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HomeMy WebLinkAbout04110042.24P F5041 �� i I D° POND 3 COMMONS NORMAL POOL = 889.70 -- - TOP 'C)'IF QANK= 895.70 °� 100 YEAR = 893.70 -_- ° STORM 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIA iY 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. SEWER PLAN ` Sheet Number Description C803 C803 1 5 Bedding Detail - Reinforced Concrete Pipe (RCP) Straight Curb Inlet Detail C803 4 Beehive Inlet Detail C803 2,3 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRop Detail @ End Section z z R SEWER PLAN STORM SEWER PROFILE Existing Grade New Grade Granular Backfill SCALE: 1 "= 50' 915 905 •11 :•1 1018TOOR ..1 875 SCALE: HORZ:: 1"=50' VERT.: 1" =5' cri z 0 Cn U-1 Of No. 0000075 - STATE OF � �'n�`S �NDIANP G�� NAIL 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) f q 4bl 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 e Ar chltecture Transportation Engineering PROJECT NO.: 11/30/04 1238.1012 DRAWN BY: c DCC STORM SEWER C—) � 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 o XREF: CA16.DWG I~ z (C603 z z CD� w z � w � � w �-- LLJ z z Z w Q cn z w w J z c0 N Q0 -- H- w Z L i -- �� __ w N LC7 w _ - Z `c°= Z w �� ��`� °o —1 c.0 c0 910 _ m r� �--� Q w �, O o o 0 m r- ^ � w - - - z Ir} _ -w cv - > Ln - Q co c0 NCD�� O O r� c 00 " �� z w ZO UD — m N � UOd 000C7) Q N� CO tZO�� r7 r7 �N c�f000000� 1.- U 0000 O� _ U W U cD 00� COQ �Ln0 -) M ��00F -O0 Q C� ZZO QO zttz 001- O Z w ^ . ''� m �� N U- Z U CO N O NCO z O CO Q7 O �00ZCD Z d� 0000 � ~ �,�� C3 > ZZZ z O O (/� W Z (/T O 0-)N ��N� O� O N F- 905 ��� °' ��» cn z 01- �_?_� - ���� - -- - - -- - -- ��zz — — -- _ - - - -LLl N z- ¢ cc� rn o� —z- - - w �� o 0 - p -z - _ _ .� cn�zzz Co z0 cno ��- ��CO 0� Lz LCD o� �U> CL] � U O� N BOZO �� CO �00 w00 ZO Z Z O Z W p�j 00 U N � �CU >> �O O c0 Z _ 00 U w� - r- Lc7CoQ)00 U-) -zZ w� �> �> Imo= U' w� 900.1 CO � '6DO� N U, o - - - w� C11- > acv > >z �z wry CD z __ -- _ - -- -1� c0 �z co 895 - - O 59' _ 29' 169' 0.60% 15 "RCP 33' 29 - -- - - - - -, 0.50% 0.50 NORMAL POOL 1.08 59' 24 "RCP NORMAL POOL 890 15 "RCP 10' STUB @ 0.24% �� - -- - ELEV- 1.08 21 "RCP ,r -_ - ELEV= _889.70 - -_ - 48 - - -_ - _ - - 193' 0.22 -- - _ 36 RCP 57 7,, ,889.70 -- _ 21 RCP _ _1.08 21 RCP - _ _ CD 0.21 % 0.22 0.23% 69 > °� " 36 RCP 36 RCP .,6 RCP — _ 0.59 "RCP 48 885 � z �, U co > 00 a I co 880 875 STORM SEWER PROFILE Existing Grade New Grade Granular Backfill SCALE: 1 "= 50' 915 905 •11 :•1 1018TOOR ..1 875 SCALE: HORZ:: 1"=50' VERT.: 1" =5' cri z 0 Cn U-1 Of No. 0000075 - STATE OF � �'n�`S �NDIANP G�� NAIL 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) f q 4bl 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 e Ar chltecture Transportation Engineering DATE: PROJECT NO.: 11/30/04 1238.1012 DRAWN BY: c DCC o STORM SEWER C—) � 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 o XREF: CA16.DWG I~ z (C603 z z CD� w z � w � � w 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.: (C603