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Home My WebLink About09 C201 Street Plan & ProfileI I 1 Sheet Numb DATE: PROJECT NO.: 1299.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STREET PLAN PROFILE DRAWING FILES: N: \1299 \004 \DWGS \SEC 1B \C201-205.DWG XREF: 004 -1 A— BS.DWG XREF: 004 -1 B —BS. DWG XREF: 005 -2— BS.DWG XREF: 1299002S.DWG XREF: STREET.DWG SHEET NO.: C2011. 925 920 915 910 905 900 FOR DETAILS SEE SHEET C304 FOR DETAILS 7 SEE SHEET 0304 STREET PLA\ 18 +00 118 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 WEST ROAD STREET PROFILE STREET PAVERS FOR CONTINUATION SEE SHEET C203 CURVE RADIUS LENGTH CHORD BEARING DELTA C -2 900 290.33' 289.08' S66'05'26 "W 18'29'00" C -10 300.00' 531.05' 464.38' N24°37'161 101 °25'20" C -18 425.00' 193.11' 191.45' S13°04'241 26 °02'01" C -27 600.00' 162.08' 161.59' N78 °45'42 "W 1 5'28'39" CURVE DATA TABLE NOTE: PROFILE GRADE IS BACK /TOP OF ROLL CURB GRADE, UNLESS OTHERWISE NOTED. Existing Grade New Grade AT EAGLE VILLAGE, ABOUT 0.25 MILES NORTHWEST OF THE INTERSECTION WITH STATE HIGHWAY 334, ALONG STATE HIGHWAY 29, SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A 3' BOX CULVERT, 26' NORTHEAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 4' BELOW THE LEVEL OF THE HIGHWAY. A STANDARD DISK STAMPED "R 78 1946 ELEV. (adjusted to NAVD 88) 269.688meters or 884.80feet 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 HOLEY MOLEY SAYS DON'T DIG BLIND" SCALE: HORZ.: 1"=50' VERT.: 1"=5' BIT'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. SCALE: 1"=50' 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. Number Descri tion P C801 1 -5 Street Cross Section Details 0801 11 Concrete Sidewalk Detail C801 6 Sidewalk Ramp For Handicapped Detail C806 Curb Detail C806 Pipe Underdrain Detail C301 Intersection and Cut —de —sac Details All Streets to be 28' in width unless otherwise noted. 1 All Rights —of —way to be 58' in width unless otherwise noted. 4;1 K. SEA,, \SE R Ap 4 'f No. 9500028 STATE OF 4" e V D I A\' \1).‘ ,S /4 NAL ii!unl,mm�»\» DATE: 06/09/04 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. (2004) ‘6, 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 Geotechnica! Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 925 920 915 910 905 900 FOR DETAILS SEE SHEET C304 FOR DETAILS 7 SEE SHEET 0304 STREET PLA\ 18 +00 118 +50 19 +00 19 +50 20 +00 20 +50 21 +00 21 +50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 WEST ROAD STREET PROFILE STREET PAVERS FOR CONTINUATION SEE SHEET C203 CURVE RADIUS LENGTH CHORD BEARING DELTA C -2 900 290.33' 289.08' S66'05'26 "W 18'29'00" C -10 300.00' 531.05' 464.38' N24°37'161 101 °25'20" C -18 425.00' 193.11' 191.45' S13°04'241 26 °02'01" C -27 600.00' 162.08' 161.59' N78 °45'42 "W 1 5'28'39" CURVE DATA TABLE NOTE: PROFILE GRADE IS BACK /TOP OF ROLL CURB GRADE, UNLESS OTHERWISE NOTED. Existing Grade New Grade AT EAGLE VILLAGE, ABOUT 0.25 MILES NORTHWEST OF THE INTERSECTION WITH STATE HIGHWAY 334, ALONG STATE HIGHWAY 29, SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A 3' BOX CULVERT, 26' NORTHEAST OF THE CENTER OF THE HIGHWAY, AND ABOUT 4' BELOW THE LEVEL OF THE HIGHWAY. A STANDARD DISK STAMPED "R 78 1946 ELEV. (adjusted to NAVD 88) 269.688meters or 884.80feet 25 +00 25 +50 26 +00 26 +50 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 HOLEY MOLEY SAYS DON'T DIG BLIND" SCALE: HORZ.: 1"=50' VERT.: 1"=5' BIT'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. SCALE: 1"=50' 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. Number Descri tion P C801 1 -5 Street Cross Section Details 0801 11 Concrete Sidewalk Detail C801 6 Sidewalk Ramp For Handicapped Detail C806 Curb Detail C806 Pipe Underdrain Detail C301 Intersection and Cut —de —sac Details All Streets to be 28' in width unless otherwise noted. 1 All Rights —of —way to be 58' in width unless otherwise noted. 4;1 K. SEA,, \SE R Ap 4 'f No. 9500028 STATE OF 4" e V D I A\' \1).‘ ,S /4 NAL ii!unl,mm�»\» DATE: 06/09/04 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. (2004) ‘6, 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 Geotechnica! Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering