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HomeMy WebLinkAbout05020007.10STREET PLAN 915 � BLISLAND STREET 905 •11 895 — CD CZ) �00 II II ~ J (/) W d 2 - L , - - -- ^o +� Lri � co O� co 4- rn II II O co II > W > w Uj W -- _ cry > w f1 0.987 __-- ----- - - - - - -- -------- 0.68% Existing [age of-- leestclay n f` C-) r` 00 II Q w � J (/7 W Sheet Detal Number Description 8" WATER MAIN 8 C801 1,2 Street Cross Section Details CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. C801 5 Concrete Sidewalk Detail C801 6 Sidewalk Ramp For Handicapped Detail . . C801 12 Chairback Curb w/ Reverse Slope Gutter Detail rT� C801 13 Chairback Curb and Gutter Detail C801 11 1 Valley Gutter Detail c c C801 15 Pipe Underdrain Detail C303 0.68% Existing [age of-- leestclay n f` C-) r` 00 II Q w � J (/7 W 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. f Sheet Detal Number Description 8" WATER MAIN 8 C801 1,2 Street Cross Section Details CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. C801 5 Concrete Sidewalk Detail C801 6 Sidewalk Ramp For Handicapped Detail . . C801 12 Chairback Curb w/ Reverse Slope Gutter Detail rT� C801 13 Chairback Curb and Gutter Detail C801 11 1 Valley Gutter Detail c c C801 15 Pipe Underdrain Detail C303 Intersection Details All Streets to be 29' F —F in width unless otherwise noted. ® All Rights —of —way to be 50' in width unless otherwise noted. 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. f Tr 11cyHE14E ) 8" WATER MAIN 8 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. HOLEY MOLEY SAYS c c 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. DON'T 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY DIG MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE 890 . BLIND77 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. -' IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 TBM #44 CALL TOLL FREE USGS BENCHMARK PER INDIANA STATE LAW IS -69 -1991. CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT 9 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE LOCATION SERVICE TWO (2) WORKING FARM ENTRANCE. 9 DAYS BEFORE COMMENCING WORK. ELEVATION — 893.39 - -- ----- 1.09% N O t\ � r` N + cc LLJ II II > J � w w n- SCALE: 1 " =50' 910 905 r'�I1 890 8 8" WATER MAIN 8 . . . .. ............. .... .... . . ........... .... . ..... . ... .... ... 890 . 0 8 8" WATER 885 - z _ - MAIN - - 885 - - - z _ - - - - - M -- - _ _ 8 Ln U U c co dj D DD �00 � �CO d fl:f 00 O Of C CO O O = > � �> Z w Z 8 880 880 z z N N Z w 00 - -._ -_ . ..._ - -- -._. - - - - - - - - -- - _... -. . .. __.._. ___- _ _._ -.__ .... -._. .......- _ ____. .-.... _ __--_. _ __-. _ _ _- --_. _ __.... _... _ ___ _ ___... . ..... _.......... _...- . ..... _._.. _ __... __-__ _ _____. _ _._-. .._...... _ ___ -_ -_ _.-__ - - . ..._..._ - --__ _ ___ - -. _- .................. - ------ .......--- - - - ---- STREET PROFILE T1 1C=1qEp Existing Grade New Grade SCALE: HORZ:: 1 " =50' VERT.: 1"=5' Z M M 0 U v w 0 En s Of Lf] Z� W W 100, 604 T. G1STE ��tn No. 10000075 STATE OF � - ./VDIANP 11/1/// 71111111111111% DATE: 1/31/05 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) f 41 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 w� L W o � O w O z z O z o z O x � E1 C� Z r___4 w r--4 DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C201.DWG XREF: 1004— ABS.DWG XREF: 1004— BBS.DWG XREF: 10016S.DWG XREF: SOU— BS.DWG XREF: STREET.DWG SHEET NO.: 20n DATE: PROJECT NO.: 1/31/05 1238.1004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN & PROFILE DRAWING FILES: N: \1238 \1004 \DWGS \SECB \C201.DWG XREF: 1004— ABS.DWG XREF: 1004— BBS.DWG XREF: 10016S.DWG XREF: SOU— BS.DWG XREF: STREET.DWG SHEET NO.: 20n