Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
C601
U U X M O OJ U 0 0 T O _J O U 3 i Q N O O 00 00 n N i i 0 z _E N O N O n W, O N cr N L a 0 0 '\,,,Village of Wes�Clay EXISTING SECTION 6-0 903.5 X Village of WestCla EXISTING SECTION 6= STORM SEWER PLAN Village of WestClay STING SECTION 7501 -C 627 Village of WestClay 7vvrluQTING SECTION 7501-B 3324 625 Y 21. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO e CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. / 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN Know what's T,a o w. COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER Call before you dig. 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. j III 1:31 =NC I 17 W07 10 I 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 SCALE: 1"=50' 920 920 915 J 915 Z � � Q ZZ - ^ ^ co � N 3. Z N� J Z Li J W Z J O z Z i.C) Cn Z c Z CV � � O CO NC, '— 0r W �--� CV N 910 N z. m --� J W m m o 910 I'7 Q1 C7) (D I'7 Z - J . a � M 0n � ..00 OO 00 -� U O. 0 r__ 0 m 6^1 : Z N U O 07 O U 00 00 6 f< O OO Z Z O d- O CO m W � N 00 m O 00 p�� 00 O 00 N � J U i"7 CV co �UZ zz z o�iZZOw co 00 U ao C=D, �CD XXZ XX X �UZZZ� �ZO r_1 �c•'�ZZZ UZ 905 ww_Www��__ -� �o� 905 � Lj » O N • Z Z (n H Z I i � 900 - 900 I I O ------ I I I J 10 33' 52' 21' 22' 0.23% 0.33% 0.33% 895 0.33% „ 895 NOTE: CONTRACTOR TO VERIFY �� "RCP 12 "RCP 12 RCP T.C. AND INVERT ELEVATIONS AT EXISTING STRUCTURE. 890 - _ 890 885 m 885 ZN O I= w U � � N cn F- 880 0 880 O Z a Q � N � 0 CD Cn (n � STORM SEWER PROFILE TI 0 Existing Grade New Grade Granular Backfill SCALE: HORZ.: 1 " =50' VERT.: 1"=5 ) 0 a 0 0 0 0 Of co Z J d 0 Q 0 0 Z Q 0 W s Of 0 .. N � M Z O o cn c.S > v w = PILL III/UL`��{/i''��j, 11012161 W= STATE OF DIA NA '•�N �? ON A 111111111111111 jj_zz4=, DATE 03/27/2013 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. (2013) lf%bl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering r� O O W Q) cc z a Z o a z � z O O : Q w z c rZ4 DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: T: \1k \1238 \8002A \dwgs \C601.dwg SHEET NO.: (C 0� Sheet D Detail D Description C805 1 1 B Bedding Detail — Reinforced Concrete Pipe (RCP) C805 3 3 C Chairback Curb Inlet Detail 17 W07 10 I 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 SCALE: 1"=50' 920 920 915 J 915 Z � � Q ZZ - ^ ^ co � N 3. Z N� J Z Li J W Z J O z Z i.C) Cn Z c Z CV � � O CO NC, '— 0r W �--� CV N 910 N z. m --� J W m m o 910 I'7 Q1 C7) (D I'7 Z - J . a � M 0n � ..00 OO 00 -� U O. 0 r__ 0 m 6^1 : Z N U O 07 O U 00 00 6 f< O OO Z Z O d- O CO m W � N 00 m O 00 p�� 00 O 00 N � J U i"7 CV co �UZ zz z o�iZZOw co 00 U ao C=D, �CD XXZ XX X �UZZZ� �ZO r_1 �c•'�ZZZ UZ 905 ww_Www��__ -� �o� 905 � Lj » O N • Z Z (n H Z I i � 900 - 900 I I O ------ I I I J 10 33' 52' 21' 22' 0.23% 0.33% 0.33% 895 0.33% „ 895 NOTE: CONTRACTOR TO VERIFY �� "RCP 12 "RCP 12 RCP T.C. AND INVERT ELEVATIONS AT EXISTING STRUCTURE. 890 - _ 890 885 m 885 ZN O I= w U � � N cn F- 880 0 880 O Z a Q � N � 0 CD Cn (n � STORM SEWER PROFILE TI 0 Existing Grade New Grade Granular Backfill SCALE: HORZ.: 1 " =50' VERT.: 1"=5 ) 0 a 0 0 0 0 Of co Z J d 0 Q 0 0 Z Q 0 W s Of 0 .. N � M Z O o cn c.S > v w = PILL III/UL`��{/i''��j, 11012161 W= STATE OF DIA NA '•�N �? ON A 111111111111111 jj_zz4=, DATE 03/27/2013 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. (2013) lf%bl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering r� O O W Q) cc z a Z o a z � z O O : Q w z c rZ4 DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: T: \1k \1238 \8002A \dwgs \C601.dwg SHEET NO.: (C 0� STORM SEWER PROFILE TI 0 Existing Grade New Grade Granular Backfill SCALE: HORZ.: 1 " =50' VERT.: 1"=5 ) 0 a 0 0 0 0 Of co Z J d 0 Q 0 0 Z Q 0 W s Of 0 .. N � M Z O o cn c.S > v w = PILL III/UL`��{/i''��j, 11012161 W= STATE OF DIA NA '•�N �? ON A 111111111111111 jj_zz4=, DATE 03/27/2013 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. (2013) lf%bl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering r� O O W Q) cc z a Z o a z � z O O : Q w z c rZ4 DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: T: \1k \1238 \8002A \dwgs \C601.dwg SHEET NO.: (C 0� SCALE: HORZ.: 1 " =50' VERT.: 1"=5 ) 0 a 0 0 0 0 Of co Z J d 0 Q 0 0 Z Q 0 W s Of 0 .. N � M Z O o cn c.S > v w = PILL III/UL`��{/i''��j, 11012161 W= STATE OF DIA NA '•�N �? ON A 111111111111111 jj_zz4=, DATE 03/27/2013 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. (2013) lf%bl Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering r� O O W Q) cc z a Z o a z � z O O : Q w z c rZ4 DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: T: \1k \1238 \8002A \dwgs \C601.dwg SHEET NO.: (C 0� DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: T: \1k \1238 \8002A \dwgs \C601.dwg SHEET NO.: (C 0