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HomeMy WebLinkAbout05030006.62ct— ,�i— ,F?��TIF11R,4�iL. l�f�'7[7F� - -- - — — -- MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 . IF THE STANDARD 1 -800- 382 -5544 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE CALL TOLL FREE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND L — — — — — — — — 0 LOCATION SERVICE TWO (2) WORKING D CD DAYS BEFORE COMMENCING WORK. Z �/ r 131ST STREET �— L�17�T --► J F� T' r ° ZOO p - - - -- =♦ —. '� 780 — 000 --- -000 O CO 000 000 � PO O V 000 z 000 ,REQUIRED 30' BUFFEPARD 000 — 77 ___REQUIRED 30' BUFFER YARD- - -000 (T7_5) 1 — 774 n3 772 I 3 OZ no O 1 I 3 _ _ Village of WestClay I O COMMONS HARLESTON POND '\��FUTURE SECTION 6003 REQUIRED 30' BUFFER YARD — e of WestCla POND 5 Villa 3 FUTURE SECTION 6009 y NORMAL POOL =898.7 3 TOP OF BANK =904.6 - - — Z 100 YEAR =902.6 I I I � 000 I I \ -- 000 000 000 000- E) - -O00 000 000 ---- 00 -.,�- -000 000 000 000 OOO Ooo Q 000 I STORM SEWER PLAN SCALE: V-50 920 I 920 J w 915 915 �w ^w� _w_ z ��z Nz �z C"i w vwi zw �Z J cnw Q zip ° ^w Z Q d i� w r`o w CD CD J vow _.. J J —i Z c o N N N --j (n Z ? Z j N N CD CD Z Z Z `r _ — — _ cp � t""') rr N � CD Gb j N `"� 0) Z N N N w p cc m LLJ _ Q r7 O N 2 C O � c0 � � W O O� CO 0� � r7 07 N O') = CO r7 67 N Q7 W Q0 (7 07 R � m O CD Cn Qj 0) U CT) � U w t\ w U U m 0) 00 O 00 CT) Z r7 LCD 2, r7 O DO O O w _ � �- 4 CO 910 w Cn rnai 00 rn�� CD ��� W F- �cNO 00 O Z LCD - rn rn Cn m000 r-- 00 F- Iii.. -j co l— ��!popo�0 � �po0 c0� p� p0j NCD 000�� � = ��0 ���- co �OZ= r-OZ= ���00 910 ��� ��zo z�zo o-) CD o��r�00�� w N -° -° -° I,oZ� Z Ln �v> c�i�� –zZ C/-) ��zz Cn Vim° �v »> °O �~ -- N ~ -- N ~ -- cn Of C-3 zZ w o C z C /—) o C �� r-- co o0 z� 905 z w°° 905 - - - - -- �-)z �K co - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - -- - - - - - - - - -- qN - -- - -- -- - - - - - -- - -- T - - - - - - - -- - -- - - - - - - ------ - - - - -- -- - - - - -- -- �Z 900 NORMAL POOL NORMAL ` PL 0 ELEV= 898.50 ELEV = 898.50 175' 0.25% 24 "RCP 125' 0.27% 2rRCP 50' 241 0.21 % 30 "RCP 83' 0.24% 30 "RCP 124' 0.23% 18 "RCP 49' 111' 0.23% 24 "RCP 161' 0.23% 24 "RCP 33' 0.21% 0.24% 18" MIN 0.25% 21 "RCP 30 "RCPQ 5 89 5 SEPARATION 27 "RCP 8" WATERMAIN EX. 20" WATERM 18 MIN SEPARATION 890 890 885 885 880 880 STORM SEWER PROFILE o ��i 4�— HOLEY MO LEY SAYS ec N.mb'er 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO DON'T 1 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. C803 3 Chairback Curb Inlet Detail DIG TBM #44 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN XREF: 6002— BS.DWG USGS BENCHMARK COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER BLIND" CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT SAFETY. C803 EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY 0 FARM ENTRANCE. ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. ELEVATION — 893.39 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY O MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS Q UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE MINIMUM FROM THE TOP OF THE INSTALLED "IT'S THE LAW TO THETOP OFTHE INSTALLED PIPE SHALL BE THE PAVEMENT TO PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE CALL 2 WORKING DAYS BEFORE YOU DIG MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 . IF THE STANDARD 1 -800- 382 -5544 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE CALL TOLL FREE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND L — — — — — — — — 0 LOCATION SERVICE TWO (2) WORKING D CD DAYS BEFORE COMMENCING WORK. Z �/ r 131ST STREET �— L�17�T --► J F� T' r ° ZOO p - - - -- =♦ —. '� 780 — 000 --- -000 O CO 000 000 � PO O V 000 z 000 ,REQUIRED 30' BUFFEPARD 000 — 77 ___REQUIRED 30' BUFFER YARD- - -000 (T7_5) 1 — 774 n3 772 I 3 OZ no O 1 I 3 _ _ Village of WestClay I O COMMONS HARLESTON POND '\��FUTURE SECTION 6003 REQUIRED 30' BUFFER YARD — e of WestCla POND 5 Villa 3 FUTURE SECTION 6009 y NORMAL POOL =898.7 3 TOP OF BANK =904.6 - - — Z 100 YEAR =902.6 I I I � 000 I I \ -- 000 000 000 000- E) - -O00 000 000 ---- 00 -.,�- -000 000 000 000 OOO Ooo Q 000 I STORM SEWER PLAN SCALE: V-50 920 I 920 J w 915 915 �w ^w� _w_ z ��z Nz �z C"i w vwi zw �Z J cnw Q zip ° ^w Z Q d i� w r`o w CD CD J vow _.. J J —i Z c o N N N --j (n Z ? Z j N N CD CD Z Z Z `r _ — — _ cp � t""') rr N � CD Gb j N `"� 0) Z N N N w p cc m LLJ _ Q r7 O N 2 C O � c0 � � W O O� CO 0� � r7 07 N O') = CO r7 67 N Q7 W Q0 (7 07 R � m O CD Cn Qj 0) U CT) � U w t\ w U U m 0) 00 O 00 CT) Z r7 LCD 2, r7 O DO O O w _ � �- 4 CO 910 w Cn rnai 00 rn�� CD ��� W F- �cNO 00 O Z LCD - rn rn Cn m000 r-- 00 F- Iii.. -j co l— ��!popo�0 � �po0 c0� p� p0j NCD 000�� � = ��0 ���- co �OZ= r-OZ= ���00 910 ��� ��zo z�zo o-) CD o��r�00�� w N -° -° -° I,oZ� Z Ln �v> c�i�� –zZ C/-) ��zz Cn Vim° �v »> °O �~ -- N ~ -- N ~ -- cn Of C-3 zZ w o C z C /—) o C �� r-- co o0 z� 905 z w°° 905 - - - - -- �-)z �K co - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - -- - - - - - - - - -- qN - -- - -- -- - - - - - -- - -- T - - - - - - - -- - -- - - - - - - ------ - - - - -- -- - - - - -- -- �Z 900 NORMAL POOL NORMAL ` PL 0 ELEV= 898.50 ELEV = 898.50 175' 0.25% 24 "RCP 125' 0.27% 2rRCP 50' 241 0.21 % 30 "RCP 83' 0.24% 30 "RCP 124' 0.23% 18 "RCP 49' 111' 0.23% 24 "RCP 161' 0.23% 24 "RCP 33' 0.21% 0.24% 18" MIN 0.25% 21 "RCP 30 "RCPQ 5 89 5 SEPARATION 27 "RCP 8" WATERMAIN EX. 20" WATERM 18 MIN SEPARATION 890 890 885 885 880 880 STORM SEWER PROFILE o ��i 4�— Sheet N.mb'er Description C803 1 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 3 Chairback Curb Inlet Detail C803 4 Beehive Inlet Detail XREF: 6002— BS.DWG Z XREF: PINCKNEY— BS.DWG C803 2 Storm Manhole Detail C803 5 Precast Concrete End Section C803 6 RipRap Detail @ End Section w MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 . IF THE STANDARD 1 -800- 382 -5544 PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE CALL TOLL FREE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND L — — — — — — — — 0 LOCATION SERVICE TWO (2) WORKING D CD DAYS BEFORE COMMENCING WORK. Z �/ r 131ST