Loading...
HomeMy WebLinkAboutC701U U DO 0 U O 0 J 0 n U rn 3 a N O O 00 / 00 N i IL 6 0 z LL E N E 0 a- 0 N 0 N a O 6 r) 0 904.2 X I1� ; • • , • HAI �1 C ■• U PROJECT NO.: <n o 57< 1238.8002A DRAWN BY: CHECKED BY: DCC Lt u: W (D W i V DRAWING FILES: T: \1k \1238 \8002A \dwgs \C701.dwg .7 - - - - -- - - - -- 2 X 907.86 801 OI .J E-i 1055 1056 10157 ° 10 8 w d X!fNETT 903.5 904.87 z C ■• U PROJECT NO.: <n o 57< 1238.8002A DRAWN BY: CHECKED BY: DCC Lt u: W (D W i V DRAWING FILES: T: \1k \1238 \8002A \dwgs \C701.dwg .7 - - - - -- - - - -- 2 vi - OI .J E-i N `` ° I w d X!fNETT 903.5 904.87 EX. 12" RCP CD a ww TI STREET X w o1 C3 w 9 0 , 7 X EX. 15" RCP X GLEB w z c1�4 ° 02.4 Existing Storm Sewer 980 979 78 X 977 I I � 2 X 90 . So w .75 x z z � � 01 .7 "�' 900.4 New Storm Sewer 0M - m 616 901.5 9 1 - --fi- -- a X I - - - - -T- - - - - - -1-- X 901.2 99. 0 Q 0 X 973 974 975 976 1 m c .4 2 901.66 New Sanitary Sewer 589 90 .6590 591 X2o .77 --1 "STING 593 I Village o WestClay F I :/90).` 901.4 \/901. 01 1 01.82 901.3 X 04 X 90 4 15 X 2A LE -W I- W - Water Service Lateral M ----L2LALLEY ESMT. 899'9 I NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALL R /W 678 9 x 608 I IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. Q o HYDRANT flF F- 0 & 6 VALVE 1 I I XI -n 0 6' .6 1901.7 6 Village CI 607 89$ x R w 12' ALLEY ESMT. X SEC 10 - T 44 o� i� 8" D.I. WATER LINE N I 1 BM USGS BENCHMARK 9 2. I z I CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT ° I 611 D 1 I 604 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE i 680 6 FARM ENTRANCE. '- O 1 0 ELEVATION - 893.39 i 00.6 x 899.5 En X I 2 Y 614 X � � o I 605 P 901.5 I � o X I F 613 90 .5 4s Imo" M 8" VALVE x 8 " 9 D.I. ATER LINE 1 J - 10' BTL X. " MAIN M 10' DU &SE M " TEE R TTSBURY STREET PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC Lt u: RHETTSBURIPU.O. TO B REMOVED V DRAWING FILES: T: \1k \1238 \8002A \dwgs \C701.dwg SHEET NO.: g 2 E-i N `` ° STREET & RETURN ID w d p"' d EX. 12" RCP CD a ww TI 0 w w w 9 0 , 7 X EX. 15" RCP GLEB w z c1�4 Existing Storm Sewer 10'DU &SE - 9 .1 9 D3 2 x i 10' BTL -� �L "�' 900.4 New Storm Sewer 0M m 616 --r 7- - --fi- -- a Existing Sanitary Sewer 9 Y - - -� - -- - - - - -T- - - - - - -1-- - - - - -- --- - - - - -� -- 99. 19. 0 New Sanitary Sewer 589 90 .6590 591 592 593 I F F 594 595 596 597 EXISTI I 638 1 w 3 I 3' -W New Water Line 12' ALLEY ESMt T 3 e SECTION 8 tCla 01 y 1 X 8 Existing Water Line R 901.Z617 W� � 623 899. X X 901.5 D.I.P. Ductile Iron Pipe 901.4 .3 1 X 900.1 I X do,. 639 1 LE -W I- W - Water Service Lateral M ----L2LALLEY ESMT. 899'9 I NOTE: BLUE REFLECTOR FIRE HYDRANT MARKERS TO BE INSTALL R /W 678 9 x 608 I IN STREET PAVEMENT PERPENDICULAR TO FIRE HYDRANT. Q o HYDRANT flF F- 0 & 6 VALVE 1 I I XI -n 0 6' .6 1901.7 6 Village CI 607 89$ x R w 12' ALLEY ESMT. X SEC 10 - T 44 o� i� 8" D.I. WATER LINE N I 1 BM USGS BENCHMARK 9 2. I z I CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT ° I 611 D 1 I 604 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE i 680 6 FARM ENTRANCE. '- O 1 0 ELEVATION - 893.39 i 00.6 x 899.5 En X I 2 Y 614 X � � o I 605 P 901.5 I � o X I F 613 90 .5 4s Imo" M 8" VALVE x 8 " 9 D.I. ATER LINE 1 J - 10' BTL X. " MAIN M 10' DU &SE M " TEE R TTSBURY STREET XyUL.UL 204 x 901.6 204 0 3 900 X9 .18 901.3 901.98 1 X X204 901. 