Midwestern Engineers, Inc. Plan Preview

ROADWAY SLOPE SILT FENCE i---- R IGHT-OF-WAY R OADWAY 1'-0" MIN F R OM TOE OF SLOPE SILT FENCE PLACEMENT RELATIVE TO RIGHT-OF-WAY LINE SLOPE SILT FENCE R IGHT-OF-WAY R ADE G ELEV (V A R IES) SILT FENCE PLACEMENT WITH CHANNEL IN RIGHT-OF-WAY TEMPO R A R Y GEOTEXTILE ---.J COMPACTED SOIL FLOW 4" SECTION "A"-"A" METAL, SYNTHETIC O R WOOD POSTS I 6" (TYP) I • • j"A" I ' ATION /\ � � ,, . /. 1- FPE ::::1 0 FEET MIN. NOTES: 6'-0" (MAX) L -1 ELEVATION VIEW POST \ r SILT FENCE PLAN VIEW SILT FENCE DETAILS NO SCALE I L."A" C 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 21 SLOPE ,y ,. , _, 1 FOOT THICK FPE = FLOOD POOL ELEVATION So:::: SPILLWAY DEPTH Tw = TOP WIDTH TYPE I - SECTION VIEW TEMPORARY SEDIMENT TRAP ROCK DAM NO SCALE j ' - I ' - j CHANNEL 6" (MIN) DEPTH COURSE AGG R EGATE GEOTEXTILE FABRIC TO STABILIZE PAD FOUNDATION (ONLY R EQUIRED WHE R E WETNESS IS ANTICIPATED) w 12' (MIN) •'• ,.·, · . , . , . ,, .. . . 0 'V • ' •' GRAVEL CONSTRUCTION ENTRANCE DETAIL NO SCALE NOTES: 1. CONSTRUCT!ON 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 50-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. EXCESS SOXX MATE R IAL TO BE DRAWN IN AND l TIED OFF TO 2X2 WOODEN STAKE, (TYP.) I \ I CURB - :� . Ill y WI R E TIES, (TYP.)--� STO R ;;\ G R /\TE - =._; FILT R EXX® 8" SOXX PLAN FILT R EXX® 8" SOXX 1-11/ y' '\= STORM G R ATE --31 if FILT R EXX® 8" SOXX OPTION "A" PLAN OPTION "B" PLAN ��;�� (N o ;� D M :i;� R ����� BE- \ 2X2 WOODEN STAKE, (TYP.) DRAIN INLET SECTION CURBSIDE SECTION INLET PROTECTION DETAIL NO SCALE NOTES: 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.) PE R BALE TO SECURE BALE IN PLACE < • >< K ; ' ' · � · · � - � .. STAKE (TYP ) STRAW BALE FLOW " -· . b. " • . . . . . . . . ' ' � .. . . , o . - . . " " � b" • . � • • • " < BINDINGS TO BE PLACED ,-PA R ALLEL TO THE G R OUND UNDERTOE (3"-6" TYP.) ELEVATION VIEW ' . ST R AW BALE PLAN VIEW STRAW BALE/ SEDIMENT FILTER DETAIL NO SCALE NOTES: 1 SIMILAR MAINTENANCE REQUIREMENTS TO THOSE OF SILT FENCES SHALL BE PROVIDED FOR THE STRAW BALES 2"-5" 0 EROSION CONTROL BLANKET NO SCALE NOTES 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 A6-IN DEEP x6-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 BOITOM OF THE TRENCH BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED S01L ANO 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 PATTERN GUIDE. 4. PLACE CONSECUTIVE ECB END OVER END (SH!NGLE 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 ANCHOREDWITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN6" DEEP x6"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 A6"DEEP x6'" WIDE TRENCH. 8 IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN6" MAY BE NECESSARY TO PROPERLY ANCHOR THE ECB g 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. LATH & FLAGGING ON ALL SIDES IK::ONCRETEII UwASHOuTU %" TREATED PLYWOOD 48"x24" PAINTED WHITE BLACK LEITE R ING 6" HEIGHT 11 II --- WOOD POST 11 11 4"x4"x8" II II CONCRETE WASHOUT SIGN 12" FILT R EXX FILTE R SOCK O R EQUAL 12" FILT R EXX FILTER SOCK O R EQUAL SECTION "A"-"A" 10" MINIMUM f --+--------t---::;::::f----_ 12" FILT R EXX FILTE R SOCK OR EQUAL "A" STAKE (TYP.) BE R M 10 MIL. PLASTIC LINING TO EXTEND TO FILT R EXX FILTE R SOCK O R EQUAL HIGHEST ELEVATION - - � PLAN VIEW CONCRETE WASHOUT NO SCALE NOTES· WASHOUT LOCATION TO BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY ENGINEER ANO OWNER PRIOR TO CONSTRUCTION COMMENCEMENT. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY ANO DISPOSED OF BY APPROVED METHODS. 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY CONCRETE FACILITY. SITE EROSION CONTROL DETAILS I :� REVISIONS BID SET C 1024 Midwm.trrn [nginc><:rs. lnc. S02 West Broadwuy S!n,t\ P.O. Bo,, 295 Loogootee. lmli:ona 47553 DATE JULY 2024 DESIGN S.M.S. DRAWN M.M.C. Q.C. CHECK WAE. PROJECT NUMBER 2023063-00 19 19 or 26 FILE NUMBER 44308 I Do Not Use Plan Previews for Take Off