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HomeMy WebLinkAbout05030006.53131 S1 O TC= 903.00 O TC - o I I I W of 0 0 N cr) I I I 1 I cn 0 W 8 U HOLEY MOLEY SAYS Ce DON'T DIG BLIND "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. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. NOTE: STORM SEWER CASTINGS TO BE LABELED "DUMP NO WASTE - DRAINS TO WATERWAY" 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) (MERGE LANE i / / / 100' LEFT TURN LANE 150' TAPER �- r 131ST STREET.. c ✓SZ,LL 11� �. 0 -�► N '� _� 903 0 L Teo TC= 900°2.60 903.0_ 903.6 HP _ 904.1 000 � 0 250' MERGE LANE 905.0 I[ 904.56 903.9 250' TAPER 00 , 150' TAPER 100' 49' OF ° ° \ ��� 21" RCP p g031 ° °° 904 NP 47' OF 12" RCP -EX. 20" WATERMAIN TA EX. 20" WATERMAIN 904.0 000 �� 7 1 18" Rcp - PLC= 904.40 - - - - - - - X90330 na n3 i7i TC= 903.20 161' 0 RCP 904.6 904 - RCP _7- - 904.2 0 rn 904.2 111 OF 24 - - - - - - 943- 902 9 ° 905 33' OF 27" RCP 901 05 zo N7 rn Mo I 900 o� I a CD u U H 770 IE= 898.50 o � i age of West( UTU SECTION ASSUMED NORTH SCALE: 1 "= 50 ' IIdI�CCsIE�� Z Existing Storm Sewer -�-- New Storm Sewer DEVELOPMENT Existing Sanitary Sewer DRAWING FILES: New Sanitary Sewer XREF: 6001- BS.DWG, 6002- BS.DWG Existing Contour XREF: PINCKNEY- BS.DWG Existing Elevation 000.00 New Pavement Grade MEE All Other Finish Grades -ME-1 Match Existing Grades 000 Storm Structure Number ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. Sanitary Structure Number z Flow Arrow -------- - - - - -- 6" Subsurface Drain 4" SSD Lot Lateral 000.00 - Swale (0 w Water Main IT SHALL BE THE RESPONSIBILITY OF EACH CONTRa-_"DP Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities O 2' Chairback Curb with Gutter 0 2' Chairback Curb w/o Gutter 0 2' Valley Gutter _-- -76'OF/- PVC TC =9 .40 �. O 165 COMMONS 902.6 903.0 IE 903.51E / 6" S D RISER f / 61 903.1 / 903.8 °O Cfl 0 767 2 ' OF 12" RCP ° 2_' HARLESTON POND IE= 898.50 w - Cn UO M O 9p6 0 POND 5 N NORMAL POOL =898.7 IE= 898.50 0 to ' TOP OF BANK =904.6 Oz 100 YEAR =902.6 �o� S5o o 0 o P VP 6 ' M 900 O 901 902 Vc76 00 U FUTURE MEDIAN BREAK (IYP.) 903 g04 °-- - - - - -- 904.6 - - -- TC =03.50 �- 0 rn o CD LLJ N 905 9Q7.D Villa e of WestCla ► °_ 907.0 w Y o z FUTURE SECTION 6003 0 CD q- o ° 0 N 906 B 0 906.3 ef- 906.3 OHO 05.8 I / ° M 905.8 C' 90,7 / P P 746 � 743 905.8 / 0 05.8 c 9 6.3 90 tts °s o T 906.40 - C o rn _ _ TC= 905.30 138 OF 8 PVC 163 � 6 SSD TC =904:10 P+73.451 129' OF TAFT CIRCLE 7 +13.4 HA ESTO STREET 8 +00 +93.45 7 +00 6 +89.8 50' OF 30" RCP 15" RCP 905.67 905.76 905.83 OD -- 1 � o + B A ti 906.3 cos Ga 906.3 905.8' 745 742 905.8 41' OFO� 107' OF - 18" RCP 21" RCP 905.7 905.7 + ° A 00 74, 0 906.5 � 906.5 0 n U I I TB M #44 CD USGS BENCHMARK ° '� 0,01 CUT X NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE - - J 908.4 0 908.0 pa FARM ENTRANCE. 9 ELEVATION - 893.39 907.7 0. 22L f c90 i i `90 z 0 w T. No. 10000075 STATE OF %OAF`S, /ND I AN ONfA'L111\N\ 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering CCs i�mYICCIE.� 3/1/05 1238.6001 DRAWN BY: Z ^^ SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N:\1238\6001\DWGS\PINCKNEY\C101.DWG XREF: 6001- BS.DWG, 6002- BS.DWG 90i XREF: PINCKNEY- BS.DWG � TL � E-1 z � W a 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. z OO z � O 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRa-_"DP Q VERIFY ALL EXISTING UTIL7ES AN-_ CCU w PERTAINING TO HIS PHASE OF WORK. '.T a co CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF 907.0 907.0 THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR I SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF C ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE O� O PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR o RESUMED. D 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. `9O� 00 o w ° 4. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE Z N PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY "' U COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED Z PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. 5. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" 908.0 THICK AND 4' IN WIDTH. C 1 6. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT 908.0 00 7. TO BE CONSTRUCTED BY OTHERS. EXPANSION JOINTS AREA TO BE PLACED AT ALL WALK ° INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. o FUTURE MEDIAN BREAK (T SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN B .) EXPANSION JOINTS, CONTRACTION JOINTS AND PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS WITH n6 40 A CONTRACTION JOINT EVERY 2C' OR LESS. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. o 9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. °o U STANDARDS FOR WORKER SAFETY. c 10. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 11. REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE C/) CROSSES PROPOSED HOUSE PADS. ALL FIELD TILES Z INTERCEPTED TO BE PERPETUATED INTO STORM SEWER 909.0 Q g SYSTEM OR LAKE. THE SUBCONTRACTOR SHALL NOTIFY IN a_ N 909.0 WRITING THE OWNER AND THE ENGINEER IN ANY co CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED. 0 0 H ° 12. ALL FILL AREAS (ENGINEERED FILL) SHALL BE COMPACTED TO U AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). FILL UNDER THE FOOTING SHALL BE COMPACTED TO AT o LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). rn 0 FILL SHOULD EXHIBIT A MAXIMUM DRY DENSITY OF AT LEAST 105 rn PCF, AND HAVE A LIQUID LIMIT LESS THAN 50 AND PLASTICITY INDEX °o OF LESS THAN 25. SANDY FILL MUST HAVE LESS THAN 15 + PASSING A 1200 SIEVE. 13. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT, 14. SIDEWALK CURB. 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS: NONE FL - C> - �JJ 909.0 If 9.0 I I TB M #44 CD USGS BENCHMARK ° '� 0,01 CUT X NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE - - J 908.4 0 908.0 pa FARM ENTRANCE. 9 ELEVATION - 893.39 907.7 0. 22L f c90 i i `90 z 0 w T. No. 10000075 STATE OF %OAF`S, /ND I AN ONfA'L111\N\ 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 GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: Z ^^ SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N:\1238\6001\DWGS\PINCKNEY\C101.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: CA12.DWG, CA2I.DWG XREF: PINCKNEY- BS.DWG � TL � E-1 z � W a z z OO z � O 1 Q CCU w DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N:\1238\6001\DWGS\PINCKNEY\C101.DWG XREF: 6001- BS.DWG, 6002- BS.DWG XREF: CA12.DWG, CA2I.DWG XREF: PINCKNEY- BS.DWG SHEET NO.: TL �