1/ SAWCUT I CONSTRUCTION LIMITS EB XU . I LCDOI NN GT RSOHLI NI GA LDEMSI NAI NS DT RPAATRI OT NI A L SHEATHING TO BE REMOVED. I I I EXISTING/ __.- AD�CON IS T T R R O A ¼ T ,l I - O ,.. N . - , . .. __.,. --ti' -- BUILDING EAXB.ACNHDLOONREI ND E. CS OO NL UT TRIAOCNT LOI RN ES PHRA EL LV IROEUMSOL YV E W I T H I N BS UH IAL LDLI NCGA PF OA ON TY PARBI NA NT DAOS NREEDQ LUI \NREE DU .PCOONNCTURTATCI NT OG R PRIOR TO FURTHER ABANDONMENT. EOXT .H1ElR' PS V. CC OWNATTREARC LT IONRE ST HO ABLEL SR HE UMTO OV EF FWBI YT H I N BS UH IAL LDLI NCGA PF OA ON TY PARBI NA NT DAOS NREEDQ LUI NI REE DU PCOONNCTURTATCI NT OG R ,,. PRIOR TO FURTHER ABANDONMENT. 1\... �_j �Fi -:is' -rw -G( _'i: _vi_m_�-is-��.;;;--i��--------=-1/ EXISTING CL2 VENT TO BE DEMOLISHED. SEE SHEET 5 FOR MORE INFORMATION. ER XE .MSOI DV EE WD ASL EK E, SSTHAEI RE WT 4A YF OA RN DM HOARNEDI NR FA OI LRTMOABT EI O N / PS RI DOEPWOASLEKD SCEOEN DC ER TEAT I EL S ITNHFIOS RSMHAETEITOFNO. R MORE T/WALK: 541.96' T/WALK: 542.03' UI NSGT RF AONO FA NSDH EMAA T C H FAURTEUARBEYAOSWP HNAELRT P A R K I N G //1/ �"-'// ,,? / I I I I I EA XP .PARSOPXH. A5 L5 T0 TS OO . BFET .SOA FW CUT ANO REMOVED / � EXISTING 6" PVC ROOF DRAIN TO REMAIN PE AX CI SKTAI NG GE TPRL EA ANTTM�E N Y I / / / / / I / / / / SITE DEMOLITION PLAN DEMOLITION NOTES 1. FEINNGAILNGEERRADAEPPTROOMVAETDCBHAECXKISFITLILNG CONTOURING OF THE AREA WITH 2. REXEIMSOTIVNAGLAOSFPAHNAYLTMAANTDERCIOALNCRETE SHALL BE SAW CUT PRIOR TO 3 . DOARMI GAI GN AE LTCOOENXDI SI TTI IONNG OS RU RB RE OT TUENRD PI NRGI OS RS HT OA LDL EBMEORLEI TSI TOONR E D T O 4 . IDTE\ MS OT HL IES HCEODN TMRAATCETROI ARLSS .RTEHSEP OD NI SSPI OB ISLAI TLYOTFOADLILS DP OE MS EO LOI SF HAELDL RMEAGTEURLAIATLISONSSHALL COMPLY WITH ALL LOCAL. STATE AND FEDERAL 5 . CT HOEN TORWANCETRO RH ATSO RCI OG OH TRSD ITNOA TAEL LS DA LEVMAOGLEI SDHIET DE MMSA TWEI TRHI A TL HS .E O W N E R PS RT OI ORRE TDOOANNSYI TDEEAMSODL IITRIEOCNTWE DO RB YK , TSHAEL VOAWGNEEDRI T E M S S H A L L B E 6 ECLOENCTTRRAI CC AT OL RA NTDO I DN ISSTCROUNMNEENCTTA UL TCI LOI TN ITERSO. (LWWA !TREI NR G. S) EA WS SEORC, I A T E D UWNI TLHE SSSA IODTSHTERRUWCI TSUERNEOPTREIDO RO NT OT HBEE GD EI NMNOI NLGI T IAONNY PWL AONRSK. A S N E E D E D 7 . EE XA ICSHT IENNGDEOX NT EBROI OT HR LPIIVPEI NAGNTDOABBEA NADBOA NN DE DO NSEEDC