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HomeMy WebLinkAbout05030006.7N CITE: SCALE: 1" =60' NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" 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 TC= 902.60 -- ....... �J 0 903.0 904.0 E TC -9ROO ono 000- m 000 904.0 E T T-� eo 000 905.0 E/ - \ I / 904 0 P SIC \ .0 905.3 E 904.0 \ `\ 903.7 904.6 904 so2 \ 9 - - -- - - -I -- - 9ar - 904.2 °o 904.2 901 �OTC 0260 � W5 900 899 \ 903.8 \ ° I905.0 I 905.0 \ ° I } I I�1- IIoII -L 906 POND 5 0 I 906.0 I I II I 906.0 NORMAL P0017 ° I I III TOP 100 YEARN 6 902.6 o I b P 900 901 902 � - 903 904 , 904.6 - 0 e efu-a y Ig I I c � 90� 6 0 TORE SEC/TTON p I 9W <12 907.0 a. III I „� II FOR PI KNEY DRIVE \ I Il�fiill I \ / ' I M PROVEM S SEE CL 0 °° PINCKNEY D ONSTRUCTION PLANS, o I o I / 6c"? + 0 05.8 a 905.8 / 0 0 \ 9Q I / M _ _ -�-_ �\ \ \ 7 P CID W I / \ / � 905.8 / / � \\ 905.8 / p 906.3 / // is \ \ 906.3 C. p ry 7 +13.4 HA STO STREET 9 I +9r.102, 8 +73.45 ' 8 +00 7 +93.45 - I� 7 j 00 6 +89.- - °o a 67 � � 905.76 905.63 - -- ! 1 II Q ' ° -T R - - - -- - - -- - ------ - - - - -- 906.3 / 905.86.3 `O \ it \ 905.7 + 906.5 0 �II III I P a � POND 6 o - o I NORMAL POOL =898.5 I TOP OF BANK =904.3 \ I I CO i I 1 °� I 100 YEAR =902.3 ° \ Z II \ II VIII 11110 II 908.0 0 908.0 POND � � � � �1 � I I VIII I I r-- - - - - - -� I Ilt' III I o IE SEE GOLD TER A K- - NI ItI� I LIT IE= 898.50 � IT I I I � I � �I.. I CONSTRUCT NI PLA rP I I I I II ► Village o WestClay o I �+ +�- ++ -�- ++ 909.0 II III u► II 909.0 SE TION 6 0 0 M E DETAIL.II q L I I UTURE �-� 1 -►_-11 I I T I I I I , -� -1.J 11 -11 ,W / I I I1 I --�1E L_ - - - =� III r -i � II II II I o I �° TIIIJ -- _JL= `r' -! I �(r� L - - - - - - III 3 Vill ge III III FU TU E EN I TY A I II 909.0 CA � 90 II��NI z IE= 898.50 bU 'IITI 7 Q IE= 898.50 II I� L_ sos.4 I II m II erg= 1D5 O soe. 9pg P n OJ Q TC= 909.10 �� "' 110' OF 07.80 900 &C= 909.20 pp,,� `` _- I� TC =90 0 to 8_ PVC of n7 7 " JVJ 104 OF 18 RCP IC= 906.98 /+ 36 +10.01 37 +00 - R ox ^� , ,, B 12 BIL 1T Of 24 ". -RCP 907.31 100' OF 24' RCP C TC= 906.98 w 0 B ° tY RCP 6" SSD 7M 71: 9 .4 907.5 » > LOCATION SERVICE TWO (2) WORKING SCALE: 1 = 60 BEFORE COMMENCING s -Do- o ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ,Z. 10 DU &SE PT 30 +54.69 31 +00 32 +00 Ln 908.28 909.04 A O � L` 1 9 .6 909.3 10' DU&SE 908.7 12 BL' BLOCK °A" I Pin-ono 1 P n =QnQ 7 1 tnI I M_ I I-It W FOR CONTINUATION SEE SHEET C101 33 +00 MANIGAULT STREET S 3+4-w °,jam 35+00 29' OF :908.41 A I �9a 10' TC= 38 +07.01 39+10 40+00 �0 - � 1 - -- 180 0F 18" RCP 41 +00 41 +36: FOR CONTINUATION SEE SHEET C102 ,o o ° O I HOLEY MOLEY SAYS "DON'T DIG BLIND 36 +00 IC= 906.98 /+ 36 +10.01 37 +00 CALL 2 WORKING DAYS BEFORE YOU DIG B OCK ,, B 12 BIL 1T Of 24 ". -RCP 907.31 100' OF 24' RCP C TC= 906.98 w 0 B ° tY RCP 6" SSD XREF: 6003- BS.DWG, PINCLNEY.DWG 9 .4 907.5 » > LOCATION SERVICE TWO (2) WORKING SCALE: 1 = 60 BEFORE XREF: CA2I.DWG, CA12.DWG, CA9.DWG COMMENCING 77�� ��DAYS oWORK. ��1L�L�1JL 1 V �.1i 11 1G.� o ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ,Z. 10 DU &SE An =Q1 f VERIFY ALL EXISTING UTILITIES AND CONDITIONS z PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE HE P D =91 .5 BOCK TC= 38 +07.01 39+10 40+00 �0 - � 1 - -- 180 0F 18" RCP 41 +00 41 +36: FOR CONTINUATION SEE SHEET C102 ,o o ° O I HOLEY MOLEY SAYS "DON'T DIG BLIND 36 +00 IC= 906.98 /+ 36 +10.01 37 +00 CALL 2 WORKING DAYS BEFORE YOU DIG DRAWN BY: 29= OF 1- 800 - 382 -5544 90]45 0 1T Of 24 ". -RCP 907.31 100' OF 24' RCP C TC= 906.98 AND MASS GRADING PLAN 0 B ° tY RCP 6" SSD XREF: 6003- BS.DWG, PINCLNEY.DWG 9 .4 907.5 » > LOCATION SERVICE TWO (2) WORKING SCALE: 1 = 60 BEFORE XREF: CA2I.DWG, CA12.DWG, CA9.DWG COMMENCING 77�� ��DAYS oWORK. ��1L�L�1JL 1 V �.1i 11 1G.� 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. ,Z. 10 DU &SE 12' BIL O VERIFY ALL EXISTING UTILITIES AND CONDITIONS z PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE HE z CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF BOCK o EACH UTILITY BEFORE WORK IS STARTED, HE CONTRACTOR O SHALL NOTIFY IN WRITING HE OWNER OR THE ENGINEER OF MB PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR TC=90.61� 3. STANDARD SPECIFICATIONS FOR HE HAMILTON COUNTY W n l SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. HE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY HE RESPECTIVE UTILITY w COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED z PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF C Y 5. