Loading...
HomeMy WebLinkAbout05030006.34_ —J I II FUTURE SECTION 6002 A i I BLOCK "L° I I I I - -i FOR CONTINUATION SEE THIS SHEET 920 A �— • o �-- Sheet J Description C803 I Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Z zzc�n 3 w C/) Z w 1 Paved Area Inlet C803 w ") F- w C803 8 M CO Ln Z - J Cfl LC7 CV co rn c° o � (/� 915 � � - LnN J N J �N� z U 0o 00 U. O .. _ . . CO -° (n.O C) C Cn m N d" -t- -14- Z N C4 f` OHO C).� m D 6)000 � > F- N w __j L!") C7�� CT) 0') U ��CD Ud00 d' �' N N m CD CD C D -� F- Z _ N N N Ca 00 CD O LCi cn�z cn�zz Cn _zz�� `*°zzo CD�C3)�00 –o m _ L() `� 00 M 00 � C7)N C,4 CD 910 Z O �U»> ( n � ZZ Ors ^ �' F-- Z Z Z 905 ---- --- - - - - -- 29' 34' 0 0 9 00 0.50% 0.50% 200' 0.75% 15 "RCP _ 15 "RCP 15 "RCP 55' 0.60% 18 "RCP 8" WATERMAIN 895 890 885 880 FOR CONTINUATION SEE THIS SHEET - ->- Jill FII I I � II I III I � I I - 645 I 011age of WestClay �l�I�RE SECTION 6002 CD LIJ ,1N I � II � m Iz"'I J 644 - -__ IL- _-= ___ -_--_ — — — BUCKLAND__[ — 643 STREET -- - - - - -- 642---- 1 - - - - -- _ - - -- �_ 641 - l� II 640 Z 668 =NV3 I Z' 106 =�INVB I I I z568 =�OOd II I I II I II 8 aNO STORM SEWER PLAN aIE14C HOLEY MOLEY SAYS "DON'T TBM #44 DIG USGS BENCHMARK BLIND CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 � A �— • o �-- Sheet J Description C803 I Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Z zzc�n 3 Beehive Inlet Detail z zcn� 1 Paved Area Inlet C803 w ") 1 Storm Manhole Detail C803 8 M CO Ln 9 RipRop Detail @ End Section Cfl UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED co rn c° o � Z (/) (/ j Z PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE `_ MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD CO PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE F�» Z Cn a `� a I 1 -- ---- - - - - -— -t- -14- Z N C4 J O > F- w __j _ _ -0- O `� J Z d' �' N N m � Z (n - - -� co LC) 01 rnoo°' Z _ N N N 7� C� LO - m CD�C3)�00 00 m _ L() `� 00 M 00 � C7)N C,4 CD Ur- C6 00 N LC-) 6) Z O ��zz�p Ors ^ �' F-- O OLn tea' °z0 z - r-) L 0rn app C°o�= BOZO (% U>>> LC)r7m� � ��zo M 4 00 F- CK) � U >> > � CD � Ohm I- � � C/ �zzz ��zZ Z �zo ��zz z ��» V) ::D M Mzo c~ n Ln F-: �v» U-) z z M z– o z O z w �- L0 C11j 00 Z N w Ln - - - - - - C� - - - - - - - - - - - - - - - - - - - - 10' STUB OF 12" 10' STUB OF 12" �> O RCP ®0.90% O RCP _@ 0.90% `n Z 109' O 0.70% 18 "RCP 18" MIN 157' 0.65% 21 "RCP NORMAL POOL SEPARATION 97' 0.60% 24 "RCP 106' 0.60% 24 "RCP 29 ELEV= 895.20 (TYPICAL) 103' 0.60% 0.60% _ � 24 "RCP 47' 24 "RYUTURE 0.63% " 8" PVC 24 RCP — INV- 894.4± Ln N M U 00 a I 0O Z STORM SEWER PROFILE "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. A �— • o �-- Sheet NDetail Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 5 Straight Curb Inlet Detail C803 3 Beehive Inlet Detail C803 4 1 Paved Area Inlet C803 2 1 Storm Manhole Detail C803 8 Precast Concrete End Section C803 9 RipRop Detail @ End Section Cfl UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED co rn c° o � PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE v CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. (a�� Tq®� IT IS AGAINST THE LAW TO EXCAVATE 1238.6001 WITHOUT NOTIFYING THE UNDERGROUND 1, TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO LOCATION SERVICE TWO (2) WORKING CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. DAYS BEFORE COMMENCING WORK. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN ~ COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER ter" CC co SAFETY. Ljj J 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY � C.0 r) ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. Z 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. =) r-) 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS O O O UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE Cfl UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED co rn c° o � PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE v PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE `_ MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD CO PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE F�» INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE a MORE STRINGENT REQUIREMENT SHALL GOVERN. a I 1 -- ---- - - - - -— w > F- U GWINNETT � z 660 STREET � W -� fl I TIT 646 - ViIIQ of West�Clay II I I I FA� SECTION 6002 w = z z V) z M 00 LC-) Of O Ln r-) Lc? CD LC) 00 ") o m aj �� 00� F- cDCDZZ=O ��zzz 0.80% 229' Existing Grade New Grade Granular Backfill 15 "RCP SCALE: 1"=50' 29' 0.80% 12 "RCP SCALE: HORZ.: 1 " =50' VERT.: 1"=5' 920 915 910 905 900 895 890 885 880 Cis z 0 i-n w T. No. 10000075 STATE OF %a '�F` !NDIANP �� '''�/0�NAIL 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 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 PROJECT NO.: 311 /05 1238.6001 F- z Ln � DCC w J - Z c,,j Ln STORM SEWER ~ V) ter" CC co XREF: 6001— BS.DWG Ljj J N � C.0 r) XREF: CA2I.DWG Z SHEET NO.: =) r-) O � O O O 4) Cfl 00 co rn c° o � d v rn 6, CD O CO F- F�» z a CD � F zz w > F- U ,1", , � z 29' 0.80% 12 "RCP SCALE: HORZ.: 1 " =50' VERT.: 1"=5' 920 915 910 905 900 895 890 885 880 Cis z 0 i-n w T. No. 10000075 STATE OF %a '�F` !NDIANP �� '''�/0�NAIL 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 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 DATE: PROJECT NO.: 311 /05 1238.6001 DRAWN BY: � DCC o STORM SEWER PLAN & PROFILE r� N: \1238 \6001 \DWGS \C601- 610.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: 6003— BS.DWG XREF: PINCKNEY— BS.DWG XREF: CA2I.DWG E— SHEET NO.: co O w 4) Cfl d a d O z a z O w � W DATE: PROJECT NO.: 311 /05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238 \6001 \DWGS \C601- 610.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: 6003— BS.DWG XREF: PINCKNEY— BS.DWG XREF: CA2I.DWG XREF: STORM.DWG SHEET NO.: (C604