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Home My WebLink About04090018-22V St Vincent Med Ofc, Development Plan pg. CTOPSOIL 12 3/4 "I 9 3/ COMPACTED BACKFILL POND #1 37,816 sq.ft. N.P.= 897.61 100 YR. ELEV. 900.2 BOTTOM ELEVATION 889.61 39,400 sq.ft. F.F. ELEV.= 903.7 PAD ELEV.= 903.0 2 "R. r.?IN. SUB S'JRI ACE. DR MN 0000 000 CO CO 6" SLOPE 1/4" PER FOOT 4 b d 0 pp 00000 d, 2 "R. 1 /4 /FT. MIN. 4 a 46 WAS O A''i'EL ,5 o� SH APED BOTTOW 000000 000 00 0 00000(DOD 0 0 0 0 cP Oo 24" 18" NOT- TO-SCALE 10' -o" d REVERSE GUTTER CHAIRBACK CURB d ,,.•mow �1�..�� 4 a ORS 0 0 0 0 0 cO OFFICE OF THE HAMILTON COUNTY SURVEYOR EXISTING GRADE r- -r III I II 1 1 11 iT I I� I I' T r 1- I r rI i I r1 I I I 1 1 I 1 I I I r' I PROP03ED GRADE I 14=- UNDERCUT SWA HY .I I I I 11 I I I-1 I I I I I_I TO ALLOW FOR FLE UTURE 0.2 S ILTING I I I I l i l i 1 I 1 I I I I I I I I I II III III EXISTING GRADE UNDERDRAINS REQUIRED IN SWALES WITH LESS THAN 17. SLOPE II 'I E I I I PROP03ED GRADE I I I I I 1 I II I I 11 I I I 1010-1 E-T- I I UNDERCUT SWALE BY 0.2' I I I 1 I OD QO I TO ALLOW FOR FUTURE G 1 I GR III III °o°O° III I II,,II,,,II I( III TYPICAL SWALE DETAIL PERFORATED SUBSURFACE DRAIN (SSD) PIPE WITH MINIMUM O.6% GRADIENT. SEE DEVELOPMENT PLAN FOR SIZES 16" MINIMUM) AND INVERT ELEVATIONS. UNDERDRAINS WITHIN INVERTED STREETS COMPACTE #53 STONE COMPACTED SUBGRA /A!! SLOPE ASPHALT PATH TO ROAD OR TOWARD TOP OF BANK OF DITCH ASPHALT PATH TYPICAL ASPHALT 220# SYD. BITUM SURFACE NNOg11. LV ON PEDESTRIAN PATH CROSS SECTION 5" COMPACTED AGGREGATE BASE, SIZE NO. 53 S.W. COR., S.W. 1/4 SEC. 6, T17N, R3E 0 ZONING: B -2 S89'49'00 "E S89'49'00 "E 1. D= 1'39'18" R=17187..91 L =496.48" T =248 26' 1,085.12' o. 0 J O ZONING: B -2 ZONING: R -2 ZONING: R -4 p 25 50 NOT -TO -SCALE 4, GRAPHIC SCALE 100 200 IN FEET 1 inch 50 ft. MACHINE EXTRUDED CONCRETE CURB EQUAL TO PERMA -CURB AS MANUFACTURED BY PERMACURBS INTERNATIONAL. PROVIDE CONTROL JOINTS 10' -0" ON CENTER. CURBS TO BE BONDED TO PAVEMENT WITH EPDXY RESIN PER MANUFACTURES RECOMMENDATIONS. CURE AND SEAL TO ATTAIN MAXIMUM MOISTURE RETENTION. APPLY EPDXY UNDER CONCRETE CURB ASPHALT SURFACE COURSE ASPHALT BINDER COURSE CRUSHED STONE BASE COMPACTED SUBGRADE EXTRUDED CONCRETE CURB DETAIL (ON SITE) 1" H.A.C. SURFACE 2" H.A.C. BINDER 2" COMPACTED AGGREGATE #53 4" COMPACTED AGGREGATE #2 COMPACTED SUBGRADE REGULAR DUTY TYPICAL PAVEMENT COMPOSITIONS (ON SITE) NOT -TO -SCALE A part of described Commencing at the Southwest corner of said Quarter Section; thence South 89 degrees 49 minutes 00 seconds East along the South line thereof 1085.12 feet to the point of intersection of the centerline of U.S. Highway #421 and 106th Street; thence North 19 degrees 54 minutes 03 seconds West along said centerline of U.S. Highway #421 549.30 feet to the point of curvature of a curve concave northeasterly, the radius point of said curve being North 70 degrees 05 minutes 57 seconds East 17,187.91 feet from said point; thence northwesterly along said curve and aforesaid centerline 496.48 feet to a point on said curve, the radius point of said curve being North 71 degrees 45 minutes 15 seconds East 17,187.91 feet from said point; thence North 70 degrees 38 minutes 47 seconds East 66.43 feet to a point on the eastern right -of -way of U.S. Highway 421, said point also being the POINT OF BEGINNING of this description; Beginning at a point on a curve concave westerly, the radius point of said curve being South 71 degrees 50 minutes 58 seconds West 102,046.30 feet from said point; thence northerly along said curve 265.64 feet to the point of tangency of said curve, said point being North 71 degrees 42 minutes 01 seconds East 102,046.30 feet from the radius point of said curve; thence North 12 degrees 16 minutes 05 seconds West 131.15 feet; thence North 18 degrees 44 minutes 42 seconds West 38.66 feet; thence continuing North 18 degrees 44 minutes 42 seconds West along said line, a distance of 29.45 feet; thence North 10 degrees 44 minutes 18 seconds West 196.87 feet; thence North 17 degrees 39 minutes 00 seconds West 195.78 feet; thence North 03 degrees 10 minutes 56 seconds East 51.70 feet; thence North 15 degrees 