Midwestern Engineers, Inc. Plan Preview

�. g' ROADWAY SLOPE SILT FENCE � RIGHT-OF-WAY r ROADWAY 1'-0" MIN. FROM TOE OF SLOPE SILT FENCE PLACEMENT RELATIVE TO RIGHT-OS-WAY LINE SLOPE SILT FENCE RIGHT-OF-WAY _,.-I GRADE: ial�VA_ TION 1 \ (VARIES) , ' -- -·. - . 1. 1. 1 . 6" (TYP) • SILT FENCE PLACEMENT WITH CHANNEL IN RIGHT-OF-WAY TEMPORARY GEOTEXTILE ---..J COMPACTED SOIL FLOW - 4" SECTION "A"-"A" METAL, SYNTHETIC r-- "A" OR WOOD POSTS j /j•,(i" (MAX) ELEVATION VIEW POST I r SILT FENCE PLAN VIEW SILT FENCE DETAILS NOT TO SCALE I I � �"A" DIMENSION CAN VARY BASED ON RIGHT OF WAY AVAILABILITY, SILT FENCE SHALL BE PLACED AS CLOSE AS POSSIBLE TO EDGE CONSTRUCTION LIMITS. \ 2 SILT FENCE MAY BE PLACED BY PLOWING IF MINIMUM EMBEDMENT OF 8" IS MAINTAINED. Tw= 1 0 FEET FPE = 1.0 FEET MIN 2:1 SLOPE 2 1 SLOPE A L = APRON LENGTH D H = DAM HEIGHT FPE = FLOOD POOL ELEVATION So = SPILLWAY DEPTH Tw = TOP WIDTH TYPE I - SECTION VIEW TEMPORARYSEDIMENT TRAP ROCK DAM NOT TO SCALE CHANNEL 6" (MIN) DEPTH COURSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE PAD FOUNDATION (ONLY REQUIRED WHERE- WETNESS IS ANTICIPATED) l____j 12' (MIN) z " 0 GRAVEL CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE NOTES: CONSTRUCTION ENTRANCE LOCATION TO BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY ENGINEER AND OWNER PRIOR TO CONSTRUCTION COMMENCEMENT. 2 INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVE USE. 3. PLACE SIX INCHES OF COURSE AGGREGATE (#2 STONE AS APPROPRIATE) FOR CONSTRUCTION. 4. CONSTRUCT THE DRIVE AT LEAST 12-FEET WIDE AND SO-FEET LONG 5 ADD STONE AS NEEDED TO MAINTAIN SIX INCHES OF CLEAN DEPTH. 6. THE PUBLIC ROAD SHALL BE SWEPT WEEKLY OR MORE OFTEN IF NECESSARY TO REMOVE ANY CONSTRUCTION DEBRIS FROM THE ROADWAY 7 FOLLOWING CONSTRUCTION, REMOVE STONE AND RESTORE AREA WIRE TIES, (TYP.) , // STORM GRATE � FILTREXX® 8" SOXX EXCESS SOXX MATERIAL TO BE DRAWN IN AND, TIED OFF TO 2X2 WOODEN STAKE, (TYP.) FILTREXX® 8" SOXX / DRAIN INLET PLAN OPTION "A".PLAN OPTION "B" PLAN FILTREXX® 8" SOXX - EXCESS SOX)( MATERIAL TO Be DRAWIN iN AND TIED OFF TO 2X2 WOODEN STAK6, (TYi' j CURB FILTREXX® 8" SOXX SECURE, SOXX TO GRATE I/ -� �!r=��= W � I T � H � R � - U � B� BER TIE DOWNS DRAIN INLET SECTION CURBSIDE SECTION INLET PROTECTION DETAIL NOTES NOT TO SCALE 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS. 2. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS. 3 COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER 4. ALL PRODUCT NAMES SPECIFIED IN THIS DETAIL ARE INTENDED TO ESTABLISH A STANDARD; EQUAL PRODUCTS WILL BE ACCEPTABLE AS DETERMINED BY THE ENGINEER. TWO STAKES (TYP.) PER BALE TO SECURE BALE IN PLACE , . . . ' . . . . ,--, -. ' " . . . / . . " . ' ' " ' < . . . .o, . ' , • • • > > • • • ' . . ' ' , • ' < • . . � . . . . _o, . • , . . . . . . . ' . . . . ' . . . . t, • . • . . •. " � . PLAN VIEW BINDINGS TO BE PLACED PARALLEL TO THE GROUND UNDERTOE (3"-6" TYP ) ELEVATION VIEW STRAW BALE STRAW BALE/ SEDIMENT FILTEA DETAIL NOTES. NOT TO SCALE 1. SIMILAR MAINTENANCE REQUIREMENTS TO THOSE OF SILT FENCES SHALL BE PROVIDED FOR THE STRAW BALES. EROSION CONTROL BLANKET NOT TO SCALE NOTES. 