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HomeMy WebLinkAbout22E m M I W -, Y Know When below. �I Call before you dig. 0 30' 60' 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB AND 2' CHAIRBACK CURB ARE TO THE FACE OF CURB. 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING 1. TO TO HIS PHASE OF WORK. IT SHALL ALSO BE THE STORM SEWERS: CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF HAMILTON COUNTY SURVEYOR THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR ATTN: GREG HOYES EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR ONE HAMILTON SQUARE, STE 188 SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF HAMILTON COUNTY JUDICIAL CENTER ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE NOBL.ESVILLE, IN 46060 PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR (317) 776-8495 RESUMED. 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. Iryan.hartman®ctrwd.org STANDARDS FOR WORKER SAFETY. it I III WATER SERVICE: 6. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE N CARMEL UTILITIES PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY II lu ATTN: JOHN DUFFY U III III COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED III III 760 THIRD AVENUE SW PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF CARMEL, IN 46032 W III 111 Wjduffy@carmel.in.gov III III SERVICES. I (317) 571-2442 jduffy®carmel.in.gov 7. SERVICE WALKS SHALL BE CONSTRUCTED PER DETAILS 6 & 7 (/� J III III ON SHEET C803. W =.....'.._.... it II ELECTRIC SERVICE: Ld C-)_' 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 ' AND NORM SCHOTTENHORST WITH A POSITIVE OUTFLOW. 1230 WEST MORRIS STREET INDIANAPOLIS, IN 46221 fl 9. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET INDIANA (317) 261-5497 (DAN) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY III i ,I Z it I I I (317) 261-5277 (NORM) STANDARDS. I it dan.davenport@aes.com it z 1111 !i i � I I I I �jll GAS SERVICE: 10. CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS U 00 iVECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE 000-�° ATTN:CHUCK SHUPPERD COLLEGE PARK CHURCH" PREPARED FOR THE ASPEN GROUP BY I Ilu �P.O. BOX 1700 p \ I I 1111 TERRA SITE DEVELOPMENT, INC. PRIOR TO THE START OF L°pO I I L I I NOBLESVILIE, IN 46061-1700 LL_ CONSTRUCTION. jgl I I SII (317) 776-5535 °00/ °°° `I IIEII cshupperdOvectren.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). 1111 I II ° BRIGHTHOUSE NETWORKS ° ATTN: JASON KIRKMAN Q 112. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. ° / III II 3030 ROOSEVELT AVENUE SEE ZONING ORDINANCES FOR EXACT INFORMATION. \, INDIANAPOLIS, IN 46218 dilp ° ° z u i i i ill (317) 632-9077 EXT 291 1111° 632Q II II �son@kirkman@mybrighthouse.com 13. SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING ° III ° DIMENSIONS AND EXACT LOCATIONS AND SIZES OF UTILITY FIRE HYDRANT 1111°it STREETS: SERVICE LINES. ' e III I I II HAMILTON COUNTY HIGHWAY DEPT. III III PRAYER PATH 0 III I II ATTN: DAVID LUCAS 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE LIGHT POLEG r l ° III i II 1700 SOUTH 10TH STREET may` r 629 c°i III _ u NOBLESVILLE, IN 46060 PAVEMENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB 0 �' III I II (317) 773-7770 INLETS. ♦�o rr LIGHT POLE 1111° ¢ it i [ ii y •9 david.lucas�hamiltoncount In ov r m ° III I u 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM c,°i �c� FIRED T. CON,' 630 W III it II BUILDING/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR C5/ �P (F.D. cn II 1 I III 6 628 �` ELEC IC �r 11110 o III III 11 DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER O' H HOLES 651 I °I ii SIDEWALKS SHALL DRAIN 2% AWAY FROM STRUCTURE. rr 6 III ,:lu „ 1100 III I _III 16. SOURCE OF TOPOGRAPHY INFORMATION: COLLEGE PARK A CHURCH TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER / 652 I �� E I I II CORPORATION, NOVEMBER 19, 2009. F / LIGHT POLE III I `II / 1111° iii ' I I u III I I ° 17. ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE G LIGHT POLE -� III III FULLY BACKFILLED WITH GRANULAR MATERIAL. ti F / \ III 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED TO THE �G c �• ♦6. C5c�°, / III SATISFACTION OF THE CITY AND THE CHURCH. V� J� �,. \ ��' F / ♦♦`SAO �o rr / II � III h �� \ �/C ♦ ♦ ' / I If III Gyp.'` _� LIGHT POLE,,, `♦6b / / LIGHT POLE III I I u IL I A II TYPE III �yc� c°�c '�o'' ♦ss� / / / ii I III Existing Sanitary Sewer ` �' III \ - ' III �4 - 10 SSD Existing Storm Sewer / III wr-- II I 1111r ♦ �� 1, � gPV, /\ o III I u _, -; - - Existing Fence pLIGHT POLE I 11I gI III ♦ ° (Miy� , �✓ III III ® ® ® Prop Storm Sewer Structrs FUTUR °�° ��° ' '°' `♦ �5r C.O. F III III Proposed Storm Sewer ° " SII - ------ Existing Electric Line 1 / EXP A r' ss ♦ ', , `' TYPE III `. , ' ° ��' ♦ r �� 6� C9 0 646 / III F III Existing Telephone Line ORIGINATING BENCHMARKS: �� TBM #60 Existing Water Line s roe �° God TYPE I INV 848.7 * ��� `� / ; ; II (FROM HAMILTON COUNTY BOARD OFF Existing Force Main `° ♦ / ° :III # ' / ; II II °I COMMISSIONERS W. 96TH ST PLANS) ° g E Underground Electric Line 21 L F OF 6" PVC \ III I I I u DG� � THE MOST N. BOLT ON FIRE HYD. S. LATERAL ®1.00% (MIN) ,%° / / I u I I III SIDE 96TH ST. @ HSE #2562 T Underground Telephone Line C.O. %`' / / iil I I e; lu PROPOSED BUILDING ELEV = 862.45 (NAND 88) I 3 III c Gas Service Line a ���' ♦♦ 6' TYPE III §II It o r E ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS `♦ `r�Sp ' fie. 0 TBM 1 w Water Fire &Service Line III I I I ° iii i li Ii ifi t (FROM HAMILTON COUNTY BOARD OF FFE-863.70 ♦ THIS INVERT IS THE 200 LF OF 6" PVC OF ` LIGHT POLE ° I I I III COMMISSIONERS W. 96TH ST PLANS) w Fire Hydrant LOWEST AT MINIMUM PIPE LATERAL ®1.00% (MIN�,'�� - 6 -SSD ' ♦ �cp�G II Iii MINE SPIKE W/ WASHER IN PWP SLOPE. CONTRACTOR TO #6160-B ON S. SIDE 96TH ST & E. - - - - - - - - - - - - - Subsurface Drain (SSD) 5; VERIFY INVERT ON rr Ss0 MECHANICAL PLANS AND �' 8° S ♦ Vol / o I ; 1 OF DRIVE TO WATERBURY APTS. II , t" ADJUST ACCORDINGLY. , so ♦'% / 1 j I ELEV = 859.62 (NAVD 88) - x -x-x- Decorative Building Fencing 000 Storm Structure Number -. � ♦ �/ I I � 5-11 � ♦♦♦�' m I II I 1 tI TBM 1 d 5 LF ♦ 8 c ♦ 6'� .0 5,' N I I I I I 1 u RR SPIKE FOUND ON THE SOUTH SIDE :PTOR ��°lid ♦ `♦ °�'C' �, ♦ / `S'SO ` 645 r o = I I I III OF PWP #6-161-A, ±50' SOUTH OF PLANS T� `♦ �9 S ♦ I N I d- THE SOUTHEAST CORNER OF A 9 ♦ Gr `IO ♦ ¢ i 1 it GRAVEL PARKING LOT. .NICAL) 'p0 ♦♦ > 6 `�' G LIGHT POLE/ 5°♦♦ o I I I 7 II ELEV = 861.87 (NAVD88) �`♦ ° AGc IN 46. C.O. C� �o Ss♦ j i li li ii TBM2 ♦\ + 5`' ' TYPE III SRWCf LINE LIGHT POLE 0 11( 11 I III # �o r' \ MAT H LINE _ III, u I III NORTH RIM OF SANITARY MANHOLE r G ±40 WEST OF PWP #6-161-A FOR CONTINUATION SEE SHEET C109 Qvc °i G I III III ELEV = 861.13 (NAVD88) �,__ I 649 I I III III -, III IINnFR(:Rf111Nn '%_ I S. 114 s =a No. �= E�' 890'258 W= 0 : STATE OF %011,1 �I'{II►'i1����\\ 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. if © COPYRIGHTED BY THE SCHNEIDER CORP. (2009) IC44101 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 Landsceoe Architecture Transportation Engineering DATE: � zz� d 4477.004 co CHECKED BY: CD z SHEET TITLE: U= PLAN DRAWING FILES: E H z C XREF: T.\4k\4477\004\dwgs\4477004BS.dwg d Q XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC C3D\9locks\Seal-das.dwg XREF i\TSC-CW\8locks\SIG-DAS.dwg SHEET NO.: Q z O a (� ..3 �24 W x o d P � z w w � w T E"S C) A � A w o Z '-' E- E- Q I� F" w E- M rn DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: U= PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C109-C112dwg XREF: T:\4k\4477\0G4\dwgs\Tde1.dwg XREF: T.\4k\4477\004\dwgs\4477004BS.dwg XREF: T:\4k\4477\OD4\dwgs\ROUND-ABOUT-dwg XREF: T:\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC C3D\9locks\Seal-das.dwg XREF i\TSC-CW\8locks\SIG-DAS.dwg SHEET NO.: