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Home My WebLink About03110012 VOWC Sec. 10003, Construction Plans pg. 031 1 1 BRENWICK DEVELOPMENT CO. CARMEL, INDIANA DRAWN BY: DCC CHECKED BY: I N] INS DRAWING FILES: N: \1238 \1003 \DWGS \C101- C102.DWG XREF: 1003 BS.DWG XREF: 1002 BS.DWG XREF: 1004- ABS.DWG XREF: CA5.DWG, CA6.DWG, CA7.DWG, CA8.DWG SHEET NO.: C ....e 02 1 DATE: 10/31 /03 PROJECT NO.: 1238.1003 DRAWN BY: DCC CHECKED BY: SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1238 \1003 \DWGS \C101- C102.DWG XREF: 1003 BS.DWG XREF: 1002 BS.DWG XREF: 1004- ABS.DWG XREF: CA5.DWG, CA6.DWG, CA7.DWG, CA8.DWG SHEET NO.: C ....e 02 937 MFPG =897.4 936 MFPG =898.2 MFPG =896. 896.2 895.33 BLOCK A COMMONS CHURCHILL POND NORMAL POOL =887.00 100 YEAR ELEV =888.70 BOTTOM ELEV. 879.00 MIN. 'TOP OF BANK: 890.70 895.7 896.0 897.45 1 897.8 I 931 MFPG=898.0 11 +00 896.9 CK "B" COMMONS Vaggrat FINCHLEY ROAD (896.15) '897.0 5' DU &SE 897.0 I 20' BL TC= 897.00 934 MFPG =897.9 933 FP6 =897.3 65' ENGINEERED FILL LIMITS 895.7 13 +00 13 +42.12 C= 895.80 679) 895.14 895.3 895:50 59' OF 12" ReP 14 +00 14 +35.1 895.7 TC= 893.40 FAVEMENT AT CONNECTION E SAW CUT FOR o Q U Op IT n J J _J O G) &SE 39.7 'T 10 +41.09 f cci CO 859 MFPc =sss.o 379' OF 8" PVC tom W CZ W w w ir) cc) 858 MFPG =897.2 20' BL FOR CONTINUATION SEE SHEET C101 857 MFPG=896. R Urw 856 MFPG =896:2 Existing Village of WestClay Section ,10004 -A 1 Future s.- Village of WestClay II fi SECTION 10002 V III CBRENWICK TND C(3MMl- 1NYTlES, 1 11111 \\I‘ \\\1/4:,\,\\\\‘\\\\\\\ 777y NOTE: EXISTING CURB AN TO M ON TCALM ST SO: TI Future Village of estClay SECTION jQ002 (BRENWICK TND COMMOTIES z v Q\ 1J LLC) il L HOLEY MOLEY SAYS "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. ASSUMED NORTH SCALE: 1 50 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. NOTE: SEE PLANS FOR THE VILLAGE OF WestClaY SECTION 10002 FOR CONTINUATION OF EMERGENCY FLOOD ROUTING. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. 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' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 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. ALL FILL AREAS 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). WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. T D T E S (000.00) 1000.001 1 ME 1 (000.00) MFPG 1 i000.00l IL1a�IE1ID Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades Match Existing Grades Corrected Grades Storm Structure Number Sanitary Structure Number Minimum Flood Protection Grade. Lowest Opening Permitted. Flow Arrow 6" Subsurface Drain 4" ssd Lot Lateral Swale (0 Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities 2' Chairback Curb Emergency Overflow Routing 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 GI STER;4 F No. 0000075 STATE OF s /oNAL E t 4 4.44, DATE: 11/12/03 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. (2003) tab, 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 REVISED PER TAC COMMENTS.