" "! �I � wt ?: N': ,: \ y .. " < � - Q !al � a z z z a z a oc' z r ��4 OC � oc MW �". � 89 "M 0� ;J :::i lS� i3� ~w 9J "" z� �8 if,� "a �4 �Y. oN �� 4C r------------------------ ------- TEMPORARY CONSTRUCTION EASEMENT ------- J_ I -I I BENCH MARK AND CONTROL POINT SCHEDULE 1 I I I I I I I I I I I I I I I I I I -'� I ru I L ri l ==---=-c,, --- HICKS, CARL RANDALL 83-01-28-300..004.000-009 (CULTIVATED FIELD} / / / ii' I / " 1$, �.. ���L���CRE�� u -L-h,-� • • � SPLASH PAD, SEE DETAIL • • ' SHEET 9, BY DIVISION I ilJ.J,----ffl:�Jc. CONTRACTOR INSTALL 8" COMPACTED No. 53 AGGREGATE , ,So,, ROLLED IN (2) 4" LIFTS OVER US 250 WOVEN .-·o• �-· , J POLYPROPYLENE GEOTEXTILES CLASS 2 I � ·, , FABRIC IN NEW ACCESS DRIVE AREA AND ..-- c-_:, • , ; 1' OUTSIDE OF NEW FENCE _....- , f · ---- ---� IP, ' I �PR � O � P � O � S � E � .D..3..�W, A � Y � � F � l� RE � � HY � D � R � AN � T � � I ASSEMBLY WITH A 6" AUXILIARY ' 1 , BGYA TDEI VV AI LCVOEN, TSREAECDTEOTRA I L S H E E T 9 , ' ' I j , 7 PROPOS:D 6" D I. CLASS 350 WATER MAIN WITH TRACER lf�--cc,...__.:,_IJI " ' . I WIRE, POLYETHYLENE I ' ENCASEMENT, AND BELL , RESTRAINT HARNESSES ON I ALL JOINTS, BY DIV I , 1 0 • CONTRACTOR ,,1/- -- r 1 ' p " ST AE NE KD FELTUASI LHTI NHGI S PSI PHIENEGT, � /�======� I t PWRI TOHP OT RS AE CD E8R" DW. II . RCEL, APSOSL Y3 5E0T HWYAL ET EN RE M A I N ENCASEMENT, AND BELL RESTRAINT 120'-0" 93'-0" J I I j I I ec I I I 1'-0" \ I I I , �d-+ ��;;v R ��:�:�� WATER ' I OVERFLOW ELEVATION= 649 0' . ,- , TOP OF FOOTER= 534.5' ���:;;;;;;;;;;:J,,,_: , I � I I , / CENTER OF TANK N: 1750330.90 --n E: 2853114.41 LAT: N40° 03' 12.06" LONG: W87° 26' 21.32" j ,, I I ; � Fi. I I ' �"'"==� ��----:, �: INSTALL ECLIPSE No. 88-SS , SAMPLING STATION, SEE I DETAIL SHEET 9, BY DIV I , CONTRACTOR. EXACT ' I ' LOCATION TO BE DETERMINED I / AT TIME OF CONSTRUCTION / AND VERIFIED BY OWNER. • ' I - , I / I I ' i , I �=�=""'"""".""'=' I , --c--r PWRAOTPEOR SMEADI N1 2W" IDT HI . CT RL AA SCSE R3 5W0 I R E , , I ENCASEMENT, AND BELL , I I I I I I 10 ITEM NORTHING TBM-1 1750185.8010 CP-7 1750199.5650 CP-8 1750222.5640 EASTING ELEVATION DESCRIPTION 2853008.4670 537.01 MAG SPIKE IN NORTH SIDE OF PWP 294-879 2853137.2070 537.74 5/8 INCH REBAR 2852990.9450 537.10 5/8 INCH REBAR NOTE: ALL WATER MAINS THIS SHEET SHALL BE INSTALLED TO A MINIMUM DEPTH OF 60" UNLESS OTHERWISE NOTED. . ,. ,, INSTALL VERTICAL FITTINGS AS NECESSARY TO PLACE TANK DRAIN PIPING A MIN. OF 18" BELOW TANK FILL PIPING "','e�----3-WAY FIRE HYDRANT ASSEMBLY --- .,,...- -........ 6"GATE VALVE-- POURED OR --, PRE-CAST CONCRETE THRUST BLOCK 6"x6"x6" D.I. TEE 6"D.I. 90' BEND---, ROTATE DOWN TO MAINTAIN 18"BELOW TANK FILL PIPING I / ', -- 6"ANCHOR COUPLING / '\. 6"GATE VALVE / \ (NORMALLY CLOSED) / \ '-====�=====:::J/ INTO TANK \ _... I SEE SITE PLAN I \ THIS SHEET / 6"MEGA-LUG RESTRAINT \ I \ I \ I ', / '- / -- _ .,.,.., PROPOSED 12"D.I. CLASS350 EFFLUENT WATER MAIN WITH TRACER WIRE AND POLYETHYLENE ENCASEMENT PROPOSED 6"D.I. CLASS 350 TANK FLUSHING WATER MAIN WITH TRACER WIRE, POLYETHYLENE ENCASEMENT, AND BELL RESTRAINT HARNESSES TO ALL JOINTS, +-+--+-----PROPOSED 8" D.L CLASS350 BY DIV. I CONTRACTOR 8"MEGA-LUG RESTRAINT 6"MEGA-LUG RESTRAINT 8"0.1. 