Loading...
HomeMy WebLinkAbout31E m rg E 0 - co E i= 41 O reg ORIGINATING BENCHMARKS: TBM #60 (FROM HAMILTON COUNTY BOARD OF COMMISSIONERS W. 96TH ST PLANS) THE MOST N. BOLT ON FIRE HYD. S. SIDE 96TH ST. ® HSE #2562 ELEV = 862.45 (NAVD 88) TBM #61 (FROM HAMILTON COUNTY BOARD OF COMMISSIONERS W. 96TH ST PLANS) MINE SPIKE W/ WASHER IN PWP #6160-B ON S. SIDE 96TH ST & E. OF DRIVE TO WATERBURY APTS. ELEV = 859.62 (NAVD 88) TBM #1 RR SPIKE FOUND ON THE SOUTH SIDE OF PWP #6-161-A, ±50' SOUTH OF THE SOUTHEAST CORNER OF A GRAVEL PARKING LOT. ELEV = 861.87 (NAVD88) TBM #2 NORTH RIM OF SANITARY MANHOLE ±40' WEST OF PWP #6-161-A ELEV = 861.13 (NAVD88) CO 66C ASIN :859.20 Wk 186' 0.18% 24" RCP Rai STORM SEWER APPROXIMATE LOCATION OF EXISTING UNDERGROUND TELEPHONE & ELECTRIC LINES 143' 0.33% 15" RCP 18" MIN. REQUIRED INV -850.8± NOTE: SEE MECHANICAL FIRE PROTECTION PLANS FOR WATER PIPE SIZE STORM p. J<.— M o ZD C14 00 CD L6 00o � � z PLAN Storm -610-607 HORIZ. 1" = 30' VERT. 1" = 3' SEWER PROFILE Cnn w U w J Uj U of Lo Q r S/ M rn co Cq P) CV CnM 00 O Cb 00 F- ��Zzo NF-- z z 108' 0.56% 15" RCP �I 0 30' 60' In iIFIIYIk� Yom' Know what's below. Call before you d'ig. 1. TEMPORARY TRAFFIC CONTROL 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. \� �—, j r-. w w^Cl- C804 8 Bedding Detail — Reinforced Concrete Pipe (RCP) C805 4,5,6 Straight Curb Inlet Detail J `. Z v� C805 4 Storm Manhole Detail C805 13 Precast Concrete End Section C802 RipRap Detail ® End Section 865 C805 11,12, Double Paved Area Inlet r E-- > C CO Q W Of r (M t'-* 00 UD -< i!7 r CV 00 z O a ---------------- > ._--\\\ rn Mv00 C.0 ------------ x (=>U CV LO C' C:� 00 00 F— Z W a co Z Z O w S 0, 00 A A w C) Z 860 U - w L CL x H >n p z U Cr- -rL0 E- co rn f--L0 CD co co z_ 855 Wk 186' 0.18% 24" RCP Rai STORM SEWER APPROXIMATE LOCATION OF EXISTING UNDERGROUND TELEPHONE & ELECTRIC LINES 143' 0.33% 15" RCP 18" MIN. REQUIRED INV -850.8± NOTE: SEE MECHANICAL FIRE PROTECTION PLANS FOR WATER PIPE SIZE STORM p. J<.— M o ZD C14 00 CD L6 00o � � z PLAN Storm -610-607 HORIZ. 1" = 30' VERT. 1" = 3' SEWER PROFILE Cnn w U w J Uj U of Lo Q r S/ M rn co Cq P) CV CnM 00 O Cb 00 F- ��Zzo NF-- z z 108' 0.56% 15" RCP �I 0 30' 60' In iIFIIYIk� Yom' Know what's below. Call before you d'ig. 1. TEMPORARY TRAFFIC CONTROL 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. F— \� �—, j Sheet De --tion C804 8 Bedding Detail — Reinforced Concrete Pipe (RCP) C805 4,5,6 Straight Curb Inlet Detail C805 4,5,6,7 Beehive Inlet Detail C805 4 Storm Manhole Detail C805 13 Precast Concrete End Section C802 RipRap Detail ® End Section C805 4,5,6 7 Paved Area Inlet C805 11,12, Double Paved Area Inlet r E-- > C CO F— — N LU J W 11 Existing Grade U Q UOf W ckf Cr- - L0Q PLAN AND PROFILES r E-- > C CO Q NM XREF: T:\4k\4477\004\dwgs\44T7004-DEMO.dwg (M t'-* 00 UD ^ _ Li �2 00 z O a (� 123' 0.59% 12" RCP 18" MIN. REQUIRED NOTE: SEE MECHANICAL FIRE WATER PIPE PROTEC11ON PLANS FOR INV -852.21 WATER PIPE SIZE ^� LO=D 00 O CUZ 10" SSD HIGHEST ALLOWABLE INV -855.2 Storm -612-608 HORIZ. 1" = 30' VERT. 1" = 3' TI R4aaal�� V L � Q 4477.004 11 Existing Grade New Grade Granular Backfill 3 L" S W fj a-=E � U z� aZ W ZU W � � W C) aCn �W U UC3im U 0 0 Cn Cqo W CV \\\'001\' �aupnumsuu�o� � G\5 TE%ti O�jf%�ii 890258 C=._ STATE OF r� ten'; �i j� •''••�NDI ANP,.•' ��\�\� mnuuu►u� DATE: 12/18/09 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. (2009) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering u ISI' V L � Q 4477.004 0Q C''J 1' � 0 z SHEET TITLE: � PLAN AND PROFILES DRAWING FILES: E-- > C XREF: T:\4k\4477\004\dwgs\Tfle1.dwg Q XREF: F.\TSC-C3D\Blocks\SIG-DAS.dwg XREF: T:\4k\4477\004\dwgs\44T7004-DEMO.dwg C> U XREF: T:\4k\4477\004\dwgs\4477004-storm-design.dwg z �2 0 z O a (� a 54 w x (=>U v OQ Z W a w w S 0, � A A w C) Z x H >n w E- co rn DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEINER PLAN AND PROFILES DRAWING FILES: T:\4k\4477\004\dwgs\C601-C606.dwg XREF: T:\4k\4477\004\dwgs\Tfle1.dwg XREF: F:\TSC-CW\Blocks\Seal-das.dwg XREF: F.\TSC-C3D\Blocks\SIG-DAS.dwg XREF: T:\4k\4477\004\dwgs\44T7004-DEMO.dwg XREF: T:\4k\4477\004\dwgs\44770048Sdwg XREF: T:\4k\4477\004\dwgs\4477004-storm-design.dwg SHEET NO.: �2