06 minutes 26 seconds West 23.46 feet; thence South 89 degrees 49 minutes 00 seconds East 361.34 feet; thence South 16 degrees 50 minutes 16 seconds East 370.45 feet; thence continuing South 16 degrees 50 minutes 16 seconds East along said line, a distance of 434.82 feet; thence South 70 degrees 38 minutes 47 seconds West 384.19 feet to the place of beginning. Containing 7.498 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. Excepting thereof: Commencing at the Southwest corner of said Quarter Section; thence South 89 degrees 49 minutes 00 seconds East along the South line thereof 1085.12 feet to the point of intersection of the centerline of U.S. Highway #421 and 106th Street; thence North 19 degrees 54 minutes 03 seconds West along said centerline of U.S. Highway #421 549.30 feet to the point of curvature of a curve concave northeasterly, the radius point of said curve being North 70 degrees 05 minutes 57 seconds East 17,187.91 feet from said point; thence northwesterly along said curve and aforesaid centerline 496.48 feet to a point on said curve, the radius point of said curve being North 71 degrees 45 minutes 15 seconds East 17,187.91 feet from said point; thence North 70 degrees 38 minutes 47 seconds East 66.43 feet to a point on the eastern right -of -way of U.S. Highway 421, to a point on a curve concave westerly, the radius point of said curve being South 71 degrees 50 minutes 58 seconds West 102,046.30 feet from said point; thence northerly along said curve 265.64 feet to the point of tangency of said curve, said point being North 71 degrees 42 minutes 01 seconds East 102,046.30 feet from the radius point of said curve; thence North 12 degrees 16 minutes 05 seconds West 131.15 feet; thence North 18 degrees 44 minutes 42 seconds West 38.66 feet; said point also being the POINT OF BEGINNING of this description; thence North 18 degrees 44 minutes 42 seconds West 29.45 feet; thence North 10 degrees 44 minutes 18 seconds West 196.87 feet; thence North 17 degrees 39 minutes 00 seconds West 195.78 feet; thence North 03 degrees 10 minutes 56 seconds East 51.70 feet; thence North 15 degrees 06 minutes 26 seconds West 23.46 feet; thence South 89 degrees 49 minutes 00 seconds East 361.34 feet; thence South 16 degrees 50 minutes 16 seconds East 370.45 feet; thence South 70 degrees 38 minutes 47 seconds West 381.45 feet to the place of beginning. Containing 3.646 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. The remaining acreage totaling 3.852 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. 5: \49335 \legal \Plat -Final September 9, 2004 AAA(R), CTR(F) 2' CURB 9' TYPICAL INTERIOR PARKING STALL 1 0' TYPICAL BUILDING PERIMETER PARKING STALL 4. 4. a e n the Southwest Quarter of Section 6, Township 17, Range 3, in Hamilton County, as follows: 18' 20 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 5" COMPACTED AGGREGATE #53 4" COMPACTED AGGREGATE #2 1 COMPACTED SUBGRADE NOT- TO -SCALE 2' CURB HEAVY DUTY TYPICAL PAVEMENT COMPOSITIONS (FRONTAGE ROAD) 9' TYPICAL PERIMETER PARKING STALL LEGEND 2" CHAIRBACK CURB 6' SIDEWALK 5' SIDEWALK TYPICAL PAVEMENT SECTION CONCRETE PAVEMENT SECTION CONCRETE MEDIAN SIDEWALK RAMP 9'x18 PARKING SPACE 9'x20' PARKING SPACE LEGAL DESCRIPTION 20' FULL DEPTH ASPHALT PARKING REQUIRED MEDICAL: PARKING PROVIDED REGULAR: HANDICAP: TOTAL SITE DATA SITE 3.073 Ac.± OPEN SPACE 1.043 Ac.± LOT COVERAGE 2.03 Ac.± (66.06 ON SITE (20') 1 SPACE PER 300 sq.ft. NOTE: NO PORTION OF THIS SITE LIES WITHIN THE FLOODPLAIN. PER FIRM NUMBER 18057CO205F, DATED FEBRUARY 19, 2003 "HOLEY MOLEY" SAYS: 1- 800 -382 -5544 CALL TOLL FREE 1- 800 -428 -5200 FOR CALLS OUTSIDE OF INDIANA Indiana, being more particularly PARKING DATA CAUTION 133 SPACES 167 SPACES 5 SPACES 172 SPACES LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE. (including, but not limited to, manholes, inlets, valves, marks mode upon the ground by others.) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISITING UNDERGROUND UTILIITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. m CE o CC) Z J CL F- I Q 0 CD 0 N LL 0 a1 Z D J F- CO Z Ww 0 Z la_ 5b- 0 H J (n Q U D W SHEET NO. I- 0 C 1 0 1 OF SHEETS JOB NO. 49335