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HomeMy WebLinkAbout20E m 00 o_ 0 o v J 00 0 0 I O 0 / U) 3 0 0 / / iv II z CO JCI 2 CYo I w FUTURE BALL FIELDS 120'X 250'x'` F \ y��QP 866.7 \ f PRAR PATH a 868.47 868.65 0 HP 865.8 FL 866.7 �6'S 868.65 I \867.9 / 868.60 868.90 / �a \ 866.7 865.0 FL \ C / ,,. \ / / /rr 866.7 \ Y" 866.7 \ / 868.47 - PRAYER PATH / 4 864.0 rL \/ 866.7 \ / / 867.9 868.47 / 10, 866.77.9 / /� 868.90 \ / 867.9 867.87 / \/ / \ 868.90 MAINTEN CE% co STORAGE UILDING FFE*867.00 OF 18" RCP 860 857 8sa47 / 00 / 86x.90 86860 / 65 V / / / \ 865.22 TC \ c� 7 24° ,c / -866 / 868 47 \ / 868.90 / •I t / / U / 862 OF 18° RCP 865.87 /866.22 - 865.72 866.30) 865.80 866.70 865.96 / 866.20oef 865.46 i = =- 866.08 - s _ 865.56 .. ��'�� i ��0 ,• ��0� .. _ 866.25 , 865.75 / 1 0 865:58 L` R o r, I ILII,,,; ► I , � •: • ; � � �l�� M ••• So 666.30 \ 666.80 .• - r 866.30 ..I�ca�ol \ \ -4..-v, •. 863.37 /•..: 865.80 r 865.97 , j A �� h �^D 8628 R 863.29: 865.47 866.09 a� 866.20 / 863.53 863.53 863.53 866.26 / 863.70 865.76 862.20 TC ' W6. 0 �y �) OR CONTINUATIC SEE: -SHEET \ CORPORATION, NOVEMBER 19, 2009. %5.49 C.0 17. ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE 864 99 T_ U FULLY BACKFILLED WITH GRANULAR MATERIAL. LLJ ~ 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE ,t ' W DURING CONSTRUCTION SHALL BE REPAIRED TO THE = SATISFACTION OF THE CITY AND THE CHURCH. `&s w � 19. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE PERMITTED WITHIN THE RIGHT-OF-WAY. �2ao TC `Z s z IL,1FDcvalgla p� Existing Sanitary Sewer Existing Storm Sewer _ - 863 o Existing Fence ORIGINATING BENCHMARKS: Existing Tree Line 863.58 ;'� TBM #60 (FROM HAMILTON COUNTY BOARD OF Y Existing Contour 863.70 000 COMMISSIONERS W. 96TH ST PLANS) - - Proposed Contour 863.70 THE MOST N. BOLT ON FIRE HYD. S. ® ® ® ® P St S St t PROPOSED BUILDING SIDE 96TH ST. ® HSE #2562 rop arm ewer ruc rs ELEV = 862.45 (NAVD 88) Proposed Storm Sewer ARCHITECTURAL LANS FOR BUILDING DIMEN"E 863.65 TBM #61 FF 0=863.70 °°° Flow Line 32 I (FROM HAMILTON COUNTY BOARD OF COMMISSIONERS W. 96TH ST PLANS) X0'00 New Pavement Grade MINE SPIKE W/ WASHER IN PWP M1 All Other Finish Grades es .70 #6160-B ON S. SIDE 96TH ST & E. OF DRIVE TO WATERBURY APTS. C50x•00 Top of Curb Grade ELEV = 859.62 (NAVD 88) Doo•oo Gutter Grade 01P, TBM #1 Flow Arrow co c� RR SPIKE FOUND ON THE SOUTH SIDE . GO OF PWP #6-161-A, ±50' SOUTH of F.F.E.=000.0 Finished Floor Elevation Ss3.7o ', THE SOUTHEAST CORNER OF A pb GRAVEL PARKING LOT. 000.0 ME Meet Existing Elevation ELEV = 861.87 (NAVD88) 000.0 F� Flow Line Elevation MATCH LINE-- TBM #2 Indicates Flood Routing NORTH RIM OF SANITARY MANHOLE ±40' WEST OF PWP #6-161-A - x x x - Decorative Building Fencing ELEV = 861.13 (NAVD88) 005Storm Structure Number \\\\\\\\\\����p�UUllllll ullll/ll7illill�ii a S// e , �\ T ,r Ami \�Q G�5 Ei��o •'/ �i Az . No. �' 890'258 0STATE OF DATE: 12/18/09 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTOECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR INPAWITHOUT THE WRITTEN CONSENT OF THE SCHRT, NEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2009NI 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 f4lb Landscape Architecture Transportation Engineering u i 12/18/09 4477.004 L\2 co CHECKED BY: DCC SHEET TITLE: co DRAWING FILES: T:\4k\4477\004\dwgs\C105-C108.dwg H � XREF: T-.