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HomeMy WebLinkAbout24E M N U E 0 raj iv 0 0- 0 0 N a Q 6 0 0 0 PRAYER PATH * THIS INVERT IS THE LOWEST AT MINIMUM PIPE SLOPE. CONTRACTOR TO VERIFY INVERT ON MECHANICAL PLANS AND ADJUST ACCORDINGLY. —000-000- 000 s MAINTENCE / STORAGE. UILDING FFE=867.00 0 0 641 11 o ' 01 6" SSD i 0 -AIH FUTURE BALL °off z FIELDSJ °° ° 120'X 250' v F— ° < FIRE HYDRANT \ LIGHT POLE I I 1. 0 30' 60' 2. STORM SEWERS: HAMILTON COUNTY SURVEYOR ATTN: GREG HOYES ONE HAMILTON SQUARE, STE 188 HAMILTON COUNTY JUDICIAL CENTER NOBLESVILLE, IN 46060 (317) 776-8495 Greg.Hoyes@hamiltoncounty.in.gov 3 SANITARY SEWERS: CLAY TWNSHP REGIONAL WASTE DIST. 4 ATTN: RYAN HARTMAN 10701 NORTH COLLEGE AVE, STE. A INDIANAPOLIS, IN 46280 5 (317) 844-9200 ryan.hartman@ctrwd.org WATER SERVICE: 6. CARMEL UTILITIES ATTN: JOHN DUFFY 760 THIRD AVENUE SW CARMEL, IN 46032 (317) 571-2442 jduffy®carmel.in.gov 7. ELECTRIC SERVICE: INDIANAPOLIS POWER & LIGHT CO. 8. ATTN: DAN DAVENPORT AND NORM SCHOTTENHORST 1230 WEST MORRIS STREET INDIANAPOLIS, IN 46221 9 (317) 261-5497 (DAN) (317) 261-5277 (NORM) don.davenport@oes.com "Kmw what's below. Call before you dig. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO 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 THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH LOCAL GOVERNING AUTHORITIES. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF SERVICES. SERVICE WALKS SHALL BE CONSTRUCTED PER DETAILS 6 & 7 ON SHEET C803. ALL EXISTING OFF—SITE DRAIN 11LES THAT ARE ENCOUNTERED SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY STANDARDS. HAMILTON COUNTY HIGHWAY DEPT. ATDAVID LUCAS 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE 170000 SOUTH 10TH STREET NOBLESVILLE, IN 46060 PAVEMENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB (317) 773-7770 INLETS. david.lucas®hamiltoncounty.in.gov �6 C-3 FIRE DEPT. CON/' 630 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM 628 '' ELEC IC BUILDING/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR ,' y� DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER H HOLES SIDEWALKS SHALL DRAIN 2% AWAY FROM STRUCTURE. \ \ f `c 16. SOURCE OF TOPOGRAPHY INFORMATION: "COLLEGE PARK CHURCH TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER F CORPORATION, NOVEMBER 19, 2009. \ \ / O \ LIGHT POLE \ 3` 17 \ Giji�F U ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE FULLY BACKFILLED WITH GRANULAR MATERIAL. LLJ 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE \ \ \ \ LIGHT POLE \ c,0 626 + 5/ / //\ \ \ \ /\ LIGHT POLE \ � C5 / s i SEE MECHANICAL E PLANS c�\ 625 i �Q�c. C� > 4 ,N AdF = DURING CONSTRUCTION SHALL BE REPAIRED TO THE 01 SATISFACTION OF THE CITY AND THE CHURCH. V �v Cly` \ LLJ TF DCVa_rkqM) LLJ TYPE III p 44 Gr of s� s Existing Sanitary Sewer °° Existing Storm Sewer F— FU TU R ,'� �6) `\8 \ zU ®_ -- . X - Existing Fence EXPA ' , o U ® ® ® • Prop Storm