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C.102 Demolition
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LL LLJ V) M 0 w 0 w Lij`a N r� I ¢ 0 I- ro o w r\ _ L� ww � J U N z0 � J a- o ex. curb inlet tr: 860.79 inv(s):856.79 g�rp' moJ, O g �Y ti g��l col gg ~� 4� tic curlby go ^�g goo'' ___ -- =J \g� 1� (asphalt parlsjt�9) (grass) h \ -� g `y. rte, - I g �. o. � Qc- , (9 ) +g \ �` a' _ (stone) 6' Electric Esm - - - -- -- t I I h \ g \ g ° _ J1 p ark 101•- L-- ---- - ,_ - -ems - t `�"� t'_ r ��' q� + - - - lands a e timbers J�� _ 6 Elec ric Esmt g i0 - S I - -� - - 1 u '36 ( drive) r �`' �°u� (Park 17)= co ASI TBM #8Q S88 °40'34 "W 84 34 Electric E + i - J v II1 Gi ij 2- V V - - 7• - 6' __ I l it t _1 -` ^+Z _ ^✓ - -' `; 1 - n I �i -�- �n ; , '\ r0 -�_ --=- -1--- �ii�iw�- T�--- -_._ +- "T -, �_ _ _ - -. o _ . -f� ;h•` g ---- •I--- i- - - -- - -- �-- - - -i'► -h' - 6 Electrlc Esmt �_ - , 11 1 14 g may" g 1 „ o- t� 5� g� L (conc), gg gam, g rp Uri r g c r UII pI II1 I "Ik l ex. curb inlet tr: 859.56 inv(e):854.86 N o �II PAN v v+ ex. curb inlet tr: 859.54 inv(w):854.59 in ( r ): 854 -_99 inv(s): 852.87 g1? C)jn { g� �b il•1 IT r ex, cur- inie, nv(s 85113�� 3 0 TBM #81 �_ �--� - ' g � Cp „ -�- g . l �- - _ _Y T - _ i, -j.:' - r 2 6 1'3 „ ¢� x1 350 G' a r_ �g nag D co /' u� _ �� ��� g49gr ,r ��' 0� 1 gg� g -4- }. ,- rO + h�� fig. �lix. O } + �1, gg +g 848+> 4 I T g + 1 , 1 �, p Coo goJ ..'' + ` `o 10 ' g g g� g 4�Gj v` - " �J 1 6 ,..�� +g gh�O '- ,,fro r�VJ��'� Corp rL� ^'✓ `�' a1`~ `,t 4 ,�' ;.., (grass) -. t; `t. ,f, ,�; I aD`` - -_ 147 -- - v E [q - , Y. � � r, I � - ,.L..+10 ��? o.v roSS) ;' +- ggg h�`• © • 3 v, t. 4 n x- ✓ 4 Q° O + + g L ° r- i +, +I I + a 1 0 rz' uvi ! I gg �o 1 N L \ k + ro c: vJ J t. y ; n 861 _ 1 q� h 0 O 0 g� �� �' �� �� gh o� Qty a,° g � = 6 "O o _Nea inv O + + vi 852.T2 c J , �• mpg , o g�- 7 _ + �. +<,j e 7 q I g k g °� g J Ana ti -' - °._ ;`` 0 C n4N I 1 + + r + g� G� T T g -r L I b oi?o`6 G g �• ". o _ , g g� 3 (+ + + +g gg �gJ SCALE: 1"=4 ,x ' vl I 1 Q, t g� ` , ; g Q° o -'��. 1 .4 } {i J ` ol1 75 g\ r + 85 g�° -� ���� >� DEMOLITION NOTES: aU 11 I.g'�n �' (.� - 4 ~F�" g�. +g °l g0 E �' +g - �C �� BUILDING DEMOLITION t T o- , s. �I - ' 4 in g- (grass) I � t. i. I (g ) _ l N . g V �< _ . " �;<` (grass) GENERAL r is t I U � g h STRUCTURES, � THE CONTRACTOR SHALL REMOVE AND DISPOSE OFF SITE ALL EXISTING v ---------- FENCES, CONCRETE AND PAVEMENT ON SITE, UNLESS NOTED TO REMAIN ON THE UJI -ff) - � � � CONTRACT DRAWINGS. 4 I (wetic R H LL PROTECT A ND NOT DESTROY PROPERTY CORNER 1 ° 217.35' MONUMENTS DURING CONSTRUCTION. o 1 19 " E - t; O g � SUMMARY 1616 gh o'' T 3� c THIS SECTION REQUIRES REMOVAL AND DISPOSAL, OFF SITE, OF THE FOLLOWING: �. Q ii o-L + ds ad <. �° " • g 4 quad � ' t - g g + I 3u. 1. ASPHALT J 1 g > 1 Y� „ ` . (V REMOVE VEGETATION BRUSH TREES ETC. �- o r �� �� - c _ '` h, , 2. REM / �, gr 3. STORM PIPING 4' LO Z 4. MISCELLANEOUS CONCRETE PADS, UNDERGROUND CONDUITS, SITE LIGHTS, ■ _z_ T ; „ }; I� `Variable Width ?;` n Z I g 6 (brush & small trees) 4 quad 1 ETC., (AS REQUIRED FOR CONSTRUCTION) s W II 1 o r�, ^,: ��.J' - - -- a - I 6„ Detention Pond Easeme CL 1 I f I • °• x :> _ . I �#'d - { t g g \A. 3 r Inst. No. 2007017757 SUBMITTALS I x (wetland (brush, (brush) 0 0 - SUBMIT THE FOLLOWING IN ACCORDANCE WITH CONDITIONS OF CONTRACT AND N. o DIVISION 1 SPECIFICATION SECTIONS. ' - V O ELAND TO REMAIN 1 1. A PROPOSED SCHEDULE OF OPERATIONS COORDINATION FOR SHUTOFF, o 10_ �- >; �; 6 (water) CAPPING, ND CONTINUATION OF UTILITY SERVICES AS REQUIRED. I = ``� � UNDISTURBED Z:- � � �, l 1 4 (grass) _ (brush) THROUGHOUT ti.k I ^ -' 2. PROVIDE A DETAILED SEQUENCE AND SCHEDULE OF DEMOLITION AND r �1 CONSTRUCTION, IX REMOVAL WORK TO BE COMPLETED C�rU et 1 II U o �� ,- g �, L a + y: t x4g`" 6 JOB CONDITIONS f Inv: 848.58 � r , l • t '.:._, .' .fie, F.: xti tx 8 - _ 8 O % rv;s):845.2' (9fOS) I MATERIALS: ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE - \ g <' " A PROGRESSES. TRANSPORT SALVAGED J _ 1 REMOVED FROM STRUCTURE AS WORK PROGRES _ ,,. 4 r`�' l o ►ar w /sil) �S� e �o (gras oho \ ITEMS FROM THE SITE AS THEY ARE REMOVED. (conc�9 4� Y N89 5229 E' -�sn '' 59.55 . 4 O n and �•°� ; 4 �� y,��r"J ; I _,.• -.. ' _ 1. STORAGE OR SALE OF REMOVED ITEMS WILL NOT BE PERMITTED ON SITE. it tf- ry, `J -_ -- o• - 520.3 0' r T 1 ca.c I R = 236.62 �. �-Corl ��RB. EXPLOSIVES: USE OF ANY TYPE OF EXPLOSIVES WILL NOT BE PERMITTED. _ 1 >. �� �g - - }` / ;'• L = 252.26 o L - 77.24 ° ��� �� r ��.� � 410 �'. C. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO �{o co ko ��'� n �g o T? - �� I ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER 1b - ` I m I` n ` `(�_ ", ,�� (a �S 10 °� +g o - ■" g o /0� \ ADJACENT OCCUPIED AND USED FACILITIES. of,�' h: bQA a /t) ��1� g0.rx + (grass) �� _ I "�' ,_o- p -.g��Y ��� 8 c �g ��= E'� +g = 1 M O .': I I �-► url �g , R 328.19 j_ O bollards) r \ i 1. DO NOT CLOSE OR OBSTRUCT ROADS, STREETS, WALKS OR OTHER OCCUPIED �+ �� OR USED FACILITIES WITHOUT PERMISSION FROM THE LOCAL AUTHORITIES _\ _ 09 3' o- Ff /- g -'L -C°o�a w�� \ gi b ���� L '8 - O a4 �� �\ I I HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR a t- - -- 1� v` I _ g gI Tastes + - \ go +ham R - 374.20' ` 1 