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" P D =90 .q I . W TC= 38 +07.01 39+10 40+00 �0 - � 1 - -- 180 0F 18" RCP 41 +00 41 +36: FOR CONTINUATION SEE SHEET C102 ,o o ° O I HOLEY MOLEY SAYS "DON'T DIG BLIND NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC -W -000 (Village of WestClay - West- Structure number) z O w NO, �G\STERF 'Q;f; No. _ 10000075 = � STATE OF %O��` /VD IANP AL 1� 111 1 1 1 1 1 1 11111 N I I V�� \` 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) 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering "IT'S THE LAW" 311105 CALL 2 WORKING DAYS BEFORE YOU DIG DRAWN BY: C 1- 800 - 382 -5544 o CALL TOLL FREE AND MASS GRADING PLAN PER INDIANA STATE LAW IS -69 -1991. ASSUMED 11 IS L NORTH XREF: 6003- BS.DWG, PINCLNEY.DWG WIHOUTANOTIFYING HE UNDERGROUND » > LOCATION SERVICE TWO (2) WORKING SCALE: 1 = 60 BEFORE XREF: CA2I.DWG, CA12.DWG, CA9.DWG COMMENCING 77�� ��DAYS oWORK. ��1L�L�1JL 1 V �.1i 11 1G.� 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO O VERIFY ALL EXISTING UTILITIES AND CONDITIONS z PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE HE z CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF HE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR o EACH UTILITY BEFORE WORK IS STARTED, HE CONTRACTOR O SHALL NOTIFY IN WRITING HE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR HE HAMILTON COUNTY W n l SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. HE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY HE RESPECTIVE UTILITY w COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED z PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF C SERVICES. 5. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" HICK AND 4' IN WIDTH. 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT W TO BE CONSTRUCTED BY OTHERS. 7. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTI -RVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES INTERCEPTED TO BE PERPETUATED INTO STORM SEWER SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER IN ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL SHOULD EXHIBIT A MAXIMUM DRY DEN`.;ITY OF AT LEAST 105 PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 PASSING A #200 SIEVE. 13. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, SIDEWALK OR CURB. 14. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE II..IDC DILE� Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation 000.00 New Pavement Grade 000.00 All Other Finish Grades ME Match Existing Grades 000 Storm Structure Number Sanitary Structure Number f Flow Arrow ---- - - - - -- - - -- 6" Subsurface Drain - -- 4" SSD Lot Lateral Swale (f{� w Water Main Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities z ' 12' Alley (Private Alley Easement) MFFE Minimum Finished Floor Elevation 1' Above Hightest Lot Grade O 2' Chairback Curb with Gutter 0 2' Chairback Curb w/o Gutter 0 2' Valley Gutter NOTE: NO KNOWN PUBLIC WATER SYSTEMS WITHIN 50' OF PROPOSED SANITARY SEWERS. NO F.E.M.A. OR D.N.R. MAPPED 100 YEAR FLOODWAY OR FLOODPLAIN PER HAMILTON COUNTY, IN, MAP NUMBER 18057CO2026F. CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER STRUCTURE NUMBER PREFIX: VWC -W -000 (Village of WestClay - West- Structure number) z O w NO, �G\STERF 'Q;f; No. _ 10000075 = � STATE OF %O��` /VD IANP AL 1� 111 1 1 1 1 1 1 11111 N I I V�� \` 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) 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 CIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 311105 1238.6001 DRAWN BY: C DCC o OFFSITE STORM SEWER AND MASS GRADING PLAN DRAWING FILES: N: \1238 \6001 \DWGS \C103- 106.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: 6003- BS.DWG, PINCLNEY.DWG � XREF: 8501BS.DWG, GLEBE- BS.DWG XREF: CA2I.DWG, CA12.DWG, CA9.DWG SHEET NO.: O w O CO z a z ,`s z o z O W n l Zo w z C W DATE: PROJECT NO.: 311105 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: OFFSITE STORM SEWER AND MASS GRADING PLAN DRAWING FILES: N: \1238 \6001 \DWGS \C103- 106.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: 6003- BS.DWG, PINCLNEY.DWG XREF: 5003- BS.DWG, 8002BS.DWG XREF: 8501BS.DWG, GLEBE- BS.DWG XREF: CA2I.DWG, CA12.DWG, CA9.DWG SHEET NO.: