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Home My WebLink AboutC101 Existing Site Conditions & Demolition PlanEXISTING TRENCH DRAIN FOR AUTOZONE EXISTING EXISTING PARKING BUMPERS CONCRETE ENTRANCE TO AUTOZONE PLANTING AREAS EXISTING BUILDING EXISTING ASPHALT I� 89 °46'03" E 250.00 INGRESS /EGRESS EASEMENT O GRAVEL WALK CYI Q C J –GREENSPACE o va EX. ELECTRIC SERVICE TO BE USED IF FEASIBLE 8' PRIVACY FENCE orolgaL.1 .-kiw.rumiwwu SA AT N AND REPLA STANDA SIDEWALK EST JOINT EW /CITY SIDEWALK Phase EX. GAS SER BE USED IF OF 6" PVC 01.00% CE TO ASIBLE u ,r.G' Ohl PROPOSED BUILDING F.F.E. 821.70 111 CLEANOUT INV. 817.00 EX. WATER SERVICE TO BE USED IF FEASIBLE 250.00 DUMP ENCLO LAND DESCRIPTION Property Description: (D.R. 317, p. Part of the Southwest Quarter of 4 East in Clay Township, Hamilton described as follows: O Autozone, Inc. (INST 97 -6308) N 89 °46'03" E `t -£i HA O J HA O CHAO Marathon Ashland Petroleum, Lie. (INST #98- 12757) PROPOSED SITE CONDITIONS 712) Section 31, Township 18 North, Range County, Indiana, more particularly Beginning at a point on the West line of the Southwest Quarter of Section 31, Township 18 North, Range 4 East which is 275.00 feet North 01 degree 04 minutes 45 seconds West (assumed bearing) from the Southwest corner thereof; thence North 01 degree 04 minutes 45 seconds West on and along the West line of said Southwest Quarter 210.00 feet; thence North 89 degrees 50 minutes 15 seconds East parallel with the South line of said Southwest Quarter 250.00 feet; thence South 01 degrees 04 minutes 45 seconds East parallel with the said West line 210.00 feet; thence South 89 degrees 50 minutes 15 seconds West parallel with said South line 250.00 feet to the place of beginning. Together with all of the Grantor's right, title and interest, in and to the non exclusive easement of Ingress and Egress reserved for the use of the Grantor in that certain Warranty Deed dated September 20, 1973 executed by Landmark Development Company to Woodland Shoppes, an Indiana partnership consisting of I.S. Lazerov and Frances E. Lazerov, which deed was recorded October 2, 1973 in Deed Record 269, pages 480 481 in the Office of the Recorder of Hamilton County, Indiana. Except: Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East, Hamilton County, Indiana, more particularly described as follows: A parcel of real estate thirty —five (35) feet in width by parallel lines, the centerline of which begins at a point on the West line of "Parcel 1", as described in deed to Woodland Shoppes hereinabove identified, distant 275 feet measured North 01 degree 04 minutes 45 seconds West from the Southwest corner thereof; thence South 89 degrees 50 minutes 15 seconds East 3.30 feet to a point; thence North 01 degrees 04 minutes 45 seconds West 17.50 feet along the West line of said Parcel 1 to the Point of Beginning; thence South 89 degrees 50 minutes 15 seconds West 250 feet to the centerline of Westfield Boulevard, the same being Beginning at a point. JHAO CHAO CHAO DUMPSTER ENCLOSURE NOTE SEE ARCHITECTURAL PLANS FOR DETAILS PERTAINING TO THE DUMPSTER ENCLOSURE. i BOUNDARY NOTE THESE PLANS WERE PREPARED FROM AN ALTA /ASCM LAND 11TLE SURVEY PREPARED BY HAHN SURVEYING GROUP, INC. (JOB #0308186, DATED AUGUST 13, 2003); THEREFORE, ROGER WARD ENGINEERING, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL EXISTING PROPERTY LINES, EASEMENTS, AND RIGHT—OF—WAY