TSIHOANLSL BBYE ESI ET HA LEERD A T SCEUAT L, ICNAGP AATNTDHBELSOTCRKU CATBUARNED OWNAELDL OL IRN ESSL AI NB DL OI SCT AUTRI BOENDAANRDE/AOSRT BOYB E PR LEAMCOEV. ETDH. I SA BSAHNADL OL NB EE DT HL IEN RE EI NS PUONNDSI SI BTI UL IRT BYEODFATRHEEA SC OMNATYR BAEC TL OE FR T I N UNLESS OTHERWISE NOTED ON THE DEMOLITION PLANS. CONTROL POINT SCHEDULE ITEM NORTHING EASTING ELEVATION DESCRIPTION CP-1 1159719.50 3043245.92 539.39 ½"REBAR CP-3 1159765.09 3043398.86 538.84 ½"REBAR CP-5 1159755.70 3043207.75 542.41 ½"REBAR RH EA MN DORV AE I LESX IASNTDI N SGTCEOP SN .CSREEET ES HSETEOTO4P , FOR MORE INFORMATION rn "i:;XPA"tJ .1,: "' RU ENMD EORV EE XEIXSITSITNIGN GC O4 "NDC. RL EDTREA LI NA NP IDPI EN G C):.. /0"'. e - -,-,I -c;;�, --EXISTING EFFLUENT TROUGH TO REMAIN STAIRWAY DEMOLITION PLAN FOR HOUSEKEEPING PAD ������===���������===�=�����-;7-CONTRACTOR 1SHALL INCREASE THE HEIGHT P - tOEUXRPAABNLSEI OSNE AJ OL AI NNTT w t I+ T/C 539.94'f. ' •. 4..- •. 4_ ,,. • . SLOPE ' J . .•. • -¾":1'-0" MAX.� ;, 4'" T. POURED CONG. - -+-j 4 4 _4 . ..J . HOUSEKEEPING PAD .. 4 Ow /V4ExR4 4-" WC O4 xMWP 4A CWT. WE D. F . TA YGPGER · EoG· , ANToE. 5B3A S E , + TIC 539.94' . 7'-0" +TICONC. 539.44' PROPOSED PLAN HOUSEKEEPING PAD DETAIL NOT TO SCALE HOOF UTSHEEKBEREI PCIKN GL EPDAGDE SAUSC RH ETQHUAI TR±E D2 "AOL OF N G H IC S O O B U N E S C T E R W E K E T E E E E N P F C I O N O U G N N P C D A R A D E T I T A O E N N D T \ O S E X C E P X O A P N N O C S S R I E O E D T N E A J B AO O N IN D V T E NOT BRICK TO CONCRETE. CN OE CNETSRSAACRTYO RT OS±H A2 L"LA RB OE MV EO VHEO UB RS EI CKKE AE SP I N G PNAEDC EASNSDA IRNYS TSAULCLHNTEHWA TWTEHEEP EHXOI SL ET ISN AGSW A L L HS HO AULSLE DK ER EA PI NI NAGC RP AODS .SETXHPEA NP SRIOOPNOJSOEI ND T F HS OH O U A U L N S L D E B K A E E T IE B O P E N I T N W W G A E P L E A L N D A T . N HDE TEHXEI SPTRI NOGP O S E D i"EXPANSION JO!NT w/ POURABLE SEALANT I I I I I I i� - , - \ \ \.._ -539_ C>,;/>v ETXR!OSUTIGNHGTCO RNE�M:i\.!N; EFFLUENT ' PROPOSED SITE PLAN GENERAL GRADING NOTES: 1. 