1. PREPARE SOIL BEFORE INSTALLING EROSION CONTROL BLANKET (ECB), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER AND SEED. 2 BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE ECB IN A 6-IN DEEP x 6-INCH WIDE TRENCH WITH APPROXIMATELY 12-INCHES OF ECB EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH ANCHOR THE ECB WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTIOM OF THE TRENCH BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF ECB AND BACK OVER SEED AND COMPACTED SOIL. SECURE ECB OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" ACROSS THE WIDTH OF THE ECB. 3. ROLL CENTER ECB IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. ALL ECB MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATIERN GUIDE. 4. PLACE CONSECUTIVE ECB END OVER END (SHINGLE STYLE) WITH A 4"-6" OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" APART AND 4" ON CENTER TO SECURE ECB. 5. FULL LENGTH EDGE OF ECB AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN 6" DEEP x 6" WIDE TRENCH. 6. ADJACENT ECB MUST BE OVERLAPPED APPROXIMATELY 2"-5" (DEPENDING ON ECB TYPE) AND STAPLED. 7. THE TERMINAL END OF THE ECB MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN A 6" DEEP x 6" WIDE TRENCH. 8. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY ANCHOR THE ECB. 9. HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL POINTS ALONG THE CHANNEL SURFACE 10. INSTALL ECB IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. " :::, " z " 0 - LATH & FLAGGING ON ALL SIDES %" TREATED PLYWOOD r-�- 48 1 'x24" PAINTED WHII� � -- - BLACK LETTERING 6" HEIGHT CONCRETE WASHOUT SIGN 12" FILTREXX FILTER SOCK OR EQUAL 12" FILTREXX FILTER SOCK OR EQUAL SECTION "A"-"A" 10" MINIMUM t -- j--+-----t--::::=1 '-- - 12" FILTREXX FILTER SOCK OR EQUAL - l:il:I-+- STAKE (TYP ) -,....��� -f-1Rtl--+� BERM "A" 10 MIL. PLASTIC LINING TO EXTEND TO FILTREXX FILTER � -- SOCK OR EQUAL HIGHEST ELEVATION ---� NOTES. PLAN VIEW CONCRETE WASHOUT NOT TO SCALE 1. WASHOUT LOCATION TO BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY ENGINEER AND OWNER PRIOR TO CONSTRUCTION COMMENCEMENT. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS 3 THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE FACILITY. SOIL MAP NOT TO SCALE SOILS DESCRIPTION BaA BLOUNT LOAM, INTERLOBATE MORAINES - 0 TO 2 PERCENT SLOPES THE BLOUNT SERIES CONSISTS OF VERY DEEP, SOMEWHAT POORLY DRAINED SOILS FORMED IN TILL ON WAVE-WORKED TILL PLAINS, TILL PLAINS, AND NEAR-SHORE ZONES SLOPE RANGES FROM O TO 6 PERCENT. BaB2 BLOUNT LOAM, INTERLOBATE MORAINES - 1 TO 4 PERCENT SLOPES, ERODED. THE BLOUNT SERIES CONSISTS OF VERY DEEP, SOMEWHAT POORLY DRAINED SOILS FORMED IN TILL ON WAVE-WORKED TILL PLAINS, TILL PLAINS, AND NEAR-SHORE ZONES. SLOPE RANGES FROM OTO 6 PERCENT. 