Sewer Structrs s �' s \`\ °° —iB Proposed Storm Sewer I� W(C P� � ��o - E - - Existing Electric Line ORIGINATING BENCHMARKS: - Existing Telephone Line \ C.O. TBM #60 S• TYPE III (FROM HAMILTON COUNTY BOARD OF Existing Water Line \ Ip 410 COMMISSIONERS W. 96TH ST PLANS) Existing Force Main \ 6'� LA THE MOST N. BOLT ON FIRE HYD. S. PROPOSED BUILDING SIDE 96TH ST. ® HSE #2562 E Underground Electric Line ELEV = 862.45 (NAVD 88) T Underground Telephone Line 9s E ARCHITECTURAL PLANS FOR BUILDING DIMENSIONSTBM #61 G Gas Service Line FFE=863.70 * THIS IN (FROM HAMILTON COUNTY BOARD OF �� JG GtiF LOWEST COMMISSIONERS W. 96TH ST PLANS) W Water Fire &Service Line a Q SLOPE. MINE SPIKE W/ WASHER IN PWP �s VERIFY IN _ W Fire Hydrant MECHANIC OFDRIVEON WATERBUR APTS& E. -----_ Yd ADJUST - - - - - - - Subsurface Drain (SSD) P� ELEV = 859.62 (NAVD 88) ��TeM #1 — x x x — Decorative Building Fencing 00, RR SPIKE FOUND ON THE SOUTH SIDE ® Storm Structure Number GREASE INTERCEPTOR /. OF PWP 16-161—A, ±50' SOUTH OF (SEE PLUMBING PLANS /�9 THE SOUTHEAST CORNER OF A BY REAL MECHANICAL) �O C.O. TYPE I GRAVEL PARKING LOT. ELEV = 861.87 (NAVD88) NOV 8T5111..7 III MATCH LINE �M #2 NORTH RIM OF SANITARY MANHOLE ±40' WEST OF PWP #6-161—A ELEV = 861.13 (NAVD88) FI rn IRa' /FOR CONTINUATION SFF SHFFT 0111 =4zi No. 890258 W STATE OFYN/�\ DIA /l/111111101111\ �0 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) 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 GAS SERVICE: 10. CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS 4477.004 VECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE CD 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 E Z C NOBLESVILLE, IN 46061-1700 CONSTRUCTION. XREF: T:\4k\4477\004\dwgs\4477004—DEMO.dwg (317) 776-5535 XREF: F:\TSC—C3D\Blocks\9G—DAS.dwg SHEET NO.: cshupperd@vectren.com 0 z C) a 11. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% w CABLE SERVICE: (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). BRIGHTHOUSE NETWORKS TN: JASON KIRKMAN a w 3030 ROOSEVELT AVENUE 30 12. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. INDIANAPOLIS, IN 46218 SEE ZONING ORDINANCES FOR EXACT INFORMATION. (317) 632-9077 EXT 291 S jason®kirkman@mybrighthouse.com 13. SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING F4 oZ DIMENSIONS AND EXACT LOCATIONS AND SIZES OF UTILITY STREETS: SERVICE LINES. HAMILTON COUNTY HIGHWAY DEPT. ATDAVID LUCAS 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE 170000 SOUTH 10TH STREET NOBLESVILLE, IN 46060 PAVEMENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB (317) 773-7770 INLETS. david.lucas®hamiltoncounty.in.gov �6 C-3 FIRE DEPT. CON/' 630 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM 628 '' ELEC IC BUILDING/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR ,' y� DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER H HOLES SIDEWALKS SHALL DRAIN 2% AWAY FROM STRUCTURE. \ \ f `c 