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HomeMy WebLinkAbout05030006.36I 920 _ ^ w J Description o 1 5 w Z 3 Beehive Inlet Detail w 4 cU-) V) Z - - co 00 Z � z Z <n Cn RipRop Detail @ End Section Z Z w J c» L'i J N r„-� N N CD N CD Z Z O i co Of r,'J N ~ _ CD W L z U _a���Q)_. O �� Z O O) m U�O� _._ __. _ O m N UFO (l')ONN60i CV Cr) N cn CD Z O I- U O7 o O � 67 mz=D Z V! 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IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. A, 146' 0.56% 18" MIN 18 RCP 29' SEPARATION 1 0.70% �il04 0.80% 18„ CR P 8" WATERMAIN) 18 "RCP z^ _ CD w U _ LLJ� 00 ZLn Ln 0') o00 29' NORMAL POOL 0.60% F'I w -90P rn T2"RCP STORM SEWER PROFILE 18" MIN 51' SEPARATION 0.50% 12 "RCP 8" WATERMAIN w w 'Z J ZD F-- N _ Sheet Number Description o 1 5 w Z 3 Beehive Inlet Detail w 4 cU-) V) Z - - co 00 Z ^� F__ Z Lf) Z Lj Q N Mi 00 N 9 RipRop Detail @ End Section Z Z O O �„�.) O cD O a a-) - � c» Co 0' r„-� N N CD of CD Z Z O i co Of r,'J N ~ N U _a���Q)_. O �� Z O O) m U�O� _._ __. _ O m N UFO (l')ONN60i CV Cr) N ~ CD Z O I- U N Z Q) O U O�'.N N N O Ln 6000 mz=D r_o z moo°' z 0000a' ��� �o z a, o '0 � °' a� � rno o �ci >j CD c) CD CD a) CD �' �UZZz Cn zz cn� -- �c» �C3 >: Cn cn� - -- 146' 0.56% 18" MIN 18 RCP 29' SEPARATION 1 0.70% �il04 0.80% 18„ CR P 8" WATERMAIN) 18 "RCP z^ _ CD w U _ LLJ� 00 ZLn Ln 0') o00 29' NORMAL POOL 0.60% F'I w -90P rn T2"RCP STORM SEWER PROFILE 18" MIN 51' SEPARATION 0.50% 12 "RCP 8" WATERMAIN w w 'Z J ZD F-- N 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. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. I 1W W I'LL 713 a714 BLOCK "E" I SCALE: 1 "=50 ) __ � (11— — o ��i Sheet Number Description C803 C803 1 5 Bedding Detail — Reinforced Concrete Pipe (RCP) Straight Curb Inlet Detail Z 3 Beehive Inlet Detail C803 4 Paved Area Inlet C803 2 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRop Detail @ End Section m O N O O �„�.) O cD O a a-) - � c» Co r� 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. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. I 1W W I'LL 713 a714 BLOCK "E" I SCALE: 1 "=50 ) TE L Existing Grade New Grade Granular Bockfill 61' 0.51% u 29' L 0 12 "RCP 0.50% 18" MIN 12 "RCP SEPARATION 8" WATERMAIN SCALE: HORZ.: 1 " =50' VERT.: 1 " =5' 900 895 890 885 880 4 1, Cry z 0 cn w Of ���� � o� t u u u u u u i u i i i i q�ii ��,,.���` T. ON ;01 �P C' \STER No. 10000075 -)3- STATE OF c �F �NDIANP NA�L DATE: 3/1/05 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. (2005) IC4461 Schneider THE SCHNEIDER CCRP0RA110N 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 PROJECT NO.: 920 1238.6001 DRAWN BY: � z J Z O N Z DRAWING FILES: = W^ F- (n (n Z J N m O XREF: 6003— BS.DWG N z �� �o0 915 Z �� m � O � � CD CD r10 m O N O O �„�.) O cD O a a-) - � c» Co '0 O o r� F- z CD Z Z O O ti--a O O �� a 910 i z z z E-1 x� 905 TE L Existing Grade New Grade Granular Bockfill 61' 0.51% u 29' L 0 12 "RCP 0.50% 18" MIN 12 "RCP SEPARATION 8" WATERMAIN SCALE: HORZ.: 1 " =50' VERT.: 1 " =5' 900 895 890 885 880 4 1, Cry z 0 cn w Of ���� � o� t u u u u u u i u i i i i q�ii ��,,.���` T. ON ;01 �P C' \STER No. 10000075 -)3- STATE OF c �F �NDIANP NA�L DATE: 3/1/05 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. (2005) IC4461 Schneider THE SCHNEIDER CCRP0RA110N 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.: 3/1/05 1238.6001 DRAWN BY: Cz DCC o STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C601- 610.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: 6003— BS.DWG XREF: PINCKNEY— BS.DWG XREF: CA2I.DWG Z SHEET NO.: � O w O z Z O ti--a O O �� a W Q i E-1 x� w z DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C601- 610.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: 6003— BS.DWG XREF: PINCKNEY— BS.DWG XREF: CA2I.DWG XREF: STORM.DWG SHEET NO.: CC C