> 0 12" D. 12" D. 6"GATE VALVE&B ✓/ :] CAPPED&BLOCKED M. J. 45° BEND /�:,,, FOR FUTURE (TYPICAL) � V �• -'--•�-CONNECTION. END CITY INSTALLATION (SEE NOTE BELOW) tl F C 6" UA G T P U A P R E TE E D & V C A O B L N L V NO E E C & C K B T E I OD O X N F O. R 6"GATE VALVE&BOX �--r 6"GATE VALVE&BOX 12"GATE VALVE&BOX 6 .. D.I 5¼"HYDRANTW/6"M J 12"x12"x6"D. I M. J. TEE ---.f;t===��===i�.'ct<,:/0--7 CONNECTION 12" D I 6"x6" 0. I. M. J. TEE PPREROMPOASNEEDNT12W"ELL No. 10 �;::cS,;:::;fjlN, 1982591.0712 Ee 466940.7448 PROPOSED STONE -�-4"°1IACCESS DRIVE BLUFFTON - NEW WELL 10 OVERALL SITE PLAN SCALE, I" - IO'-0" - ----�--- i I l I I I 6P"RGOAPTOESVEADL6V"EDA. I N. MD. JC. OT EN EC RWEI TT HE THRUST BLOCK BY CONTRACTOR I E N1D2 "CWI TAYTI EN RS TMAALI LNAATTI OWN EOLFL NS EI TWE SECURITY FENCE. CONTRACTOR I NTSOT AMLAL KA ET I OC NO NONFEACLTLI ORNEAMNADI NCI NOGMPPILPEI NTGE 1 i - : : : c - . _ WITHIN WELL HOUSE AND FENCED AREA. G A TCEOVNATLRVAECAT NO DR 1T2O" xP2R" Ox 6V"I DD E. I . NM E. JW. T E1 2E". I/ J I I I I \ REFER TO DETAIL ABOVE F EPNRCOEP OWSI TEHD SSTEOCNUER IOT NY ENTIRE SITE AS INDICATED \ \ \ \ \ PROPOSED 12" PERMANENT WELL No. 10 Ne E1e984265699315.0.751642 ( WEAXTIES RT ITNI GGH1T2,"LWO ECLKLI NCGA CS IANPGI NT OS TRAELML EA DI N) NEe e1948627600889..39352400 PROPOSED 12"x12"x6" D.I.M.J. TEE WITH 6" GATE VALVE AND CONCRETE THRUST BLOCK TO BE INSTALLED BY CITY P R TORPAONSSEMDI S1 S2 "I ODN. I .MRAAI NW BWYACTI ET RY .::{1�t(. ; �::�:;: \J:� .--�::� \ SL 13 25'R et PROPOSED 16' ROLLING CHAIN LINK GATE 9 0 50'-0" / / / \ \ I I \ \ I I I I I ' J • GSU R MAVP EL COVENANT CHAPEL INC. 5.79 Ac. DR 157, PG. 386 AECXCIES ST S. SDTROI NV EE SLS ' ' ' ' PROPOSED STONE ACCESS DRIVE' ' \ ---------- et ---------- SL12 NA EC WC ESSTSODNRE I V E et 4" SCH. 40 PVC FLOOR DRAIN OUTLET TO GRAVEL SUMP I I I I �I : &I I "'I I I I I I I I I I I I I I ft. _ .__ - -++:I 7 EXISTING 12" RAW 11 WATER MAIN 11 'k°''<, SL5 11 ___---------------------------� : I : I : I : I : I : I : I : I : I : I : I I I I I I I I I I I I I I I I I I I -tr I , I _ J LEGEND -RW- ,,. c=======:J 20" � l+i.ii:.�•t;;>�::J ---000--- ---[QQQ}-- � 0 EP w I 0 I 0 I PROPOSED STRUCTURE PROPOSED PRODUCTION WELL RAW WATER MAIN PROPOSED RAW WATER MAIN PROPOSED 12" 0.1. CARRIER PIPE PROPOSED 20" D.I. CASING PIPE PROPOSED STONE DRIVE PROPOSED SECURITY FENCE W/ 2' STONE MOW STRIP PROPOSED CONCRETE EXISTING STONE SURFACE PROPOSED CONCRETE STOOP EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED SPOT ELEVATION EXISTING UTILITY POLE EDGE OF PAVEMENT EMXEI TSAT L. 1E2N" DC MS EP CWT /I O N BOTH ENDS w I 0 222'-0" EA XCI CS ET SI NSGDSRTI VO EN E ,1 I 11 o l ' ' re±=a'======-===="""'-71 �� ,J,: ' 1 EXIST. STATE ROAD 1 'Ii : : \ I -UTILITY PULL-OFF (EXISTING STONE DRIVE) et ----------rr==---------=si ---------- PROPOSED POWER POLE, ---------- et CONDUIT RISER AND PRIMARY et WIRE WITH TERMINATIONS BY INDIANA MICHIGAN POWER CONTRACTOR TO PROVIDE AND INSTALL 4" SCH. 80 PVC CONDUIT WITH MIN. 48" COVER, PULL ROPE AND LONG SWEEP ELBOWS AT EACH END. ITEM S S L L - - 2 1 S SL L - - 3 4 S S L L - - 5 6 S SL L - - 8 7 SS LL -- 19 0 NORTHING 11998822650827..66297104 11998822559918..04711421 11998822772189..81288487 11 99 88 22 76 91 80 .. 16198394 11998822669205..26960874 /-1', '1 FOR ENTRANCE DRIVE .... CONTROL POINT SCHEDULE EASTING ELEVATION DESCRIPTION 466929.2743 842.50' SOUTHWEST CORNER CONCRETE BUILDING SLAB 466943.6662 842.50' NORTHEAST CORNER CONCRETE BUILDING SLAB 466940.7448 TEST WELL PRODUCTION WELL LOCATION 466932.2143 WATER MAIN FLOOR OPENING IN WELL HOUSE 467107.3752 CENTER 20' TURNING RADIUS -EAST 467079.4530 CENTERLINE STONE ENTRANCE - NORTH 467080.2024 CENTERLINE STONE ENTRANCE - INTERSECTION 467051.6650 CENTER 20' TURNING RADIUS - WEST 467058.7811 PC CENTERLINE OF NEW STONE ACCESS DRIVE 467064.4447 ACCESS DRIVE CENTERLINE 57' RADIUS POINT -------�-------------�- SL-I I 1982627.7801 467032.7792 25' E.O.P. EAST RADIUS SL-12 1982595.4358 467067.3932 END STONE ACCESS DRIVE SL-13 1982627.1785 466999.7770 PT CENTERLINE OF NEW STONE ACCESS DRIVE SL-14 1982594.1759 467000.3484 INTERSECTION OF NEW STONE ACCESS DRIVE SL-15 1982626.5390 466966 7808 25' E.O.P. WEST RADIUS SL-16 1982593.1620 466946.4661 WEST END NEW STONE ACCESS DRIVE SL-17 1982576.6708 466919.0141 SOUTHWEST CORNER OF SECURITY FENCE SL-18 1982617.6402 466968.2547 NORTHEAST CORNER OF SECURITY FENCE BLUFFTON - NEW WELL 10 ENTRANCE DETAIL SCALE: 1" - 20' 20' 0 20' (.) 0 w� z .., . 00 0 IC Z a. :l rs 1/J w u., ... ;: z >- � w -' � � w ::J > en 0 II i:o IC w a. � u., ;!l ;: 0 1/J -' �� IC -o2 rs �� ,.... IC ::; u w ;: �w � z RC EOVNISSTIORNUSC:TION CHANGE DIRECTIVE No.2 BID SET 02024 Midwc:;tern Enginccns. Inc. 802 West Broadway Slrtel l' 0. Bo� 295 Loogootee. Indiana 47553 DATE J DE U S N IG E N , 2024 M.M.S. DRAWN D.A.P. Q.C. CHECK S.D.B. PROJECT NUMBER 2018031-02 3 3 OF I FllE NUMBER _ 44332 8 Do Not Use Plan Previews for Take Off
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