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HomeMy WebLinkAbout13FOR CONTINUATION SEE SHEET C102 PROPOSED BUILDING SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS IGHT POLES I . I-• �;'"." A C j y '1- - - I I I I I I f�l I I I I _r112.50 , I I I y I I 5 I I I 4 I i I I I I I 1 I II I II I II I ll I II I It I II I 11 I pl 11 I II I II I II I p1 ,I I pl II I pl IIt II 1 11 I II I II 1 II I pl II I pl II I II U 11 11 5' CONCWALK (TEMPORARY) S �(� a MAT�I LINE I T III III '' III III IIII III �, � i i � III III E III III ul lu ii ll I f EXISTING IIE�NTRANCE TO REMAIN IN Y "m whai'8 below. BASE BIDi u II III III I Call before you ciig. II u I I III BID ALT N IATE TO INCLUDE ENTRANCE IIII DEMO AN IMPROVEMENTS TO MATCH I 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB III PROPOSED AROUND -A -BOUT DESIGN. II IIII III 0 30' 60' AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. II I ; III 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR J II III 11 TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS `i II IIII ! 11 II OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF II I I EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR II I I SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF II Ckfcn III I? II I II II I' III II I I III II I � I I� III II I III s III III[ III 4 III II l III i III II III I II 1' II III III ? III '� lu Ily III u II � 111 II ill IIII III IIII III III 11 I III ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4, TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 'i 1111 II ll I Ill 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF III BUILDING FOUNDATION WALL i'F III €u Ill. Ii IIII 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 111 I I I� II tl II I Ili 8. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK. II IIII I I, l II IIII II III 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS IIII IIII, II III AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE I lu I I TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL I u ! IIII III JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR 4 III 11 I III LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. r I11 111 III I u III III 10. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING I II IIII II III MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-OF-WAY. Tr 1 It � 11 I 1 11 1 1 II': II 1 1 II I 11� 11 I 1 11 II 1 1 II 111 ° II IIII Existing Utility Pole II 1 � 11 ° Til I II Ili I ';, II I, I �, X Existing Fence dI j II\\ 1111 111 111 ;Itl 1 \11 Concrete Q 1' 1 11 11 1 1 114 111 1 o f l 1 u 111 1 `I 0 6" Straight Curb 11 IF E 111 I 111 C803 Edge of Pavement =11� I 111 In I III, © Concrete Sidewalk SII ; 111111 IIII 11111 :a;�•.��::,� �` C803 1� 1 11� 111 111 17 a l 1 II 11 I " Handicap Ramp C803 11 III I 111 1��� 1111, QQ Handicap Parking Sign C803 Heavy Duty Pavement ��`I 110 111111 C803 2 I III 111 11, © Light Duty Pavement 1 II 11 I C803 0 o QQ 42" Chain Link Fence o0 Ill I `I 111 111 C803 II III III 13 I I\II III III Grass Pavers 111 111 C803 Light Pole 111 I 111 ,� v 3 Heavy Duty Concrete Pavement 111 lu 111 C803 111 111 111 Prayer Path r ' III 111 111 ,x 111 i „ 1 A, 2 Lj_ E 0 - CO (N N 6 E O a_ W O N Q Q N 0 0 n ROUND -A -BOUT DEPIC11ON IS FROM INFORMATION PROVIDED BY THE HAMILTON COUNTY HIGHWAY. TAC COMMENTS STATE THAT ROUND -A -BOUT LOCATION IS TO MOVE. CHURCH IMPROVEMENTS WITHIN RIGHT-OF-WAY WILL BE CONSTRUCTED AS PART OF THE HAMILTON COUNTY HIGHWAY ROUND -A -BOUT PROJECT. EXISTING CONCRETE SIDEWALK WILL REMAIN AND BE REPLACED WITH 10' ASPHALT PATH AS PART OF THE ROUND -A -BOUT PROJECT. SUMMARY TABLE ZONING ON PARCEL: S-1 RESIDENTIAL 12/18/09 4477.004 EXISTING BUILDING: ICL I 0 z t ICQ,)-ol = 74,655 S.F. DRAWING FILES: T:\4k\4477\004\dwgs\C1D1-C104.dwg FUTURE BUILDING: = 12,596 S.F. z A _ PROVIDED PARKING: C> � 9�st z PROPOSED STANDARD PARKING SPACE 9'x18': ._ I C j y '1- - - I I I I I I f�l I I I I _r112.50 , I I I y I I 5 I I I 4 I i I I I I I 1 I II I II I II I ll I II I It I II I 11 I pl 11 I II I II I II I p1 ,I I pl II I pl IIt II 1 11 I II I II 1 II I pl II I pl II I II U 11 11 5' CONCWALK (TEMPORARY) S �(� a MAT�I LINE I T III III '' III III IIII III �, � i i � III III E III III ul lu ii ll I f EXISTING IIE�NTRANCE TO REMAIN IN Y "m whai'8 below. BASE BIDi u II III III I Call before you ciig. II u I I III BID ALT N IATE TO INCLUDE ENTRANCE IIII DEMO AN IMPROVEMENTS TO MATCH I 1. ALL RADII AND OTHER DIMENSIONS FOR 6" STANDING CURB III PROPOSED AROUND -A -BOUT DESIGN. II IIII III 0 30' 60' AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. II I ; III 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR J II III 11 TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO THE PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS `i II IIII ! 11 II OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF II I I EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR II I I SHALL NOTIFY IN WRITING THE OWNER AND THE ENGINEER OF II Ckfcn III I? II I II II I' III II I I III II I � I I� III II I III s III III[ III 4 III II l III i III II III I II 1' II III III ? III '� lu Ily III u II � 111 II ill IIII III IIII III III 11 I III ANY CHANGES, OMISSIONS OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. 4, TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 'i 1111 II ll I Ill 6. ALL DIMENSIONS TO THE BUILDINGS ARE TO THE OUTSIDE OF III BUILDING FOUNDATION WALL i'F III €u Ill. Ii IIII 7. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 111 I I I� II tl II I Ili 8. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4" THICK. II IIII I I, l II IIII II III 9. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK INTERSECTIONS IIII IIII, II III AND BETWEEN WALKS AND PLATFORMS. SIDEWALK SCORES ARE I lu I I TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS. CONTROL I u ! IIII III JOINTS ARE PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR 4 III 11 I III LESS WITH AN EXPANSION JOINT EVERY 20' OR LESS. r I11 111 III I u III III 10. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING I II IIII II III MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-OF-WAY. Tr 1 It � 11 I 1 11 1 1 II': II 1 1 II I 11� 11 I 1 11 II 1 1 II 111 ° II IIII Existing Utility Pole II 1 � 11 ° Til I II Ili I ';, II I, I �, X Existing Fence dI j II\\ 1111 111 111 ;Itl 1 \11 Concrete Q 1' 1 11 11 1 1 114 111 1 o f l 1 u 111 1 `I 0 6" Straight Curb 11 IF E 111 I 111 C803 Edge of Pavement =11� I 111 In I III, © Concrete Sidewalk SII ; 111111 IIII 11111 :a;�•.��::,� �` C803 1� 1 11� 111 111 17 a l 1 II 11 I " Handicap Ramp C803 11 III I 111 1��� 1111, QQ Handicap Parking Sign C803 Heavy Duty Pavement ��`I 110 111111 C803 2 I III 111 11, © Light Duty Pavement 1 II 11 I C803 0 o QQ 42" Chain Link Fence o0 Ill I `I 111 111 C803 II III III 13 I I\II III III Grass Pavers 111 111 C803 Light Pole 111 I 111 ,� v 3 Heavy Duty Concrete Pavement 111 lu 111 C803 111 111 111 Prayer Path r ' III 111 111 ,x 111 i „ 1 A, 2 Lj_ E 0 - CO (N N 6 E O a_ W O N Q Q N 0 0 n ROUND -A -BOUT DEPIC11ON IS FROM INFORMATION PROVIDED BY THE HAMILTON COUNTY HIGHWAY. TAC COMMENTS STATE THAT ROUND -A -BOUT LOCATION IS TO MOVE. CHURCH IMPROVEMENTS WITHIN RIGHT-OF-WAY WILL BE CONSTRUCTED AS PART OF THE HAMILTON COUNTY HIGHWAY ROUND -A -BOUT PROJECT. EXISTING CONCRETE SIDEWALK WILL REMAIN AND BE REPLACED WITH 10' ASPHALT PATH AS PART OF THE ROUND -A -BOUT PROJECT. SUMMARY TABLE ZONING ON PARCEL: S-1 RESIDENTIAL 12/18/09 4477.004 EXISTING BUILDING: = 48,576 S.F. 0 z PROPOSED BUILDING: = 74,655 S.F. DRAWING FILES: T:\4k\4477\004\dwgs\C1D1-C104.dwg FUTURE BUILDING: = 12,596 S.F. z A XREF: T.\4k\4477\004\dwgs\4477004—DEMO.dwg PROVIDED PARKING: C> SHEET NO.: z PROPOSED STANDARD PARKING SPACE 9'x18': 854 P.S. EXISTING STANDARD PARKING SPACE 9'x18': 108 P.S. PROPOSED STANDARD PARKING SPACE 9'x20': 65 P.S. PROPOSED HANDICAP PARKING SPACE 8'x20': 24 P.S. EXISTING HANDICAP PARKING SPACE 8'x20': 10 P.S. TOTAL PARKING SPACES PROVIDED: 1,061 P.S. PHASE II PARKING: 200 P.S. W = W M Z W o p U 3: W U_ir_ ooa U p s w CJ J p � U p � � o :Z: zo\�o 5 C' w ��CVM \\\\`\\�,��\\�pttuu Si►niiii \k,'4t;t 890,258 STATE OF ?g,�f;� � %�DI ANP°��\ DATE: 12/18/09 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2009) f44110 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: � 0 z SHEET TITLE: cc DRAWING FILES: T:\4k\4477\004\dwgs\C1D1-C104.dwg z C XREF: T:\4k\4477\004\dwgs\4477004BS.dwg z A XREF: T.\4k\4477\004\dwgs\4477004—DEMO.dwg XREF: R\TSC—C3D\Blocks\Seal—dosdwg C> SHEET NO.: z Qz E- .i �0 W x U d � W v C� Z W C) 04 Q W U r - W Q E- E, o rn CIO DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C1D1-C104.dwg XREF: T:\4k\4477\004\dwgs\Title1.dwg XREF: T:\4k\4477\004\dwgs\4477004BS.dwg XREF: T:\4k\4477\004\dwgs\ROIJND—ABOUT.dwg XREF: T.\4k\4477\004\dwgs\4477004—DEMO.dwg XREF: R\TSC—C3D\Blocks\Seal—dosdwg XREF: F:\TSC—C3D\Blocks\SIG—DAS.dwg SHEET NO.: (Cn(a