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Home My WebLink AboutC101 Development Planx!34 7,24 I I CEi i i I I 941 I I SII INV. W = 837.78 (EX. 18" RCP) INV. N = 837.78 (EX. 18" RCP TO BE REMOVED, PLUG & SEAL) INV. NE = 837.78 (PROP. 18" , RCP) E was 11 1 854.1 c' PLUG & SEAL) ASSUMED NORTH SCALE: 1 "= 20 ' TOPOGRAPHIC, AND UTILITY DATA SHOWN HEREON WAS TAKEN FROM A TOPOGRAPHICAL SURVEY PREPARED BY ACCU -LINE SURVEYING & MAPPING (DATED AUGUST 8, 2001); THEREFORE, ROGER WARD ENGINEERING, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL PROPERTY LINES, EASEMENTS, TOPOGRAPHY, AND RIGHT -OF -WAY LOCATIONS ARE DIFFERENT FROM WHAT IS SHOWN, LAND DESCRIPTION Beginning at the Northwest corner of said Half Quarter - Quarter Section, thence on on assumed bearing of South 00 degrees 16 minutes 59 seconds East along the West line of said Half- Quarter - Quarter Section thereof a distance of 610.05 feet to the Northwest corner, thence North 89 degrees 01 minutes 11 seconds East, parallel to the North line of said Half- Quarter - Quarter Section a distance of 674.73 feet to the Northeast corner, thence South 00 degrees 10 minutes 47 seconds East along the East line of the said Holf- Quarter - Quarter Section a distance of 726.63 feet to the Southeast corner of said Half- Quarter - Quarter Section thereof; thence South 89 degrees 01 minutes 11 seconds West along the West line of said Half - Quarter - Quarter Section a distance of 673.43 feet to the Southwest corner of said Half- Quarter - Quarter Section thereof, thence North 00 degrees 16 minutes 59 seconds West along the West line of said Half- Quarter - Quarter Section thereof a distance of 727.58 feet to the Northwest corner, thence North 00 degrees 16 minutes 59 seconds West along the West line of said Half- Quarter - Quarter Section a distance of 610.05 feet to the point of beginning, containing 11.25 acres more or less. T CH c E/T 000.00 TC a00.o0 GUT oao.00 M.E. No F.F. 000.00 r -n 1 1 L -J SF - LEGEND PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATER LINE EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING OVERHEAD UTILITIES CONCRETE PAVEMENT /SIDEWALK PROPOSED WATER LINE PROPOSED GAS LINE PROPOSED ELECTRIC/TELEPHONE LINES EXISTING CONTOUR PROPOSED STORM INLET PROPOSED CONTOUR TOP OF CURB GRADE GUTTER OF CURB GRADE ALL OTHER FINISH GRADES MATCH EXISTING GRADE FLOW ARROW DENOTES ELEVATION OF FINISHED FLOOR INLET PROTECTION SILT FENCE UTILITIES - CARMEL Gas Indiana Gas Company 15900 Allisonville Road Noblesville, Indiana 46060 (317)773 -0430 Water Carmel Water & Sewage Carmel , Indiana 46202 (317)571 -2442 Telephone Ameritech 220 North Meridian Street Indianapolis, Indiana 46204 265 -4878 or 1- 800 -382 -5544 Cable Television Time Warner Cable 516 East Carmel Drive Carmel, Indiana 46032 (317)848 -4726 Electric Public Service Indiana - Cinergy Engineering Dept. 1441 South Guilford Carmel, Indiana 46032 Tel: (317) 581 -3041, Fax: (317) 581 -3031 Sanitary Sewer Clay Township Regional Waste District 10755 North College Avenue Carmel, Indiana 46032 (317) 844 -9200 Storm Sewer City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Streets City of Carmel City Hall, 1 Civic Square Carmel, Indiana 46032 (317) 571 -2441 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1- 800 - 428 -5200 Note The nature, sire and location of utilities are per plans and locations provided by the respective utility companies. The above list constitutes some, if not all, of the utility companies which may provide service in the area of, and adjacent to, the subject project, based upon the information available through such plans and locations, and any incidental visual inspection. All utility companies should be notified prior to any excavation for field location of services and verification of size and nature of services. HOLEY MOLEY SAYS "DON'T DICE BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW 3 -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. DEVELOPMENT NOTES 1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 3. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL SANITARY AND STORM SEWERS. 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. S. THE S17E 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. 6. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 9. CONTRACTOR SHALL MINIM17E DAMAGE TO EXISTING TREES. 10, REMOVE AND BACKFILL ALL AREAS WHERE ANY FIELD TILE CROSSES PROPOSED BUILDING 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. 11. ALL FILL AREAS UNDER BUILDING PADS, PAVEMENT, OR SUBGRADE SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY (ASTM D- 1557). ALL OTHER FILL AREAS SHALL BE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY (ASTM D -1557 12. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 13. ALL WATER MAINS TO BE A 54" MINIMUM COVER OVER TOP OF PIPE. 14, STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. 15. ALL SUB- SURFACE DRAINS WITHIN SWALES OR AT ROAD CROSSINGS SHALL BE DOUBLE WALL SSO. 16. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 17. ALL RADII ARE DIMENSIONED FROM THE BACK OF CURB UNLESS OTHERWISE SPECIFIED. r� i= a �►ii� 66 z O_ LLl .�» C4 "14 ``�,•4QoG�c�sr�R No, - PE19800489 - �-o STATE OF /fill I'IElt11l�� BY: DATE: JOB #: MAS.006 LLJ ® LL.5 s � :z :z :z LLJ J M �..® LAJ C..) C) W �:2 0. V7C)eW3: LLJ :z ``�,•4QoG�c�sr�R No, - PE19800489 - �-o STATE OF /fill I'IElt11l�� BY: DATE: JOB #: MAS.006