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HomeMy WebLinkAboutC2.0 Site Plan 3-31-03o P� ,��o SET POSTS IN MIN. 36" DEPTH i -yvv CONCRETE FOUNDATION li Al (It c) 1 i0 I \li}Ilt\ rv }11 r; ,,I i 1 t j I 1 J �I r 1 l 9) )1wf 0 11\ 1 1111) '0( t ///ig ,,m 1, \\1 i �4�1; `f �ill,,; r\11 1� 6,v s,) r� SET POSTS IN S MIN. 42 DEPTH CONCRETE FOUNDATION EXISTING LEGEND: DESCRIPTION: [GNS, SUITE E PHONE 46241 FAX: x EXISTING ASPHALT FIRE HYDRANT [GO] IN STI 3US, C EXISTING CONCRETE BEEHIVE INLET TEMPORARY BENCH MARK L CURB INLET y REBAR FOUND REBAR SET -,la 2k PK NAIL SET WOODS LINE 00 111 111,� I �,S M.p'% `"'•.G,C 0 i ii N v PE910337 STATE OF Ii i 1 0 *)1ANP. �<c,/ q: e■/0 SS 'ONALT' ts ■s s Ii "1I11 11tt t- POWER POLE DATE: FENCE TELEPHONE CROSS BOX GAS LINE D SCI ERCE I INDIA Pl e UNDERGROUND ELECTRIC C, GAS STAND PIPE cbl UNDERGROUND CABLE GUARD POST UNDERGROUND TELEPHONE DWN BY: A C H CHKD. BY: J M P SCALE: 1 2 O DATE: 0 3 3 1 2003 PROJECT NUMBER 02 -123 DESIGN PHASE CONSTRUCTION PLAN NUMBER C2.0 SHEET OF V o P� ,��o SET POSTS IN MIN. 36" DEPTH i -yvv CONCRETE FOUNDATION li Al (It c) 1 i0 I \li}Ilt\ rv }11 r; ,,I i 1 t j I 1 J �I r 1 l 9) )1wf 0 11\ 1 1111) '0( t ///ig ,,m 1, \\1 i �4�1; `f �ill,,; r\11 1� 6,v s,) r� SET POSTS IN S MIN. 42 DEPTH CONCRETE FOUNDATION EXISTING LEGEND: DESCRIPTION: DESCRIPTION: x EXISTING ASPHALT FIRE HYDRANT (F I, EXISTING CONCRETE BEEHIVE INLET TEMPORARY BENCH MARK L CURB INLET y REBAR FOUND REBAR SET DRAINAGE MANHOLE 2k PK NAIL SET WOODS LINE POWER POLE x FENCE TELEPHONE CROSS BOX GAS LINE T TELEVISION PEDESTAL e UNDERGROUND ELECTRIC C, GAS STAND PIPE cbl UNDERGROUND CABLE GUARD POST UNDERGROUND TELEPHONE o P� ,��o SET POSTS IN MIN. 36" DEPTH i -yvv CONCRETE FOUNDATION li Al (It c) 1 i0 I \li}Ilt\ rv }11 r; ,,I i 1 t j I 1 J �I r 1 l 9) )1wf 0 11\ 1 1111) '0( t ///ig ,,m 1, \\1 i �4�1; `f �ill,,; r\11 1� 6,v s,) r� SET POSTS IN S MIN. 42 DEPTH CONCRETE FOUNDATION �A F (F I, 'iu L L i i h 2k Olik I r r l 1 1 1 1 1'' i it ,v, o (It c) 1 i0 I \li}Ilt\ rv }11 r; ,,I i 1 t j I 1 J �I r 1 l 9) )1wf 0 11\ 1 1111) '0( t ///ig ,,m 1, \\1 i �4�1; `f �ill,,; r\11 1� 6,v s,) r� SET POSTS IN S MIN. 42 DEPTH CONCRETE FOUNDATION 4 4 4 4 4 D a 4. gx i .I ■1. '1i6.-../1111111111111111111A1. ,w> I■.■ ■!7■► 11■■ itammumaNimmaar womo.■■■■■■■r lbs■■i■■■■■■■r l■[e7■■■■■/ 'IF1I■ ■■[©7�I� ■\.rliI 1M■ L. LAND DESCRIPTION POSTS 8' ON CENTER TYP. ou PLAYGROUND FENCE DETAIL NOT TO SCALE PROPOSED PIPELINE EASEMENT GENERAL SITE NOTES 4 "x4" POST WITH CHAMFERED TOP 2 "x6" TOP AND BOTTOM RAILS 1"x6" DOG EARED SOLID CEDAR BOARD FENCE 1. ALL WORK SHALL CONFORM TO LOCAL AND STATE REGULATIONS. 