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HomeMy WebLinkAbout23E m LL_ E 0 a� 0 IL L011 FOR CONTINUATION SEE SHEET C112- - - ;/ ; / `�/ %`\ INV 851.7 .1 0 ��' MATCH LINE • 6' SSD ! � - � 1 1 • , !o/ ° FU TU R Know what's below. a � \ 3 / \` EXP SION I Call before you cog s24 °°° 10 , UNDERGROUND ` °°° ...... / ELECTRIC LINE PROPOSED BUILDING I 6 Im ° s23 633 �'� 0,� SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS 0 30' 60' 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB 1 ° I , \64 4 5� o `� FFE=863.70 AND 2 CHAIRBACK CURB ARE TO THE FACE OF CURB. / �. s 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO ° �yQ�, E G `rs0\�\ ��0,�' `s� VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING 8 1 634 •% 'LOQ• \ \ ° /-� TO HIS PHASE OF WORK. IT SHALL ALSO BE THE 10 5`' �F V 'pG s \ �i CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF ,/ �y �0�,� c�ti ���^ STORM SEWERS: THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR 1 / ELECTRIC ` q'1'l O� c� �\o/' pv� ��� HAMILTON COUNTY SURVEYOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR I !FA q r75 ATTN: GREG HOYES SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF 6" SSD 1 HAND HOLES yob r � o��,` \ ONE HAMILTON SQUARE, STE 188 ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE �q F / G \ NOBLESVILLE, HAMILTON WIN 46060NTY 1CIAL CENTER RESUMED. ° 1 �y �. li,�, 0 PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR 1 ° 'PF (317) 776-8495 \ �s, �� Greg.Hoyes®hamiltoncounty.in.gov 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH I �, T� LOCAL GOVERNING AUTHORITIES. SANITARY SEWERS: o i F�Fl 8' CONS �,, \ `\ 6'4 6" SSD CLAY TWNSHP REGIONAL WASTE DIST. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO W `Ss`\ \s ATTN: RYAN HARTMAN I� 10701 NORTH COLLEGE AVE, STE. A CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. I INDIANAPOLIS, IN 46280 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE (317) 844-9200 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. ° 1 / ` /'O `63 C' \ ryan.hartman®ctrwd.org STANDARDS FOR WORKER SAFETY. 8 1 6'� o ,� CC F UNDERGROUND \ Ss� �/ cko \ 1 a / ss; \ i �o ELECTRIC LINE \ / �q �' - " WATER SERVICE: 1 l 6 SSD 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE c,0/' 1 CARMEL UTILITIES PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY �pC5 ATTN: JOHN DUFFY COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED T , b 760 THIRD AVENUE SW PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF W o / _� CARMEL, IN 46032 SERVICES. " (317) 571-2442 6 -SSD __-- jduffy@carmel.in.gov 7. SERVICE WALKS SHALL BE CONSTRUCTED PER DETAILS 6 & 7 ELECTRIC SERVICE: ON SHEET C803. � � o \`\ / INDIANAPOLIS POWER & LIGHT CO. 8. ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED ATTN: DAN DAVENPORT SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM LIGHT POLE \ AND NORM SCHOTTENHORST WITH A POSITIVE OUTFLOW. LIGHT POLE / / ' 636 ` T 0 1230 WEST NDIANAPOLIMORIRIS STREET \ `y 21 9. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET INDIANA 1 (317) 261-5497 (DAN) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY (317) 261-5277 (NORM) STANDARDS. don.davenport@oes.com LIGHT POLE F '�'O�. GAS SERVICE: 10. CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS VATTN: CHUCK ECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE .. SHUPPERD "COLLEGE PARK CHURCH" PREPARED FOR THE ASPEN GROUP B POBOX 1700 UNDERGROUND NOBLBOX 17 IN 46061-1700 CONSTRUCTION. TERRA SITE DEVELOPMENT, INC. PRIOR TO THE START OF W z ELECTRIC LINE (317) 776-5535 620 � / / � cshupperd@7ectren.com 11. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% 1 / / F CABLE SERVICE: (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). BRIGHTHOUSE NETWORKS ATTN: JASON KIRKMAN 1 61'\\ �O / / 3030 ROOSEVELT AVENUE 12. