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HomeMy WebLinkAbout32Mj ro W .� 11:11 -0-F( 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 12562 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) -856 :• 855 861—" 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 U11UTY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 852- 6" SSt) 00 8s2-- 857 858 ROTATE MH CONE 31' 0.33% 18" 37' 0.37% 18" 32' 0.38% 18" RCP STORM SEWER PLAN k� 40 — j I_,-,-- c �---- d dCV C804 8 Bedding Detail — Reinforced Concrete Pipe (RCP) ^ ^ ^ ^ C805 4 Storm Manhole Detail C805 13 Precast Concrete End Section C802 RipRap Detail 0 End Section C805 4,5,6 7 Paved Area Inlet C805 1,12 Double Paved Area Inlet I� m LC) Cn ^ � 00 XREF: F:\TSC-C3D\Blocks\Seal-das.dwg �00o z o�L00 � � C_) Z J � �o Z O t\ 00 4- 00 E, > � Z Ln H— Z Z �> z im U Z Of Z_ 00 co — co Z o0 � Z U) � C) ca � C.0D r7 Cn Z W C2) LO U W t[7 U ^ W ~ U co — k� CD- (n W pOZ I.——CO -- WtoZ co co U En ^ r O Z O W CN W Z Z 00 — Z Z v N Cn N W Lr00W co Ln Q O J n Z __......... - - -...... _.__......... ...... ......... -- LO O0 C-) ^ O N LL jZ s Cn O_ _ (n Z _ (/7 Z W 00 m Z� U ov WW Of00 o�02 -- 00 J CV 32' 0.577. 12" RCP O _ __ __._ .__......... _ _ z 31' 0.33% 18" 37' 0.37% 18" 32' 0.38% 18" RCP STORM SEWER PLAN k� 40 — j I_,-,-- c �---- d dCV 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 0 End Section C805 4,5,6 7 Paved Area Inlet C805 1,12 Double Paved Area Inlet I� m LC) Cn ^ � 00 9 -7 0 IM n 121 Ma8 NORTH DRY BASIN 100 -YEAR STAGE=860.56 TOP OF BANK=864.00 865 870 _.--. _---------------- -------.... --_. ...._ _ 870 • • •1• 855 860 850 [._m_.. _.... rmm..-.._r_.....—_m_ _..._ _._.. -- -..._--] 850 855 845 50' 0.59% 18" RCP ^ W d dCV J Z c. O M C'7 J � 0 Z 00 C:) = C) w U W I� m LC) Cn ^ � 00 XREF: F:\TSC-C3D\Blocks\Seal-das.dwg �00o z o�L00 � � C_) Z J � �o Z O t\ 00 4- 00 E, > � Z Ln H— Z Z �> z 50' 0.59% 18" RCP 81' 0.40% 21" RCP 66' 0.20% 21" RCP iY -- Cn I NI Ln r— �— Ln 0o >; co co 1--Z nLm say sso I 1 850 Storm -652-651 Storm -617-614 Storm -641-640 Storm -621-619 HORIZ. 1" = 30 HORIZ. 1" = 30' HORIZ. 1" = 30' HORIZ. 1" = 30' VERT. 1"= 3' VERT. 1" = 3' VERT. 1" = 3' VERT. 1" = 3' STORM SEWER PROFILE Existina Grade New Grade Granular Backfill \`\\,001��p����►u m u us lli4iii�i'ip =a No. El�:5' 890"258 �,_ STATE OF 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 lfftlb 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 ^ W Lo d dCV J Z c. O M C'7 = U � 0 zto SHEET TITLE: C14 ' N M C14 Q-1 ---' O XREF: F:\TSC-C3D\Blocks\Seal-das.dwg H 000 d (nLO XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg o�L00 XREF: T:\4k\4477\004\dwgs\4477004-storm-design.dwg z (C 603 �o Z O z 00 a W E, > C.3 Ln H— Z Z Cn im U Z Of - — M - U) 00 00 � Z Cn Z W C2) 81' 0.40% 21" RCP 66' 0.20% 21" RCP iY -- Cn I NI Ln r— �— Ln 0o >; co co 1--Z nLm say sso I 1 850 Storm -652-651 Storm -617-614 Storm -641-640 Storm -621-619 HORIZ. 1" = 30 HORIZ. 1" = 30' HORIZ. 1" = 30' HORIZ. 1" = 30' VERT. 1"= 3' VERT. 1" = 3' VERT. 1" = 3' VERT. 1" = 3' STORM SEWER PROFILE Existina Grade New Grade Granular Backfill \`\\,001��p����►u m u us lli4iii�i'ip =a No. El�:5' 890"258 �,_ STATE OF 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 lfftlb 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 DATE: V1 d dCV 4477.004 M C'7 CHECKED BY: 0 zto SHEET TITLE: STORM SEWER PLAN AND PROFILES DRAWING FILES: T:\4k\4477\004\dwgs\C601-C606.dwg XREF: T:\4k\4477\004\dwgs\Title1.dwg XREF: F:\TSC-C3D\Blocks\Seal-das.dwg XREF: F:\TSC-C30\Blocks\SIG-DAS.dwg XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg OQ Z, XREF: T:\4k\4477\004\dwgs\4477004-storm-design.dwg z (C 603 Q z a W W x o W W C2) Q Q C Q co co x E— DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN AND PROFILES DRAWING FILES: T:\4k\4477\004\dwgs\C601-C606.dwg XREF: T:\4k\4477\004\dwgs\Title1.dwg XREF: F:\TSC-C3D\Blocks\Seal-das.dwg XREF: F:\TSC-C30\Blocks\SIG-DAS.dwg XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: T:\4k\4477\004\dwgs\44770048S.dwg XREF: T:\4k\4477\004\dwgs\4477004-storm-design.dwg SHEET NO.: (C 603