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HomeMy WebLinkAbout17In o_ 0 +: 0 >, 0 3 v 00 o_ U I LL i o_ U 0 rn 3 -0 I-, t- o 0 r- r - i 6 0 z I M� 00 12 N 6 0 0- 0 N Q Q 6 0 0 0 FOR CO -11 - ATION SEE ET C106 i'=j`_ I_ Q0 00 PROPOSED B ILDING ARCHITECTURAL PLANS FO BUILDING DIMENSIONS FFE=863.7 863.70 .. :rt _11 I 863,47 :� I . • 863.70 860.49 TC i.e ... .. ..� i A .. ✓ d • ...�� X� -. •- 863.'70 / ....`• / / ��: / :t'�:'r� �e w 863.70/ / • / .. 1!-I:r - ;'_ : 861.37 86301 . • 863.70 I 6267 ,. t 6217 86251 • :•• :� ' : \ . o0 863.12 * ' •_ • �� 861.18 :':; z` - : 3 T �.. 86293 P - - ,'ti. �7 , 86243 1�j • .. 86295 t , / 7) r- \ �PO� / 863.12 •' t ` 861 `T / 863.15 •• , 86256 j' i �\ 86265 . ,. • - . . 86223 ri 86238 86 8886240 86259 O r` 86207 f. i' r662.45 ���P + 86 86233 : � \ I ;` U 4 861.96 \ / rO`I. '� 861.83 86243 .:�0 '''�, 1-__ /�Q`� 6;861.93 1 i l - \ W .m , W 86258 F t � 856. = - 862 86220 861.73 \\ (/)661.70 \ 861.51 861.23 861 \ W 96220 Li 861.64 C \\ :, ( ) 661.70 861.44 _ ... ,0..= 861.03 860.78 860.69; \ = \ 860.53 860.28 860.19 .. ' 86U.85 \\ O\ 1® / 143' OF , RCP 5.20 `<:,. 11, ,, �Vz KT, C' \�� & & 'f X95 0 \_ _ _ GRADE BKt _ - , 858.94 YE _ 1,�rN\ I " 711, 244' OF 15CP 856.74 YE 857.76 YE 40' SET BACK - \ N 357.27 356.77 857.16 &66.66 85', a �,v �--,�11111Le .... �..... - ..T-- "BIKE PARKING AREA J (8 STALLS -4 U -RACKS) CORE DRILL INTO EX. CONC. �. 859.95 859.53 / e�0i f h�, 85.1 hL ,.� I 5270 859.90 860.07 DDS+ 7 w l °p I I I( )1 I I �? I E\ 1220 659.40 959.57 859.10 �h r,r _ \'-1 , I II III A li LINE ( �. 861.12 \ 860.01 $59 85&60 r 1 860.85 � ` 859.39 f I III II f III 860.62 860.35 859.51 860.32 856.89 858.97 649 I III III I II I ' ' 11 • 6'0 859.52 858.47 854.901NV { I 1 , I11 II I fA I II 859.82 201 859.02 / / r 857.03 f, -ff G� • 862.30 7762 858.89 ` 1 II III 4' III 861.80 "` - 1 859.31 85&39 MAJ/TI '' A; ' If f I i ' 856.53 I II II I k I` I II Y ' 860.71 TC 860.51 S.- - ; R 860.10 858.81 858.37 __._..1` I $, III ii^ III IV IVW �I ISL $ iJ�iI�W. 860.01 `` ` - V�r = III _ I ill 6 _ 660.17 859.60 = ,..•.. 859.17 76 1 III I I I I III ,�•�, . !' � 859.67 $59 \._-- -_ p 858.67 ....I._ Op 7 856.74 ME 65 I 1 / , II Call before you `�. 860.00 858 2 '� T..- - lg. 858.22 858.24 ME 858.15 r' 85808 YE "' II �i III :; ' L'ON . At : '-' -' . - -___ Rcp r I 1 III - - e5s.5o III' 1 �L 861.25 • .. - -------- � c�� i--�-,.��-_.•l.l II III I III • •� ; 861.08 860.67 - :•: •4; '• . 859.03 - 1s0.20 ' '- 858.53 858.85 857.57 TC _ s h I = 1 I I I I j; III (L7fJ G1 1G 1 ® 11 1 860 ': - ; 858.35 858.58 - III I I u 59.15 860.03 860.16 ,` . -. 