Loading...
HomeMy WebLinkAbout04120019.4, - , - FU TURF ' DE VF1 OPMEN T \ \ CP \\ \t nV \ \ ,V, r 5 R F \ \ \\ TRASH ENCLOSURE x (REFER TO ARCHITECTURAL \ � PLANS FOR DETAILS) 135W _ _ -` X \ F \ F \ f`v v� . U -- - - - -- I --- �� _ -; I `�� ,��< 4 SP CES i/ • SPACES v; a 0 n 0 W J a U N 0 n --------- ---- -- I ! .I �I I. it ii r I I PARK NORTHWESTERN --/ REGULATED DRAIN EASEMENT 15' FROM PIPE CENTERLINE mllsr _. DATE: o, 0 I 4� TOTAL S. F. = 9,10 REQUIRED RATIO = 1 SPACE / 300 S.F. e CONCRETE AO COMBINED CURB & GUTTER TYPE II STANDARD PARKING ( 10 , W /DE ) COMBINED CURB &GUTTER TYPE III i s Sr 7 COMBINED CURB & WALK BLOCK C 0 ADA ACCESSIBLE RAMP F, p0 a E ADA ACCESSIBLE PARKING SIGN (VAN) OE PRECAST CONCRETE PARKING BARRIERS OF CURB TURNOUT VICINITY MAP DO NOT ENTER" SIGN N.T.S. DIRECTIONAL ARROWS, PAINTED WHi7E I WORD "ONLY, PAINTED WHITE ADA ACCESSIBLE PARKING SPACE LEGAL DESCRIPTION Lot 3, Block C, Wert Carmel Center U I gig! � ,G. EXIS TING B ONE t BUILDING ,i i.-- - I ---- ----- -- - -,. 1�. --I '. •! �� +QI i I i' I ICI dI Ins o L I I ! I _ - - -� - III I I ! I I I i I I 1 1 1 1 Ljj J F- 0 I m 1 I I i I I I I i ! 1 ! I I I i I I I I I a 0 n 0 W J a U N 0 n --------- ---- -- I ! .I �I I. it ii r I I PARK NORTHWESTERN --/ REGULATED DRAIN EASEMENT 15' FROM PIPE CENTERLINE mllsr _. D l rr J I rl 1 I / r'; - '- --- ' --t -- rl - - - -- I l rr l 111 rr \ L4j F °ARK NORTHWESTERN \ 20P rr �- REGULATED DRAIN EASEMENT i�l a 15' FROM PIPE CENTERLINE \ A ail � I �- %-- ��------------------------ - - - - -- - \ u� - 114-J 1 I rr \ u I rr N ' <,x. son- n -.r,[ Gtv'OC1C 111 v n I/ nv- 1. It 111-- -------w------------------------------------------- ---------------------°------ __�_-- ---- ----"'------ --- -- ---- _ Y metal end sect. \ Inv= 887, 45 0' 20' 40' SCALE: 17=20' SITE LEGEND LIGHT DUTY PAVEMENT { HEAVYDUTYPAVEMENT DATE: MEDFORD PLACE TOTAL S. F. = 9,10 REQUIRED RATIO = 1 SPACE / 300 S.F. e CONCRETE AO COMBINED CURB & GUTTER TYPE II STANDARD PARKING ( 10 , W /DE ) COMBINED CURB &GUTTER TYPE III i s Sr 7 COMBINED CURB & WALK BLOCK C 0 ADA ACCESSIBLE RAMP F, p0 ADA ACCESSIBLE PARKING SIGN E ADA ACCESSIBLE PARKING SIGN (VAN) OE PRECAST CONCRETE PARKING BARRIERS OF CURB TURNOUT VICINITY MAP DO NOT ENTER" SIGN N.T.S. D l rr J I rl 1 I / r'; - '- --- ' --t -- rl - - - -- I l rr l 111 rr \ L4j F °ARK NORTHWESTERN \ 20P rr �- REGULATED DRAIN EASEMENT i�l a 15' FROM PIPE CENTERLINE \ A ail � I �- %-- ��------------------------ - - - - -- - \ u� - 114-J 1 I rr \ u I rr N ' <,x. son- n -.r,[ Gtv'OC1C 111 v n I/ nv- 1. It 111-- -------w------------------------------------------- ---------------------°------ __�_-- ---- ----"'------ --- -- ---- _ Y metal end sect. \ Inv= 887, 45 0' 20' 40' SCALE: 17=20' SITE LEGEND LIGHT DUTY PAVEMENT { HEAVYDUTYPAVEMENT A port of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Homilt-7n County, Indiana being bounded as follows: Commencing at the Northeast Corner o,' the Northwest Quarter of Section 7, Township 17 North, Range 3 East; ',hence South 00 degrees 25 minutes 52 seconds East (assumed bearing) 45.00 feet along the East Line of sold Northwest Quarter to a point being 45.00 feet (measured perpendicularly in a southerly direction) from the North Line of said Northwest Quarter, thence South 89 degrees 05 minutes 48 seconds West 691.99 feet parallel with the North Line of said Northwest Quarter to the point of beginning of West Carmel Center Rep/at of Block A as per plat thereof recorded as instrument #2002000009391 in Plat Cabinet 2, slide 746 by the recorder of Hamilton County, Indiana, the following five (5) courses are along the boundary of said subdivision; 1) thence South 45 degrees 40 minutes 18 seconds East 35.21 feet; 2) thence South 00 degrees 26 minutes 24 seconds East 146.27 feet to the point of curvature of a curve to the left, said point of curvature being South 89 degrees 33 minutes 36 seconds West 390.00 feet from the rodlus po /nt of said curve, 3) thence southerly and southeasterly . ?42.81 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 17 seconds West 390.00 feet from the radius point of said curve; 4) thence South 36 degrees 06 .minutes 43 seconds East 77,55 feet; 5) thence South 53 degrees 05 minutes 14 seconds West 313.37 feet; thence South 27 degrees 05 minutes 05 seconds Fast 339.38 feet to the POINT OF BEGINNING of this description; thence South 27 degrees 05 minutes 05 seconds East 269.02 feet to the point of curvature of a curve to the left, said point of curvature being South 62 degrees 54 .