Midwestern Engineers, Inc. Plan Preview

i z ;!1 0 z � 0 " � � © o , z �, 0 © �, • 0 z " z 0 z � �· �w • �� i::i ---- NS " � �1 .. go � �< - � "� � ;� I u r.: � 0� i::i oc lal �� :,,: " 0 w ' w� �y 5N Si ·� I I I / / k /" / I I I I I I I I CONCRETE PARKING LOT EXISTIN LIGHT P -,·,-1 LE I I " 17 IJ-- 1/ EXISTING 8' GRAVITY SANITARY EWE, R MAIN / $ I/ / / ij ij I I I ij _,,y'I ij / \ I I / / / / \ / / !j / / ' ' / / LI t, / ;· <, \ l17i'i V 19-07-11-401-129 000-018 \ ''!1/JI Wabash Valley Produce Inc \ \ -�----it?' ', C Y1 ---- -�1� RA � -_'_: ' ' , I 'f---- ' �- l FUTURE GRAVITY SANITARY SEWER MAIN BY OTHERS EDGE OF FIELD\ GRASS 19-07-11-401-129.000-018 Wabash Valley Produce Inc \ 19-07 11-401-129.000-018 / I ---- ---- ----- Wab sh Va l ley Produce Inc / / � -----� c \ / / \ / / � l � � - S - TA _ L _ L _ 8 _ " _ P _ V _ C _ S _ D _ R _ - - 26 - A - ST _ M _ D + 3 - 0 - 34 - G - RA � V � l � T - Y _ S _ E - W � � - R ~ 7 = '' MAIN AT A MIN. SLOPE OF 040% FROM L.S 1A TO !:, it EDGE OF STONED AREA AND CAP WITH A SHORT I/ PIECE OF 8" PVC SDR-26 ASTM D3034 PIPE AND M J. II CAP INSTALLED INTO THE BELL END FOR FUTURE USE -'-----�d- --------�, ----- ; - ; ---�, -��-----1,r,--�----1,,i� - - - ---��-� , -+---IAl;J<i\J' I !---­ -- \ \ \ '- I I I I I I 19-07-11-401-129.000-018 Wabash Va l ley Produce Inc INSTALL 8" OF No. 53 STONE ROLLED IN (2) 4" LIFTS OVER US 250 WOVEN GEOTEXTILE MADE WITH 100% POLYPROPYLENE SLIT FILM YARNS !I N- STALL NEW 6'-0" DIAMETER !..,.---� I LIFT STATION No. 1A I LUMP survi._ : VALVE VAULT AS SHOWN SCALE: 1" = 10' 10 I I I I / / ' / / YI / / \ / / PROPOSED BOLLARDS NINE (9) REQUIRED SEE DETAIL ON THIS SHEET 0 , (SEE SHEET 23 FOR DETAIL) -.::;-;--::__ I/ [u'NIT PRICE I I I I I / / I/ I/ / / / / / / / / / / / / I/ I/ 0 / / I/ it •• / / EXISTING 12" V STORM SEWER MAIN / / / / / / / / it STONE PARKING LOT INSTALL 8" PVC SDR-26 ASTM D3034 GRAVITY SEWER MAIN AT A MIN. SLOPE OF 040% FROM LS 1A TO EDGE OF STONED AREA AND CAP WITH A SHORT PIECE OF 8 "PVC SDR-26 ASTM D3034 PIPE AND M.J. CAP INSTALLED INTO THE BELL END FOR FUTURE USE I I I I I I I \ 0 \ I I I \ o\ I \ I I FUTURE GRAVITY SANITARY SEWER MAIN BY OTHERS 0 0 0 I i I 'INSTALL NEW 5'-0" DIAMETER 'LIFT STATION No 1A 'METERING PIT AS SHOWN '(SEE SHEET 23 FOR DETAIL). I '••� / ______ _,,,,,,, ,., EXISTING / .: 7 :::. 