3 CD 204 s >i 940 901.1 °'2 co X co rn co 00.6 901.7 00 900.7 x � _ X BLOCK ' V' °° X co 99.8 X 01 79 BEVERIDGE POND o 9 to Cn I c 00 901.5 c X C3 J 900.4 901.5 0.91 X OLE_UT 00.6 X 901.64 �`Z` X 900.98 801 901.19 GUY X 9 01.39 (!01, 01.05 \ 900.7 s LF- ANITARY SEWER„ N Soo ro ro • Village of Wept', 0 ,1 tPRIVATE SECTION 1 • �901.3 625 I L'111 � j • j • viii � ;' 1. • • ► I � 1 •• I x 627 STANHO �1 \ 1 903.' • • ■� O� �E •. BLOCK • • • COMMONS \"-Village of I SECTION .1 •• EX. 12" MAIN X REPLAT 11 •• �. •• 00• • • Je4WKnow what's bel0w. Call before you dig. 0 50' 100' SCALE: 1" = 50' 071aTq]SP11AjL Tq®H = 1. SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE PAVEMENT CURBS OR SIDEWALKS. 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENT OF THE INDO1r- AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. 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. 0 w 0 U- o� w � 0 U) H N OJ w� ZZo U ¢ O WaM Z 3 CL N zQ Uj Cl- J J Q J moo � C)Q Z 0 w � o n- M(n M C, ;> Uj N N Lr W W Q Nj cD to O 0 Z N N a O N U V U U wp p 0 0 of 1--:. -r7d \ \\\ \ \ \ \ \ \ p R L ► K , / F, \Q�� \O� G \5 TE/��;• �jfj� � =a No. �= 1101.2161 0 STATE OF �\ NDl ANP �j \? 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) 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 PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC Lt u: RHETTSBURIPU.O. TO B REMOVED V DRAWING FILES: T: \1k \1238 \8002A \dwgs \C701.dwg SHEET NO.: g 2 E-i N `` ° STREET & RETURN ID w d p"' d z CD a ww z 0 w w w X w z c1�4 10'DU &SE 9 D3 2 i 10' BTL -� �L "�' 900.4 m 616 X 99. 19. 0 F F I 638 9 2 3 3' 12' ALLEY ESMt T 3 X R 901.Z617 623 X 901.5 .3 639 55 PAR ( L X ' /W W 6.24 XyUL.UL 204 x 901.6 204 0 3 900 X9 .18 901.3 901.98 1 X X204 901. 3 CD 204 s >i 940 901.1 °'2 co X co rn co 00.6 901.7 00 900.7 x � _ X BLOCK ' V' °° X co 99.8 X 01 79 BEVERIDGE POND o 9 to Cn I c 00 901.5 c X C3 J 900.4 901.5 0.91 X OLE_UT 00.6 X 901.64 �`Z` X 900.98 801 901.19 GUY X 9 01.39 (!01, 01.05 \ 900.7 s LF- ANITARY SEWER„ N Soo ro ro • Village of Wept', 0 ,1 tPRIVATE SECTION 1 • �901.3 625 I L'111 � j • j • viii � ;' 1. • • ► I � 1 •• I x 627 STANHO �1 \ 1 903.' • • ■� O� �E •. BLOCK • • • COMMONS \"-Village of I SECTION .1 •• EX. 12" MAIN X REPLAT 11 •• �. •• 00• • • Je4WKnow what's bel0w. Call before you dig. 0 50' 100' SCALE: 1" = 50' 071aTq]SP11AjL Tq®H = 1. SERVICE LATERALS ARE TO BE 1" DIRECT TAPS. 2. FOR ALL WATER DISTRIBUTION NOTES, LEGEND AND DETAILS SEE SHEET C702. 3. ALL MECHANICAL JOINT FITTINGS WILL BE MEGALUG RESTRAINING JOINT FITTINGS. 4. THERE SHALL BE NO MANHOLES OR WATER VALVES WITHIN THE PAVEMENT CURBS OR SIDEWALKS. 5. WARNING TAPE SHALL BE INSTALLED 12" TO 18" ABOVE WATER MAIN. 6. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, PLACEMENT AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENT OF THE INDO1r- AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6- INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 7. 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. 0 w 0 U- o� w � 0 U) H N OJ w� ZZo U ¢ O WaM Z 3 CL N zQ Uj Cl- J J Q J moo � C)Q Z 0 w � o n- M(n M C, ;> Uj N N Lr W W Q Nj cD to O 0 Z N N a O N U V U U wp p 0 0 of 1--:. -r7d \ \\\ \ \ \ \ \ \ p R L ► K , / F, \Q�� \O� G \5 TE/��;• �jfj� � =a No. �= 1101.2161 0 STATE OF �\ NDl ANP �j \? 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) 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 DATE PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DISTRUIBUTION V DRAWING FILES: T: \1k \1238 \8002A \dwgs \C701.dwg SHEET NO.: (C70n E-i w d p"' d z CD a ww z 0 w w w w z c1�4 DATE PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: WATER DISTRUIBUTION PLAN DRAWING FILES: T: \1k \1238 \8002A \dwgs \C701.dwg SHEET NO.: (C70n