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Home My WebLink AboutC2.0 Site Planr M 41 s M. A GISTFR� at N4 PE910337 STATE OF s ti BO A NDiANP. ENG`� SS ONA1 >t►r�� Hiiu DATE: a o� r 5 H F--1 u Wr.) r:4 Z f..-4 W P4 W 0 C: U� PPI-4 i-T-) E-1 CA d' 0 e-� Cip r DWN BY: A C H CHKD. BY: J M P SCALE: 1 20' ,DATE: 01 -27 -2003 PROJECT NUMBER L 02-123 DESIGN PHASE CONSTRUCTION PLAN NUMBER 2.0 SHEET OF POSTS 8' ON CENTER TYP. ti ut h Nr It' rntt t t {i�r; r :•ffJ. 'JJ'� r t J c 11{l ,;f f l' It tt{l 11{, tt(t, -r' {tl{J,t 11 J J f Jt! 1 rr rr j• 1 r: D r SET POSTS IN MIN. 36" DEPTH CONCRETE FOUNDATION PLAYGROUND FENCE DETAIL LAND DESCRIPTION NOT TO SCALE 4 "x4" POST WITH CHAMFERED TOP 2 "x6" TOP AND BOTTOM RAILS 1"x6" DOG EARED SOLID CEDAR BOARD FENCE FINISHED GRADE Part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: BEGINNING at a point on the East Line of the Northwest Quarter of Section 7, Township 17 North, Range 3 East, said point of beginning being South 00 degrees 25 minutes 52 seconds East (assumed bearing) 446.86 feet from the Northeast Corner of said Northwest Quarter; thence South 00 degrees 25 minutes 52 seconds East 418.37 feet along the East Line of said Northwest Quarter to the northeastern corner of the 0.047 acre portion of Block G of West Carmel Center as per plat thereof recorded as [insert recording information] by the Recorder of Hamilton County, Indiana, said point being on a non tangent curve concave to the southeast and being North 25 degrees 09 minutes 19 seconds West 257.38 feet from the radius point of said curve, the following three courses are along the northern boundary of said 0.047 acre portion of Block G of West Carmel Center; 1) thence southwesterly 73.98 feet along said curve to a point of reverse curvature, said point of reverse curvature being North 41 degrees 37 minutes 29 seconds West 257.38 feet from the radius point of said curve and being South 41 degrees 37 minutes 29 seconds East 36.00 feet from the radius point of the reverse curve; 2) thence southwesterly and westerly 19.74 feet along said curve to a point of reverse curvature, said point of reverse curvature being South 10 degrees 12 minutes 25 seconds East 36.00 feet from the radius point of said curve and being North 10 degrees 12 minutes 25 seconds West 50.00 feet from the radius point of said reverse curve; thence westerly, southwesterly and southerly 52.05 feet along said curve to a point on the right -of -way line of Commerce Drive (the South 81 degrees 03 minutes 10 seconds East 35.39 foot -long course: see the SPECIAL WARRANTY DEED recorded as instrument #9809836325 by said Recorder); thence North 81 degrees 03 minutes 10 seconds West 24.31 feet along said right -of -way line of Commerce Drive; thence North 36 degrees 06 minutes 43 seconds West 319.06 feet along the northeastern right -of -way line of Commerce Drive; thence North 53 degrees 53 minutes 15 seconds East 403.63 feet to the POINT OF BEGINNING, containing 2.173 acres, more or Tess. PROPOSED PIPELINE EASEMENT Part of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Hamilton County, Indiana being bounded as follows: BEGINNING at a point on the East Line of the Northwest Quarter of Section 7, Township 17 North, Range 3 East, said point of beginning being South 00 degrees 25 minutes 52 seconds East (assumed bearing) 630.26 feet from the Northeast Corner of said Northwest Quarter; thence South 00 degrees 25 minutes 