0�' ,____ LIGHT POLE / / ./ GRASS EDGE OF FIELD 75' LINE CONT'D ON SHEET 4 CULTIVATED FIELD 19-07-11-400-004 000-018 Wabash Valley Produce Inc BASE FLOOD ELEV.= 478.8' LEGEND: EXISTING STRUCTURES EXISTING STRUCTURES DEMOLISHED/ ABANDONED IN PLACE - - cc-- EXISTING CHAIN LINK FENCE PROPOSED CHAIN LINK FENCE EXISTING CONCRETE STRUCTURE OR SURFACE EXISTING DITCH/ FLOW LINE EXISTING MANHOLE PROPOSED CONCRETE STRUCTURE OR SURFACE EXISTING STONE DRIVE OR SURFACE PROPOSED STONE DRIVE OR SURFACE -530- - - - EXISTING CONTOURS ----<GlQ]f--- PROPOSED CONTOURS ---U/E-- UNDERGROUND ELECTRIC = = 12" SAN = = = EXISTING SANITARY SEWER MAIN AND SIZE ==12"SAN== NEW SANITARY SEWER MAIN AND SIZE = = 10· F/M = = = EXISTING SANITARY FORCE MAN AND SIZE ==10"f/M== NEW SANITARY FORCE MAIN AND SIZE EXISTING MAINS ABANDONED IN PLACE e NEW MH1A BM-1 �CP-1 SL-1 � c:::===:::::i [iJ & NUMBER PROPOSED MANHOLE & NUMBER CONTROL POINT OR BENCH MARK LOCATION (SEE SCHEDULE} STRUCTURE LOCATION (SEE SCHEDULE) CULVERT POWER POLE w/ GUY WIRE TRANSFORMER ELECTRICAL PANEL 6"0 WELL COMPACTED INDOT #53 T XFMR PAD ELEV. = 479.80' � BTM/WALL ELEV. = 475.97' 0 i, T/XFMR PAD BE YOND '/" ELEV. = 479.BO' A _.,i, ..,_ � T /cc W �A= LL ����I '/" ELEV. = 479.30' 3'-3" STONE OVER GEOTEXTILE FABRIC ,,,.- f CHAMFERED EDGE 079200-JOINT SEALANT --- j" EXP. JOINT w/ SEALANT "JS-#1" ' , _ 4"0 COMPACTED INDOT #53 STONE 033000-CAST IN PLACE CONCRETE EXTERIOR 4" CONCRETE SLAB-ON-GRADE w/ SYNTHETIC FIBER & 4x4-W4xW4 W.W.F. 1 :50 SLOPE _J 0 DISCONNECT PAD SECTION SCALE: j"=1'-o" /, EXISTING 1 CONCRETE CURB 8'-0" 2 4 �. # io���� ·• .�· � I I I SLAB OPENING I. I, I IF ( E = 479 80'1 : - 1 IF.F.E. = 479.30'1 1 :50 SLOPE ' __,. ' I O I __,. 00 ' 0 � TRANSFORMER PAD PLAN SCALE: l"=1'-o" ... .f '. LJ 6"0 SCH. 40 STEEL PIPE FILLED w/ CONCRETE. PAINTED (COLOR SELECTED BY O W NER) 18"0 HOLE BACKFILLED w/ CONCRETE 6" STONE FILL BOLLARD DETAl L SCALE: l"=1'-0" PROPOSED LIFT STATION No. 1A SITE PLAN 11 • - REVISIONS IDEM COMMENTS 6.24.23 BID SET C 2023 � !idwe.st �m Engincns. lnc. 802 Wc�l Broadway Street P.O. Bo.� 295 Loogootee. Indiana 47553 DATE JULY. 2023 DESIGN J.W.W. DRAWN C.Z.M. Q.C. CHECK PROJECT NUMBER 2021005-14 22 22 OF FILE NUMBER 30 11 Do Not Use Plan Previews for Take Off