85b98 YE 857.98 , 4 si ME rt I 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB 858.08 7712 I O III IIIi III 1810 858.98 / �. - 858.48 is 11 j III II III , _z1 _ 65960 X13 0 30' so' AND 2 CHAIRBACK CURB ARE TO THE FACE OF CURB. p /�� . y:,' 857.93 \ 859.15 "' :. `' �RqD� 858.83 8S8 857.71 I { 85&10 ME 857.63 - I I I _ �j= III I: `..,., _ E 858.86 ' r ` 858.26 859 YE 858.93 eRfq'K 858.33 YYE 858.36 858.48 - I' III If 1 I . p I 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO �\ - 956.00 Ate„ 8 R '`t:,, 65850 858.43 YE GRADE BREAK 657.96 ; III I I III I 85079 YE 1 ,%� . I u 11 I I VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERT EXISTING BUILDING EX. FFE=858.70 �.r/'_ 860.73 ::' U D,ERGR UND _ _ _ < 860.23 $;- -• EPHO LINE _O5a -::) 856.40 a '°: 612 Z �Q 86006 .• :657.77 TC 856.21 l k !,_; w f ¢ 856.47 855.97 \ = 859.86 859.81 859.36 1__-1- 9 809 : ..> ~ !1 Q 859.31 _ ., .., \ r . .F' U - � 46 ` z P4 11) } e5& 90 85&1 fL , in-, �P 858.78 3 ' 858.28 � U) z 1 - �` ' © 858.72 859.27 858.53 _ I I = \ 858.22 858.77 F \ - r. - { I / 858.76 858 95 . / 858.34 YE , E I 857.89 TC 85&26 45 •: : x F / 85&88 85&49 857.76 . / � / 611 " A 85&38 I = 857.99 . •; ,, / 143' OF , RCP 5.20 `<:,. 11, ,, �Vz KT, C' \�� & & 'f X95 0 \_ _ _ GRADE BKt _ - , 858.94 YE _ 1,�rN\ I " 711, 244' OF 15CP 856.74 YE 857.76 YE 40' SET BACK - \ N 357.27 356.77 857.16 &66.66 85', a �,v �--,�11111Le .... �..... - ..T-- "BIKE PARKING AREA J (8 STALLS -4 U -RACKS) CORE DRILL INTO EX. CONC. �. 859.95 859.53 / e�0i f h�, 85.1 hL ,.� I 5270 859.90 860.07 DDS+ 7 w l °p I I I( )1 I I �? I E\ 1220 659.40 959.57 859.10 �h r,r _ \'-1 , I II III A li LINE ( �. 861.12 \ 860.01 $59 85&60 r 1 860.85 � ` 859.39 f I III II f III 860.62 860.35 859.51 860.32 856.89 858.97 649 I III III I II I ' ' 11 • 6'0 859.52 858.47 854.901NV { I 1 , I11 II I fA I II 859.82 201 859.02 / / r 857.03 f, -ff G� • 862.30 7762 858.89 ` 1 II III 4' III 861.80 "` - 1 859.31 85&39 MAJ/TI '' A; ' If f I i ' 856.53 I II II I k I` I II Y ' 860.71 TC 860.51 S.- - ; R 860.10 858.81 858.37 __._..1` I $, III ii^ III IV IVW �I ISL $ iJ�iI�W. 860.01 `` ` - V�r = III _ I ill 6 _ 660.17 859.60 = ,..•.. 859.17 76 1 III I I I I III ,�•�, . !' � 859.67 $59 \._-- -_ p 858.67 ....I._ Op 7 856.74 ME 65 I 1 / , II Call before you `�. 860.00 858 2 '� T..- - lg. 858.22 858.24 ME 858.15 r' 85808 YE "' II �i III :; ' L'ON . At : '-' -' . - -___ Rcp r I 1 III - - e5s.5o III' 1 �L 861.25 • .. - -------- � c�� i--�-,.��-_.•l.l II III I III • •� ; 861.08 860.67 - :•: •4; '• . 859.03 - 1s0.20 ' '- 858.53 858.85 857.57 TC _ s h I = 1 I I I I j; III (L7fJ G1 1G 1 ® 11 1 860 ': - ; 858.35 858.58 - III I I u 59.15 860.03 860.16 ,` . -. 