2 3 4. FT IOL LSSEHCOU UR LEDS BP EE CP ILFAI ECDE DC OI NMLPAAYCETRI OS NNSO. TE AT CO HE LXACYEEERD SEHI GOHUTL D( 8 )B IEN UC NH IEFSO IRNMLLOYOCSOEMTPHAI CCKT NE ED SBSY AMNEDASNHSOOUFL DS UBI ET ASBPLREI NEKQLUEI DP MWEI TNHT WO FA TT EHRE AT YS PREE Q U I R E D RA ES QCUOI RM EP DA CBTYI NT GH EE QM UA ITPEMREI ANLTS. ACLOLMFPI LOLSSI NHGO UT LHDE BF EI L LC. OUMNPDAECRT NE OD TCOI R TCHUEM SS PT EA CN ICF EI ESDSPHEORUCLEDNAT BOUFLTL HD EO ZMEARX IOMRU SMI MD IEL NA SR I TT YR AOCBKTEADI NVEEDHI INC LAECSC BO ER DUAS NE CD E WW II TT HH AA LSTT M& DWE1 TNZSI GI T YE NT GE SI NTE 0E 1R5I N5 7G( ,9 5I NPCE. RA CT E( 8N1T2 )O4F8 M0 -A9 8X6I M4 .UTMH IDSRCYODOERNDSI NI TAYT) I AONNDACNOO MCPOLSETT ES DH ABLYL AB QE UT AHUE FRI EE OS PTOHNI RSDI BPI LAI TRYT YO. FCTAHL LE LCOOGNATNR AF COTL OZ , RP. E . RS HE PORUEL SD ETNHTEE RD EBSYUSL UT SC HO FT ETSHTESI NS-HPOL AUCL DE BD EE NRSEI WT YO TREKSETDS AI NN DD I CR AE TT EE STTHEADT ATSH ER ESQP UE CI RI FEIDE DU NCTOI LM TP HA EC TSI POENCLI IFMI EI TDSLAI MRIET SN OA RT EORB ET AA ICNHEEDD, .T H E A R E A S MWAHNEANGPEEMREFNOTR TMOI NCGOGN RT RA DO ILN MG OOI PS ET UR RA ET I OO NF SS OD IUL RS I. NAGMPUEDR IMOADTS MOAFYWBEETPWL AECA ET DH ETRO, PP RR OO VV II DD EE AA DF EI RQMU AWTOERDKEI NWGA ST EU RR IFNAGC, ED AR NA IDN TA OG EP RA ON DT EGCRTOTUHNED W A T E R EAXFPTEORSETDHESUEBXGCRAAVDATEIOSONSILSARFEROCMOMSPOLFETTEEN.ING. IT IS ALSO RECOMMENDED THAT CONCRETE FOR FOOTINGS BE POURED AS SOON AS POSSIBLE BT YH ET HP EL AVNASR SI OHUOSWUTTHI LEI TLYOCCOAMT IPOANN OI EFS A, PL LR EK VNIOOWU SN CUOT INL SI TTI ER SU CL OT ICOANT PE LDAWN SI T AH NI ND TAHSE ELVI MI DI TESN COEF DC BOYN SOTBRSUECRTVIAOTNI OANC COOF RADB IONVGETGORI NO FUONRD MCAOTNI ODNI T PI ORNOSV BI DYE D THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 5. SA ML LOGORT AH DFEI TS AANT DB OC OU NN DT IANRUYO SUHS AGL RL AMDEEE. TBEUXTI ST TJIONIGN .T SC OS NH TA RL LA CB TE OPRR OS HV IADLELDA ADTJ UTSRTA AN NS IDT/IOORN ACLU AT REEXAI SSTBI NEGT WP AE VE NE MPERNOTP AOSS ENDE CAENSDSEAXRI YS TTI ON GA SPSAUV RE ME EAN T . 6 . OT HN ESCl TOEN. TA RL LA CV TEOR RI F ISCHAATLI OL NNSO (TL! OF YC AA TL ILOUNT. ISL II ZT EY ACNODM DP AE NP ITEHS) 7S2H HA OL LU BRES MB EA FDOE RBEY CTOH NE SATPRPURCOTPI OR NI A TI SE TUOT ISLTI TAYR TC, OTMOPVAENRI EI FSY. IWF HA EN NY EUXT CI LAI TVI AE ST I AN RG EI SP R E S E N T CAARNOUBNEDPORERSOEVNETRTEOXIINSSTTINRGUCUTTIALINTDIEOS,BTSHEERVCEODNUTRRAINCGTOCRONMSUTSRTUNCOTTIOIFNY. THE UTILITY COMPANY SO A REPRESENTATIVE OF THAT UTILITY COMPANY 