-minutes 55 seconds West 415.00 feet from the radius point of said curve; thence southeasterly 65.38 feet along said curve to Its point of tangency, said point of tangency being South 53 degrees 53 minutes 78 seconds West 415.00 feet from the radius point of said curve; thence South 36 degrees 06 minutes 42 seconds East 22.04 feet to the northwestern boundary of Block D, West Carmel Center as per plat thereof recorded as instrument J200000057496 in Plot Cabinet 2, slide 515 by sold Recorder, the next four (4) courses are along the boundary of said Block D, West Carmel Center; 1) thence South 55 degrees 41 minutes 53 seconds Weot 35.14 feet; 2) thence South 43 vegrees 20 minutes 38 seconds West 83 70 feet; 3) thence South 45 degrees 18 minutes 00 seconds West 89.14 feet; 4) thence South 53 degrees 11 minutes 22 seconds West 157.11 feet to the northeos'etn right -of -way for US 421 (Michigan Road) (the South 18 degrees 19 minutes 31 seconds East 820.87 foot -long course; the bearing is recited from the WARRANTYDEED recorded as instrument #200100027361 by said Recorder), thence /Forth 18 degrees 39 minutes 52 seconds West 487.29 feet along said right -of -way line to a point being South 71 degrees 16 minutes 06 seconds West of the point of beginning; thence North 71 degrees 16 minutes 06 seconds East 2 -76.51 feet to the POINT OF BEGINNING containing 3.005 acres, more or less. Note: This tract of land shall be described as Lot 3 of Block C of West Carmel Center upon the recording of the plat. 5-JrE-5 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS, 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5, ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, 7, PROVIDE SMOOTH TRANSITIONS FROI. NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCOF.DANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13, CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF ' /4 /FT. & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. PARKING ANALYSIS DATE: MEDFORD PLACE TOTAL S. F. = 9,10 REQUIRED RATIO = 1 SPACE / 300 S.F. ` CONCRETE AO COMBINED CURB & GUTTER TYPE II STANDARD PARKING ( 10 , W /DE ) COMBINED CURB &GUTTER TYPE III © COMBINED CURB & WALK © ADA ACCESSIBLE RAMP OD ADA ACCESSIBLE PARKING SIGN D, ADA ACCESSIBLE PARKING SIGN (VAN) OE PRECAST CONCRETE PARKING BARRIERS OF CURB TURNOUT © DO NOT ENTER" SIGN +At (+ DIRECTIONAL ARROWS, PAINTED WHi7E I WORD "ONLY, PAINTED WHITE ADA ACCESSIBLE PARKING SPACE LEGAL DESCRIPTION Lot 3, Block C, Wert Carmel Center A port of the Northwest Quarter of Section 7, Township 17 North, Range 3 East located in Clay Township, Homilt-7n County, Indiana being bounded as follows: Commencing at the Northeast Corner o,' the Northwest Quarter of Section 7, Township 17 North, Range 3 East; ',hence South 00 degrees 25 minutes 52 seconds East (assumed bearing) 45.00 feet along the East Line of sold Northwest Quarter to a point being 45.00 feet (measured perpendicularly in a southerly direction) from the North Line of said Northwest Quarter, thence South 89 degrees 05 minutes 48 seconds West 691.99 feet parallel with the North Line of said Northwest Quarter to the point of beginning of West Carmel Center Rep/at of Block A as per plat thereof recorded as instrument #2002000009391 in Plat Cabinet 2, slide 746 by the recorder of Hamilton County, Indiana, the following five (5) courses are along the boundary of said subdivision; 1) thence South 45 degrees 40 minutes 18 seconds East 35.21 feet; 2) thence South 00 degrees 26 minutes 24 seconds East 146.27 feet to the point of curvature of a curve to the left, said point of curvature being South 89 degrees 33 minutes 36 seconds West 390.00 feet from the rodlus po /nt of said curve, 3) thence southerly and southeasterly . ?42.81 feet along said curve to its point of tangency, said point of tangency being South 53 degrees 53 minutes 17 seconds West 390.00 feet from the radius point of said curve; 4) thence South 36 degrees 06 .minutes 43 seconds East 77,55 feet; 5) thence South 53 degrees 05 minutes 14 seconds West 313.37 feet; thence South 27 degrees 05 minutes 05 seconds Fast 339.38 feet to the POINT OF BEGINNING of this description; thence South 27 degrees 05 minutes 05 seconds East 269.02 feet to the point of curvature of a curve to the left, said point of curvature being South 62 degrees 54 .