\4k\4477\004\dwgs\44770048S.dwg Q Z XREF: F:\TSC-C3O\Blocks\Seal-das.dwg C> SHEET NO.: Y Know what's below. 0 z E- Call before you dig. a �I T P34 O f� zj 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB v oQ 30' so' Z w AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. w 0 w C G� 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO A w VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING � TO HIS PHASE OF WORK. IT SHALL ALSO BE THE ~� � CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF O STORM SEWERS: E- U1 THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR HAMILTON COUNTY SURVEYOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR ATTN: GREG HOYES SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF rn ONE HAMILTON SQUARE, STE 188 ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE HAMILTON COUNTY JUDICIAL CENTER PLANS OR IN THE FIELD) BEFORE WORK IS STARTED OR NOBLESVILLE, IN 46060 RESUMED. (317) 776-8495 Greg.Hoyes@hamiltoncounty.in.gov 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. SANITARY SEWERS: CLAY TWNSHP REGIONAL WASTE DIST. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO ATTN: RYAN HARTMAN CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 10701 NORTH COLLEGE AVE, STE. A INDIANAPOLIS, IN 46280 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE (317) 844-9200 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. ryan.hartman@ctrwd.org STANDARDS FOR WORKER SAFETY. WATER SERVICE: 6• THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE VEOLIA WATER PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY ATTN: JENNIFER MARLETT COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED 1220 WATERWAY BLVD. PRIOR TO ANY EXCAVATION FOR FIELD) LOCATION OF INDIANAPOLIS, IN 46202 SERVICES. (317) 263-6336 jennifer.marlett@veoliawaterno.com 7• SERVICE WALKS SHALL BE CONSTRUCTED PER DETAILS 6 & 7 ON SHEET C803. SERVICE: INDIANAPOLIS POWER &LIGHT CO. INDIANAPOCTRICLIS 8. ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED ATTN: DAN DAVENPORT SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM AND NORM SCHOTTENHORST WITH A POSITIVE OUTFLOW. 1230 WEST MORRIS STREET INDIANAPOLIS, IN 46221 9. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET INDIANA (317) 261-5497 (DAN) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY (317) 261-5277 (NORM) STANDARDS. don.davenport@oes.com GAS SERVICE: 10. CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS VECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE ATTN: CHUCK SHUPPERD "COLLEGE PARK CHURCH" PREPARED FOR THE ASPEN GROUP BY P.O. BOX 1700 TERRA SITE DEVELOPMENT, INC. PRIOR TO THE START OF NOBLESVILLE, IN 46061-1700 CONSTRUCTION. (317) 776-5535 - cshupperd®vectren.com 11, ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% CABLE SERVICE: (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). BRIGHTHOUSE NETWORKS ATTN: JASON KIRKMAN 12. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. 