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HomeMy WebLinkAbout1---•—€X��Ml " '1'" EXiST 45' R/W'r ___ ______ _________ __________====,r.cv= or N InI01{1 48'2,0 317800 FAX 317.574.09'M7 Arditc m iWilOoeM• �AnY11ea0.0 iollriolr �C,oglght toe! ------------- ----------d%�--------- r'"1�-----------a-1+--+'r---- °�---T— — — — — — — REVISED D 9/25/01 Drs 10/� Do.,ss I�MRro/Acr CkdmdHq Hr.ul�Ew RANGE LINE ROAD u u U Z 0 kill111 Nil-n ��� 0 0 , 1 ,'i s„ - -i r t t r t n e t•d t-.--'i�-- N j.....-�..-...-y r t t f t -----.----s j-1--*�'�"'�'-"tom-•--,t t t t t i T^• --•^^^...t F u;, —tr --- ----------------- .--- -�------ - :_ = ,--- ------------------------ -- --- - -------------- -- ----- -_--- - ---- ---------------- _--_____:=�--_---_-►--_- ----------------- _ -' t t -- - ----' -- _ 4 r•T-�t t ----- p elan sows w �; is' CIP t nr t MMMlrll ..... �"��„i'n'.�- i.e T t..». --.....•.-t' �. — .��{�..,, — �+.. I 0 F LIMITS OF DEMOLITION H 'mm ' IMP — . t � 1 o F / • / Lj t t IJI- 01 11 I 'f 1 „ • i r _� -- -�- - SEWER AND WATEREN BK 228 P 10— U I TEMPORAPY GONSTRUCTiON EASEMENT — I—01— — — — — — — — — — — — — — - - ONE Q„E a„ E ol[ la[ OIE , i PUBLIC SERVICE COMP INDIA BK 127 P 12 f K. INDIANA ELEC b P— — — — — — — — — — — — 10vrC — — — K--- -- - i / 1 _ N [a r0 DEMOLITION KEY NOTES: A� REMOVE EXISTING BUILDING AND ALL SUBBASE MATERIALS. INCLADNG FOl1NQATiONS, CONIDUIT, AND PIPING. SEE SHEET SIDI FOR STRUCTURAL DETAILS. ADD COMPACTED FILL & 6' OF TOPSDL SHAPE SUBGRADE TO CREATE POSITIVE DRAINAGE. © REMOVE CONCRETE CURB, WALK AND ALL SUBBASE MAIERIAS O REMOVE ASPHALT AND ALL SUBBASE MATERIALS. REMOTE MM DOCK AREk IMMUDNG RETAINING WALLS. FOUNDATIONS, STEPS. RATS AND TRAM BACKFILL WITH #B STONE. EE SAW ASPHALT FO DISCONNECT AND REMOVE DOM L09 POLE AND BASE. © REMOVE CONCRETE STOOP, STEPS, HAD RAL AND BARRIER POSTS. HO REMOVE CONCRETE PARKING STOPS. 10 SEE SHEET SIDI FOR STRUCTURAL MALL REQUIRED do ROOF CONDITION. JO REMOVE CONCRETE STANDS AND ALL SUBBASE MATERIAL . O REMOVE SANITARY WILDING LEAD, CAP AS SHOWN AT MANHOLE. AND PROTECT EXISTING SMNUiRL' MANHOLE. O ROM DRAIN PIPE TO DITCH. O REMOVE EXISTING TREE. O PROTECT EXISTING STORM INLET AND INSTALL STRAW BALE PROTECTION PER DETAIL. 