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HomeMy WebLinkAbout35i.� E a - DO r+i 6 E H 0 0- O 4-011VA IZ 0 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) STORM SEWER 870 PLAN STORM SEWER PROFILE IN I EX. STORM SEWER STRUCTURE NOTE: PRIOR TO START OF CONSTRUCTION CONTRACTOR TO VERIFY SIZE OF EXISTING STRUCTURE 7712 TO DETERMINE IF STRUCTURE SIZE CAN ACCOMMODATE PROPOSED 21" RCP FROM STRUCTURE 645. IF NOT A NEW STORM MANHOLE WILL NEED TO BE CONSTRUCTED. Storm -647-7712 HORIZ. 1" = 30' VERT. 1 " = 3' 3 z Ca - W Cl- U � Z C o z CD CD CD 01) O �LO�0� ^^ 00z?o 00 — � '3 z Cn � Z Z EX. 34 LF OF 21" RCP GAS LINE— INV-852.5± SIIFIt: Know what's below. -"w Call before you cog. 0 30' 60' C a- Napl-'� w®rrVIES 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 U1ILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. �1 \� �— tri cam— Sheet DeW Mr,bw Des Oft C804 8 Bedding Detail — Reinforced Concrete Pipe (RCP) C805 4,5,6 Straight Curb Inlet Detail C805 4,5,6,V Beehive Inlet Detail C805 4 Storm Manhole Detail C805 13 Precast Concrete End Section C802 RipRap Detail ® End Section C805 4,5,617 Paved Area Inlet C805 11,12 1 Double Paved Area Inlet DRAWING FILES: E 'r7 XREF: T:\4k\4477\004\dwgs\Title1.dwg d Q XREF: F.\TSC—C3D\Blocks\SIG—DAS.dwg XREF: T:\4k\4477\004\dwgs\4477004—DEMO.dwg W / \ (C 0 z / \ w CD d Q � W M Z W o 0, M W Q W En / \ W ^ W w o E-� rn x E -- 865 "' ¢ ` C-> _--� M r— / WV) m to L0/ ao� , ri- CD LO 00 \\�� 00p /� �oo0o - W 00 z ova_ 0 ? CD , , m `- M APPROXIMATE LOCATION OF L -71 �; _ _ 0 C14 U -) UNDERGROUNDN z Of o m ELECTRIC LINE W z a-- v cn z Z-------------- °p W p CD M N LO ��+Lo 860.. _._.... ,.. ....,V... ,.�,., _......-e_,w.�.......a.._._ �.,.._.�_�..,..... . w -- .. .. x.....00 I— Z ZCn co O X of Z � W (! � CJ Z Z 93' 0.57% 15" RCP 10" SSD HIGHEST 8" SSD 155 1.04% 18" 855 ALLOWABLE RCP IuE�T INV -858.6 ALLOWABLE 160' INV-858.5 1.O6q7LINETii G INV-852.7± STORM SEWER PROFILE IN I EX. STORM SEWER STRUCTURE NOTE: PRIOR TO START OF CONSTRUCTION CONTRACTOR TO VERIFY SIZE OF EXISTING STRUCTURE 7712 TO DETERMINE IF STRUCTURE SIZE CAN ACCOMMODATE PROPOSED 21" RCP FROM STRUCTURE 645. IF NOT A NEW STORM MANHOLE WILL NEED TO BE CONSTRUCTED. Storm -647-7712 HORIZ. 1" = 30' VERT. 1 " = 3' 3 z Ca - W Cl- U � Z C o z CD CD CD 01) O �LO�0� ^^ 00z?o 00 — � '3 z Cn � Z Z EX. 34 LF OF 21" RCP GAS LINE— INV-852.5± SIIFIt: Know what's below. -"w Call before you cog. 0 30' 60' C a- Napl-'� w®rrVIES 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 U1ILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. �1 \� �— tri cam— Sheet DeW Mr,bw Des Oft C804 8 Bedding Detail — Reinforced Concrete Pipe (RCP) C805 4,5,6 Straight Curb Inlet Detail C805 4,5,6,V Beehive Inlet Detail C805 4 Storm Manhole Detail C805 13 Precast Concrete End Section C802 RipRap Detail ® End Section C805 4,5,617 Paved Area Inlet C805 11,12 1 Double Paved Area Inlet DRAWING FILES: E 'r7 z O U W � (/7 U Z , W fV CD LJi � 00 N z 8' 4.72% 21" RCP 18" MIN. REQUIRED Storm -649-7712 HORIZ. 1" = 30' VERT. 1" = 3' 870 F-0.1461 855 APPROXIMATE LOCATION OF EXISTING UNDERGROUND ELECTRIC LINE. LOWER AS REQUIRED TO AVOID CONFLICTS WITH STORM SEWER. 850 3 W s Uj Z --j� �o 0 U Z� ¢Z Z U W � C W 00 aN ~ W U U 6 J=U O 0 Cn 5C o w CV Sn�i�, \���� G\STERF''•;�� =a No. _ -- 890`258 0 STATE OF f 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) lf4lb 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 ~j d d 4477.004 Existing Grade New Grade Granular Backfill 3 W s Uj Z --j� �o 0 U Z� ¢Z Z U W � C W 00 aN ~ W U U 6 J=U O 0 Cn 5C o w CV Sn�i�, \���� G\STERF''•;�� =a No. _ -- 890`258 0 STATE OF f 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) lf4lb 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: DATE: ~j d d 4477.004 co CHECKED BY: DCC z SHEET TITLE: o PLAN AND PROFILES DRAWING FILES: E 'r7 XREF: T:\4k\4477\004\dwgs\Title1.dwg d Q XREF: F.\TSC—C3D\Blocks\SIG—DAS.dwg XREF: T:\4k\4477\004\dwgs\4477004—DEMO.dwg XREF: T:\4k\4477\0G4\dwgs\4477004BS.dwg XREF: T:\4k\4477\004\dwgs\4477004—storm—design.dwg z (C 0 W x CD d Q � W M W W o 0, M Q w o E-� rn x E -- DATE: DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN AND PROFILES DRAWING FILES: 7:\4k\4477\004\dwgs\C601—C606.dwg XREF: T:\4k\4477\004\dwgs\Title1.dwg XREF: F:\TSC—C30\Blocks\Seal—dos.dwg XREF: F.\TSC—C3D\Blocks\SIG—DAS.dwg XREF: T:\4k\4477\004\dwgs\4477004—DEMO.dwg XREF: T:\4k\4477\0G4\dwgs\4477004BS.dwg XREF: T:\4k\4477\004\dwgs\4477004—storm—design.dwg SHEET NO.: (C