85b98 YE 857.98 , 4 si ME rt I 1. ALL RADIUS AND OTHER DIMENSIONS FOR 6" STANDING CURB 858.08 7712 I O III IIIi III 1810 858.98 / �. - 858.48 is 11 j III II III , _z1 _ 65960 X13 0 30' so' AND 2 CHAIRBACK CURB ARE TO THE FACE OF CURB. p /�� . y:,' 857.93 \ 859.15 "' :. `' �RqD� 858.83 8S8 857.71 I { 85&10 ME 857.63 - I I I _ �j= III I: `..,., _ E 858.86 ' r ` 858.26 859 YE 858.93 eRfq'K 858.33 YYE 858.36 858.48 - I' III If 1 I . p I 2. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO �\ - 956.00 Ate„ 8 R '`t:,, 65850 858.43 YE GRADE BREAK 657.96 ; III I I III I 85079 YE 1 ,%� . I u 11 I I VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERT EXISTING BUILDING EX. FFE=858.70 �.r/'_ / "i 857.50L` -:4 d Q�j YE v�Q 1 857.00 / _ _ _ 857.04 856.54 YE\ �` z SHEET TITLE: 856.90 ME 0:� 856.40 =z Q l XREF: T:\4k\4477\004\dwgs\44770048S.dwg / YE . �e 856.71 O� 856.71 YE Q / 856.21 -/ 855.78 r 856.47 855.97 \ YE 855.93 11 855.84 �856.361 ` f\ -- / l 855-8.1 I" 7010,4210.00 10,HPA-11AI M1.14202a --g - ----- - t --_--r_ .: - - _r - -- r- -- ---- -- i_ � vRCE P . 1, _ nom, -------=--- {'- LEX - ONC. WA < (TO REMAI . •8, d a: _ - - _. � - -� 854.3r s -- - �_-..._.. a -- _. - __111-_- �_.. _ - - m--, _ ___ - -- w - _10 -ASPHALT PATH TO B A 11111 _ D AS _r _ _ _ _ ��s -_,T 856.01 =_ , - �- 855.51 4 _, 85 N , sa E 4 g56 BIKE PARKING - AREA (8 STALLS 4 U -RACKS) �f'O\ : F2': '� G � „,. fF .- ,4- \'111 `•.:tee :. .:,: �.. :.. OP I "PILAYGROUND YE 858.29 85829 858 5 958.75 I i ass -47 �'^ 11 III AINING 858.25 �E' ` II 855.97 {: III i' II [ I II U TO HIS PHASE OF WORK. IT SHALL ALSO BE THE I 11 I I CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF ,4 11 I I I II 1 - I F I i :' I f ' ,\ ,' I I STORM SEWERS: THE VARIOUS UTILITIES FOR PROPER STAKE LOCATIONS FOR __ , .,, ,£ 1 III I I I I I 857.61 Tc YE _ , I` , I II I I HAMILTON COUNTY SURVEYOR EACH UTILITY BEFORE WORK IS STARTED. THE CONTRACTOR `1 I ° I I Ili ATTN: GREG HOYES SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF v �-- l II ' �' `0. - ,, 19 ,, ^ ' I � ;I I iii a I' 1 it ONE HAMILTON SQUARE, STE 188 ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE ' I 1 - I 1 I ' I u 1= I HAMILTON COUNTY JUDICIAL CENTER PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR II a s 857.85 ME 11 Y U I pr i € I II I" III 060 RESUMED - 857.35 .-...-..._ `.' I p`, l .,, III II I E I III �, • NOBLESVI IN I I ; I u I I (317) 776-8495 ' �A a a f I, i II II " w �I / , I ° II III Greg.Hoyes@hamiltoncounty.in.gov 3. VERIFY SIGN LOCATIONS AND SIGN REQUIREMENTS WITH ;, -, \ " 857.51`- _ _ I III a III LOCAL GOVERNING AUTHORITIES. \ a II I ;, 1 III I I \ I 857.01 Y� I I o I' I II I I i� I u I SANITARY SEWERS: = a I Y III ? III II III I; : I III CLAY TWNSHP REGIONAL WASTE DIST. 4. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO \\ 11 5 II I, III Illi III .`; � � , III I I II ATTN: RYAN HARTMAN CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 858.1 I I1 I II I u I I I III AVE, STE. A 10701 N 07 NORTH COLLEGE ` ' �- 11 I I ' p III h I INDIANAPOLIS, IN 46280 5. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE B5&31 4 p _ j1 6 11 I li 1 1 658.36 - _^ (j,l I ; 11 { I I 111 (317) 844-9200 PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. 858.26 I J � p j � I I 1 ;t - r 857.79 E 857.94 d I 1 III{ll I 11I 11111 ryan.hartman®ctrwd.org STANDARDS FOR WORKER SAFETY. _ .• .� 857.44 YE , I 1 I I 13 I III I III ..ii,/' ' a II 1 I I I u 1 III WATER SERVICE: 6• THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE ' : 857:3388 YE `-- 1 _ --� j w lj, I ;E ` 11 �I . ° 11 ` I III VEOLIA WATER PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY a' � IN Il ill I F 111 ATTN: JENNIFER MARLETT COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED �_ ' 857.48 857.68 - 4 857.48 "`` ~�`=o II 1 �;, a lt 111 lI I 111 I 1 1220 WATERWAY BLVD. PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF 858.08 F` :. ! . , -) ,I I 1 /W R I J " p I �I 11 IIF 111 INDIANAPOLIS, IN 46202 SERVICES. '' 857.48�I'Il)II- J�� Q r 11 I I 857.56 i' _�fiC_E _- til 1 11t 1 111 (317) 263-6336 o' = I i d I 7. SERVICE WALKS SHALL BE CONSTRUCTED PER DETAILS 6 z= WS_,, 1 g I ��m it : 11 ennifer.mariett®veoliawaterno.com 859.09 _ 857.53 856.48 ' 3 ( I I G � I �' 1 ' Z III G _ I II I I jennifer.mariett@veoliawaterno.com & 7 ON SHEET . � ass o3 ' . 857.06 `' ( ! Qk o �+ f f I n , 1 1 II EE C803 _ ' s5a to 856.56 5794 1. j a m 9 ' " 11 I ' I ° / 1 I 11 III ELECTRIC SERVICE: 0 _` I 111 . '`� s57•so GR ^ e5�.2s -- -- I �C , " I '� I I 711 111 INDIANAPOLIS POWER &LIGHT CO. 8• ALL EXISTING OFF-SITE DRAIN TILES THAT ARE ENCOUNTERED { h;. 7 YE ,.;t ;•. a a� W 11 I y11 1 I a, ass s ;-K I ;I1 1I SHALL BE TIED INTO THE PROPOSED STORM SEWER SYSTEM r,` q� : _ ,..:f : 1 I,r t' = t I u i , 1 I ATTN: DAN DAVENPORT ..: a :,' `l I 858.32 ,• 856.35 TC ':. ,11 1 I �,1 YE ee �•® � a E I �,_� t_ t € d I i ? / 111: AND NORM SCHOTTENHORST V P 857.82 - 5815 957.62 �; I WITH A POSITIVE OUTFLOW. `� 1000 a a Z ,< III 11 I 1 111 c, : YE 856.98 .. 857.12 857.49 I I:.{ ;P 1 II I I 1230 WEST MORRIS STREET OCA' , 856.48 1- 956.99 4-; ...-. __✓ 6 } J o' �,... ' ''' III, 1 I `' V`a5s12 65002 YE .�y. r ;f s5741 }�= I ty,L 1, _ 1 IV F lil I II III INDIANAPOLIS, IN 46221 9. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET INDIANA ' gyp , f YE I' r a 2. 1 1 1 } f 86762 95252 856.91 _ I'in o� I 1. n 11 (317) 261-5497 (DAN) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES SAFETY �, 1 f `£ II I I STANDARDS. m _ Q� a 11 317 261-5277 (NORM) { YE 857.13 857.37 `" W. 1 I:II 1 1 11 r! 856.63 856.87 oa a -"li I 1l1 • °\1 1171 dan.davenport®aes.com _ { ' 1 11 \\ i 1111 11\ 10. CONTRACTOR SHALL REVIEW AND FOLLOW RECOMMENDATIONS i 1 I ' 1 li 11 I I I\ GAS SERVICE: `1 i 1, " = : I � j , ,, \ \ n 1111 \1\I\ VECTREN ENERGY WITHIN THE GEOTECHNICAL ENGINEERING STUDY FOR THE I � t 'k I • 111 I\�, \\\ 11\ ATTN: CHUCK SHUPPERD "COLLEGE PARK CHURCH" PREPARED FOR THE ASPEN GROUP BY � f �\ \ \"\i a \ 1 P.O. BOX 1700 TERRA SITE DEVELOPMENT INC. PRIOR TO THE START OF ,, � r117I \, 11 1 �1 \ 1 , F •, y ,`", , . 1 u II \ 1 II NOBLESVILLE, IN 46061-1700 CONSTRUCTION. _ _ MPORARY.� I \\ " I 111 4 \ ONC. . , \ \1 \\ I 11\ (317) 776-5535 WA i : 4 �< . \ I 0 - - _ _ , II \ II 1\ 1 \ cshupperd®vectren.com ` \\ \ \ 11. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% 4 >_ � -_40 SET BACK-_ L,,iz.: , �-4 ° . , , m .. ,= i 854.56 TC 6054 _ -.� _ 0 .1 u, _ 601 QNP G�� _.--- -- �� F� -� 37- OF 18" RCP Q{ .t 1 -1,1 � k` t11 ,, o .' � ,' "` 1..t.' O'r r� I ;. _- �/ f L /el �` _�C�15o, t' / `e�'�` Ili' -,. _" .- 851=_ � -.. . zalclllll�-- / I \ u 11\ \ � CABLE SERVICE: (1:50) AND A MAXIMUM RUNNING SLOPE OF 5.0% (1:20). it .a 'm. ' . _,r'` ` ,}\\ \ I \ \\ \ \ \\ BRIGHTHOUSE NETWORKS E\ - \\ �� \\ \\ \\ " .,, -1, V ,.,,..- $ ;' e }\\\ r \111 \\\\ \` ATTN: JASON KIRKMAN 12. EASEMENTS AND SETBACKS ARE SHOWN FOR REFERENCE ONLY. I \\ 3030 ROOSEVELT AVENUE f , \ \ \1 1 -' _ ''`` ,-"' J \ \ \ SEE ZONING ORDINANCES FOR EXACT INFORMATION. - = 5 __., 996 , ll ,L......,. _ -,._ -_- I ,\ I \_° P " \\\ \\\ INDIANAPOLIS, IN 46218 , \ y,,.. i , t\ \ \ 1 ,•. ,• .. - ' , \ \�\ \\I\\ 13. SEE ARCHITECTURAL PLANS BY OTHERS FOR BUILDING \ \ jason@kirkman®m ri h house.com %\\ \ \ \\ \\ \ DIMENSIONS AND EXACT LOCATIONS AND SIZES OF UTILITY \ - \ 1 Yb g , :; 1 \ ' SERVICE LINES ��. �� , \ � '` v�v v ' v v1v vvv . { I[ -` \ \ \ STREETS: X, IX ti, f I . -, I' I , i , - j 1 \ IY' \\ \1, \\ \ HAMILTON COUNTY HIGHWAY DEPT. 1 I - ; v� vvve vv v AVID LUCAS I i,,., .i 4 [ \\ 111 \\ \ ATTN: D 14. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE ;` ; 1 1\ j\ ; \ \\ \\ \ 1700 SOUTH 10TH STREET ,:E ,CURB OR SIDEWALKS WITH THE EXCEPTION OF CURB --' - _ \ I I PAVEMENT _ \V \ \\ \\ \ NOBLESVILLE, IN 46060 INLETS. _= 1 . I i\ 11 -`` I - q� € \P \ ` \ \U \\\\\ ,� 11- ' 317 773 7770 I \ \ I 1' i I I • �\ \ z \ \\ \\ \ david.lucas®hamiltoncounty. in.gov '�11 '4 - a \1 \ = \ \\ \\ \ 15. CONTRACTOR TO ENSURE POSITIVE DRAINAGE AWAY FROM 1 L i r 4 t � € I \\ \ \ \1 \\ \ }% sF. ' : ` r ;. I ( \\Is \ \\ \\ \ BUILDING/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR 'I.i f �'\ \ \\ \\ \ DRAINAGE FROM SIDEWALK TO LAWN. BUILDING PERIMETER ', f r> ti I, I \ \ \\ \ \ _" t-. . '' SIDEWALKS SHALL DRAIN 2% AWAY FROM STRUCTURE. " ._� ,� ` fill \ \ \\ \\ \ STR CTURE - f I ` - ^I\\\ \\\ \\\\ 1 i 1, i' I �, `° s - ', '`{ I - _ � ; t \\\ \ \\ \\ ill \\I\\\ 16. SOURCE OF TOPOGRAPHY INFORMATION: "COLLEGE PARK - ^ �`� , 1. F f ' N \\ \ \ \\ \\ \ TOPOGRAPHIC SURVEY" PREPARED BY THE SCHNEIDER I \\ CHURCH T �' i,` .' ! k a \ \\\�\ \\\\\\ CORPORATION, NOVEMBER 19, 2009. ,: 1 �/s f/ F I 1 ; \\ \\\ \\\ f r \\\ \\\ \\\ {Z.f r°` t i j \\ \ \ \1 \ \ , 17. ALL PROPOSED ROAD AND PARKING LOT CROSSINGS MUST BE ti �r, \ a z ,, F I I I f i 3 I ; \�\\\ \ \\ \\`\ FULLY BACKFILLED WITH GRANULAR MATERIAL. k " -: r ...:: a F € { i € i i ��\ 1\ PROTECT EXISTING CURBS DURING CONSTRUCTION. DAMAGE f � •' I �j ,,#;- n 11 1 DURING CONSTRUCTION SHALL BE REPAIRED TO THE ' '' ,F F. SATISFACTION OF THE CITY AND THE CHURCH r ,, / i I is I til 1 II ;r I I / II ,, I _ . 19. , a I ii I i DECORATIVE SIGNS SPRINKLER SYSTEMS TREES LANDSCAPING - -' � I MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE ,:I-,' I u / sa ;; III I PERMITTED WITHIN THE RIGHT-OF-WAY. �1. �0:. i : , '' p a 4, / _ e } �, u 1 IL.I�C�s]L�� v = � ` : - /_- '+ EX. NC. WALK RQ) WILL BE REMOVED- n /�" I rr i - r } -1 1/ ,` RO BOU AS PART 0 NTY l ; rr r r ��„-.. AND REPLACED WI F COU Existing Sanitary Sewer 11 . UND-A- ) 9 Y r _ _ /, / z / _ a ;/�/:,::: m�� Existing -a> / _ Storm Sewer /• -/ _ err r/l _ - _. -' xi LL: , _ - a0 �' r ...... --..._ - -- Existing Fence r - _ �� �•_ _ ... _ n9 a / soya - / �p OP //� , s - Existing Tree Line q\ 1� ��� I r// ng 'yq� r ;M- l a s �I rr __ _ i / ,. __ � • ,� r - - - - Existing Contour -- q\17 3 rir I ORIGINATING BENCHMARKS: g a , •. To \ °' M o - - Proposed Contour - E, _.._... r - - (FROM HAMILTON COUNTY BOARD OF EO tl /'T COMMISSIONERS W. 96TH ST PLANS) Prop Storm Sewer Structrs �A�����'el11 I .. -`-�f 7 FI _ a r' THE MOST N. BOLT ON FIRE HYD. S. �a�i - -- --- --- \ -'� a _ - - - - _ _ _ Storm Sewer - `3 _ - - _ _ o SIDE 96TH ST (� HSE #2562 Propose .. _,. _ __ ,: `�<" \ o // ELEV = 862.45 (AVD 8) 000 T \ - . _ now Line : �: \ 4 --- �% -- -- 3 / = _ - - - F -- Q 1 J __ -- 4.. s.- I, I f f -� f i S - _ O w Pavement Grade I _ -_-- \ TBM #61 000.00 Ne P e t G ad , :Is t , , _ - - - - - - - - - (FROM HAMILTON COUNTY BOARD OF 000.0 _ I ,,, �_ = All Other Finish Grades - _ _ - - � - d , 1 'I ' ' COMMISSIONERS W. 96TH ST PLANS --- = ____-__-- 4 1 . v - _ _ - -:, ; MINE SPIKE W WASHER IN PWP __------- �X To of Curb Grade W _- _ _ - , � / 1 #6160 B ON S. SIDE 96TH ST & E. 000.00 b _ , I / Gutter Grade ;: 7' OF DRIVE TO WATERBURY APTS. _- r'1 - _ _ _ - _ - - - -" -- '`'/ ELEV = 859.62 NAVD 88 _ w, _. _._ ( ) _, __ .,. _ - :_�a __ rr OW Arrow i, TM ,, } m rr. t ___ ..m ..