45° BEND 6"GATE VALVE- - (NORMALLY CLOSED) 8"MEGA-LUG RESTRAINT - 8"D.I. 45' BEND 6"D.I. 45' BEND 6" D.I. 45' BEND I INFLUENT WATER MAIN WITH TRACER WIRE AND POLYETHYLENE ENCASEMENT -- 12"MEGA-LUG RESTRAINT ;J-----12"GATE VALVE �1-----12"ANCHOR COUPLING -t-,-�+--12"x12"x6"D.I. REDUCING TEE, ROTATE DOWN TO MAINTAIN18" BELOW TANK FILL PIPING POURED OR PRE-CAST CONCRETE THRUST BLOCK 12"MEGA-LUG RESTRAINT t.J==�-- PROPOSED 12"D I. CLASS350 EFFLUENT WATER MAIN WITH TRACER WIRE, POLYETHYLENE / NEW CHAIN LINK FENCE. 1,7'-f----:' .!.. / SEE DETAILS SHEET 9., BY HCAORNNTERSASCETSORON ALL JOINTS, BY DIV I / DIVISION I CONTRACTOR • // _,-,y-4 I � , MANDATORY 'A' ALTERNATE BID - POINT OF \.k,.,,.----'�. AND POLYETHYLENE I ·� R � E� ST � R � A � IN � T = H � AR T N � E � S r, S � E � S � O � N � A�L�L;;;:.a.::::;;=�" I / _JOINTS, BY DIV I CONTRACTOR 7 NEW 20' WIDE DOUBLE • ' / I I POURED OR PRE-CAST--� CONCRETE THRUST BLOCK PROPOSED 8" D.I CLASS350 INFLUENT WATER-� MAIN WITH TRACER WIRE, POLYETHYLENE ENCASEMENT, AND BELL RESTRAINT HARNESSES ON ALL JOINTS, BY DIV I CONTRACTOR 6"MEGA-LUG RESTRAINT ENCASEMENT, AND BELL RESTRAINT HARNESSES ON ALL JOINTS, BY DIV. I CONTRACTOR -- I , · CONNECTION TO DIVISION II WATER MAIN. l DIV I CONTRACTOR TO INSTALL CAP , I NEW 8" AND 12" 0.1. WATER MAINS FOR ., CONNECTION BY DIVISION II CONTRACTOR. SWING GATE, SEE I / / DD IEVT AI ICL OSNHTEREATC9T, OB RY , / ' ' -</ \_ !----+!· G J,t.J,_,q,t ' . • . '- • - ·• C �"" DIV I �-Cl --"'.cl- 9' ___:_:_ cf__:__ Cl -ic-=---a,, _<-, 1 c:t, - <Y/' ) 1 '� .. f---"""- �:-•--_-_-_._J-::�·· ::; z:::/=,=,��, ��· ·t::==1v-• - -_ -_-.:c.·�_-_-_,_, -'-t�,.U I�===�!� 535 1 I -- - -=----- - - DIV II 77'-0" PMRA OI NPSOBSYE DD I 8V" &I I C1 2O" NWTARTAECRT O R V 20'-0" I 19'-0" ' I ' /! ' __:_� - --� ---- J I /DOBBINS, QUIN '93--01-28-442--015 (CULTIVATED DDS I T E V O T A N I I C E L O A S N C H T C E R E E A T S C S 9 T DORRI ,VSEEBEY EXISTING TOVVN OF PERRY le llLE 8" PVC 'f\'ATER MAIN AND F E HYDRAIJT TO REMAIN IN sP,vlCE / / i ec " "' a·w - a �1-. ., ADAMS STREET / BLKT. I N 0TANK FLUSHING DETAIL -ALTERNATE ' A' BID DO NOT SCALE NL 0--010 ELD) " 8 STATE ROUTE 32 ---- PL Pl � PL --- ., --- ec --- " --- " --- ec --- "---1. --- ec --- " --- " / .,______ -�-----[--me " BLKT. ---- ---- --= I C TE , RELL MARK & COURTNEY H&W '-......._ BLKT � 83-01-33-123-003.000-010 "-.. ----!. STONE PARKING AREA NEW 100,000 GALLO N ELEVATED I +CP-7 _,_W;..Aaa'T:...::E _ =::R.::.�S-'-TO='-'R::.....A:.:::G::..:: � �T.c.:.A...:..:Nc.:_K:...:..__- -:-:S '-......c:::- IT:.:: ;� P = LA "" N��-�·''' STONE I ) NEW TANK SITE PLAN - MANDATORY ALTERNATE 'A' BID • REVISIONS BID SET C 2025 Midwc�tcrn Engineers. Inc. 802 West Bro:idw:oy Street P.O. Box 295 Loogoo1e.-. lndiun" 47553 DATE JULY 2025 DESIGN M.M.S. DRAWN S.L.H. Q.C. CHECK E.K.P. PROJECT NUMBER 2022043-04 7 7 OF 1 1 I Fllf NUMBER I 44644 Do Not Use Plan Previews for Take Off
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