (MADE TC- 833.60 TC- 833.60 TC- 833.39 EXISTING GRANULAR GRATE PROPOSED GRADE � ,� �, �q� �• �C \.�PQ;.�ri',GISTE�Q�r� C,Z�i,�i 835 TC- 833.40 BACKFlLL TC- 833.00 TC- 833.00 TC- 834.00 BAq(FlLL 835 � ; No., TC- 831.88 TC- 831.88 _ EXISTING _ . - RCP NORMAL POOL _ _ GRADE ,-o' STATE OF : \ �G``� 834 ° o + + INV 830 42)Q+' INV- 828.03 + 8 PVC , - - ,ELEV - 827.50 _ - - _ _ _ _ _ 21" RCP (N) INV - 827.94 CN + o+ NORMAL POOL ELEV- 827.50 I 1 8'30 ���•� � 27 RCP (SW) INV- 828.4f - - ------ ------------------ - - -------- ---- - -------- - - - - INV- 830.74(N) - - - - - - CONCRETE- I REQUIRED _ - INV 830.42(SW) - INV 830.62 - - 15" RCP SW INV -830.7 r .; . f : INV-829.5± '� S & NE INV- 829.39(N) ` - 825 INV- 830.37(SW) INV- 828.62(N) INV 527.94 INV- 83o.95(N) INV- 830.85 " 18 RCP (N) INV- 828.62 INV- 829.02(NW INV- 828.73 • - - `825 CERTIFIED BY do ( ) - (NE do S) (W do SE) INV - 29.27(S) INV- 827.33 HIES ORAMIG AM 1W IOdA 18" RCP (E) INV- 827.51 (S � E) INV- 825.45(NE) 8 INV- 824.85 18" RCP (S) INV -$27.4 99 - - INV- 828.62E IN (E - 828.66 � yy) - g C803 INV- 827.52 r DE'9W AND CONCEPTS 0011TAM I#REMI ARE TIE MUSK NM EMAL PROPERTY OF 900 EDER o oORPaRAIM AND ARE Not To BE USED OR REPROOIM N *KU OR N PART, NI11i0 IT TW MRIT" CON W OF 9D**DM DICBMW ooRPORATION. INV- 828.62 C803 824 INV- 827 39(W) 824 ©1995, Schneider Engineering Corporation -------- _ - - -- - - - -- ------ -- - - - - -- - _ ..... - -- ----- - - - -- - -- - -- - - - --- - - - - -- - - -- - - - - - -- - -- - - - -- - - -- - - -- - ------------ -- - - -- - - - ----- -- - - - - - -V -- --- . - -- 815 815 • LJ 3020 North Post Road Engineering 810 36' of 12" RCP (CLASS 3) 0 0.32% 34' of 30" RCP (CLASS 2) A 0.357. 30' of 12" RCP (CLASS 3) 0 0.35% 30' of 15" RCP 3) 0 0.23% 36' of 12" RCP 3) 0 0.32% 814 Indianapolis, Indiana Surveying 46226 -0068 GIS • INS ____ -.___ ___ -- - -. _..._ - -- -_ -- - - -- _ -- - -- - - - -- - -- - ----------- - - _ _. - -- -- _ .... _ _ .. - - -- _ .. - -- -- - - - -- - -- -_ - -- (CLASS (CLASS _ _._ 317- 898 -8282 0 Ge logy -- _- 20' of 18" RCP _. --- 317 -899 -8010 Fax 86' of 15" RCP 170' of 18" RCP (CLASS 3) 0 0.40% 144' of 21" RCP (CLASS 2) 0 0.307. 151' of 30" RCP (CLASS 2) 0 0.40% 86' of 12" RCP (CLASS 3) 0 0.207. \1. 127' of 15" RCP (CLASS 3) 0 0.23% 99'of 12" RCP 845 A Partnered Entity with Bohlen, Meyer, Gibson do Associates, Incorporated (CLASS 3) 0 0.30% CLASS 3 0 0.50% ( ) (CLASS 3) 0 0.19% 805 - - - _ C. P. MORGAN COMM>(1N1'PIF;S, LP. PARKSIDE VILLAGE SECTION i & 2 CARNE, INDIANA pp p © O o W O © p O Q� O CD z z Z W W Z Z Z Z Z ZZ STORM SEWER PROFILE M (n CD CZ NZ i Z Lz z Vz U7z (n LU Date 2/22/96 Project No. 1054 Drawn DMW Approv. M Z tn - Z Z - o0 tn M 00 z 0� z o� - w m �� o� (n oo V) ��o� C o� - o� - ad - U �0 UJ UJ o= N oW N U N N (~ N N N N N N N N N (N Ln N o W N W Computer Files Sheet No. (~ (~ (V STORM SEWER PROFILE SCALE: H OR Z.: 1"=50' »_ ,k \,o54\0WGs\mvo5�a1.0WG '° (CED®11 VERT.. 1 -5 : 1 I 2 I 3 I 4 1 5 6 7 8 9 1 10 1 11 1 12 1 13 1 14 1 15 1 s i M A K J I G F E n