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HomeMy WebLinkAbout05030006.30A� F-- W LLJ N Z Q t 925 J 920 ¢ _ z U") Ln co Ln I CD 915 CD M ofU> Cn 1 Z 910 905 900 148' _ 1.007 895 z �--- ¢ Detail mber Nu Descri tion P C802 n Precast Reinforced Concrete Manhole O z ¢ af C802 C802 0 Service Connection To Main Sewer Wye & Lateral Capping Detail C802 L � 0 o I cc r-� IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD U ¢ cp Cn _ - - Cn 00 00 CO �z ZO00 CO I � c�oQOai > U�aoao0000 CO "IT'S THE LAW" 6. j00000~ ai aZZO CO w x O af 8 "PVC 890 HO 885 0 �--- Sheet Detail mber Nu Descri tion P C802 1 Precast Reinforced Concrete Manhole C802 z ¢ �wLn C802 C802 6 7 Service Connection To Main Sewer Wye & Lateral Capping Detail C802 L � 0 o I cc r-� IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD U ai r- ai 0i 0000 cp J 00 00 00 Cn co �z ZO00 CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. � CD > NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE LAW" 6. d O CALL 2 WORKING DAYS BEFORE YOU DIG SPECIFIED. 0 0 357' TB M #44 USGS BENCHMARK CUT 'Y' NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC —W-000 (Village of WestClay — West— Structure number) jjj;jj-jSMz6!k '�� 1 HOLEY L �--- Sheet Detail mber Nu Descri tion P C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 6 7 Service Connection To Main Sewer Wye & Lateral Capping Detail C802 8 Concrete Drop Manhole o p 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD � o VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION J BEGINS. co jjj;jj-jSMz6!k '�� 1 HOLEY L Existing Grade New Grade ec 1 I O DURING DON'T CONFORMRTOTAPPLICABLE STOATETSTANDARDS. DIG 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE BLIND PERFORMED FOR COMPLIANCE WITH O.S.H.A. o p 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD � o VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION J BEGINS. co 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) "IT'S THE LAW" 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE CALL 2 WORKING DAYS BEFORE YOU DIG SPECIFIED. 1- 800 - 382 -5544 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) CALL TOLL FREE FOOT LATERAL EXTENSION CONNECTED r0 THE WYE, OR PER INDIANA STATE LAW IS -69 -1991. EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE IT IS AGAINST THE LAW TO EXCAVATE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE WITHOUT NOTIFYING THE UNDERGROUND END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO LOCATION SERVICE TWO (2) WORKING THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF DAYS BEFORE COMMENCING WORK. THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. Village of WestClay Village of WestClay 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET FUTURE AMENITY AREA FUTURE SECTION 6003 SHALL EXTEND TO THE UTILITY CASE AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE SECTION 6003 _ _ J LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING �- � LINE, UNLESS OTHERWISE NOTED. �` ° 9. FINAL BACKFILL FOR WATER MAINS, WATER SERVICE L \ 7 v Te07.80 LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL BE B- BORROW FOR STRUCTURAL BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS TO NOT LESS THAN MANIGAULT STREET ao _ - 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH cv , - 3 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 W — STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95 — �— j » OF THE UTILITY CTHAT DHAS I URISDICTIONSOVER ATHE PRACIICE cl- BOCK TB o BILOCK C INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL. REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL I I I I Z GOVERN. Y 10. ANY UTILITY OR LATERAL CROSSINGS CLOSER THAN 8 INCHES o-1 Q LJ �I �o-w -� �,-L J 1 r� �—J �� z_ _ CL AL (PRATE) U O J IN SEPARATION REQUIRES CONCRETE ENCASEMENT. 00. CD 1;d w w N } N "' } ns I z U 11. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY ,1s _3 _� _ _ _ — — — — � MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS — 3 UNDER CITY STREETS, REGARDLESS OF THE JURISDIC11ON OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED 4_ w PAVEMENT TO THE TOP OF THE INSTAL LED PIPE SHALL BE THE _ PAVEMENT SECTION THICKNESS ALL BITUMINOUS AND _ ¢ Q 158 0 ALL `L, (PR�l�TE) ~�, `� ¢� `C JN ¢� I I �� JN ¢M LL z ) Q I ►-- Q J J J ° N _ AGGREGATE MATERIAL ABOVE THE SUBGRADE PLUS 1 -0 ". IF THE O W J N 00 co ,+� + N Cn a, ° + as + + �s + as + + + + + (f') STANDARD PRACTICE OF THE UTILITY 1HAT HAS JURISDICTION + 0 I - =� I F->- N I� r l W �� ~I OVER THE INSTALLATION HAS A MORE STRINGENT COVER � � 3: LL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN, i l I I 12. BEDDING, HAUNCHING AND INITIAL BACKFILL MATERIALS, I I � ) � PLACEMENT AND COMPACTION FOR WATER MAINS, WATER I I I I I SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION. SANITARY SEWER PLAN SCALE: 1"=50' w o J z z O z ¢ w � � J O O 0 o z � o � Q zw� ¢ � - w Z o 00 cfl C=! -co 00 co a;(37)rbN >00000� �mU) M� O 3: 00 00 a�ZZOoO >�00 cow >�� �U»>> CT) zZO � 0-) 0 (nI -ZZZZ ly— j> > a U F- CO (nF -ZZZ Z (n�z ° � O CD ch� Cl- Cn U M CD W00 _I - - - - -- -- ----- ------ - - - --- 0�o U o [)f Cn _i coz I 8" WATERMAIN j110' 0.45% 8„PVC 10' STUB OF 8" PVC @ 0.45% 143' 0.45% 8 °PVC 8„PVC 0.45% SANITARY SEWER PROFILE w J O Z z �-0000 I r I C-) - 06 � ��0-) > 'd c000� N O �zZ000 �U»>z C/) i.-- Z Z Z - tl O 0' - ". . . . . . . . . . . . . 1.70% 135 0 co N O C" I z R. z 00 00 I � I � O Ln 6i M O � U > V� F Z 925 !j 920 �j 915 910 905 HORZ.: 1"=50' SCAL E: VERT.: 1 " =5' ass it :•1 885 C; i CD z w mON T. �•`�P� G \SEE j� ��''''. No. 10000075 � ` STATE OF %���` /NDIANP %sS /OINAILI \\ `,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) f4lbl Schneider THE SCHNEIDER CORPORAT10N 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Grade New Grade Granular Backfill co N O C" I z R. z 00 00 I � I � O Ln 6i M O � U > V� F Z 925 !j 920 �j 915 910 905 HORZ.: 1"=50' SCAL E: VERT.: 1 " =5' ass it :•1 885 C; i CD z w mON T. �•`�P� G \SEE j� ��''''. No. 10000075 � ` STATE OF %���` /NDIANP %sS /OINAILI \\ `,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) f4lbl Schneider THE SCHNEIDER CORPORAT10N 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering o E � o w Q) co - z z � O w x Ct