Midwestern Engineers, Inc. Plan Preview

z 0 ,;; sc 74-15-18-100-005.001-017 Wright, Charles M & Karen S ' l ___ ,. - - - PROPOSED 200,000 GALLON MULTl-LEGGED ELEVATED STORAGE TANK SITE PLAN I ' CONTROL POINT #2 CONTRACTOR SHALL CLEAR WITHIN ALL OF THE INGRESS/EGRESS UTILITY EASEMENT AND REO PROPERTY REMOVE ALL BRUSH/DEBRIS ACCUMULATED FROM THE CLEARING. NO "WINDROWING" OF THE BRUSH/DEBRIS WILL BE ALLOWED. THE USE OF A CHIPPER WILL BE ALLOWED IF PERMITTED BY THE OWNER AND PROPERTY OWNER. SEEDING WILL BE REQUIRED IN THE WOODED AREAS. I I "' I N" S "' T"A'L'L' 4 "' 0'L'. F--,o"F-' -INSTALL US 250 WOVEN GEOTEXT!LE CLASS 2 POLYPROPYLENE FABRIC UNDER 8" OF COMPACTED INDOT No. 53 CRUSHED / STONE ROLLED I COMPACTED � IN (2) 4" LIFTS WITHIN THE ENT!RE UJ FENCED-IN AREA I >- � NEW 200,000 GALLON ELEVATED I � � WATER STORAGE TANK 0:: W O.F. ELEV 594.00' a_' Z i TOP OF FINSHED � O_ O' I ,c;; FOOTER ELEV. 474. � 0 / SEE TANK DETAIL ON SHEET 8 . :::, / 8 fE CONCRETE SPLASH PAD ,,...I� / S EE �:�� 1 �_o_N_�� E - � T -� / FIELD VERIFY & TERMINATE CONDUITS IN NEMA 4X S.S. PULL BOX AT BASE OF TANK LADDER LEG NEAR CONDUIT STANDOFF BRACKETS 100' TEMPORARY CONSTRUCTION EASEMENT Lat: N3T' 54' 33.94" ---�---� L o ng: WBT' 06' 58.62" >t �I� Oz o.o CENTER OF TANK N 969152 2509 E: 2943206.7586 PROPERTY CORNER 5/8" REBAR, EL. 474.92 N: 969194.9401 E: 2943242.5975 ' 1/2" REBAR, EL. 467.90 >- ---... N: 969205.9030 E: 2942738.5860 24" CLASS 3 RCP PIP E / N. INV: 454.1 S. INV: 453.2 I I I I \ INST;LL A ,'2" THICK BLA�;;;�� "' �� ., �� / \ PLACED RIP-RAP (6" DIA. TO 12" DIA.) CONTRACTOR TO GRADE DITCH ' k l AS REQUIRED TO MATCH THE INLET AND OUTLET INVERTS OF THE 74-15-18-600-020.000-0 Holbrook, Brent INSTALL 80 l.F. OF 15" CLASS 3 RCP PIPE N. INV: 461.0 S. INV: 457.4 I ' ' ' ' ' I ,, '\ ' ' l; ' / l , , ' I CULVERT PIPE , , ,/ ,, i;,">,-------­ /--­ / -- 0 0 + � --- -- 460 --- ' ' CENTERLINE OF ACCESS DRIVE / N: 969102.7092 1 E: 2942552.3101 I �------,------- PROPERTY CORNER 5/8" REBAR. El. 458.66 N: 969072.3340 E: 2942546.1570 I --A�y D.I. CLASS 350 Plt-'t---- - - - WITH POLY. ENCASEMENT AND TRACER WIRE GATE VALVE-- - - -�. , 1O" MEGA-LUG , , GATE VALVE l ANCHOR COUPLING ) GATE VALVE 1o"x1o"x1 " D.I. SLEEVE D.I. TEE � - - ---1o"X6" D.I. REDUCER EX. WATER MAIN TO REMAIN IN SERVICE D.I. SLEEVE EX. WATER MAIN T REMAIN IN SERVICE POINT OF CONNECTION DETAIL DO NOT SCALE � � g g: • • 0 0 II II ;:: ;:: w w y:�y::-;, <(N<(N w ....- w ....- ffi;? ffi * PVI STA: 0+30.00 -0.37% 47 46 ' ' "N"S TTA ;cc; L L-8°'0"L .°F-C . omc F- i 15'" CLASS 3 RCP PIP E N. INV: 461.0 S. INV: 457.4 46 45 45 44 44 0+00 PVI ELEV: 463.02 K: 1.76 LVC: 20 00 PT. STA: O+ 4.92 PT ELEV: 4 2.80 0 N 1 'ff w O EX. 6" WATER MAIN 0+50 �- 1+00 PVI STA: 1+25.34 PVI ELEV: 460.26 K 28.72 LVC: 63.00 , " 1+50 74-15-18-100-005.000-017 Ahl, James C Jr & Anita M INTERCEPT EXISTING FILED TILE AND INSTALL 50 L.F. OF HOPE, NON-PERFORATED DUAL WALL PIPE. CONTRACTOR SHALL POTHOLE 0 TO DETERMINE SIZE PRIOR O TO ORDERING PIPE )( / ,/ 7 / / ,,.- / / / / // , / ' // I./ �' -- - - - ·' 1 "°f/ ru K, // ,,. - - - ,,. " r---- - L.__ .