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HomeMy WebLinkAbout19L ri Ec- oo N ai H 0 o_ O 00 -P � 11 IC805 I N 0 M to 00 FOR CONTI I I I I I I f� I} ( 856.40 INV 656.28 I -__-- _-_ I 00 I I I I 0D J I I 00 I � I I IIA � i% N oo OF 21' RCP SHEET -1G1 130' OF 30' RCP NORTH DRY BASIN 100 -YEAR STAGE=860.56 N 867.2`. cn 00 I a�. 20' OF 24" 665ouu.59 / �':. - % 86534 , /r 863.53 86353 - MATCHLINE '``if:OE 24' RCP 865 6s �o866.26865.5.76 / 663.70 , ' . / 38 86 F /865.97 866.09 866.70 866.26 865.47 865.59 866.20 865.76 866.21 DE BREAK " ` 86660 < <O� _ W Y K IVw w t,s below. t 666.41 ;` 865.71 GRA, P SI ON f , '� I Call before you dig. • -~i '...., f if ` 8626 R 62 865. 4 *" '�•� � PROPOSES\BUILDING / 865.58 865.52 �&� 665.02 c}4 ° 1. AL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB 633 7' OF 24' RCP -` Np SEE ARCHITECTURAL PLANS FOBUILDIN�IENSIONS o 30 60' , as5so8620 R AND 2 CHAIRBACK CURB ARE TO THE FACE OF CURB. 865.40 FFE=863.70 865.21 864.71 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO / ! ` 863'68 VERIFY AL EXISTING UTILITIES AND CONDITIONS PERTAINING 865.62 634 �6 { Q � , � Ff CPI86 81' OF 21' RCP .3 a+ A I a fir, A - _ � \ C0 854.44 INV 864 0/ \ a CP 1 \ CP- C, ,sem \\ 853.9 FL m � 9 � 85j C1, C41I 853.6 R \ W N f \ n 0 31' OF 18' RCP 853.2 A 85280 INV 853 1N 617 860.64 TC a N ! • rn WEST DRY BASIN s1s _ 37' of 8' c 100 -YEAR STAGE=858.10 853 TOP OF BANK=859.70 - 8SA 1 858 55 sR 1+6363 856 857 'rwi 11A� � s 10' ASPHALT PATH ' u r fl ._x, , €k r k„Sjtt : ` j - ' 861.91 861.41 ------ --------------------------------- --6 - - -� - - - ----------- 861.49 - ` 861.13 30.66 860.63 TO HIS PHASE OF WORK. IT SHALL ALSO BE THE ' D •• / �� : 863.68 863.62 \ .w ,� 06 �� �� r- s CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF 863.82 ' STORM SEWERS: THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR /�' 863.32 / \ `��• HAMILTON COUNTY SURVEYOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR �b 864.16 6.5 66220 rc ��-. = ATTN: GREG HOYES SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF 863.66 l> C;� ' `' 'f 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 3. 863.06T 86266 • - 86267 NOBLESVILLE, IN 46060 RESUMED. ,s. • 863.82 \ 86216 - : • :'.- t' � � M1'� ° `. o� 862 (317) 776-8495 O 863.32 3 86289 Bs213 63 9)1 86273 t 663.70 663.70 Greg.Hoyes®hamiltoncounty.in.gov 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH B6239 LOCAL GOVERNING AUTHORITIES. ��� �C 86265 86226 !� 86257 . • _ - • -- m� -�'•:.�:::�'- SANITARY SEWERS: i 86215 861.76 ! 86207 ��:`$,'- • 663.08 as2s7 ):" 47 _ CLAY TWNSHP REGIONAL WASTE DIST. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO 86312 2 r, 861.63 86284 dVq' -:' - ,� • as3ao i ATTN: RYAN HARTMAN CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. j o 86234 1 863.25 : co ! 'i'q ! Bs292 ' a;, :� �' r' •"-.;r..- 10701 NORTH COLLEGE AVE, STE. A ! ! 86242 ` 863.16 :'' ,',•-%<`" `-' x INDIANAPOLIS, IN 46280 5. AL CONSTRUCTION ACTIVITY ON THIS SITE TO BE i86253 � ..-�. ✓. �� ..-. �_ :-. ! f f y' .-•. :; as37o ( ) PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. 861.96 86239 86203 ! 86244 ' •p ..' k ' - ' • 317 844-9200 B6t4s ,' sslss 86251 863.01 , .; 'E' `�.�-:• ryan.hartman®ctrwd.org STANDARDS FOR WORKER SAFETY. /86228 ! 86251 861.78 86301�sT f 863.70 /� 86257 ss24a 66251 y �� WATER SERVICE: 6 E SIZEAND LOCATION OF EXISTINGUTILITIESSHOWN ARE esus ,� : / � � �•= : - ..- .. . • • PER INFORMATION CPROVIDED BY THE RESPECTIVE UTILITY R X1.21 TC 635 86207 862 , x ► :: ; .. VEOLI A WATER 863. 