Loading...
HomeMy WebLinkAbout04110042.23J -- Asa FIXTURE SECTION 90Q1 I I � 1— 915 w - J Z ^^ Q z ^ J ^ ^w � � � w C) cn I_ � z Cn 3�: z cn z LL I w_I Z ������ D �'" N Z co r r-) Z I'l) � O N Z w L`) N u �� 17 r 7 m "�O V--I 910 wW w Z�z Q ON m m N �O ONO F ZCn - � Q _ co 1 d 1 N� Of N Z OOO w w Cn Z d- co - -- -- - - - - - - 0 -- O - O - _ - _ - - - - -Q E 4- N - LiJ r0 -- - O W U d �. U o©j F- N O O O I"7 �- Z N O co 0 Cn 0 CV 00 0 0") - z Ln 00 p O CC � r,-)LnO00 N00� 0000 � COODF- �� Q �� cl�Z� Z 06001- O�Co[- N0 000 m N > 0 - O Co ! O 00 I- Z_ Z 00 cc_ O Q 7 Q - 00 N - _ _ �z0 OzCD �p0 o� O � �O U 0 �j d cpr� �ONr�O �Ujj > BOZO U �z �o�� U-) CD ��zz ��» �C -5 ��jj zzz Ln��� 905 905 � -0� co Cn ��zz ��zz � zz - -� co y= - N h- - Z oO z 0 Cn Cnf -ZZZ O Z V jj �CUj O C/-) cn z z ----- - - - - -- 900 w - - -- �� - 900 I I , I� STORM SEWER PLAN Il�hl I in Nc III MnI -ZIP TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 HOLEY MOLEY SAYS DON'T DIG BLIND BIT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. TEMPORARY TRAFFIC CONTROI DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. rT� k� % �—— ��� c :— Sheet Nm bx Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 4 Beehive Inlet Detail C803 2,3 1 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRop Detail @ End Section z 0 C) r� f SCALE: 1 " =50' ,CONCRETE CRADLE REQ'D. ISM I ii lim 35" 0,60% 66' 15 "RCP 0.65 - -18' RCP STORM SEWER PROFILE N U 00 > 00 a- I = T1 Existing Grade New Grade Granular Backfill 11001 �"R :•1 [:I�7 875 SCALE: HORZ.: 1"=50' VERT.- 1 " =5' z 0 §00\\%111111 u U n u u u/ Z SOON T -'oOG�PG�STER�O �F NO. 0000075 =?0 STATE OF <v e %O��` �NDIANP A�L ► ►. DATE: 11/30/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2004) If4val Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY: � DCC o STORM SEWER PLAN & PROFILE DRAWING FILES: N:\1238\1012\DWGS\C601-603.DWG XREF: 1012— BS.DWG, 9001— BS.DWG XREF: 9002— BS.DWG, 9003— BS.DWG XREF: 9004— BS.DWG, 9005— BS.DWG 0 XREF: CA16.DWG z (C602 Q) z z 0 C) z � z cl—a O ,a W a W z � � w rx DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N:\1238\1012\DWGS\C601-603.DWG XREF: 1012— BS.DWG, 9001— BS.DWG XREF: 9002— BS.DWG, 9003— BS.DWG XREF: 9004— BS.DWG, 9005— BS.DWG XREF: STORM .DWG XREF: CA16.DWG SHEET NO.: (C602