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. j 6637` LIGHT P LE , SEE ZONING ORDINANCES FOR EXACT INFORMATION. Q F INDIANAPOLIS, IN 46218 a i \ / / \ 3 , �p l (317) 632-9077 EXT 291 6 5 joson®kirkman@mmybrighthouse.com 13. SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING `off 0 5`'�/� 6''\\ CO DIMENSIONS AND EXACT LOCATIONS AND SIZES OF UTILITY STREETS: SERVICE LINES. c`HAMILTON COUNTY HIGHWAY DEPT. 611 \�' ss ATTN: DAVID LUCAS / LIGHT POLE / / s `��'/' 3 \ / 1700 SOUTH 10TH STREET 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE `O ' / ����£` NOBLESVILLE, IN 46060 PAVEMENT, LE SENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB / (317) 773-7770 *11. david.lucas®hamiltoncounty.in.gov 15. BUPOSITIVE DRAINAGE A ILDING/SIIDEWALK. GRASSSHALL 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 z",6 ",j CHURCH TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER soa ' / 3� w CORPORATION, NOVEMBER 19, 2009. LAJ ° \ ° ' \ 6'; / 17. ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE LIGHT PO �' \``r`r0 / � / L�,�� \` / / `\ 6,; W FULLY BACKFILLED WITH GRANULAR MATERIAL. 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE ° ` / DURING CONSTRUCTION SHALL BE REPAIRED TO THE 3 / 609 / O I/ ¢ SATISFACTION OF THE CITY AND THE CHURCH. 40 F- \0 - s Existing Sanitary Sewer o��, / Existing Storm Sewer % o I / / / / ...... - 4 9 --- Existin Fence ° ` / A. o' LIGHT POLE / / / ® ® ® ® • Prop Storm Sewer Structrs \\0 B Proposed Storm Sewer ° sol ��� -- -- -- -- - Existing Electric Line °°° o ' o��� Existing Telephone Line °°o •�``` I / / �= i 3C OBRIIGINNAONG BENCHMARKS: v -s Existing Water Line Ti615 LIGHT POLE o so4 _ _ _ _ _ (FROM HAMILTON COUNTY BOARD OF Existing Force Main ------ °°°�-J ! -'- COMMISSIONERS W. 96TH ST PLANS)- - o°o °°° ,� 1 E Underground Electric Line \ _ _ _ _ _6 SSD _ _ _ _ _ _ _ _ _ _ _ _ _ _ 614 --�,-, 6 000 SSS -.., 40 SET BA( THE MOST N. BOLT ON FIRE HYD. S. g °°° SIDE 96TH ST. 0 HSE #2562 T Underground Telephone Line 40' SET BACK °°°\`,, °p° _ E 3 ELEV = 862.45 (NAND 88) c Gas Service Line 40' SET BACK�;° -®� I. -soy TBM #61 w Water Fire & Service Line " (FROM HAMILTON COUNTY BOARD OF --------------- --------_ 6_. 6" SSD T = w -`� , COMMISSIONERS W. 96TH ST PLANS) w Fire Hydrant START OF 10' ASPHALT PATH: EX. CONC. WALK (TO f MINE SPIKE W/ WASHER IN PWP #6160-B ON S. SIDE 96TH ST & E. - - - - - - - - - - - - - Subsurface Drain (SSD) ADJUST CASTING _ - - - - - - OF DRIVE TO WATERBURY APTS. TO MATCH PATH �-.u._ - - . Wry ELEV = 859.62 (NAVD 88) - x x x - Decorative Building Fencing POWER POLE TO BE MOVED 10' ASPHALT PATH I - - - - TBM #1 00o Storm Structure Number 10' ASPHALT PATH FROM PAVEMENT AREA _ - - 10 ASPHALT PAl a r t' PART OF COUNT` T, - - Ned-.._. „._., -:. - -161-A OF RR SPIKE FOUND ON THE SOUTH SIDE _�� �. :,.,.,,, : � � ,a: , k ,� � �,,-1 ,� ����; OF PWP, 150 SOUTH ' FA : ..mb=a -_ _ THE SOUTHEAST CORNER 0 _ 3 GRAVEL PARKING LOT. w _ ------ - - --------- ---- _ _ -- -- _---- -: �- ELEV = 861.87 AVD8 ) - ----- ---- ___..--- - __ --------------------- - - - - _....._ --------------------- ----- _ .....- .T8M #2 NORTH RIM OF SANITARY MANHOLE ROTATE MH CONE SO THAT CASTING IS OUT OF PROPOSED CURB LINEi 140' WEST OF PWP #6-161-A ADE. I YARD GR _ u_.m--- == AND ADJUST CASTING TO MATCH PROPOSED PAVEMENT -OR - - - - - - - - - - -T_ = = _-� _ _ _ _ - _ - - _ ELEV 861 13 (NAVD88) W 5 -- LU L LLjz J M Co p U 2 � Q Z w z v w � � w �CL C) p N �aW U U Lj � U p 0 C)4o Cn eq Woo G�5•TEi? No. 890258 W= STATE OF J' HDIA .. 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 � z�z d 4477.004 c\2 T 1 O z SHEET TITLE: UTII.ITY PLAN DRAWING FILES: E F � XREF: T:\4k\4477\0G4\dwgs\4477004BS.dwg d Q XREF T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-CM\Blocks\Seal-dos.dwg XREF: F:\TSC C3D\Blocks\SIG-DAS.dwg SHEET NO.: z � 0 z 0 a 0.' � < O >J z W E- � w � E -- C) oZ Z � W � O co W E- M rn DATE PROJECT 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: UTII.ITY PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C109-C112dwq XREF T:\4k\4477\004\dwgs\TiUe1dwg XREF: T:\4k\4477\0G4\dwgs\4477004BS.dwg XREF: T:\4k\4477\004\dwgs\ROUND-ABOUT.dwg XREF T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-CM\Blocks\Seal-dos.dwg XREF: F:\TSC C3D\Blocks\SIG-DAS.dwg SHEET NO.: