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HomeMy WebLinkAbout05030006.21PIINCKNEY DRIVE I III I III I 0 I of I I u 36 +00 36 +10.01 725 Q o _U 0 ° 72s z + Q C LLj M 1w I 1 Y PINCKNEY DRIVE I I .80 37 +00 38 +00 38 +07.01 39 +00 MANIGAULT STREET 40 +00 TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 NOTE: CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE — CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT —OF —WAY. 41 +00 41 +36.28 920 915 910 90 900 STREET PLAN CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay — West— Structure number) II..IDc T L� 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 HOLEY MOLEY SAYS " DON'T DIG BLIND IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Sheet Deto Number Descri tion P II C801 1,2,3 n BLOCK "C" '� C801 920 915 910 90 900 STREET PLAN CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W -000 (Village of WestClay — West— Structure number) II..IDc T L� 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 HOLEY MOLEY SAYS " DON'T DIG BLIND IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. MANIGAULT STREET I V I ' ^ 1 1 1 1 CONGRESS STREET MANIGALI! T STREET MANIGAULT STPFFT PiNirk/Nip-y 920 y20 DRIVE 915 915 L _ CD 11 r'") m -j- �00 CKj + O 6) (7) II II W Q J � W Cn > n a_ -- -- A 910 -75% 905 -------------------- I 1 900 895 895 CD C m W - - - --; ICI Y U Z SCALE: 1"=50 1 Sheet Deto Number Descri tion P II C801 1,2,3 Street Cross Section Details C801 6 Concrete Sidewalk Detail N: \1238 \6001 \DWGS \C201- 206.DWG C801 7 Sidewalk Ramp For Handicapp,d Detail W C801 13 Chairback Curb w/ Reverse Slope Gutter Detail � C801 12 Chairback Curb and Gutter Detail 910 C801 11 1 Valley Gutter Detail a C801 15 1 Pipe Underdrain Detail ,C303—C3041 Intersection Details ® All Streets to be 28' F —F in width unless otherwise noted. All Rights —of —way to be 50' in width unless otherwise noted. MANIGAULT STREET I V I ' ^ 1 1 1 1 CONGRESS STREET MANIGALI! T STREET MANIGAULT STPFFT PiNirk/Nip-y 920 y20 DRIVE 915 915 L _ CD 11 r'") m -j- �00 CKj + O 6) (7) II II W Q J � W Cn > n a_ -- -- A 910 -75% 905 -------------------- I 1 900 895 895 CD C m W - - - --; ICI Y U Z SCALE: 1"=50 1 U � I re)z 890 N-j 311105 II II CHECKED BY: 890 890 w > 0 > F— > J LLJ DRAWING FILES: N: \1238 \6001 \DWGS \C201- 206.DWG d XREF: 6002— BS.DWG (/� W SHEET NO.: Z w L- 885 885 � z CD V) 910 CD co a N O -0.65% --- - - - - - - - - - - -- 0.88% 905 1 8' WATERMAIN z w I z I w 880 O ri 00 0 8" WATERMAIN 00 N co > 00 CD Cz O O C U 0) I _ > > 00 ap Z 900 00 O r'7 M r-- 6� co 00 I O 00 O 00 O Uo LC) 00 N r7 O 06 c0 00 00 co O (b O N LO D% cc C Ln O o o M rn Lf� -11: --d� 4 O o O o Cr) CD rn rn u-� lf) Cj LC) O o o O rn O'� rn Cr) CCU C6 o CD M � Z 0' 0i C6 0p o O O o M M 0� 0� C6 06 00 CD 0 0 (D rn rn o rn O 1� O rn 00 o rn of 0j O o rn 0'3 38 +00 39 +00 40 +00 41 +00 41 +36.28 1 +00 2 +00 3 +00 4 +00 IL H O R Z 1 "= 50' U � I re)z 890 PROJECT NO.: 311105 1238.6001 DRAWN BY: CHECKED BY: 890 890 O STREET PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C201- 206.DWG 885 XREF: 6002— BS.DWG o O SHEET NO.: Z w L- 885 885 � z CD V) Q) co a O a Q O ° Z w a wa z w I z I w 880 O ri 00 00 N co 00 880 880 eD + CD Cz O O O Cp O Cry 00 N O � � M N cc O O r'7 M r-- 6� co 00 cD CCU N C N mot- Cp O 00 O 00 O co O f" 7 r` ro O 00 cD LC) 00 N r7 O 06 c0 00 00 co O (b O N LO r-- co co CD 0 CD a� 0') cc C Ln O o o M rn Lf� -11: --d� 4 O o O o Cr) CD rn rn u-� lf) Cj LC) O o o O rn O'� rn Cr) CCU C6 o CD M CO CD M 0' 0i C6 0p o O O o M M 0� 0� C6 06 00 CD 0 0 (D rn rn o rn r� CD C M C 1� O rn 00 o rn of 0j O o rn 0'3 38 +00 39 +00 40 +00 41 +00 41 +36.28 1 +00 2 +00 3 +00 4 +00 IL H O R Z 1 "= 50' STREET PROFILE .: SCALE: » ' - - -��, ,�- _ VERT.. 1 —5 Existing Grade New Grade z 0 w rY GISTEj� 10000075 �1 STATE OF �0� /NDIANP SS70NAL EN 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) f4lb 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 Architecture Transportation Engineering DATE: PROJECT NO.: 311105 1238.6001 DRAWN BY: CHECKED BY: DCC O STREET PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C201- 206.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: PINCKNEY— BS.DWG O SHEET NO.: E- � w Q) co a O a Q O O a wa Cz DATE: PROJECT NO.: 311105 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C201- 206.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: PINCKNEY— BS.DWG XREF: 6003— BS.DWG SHEET NO.: (C2(96