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HomeMy WebLinkAbout05030006.18- --4 3 +60_1 GRAFTON STREET GWINNETT STREET GLEBE STREET FOR CONTINUATION SEE THIS SHEET AT RIGHT CONGRESS STREET R 0 \_ 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. I I I N CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC -W -000 (Village of WestClay - West- Structure number) TE Dclr=�� 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. FORSYTH STREET w ALLEY (PRIVATE) CD N IL 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. Elks PINCKNEY DRIVE I W Q W Cn l� 0 Sze V) �- 81.54 111 +00 + 10 +00 PT 9 +61.54 (J) F- `" `L 0 46 23 O Z W F o BLOCK » E » 731 130 50' W I I FORSYTH STREET ASHWORTH STREET STREET PLAN Sheet Detail Number Description P DRAWN BY: C801 1,2,3 Street Cross Section Details () C801 6 Concrete Sidewalk Detail QU C801 7 Sidewalk Ramp For Handicapped Detail XREF: 6003- BS.DWG C801 13 Chairback Curb w/ Reverse Slope Gutter Detail rT� C801 12 Chairback Curb and Gutter Detail S"T EET C801 11 Valley Gutter Detail STA =.29 C801 15 Pipe Underdrain Detail CONGRESS C303 -C304 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. PINCKNEY DRIVE I W Q W Cn l� 0 Sze V) �- 81.54 111 +00 + 10 +00 PT 9 +61.54 (J) F- `" `L 0 46 23 O Z W F o BLOCK » E » 731 130 50' W I I FORSYTH STREET ASHWORTH STREET STREET PLAN SCALE: 1"=50 ) PROJECT NO.: LLj 1238.6001 DRAWN BY: CHECKED BY: W O () = 906.45 r -� HIGH QU XREF: 6001- BS.DWG � XREF: PINCKNEY- BS.DWG XREF: 6003- BS.DWG SHEET NO.: (C2(33 U� O 0 H OR STR S"T EET LOW SCALE: 1"=50 ) z 0 w ,�ON T iSTERFo'Q/rF No. 10000075 � STATE OF OAF` INDIANP �ss�4 ►NA ►L►t�G\\ 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) f44110 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 PROJECT NO.: 311/05 1238.6001 DRAWN BY: CHECKED BY: DCC LO W POINT ELEV = 906.45 r -� HIGH POINT ELEV = 909.36 XREF: 6001- BS.DWG XREF: 6002- BS.DWG XREF: PINCKNEY- BS.DWG XREF: 6003- BS.DWG SHEET NO.: (C2(33 U� O V A N D E R H OR STR S"T EET LOW POINT STA =.29 HIGH POINT STA +28.79.23 CONGRESS STREET HIGH POINT ELEV = 909.95 I._Oi�r POINT ELEV = 907.60 z a � 920 O �--i PVI PVI STA ELEV = 9 +05.29 906.24 PVI STA = 10 +28.79 PVI ELEV = 909.64 HIGH POINT STA = 14 +11.54 _ LOW POINT STA - 19 920 = 3.30 PVI STA = 1� +43.30 PVI` STA = 14 +30.01 HIGH POINT ELEV = 906.08 LOW POINT ELEV = 905.34 I PVI ELEV = 910.18 PVI ELEV = 907.39 HIGH POINT STA = 4 +10 LOW POINT STA = 4 +90 75.00' VC PVI STA = 4 +15 PVI STA = 4 +84.05 75.00' VC 75.00' VC U- O 75.00' VC n L co 915 PVI ELEV = 906.23 PVI ELEV = 905.19 r° co 00 ^ co CD 915 50.00' VC 50.00' VC � ° o °N' O � N II l + r\ N `° °' II + Cfl r7 DO O r7 w 00 U + O O O 1- W ] &i LO O W Cn + N� co ED o �> w �m ] ww U> w >w �� m U > Lj U w m �> �� N 91 O O +o L0 0-) N o� CL > m U mm w > W w o 910 c~i) � ��� w +o � -1.00% 0.84% _ � - _ ' - - - - - - - -2.46q ° > ,_,., > >> � �i - -- ------- - - - - - -- ------ - - - - - - - - -- , -- - - -- -- 0.70% - - 0- o m m w w moo w �, 0%------- - - - - -- -- - - - - -- - --- --- - - - - --- - - - -- --- -1.507- 0.92% - - - - -- I _ _____ __ _ _ __ - - - -- - - - - - --- _ _ 8„ WATERMAIN - -- - - - - -- ------- - I I o -- - - - - -- - - --- ______ -- - - - 8" WATERMAIN of 0 8" WATERMAIN 900 I 8" WATERMAIN d 00 - N Z O 900 0 r7 0_ CL CD - N >_ Z �> Z - I I 0' Z °0 Z 00 j I 895 Z 895 00 U 00 00 G 890 co z 890 Z CD 885 C I 885 o z CD f O O U-) ' C) O a, N CD o 00 r.t� I I CD O o0 O d- �' O cD �' O � o O c0 o� C3' + ^ + r7 00 00 CC") cc rn� O r7 N cD c0 �� <r O �� ± �-� F �,� + 880 + o 880 + o c� + O c� + o o Cj U O Cam' F- O ei' O O Cam' O O r) O 0-1 00 r7 00 r7 00 1`7 00 r7 00 17 Ln N O O co r` O r") c0 rh CID N d- r� 6� O C14 N .f) r) r- O N CO M 00 co d- t\ co c.0 N U) CO r` c0 N r") - N N O c0 d• co CO � 00 N d- c0 00 M CD N O r7 � N N � O co O c.0 N d- N d- Cr) 110 c0 07 � r C r7 O CD r7 Cc � O r7 00 Li rri Lri u-) O O t` r7 c.0 cfl Sri r7 CC) 00 CD 1.6 cfl cfl cfl oo cd 0� C6 0T co co 00 0C 00 06 co 0o ai 0 i M of ai O Oo r� I� r_ CD Ln CD O o o O O O o 0 o O O O o o O O o CD o O o a) 0 0 0 a) In o O O o � M M 0 O 0 rn 0 rn O O o o rn o-) O O CD M 0) al 0 o O o rn Cr) rn Cr) 0 0 o O M a) o o 0 rn a) � a) CD CD o O � a) � � o 0 o-: 01 o rn � o') rn � rn rn � 0) rn � Cr) 0� rn rn m M rn rn � rn M 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 8 +00 9 +00 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 16 +51.54 STREET PROFILE HORZ.: 1"=50' SCALE:- 11_ - - --�, ,,- VERT.: 1 =5 Existing Grade New Grade z 0 w ,�ON T iSTERFo'Q/rF No. 10000075 � STATE OF OAF` INDIANP �ss�4 ►NA ►L►t�G\\ 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) f44110 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.: 311/05 1238.6001 DRAWN BY: CHECKED BY: DCC O STREET r -� 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(33 U� O w O z a � z O �--i W DATE: PROJECT NO.: 311/05 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(33