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Home My WebLink About05010061 C102 Development Plan Section 12002 ADATE: 03/01 /04 I BRENWICK DEVELOPMENT CO. CARMEL, INDIANA DRAWN BY: DCC Wesi "—A INDIANA SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1 238 \1202 \D WGS \C101 -102. DWG XREF: 1009BS.DWG XREF: 1201BS.DWG XREF: 1202ABS.DWG XREF: 1202BBS.DWG XREF: CA11.DWG, CA14.DWG XREF: MID -BS -E -B.DWG SHEET NO.: C 02 DATE: 03/01 /04 PROJECT NO.: 1238.1202 DRAWN BY: DCC CHECKED BY: SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: N: \1 238 \1202 \D WGS \C101 -102. DWG XREF: 1009BS.DWG XREF: 1201BS.DWG XREF: 1202ABS.DWG XREF: 1202BBS.DWG XREF: CA11.DWG, CA14.DWG XREF: MID -BS -E -B.DWG SHEET NO.: C 02 (n F- w 7,;31.65 17 +00 7/ 247 MFPG =889.1 REMOVE EXISTING PORARY CULVERT 12002 12002 y 25 MFPG =889.1 P VI 37+34 891.7 891.0 891.2 1 845.3 890.57 29 °V 2 RC? PVI ,9 +15` 9 +00 251 MFPG =889.1 260 MFPG =889.1 131.26' 47' OF 15" RCP 890.3 889.92 889.90 891.2 891.7 253 MFPG 889:1 254 MFPG =889.1 890.0 890.6 890.0 891.44 AV1:871 EX. 18" PVC 259 MFPG =889.1 892.] 72002 -A 258 MFPG =889.1 888.5 42 +0 892. 40 +00 (890.15) 41 +00 890.79 113.97' VAR DE OF 15 RCP 257 MFPG =889.1 890•16 58.3 atk TIPTON GRE COMMONS DU&SE C 3 +50.50 3 +29.30 3 +00 889.47 889.00 888.36 886.18 890.5 885.0 884.8 PROTECTIVE BOLLARD 15' o.c. LOCK "A It MONS 256' OF 8" PVC 27.62' 229 MFPG =889.1 887.0 103.91' 887.5 15' DU &SE 120.00' 40 EX. TC= 889.68 ADJUST:,TC=889.40 65' EN t VEERED o FlLL LIMITS 890.5 5' DU &.SE GL FLAG `,SSD -INV .880.5 GL M K R;' cp UD LLJ 3 0 8.50 6 RIP RAP REQ'D. per ..r.: 10 ®0 i� i� r V ill a 3i.1.1a.noYi -g!m -t. OYATI ►APO iii i/ iZ,O PROTECTIVE' BOLLARD 15' o.c. 2o' 163, 37' U &SE 244 „aoo TC= 892.40: 20' BL w CO W (n 0 Li t (000.00) 1000.001 I ME I (000.00) NOTE: ANY EASEMENT OR RIGHT -OF -WAY SHOWN ACROSS OR WITHIN THE PANHANDLE EASTERN IIPELINE EASEMENT IS SUBJECT TO THE RIGHTS OF THAT EASEMENT AND PANHANDLE EASTERN PIPELINE APPROVAL. RIP RAP REQ'D. 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 Flow Arrow 6" Subsurface Drain Swale (T) Water Main Section A B Breakline L1E0-1E Ia MFPG 0 0 0 PROTECTIVE BOLLARD 15' o.c. Existing Village of WestClay Hourglass Lake \ORvAL POOL 88.0 100 YEAR -L -V. 887.03 TOP OF BA 889.00 XX' F -F XX' B -B PINKAPri s• ❖1 .2fi3' .8' PVC Existing Trees Existing Gas Main Existing Telephone Existing Water Main Existing Flowline Existing Overhead Utilities Minimum Flood Protection Grade 2' Above 100 yr Flooding Source (Lowest Structure Opening Permitted: window, door, etc.) 2' Chairback Curb 2' Chairback Curb w/o Gutter 2' Valley Gutter Protective Bollard Face of Curb to Face of Curb Back of Curb to Back of Curb Existing Rip Rap Around Hourglass Lake Emergency Overflow Route RIP RAP REQ'D. INV -884.0 COMMONS FOR CONTINUATION SEE SHEET C101 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. 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. 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT SHALL APPLY FOR ALL SANITARY SEWERS. 5. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 6. 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. 7. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" THICK AND 4' IN WIDTH. B. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO BE CONSTRUCTED BY OTHERS. I 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 CG1RINElRAILs 000 n. INTc 17 9. 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. 10. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 11. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 12. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 13. 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. 14. 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 DENSITY 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% FINES PASSING A #200 SIEVE. 15. WATERMAIN VALVES SHALL NOT BE LOCATED UNDER PAVEMENT. 16. 100 YEAR FLOOD PLAINS, FLOODWAY FRINGES FLOODWAYS PER FEMA AND IDNR STUDIES: NONE RIP RAP REQ'D. INV- 884.00 o HOLEY MOLEY SAYS "DON'T DIG BLINDn "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 NOTIFYING THE UNDERGROUND ASSUMED NORTH WITHOUT LOCATION COMMENCING WORK. ING SCALE: "1” 50' MKR GL MKR GL FLAG 0 BEGIN CONSTRUCTION AT STA 1 +10 EX. TO= 885:20 ;ADJUST TC= 884.9tEND OF ROAD MARKERS Cri z w U w w H- z w 0 U H- Z w U w w U) w H- Z w 0 C) J W U U- 0 H- w w U) w w 0 0 W w 0 w 0 w W 4 4 4 Wit 0 0 CO 0 CO o �r00 CO U CD U U L c 0 0 0 CC N M `t \HIaIIIIllllfy� /7 0IN T.8 i ST No. 0000075 STATE OF ONA c E tta....4, DATE: 3/1/04 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. (2004) Schneider THE SCHNEIDER CORPORATION 12821 E. 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