OBSTRUCTED TRAFFIC WAYS, IF REQUIRED BY GOVERNING AUTHORITIES. any -, i I + P (grass) ^� g� �` - �-- �-` L - 150.71' I 1 I g �`, /o . + g�. ' ��09 ) D. PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND AREAS OF - x. sanitary mh DEMOLITION. CONDUCT OPERATIONS TO PREVENT DAMAGE TO ADJACENT ex. curt; islet ir: 855.51 ��O o r R 4 7i __ J nv(w):846.06 /// a '�i•� I 1 BUILDINGS, STRUCTURES, AND OTHER FACILITIES AND INJURY TO PERSONS. / ex cur inie' i.07 nv(s): 84. }.66 //� t,: 849.34 gad° 1 E. DAMAGES: PROMPTLY REPAIR ANY DAMAGES CAUSED TO ADJACENT FACILITIES . sly /.. !C ex curb n'':ec /�g inv(n':844,64� ; 847 �3 I I BY DEMOLITION OPERATIONS. �50 Ingree - Egress Inv(sw):842'.0, 840.71 Easement inv(e):84'..94 I 1 I F. UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO STAY IN SERVICE AND 1 PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. DISCONNECT, CAP AND REMOVE UTILITY SERVICES PER LOCAL REQUIREMENTS. DO NOT START DEMOLITION WORK UNTIL UTILITY DISCONNECTIONS HAVE BEEN COMPLETED TO THE SATISFACTION OF LOCAL UTILITIES. DISPOSAL OF DEMOLISHED MATERIALS A. GENERAL- REMOVE WEEKLY FROM SITE ACCUMULATED DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. B. REMOVAL: TRANSPORT MATERIALS REMOVED FROM DEMOLITION OPERATIONS AND LEGALLY DISPOSE OF OFF -SITE. EXISTING TOPOGRAPHY LEGEND Beehive Inlet ® Curb Inlet © Lid O • Guard Post e QS Sanitary Manhole t v Sign w Coniferous Tree tr Tree Stump inv Deciduous Tree rcp )f( Electric Box vcp Ground Light cpp Light Pole pvc ® Transformer ® Telephone Handhole QT Telephone Manhole -T Telephone Marker Telephone Pedestal Fire Hydrant DEMOLITION LEGEND UTILITY Sprinkler Valve Og EXISTING ASPHALT TO BE REMOVED Stand Pipe PLUG AND SEAL END OEXISTING Buried Electric Line O EXISTING TREE /STUMP TO BE REMOVED Buried Telephone Line EXISITNG LID /STRUCTURE TO BE TELEPHONE Buried Water Line O2 EXISTING BOLLARDS TO BE REMOVED Top Of Rim Elevation O EXISITNG 12" CMP TO BE REMOVED Invert Elevation SANITARY CLAY TOWNSHIP REGIONAL WASTE Reinforced Concrete Pipe O4 EXISTING TELEPHONE PEDESTAL TO BE Clay Pipe I GARY DUNCAN RELOCATED. COORDINATE WITH APPROPRIATE UTILITY Corrugated Plastic Pipe Plastic Pipe O EXISTING ELECTRIC TRANSFORMER TO BE RELOCATED. COORDINATE WITH APPROPRIATE UTILITY OEXISTING STREET SIGN TO BE RELOCATED O7 EXISTING ASPHALT TO BE REMOVED (FULL DEPTH UTILITY REMOVAL INCLUDING ANY STONE BASE) Og 22± LF. OF 8" CPP TO BE REMOVED. GAS PLUG AND SEAL END OEXISTING TRANSFORMER TO BE ADJUSTED ELECTRIC TO MATCH PROPOSED GRADE 10 EXISITNG LID /STRUCTURE TO BE TELEPHONE ADJUSTED TO MATCH PROPOSED GRADE UTILITY CONTACTS UTILITY COMPANY