01/C1OI. REMOVE EXISTING TIMBER WALL. FILL AREA WALT. WITH #8 STONE TO PAVEMENT ELEV. IF NECESSARY. PO REMOVE EXISTING "CARMEL. PIMA' SIGN & FOUNDATION. ® PROTECT OWN SANITARY MAIN. VERIFY PROPER COVER TO PROTECT FROM FROST. -IF REQUIRED ADD FILL MATERIAL OVER PPE. RO PROTECT EXISTING STOWMLI - O REMOVE EXISTING GAS LINE TO SOUTH PROPERTY LINE AS PART OF ALT. BD 11. O WATER LINE TO REMAIN & BE PROTECTED DURING DEMOLITION. UO OVERHEAD ELECTRIC (OHE) UTILITY POLE AND LINES TO REMAIL PROTECT DURING DEMOTION. O CURB AROUND EXISTING ONE POLE TO REMAIN. COORDWYE REQURENFJNTS FOR ISLAND AND EASEMENT WITH CINERGY. O 2' CONCRETE WALL AND PAVEMENT/DOCK AREA TO BE REMOVED. O CONTRACTOR MUST COORDINATE WITH CINERGY ON THE EXISTING TRANSFORMERS - IF TRANSFMERS ARE TO REMAIN. THE CONTRACTOR MUST PROVIDE PROTECTION DURING DEMOLITION. CONTRACTOR MUST FORWARD INSTRUCTIONS. BY CINERGY IN FENCE SCHEDULE, PROEM AND AREA AWAiCENT TO BE LEFT UNDISTURBED. O ffAVE EXISTING STORM LIE N RACE FOR DRAINAGE OF BLINDING GRADE ZO RELOCATE EXISTING CONCRETE PARIONG STOPS ALONG EDGE OF PAVEMENT AS NOTED 0 10' O.C. ® STRAW BALE EROSION CONTROL AT ENTRANCE OF EXISTING STORY PIPE. SEE DETAIN. 02/C101 SILT FENCE. SEE DETAIL 03/C101 WWD LATH TO SECURE TO ARN ji �rAo i 111101411 IL40 1111 36' WIDE NON -WOVEN FLOW IIIVA OVA MA - 0- m 46MIN 0WA wrow'M I " - - I QWQW1M, GEOTEX FABRIC0 YARD) DEMOLITION GENERAL NOTES: 1. iT IS THE CONTRACTORS RESPONSIRM TO NOTIFY ALL THE UTILITY COMPANIES AND DEPARTMENTS 72 HOURS BUM CONSTRUCTION IS TO START TO VERIFY Atilt UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFI- CATIONS. LOCATIONS. SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANIES OR DEPARTMENTS. WEEN EXCAVATING AROUND OR OVER EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A REPRESENTATIVE OF THE UTILITY CAN BE PRESENT DURING THE EXCAVATION TO NSiRUCT AND OBSERVE DURING iTE EXCAVATION. 2. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFHCATTONS OF THE FEDERAL. STATE, WPM. CITY OR LOCAL REQUREMO fS, WNICIM HAS JAIISDICTION. 3. ITIS THE RESPONSIBILITY OF THE CONTRACTOR OR CON- TRACTORS TO OBTAIN ALL FEDERAL, SATE, COUNTY, CITY OR LOCAL PERMITS FOR ANY AND ALL WORK REQUIRED UNLESS OTHERWISE NOTED. THE CONTRACTOR OR CON- TRACTORS ARE RESPONSIBLE TO PAY FOR ALL RECTA O PERMITS BY ANY OR ALL AGENCIES MENiIONED ABOVE UN- LESS 07HOMM NOTED N THE CONTRACT OR SPECIFI- CATIONS. 4. THE CONTRACTOR SHALL BE: RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL STATE, COUNTY, CITY OR LOCAL AGENCIES. 