3030 ROOSEVELT AVENUE SEE ZONING ORDINANCES FOR EXACT INFORMATION. INDIANAPOLIS, IN 46218 (317) 632-9077 EXT 291 860.90 INV jason®kirkman�mybrighthouse.com 13. SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING 632 DIMENSIONS AND EXACT LOCATIONS AND SIZES OF UTILITY STREETS: SERVICE LINES. X29 QX��� HAMILTON COUNTY HIGHWAY DEPT. ATTN: DAVID LUCAS 1700 SOUTH 10TH STREET 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB \�X 865.5 NOBLESVILLE, IN 46060 INLETS. Is.oe (317) 773-7770 i5'� david.lucas®hamiltoncounty.in.gov es�so / 2( 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM 865.40 l BUILDING/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR ' DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER SIDEWALKS SHALL DRAIN 2% AWAY FROM STRUCTURE. 16. SOURCE OF TOPOGRAPHY INFORMATION: "COLLEGE PARK \ CHURCH TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER \ CORPORATION, NOVEMBER 19, 2009. %5.49 C.0 17. ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE 864 99 T_ U FULLY BACKFILLED WITH GRANULAR MATERIAL. LLJ ~ 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE ,t ' W DURING CONSTRUCTION SHALL BE REPAIRED TO THE = SATISFACTION OF THE CITY AND THE CHURCH. `&s w � 19. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE PERMITTED WITHIN THE RIGHT-OF-WAY. �2ao TC `Z s z IL,1FDcvalgla p� Existing Sanitary Sewer Existing Storm Sewer _ - 863 o Existing Fence ORIGINATING BENCHMARKS: Existing Tree Line 863.58 ;'� TBM #60 (FROM HAMILTON COUNTY BOARD OF Y Existing Contour 863.70 000 COMMISSIONERS W. 96TH ST PLANS) - - Proposed Contour 863.70 THE MOST N. BOLT ON FIRE HYD. S. ® ® ® ® P St S St t PROPOSED BUILDING SIDE 96TH ST. ® HSE #2562 rop arm ewer ruc rs ELEV = 862.45 (NAVD 88) Proposed Storm Sewer ARCHITECTURAL LANS FOR BUILDING DIMEN"E 863.65 TBM #61 FF 0=863.70 °°° Flow Line 32 I (FROM HAMILTON COUNTY BOARD OF COMMISSIONERS W. 96TH ST PLANS) X0'00 New Pavement Grade MINE SPIKE W/ WASHER IN PWP M1 All Other Finish Grades es .70 #6160-B ON S. SIDE 96TH ST & E. OF DRIVE TO WATERBURY APTS. C50x•00 Top of Curb Grade ELEV = 859.62 (NAVD 88) Doo•oo Gutter Grade 01P, TBM #1 Flow Arrow co c� RR SPIKE FOUND ON THE SOUTH SIDE . GO OF PWP #6-161-A, ±50' SOUTH of F.F.E.=000.0 Finished Floor Elevation Ss3.7o ', THE SOUTHEAST CORNER OF A pb GRAVEL PARKING LOT. 000.0 ME Meet Existing Elevation ELEV = 861.87 (NAVD88) 000.0 F� Flow Line Elevation MATCH LINE-- TBM #2 Indicates Flood Routing NORTH RIM OF SANITARY MANHOLE ±40' WEST OF PWP #6-161-A - x x x - Decorative Building Fencing ELEV = 861.13 (NAVD88) 005Storm Structure Number \\\\\\\\\\����p�UUllllll ullll/ll7illill�ii a S// e , �\ T ,r Ami \�Q G�5 Ei��o •'/ �i Az . No. �' 890'258 0STATE OF DATE: 12/18/09 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTOECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR INPAWITHOUT THE WRITTEN CONSENT OF THE SCHRT, NEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2009NI 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 f4lb Landscape Architecture Transportation Engineering u PROJECT NO.: 12/18/09 4477.004 L\2 co CHECKED BY: DCC SHEET TITLE: co DRAWING FILES: T:\4k\4477\004\dwgs\C105-C108.dwg H � XREF: T-.\4k\4477\004\dwgs\44770048S.dwg Q XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C3O\Blocks\Seal-das.dwg C> SHEET NO.: z 0 z E- a P34 O f� zj v oQ Z w w w C G� A A w oZ � I-� � ~� � O E- U1 x H � rn DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C105-C108.dwg XREF: T.\4k\4477\0G4\dwgs\Tbe1.dwg XREF: T-.\4k\4477\004\dwgs\44770048S.dwg XREF: T.\4k\4477\004\dwgs\ROUND-ABOUT.dwg XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C3O\Blocks\Seal-das.dwg XREF: F:\TSC-C33\Blocks\9G-DAS.dwg SHEET NO.: