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HomeMy WebLinkAboutC.200 Site Plan0 N 0 0 N 0 U W U ai O L0 0 0 0 W V) z Q J 5 V z Q af 0 O) (D U) 0 M O N Iry J U z 3 a 0 J 1 W r M 0 w 0 W N I n I­__ M 0 w Lr)� I�j W I- J Qa Cc) V) z z �o n_ o_ (cane) ICI III `�I II C I. I II I !� V (cone) �* ;II �w E I � T) it C � I II, I II I II I, , I , n i I GIf \ (,`USt Y , i �� I; , ; 1;1l1 1, ; ' I \ \ \\ \ \ . \ \ I I 0 ���- � ���1, � �-�� : :: ::: : : . :: :':. :: :: :.,.:'' . :. :::':':.:'::'. ..' . .' r '::' ::.:' :_.: . .' : ' '..'.'.:.':'.'..:.''•.:', ' : •.''.:' '•.''.' ' .'...'.: : ' \ \----------- - - - - -- -------------------- ' � I I , --------------------------------- 0.2' SIDEWALK FLUSH BUILDING WITH PAVEMENT 9 T (104 BEDS) I 01 I - _ - - - - - - - - - " I 7 - - - - -- 68.6 82 S.F. N 2 5 I 0 ao 54.50 :5 N 6 I I IC) \ \\ �✓ ��- N \ \ \ ���- �- I 7.847 ACRES .. y °�` ::::::::'. _ _N 1 i � ' VARIABLE WIDTH , ( w . \ \ \ 1 a I �- ,`-�' 1 a i -- - - -- DETENTION POND 2 FUTURE DRIVE i l �i'2oOR 3 I 17 25' EXTENSION = - EASEMENT I U II \ \ \ l 8O 8p 3 5 W w z / BMP EASEMENT I I _I - - -- - - -- ---------- - - - - -- - - -- - - - -- - - - - - -- __. - -- - - -� -- -- - - - -- - - _ N89 • 41 19 M E - 217.35' �- 01 h I cunj Lv !1 V A v. A v w PTYP 10 M a I W W Q Ial to 0 ��� REFER TO LANDSCAPE i N ® ::::.:'':::.':: / /� ' Z ;11 i \ \\ �I _18- PLANS FOR DETAILED - I ��-h i INFORMATION / I TYP J i' �:� I �� -� 5' 18 110 r (n v v I o L 5 `J in Z v v v 37.07 LO W Iii y v 10 FSS "_r7 !i I I ✓ TYP' 3 / MFHT / i 3 l 7 1 l 7 J 17 1 m.- 65' PROPOSED 11 HALF R/ I 'I, 11 I' 11 f V LEGAL DESCRIPTION - - - -- - -- -� -_ _ curb) R = 328.19' ^ p �' a �'� - -` -`- -- - r---- 7-- - - - - -- - -1- - �c,- 9 oS�\ - - L = 109.83 0 do _ ar7a w A d grass) ! :� j k) _ p Am..- R = 374.20' (p an ter)/ (grass, 1 -- L = 150.71 - - PROPOSED SITE LEGEND f KEYNOTES A part of the West Half of the Northeast Quarter of Section 35, Township 18 North, Range 3 East, being more particularly described as follows: Commencing at the southwest corner of said Northeast Quarter Section; thence North 00 degrees 07 minutes 31 seconds West (basis of bearing- record description) along the West line of said Quarter a distance of 1,048.26 feet; thence North 89 degrees 52 minutes 29 seconds East perpendicular to said West line a distance of 29.00 feet to the easterly right -of -way line of Pennsylvania Street per a Warranty Deed to the City of Carmel, recorded as Instrument No. 200300029019 in the Office of the Recorder of Hamilton County, Indiana and the Point of Beginning; thence continuing North 89 degrees 52 minutes 29 seconds East a distance of 59.55 feet to a point on a curve to the right having a radius of 236.62 feet, the radius point of which bears South 00 degrees 07 minutes 32 seconds East; thence easterly along said curve an arc distance of 77.24 feet to a point which bears North 18 degrees 34 minutes 36 seconds East from said radius point, said end of curve being a point of curvature of a curve to the left having a radius of 328.19 feet, the radius point of which bears North 18 degrees 34 minutes 38 seconds East; thence easterly along said curve an arc distance of 109.83 feet to a point which bears South 00 degrees 35 minutes 50 seconds East from said radius point; thence South 00 degrees 07 minutes 31 seconds East a distance of 46.00 feet to a point on a non - tangent curve to the left having a radius of 374.20 feet, the radius point of which bears North 00 degrees 32 minutes 21 seconds West; thence easterly along said curve an arc distance of 150.71 feet to a point which bears South 23 degrees 36 minutes 53 seconds East from said radius point, said end of curve being a point of reverse curvature of a curve to the right having a radius of 520.30 feet, the radius point of which bears South 23 degrees 36 minutes 53 seconds East; thence easterly along said curve an arc distance of 252.26 