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Home My WebLink About3Y l 121Nr-----g ---'� I 121N / E 141N � r 1 I ' t I # I � � I � MATCH LINE EXISTING DETENTION AREA REMOVE & INSTALL NEW SIDEWALK /' _ r` 7= 10, i EXISTING BUILDING 2 R 121N ► 79035 S.F.GROUND UM \ 0' 20' 40' , t SCALE: 1 "=20' / r , t , ' VCP - VI TRIFIED CLAY PIPE i RCP - REINFORCED CONCRETE PIPE i CMP - CORRUGATED METAL PIPE FENCEt INE AERIALLELECTRIC LINE BURIED GAS MAIN BURIED TELEPHONE CABLE BURIED ELECTRIC CABLE w BURIED WATER LINE TBM#1 = 748.47 in South Flange of Fire Hydrant N.32 °40'28 "E. 15.23' T y- , ,•�o, '117Fka ff I 5R � 12w MJ LADSCAP91C --'/ CJ` ' 1( 1MVCP LE -SEWER 121N I' -/ / 1kw.� 737.375 \\\ hv. - 737.267 \ 121N I / l 121N 121 j I l / 121N j C===3 i2trr ' + CONCRETE SIGH BASE / i i Cew '16�z; 7R ell kASF,y •-+ / .tai ' / / / O^^++ '` 1.z ' ` - %`- MANHOLE - SEWER / \ V, • \+ -_+1++ 1 - Jr-- (6' VCP) - 736.942 kw. (B' VCP) - 736.902 / �+7� 121N \ 1 +�� \ i Inv. (10' VCP) - 739.740 PARKING ANALYSIS TOTAL S.F. = 14,345 SFT REQUIRED RATIO = 1/300 , 48 STANDARD PARKING (9x20) HANDICAP PARKING PROVIDED ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 46 2 48 , f , , ,� a/ , Z L CjCN � BOO I Fir Q ' i t t , r / , , t , t .35' t � t ' t ot t t / , r , , / t 1 / 1 t / r t 0' 20' 40' , t SCALE: 1 "=20' / r , t , ' VCP - VI TRIFIED CLAY PIPE i RCP - REINFORCED CONCRETE PIPE i CMP - CORRUGATED METAL PIPE FENCEt INE AERIALLELECTRIC LINE BURIED GAS MAIN BURIED TELEPHONE CABLE BURIED ELECTRIC CABLE w BURIED WATER LINE TBM#1 = 748.47 in South Flange of Fire Hydrant N.32 °40'28 "E. 15.23' T y- , ,•�o, '117Fka ff I 5R � 12w MJ LADSCAP91C --'/ CJ` ' 1( 1MVCP LE -SEWER 121N I' -/ / 1kw.� 737.375 \\\ hv. - 737.267 \ 121N I / l 121N 121 j I l / 121N j C===3 i2trr ' + CONCRETE SIGH BASE / i i Cew '16�z; 7R ell kASF,y •-+ / .tai ' / / / O^^++ '` 1.z ' ` - %`- MANHOLE - SEWER / \ V, • \+ -_+1++ 1 - Jr-- (6' VCP) - 736.942 kw. (B' VCP) - 736.902 / �+7� 121N \ 1 +�� \ i Inv. (10' VCP) - 739.740 PARKING ANALYSIS TOTAL S.F. = 14,345 SFT REQUIRED RATIO = 1/300 TOTAL SPACES REQUIRED = 48 STANDARD PARKING (9x20) HANDICAP PARKING PROVIDED ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 46 2 48 LEGAL DESCRIPTION (Taken from Instrument # 95-35947 & Instrument # 88-27292) Part of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Clay Township, Hamilton County, Indiana, described as follows: Beginning on the east line of the South half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East 980.11 feet North 00 degrees 10 minutes 48 seconds West (assumed bearing) from the Southeast comer of said Southwest Quarter, thence North 90 degrees 00 minutes 00 seconds West parallel with the South line of said Southwest Quarter 454.28 feet to a point on a non -tangent curve having a radius of 50.00 feet, being on the Easterly line of a Roadway Easement dedicated and described in Deed Record 309, pages 627 and 628, in the Office of the Recorder of Hamilton County, Indiana, the radius point of which curve lies on the Westerly extension of the last described course and is common with the curve in said Roadway Easement traversing in a counter -clockwise direction; thence Northwesterly and Southwesterly on said curve in a counter -clockwise direction 147.19 feet, *to the point of curvature of a reverse curve to the right having a radius of 50.00 feet, the radius point of which bears North 78 degrees 40 minutes 16 seconds West 100.00 feet from the last described radius point; thence Southwesterly on said curve to the right 36.14 feet to the point of tangency of said curve; thence South 52 degrees 44 minutes 18 seconds West tangent with said curve 129.08 feet to a point on a