STREET �— L�17�T --► J F� T' r ° ZOO p - - - -- =♦ —. '� 780 — 000 --- -000 O CO 000 000 � PO O V 000 z 000 ,REQUIRED 30' BUFFEPARD 000 — 77 ___REQUIRED 30' BUFFER YARD- - -000 (T7_5) 1 — 774 n3 772 I 3 OZ no O 1 I 3 _ _ Village of WestClay I O COMMONS HARLESTON POND '\��FUTURE SECTION 6003 REQUIRED 30' BUFFER YARD — e of WestCla POND 5 Villa 3 FUTURE SECTION 6009 y NORMAL POOL =898.7 3 TOP OF BANK =904.6 - - — Z 100 YEAR =902.6 I I I � 000 I I \ -- 000 000 000 000- E) - -O00 000 000 ---- 00 -.,�- -000 000 000 000 OOO Ooo Q 000 I STORM SEWER PLAN SCALE: V-50 920 I 920 J w 915 915 �w ^w� _w_ z ��z Nz �z C"i w vwi zw �Z J cnw Q zip ° ^w Z Q d i� w r`o w CD CD J vow _.. J J —i Z c o N N N --j (n Z ? Z j N N CD CD Z Z Z `r _ — — _ cp � t""') rr N � CD Gb j N `"� 0) Z N N N w p cc m LLJ _ Q r7 O N 2 C O � c0 � � W O O� CO 0� � r7 07 N O') = CO r7 67 N Q7 W Q0 (7 07 R � m O CD Cn Qj 0) U CT) � U w t\ w U U m 0) 00 O 00 CT) Z r7 LCD 2, r7 O DO O O w _ � �- 4 CO 910 w Cn rnai 00 rn�� CD ��� W F- �cNO 00 O Z LCD - rn rn Cn m000 r-- 00 F- Iii.. -j co l— ��!popo�0 � �po0 c0� p� p0j NCD 000�� � = ��0 ���- co �OZ= r-OZ= ���00 910 ��� ��zo z�zo o-) CD o��r�00�� w N -° -° -° I,oZ� Z Ln �v> c�i�� –zZ C/-) ��zz Cn Vim° �v »> °O �~ -- N ~ -- N ~ -- cn Of C-3 zZ w o C z C /—) o C �� r-- co o0 z� 905 z w°° 905 - - - - -- �-)z �K co - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - -- - - - - - - - - -- qN - -- - -- -- - - - - - -- - -- T - - - - - - - -- - -- - - - - - - ------ - - - - -- -- - - - - -- -- �Z 900 NORMAL POOL NORMAL ` PL 0 ELEV= 898.50 ELEV = 898.50 175' 0.25% 24 "RCP 125' 0.27% 2rRCP 50' 241 0.21 % 30 "RCP 83' 0.24% 30 "RCP 124' 0.23% 18 "RCP 49' 111' 0.23% 24 "RCP 161' 0.23% 24 "RCP 33' 0.21% 0.24% 18" MIN 0.25% 21 "RCP 30 "RCPQ 5 89 5 SEPARATION 27 "RCP 8" WATERMAIN EX. 20" WATERM 18 MIN SEPARATION 890 890 885 885 880 880 STORM SEWER PROFILE I'ic�- H OR Z.: 1"=50 SCALE: » VERT.: 1 =5 - - - - -\, Existing Grade New Grade % ������ Granular Backfill �P �\STE RFo F ,� �' No. 10000075 P STATE OF c �sSiO'NAIL1,��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) 41 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.: 3/1/05 1238.6001 DRAWN BY: CK5 w o STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238\ 6001 \DWGS \PINCKNEY \C601- 603.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG Z XREF: PINCKNEY— BS.DWG XREF: CA2I.DWG ° SHEET NO.: C&CC'12 v� w �P �\STE RFo F ,� �' No. 10000075 P STATE OF c �sSiO'NAIL1,��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) 41 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.: 3/1/05 1238.6001 DRAWN BY: CK5 w o STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238\ 6001 \DWGS \PINCKNEY \C601- 603.DWG XREF: 6001— BS.DWG XREF: 6002— BS.DWG XREF: 6003— BS.DWG XREF: PINCKNEY— BS.DWG XREF: CA2I.DWG N z SHEET NO.: C&CC'12 O Q CI W DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORM SEWER PLAN & PROFILE DRAWING FILES: N: \1238\ 6001 \DWGS \PINCKNEY \C601- 603.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.: C&CC'12