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT, FACE OF CURBS, OR SIDE FACE OF BRICK, BLOCK OR BUILDING FACIA UNLESS OTHERWISE INDICATED. FINISHED GRADE 10" DIA. CONCRETE FOUNDATION 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 feet from the curvature being North 41 degrees 37 minutes 29 seconds West 257.38 radius point of said curve and being South 41 degrees 37 minutes seconds East 36.00 feet from the radius point of the reverse curve; 2) thence id southwesterly and westerly 19.74 feet along said curve to a point of reverse said point of reverse curvature being South 10 degrees 12 minutes 25 slconds East 36.00 feet from the radius point of said curve and being North 10 degrees 12 ninutes 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 ED recorded as instrument #9809836325 by said Recorder); thence North 81 line of rees 03 minutes 10 seconds West 24.31 feet along said right -of -way 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 rees 53 minutes 15 seconds East 403.63 feet to the POINT OF containing 2.173 acres, more or less. 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 Comer of d 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 Ong- course; see the SPECIAL WARRANTY DEED recorded as instrument in the office of the Recorder of Hamilton County, Indiana); thence North 81 rees 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 less. 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. 10" 4' PLAYGROUND FENCE DETAIL NOT TO SCALE ADJOINER: COMMISSIONER CO., INDIANA SP RRANTY DEED \809836325 POSTS 8' ON CENTER TYP. 4 "x4" POST WITH CHAMFERED TOP 2 "x6" TOP AND BOTTOM RAILS 1 "x6" DOG EARED SOLID CEDAR BOARD FENCE FINISHED GRADE 10" DIA. CONCRETE FOUNDATION 7 (woods) e N i r c. -17 2' LANDSCAPING MOUND (woods) 7r -7 _1(7.p, CONNECT TO EXISTING HALT PATH. PROVIDE A\ MOOTH TRANSITION. PIPELINE EASEMENT (TYP.) U (grass) r Se- a (\o i 2'± LANDSCAPING MOUND i V Aler ii �vsil. 2 .d /.GI. r ii. iir iii E ...a.► I 1 (woods) I 1 -NOTE: VARIABLE WIDTH CAP IN DEEDS BOAPP OF COMMISSIONERS OF HAMILTON CO,, INDIANA SPECIAL WARRANTY DEED INST. #9809836525 PIFI'ELINE EASEMENT I (TYP.) V ..--tr'-- 7 ,7 V 7 z CO 0 (N) LiT Lj ITT JAY AS NORTH 10 20 1 inch 20 ft. PROPOSED LEGEND: DESCRIPTION: HANDICAP ACCESSIBLE PARKING SPACE. HEAVY DUTY ASPHALT PAVEMENT; SEE DETAIL 02/C7.0. LIGHT DUTY ASPHALT PAVEMENT; SEE DETAIL 01 /C7.0. RIGHT-OF-WAY ASPHALT PAVEMENT; SEE DETAIL 03/C7.0. CONCRETE PAVEMENT; SEE DETAIL 04/C7.0. 6" COMBINED CONCRETE CURB AND GUTTER; SEE DETAIL 05/C7.0 0 6" STRAIGHT CONCRETE CURB; SEE DETAIL 06/C7.0 6" COMBINED CONCRETE CURB AND WALK. SEE DETAIL 07/C7.0. 4" THICK CONCRETE WALK; SEE DETAIL 08/C7.0. HANDICAP RAMP; SEE DETAIL 1 1 /C7.0. HANDICAP PARKING POLE SIGNS; SEE DETAIL 06/C7.1. HANDICAP SYMBOL. SEE DETAIL 09/C7.0. DIAGONAL PAINT MARKING. DOUBLE SWING FENCE GATE. 10' WIDE ASPHALT PATH. 6' HIGH WOOD FENCE; SEE DETAIL 02/C2.0. PLAYGROUND EQUIPMENT TRASH ENCLOSURE; SEE DETAIL 12/C7.0. LANDSCAPE AREAS 4' HIGH WOOD FENCE; SEE DETAIL 01 /C2.0. PAINTED CROSS WALK. SINGLE SWING FENCE GATE PARKING ANALYSIS: 15 Employees x 1 Space Per Employee 120 Students x 1 Space Per 6 Students 20 TOTAL SPACES REQUIRED 15 35 STANDARD PARKING (9'x20') HANDICAP PARKING PROVIDED 33 2 TOTAL PROPOSED PARKING 35 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. CAUTION 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 UTIUTIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF ANY AND AU. CONSTRUCTION. 1-800-382-5544 CALL TOLL FREE 0 8 CI CI 0 CI