52 seconds East 300.30 feet along the East Line of said Northwest Quarter; thence South 43 degrees 50 minutes 17 seconds West 161.56 feet to a point on a northern boundary of Commerce Drive (the South 81 degrees 03 minutes 10 seconds East 35.39 foot -long- course; see the SPECIAL WARRANTY DEED recorded as instrument #9809836325 in the office of the Recorder of Hamilton County, Indiana); thence North 81 degrees 03 minutes 10 seconds West 29.39 feet along said northern boundary of Commerce Drive; thence North 36 degrees 06 minutes 43 seconds West 133.94 feet along a northeastern boundary of Commerce Drive; thence North 46 degrees 56 minutes 26 seconds East 298.86 feet to the POINT OF BEGINNING, containing 0.827 acres, more or Tess. 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 PROPERTY BOUNDARY LINE. 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 YELLOW, EXCEPT FOR HANDICAP PAINT STRIPING TO BE 4" BLUE PER ADA STANDARDS. !Ato,i TYPICAL FRONT SCREEN FENCE DETAIL kDJDINER: F COMMISSIONER`, CO., INDIANA SP ARRANTY DEED T. #9809836325 NOT TO SCALE INC- X09931338 DECORATIVE CAP BRICK TO MATCH BUILDING SOLID CEDAR BOARD FENCE `o N AN∎ 'i ■E ANNE ■I. :i■■■■■■i VENN N ■E %N ■N► \E■■■ ■■■■r rielENNN\ \SIN ■■■■■■D,. `E ■■■E.■■EN■■■►I--: 11►I�■ P■ `WINE:Q! ■I VEN■1 EENI R20' .4:N CONNECT TO EXISTING'?` 7 LT PATH. PROVIDE OOTH TRANSITION. i N 81'03'09" W 17.23' (M) ADJDINER: BOARD OF COMMISSIONERS OF HAMILTON CO., INDIANA SPECIAL WARRANTY DEED (asphalt) INST. #9809836325 concrete mound JAY NORTH IN FEET 1 inch 20 ft. EXISTING LEGEND: DESCRIPTION: DESCRIPTION: FIRE HYDRANT Y BEEHIVE INLET CURB INLET DRAINAGE MANHOLE WOODS LINE FENCE GAS LINE �,Pc UNDERGROUND ELECTRIC c b� UNDERGROUND CABLE UNDERGROUND TELEPHONE PROPOSED LEGEND: DESCRIPTION: U HANDICAP ACCESSIBLE PARKING SPACE. Qom; HEAVY DUTY ASPHALT PAVEMENT; SEE DETAIL 02/C7.0. Q LIGHT DUTY ASPHALT PAVEMENT; SEE DETAIL 01/C7.0. W RIGHT -OF -WAY ASPHALT PAVEMENT; SEE DETAIL 03/C7.0. 6" STRAIGHT CONCRETE CURB; SEE DETAIL 06 /C7.0 6" COMBINED CONCRETE CURB AND WALK. SEE DETAIL 07/C7.0. QH 4" THICK CONCRETE WALK; SEE DETAIL 08/C7.0. Q HANDICAP RAMP; SEE DETAIL 11/C7.0. JO HANDICAP PARKING POLE SIGNS; SEE DETAIL 06/C7.1. Q HANDICAP SYMBOL. SEE DETAIL 09/C7.0. Q DIAGONAL THERMOPLASTIC MARKING TAPE. Q DOUBLE SWING FENCE GATE. BRICK COLUMN SCREEN FENCE; SEE DETAIL 01/C2.0. 4' HIGH WOOD FENCE; SEE DETAIL 02/C2.0. PLAYGROUND TRASH ENCLOSURE; SEE DETAIL 12/C7.0. LANDSCAPE AREAS 10' WIDE ASPHALT PATH. 6' TALL SHADOW BOX WOOD FENCE. PARKING ANALYSIS: 15 Employees x 1 Space Per Employee 130 Students x 1 Space Per 6 Students 22 STANDARD PARKING (9'x20') HANDICAP PARKING PROVIDED INCLUDES 1 VAN ACCESSIeLE TOTAL PROPOSED PARKING 29 CAUTI O N THE LOCATIONS OF ALL EXISTING UNDERGROUND UTUTIES SHOWN ON THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTIUES FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE UNDERGROUND UTIU11ES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY AND ALL CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE UTILITY STATEMENT: The underground utilities shown have been located from field survey information and existing drawings. The surveyor makes no guarantees that the underground utilities comprise all such utilities in the area, either in- service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location indicated although the surveyor does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities.