Midwestern Engineers, Inc. Plan Preview

FLOW c::Jc:::Jc=::Jc::::Jc:::Jc::::J c:::Jc:::Jc:::Jc:::J c::::Jc:::i c=ic::Jc::::J c:::Jc:::::Jc::Jc:::J = c:::J = c:::Jc::Jc:::Jc::J c::::Jc:::Jc::Jc:::Jc:::Jc::::J c::::Jc:::Jc:::Jc::Jc::Jc::J c:::Jc::Jc::Jc:::Jc::Jc::::J c:::::Jc:::Jc::Jc::Jc::Jc::J c::Jc:::::Jc::Jc::Jc::Jc::J c:::::Jc::Jc::Jc::Jc::Jc::J PLAN VIEW ___......r-,... .. ........... ......... --- SLOPE GRADE TO DRAIN OVER LAP SANDBAGS ONTO CURB �--- ' ' ___ :,,, -- ?__ _ STORM PIPE SECTION A-A STORM INLET WITH SILT FENCE EROSION DETAIL NO SCALE CURB INLET OVERLAP BAGS LEAVING ONE BAG GAP FOR SPILLWAY AT CURB HEIGHT POST 18" DEEP (MIN.) FLOW GRATE INLET FILTER FABRIC FILTER FABRIC POST 18" DEEP (MIN.) COMPACTED SOIL (8" DEEP MIN.) SANDBAGS AROUND INLET __----<:;:____ ' ' '- '-, '-, _, ______ IN PAVED AREAS SANDBAG DIVERSION AT CURB INLET NO SCALE NOTES: G) FRAME OPENING SIZED TO MATCH INLET OPENING. (V GEOTEXTILE BAG SHALL BE FABRICATED FROM PIECE OF GEOTEXTILE 2 TIMES THE OPENING SIZE PUSHED THROUGH OPENING TO FORM WEEPHOLE. SECURED BY NAILS. Q) FRAME WITH BAG TO BE PLACED OVER INLET OPENING. © BAG FRAME SHALL BE SECURED IN PLACE BY WEIGHT OF INLET GRATE. GRATE BY BE ROTATED 45 DEGREES TO THE BAG'S FRAME. D D FLOW D f� DRAIN PIPE I D WOOD STAKES (2 PER BALE) FLOW ANCHOR EDGE OF MAT IN DITCH AND STAPLE PER MANUFACTURER'S INSTRUCTIONS MULCHED SEEDING VARIES PER PLANS 6" CLEAN COMPACTED TOPSOIL EROSION CONTROL MAT 'NAG SC150' OR APPROVED EQUAL D D DITCH/SWALE RESTORATION DETAIL 17 D PLAN VIEW "" n SILT FENCE ______f ____ SECTION - EXISTING INLET SCALE: NONE ' NOT TO SCALE STORM INLET IN TURFED AREAS No Scale TYPE II RBw = Rock Dom Bottom Width SBw = Spillway Bottom Width S O = Spillway Depth T = Spillway Side-Slolpe ArmamentThickness TEMPORARY SEDIMENT TRAP TYPE I S 0 = O.S Feet c------1-Tw = 1.0 Feet FP E = 1.0 Feet Min. AL= Apron Length DH = Dam Height FF£:= Flood Pool Elevation SD = Spillway Depth Tw= Top Width 2: 1 Slape Filter Fabric TEMPORARY SEDIMENT TRAP ROCK DAM SEDIMENT TRAP DETAILS No Scale GENERAL NOTES: 1. TO BE INSTALLED DOWNSTREAM • EXCAVATED TRENCH OR DITCH \\1DTH TYPICAL PLAN VIEW NUMBER OF STRAW BALES TO BE APPROVED BY OWNER 4"MIN. EMBEDMENT ELEVATION VIEW SECURE BALES w/ WOOD STAKES OF ALL EXCAVATIONS ACROSS DITCHES. 2. STRAW BALES SHALL BE EMBEDDED AND STAKED AS SHOWN ON THE PLANS. ADJACENT BALES SHALL BE CHINKED 3. TO ELIMINATE GAPS BETWEEN THE BALES. 4. BALES SHALL BE PLACED SUCH THAT THE BINDINGS ARE PAR ALLEL TO AND NOT IN CONTACT WITH THE GROUND. 5. AFTER COMPLETION OF CONTRACT, OR AS REQUESTED BY OWNER, THE CONTRACTOR SHALL REMOVE ALL TEMPORAR Y EROSION CONTROL ITEMS, REMOVE ALL ACCUMULATED DEPOSITS AND, AS REQUIRED, SEED AND MULCH OR SOD AS REQUIRED TO ESTABLISH AREA TO CONDITION PRIOR TO CONSTRUCTION. 6. CONTRACTOR SHALL BE R ESPONSIBLE TO COMPLY WITH ALL ASPECTS OF "327 IAC 15-5", "STORM WATER R UN-OFF ASSOCIATED WITH CONSTRUCTION ACTIVITY". TEMPORARY STRAW BALE DAM DETAIL NO SCALE EROSION CONTROL LEGEND (REF. EROSION DETAILS, DWG. 17,18) D 0 -·-·-·- - INLET PROTECTION - SILT FENCE - FILTER TUBE - ROCK CHECK DAM - TREE PROTECTION - SILT TRAP Erosion Control Details 1 Cf) I- z w 2 w 0 Cl:'. I CL I- <t 2 :) <t 20 t:! 2 z >' Cf) >- >- _J z Cf) 0.... 0 z () LL � 0 � - 0 <t I- :::J >- I- u I- Cf) 0 Cl:'. I- REVISIONS BID SET 02024 MirlwcsicmEngineer>, Jn�. 802 We�(Brnadw: , y Sn·e�l P.O. Bu.� 295 Loogoolt>te .. !11dmna�7553 DATE APRIL 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK S.D.B. PROJECT NUMBER 2021045-01 17 17 DF 18 FIL£ NUMBER 41938F Do Not Use Plan Previews for Take Off