66370 ATTN: JENNIFER MARLETT COMPANIES. AL UTILITY COMPANIES SHOULD BE NOTIFIED # 86233 / < .. '..... . ` 66267 • : •, PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF / 861.83 861.89 866 39 86217 8625 =:.� -.y _ ;*•. 1220 WATERWAY BLVD. �\ ��. 863.12 INDIANAPOLIS, IN 46202 SERVICES. a'94 = ' ' (317) 263-6336 f' / P� • 862n '� _ 86257 F� ::• es . _ 7. SERVICE WALKS SHALL BE CONSTRUCTED PER DETAILS 6 6667 86207 86263 - -- jennifer.marlett®veoliawaterna.com 861.66 , 8�6i 99 �- 86243 �0�i I : 14. 86265 \ & 7 ON SHEET C803. t a, PO/ 863.12 86231 ELECTRIC SERVICE: v" 86211 \ a vim, 86256 r 86161 86..8, 863.15 8. ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED cv C1 INDIANAPOLIS POWER & LIGHT CO. 86265 tiff ° ` as223 ATTN DAN DAVENPORT SHALL BE 11ED INTO THE PROPOSED STORM SEWER SYSTEM \`861.33 TC r 86213 862' � 862ao 86259 AND NORM SCHOTTENHORST WITH A POSITIVE OUTFLOW. n 861.63 86207 : -x'.. / 86245 / P �" 1230 WEST MORRIS STREET 86354 _ 636 86237 86195-___\,� $6 86233 INDIANAPOLIS, IN 46221 9. AL SIGNS AND PAVEMENT MARKINGS SHALL MEET INDIANA - - - - - - T T 861.87 861.83 86243 :�D A1C\ % tv"V` 66,.56 �� t r°_ - 661 s3 : • ' (317) 261-5497 (DAN) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY - - - - - - `� \ 86226 (1 V as245 .' STANDARDS. ss2 ¢ . (317) 261-5277 (NORM) q\� 861.95 ss2 220 861.73 dan.davenport®aes.com %0 9�F �ry 6�s2os / 1.70 \ 861.51 .' 861.23 $o 10. 86217 r _ 861.01 F f GAS SERVICE:CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS 862 861.96 86220 •94 _ VECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE a `� U 861-70 •44 - ATTN: CHUCK SHUPPERD "COLLEGE PARK CHURCH" PREPARED FOR THE ASPEN GROUP B 4 ` 1.03 86o.7a 860.69 P.O. BOX 1700 TERRA SITE DEVELOPMENT, INC. PRIOR TO THE START OF 863.07 a622s 0 P 53 860.28 \ X019 NOBLESVILE, IN 46061-1700 CONSTRUCTION. `860.73 (317) 776-5535 cshupperd®vectren.com ` 11. AL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% 860.06 CABLE SERVICE: (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). 859'56 LL =- BRIGHTHOUSE NETWORKS �F 859:336 656'81 859 ATTN: JASON KIRKMAN 12. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. e5s.31 3030 ROOSEVELT AVENUE %-� &58.60 INDIANAPOLIS, SEE ZONING ORDINANCES FOR EXACT INFORMATION. 78 658.40 IN 46218 11 Jason@kirkman@mybrighthouse.com 637 e6250 Tc `�\ 3°t \\ CP 7 85828 (317) 632-9077 EXT 291 13. SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING ��` a 8. 6 56329 , 85e.76 858.95 DIMENSIONS AND EXACT LOCATIONS AND SIZES OF UTILITY T T SERVICE LINES. / j 7.89 TC `p ��� / HIGHWAY DEPT rn � 858 26 885- HAMILTON COUNTY a ATTN: DAVID LUCAS 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE \ `� / 85856 8 1700 SOUTH 10TH STREET PAVEMENT, CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB ` 858.20 ass os NOBLESVILE, IN 46060 INLETS. oa C,p (317) 773-7770 cA �qOF 8'S9 david.lucas®hamiltoncounty.in.gov \ O•p �' `, __,k ,{ {' K7.2"15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM I 9 863.14 ,, \ F9 � \, BUILDING/SIDEWALK.HAL N A BARRIER ORe5z GRAD00` 857: DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER SIDEWALKS SHALL DRAIN 2% AWAY FROM STRUCTURE. B63.62 U 16. SOURCE OF TOPOGRAPHY INFORMA11ON: "COLLEGE PARK ` CHURCH TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER Rqp �`� �' o� w CORPORATION, NOVEMBER 19, 2009. G 608 ' 860.09 TC W 17. AL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE 32r \•� ��' / 143' OF ` RCP W FULLY BACKFILLED WITH GRANULAR MATERIAL. t�GQ 860.40 r W 862..,, 18. PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE c��\ 1�6 f { (D DURING CONSTRUCTION SHALL BE REPAIRED THE ' SATISFACTION OF THE CITY AND THE CHURCH. 6 F 19. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE F` \ PERMITTED WITHIN THE RIGHT-OF-WAY. 6S 861.30 0O 11N Tr DOTa qla 859.60 r1o, O Existing Sanitary Sewer OID n 853 S� 6,p�q�\ `i ` GRADE BRE _ - - 856.6 - Existing Storm Sewer - e5230 INV _....._.Fence 85894 A� EAST DRASIN s _meq BREAK } Y B Existing Tree Line 100 -YEAR STA0E;.85741 soy g61 sso-7s I w i TOP OF BANK=859.20 / m �--- _- -ORIGINAl1NG BENCHMARKS: Existing Contour 32' OF�'18" RCP !' I - 860.64 TC I� 604 'DIM TBM #60 �-' 000 - Proposed Contour 85224 INv / 8359.41 I _ 860.06 TC _ 860.25 244' of (FROM HAMILTON COUNTY BOARD OF _ _ _ - _ _ _ I 852 h5 RCP- COMMISSIONERS W. 96TH ST PLANS) ® ® ® ® • Prop Storm Sewer Structrs _ 3 860.60 119' �0 96 ( ss s58.7a ATE ' 857.76 TAE ;� m - THE MOST N. BOLT ON FIRE HYD. S. 615 614 ---� eso.lo aso.4s 660.46 40 SET BA( SIDE 96TH ST. ®HSE 2562 P C805 I , 7 Storm Sewer ` _; es 2 I .-. � aso.n -�- # se 40' SET BACK ��� - 3os, E j ELEV = 862.45 (NAVD 88) 000 Flow Line L' - --__ 860.10 ( ; 8,52 8516 R " 605 859.60 861 860.89 861.37 es,.z4 W a -- - M #61 000.00 New Pavement Grade TB 861.33 858.26 - aso.3s -86067 860.74• 859 e577s ATE (FROM HAMILTON COUNTY BOARD OF All 854 0 Other Finish Grades 855 �I � , �� �-°° , - , ~� ������, �, COMMISSIONERS W. 96TH ST PLANS) • 856 ' BR 857 858 8'59 START OF 10' ASPHALT PATH _.,::�;X. = ONC. WALK (TO f MINE SPIKE W/ WASHER IN PWP E 0.00 Gutter Grade rade 0 of Curb DE 96TH ST & ooa.oa u er 3066 860 861 ADJUST CASTING - ATERBURY APTS. #6160 B N TO MATCH PATH - - 862- ELEV = 859.62 (NAVD 88) Flow Arrow 10'_=ASPHALT PATH F F E 000 0 - 10' ALT P -Al _ . . + ,- � _- M 1 - Finished Floor Elevation 3a.- 861.78 RR SPIKE FOUND ON THE SOUTH SIDE _ F 1:� �. _ 86,.28 - a WP -161-A t5o Soulli of 000.0 ME Meet Existing Elevation _ ,. 1 �,% 0 86239 vII,,1,, _� QF P g T _a 861.86 �. µa- : LL - THE SOUTHEAST CON 000.0 Fu Flow Line Elevation yGRAVEL PARKING LOT. ----------- J" -=_=-_-.y _=_-= m------�___ _ _ _ -_= -_ -= ELEV = 861.87 (NAVD88) Indicates Flood Routing ----- -_---� -- -- _ - - ----- - - - - -- - -. m.....- ---- ----- 86207 -__._.._. _ .... 86230 IBM 2 18 ; 861.80 861.57 # NORTH RIM OF SANITARY MANHOLE - x x x - Decorative Building Fencing ROTATE MH CONE SO THAT CASTING IS OUT OF PRORGSED CURB LINE ±40' WEST OF PWP 161-A AND ADJUST CASTING TO MATCH PROPOSED PAVEMENT OR YARD GRADE _ O Storm Structure Number - _ - - - - - - = ELEV = 861.13 - _ _ _.... --_-- =-- - = - - ..... __ f� �:yr_ _-- ------------ -- -� _ - - --- G" -<L 'a No. 890258 LA-►_ STATE OF 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 PROS 12/18/09 4477.004 co CHECKED BY: O z SHEET TITLE: o DRAWING FILES: T:\4k\4477\004\dwgs\C105-ClO&dwg H XREF: T: 4k 4477 004 dw s 44770048S.dw XREF: T.\4k\4477\004\dwgs\ROUND-ABOUT.dwg XREF: T.\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C30\Blocks\SeGI-dos.dwg C) SHEET NO.: A Q z O a W Z W E- z � � A w o O az)�' w x F � rn DATE PROS 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: T:\4k\4477\004\dwgs\C105-ClO&dwg XREF- T:\4k\4477\004\dwgs\Tfle1.dwg XREF: T: 4k 4477 004 dw s 44770048S.dw XREF: T.\4k\4477\004\dwgs\ROUND-ABOUT.dwg XREF: T.\4k\4477\004\dwgs\4477004-DEMO.dwg XREF: F:\TSC-C30\Blocks\SeGI-dos.dwg XREF: F:\TSC C3D\Blacks\SIG-DAS.dwg SHEET NO.: (C 1®7