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Home My WebLink AboutC102 Grading, Drainage & Utility Plan:SNOISIA]J I JOHN MOSELE, ARCHITECT INDIANAPOLIS, INDIANA u u n 111 u /1/8,„ ii K S e o cG�sTERF s No. o. 9500028 STATE OF C v /111 111!1!IIII41111 1 s r 4 DATE: 4/1/04 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) SHEET TITLE: GRADING, DRAINAGE UTILITY PLAN 1 111[ 1 :::!!!!"1/ S chneider 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: 04/01 I JOHN MOSELE, ARCHITECT INDIANAPOLIS, INDIANA DRAWN BY:: BET CHECKED BY: SHEET TITLE: GRADING, DRAINAGE UTILITY PLAN DRAWING FILES: N: \1238 \033 \DWGS \C102.DWG XREF: 005bs.DWG, 033bs.DWG XREF: 3001AbsS.DWG, 3004bs.DWG SHEET NO.: C f 1 DATE: 04/01 PROJECT NO.: 1238.033 DRAWN BY:: BET CHECKED BY: SHEET TITLE: GRADING, DRAINAGE UTILITY PLAN DRAWING FILES: N: \1238 \033 \DWGS \C102.DWG XREF: 005bs.DWG, 033bs.DWG XREF: 3001AbsS.DWG, 3004bs.DWG SHEET NO.: C IBM MUM MEE CJRB I \LET TC, X97.47 CU H 12" RCP S= 8,92.09 T A I R A T J CO\ TO PROPOSED BUILDING FFE= 898.50 A w \ICI ROOF DRAT\ EXIST \G STRJCTURE T U 1,1 (898.30 NOTES: 1. CONSTRUCTION OF SIDEWALK IN IMMEDIATE VICINITY OF EXISTING TREE(S) TO BE COORDINATED WITH CITY OF CARMEL URBAN FORESTER SCOTT BREWER, 571 -2478. 2. GAS SERVICE TO BE COORDINATED WITH VECTREN REPRESENTATIVE JERRY BREECK AT 776 -5526. Hb[ HL l 3. UTILITY WORK THAT OCCURS WITHIN THE RIGHT OF -WAY OF MEETINGHOUSE ROAD MUST BE PERMITTED THROUGH THE CITY OF CARMEL BOARD OF PUBLIC WORKS. i CLRB EXISTING VILLAGE OF WESTCLAY SECTION 3001 -A THE VILLAGE CENTER PART 2, BLOCK "E" EX. STR x 1 T LIG \LET 89 7 .9 0 1\v 1 T F RCP S g T PoP SA\ vA\ OL 594.90 \V. 0,, ,885.27 S ASP EXISTING VILLAGE OF WESTCLAY SECTION 3004 BLOCK "D" TAPY 12 WA Tt ALT R T ROAD 7 w T POSSIBLE SPRI\ B__ V- TC =89-.36 \V 18" RCP \W= 888.36 I\V 24" RCP SE- 887.21 SA \ITARY VAIN OLE TC= 895.06 INV 87 PVC =878.06 I V '8" PVC SE= 877.86 <LER LINE SA\ T NOTE: CONTRACTOR SHALL NOTIFY CLAY TOWNSHIP REGIONAL WASTE DISTRICT PRIOR TO CONSTRUCTION OF ALL LATERAL CONNECTIONS AND EXTENSIONS FROM THE SANITARY SEWER MAIN TO CLEANOUT. FURTHERMORE, C.T.R.W.D. SHALL BE NOTIFIED PRIOR TO ANY LATERAL CONNECTIONS TO BUILDINGS. C.T.R.W.D. (317) 844 -9200 CANDY FELTNER. NOTE: SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING DIMENSIONS AND EXACT LOCATIONS OF UTILITY SERVICE LINES. TARY MA\ TC-89jC� 0 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 CITY OF CARMEL SHALL APPLY FOR ALL STORM SEWERS. 4. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP REGIONAL WASTE DISTRICT 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. 8. EXPANSION JOINTS ARE 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. 10. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE 0.S.H.A. STANDARDS FOR WORKER SAFETY. 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 12. 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). 13. ASSUMED NORTH SCALE: 1 =10 (0-IEN:=,4 IICCYTIES 000.00 x ELEV 000.00 Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 00 0 Existing Contour Existing Elevation New Pavement Grade All Other Finish Grades C.O. Clean Out Flow Arrow 6" Subsurface Drain (000.00) HOLEY MOLEY SAYS of 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 IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. Swale (0 Existing Burried Electric Existing Burried Telephone Existing Burried Gas Line Existing Street Light Location DOCKET NO. TAC