LOCATIONS ARE DIFFERENT FROM WHAT IS SHOWN. SEE RECORD SURVEYS FOR EXACT INFORMATION REGARDING PROPERTY BOUNDARY, EASEMENTS, AND RIGHT —OF —WAY. UTILITY SERVICES IT IS ASSUMED THAT EXISTING GAS, ELECTRIC, TELEPHONE, AND WATER SERVICES TO THE EXISTING BUILDING WILL BE ADEQUATE FOR THE PROPOSED BUILDING. FURHTER INVESTIGATION WILL BE REQUIRED TO DETERMINE IF NEW SERVICES WILL NEED TO BE INSTALLED. CONTRACTOR IS TO COORDINATE WITH THE ARCHITECT AND ENGINEER IN THIS MATTER. LIMITS OF CONSTRUCTION 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 TV (2) WORKING DAYS BEFORE COMMENCING WORK. NOT CONTACT CARMEL UTIUTIES DIRECTLY FOR All WATER AND SANITARY SEWER MAIN LOCATIONS. ELECTRIC TRANSFORMER ASSUMED NORTH SCALE: 1 20 20 0 20 40 DEVELOPMENT SUMMARY 60 TOTAL SITE AREA 1.00 ACRES TOTAL DISTURBED AREA 0.85 ACRES CURRENT ZONING B -8 EXISTING BUILDING 5,400 S.F. PROPOSED BUILDING (PH1)= 12,862 S.F. PROPOSED BUILDING (PH2)= 5,500 S.F. EX. PARKING FACILITIES 40 SPACES PR. PARKING FACILITIES 29 SPACES NORTH SETBACK 0' SIDE SOUTH SETBACK 0' SIDE EAST SETBACK 0' REAR WEST SETBACK 0' FRONT REQUIRED PARKING 62 SPACES (1 SPACE /300 S.F.) (VARIANCE TO 29 SPACES REQUESTED) OH G T BE WV DQ w G E 0 (10) LEGEND EXISTING POWER POLE EXISTING OVERHEAD UNES EXISTING BURIED GAS UNE EXISTING BURIED TELEPHONE UNE EXISTING BURIED ELECTRIC UNE EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WATER LINE EXISTING STORM SEWER EXISTING SANITARY SEWER MANHOLE PROPOSED STORM SEWER MANHOLE PROPOSED GAS SERVICE PROPOSED ELECTRIC SERVICE PROPOSED ASPHALT PAVEMENT INTEGRAL CURB WALK 6" STRAIGHT CURB LANDSCAPE AREA TO BE REMOVED TAPER CURB PARKING SPACES EXISTING SITE CONDITIONS AND DEMOLITION PLAN Gas Vectren P.O. 1700 Noblesville, Indiana 46060 (317) 776 -5535 Water Carmel Water Sewage Carmel Indiana 46202 (317)571 -2442 Cable Television Time Warner Cable 516 East Carmel Drive Carmel, Indiana 46032 (317)848 -4726 Telephone Ameritech 220 North Meridian Street Indianapolis, Indiana 46204 265 -4878 or 1- 800 382 -5544 Note -aHIS0 IHAO QHAO CHAO UTILITIES CARMEL Electric Public Service Indiana Cinergy Engineering Dept 1441 South Guilford Carmel, Indiana 46032 Tel: (317) 581 -3041, Fax: (317) 581 -3031 Sanitary Sewer Carmel Utilities 760 3rd Ave. Carmel, Indiana 46032 (317) 571 -2648 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 The nature, size 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. CHAO CHAO CI) tri SITE 8c UTILITY NOTES 2. STANDARD SPECIFICATIONS FOR THE LOCAL GOVERNING AGENCY SHALL APPLY FOR ALL SANITARY SEWERS, STORM SEWERS, AND WATER MAINS. 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. (REFER TO SPEC SHEET) 4. ALL WATER MAINS TO HAVE A 54" MINIMUM COVER OVER TOP OF PIPE. 7. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. ELECTRIC THE 1. 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 RESPONSIBIUTY 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. 5. WATER SERVICE UNE TO THE BUILDING SHALL HAVE A SHUT –OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. (APPUES TO COMMERCIAL ONLY) 6. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE TO BE EQUALLY PLACED BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS, AND PERPENDICULAR SIDEWALKS AT 5' INTERVALS OR LESS WITH A CONTRACTION JOINT EVERY 20' OR LESS. z o_ I— z O E Z <0 2 C- W o I— 0 ..I Z Q F.- W lw W 0 Z V 1— W o PE19800489 S STAKE OF S4ONAL C B DATE: .-LL -c) SHEET C OF 11 J OB CAX.003