7. OTHREINCOTHNETRFAIECLTDOBRESFHOARLELWNOORT!KFYIS, ISNTWARRTITEIDNGO,RTHREESOUWMNEEDR. AND THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS FOUND ON THESE PLANS 8. ALL SIDEWALKS AND PUBLIC WALKING SURFACES SHALL HAVE A MAXIMUM CROSS SLOPE OF 2.0% AND A MAXIMUM RUNNING SLOPE OF 5 0% (1:20) 9 SCIODNETWRAALCKTTOOROTUOTEFNASLLU.RE POSITIVE DRAINAGE AWAY FROM BUILDINGS/SIDEWALK. GRASS SHALL NOT CREATE BARRIER FOR DRAINAGE FROM 10. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT TO HAVE HARD SURFACE SHALL BE SEEDED UNLESS OTHERWISE SHOWN. 11 PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS, AFTER INSTALLATION, CONTRACTOR TO TEST FOR. ANO CORRECT, IF ANY, "BIRD BATH"CONDITIONS. 12. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW FINISH GRADE ELEVATIONS INDICATED 13. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION_ 1 4 . FT OH RE CA LOLN FT IREAL CD TDOI MR ESNHSAI OL LN VS E. RI FI FAYN YA LDL I SDCI MREENPSAINOCNI SE SI NATRHEEF FOI UE LNDD PI NR ITOHRE TS OE SP LT AA NR ST I FN RGOCMO TNHS ET RAUCCT TUI AOLN F. ITEHLED CCOONNTDRI TAI COTNOSR, TSHHEA CL LO BNET RRAECSTPOORN SS IHBAL LEL NOTIFY THE ENGINEER IMMEDIATELY. Jf II # I \ \ '/) \ I I 1 SAACWC ECSUST REOXAISDTING RS UE QR FUAI RCEEDA S >-----DOWNSPOUT _______JW"!J.I: ID):1 T1:HIIP"IE�R:'_F'P"LAA_N"_ , ---_ Jj== i PVC OFFSET ADAPTER 3"x4" f-- DOWNSPOUT BY 4"SCH 40 HUB ASUCRCFEASCSEROAD TS RU EB AG TRMA ED NE T SLOPE 1.5% " • R S 4" I E D TIN E H W F IC O A K R L C C K E OW M N IT E C H N R T E F T I O B E V E E R R T A 4' Y G " C P G E O R M ' E O P G ", A A NC T o T E . E 5 B D 3 A SE, c---- 4"x 6" SCH 40 PVC COUPLING I 1--- 6"SCH 40 PVC PIPE l: >-. j CURB AND SIDEWALK DETAIL NOT TO SCALE 6'-0" 1 • MAX. • I . . .. ...,. EEVXEPRANYS3I0O'-N0"JOINT PITCH¼" TO 1'-0" TO DRA!N A4 "GCGO. MN oP.A5C3T E D PLAN VIEW � .. CUT JOINTS 44x"4T.-PWOU4xRWED4 WCO.WN.GF.. w/ C6 "OGMRPAAVCETLE OD RB CA SI NED OE NR S , CLAY OR DAMP SOIL ONLY TYPICAL SIDEWALK DETAIL NOT TO SCALE SITE PLAN REVISIO S : . :: BIO SET C 202s 8M0i2d wWees.ts et rBn r Eo andgwi n"eye rSs t.r eI nect . PO. 13<.>x 295 Loogootee, Indi,m:, 47553 DATE JULY 2025 DESIGN T.M.K. DRAWN ili\NIHC. Q.C. CH�CK E.K.P. PROJECT NUMBER 2025005-01 3 3 OF 20 I FlLE NUMBER I 45046 Do Not Use Plan Previews for Take Off
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