5. IT S THE DUTY OF THE CONTRACTOR TO INSPECT EACH DAY AND REILIOVE ALL MUD, DTT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED, SPILLED OR WIND MOWN FROM THE SITE ONTO -OTHER SITES, MIT OF WAYS, PUBLIC OR PFLVAATE STREETS OR ' ROADS, DRAIVEWAYS, YARDS OR SDEMW.ICS. THE CONTRACTOR MUST CLEAN OR PICT( UP DAILY IF NECESSARt'. THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIRE CONSTRUCTION SCHEDULE. WATER MAY BE USED AS A REDUCER. 6. THE UTILITIES NOTED ON .THESE PLANS AND ON THE SURVEY MAY NOT BE A COMPLETE INVENTORY OF ALL THE EXISTING URiTES PRESENT ON AND AROUND THIS SITE THE LOCATION AND SZE OF :THESE UTILITIES MAYBE APPROXIMATE. THIS INFORMATION WAS GATHERED OR SUPPLIED BY OTHERS AND USED BY THE A/E AND MAY NOT BE ACTUAL. THE A/E SHALL NOT BE HELD LIABLE FOR ANY INCORRECT OR MISLEADING UTILITY INFORMATION INDICATED, iMPIED OR NOT JNDICATED ON THESE PLANS. 7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACQUAINT HIMSELF WITH THE SOIL CONDITIONS. 8. REMOVAL OF EXISTING ASPHALT PAVEMENT 007M ON THE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATER- IALS. AREAS TO BE REMOVED SHM.L BE SAW CUT CLEAN, NEAT AND TRUE TO LIVE. REMOVE ALL NON-ORGANIC MATERIAL THAT WOULD INTERFERE WITN PROPOSED PLANT MATERIAL. REPLACE ALL EXCAVATED AREAS TO BE PUNTED WITH A MINIMUM OF 6 INCHES OF APPROVED TOPSOIL 9. ALL AREAS WHERE THE EXISTING PAVE TENT OR PAVEMENT$ ARE DAMAGED DURING CONSTRUCTION FROM HEAVY WUIP- MENT. FUEL OL. OIL, GASOLINE ETC., BY THE CIiNERAI CONTRACTOR. SUBCONTRACTOR, OR SUPPLIERS, SHALL BE RECONSTRUCTED TO ITS OROK OR AS REQUIRED OR DICTATED BY FEDERAL. STATE, COU1114TY, CITY OR LOCAL AGENCIES. THIS RECONSTRUCTION AND OR REPAIR SHALL TAKE PLACE AT THE END OF THE PROJECT CONSTRUCTION OR DLIRNG THE SO*DULED'PANNG, 10. THE ENTIRE SITE SIWJ_ BE STRIPPED OF ALL IMPROVE- MENTS UNLESS OTHERWISE NOTED. ALL THE REMOVED MATERIALS SHALL BE REMOVED FROM THE SiTE BY THE GENERAL CONTRACTOR OR SUBCONTRACTOR. 11. TOOK OF THE DOSING IMPROVEMENTS ARE AS NOTED ON THE PLANS. IME MATERIALS REMOVED FROM THE SiTE SHALL BE DISPOSED OFFSITE IN A PROPER AND LEGAL MANNER PER FEDERAL STATE: COUNTY, CITY AND OR LOCAL LAWS AND ORDINANCE. 12. CONTRACTOR SHALL INSTALL AND MAINTAIN THE SILT FENCE UNTIL GRASS HAS BEEN ESTABLISHED. THE CONTRACTOR SHALL BE RESPOIrW TO WATER THE ENITIRE SITE FOR 60 DAYS AFTER THE GRASS & MULCH HAS BEEN NSIALED. 13. COWRACTO R MUST PROVIDE APPROVED COMPACTED FILL ON ENTRE SITE AND PROVIDE A MINIMUM OF 6. OF TOPSOIL. TO THE FINISH Q2ADE ELEVATIOW CONTIMO R TO SEED AND MULCH PER SCHEDULE. 