feet to a point which bears North 04 degrees 09 minutes 52 seconds East from said radius point; thence North 00 degrees 18 minutes 41 seconds West a distance of 156.45 feet; thence North 89 degrees 41 minutes 19 seconds East a distance of 217.35 feet; thence North 01 degree 19 minutes 26 seconds West 277.04 feet to the south line of a tract of land recorded as Instrument No. 2009069918 in said Recorder's Office; thence South 88 degrees 40 minutes 34 seconds West parallel with the North line of the said Northeast Quarter and along the south line of said land a distance of 847.34 feet to the aforesaid easterly right -of -way line of Pennsylvania Street; thence South 00 degrees 07 minutes 31 seconds East along said easterly right -of -way line a distance of 413.25 feet to the Point of Beginning, containing 7.847 acres, more or less. EXISTING TOPOGRAPHY LEGEND Fire Hydrant j Beehive Inlet 11 ® Curb Inlet '�`f Sprinkler Valve © Lid o Stand Pipe • Guard Post a Buried Electric Line QS Sanitary Manhole t Buried Telephone Line CONCRETE DUMPSTER PAD Sign w Buried Water Line Coniferous Tree tr Top Of Rim Elevation SEGMENTAL BLOCK Tree Stump inv Invert Elevation RETAINING WALL Deciduous Tree rcp Reinforced Concrete Pipe )E( Electric Box vcp Clay Pipe TO SIGNAGE PLAN) Ground Light cpp Corrugated Plastic Pipe CONCRETE PAVEMENT Light Pole pvc Plastic Pipe 9 Transformer (REFER TO MEP PLANS) ® Telephone Handhole 24" SOLID WHITE, PAINT, ® Q Telephone Manhole CROSSWALK MARKINGS T- Telephone Marker Telephone Pedestal BUILDING COVERAGE INFORMATION SITE AREA 7.847 Acres BUILDING AREA 1.089 Acres (13.99) O6" STRAIGHT CONCRETE CURB - LIGHT DUTY 1 a ASPHALT PAVEMENT 11 HEAVY DUTY ASPHALT PAVEMENT CONCRETE O2 COMBINED CURB & WALK O6" STRAIGHT CONCRETE CURB 10 4" SOLID WHITE, PAINT LINE 1 a CURB TAPER 11 4" BLUE, PAINT LINE (A.D.A. SPACES) O2 COMBINED CURB & WALK OCONCRETE WALK 12 ADA PARKING SIGN (VAN ACCESSIBLE AS NOTED) 4O ASPHALT PATH (PER CITY 13 CONCRETE DUMPSTER PAD OF CARMEL STANDARDS) 14 SEGMENTAL BLOCK 5O MODIFIED CURB RAMP TYPE "K" RETAINING WALL OA.D.A. RAMP TYPE "C" 15 FREE STANDING SIGN (REFER 7O DUMPSTER ENCLOSURE (REFER TO SIGNAGE PLAN) TO ARCHITECTURAL PLANS) 16 CONCRETE PAVEMENT OMECHANICL AREA ENCLOSURE 17 6" STEEL PIPE BOLLARD (REFER TO MEP PLANS) O 24" SOLID WHITE, PAINT, ® ADA ACCESSIBLE PARKING SPACE CROSSWALK MARKINGS SITE NOTES 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 FROM 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. REFER TO LANDSCAPE PLAN FOR MORE INFORMATION. 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 ACCORDANCE 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 1:50 & MAX. SLOPE OF 1:20. 16. EXISTING PAVEMENT TO BE SAWCUT IN ALL AREAS WHERE INDICATED NEW PAVEMENT TO JOIN EXISTING. STANDARD PARKING (9' x 18') 93 SPACES HANDICAP PARKING PROVIDED 4 SPACES ( INCLUDES 1 VAN ACCESSIBLE ) TOTAL PROPOSED PARKING 97 SPACES (33.69 REDUCTION FROM TOTAL REQUIRED SPACES) NOTE: ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS, MATERIALS AND CONSTRUCTION DETAILS FOR WORK WITHIN PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CITY OF WESTFIELD REQUIREMENTS, INDOT STANDARD DETOUR SHEETS AND SPECIFICATIONS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THIS INCLUDES PLACING ROAD CONSTRUCTION AHEAD SIGNS, LANE MERGING SIGNS, FLASHING ARROW SIGNS, CONSTRUCTION BARRELS, ETC. NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION !! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( 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 EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - 0 O N U H � 5 U) N U9 a z z M U L oC-6 LL 0 CnQL5 o z u? (flQh Nz� Z t` IM J W I- U Z 0 W z� Cn NONE �V NCO O O P G� CERTIFIED BY J W a V U J 0� JNW w WLU � Maz .m CO) za (f) >Z z NUJ zzz JWa � jav �aa 0 N0 ZZ a� a � J a W Z REVISIONS SITE PLAN SHEET NO. C.200 OF DATE: 05/17/2013 DRAWN BY: acs CHK'D BY: RLN JOB N0. 2013.00569