-,n - n mmi m .x:m._.'ll --....:_ t ( - , __ _ _. - r r r ' .' -_-- .__...:...,,-...... "'mer m.�»_ - �11.1 -,. +. -` ., ' , FFE 000 0 Finish y ed Floor Elevation 4 __ _ wm� m� _ / ----� v��.: :gym m:�.. ,,.m : :,,.,::,� „,m..w �,„„ :,�: a.::::- ....»....-_ ..--�..�_ _ ' r' / / = x � , . ,-'" / , RR SPIKE FOUND ON THE SOUTH SIDE r{., / i / , _ - - - - , -r- , ; , - OF PWP #G -161-A, f50 SOUTH OF 000.0 ME Meet Existing Elevation _,_,,- _-_------- _ R OF A -- - - - - - - - - 95460 65360 _ _ _ t .-11.111111. - ti _ - - - - - _ , i 000.0 F� Flow Line Elevation - 9" �-J __ _ _ - - - - - - - _. __ . _ _.. GRAVEL UPARK NG LOT. E ---- ----- ---- - - - -- _- ----__= ______=_ - - 056.06 ,,, - ---,_ __ __ _ - -- - - - �._.- - .- .. _ _ .. .....-_._ - __..._ .._ _..._ - ---------- - - _ - - = _ � �---- - - ELEV 86187 AVDB 856.36 - T - ,1 � T -------- T.__. -_. ". r -N ._�_�.- `� �Ii i - (N 8) - - - - - - m. - - _ _ _ - - _ 1 1 I �� Indicates Flood Routing - - - - _., I. "Ill __4fr - 1.- C. ,-s I 1 TBM (_11 - - ; III I ORTH2RIM OF SANITARY MANHOLE - x x - Decorative Building Fencing x :. -_ -. h ---- - ------ ___ - - „_" -----------=-===----- m_..__ . - --_._ __.... - j: - -\ ±40 WEST OF PWP #6-161-A - - - - ...__ _- .:, _ � _: T..-�--- - -_ _ . --__ .. ........_._ ._._...... - 000 O - _ Storm Structure tructure Number _ _ _ _, 1 - - -- _ - -- ---11 _ - - I I 1. - - - -- = _ _ -- ELEV 861.13 NAVD88 --- _ - F � ' 11 .. r:e-sgg = k ..:�::,:. - :�. -,___..._._1__4_:::,�:�::: m _ ,".-:. ^_-�,.,,m:,,m:e::�.- -1. 3 W 5 ,.4 z J M ao O C.." Z�._ C= W z� M W Ma 0 a "' ~ W U G C.0 U 0 =�� ��o >CDo w LC � CV `\\\\\\\\\\\\�\\��,U111I IIIICII/��0j//////// `\ �� ;• As TER �'P //--? �Q' k.0' Fpo �f V:: No. . o 890.258 -�_ STATE OF ;�_�\ ,/////J70/77vIV AI'1111��- ,\\\\\ I/2� 4� ��,�U� DATE: 12/18/09 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE NTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BEUSED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 1. © 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 �" U) z -:4 d 4477.004 M c CHECKED BY: O z SHEET TITLE: = 0:� Ei E z XREF: T:\4k\4477\004\dwgs\44770048S.dwg ca I--1--�1 �--1� '> XREF: F:\TSC-C3D\Blocks\SIG-DAS.dwg SHEET NO.: z Q z z 0 a P-, a � W �a � la � d � 46 W z P4 E- �D in-, M P4 U) z o A A `.J w o� N ~ E- E" O^ I -I E I W C�) r=) x F o M M 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-C1D8.dwg XREF: T:\4k\4477\0D4\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 -C30 Blocks Seal-das.dw XREF: F:\TSC-C3D\Blocks\SIG-DAS.dwg SHEET NO.: (Cn005