808 BOYER SANDY LOAM. 1 TO 6 PERCENT SLOPES THE BOYER SERIES CONSISTS OF VERY DEEP, WELL DRAINED SOILS FORMED IN SANDY AND LOAMY DRIFT UNDERLAIN BY SAND OR GRAVELLY SANDOUTWASH ON OUTWASH PLAINS. VALLEY TRAINS, KAMES, BEACH RIDGES, RIVER TERRACES, LAKE TERRACES. DELTAS, AND MORAINES. SLOPE RANGES FROM OTO 50 PERCENT. Em EEL LOAM, FREQUENTLY FLOODED. THE EEL SERIES CONSISTS OF VERY DEEP, MODERATELY WELL DRAINED SOILS THAT FORMED IN ALLUVIUM AND ARE ON FLOOD PLAINS AND FLOOD-PLAINS STEPS, SLOPE RANGES FROM Oro 2 PERCENT. GnB2 GL.YNWOOO LOAM, 2 TO 6 PERCENr SLO�laS, eROOoD. THI, GI.YNWOOO �8RllsS CONSIST$ OF VERY DtEP, MODERATELY WELi. DRAINED SOILS i'ORMIW IN A THIN bAYoR OF LOeSS AND THE UNDERbYINCl TILL ON CliiOUNb> MORAINl,S ANl:l oNO MORAINES. SLOPE RANGES FROM 6 TO 40 PERCENT, Pe PEWAMO SILTY CLAY. THE PEWAMO SERIES CONSISTS OF' VERY DEEP, V�RY POORLY ORAINED SOILS THAT FORMED IN TILL ON MORAINES, NEAR-SHORE ZONES (RELICT), AND LAKE PLAINS SLOPE RANGES FROM D TO 2 PERCeNT. Hw HOUGHTON MUCK, DRAINED THE HOUGHTON SERIES CONSISTS OF VERY DEEP, VERY POORLY DRAINED SOILS THAT FORMED IN HERBACEOUS ORGANIC MATERIALS MORE THAN 130 CM THICK IN DEPRESSIONS AND DRAINAGEWAYS ON LAKE PLAINS, OUTWASH PLAINS, GROUND MORAINES, END MORAINES, TILL PLAINS, AND FLOOD PLAINS SLOPE RANGES FROM OTO 2 PERCENT. Ld LANDES FINE SANDY LOAM, FREQUENTLY FLOODED. THE LANDES SERIES CONSISTS OF VERY DEEP, WELL DRAINED, MODERATELY RAPIDLY AND RAPIDLY PERMEABLE SOILS ON FLOOD PLAINS. THESE SOILS FORMED IN LOAMY AND SANDY ALLUVIUM. SLOPE RANGES FROM OTO 7 PERCENT. Re RENSSELAER LOAM· 0 TO 1 PERCENT SLOPES. THE RENSSELAER SERIES CONSISTS OF VERY DEEP, POORLY DRAINED OR VERY POORLY DRAINED SOILS THAT FORMED IN LOAMY SEDIMENTS ON TILL PLAINS, STREAM TERRACES, OUTWASH TERRACES. OUTWASH PLAINS, GLACIAL DRAINAGE CHANNELS, AND LAKE PLAINS. SLOPE RANGES FROM OTO 2 PERCENT. Ud UDORTHENTS, LOAMY UDORTHENTS, LOAMY SOIL IS WELL DRAINED AND FORMED IN MORAINES FROM VARIABLE LOAMY MATERIAL. SLOPE RANGES FROM OTO 6 PERCENT. Se SEBEWA LOAM, DISINTEGRATION MORAINE. THE SEBEWA SERIES CONSISTS OF VERY DEEP, POORLY DRAINED OR VERY POORLY DRAINED SOILS THAT FORMED IN LOAMY OUTWASH AND THE UNDERLYING GRAVELLY AND SANDY OUTWASH ON OUTWASH PLAINS, VALLEY TRAINS, AND STREAM TERRACES ON TERRACE LANDSCAPES. SLOPE RANGES FROM OTO 3 PERCENT. Wa WALLKILL SILT LOAM. THE WALLKILL SERIES CONSISTS OF VERY DEEP, VERY POORLY DRAINED SOILS FORMED IN ALLUVIUM OVERLYING ORGANIC SOIL MATERIAL SLOPE RANGES FROM OTO 3 PERCENT. Wt WHITAKER SILT LOAM. THE WHITAKER SERIES CONSISTS OF VERY DEEP, SOMEWHAT POORLY DRAINED SOILS THAT FORMED IN STRATIFIED SILTY AND LOAMY OUTWASH ON OUTWASH PLAINS, LAKE PLAINS, TILL PLAINS, VALLEY TRAINS, AND STREAM TERRACES. SLOPE RANGES FROM OTO 6 PERCENT. SanitarySewer Improvements - Site Erosion Control Details I • u t:: - REV I SIONS 3/15/24 BID SET 02024 Midwestern Engineers, Inc. 802 West Bro;,dway Street P.O. Box 295 Loogootee. lndi�n" 47553 DATE MARCH 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK W.A.E. PROJECT NUMBER 2020073-00 32 32 OF 35 FlLE NUMBER I 4'-/0� I,, Do Not Use Plan Previews for Take Off