-minutes 55 seconds West 415.00 feet from the radius point of said curve; thence southeasterly 65.38 feet along said curve to Its point of tangency, said point of tangency being South 53 degrees 53 minutes 78 seconds West 415.00 feet from the radius point of said curve; thence South 36 degrees 06 minutes 42 seconds East 22.04 feet to the northwestern boundary of Block D, West Carmel Center as per plat thereof recorded as instrument J200000057496 in Plot Cabinet 2, slide 515 by sold Recorder, the next four (4) courses are along the boundary of said Block D, West Carmel Center; 1) thence South 55 degrees 41 minutes 53 seconds Weot 35.14 feet; 2) thence South 43 vegrees 20 minutes 38 seconds West 83 70 feet; 3) thence South 45 degrees 18 minutes 00 seconds West 89.14 feet; 4) thence South 53 degrees 11 minutes 22 seconds West 157.11 feet to the northeos'etn right -of -way for US 421 (Michigan Road) (the South 18 degrees 19 minutes 31 seconds East 820.87 foot -long course; the bearing is recited from the WARRANTYDEED recorded as instrument #200100027361 by said Recorder), thence /Forth 18 degrees 39 minutes 52 seconds West 487.29 feet along said right -of -way line to a point being South 71 degrees 16 minutes 06 seconds West of the point of beginning; thence North 71 degrees 16 minutes 06 seconds East 2 -76.51 feet to the POINT OF BEGINNING containing 3.005 acres, more or less. Note: This tract of land shall be described as Lot 3 of Block C of West Carmel Center upon the recording of the plat. 5-JrE-5 1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS, 2. ALL PARKING STRIPES ARE TO BE 4" PAINTED (WHITE). HANDICAPPED ACCESS AISLES SHALL BE 4" PAINTED (BLUE). 3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB, UNLESS NOTED OTHERWISE. 4. ALL DIMENSIONS ARE TO FACE OF BRICK OR FACING MATERIAL, WHERE APPLICABLE. 5, ALL DIMENSIONS ARE PARALLEL WITH, OR PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS NOTED OTHERWISE. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY, 7, PROVIDE SMOOTH TRANSITIONS FROI. NEW AREAS TO EXISTING FEATURES AS NECESSARY. 8. ALL EXCAVATED AREAS SHALL BE SEEDED AFTER FINISH GRADING UNLESS OTHERWISE NOTED. ALL NEW SEEDED AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL. 9. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 10. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING ASPHALT. 11. ALL UTILITY TRENCHES WITHIN 5 FEET OF PAVEMENT SHALL BE COMPLETELY BACKFILLED WITH GRANULAR MATERIAL. 12. ALL ASPHALT TO BE IN ACCOF.DANCE WITH I.N.D.O.T. STANDARD SPECIFICATIONS RELATIVE TO MATERIAL, MIX, PLACEMENT AND WORKMANSHIP. 13, CHAMFER ENDS OF ALL CURBS. 14. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL SIDEWALKS SHALL COMPLY WITH A.D.A. STANDARDS, MAX. CROSS SLOPE OF ' /4 /FT. & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. PARKING ANALYSIS DATE: MEDFORD PLACE TOTAL S. F. = 9,10 REQUIRED RATIO = 1 SPACE / 300 S.F. TOTAL SPACES REQUIRED = 31 STANDARD PARKING (9' WIDE) 22 STANDARD PARKING ( 10 , W /DE ) 7 ACCESSIBLE PARKING PROVIDED 2 ( INCLUDES 1 VAN ACCESSIBLE) TOTAL PROPOSED PARKING 31 CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDEN ,'E ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDEN('E OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID N UNDERGROUND BY EXISTING UTILITIES SHALL BE VERIFIED THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - Vo�N z Zd 4AN u a ^� W a z M �vV Z OZQ E Za��< T O�o J > LU �..,x�°°� ztknrn J o C5 (so Z so O �C w V F -1 Va < Jv Vuu C') � R to 04 CL CO Pq Jam Oa OC Z a_ { Z 0. i= t � FEigy V� ��STERfC 9!'y * 19900549 STALE OF •'••.�NDIAN� •'� L dER-nnE6 BY Z a Z V W O Vm Z a l a -' aW a W V W 1- w LL 2 a WV N W 3W ci Ir REVISIONS 3 SHEET NO. C227' X OF IN2004.0948,074.C223RDW13 DATE: 12/17/2004 DRAWN BY: JMs ' CHWD BY: AF JOB NO. IN2004.0948 REVISIONS 3 SHEET NO. C227' X OF IN2004.0948,074.C223RDW13