The URL can be used to link to this page

Home My WebLink AboutV 52-02, V 53-02 Hamilton County Senior Services Center Relocation - Site Demoltion Plan C1.0SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC PERMANENT SEEDING A A j i I 1 DORMANT SEEDING k A AI lEMPOR4RY SEEDING B I p C i OMITS OF CONSTRUCTION 1 1 1 1 1 J J i MN MM MO NM Ids iIIIII ICI MIN es c <0 X eo X J X� X NO MN MN, X �L�X c ��A�X no am rma IM MM MM WM MN WM NM III mu am mm oo X X cb X co A IMM MIN MN 4 O no its r� ,e7 sea us: 11 era 111. e X I®II ®Y else w� 1221 Ap c, o X �O MIN 11021 MOM NW NEI MN M X C XC X MN NM Ftli e� WM sale Ise MI Test MI MOM MI else es$ sI INN NU II e�II 111111 Q� X co' c,�h`?X /5). SCALE 1" 20" INN immxmill t� h X ALL AREAS DISTURBED BY NEW CONSTRUCTION TO BE RESTORED TO ORIGINAL CONDITION AT COMPLETION OF PROJECT. 4)< �p� mum 4� fi4-D'. �b rj/ ,,--1, X c rLo X ,oX 5J SITE DEMOLITION PLAN DOORS TYPICAL NORTH X� SITE SYMBOLS AND ABBREVIATIONS SCREENED ITEMS INDICATE EXISTING TO REMAIN EXISTING CONTOUR LINE NEW CONTOUR LINE EXISTING SPOT ELEVATION EXISTING GRADE 1z -1123.451 NEW SPOT ELEVATION TOP OF EXIST. CURB CURB GUIItR 123.45 123.45 NEW ASPHALT PAVING Na CONCREI E PAVING r EXISTING TO BE REMOVED LI EXIST. UTILITY TO BE REMOVED SAN NEW UTILITY (RCP) PIPE MATERIAL 0,00617, SLOPE (FEET PER FOOT) DIRECTION OF SLOPE G E T W SAN STM CS ST F.P. U/G- 0/H– PIV GENERAL NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. CONTRACTOR SHALL VERIFY LOCATION AND INVERT ELEVATIONS OF EXISTING SEWERS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL MAINTAIN A COMPLETE AND OPERABLE UTIUTY SYSTEM. AT ALL TIMES. CONTRACTOR SHALL INCLUDE IN HIS BID PROPOSAL COSTS FOR CUTTING AND PATCHING AS REQUIRED TO COMPLETELY INSTALL THE WORK INDICATED. CONTRACTOR SHALL INCLUDE ALL TAP FEES, PERMIT FEES AND APPLICATION FEES IN HIS BID PROPOSAL AS NECESSARY TO COMPLETELY INSTALL THE WORK INDICATED. INFORMATION SHOWN WAS OBTAINED FROM AN OWNER FURNISHED SITE SURVEY OF EXISTING CONDITIONS AND IS UNCONFIRMED. CONTRACTOR IS REQUIRED TO FIELD VERIFY THIS INFORMATION AND NOTIFY ARCHITECT OF ANY DISCREPANCIES SO MODIFICATION CAN BE MADE. CONTRACTOR SHALL COORDINATE EXACT UTIUTY LOCATIONS WITH THE OWNER AND LOCAL UTIUTY COMPANIES PRIOR TO COMMENCING ANY WORK. UTIUZE THE INDIANA UNDERGROUND PLANT PROTECTION SERVICES, INC. AT 1- 800 -382 -5544 PRIOR TO ANY EXCAVATION ON THE SITE. DEMOLITION NOTES: O i PARKING STRIPING TO BE COVERED UP WHEN SEAL COAT IS APPUED. SEE C2.0. O 2 REMOVE IXISTING ASPHALT PAVEMENT AND BASE COMPLETE; MAKE STRAIGHT SAWCUT AT TERMINATION. O REMOVE EXISTING METAL HAND RAILING COMPLETE; STORE PER OWNERS DIRECTION. o X �t 0. r<D• WW WW>MM NM MN MN MIIMM WM NIE WM WM WO NM WM MN NM ME EMI M sen MN reel !MI MN III NIM 4 IOW TOP OF NEW CURB CURB GUI IER EXIST. UTILITY TO REMAIN GAS ELECTRIC TELEPHONE WATER SANITARY SEWER STORM SEWER COMBINED SEWER STEAM LINE FIRE PROTECTION UNDERGROUND OVERHEAD POST INDICATOR VALVE l 1, o X 7 A cb ,b P X I X X RD') a `L 1 1 a 0 o �0 X. `1� X ti Lam' LIMITS OF CONSTRUCTION PVC RCP HDPE DIP CI DS CO– INV. 754.32 INVERT ELEVATION EXIST. STRUCTURE TO REMAIN C.B. NEW STRUCTURE C.O. CLEAN –OUT 1000.00 N COORDINATE POINT 1000.00 E *RP 4LMP TREE, SHRUB, BUSH TO REMOVE FLAG POLE CONSTRUCTION LIMIT UNE MATCH EXISTING VALVE WITH RISER BOX DOOR 0 FP NW MN M.H. MANHOLE D.H.M. DROP MANHOLE CB CATCH BASIN C.I. CURB INLET EX. EXISTING T.C.– TOP OF CASTING ELEVATION POLYVINYL CHLORIDE PIPE REINFORCED CONCRLIE PIPE HIGH DENSITY POLYETHYLENE PIPE DUCTILE IRON PIPE CAST IRON PIPE DOWN SPOUT CLEAN OUT EXISTING POWER P011 NEW POWER P011 NEW LIGHT BOLLARD NEW LIGHT EXISTING LIGHT EXISTING FIRE HYDRANT TREE, SHRUB, BUSH EXISTING TO REMAIN NEW TREE, SHRUB, BUSH AND TYPE ess a MN MN LIMITS OF CONSTRUCTION X n MI UM MM MN MM MN us nu mon ,malt its atm RN MEM sat Ern me MIN NMI IMM MN NM Ma X O X cP r L MM MW 22MANN NW MM NM WM EN A KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST, IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. B SPRING OATS 3 BUSHELS ACRE 2.31bs. 1000 Sq ft FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400– 600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. C WHEAT OR RYE 2 BUSHELS /ACRE 3.5Ibs. 1000 Sq. ft FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400– 600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. D ANNUAL RYEGRASS 40 LBS. /ACRE (I LB. /1000 SQ. FT.) IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND SEPTEMBER INCREASE SEEDING APPLICATION BY 50% co sM ftMW ■1eI c b X I �r I "D\ L.) ,v`xl 1 1 1 1 1 1 1 1 1 1 LIMITS OF CONSTRUCTION X XXo X�o N X III NM' WM Maas at c o' r 0,2 X ARCHITECTURE ENGINEERING INTERIOR DESIGN AND A CONTINUUM OF PROJECT MANAGE MENT SERV CES HAMILTON COUNTY SENIOR SERVICES, INC. BSA DESIGN 9365 COUNSELORS Row SUITE 300 INDIANAPOLIS INDIANA 46240.1479 317.81 9.7878 PH 317.81 9.7288 FX www.bsadesign.com HL SENIOR SERVICES RELOCATION SCALE 1" 20' CLIENT NO. COORD DRAWN APPROVED FILE NAME JRR C ME RAB 001 C1 .O.DWC IT QEMdLITIOR LAN DATE 02/22/02 COMMISSION 525001