I I I I I I I I I I � I > w oc I �0 ---0--- --- --- --- --- !, I i L - - - - - -- - .Ii-- - - -- - - -- - - ---l!.-- - �' 0 � oc I � r � § � - > 0 i l w �;, i ��• oz t �.u_ •�"o �� N- ;_;;qj . ro 2 0�, Q� �w ·" z� W0 O� OC 0 w� z -, □�c ..:□ N<- o cS 5 , . <c BRADLEY FIECHTER DR 157, PG. 252 4.21 Ac. I I\ "f I I \ \ \ -- -- - ' ------- ---- EXISTING 25' TEMPORARY CONSTRUCTION EASEMENT CITY OF BLUFFTON EXISTING INGRESS/EGRESS PERMANENT EASEMENT I I I I II I I I I I I I I �� II II s n. n. " : I :1 : I :1 :1 : I :1 : I :1 ' I :1 :1 :1 :1 :1 :1 :1 :1 :1 :1 : : 1 1 ' I I I I ------------------------· -----� ---------------- -------------------------- EXISTING 12" ------------------ --------- RAW WATER MAIN ,,, 0�- 0 r----------------------------------------0·---------------------- TBM- #2 NE CORNER SE/4 SEC. 21, T-26-N, R-12-E PK. NAIL SET@ WIT. I I I I I I I ls'"' I IQ. IQ. I<{ I I I EXISTING 25' PERMANENT EASEMENT I I I I I I I I I I I LEGEND IEg31 -RW12" PROPOSED STRUCTURE PROPOSED PRODUCTION WELL RAW WATER MAIN PROPOSED RAW WATER MAIN PROPOSED 12" D.I. CARRIER PIPE II I II II II II II I II EXISTING 12" '-'�� RAW WATER MAIN c=======:1 20" PROPOSED 20" 0.1. CASING PIPE COVENANT CHAPEL INC. 5.79 Ac. DR 157, PG. 386 I EXISTING 12" WELL CASING I I I / / I I I _ EXIST. STONE Ir ACCESS DRIVE BLUFFTON - NE,.W WELL 10 OVERALL SITE PLAN / SCALE: 1" = 30' _.,,. I I I I I I I I I I I I 11 25 ' II I I I I I I I I II II � I � I I I I I I I I - - -.:__ --- -- +--- ---- - - - - - ----'l.- -- ITEM SL-1 SL-2 CP 1 CP 2 CP 3 CP 4 I l _J ' :1 :1 � I I I NORTHING 1983136. 9230 1983135.5730 1983136.3540 1983135.8550 1983070.8150 1983070.1420 l I l l l l l l l I : s l 0: l l o_ l o_ I <{ l l l l I PROPOSED STONE DRIVE ====o==== PROPOSED SECURITY FENCE W/ 2' STONE MOW STRIP PROPOSED CONCRETE EXISTING STONE SURFACE PROPOSED CONCRETE STOOP ---000--- EXISTING CONTOUR LINE ----{@)- PROPOSED CONTOUR LINE PROPOSED SPOT ELEVATION EXISTING UTILITY POLE -@QJ 0 EP EDGE OF PAVEMENT •TEM #1 - Mag west spike east side power pole located of S.R. 1, South of C.R. E. 350 S. El. 838.95' TEM #2 Mag spike west side power pole located east of S.R. 1, south of C.R, E. 350 S. El. 838.54' CONTROL POINT SCHEDULE EASTING ELEVATION DESCRIPTION 467295.2230 838.45' HUB SET 467238.8260 838.37' HUB SET 467272.6980 840.92' MAG NAIL SET 467248.9230 840.86' MAG NAIL SET 467293.4850 838.53' TBM �2 MAG SPIKE WEST SIDE POWER POLE 467150. 7120 838.95' TBM •1 MAr: SPIKF FAST ,1�c pnwco 0�• c -- 30' 0 30' z 0 .... ± REVISIONS: tic w� -, 0 O z a: _, a. _, �� z > w _, �� w :, > CJ) 0 II a: w a. � � ;: en _, " � a: 0 O z � :, a: ::; w ;: �w � z DC IORNESCTTRI VUEC TNI OoN. 2 CHANGE BID SET 02024 llfolwt,;tem Enginters. Inc. 802 \Vest Broadway S!rett P.O. Box 295 Loogootee. lnd;ana 47551 DATE JUNE, 2024 DESIGN M.M.S, DRAWN D.A.P. Q.C. CHECK S,D.B, PROJECT NUMBER 2018031-02 2 2 OF 8 I FILE NUMBER I 44333 Do Not Use Plan Previews for Take Off
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