� � "' °' $ '\ ---L._ - ' , I I r / JI" I I I I I I I / I I / / / I , ,.,, . I , 460 - 459 -Fl.OW ' ------ - ----- _, , , , / , , INSTALL 12' WIDE ACCESS DRIVE WITH WITH 8" COMPACTED INDOT No. 53 CRUSHED STONE AND COMPACTED SUB-GRADE OVER OVER US 250 WOVEN GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC ROLLED/COMPACTED IN (2) 4" LIFTS SEE SHEETS 6 & 7 FOR CROSS SECTIONS ANO SEE SHEET 9 FOR TYPICAL STONE ACCESS DRIVE DETAIL / __, 457 456 455 74-15--18-400-024.000-017 Price, Ja"1'" D & C..ry L , " ' I \ \ �i��p �;t� O L ���;��� l � E CLASS 2 / \ \ CO- .NTROL PO!NT #1 / flELD TU�\ i I I 1 0 : , I / \ �: Lat N37 ° 54' 32�8" I '°\ Long : W87 ° 07' 01.26" r \ I ��,- - ,-- --F�f"'-" -,�: , " ' ' -,-- / ' ' ' ' ! / �- ' ' ' + • I I ' .- INSTALL A 24" THICK BLANKET OF HAND PLACED CLASS 1 RIP-RAP PROPERTY CORNER 5/8" REBAR, EL. 471.64 N: 969066.1070 E: 2943131.1290 OVER US 250 GEOTEXTILE CLASS 2 POLYPROPYLENE FABRIC SEE RIPRAP APRON DETAIL THIS SHEET I FLOW (3) 2" SCH. 80 PVC CONDUITS WI MIN. 24" COVER FROM ELECTRICAL / CONTROL RACK TO TANK LADDER LEG BY DIV. Ill CONTRACTOR. STUB UP AND CAP FOR FUTURE USE NEAR ELECTRICAL EQUIPMENT ELECTRIC SERVICE ENTRANCE AND EQUIPMENT RACK � ! 2!1 4 �" C;:jL] A s§S]iS}3]R:£C£P }- ! --- ----- n 7.5' BY DIV. II CONTRACTOR 2+00 PVI STA: 2+58.57 PVI ELEV: 459.33 K: 98.56 LVC: 95.00 � 0 "' "' m " " 2+50 ---- -- 3+00 PVI STA: 3+38.60 PVI ELEV: 458.00 K: 64.22 LVC: 42.00 3+50 4+00 10.0' e- -12.5'- RIPRAP APRON DETAIL PVI STA: 4+37.82 PVI ELEV: 457.00 K: 4.85 LVC: 47.00 LOW PT. STA: 4+19.21 LOW PT ELEV : 457.21 4+50 PROPOSED GRAD E -EXISTING GRADE 5+00 8.68 .0 5+50 w ' ' ' I ' I ' I I� V,' . ' ' ' ' '� ' ' ' I ' ' I ,, ' ' ' ' ' EXISTING SIP POWER POLE TO REMAIN TEMPORARY BENCH MARK ' RR SPIKE N. SIDE OF POWERPOLE EL. 473.49 N: 969045.8970 E: 2943160.9870 I I / ' ' I ' ' I ' ' ' ' PROPOSED 6" 0.1. CLASS 350 WATER MAIN WITH POLYETHYLENE ENCASEMENT INSTALL WATER SAMPLING STATION EXACT LOCATION TO BE DETERMINED AT TIME OF CONSTRUCTION.%" TAP FOR STATION SHALL BE LOCATED ON THE 10" D.I. FILL LINE SEE WATER SAMPLING STATION DETAIL ON SHEET 9 !NSTALLTWO (2)10" GATES VALVE WITH POLY ENCASEMENT 3 -WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE PROPOSED 10" 0.1. CLASS 350 WATER MAIN WITH POLYETHYLENE ENCASEMENT ANO TRACER W!RE � POINT OF CONNECTION DRY TAP EXISTING 6" MAIN WITH A 10"x10"x10" D.I. TEE, TWO (2) 10"x6" 0.1. REDUCERS. TWO (2) 6" GATE VALVES AND ONE (1) 10" GATE VALVE SEE POINT OF CONNECTIONDETAIL THIS SHEET PROPERTY CORNER 5/8" REBAR, EL. 470.14: ---- N: 969064.9680 E: 2943241.2370 011�- - - - METER CROCK, LID AND SENSING LINE PROVID E D AND INSTALLED BY DIV. JII CONTRACTOR. TRANSDUCER, CABLING AND CONDUIT FROM METER CROCK TO SCADA PANEL BY DIV. II CONTRACTOR LEGEND 6+00 PVI STA: 6+27.82 PVI ELEV: 473.50 K: 6.95 LVC: 67.86 HIGH PT STA: 6+54.20 HIGH PT ELEV: 473.17 6+50 � M � � M 'f � vi� - = REOWATER PROPERTY TEMPORARY CONSTRUCTION EASEMENT INGRESS/EGRESS AND UTILITY EASEMENT "' 0 "" 80 75 70 65 60 55 50 45 40 7+00 HORIZ. & VERT SCALE: 1"=30' INSTALL 40 L.F. OF 24" CLASS 3 RCP PIPE N INV: 454.1 PROPOSED TANK SITE PLAN AND ACCESS DRIVE PROFILE S. INV: 453.2 • u � - "' "' zZ �� oO Cf) w w I- < < z � � W .J .J wW :ii: z z w > gg .J .J 0 "" C) C) a: 0 0 a. 0 0 :ii: q . 0 Co Ul "' :ii: � � w � z I- !!1 :c Cf) iil I­ >- u. �Cf) 0 l- a: .J z <( W w �::; � ::; ���� ' W - a: ·o ,! z 0 " REVISIONS 4-2-2024 BID SET C 2023 MidwesternEngineers. Inc. 801 West Bruudwuv Stre�l P.6. Box 195 LoogootL"C. !ndian,a 47553 OAIT NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 5 5 OF 10 I Fll£ NUMBER I 43620 Do Not Use Plan Previews for Take Off