16. SOURCE OF TOPOGRAPHY INFORMATION: "COLLEGE PARK CHURCH TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER F CORPORATION, NOVEMBER 19, 2009. \ \ / O \ LIGHT POLE \ 3` 17 \ Giji�F U ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE FULLY BACKFILLED WITH GRANULAR MATERIAL. LLJ 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE \ \ \ \ LIGHT POLE \ c,0 626 + 5/ / //\ \ \ \ /\ LIGHT POLE \ � C5 / s i SEE MECHANICAL E PLANS c�\ 625 i �Q�c. C� > 4 ,N AdF = DURING CONSTRUCTION SHALL BE REPAIRED TO THE 01 SATISFACTION OF THE CITY AND THE CHURCH. V �v Cly` \ LLJ TF DCVa_rkqM) LLJ TYPE III p 44 Gr of s� s Existing Sanitary Sewer °° Existing Storm Sewer F— FU TU R ,'� �6) `\8 \ zU ®_ -- . X - Existing Fence EXPA ' , o U ® ® ® • Prop Storm Sewer Structrs s �' s \`\ °° —iB Proposed Storm Sewer I� W(C P� � ��o - E - - Existing Electric Line ORIGINATING BENCHMARKS: - Existing Telephone Line \ C.O. TBM #60 S• TYPE III (FROM HAMILTON COUNTY BOARD OF Existing Water Line \ Ip 410 COMMISSIONERS W. 96TH ST PLANS) Existing Force Main \ 6'� LA THE MOST N. BOLT ON FIRE HYD. S. PROPOSED BUILDING SIDE 96TH ST. ® HSE #2562 E Underground Electric Line ELEV = 862.45 (NAVD 88) T Underground Telephone Line 9s E ARCHITECTURAL PLANS FOR BUILDING DIMENSIONSTBM #61 G Gas Service Line FFE=863.70 * THIS IN (FROM HAMILTON COUNTY BOARD OF �� JG GtiF LOWEST COMMISSIONERS W. 96TH ST PLANS) W Water Fire &Service Line a Q SLOPE. MINE SPIKE W/ WASHER IN PWP �s VERIFY IN _ W Fire Hydrant MECHANIC OFDRIVEON WATERBUR APTS& E. -----_ Yd ADJUST - - - - - - - Subsurface Drain (SSD) P� ELEV = 859.62 (NAVD 88) ��TeM #1 — x x x — Decorative Building Fencing 00, RR SPIKE FOUND ON THE SOUTH SIDE ® Storm Structure Number GREASE INTERCEPTOR /. OF PWP 16-161—A, ±50' SOUTH OF (SEE PLUMBING PLANS /�9 THE SOUTHEAST CORNER OF A BY REAL MECHANICAL) �O C.O. TYPE I GRAVEL PARKING LOT. ELEV = 861.87 (NAVD88) NOV 8T5111..7 III MATCH LINE �M #2 NORTH RIM OF SANITARY MANHOLE ±40' WEST OF PWP #6-161—A ELEV = 861.13 (NAVD88) FI rn IRa' /FOR CONTINUATION SFF SHFFT 0111 =4zi No. 890258 W STATE OFYN/�\ DIA /l/111111101111\ �0 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) 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: � F� zzd d Q 4477.004 co c� CHECKED BY: CD z SHEET TITLE: `� DRAWING FILES: E-, E Z C XREF: T:\4k\4477\004\dwgs\4477004BS.dwg A XREF: T:\4k\4477\004\dwgs\4477004—DEMO.dwg XREF: F:\TSC—C3D\Blocks\Seal—das-dwg XREF: F:\TSC—C3D\Blocks\9G—DAS.dwg SHEET NO.: (cn� 0 z C) a w Q4 wx a w �D z w� C_.�)Q S � Q F4 oZ I—� E-1 w C F w E- co rn DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: UTILITY PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C109—Cl12.dwg XREF: T:\4k\4477\004\dwgs\Title1.dwg XREF: T:\4k\4477\004\dwgs\4477004BS.dwg XREF: T:\4k\4477\004\dwgs\ROUND—ABOUTdwg XREF: T:\4k\4477\004\dwgs\4477004—DEMO.dwg XREF: F:\TSC—C3D\Blocks\Seal—das-dwg XREF: F:\TSC—C3D\Blocks\9G—DAS.dwg SHEET NO.: (cn