CONTACT PHONE NO. GAS VECTREN RANDY CRUTCHFIELD 317 - 776 -5560 ELECTRIC DUKE ENERGY SHIRLEY HUNTER 317 - 896 -6711 TELEPHONE AT &T STEVE KREBS 317- 544 -8683 WATER CARMEL UTILITIES PAUL PACE 317 - 733 -2855 SANITARY CLAY TOWNSHIP REGIONAL WASTE RYAN HARTMAN 317- 844 -9200 STORM ICITY OF CARMEL ENGINEERING DEPT. I GARY DUNCAN 317 - 571 -2441 CITY OF CARMEL DEPARTMENT OF ENGINEERING NOTES: 1. ALL WORK IN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO CURRENT CITY OF CARMEL STANDARDS. ALL STREETS AND WATER MAINS ARE TO BE CONSTRUCTED TO CARMEL STANDARD SPECIFICATIONS. ALL STORM SEWERS SHALL BE CONSTRUCTED TO CITY OF CARMEL AND HAMILTON COUNTY STANDARDS. CONTACT THE APPROPRIATE AGENCIES FOR ADDITIONAL INFORMATION AND /OR DETAILS. 2. ALL PAVING WITHIN THE EXISTING AND PROPOSED RIGHT -OF -WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN ANY EXISTING OR PROPOSED CITY RIGHT -OF -WAY. 3. ALL PAVING IS TO BE COMPLETED WITHIN THE SAME PAVING SEASON. BENCH INFORMATION ('88 datum) BM 839 BRONZE DISK SET IN THE TOP OF THE NE CORNER OF A CONC. SWITCH BASE; 8 INCHES BELOW THE LEVEL OF THE RAILROAD TRACKS; 2 YARDS EAST OF THE EAST RAIL; 7 RAILS SOUTH OF 111TH STREET; 10 RAILS NORTH OF THE CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH OF MILE POST B 170; 2 MILES SOUTH OF THE STATION ALONG THE RAILROAD. STAMPED "Y 42 1934 ". ELEV = 838.62 ACE TBM 50 CHISELED SQUARE E. SIDE LIGHT POLE CONC BASE 250'± S. OF N.E. CORNER SITE AND 30'± E. OF EAST ELEV = 845.34 ASI TBM 80 CHISELED SQUARE ON NORTH SIDE LIGHT POLE BASE; ±300' EAST OF PENNSYLVANIA STREET ON SOUTH SIDE JOHN KIRK FURNITURE BUILDING. ELEV = 857.65 ASI TBM 81 CHISELED "X" ON EAST BOLT FIRE HYDRANT ON WEST SIDE PENNSYLVANIA STREET IN FRONT OF ADDRESS: 12065; EAST MOST OF TWO FIRE HYDRANTS. ELEV = 860.20 NOTES: 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF EXISTING UTILITIES PRIOR TO COMMENCING ANY CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXISTS. CAUTION I.L. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE ( including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others ) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 1- 800 - 382 -5544 CALL TOLL FREE - INDIANA UNDERGROUND - O O N U M O Q W c) a Cn In � v UJN 117) Q Z Z M 2 L QQ� V1 0 !n Q Lo C) Z L? W < t� t�Zt17 Ljj M J W H F U Z Z z ~ a V U (Y Q ■NOME■ G�Q vVVO� O,+ 0�0 �QJ Q� P G0� CERTIFIED BY J W a LL J O� �o � LLI u N �Ill- Ny 10) � z � .m to Z_ > >� N�Z ~°�z a ZZ2 LI cc Gill a =j ic= d Jam �A W= �du 0 Z N Z Q Z J Q W RE DEMOLITION PLAN SHEET NO. C.102 OF DATE: 05/17/2013 DRAWN BY: JCS CHK'D BY: RLN JOB N0. 2013.00569 VISIONS