Midwestern Engineers, Inc. Plan Preview

0 z w w ,_ ROADWAY SILT FENCE r SLOPE � 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 FP E = 1.0 FEET MIN 6" (TYP) SILT FENCE PLACEMENT WITH CHANNEL IN RIGHT-OF-WAY TEMPORARY GEOTEXTILE �-- COMPACTED SOIL FLOW 4" SECTION "A"-"A" METAL SYNTHETIC OR WOOD POSTS ELEVATION VIEW POST I ( SILT FENCE PLAN VIEW SILT FENCE DETAILS NOT TO SCALE j"A" L.. "A" - 1. 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 s 0 = 0 5 FEET 2:1 SLOPE 2 1 SLOPE FPE = FLOOD POOL ELEVATION So= SPILLWAY DEPTH TYPE I - SECTION VIEW Tw = TOP WIDTH TEMPORARYSEDIMENT TRAP ROCK DAM NOT TO SCALE CHANNEL I �� -� . - 'i' "' �� 1. 2. 3 4. 5. 6. 7 .. '·,_. .''... . ·.>:;<_ 6" (MIN) DEPTH - COURSE AGGREGATE - GEOTEXTILE FABRIC TO STABILIZE PAD FOUNDATION (ONLY REQUIRED WHERE WETNESS IS ANTICIPATED) �I 12' (MIN) 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 INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY ANO AFTER STORM EVENTS OR HEAVE USE PLACE SIX INCHES OF COURSE AGGREGATE (#2 STONE AS APPROPRIATE) FOR CONSTRUCTION CONSTRUCT THE DRIVE AT LEAST 12-FEET WIDE AND 50-FEET LONG. ADD STONE AS NEEDED TO MAINTAIN SIX INCHES OF CLEAN DEPTH. THE PUBLIC ROAD SHALL BE SWEPT WEEKLY OR MORE OFTEN IF NECESSARY TO REMOVE ANY CONSTRUCTION DEBRIS FROM THE ROADWAY. FOLLOWING CONSTRUCTION. REMOVE STONE AND RESTORE AREA ICONCR TEI JWASHOUT It %" TREATED PLYWOOD 48"x24" PAINTED WHITE BLACK LETIERING 6" HEIGHT 1 WOOD POST t- 4"x4"x8'' �I II u CONCRETE_ WASJ!ODT S1GN 12'' FlbTREXX FILTER SOCK OR EQUAL 12" FILTREXX FILTER SOCK OR EQUAL SECTION "A"-"A" 10" MINIMUM 12" FILTREXX FILTER SOCK ll,,...-1--- OR EQUAL !il-+- STAKE (TYP.) BERM "A" LATH & FLAGGING ON ALL SIDES HIGHEST ELEVATION ---� 10 MIL PLASTIC LINING TO EXTEND TO FILTREXX FILTER '---- SOCK OR EQUAL 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. 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 BOTIOM OF CHANNEL ALL ECB MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. 4. PLACE CONSECUTIVE ECB END OVER END (SHINGLE STYLE) WITH A4"-6"OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED4" APART AND4" 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 STAPL� SPACINCl SHOULD BE ALTERED Ii' N�CESSARY TO AlaLOW STAPLlaS TD SECURE TH� CRITICAL POINTS ALONG THl1 CHANNEL SUR�ACE, 10. INSTALL ECB IN ACCORDANCE WITH MANUFAGTURERS INSTRUCTIONS WIRE llF.S. (TYP.) / STORM GRATE DEBRIS CONTAINMENT """=-.J DRAIN INLET PLAN DEBRIS CONTAINMENT \ CATCH BASIN DRAIN INLET SECTION ,,,,,-- - 2"2 W OODE N STAKE, (n'P.) 1--CURB bEBRIS CON TAINM ENT MATERIJ\L TO \ BE l'lR .o.WN IN /lt,,OTIED OFF TO � I =� ", m STORM GRATE DEBRIS CONTAINMENT CURBSIDE OPTION "A" PLAN BEDRAWNIN/\NDTIEDOFFTO CURB EXCESS MA.TERIAL TO \ 2x2WOODEN STAKE r CURBSIDE SECTION CURBSIDE OPTION "8" PLAN DEBRIS CONTAINMENT SECURE CONTAINMENT TO GRATEWITH RUBBERTIE OOWNS INLET PROTECTION DETAIL NOT TO SCALE NOTES: 1. ALL MATERIAL TO MEET MANUFACTURERS SPECIFICATIONS 2. FILTER MANUFACTURERS 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 SOIL MAP NOT TO SCALE SOILS DESCRIPTION BaB2 BLOUNT LOAM, INTERLOBATE MORAINES - 1 TO4 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 BoB 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 SAND OUTWASH 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 OTO 2 PERCENT. GnB2 GLYNWOOD LOAM, 2 TO 6 PERCENT SLOPES, ERODED. THE GLYNWOOD SERIES CONSISTS OF VERY DEEP, MODERATELY WELL DRAINED SDILS FORMED IN A THIN LAYER OF LOESS AND THE UNDERLYING TILL ON GROUND MORAINES AND END MORAINES. SLOPE RANGES FROM OTO40 PERCENT. Pe PEWAMO SILTY CLAY. THE PEWAMO SERIES CONSISTS OF VERY DEEP, VERY POORLY DRAINED SOILS THAT FORMED IN TILL ON MORAINES, NEAR-SHORE ZONES (RELICT), AND LAKE PLAINS, SLOPE RANGES FROM OTO 2 PE:RCENT. Ud UDORTHENTS, LOAMY. UDORiHfaNTS, LOAMY SOIL IS WE:Ll DRAINED ANll eO�MEIJ IN MORAINES FROM VARIABLE LOAMY MAT�RIAL. SLOPE RANGES l'l'WM OTO� l'oRC:•Nf, Wt WHITAKER SilT LOAM. THE WHITAKER SERIES CONSISTS OF vgRy DeEI', SOMEWHAT POORLY DRAINE:D SOILS THAT FORMED IN SfRATIFIED SILTY AND LOAMY OUTWASH ON OUTWASH PLAINS, LAKE PLAINS, TILL PLAINS, VALLEY TRAINS, AND STREAM TERRACES. SLOPE RANGES FROM OTO 6 PERCENT. I REVISIONS BID SET C2024 Mictwestem Engineers. Inc. 802 West Broadw"y Strcel P.O. Box 295 Loogootc'<:. lndianu 47553 DAT£ MARCH 2024 DESIGN M.M.S. DRAWN D.A.P. a.c. CHECK W.A.E. PROJECT NUMBER 2020073-00 Cl.03 10 OF 126 FILE NUMBER I 44056 Do Not Use Plan Previews for Take Off