non -tangent curve, the radius point of which is common with a curve in said easement having a radius of 225.00 feet and bears South 39 degrees 55 minutes 31 seconds West from said point; thence Northwesterly on said curve 90.81 feet; thence North 00 degrees 08 minutes 19 seconds West 401.56 feet to the North line of the South half of said Southwest Quarter; thence South 89 degrees 56 minutes 47 seconds East on said North line 754.00 feet to the East line of said Southwest Quarter; thence South 00 degrees 10 minutes 48 seconds East on said East line 345.44 feet to the place of beginning. EXCEPT that part conveyed to William Allen Bastian, 11 in a deed dated December 21, 1998 and recorded December 22, 1998 as Instrument #88-27292, more particularly described as follows: Part of the South Half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East in Clay Township, Hamilton County, Indiana, described as follows: Beginning on the East line of the South half of the Southwest Quarter of Section 8, Township 17 North, Range 4 East 980.11 feet North 00 degrees 10 minutes 48 seconds West (assumed bearing) from the Southeast corner of said Southwest Quarter, thence North 90 degrees 00 minutes 00 seconds West parallel with the South line of said Southwest Quarter 454.28 feet to a point on a non -tangent curve having a radius of 50.00 feet, being on the Easterly line of Bauer Court, dedicated and described in Miscellaneous Record 159, pages 33 to 35, in the Office of the Recorder of Hamilton County, Indiana, the radius point of said curve lies on the Westerly extension of the last described course and is common with the curve in said Street Dedication; thence Northwesterly on said curve in a counter -clockwise direction 63.63 feet; thence North 32 degrees 40 minutes 28 seconds East non -tangent to said curve 15.23 feet; thence North 01 degrees 50 minutes 20 seconds West 285.43 feet to the North line of the South half of said Southwest Quarter; thence South 89 degrees 56 minutes 47 seconds East on said North line 489.44 feet to the Northeast corner of the South Half of said Southwest Quarter, thence South 00 degrees 10 minutes 48 seconds East on the East line of said Southwest Quarter 345.44 feet to Point of Beginning. *Surveyor's Note: "to" has been added to the above description, which was the apparent result of scrivener's error (omission) in the record legal description. GENERAL SITE NOTES 1. ALL WORK SHALL CONFORM TO LOCAL AND STATE REGULATIONS. 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OR OUTSIDE FACE OF BRICK, BLOCK OR BUILDING FACIA UNLESS OTHERWISE INDICATED. 3. THE BUILDING AND PARKING FACILITIES ARE PARALLEL WITH OR PERPENDICULAR TO THE EXISTING BUILDING AND PARKING LOT LINES. 4. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS TO THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY. 5. CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY. 6. ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AFTER FINISH GRADING IS COMPLETED UNLESS OTHERWISE NOTED. ALL NEW SEEDED OR SODDED AREAS SHALL HAVE A TOPSOIL LAYER OF 4" MINIMUM. TOP OF TOPSOIL LAYER SHALL BE PLACED 1" BELOW TOPS OF CURBS, WALKS, OR PAVEMENT ELEVATIONS WHERE TOPSOIL ABUTS THOSE AREAS. 7. CONTRACTOR SHALL SUPPLY AND PLACE STRAW MULCH WHEREVER GRASS SEED HAS BEEN PLACED. 8. CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS WHERE NEW ASPHALT JOINS EXISTING ASPHALT. 9. CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER. 10. CONTRACTOR SHALL COMPLETELY FILL ALL TRENCHES WITHIN 5 FEET OF PAVEMENT EDGES WITH GRANULAR BACKFILL. 11. ALL PAINT STRIPING SHALL BE 4' TRAFFIC PAINT IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS AND SHALL BE WHITE.