2X2 WOOD STAKE STRAW BALE GRATE KOWA I 01WA kiwi W A P"d WA WIWA LWA LWA LWA �WA 110�A 11001 MAINTAIN BY REMOVING 1*11111011 awl awl '6011, hawl awl IN 11911 IN 11% AN Qj Q 3 ♦♦♦♦♦♦♦♦♦♦ mum ♦♦ INUIVIA MY TO 8" DEEP & INSERT LOOSE STO ACCUMULATED SILT- • . • II II�+ai SUBSOIL A{�"Elm DOWN SLOPE♦ �.♦MA♦♦♦Nil♦♦ 01 ♦♦ ♦♦FA MA go STRUCTURE END OF FABRIC. BACKIFILL .♦♦♦♦ ♦�♦ ♦ 11=1I-.Q=11-N=EI:�II' EXCAVATED MATERIAL & ♦♦♦♦♦♦♦♦♦♦COMPACT NOTE STRAW BALES TO BE STAKED -2 STAKES ♦ PAF PER �N/:RK-4 BALES UCTURE�� M ♦ ♦ ♦ ♦ 1=11 II -2"X 2"X 36* LONG HARDWOOD BOU z STAKES,W/ ONE END 1w P 0 SHAPPENED &SPACED 5'-0* D.C. SECTION A PLAN hi Mixoxxi k ;k ILT FENCE DETAIL INLET SEDIMENT FILTER DETAINO 11 16, ONE 2*110 A, WE IN, Iffil FIRM I A" w., ammmmmamm wS NTS SEMP I NO ►0 AM. THE PH TO THE LM NEEDED MR SPEM l� • :� ♦♦♦♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦ SEEDED.BEING ..{ .,. , r. l' E- •, am IRA ►♦♦♦♦♦♦♦♦♦♦♦�� �� •.. {.- PER 1X.1 1 _••E) OR FERTIUZE ACCORDING 111 POUNDS1 6VA MA MA KrA WA VAL M , , qv POUNDS OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER NAPA WORK THE FERTILIZER AND LIME INTO TIHE SOIL TO DEPTH OF IVA 1155 2-3 I&ESASIrTH ARROW SK OR RAKE OPERATED ACROSS THE S 0i aft a PAP Is PA I IN 110A I I SEEDING: 0 7 �7 MMU ON PROXCTM USE OF THE ACRES all 54 THI AND k IM FIGURE 5-2 PERMANENT SEED MVURE SWALE SILT-11:�., . . STAKES DOWNSTREAM DRAINAGE FACUTIES DURING 4 MCI THEY. SHALL REMAIN IN PLACE UNTIL. ADEQUATE VEGETATION IS ACIHIEVEID. WITIHIN - ..�►., ►- '�a► ►•a► -r-SECUR MYj V'�'�'♦'�►�♦'�1►�♦`'♦``''�►' ��♦`rim'♦`�►� 9THE SM, 'SUCH SMW -BA11S 'SHAILL BE FIRMLY ED TO THE GROUND WTH FENCING. © �_, �` ` .TSI�♦���_♦�t!♦+-♦ ♦ -♦ _♦�►T ►�r�'T T♦ T T �7 `.� T T♦♦ T SPECIES � - - T EROSION ,e DETAIL /t �- VIA - LL A / ►♦ �!►�♦♦♦ml t WE♦'� fi w PIT, LEGEND r .•:-.. .��.Al.►'.r�7���a -4W�� « BLUEGRASS BASE BID 5. '.yl / �. 1. 1 1 1ALTERNATE OD #1 _ ... >.. �. .n ;w.r��. w. w.��. .�.l..IY-w., ��.w rw.i J.r Gni• wnS 1 •1 wspicTm ALTERNATE BID #2 ISEE1,. ]'- • 1 — 11 DEMOLITION PLAN 'ALE: 1 "=30' ` il. WITS OF DEMOLITION, u SEINER LINE CAP - SILT FENCE "DON'T DIG BLIND" "IT'S THE LAW L . Jb CSOArchitects Engineers&Interiors 2100 Kwrton. cramming Suite 200 N InI01{1 48'2,0 317800 FAX 317.574.09'M7 Arditc m iWilOoeM• �AnY11ea0.0 iollriolr �C,oglght toe! IED y�Yr.r���//rrr rin Z.r,1 Y Orr r r wyr r Iw.r Ti .lyWiM wM,l /. � REVISED D 9/25/01 Drs 10/� Do.,ss I�MRro/Acr CkdmdHq Hr.ul�Ew U Z 0 •� 0 U 0 0 2 "-4 0 W m C101 t nr t MMMlrll X211 J of J 0