Midwestern Engineers, Inc. Plan Preview

NEW WATER TREATMENT PLANT SEE DIVISION I, MEI PROJECT 2015067-01 ----------­ ;;---._________, "._ " ----- ---'" =_:_�=:,_-=--=- - �-� --= ------------d Ex1s·1mr,-R1?1,qHj& WOODS EXISTING STORAGE BUILDING 2 \ EX. SLUDGE DRYING BEDS 2 NEW CONTAINER BAG SLUDGE DEWATERING SYSTEM r- ,­ NEW POLYMER I · . �· FEED BLDG. t:...J EX. SLUDGE LOAD STATION ..______ EX.TRANSFER PUMP STATION' \ / 4 9 3 EX. EFFLUENT CHAMBER b DRAW-OFF PIT -'-- 150'"-0" (typ.J(D 150'-0" {typ. 1 Taper Cut lo Match Stone to Pavement Aggregate No. 2 � TOP-DRE S FIRST 50 FEET ADJACENT TO PUBLIC ROADWAY WITH 2-3 INCHES OF INDOT No. 53 AGGREGATE 15'-0" FROM EDGE OF PUBLIC ROAD PROVIDE A VEHICLE PROTECTION SOCK OR DIVERSION RIDGE w/3: 1 SIDE SLOPES AND A 2'-0" FLAT TOP AREA, 8" MIN HEIGHT, MAX 18" HEIGHT Public Road >!I.. ,, ¾ \_Existlng Groom! \_Temporary Geot�tile NOTE: (D May be reduced as Justified by site cond,tions, bul shall not be less than SO ft, PROFILE VIEW 1 TEMPORARY INGRESS/EGRESS PAD NOT TO SCALE M 4 6 � L ,, ,,1-----i------t, , ., I EX . FINAL CLARIFIE_ RS _/ \ \ �' I I I 11 I �\ I EX STIN BRUSH , - 30 ,.------- NEW & EXISTING CLARIFIERS FLOW SPLITTER BOX 4 8 4 6 4 ------ 0 I NEW SEPTAGE RECEIVING SYSTEM SEE DIVISION I \. .. • 4 43 d \ d I I - 0 .- 8 0.- 0.- - ' � ------- X: FLOODPLAIN BOUNDARY -- 2 rl \ rl 0 .- 0.- ' ,.------- ' � -, GENERAL PL ANNO TES: 1. EROSION CONTROL DETAILS AND POLLUTION PREVENTION AS SHOWN ON THIS SHEET ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT AND INSTALL EROSION CONTROL AND POLLUTION PREVENTION MEASURES IN ACCORDANCE WITH THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT OFFICE OF WATER QUALITY, USING THE CURRENT EDITION OF THE INDIANA STORM WATER QUALITY MANUAL. 2. CONTRACTOR TO REFER TO THE RULE 5 CONSTRUCTION/STORMWATER POLLUTION PREVENTION PLAN REPORT FOR DETAILS OF EROSION CONTROL TECHNIQUES. PLAN KEYNOTE LEGEND: CD TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD SEE DETAIL 1 THIS SHEET 0 SILT FENCE. SEE DETAIL 2 THIS SHEET � INLET PROTECTION SOCK AROUND EXISTING AND \.V PROPOSED CATCH BASINS. SEE DETAIL 3 THIS SHEET 0 CONCRETE WASHOUT, SEE DETAIL 4 THIS SHEET ® VEHICLE PROTECTION SOCK OR DIVERSION RIDGE LEGEND: -0----0----0--- □ 0 ii d ,al' S!LT FENCE CONCRETE WASHOUT INLET PROTECTION SOCK VEHICLE PROTECTION SOCK ------ �--�� 0.- I FLOOOWAY BOUNDARY 0 , .. 0 . DISINFE AND ST T ION EROSION CONTROL PLAN Metal, synthetic, ........-.A or wood posts ' • 6"-0' Max. SILT FENCE ELEVATION SILT FENCE PLACEMENT RELATIVE TO RIGHT-OF-WAY LINE � Roadway A ,,..,.,..,.,- Fill slope - Flll slope Temporary Geotextile � Compacted soil SECTION A-A JOINT DETAIL PLAN VIEW Silt Fence / Silt fcrn;Q Rf!lht-of-way lme \ I SILT FENCE PLACEMENTWITH CHANNEL IN RIGHTQF WAY 6'-6" Typ 1 2 SILT FENCE DETAIL NOT TO SCALE Channel 0J Dimension can vary based on right ofway availability. Silt fence shall tle placed as close as possib1e to edge of construction limits. 2. Slit fenc<' may be pl�ed by plowirig If minimum embedment of 8 in. Is maintained. ___-;; 0 . ---0. --- "" 2 - 0. � 0 . - "" 0. I CURB---I EXCESS SOXX'" MATERIAL TO - BE DRAWN IN AND TIED OFF TO 2x2 WOODEN STAKE, (TYP.) I - -CURB WIRE TIES. (TYP.) � STORM GRATE FILTREXX®8" SOXX •M \\__ STORM GRATE \__FILTREXX.®8"' SOXX™ FILTREXX®8'" soxx•� DRAIN INLET PLAN ') CATCH BASIN CURBSIDE OPTION "A" PLAN EXCESS SOXX ™ MATERIAL TO BE DRAWN IN AND TIED OFF TO 2x2 WOODEN STAKE CURB CATCH BASIN DRAIN INLET SECTION CURBSIDE SECTION NOTES: 1. ALL MATERIAL TO MEET FI LTREXX®SPECIFICATIONS. 2. FILTER MEDIA'� FILL TO MEET APPLICATION REQUIREMENTS. CURBSIDE OPTION "B" PLAN FILTREXX®S" SOXX™ SECURE SOXX™ TO GRATE WITH RUBBER TIE DOWNS 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINEDBY ENGINEER. 0 >---1 N_ L_ E_T_P_ R_ O_ T_E_C_T_IO_N _D_E_T_A_I L NOT TO SCALE 0 Concrete Washout (Above Grade System) Worksheet ,. Feel Metal pens or staples to secu!e lhe PQlyethylene lining la the straw bale.• • . ,. • ' " ' ' ' "' ' • -----W• Faal . ' ' • ' . ' ' ' ' ' ' ' ' ' . ' Woo--j or melal s1akes la,;ocur,i the straw bales (2 per s!r'awMle) ' • ' , , . Straw bale (olternMi"'1materials o,prod"c:s maybe u>ed to p,ovide struc1u1ol containmem. Altemau,•ematenals o, produ::ts w;H require des.gn modificat;on ' -, Polyethyle�e �/\Ong - -:t::=f;?' 110 mil ,mernrs): The lining should e,rendO\ler !he ,i.awbab '. ' • • ' ' A ' . ' ' ' . • • • . • • • L = ios!de lenglh Plan 1/,ew W • ins.de width Notto Scale CONCRETE WASHOUT DETAIL NOT TO SCALE EROSION CONTROL PLAN AND DETAILS REVISIONS 09-20-23 © 2021 ;\lid\\c,tcrn Engineers. lnt. 802 \Vc,t Broadway Street P.O. Box 295 Loogootcc. Jndbn" ➔7553 DATE FEB. 2021 DESIGN C.W.R. DRAWN Q.C. CHECK R.D.W. PROJECT NUMBER 2015078-01 S0102 9 OF 114 FILE NUMBER 42063 Do Not Use Plan Previews for Take Off