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Home My WebLink About04090009-10.7========= r ne3 L L- - -�______- N 89 046'03" E , � c � 250.00 U DUMP TER 4. p ` ENCL RE —_� N K O EED o ,0 O TYP. A = O D (16) I OUND O I GN IL v O a O v °Q. •" " a'. � "N_8' PRIVACY FENCE C� EX. ELECTRIC O i p SERVICE TO BE USED IF FEASIBLE o PROPOSED BUILDING � - NPPACE � O j F.F.E. = 821.70 vN Ii r CLEANOUT F-� INV. = 817.00 j CLEANOUT 50' OF 6' INV. = 815.60 PVC 01.00% IX. WATER SERVICE TO BE O + o j Phase 2 Phase 1 USED IF FEASIBLE TTY ,., W 00 aF O z EX. GAS SER CE TO I BE USED IF IkASIBLE B C a A (18) Q 10 TYP. Ct c S 89046103"l W 250.00 I , I� I � S l i C_ ' __________-___------------------- —� j `z�--- 0 ----0 HA 0 -- HA 0 HA ----0 0 HA 0 ' PROPOSED SITE CONDITIONS LAND DESCRIPTION Property Description: (D.R. 317, p. 712) Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East in Clay Township, Hamilton County, Indiana, more particularly described as follows: 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. DUMPSTER ENCLOSURE NOTE SEE ARCHITECTURAL PLANS FOR DETAILS PERTAINING TO THE DUMPSTER ENCLOSURE. BOUNDARY NOTE THESE PLANS WERE PREPARED FROM AN ALTA /ASCM LAND TITLE 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. HOLEY MOLEY SAYS "DON'T DIG BLIND ELECTRIC T ASSUMED NORTH SCALE: 1 "= 20 ' 20 0 20 40 60 M —m-Iiiiiiii DEVELOPMENT SUMMARY 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 = 35 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 35 SPACES REQUESTED) LEGEND C EXISTING POWER POLE off EXISTING OVERHEAD LINES c EXISTING BURIED GAS LINE T EXISTING BURIED TELEPHONE LINE BE EXISTING BURIED ELECTRIC LINE D4 CO tib C3I *ITS THE LAW" EXISTING WATER LINE CALL 2 WORKING DAYS BEFORE YOU DIGr� EXISTING STORM SEWER 1-800-382-5544p;- EXISTING SANITARY SEWER & MANHOLE CALL TOLL FREE PROPOSED STORM SEWER & MANHOLE PER INDIANA STATE LAW IS- 69- 1991.E PROPOSED GAS SERVICE IT IS AGAINST THE LAW TO EXCAVA IE}-r1 PROPOSED ELECTRIC SERVICE WITHOUT N01INNG THE UNDERGROU VVP. -4 PROPOSED ASPHALT PAVEMENT LOCATION SERVICE TWO (2) WORKING �--+ INTEGRAL CURB & WALK DAYS BEFORE COMMENCING WORK. 6„ STRAIGHT CURB C� LANDSCAPE AREA Q TO BE REMOVED (10) PARKING SPACES 516 East Carmel Drive City Hall, 1 Civic Square Carmel, Indiana 46032 Carmel, Indiana 46032 (317)848 -4726 c� c C ELECTRIC T ASSUMED NORTH SCALE: 1 "= 20 ' 20 0 20 40 60 M —m-Iiiiiiii DEVELOPMENT SUMMARY 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 = 35 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 35 SPACES REQUESTED) LEGEND C EXISTING POWER POLE off EXISTING OVERHEAD LINES c EXISTING BURIED GAS LINE T EXISTING BURIED TELEPHONE LINE BE EXISTING BURIED ELECTRIC LINE D4 EXISTING WATER VALVE tib EXISTING FIRE HYDRANT Carmel Water & Sewage EXISTING WATER LINE —w — EXISTING STORM SEWER (317)571 -2442 EXISTING SANITARY SEWER & MANHOLE PROPOSED STORM SEWER & MANHOLE c PROPOSED GAS SERVICE E PROPOSED ELECTRIC SERVICE Q PROPOSED ASPHALT PAVEMENT Q INTEGRAL CURB & WALK Q 6„ STRAIGHT CURB Q LANDSCAPE AREA Q TO BE REMOVED (10) PARKING SPACES LAIJ 1 IIVV JI 1 L VVIVVI 1 IV11J UTILITIES — CARMEL Gas Electric Vectren Public Service Indiana - Cinergy 1630 North Meridian St. Engineering Dept. 1441 South Guilford Indianapolis, Indiana 46207 Carmel, Indiana 46032 (317) 592 -4500 Tel: (317) 581 -3041, Fax: (317) 581 -3031 Water Sanitary Sewer Carmel Water & Sewage Clay Township Regional Waste District Carmel , Indiana 46202 10755 North College Avenue (317)571 -2442 Carmel, Indiana 46032 (317) 844 -9200 Telephone Z Ameritech Storm Sewer 220 North Meridian Street City of Carmel Indianapolis, Indiana 46204 City Hall, 1 Civic Square 265 -4878 or 1- 800 - 382 -5544 Carmel, Indiana 46032 Z (317) 571 -2441 Cable Television Streets Time Warner Cable City of Carmel 516 East Carmel Drive City Hall, 1 Civic Square Carmel, Indiana 46032 Carmel, Indiana 46032 (317)848 -4726 (317) 571 -2441 Utility Hotline: within Indiana 1- 800 - 382 -5544 outside Indiana 1- 800 - 428 -5200 Note 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. 'TRIC T 1 SITE & UTILITY NOTES 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 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. 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 4. ALL WATER MAINS TO HAVE A 54" MINIMUM COVER OVER TOP OF PIPE; 5. WATER SERVICE LINE TO THE BUILDING SHALL HAVE A SHUT -OFF VALVE IN AN ACCESSIBLE LOCATION OUTSIDE OF THE BUILDING. (APPLIES TO COMMERCIAL ONLY) 6. STERILIZATION OF WATER MAIN SHALL BE IN ACCORDANCE WITH STATE BOARD OF HEALTH REQUIREMENTS. 7. 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. 8. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. �p Z �Q L J l' in in Z O cV U 0 W A4 a� v w a W> > 04 � Q � N 00 Q o � W 0. Z" z WW�� w J0�.vl F+y W N a cn z Z v 25 Z N _ 5 Q Z C) NJ . ' Z W W Z 0 Z W J_ U co Z F- -0 Z Z �0 U !�W — �R V 06 Z W F_ �_Fn C0 X W s 0� WCq mC)� W Z N W �- �t � G• WARD '• 1 � No. PE19800489 -o' STATE OF BY: DATE: SHEET C101 OF 11 JOB #: CAX.003 J W � CL O O Z Z W J J Q Z 2 (D Z �Q�w ZO�� U � ZQ O Z) � N V�� U G• WARD '• 1 � No. PE19800489 -o' STATE OF BY: DATE: SHEET C101 OF 11 JOB #: CAX.003