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HomeMy WebLinkAbout06-97.erosioncontrolplani 2 I 3 I 4 M \ PUBLIC ROAD` 00 50' (MIN) \ o 0 \ 0 0 0 0 0 O O O 0 0 0 0 L 0 0 0 0 0 0 0 O 0 0 O O O O o e o 0 0 0 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 0 0 O O O 0 0 O O 12' (MIN) K J H L F E L C m m m M co C\, CD 0 c*� U a 0 A 0 M Cn U) az 0 CD 1 PLAN VIEW 12' - 2' 3" COARSE 6" MIN. AGGREGATE =1 I i •. III -1 - =1 I 1 =1 I : I- - III- ::.: ~�:::- �:.: -- - •:.�. -::: #2 WASHED STONE ' -1 11 =1 11 =1 11 =1 I I III I I =1 I I- I I I- GEOTEXTiLE FABRIC TO STABILIZE COMPACTED SUBGRADE FOUNDATION (ESPECIALLY IMPORTANT (El EV. TO BE 13" MIN. BELOW FINISH GRADE) WHERE WETNESS IS ANTICIPATED) PROFILE TEMPORARY CONSTRUCTION 2 ENTRANCE DETAIL. 3 4 6� GRADE (NEW OR EXISTING) Ranking: Salt Tolerance (to both soil salts do spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 VARIES It 'a°e GRADE (NEW OR EXISTING) -111 STANDARD HYDRO - " -'Tj "jam" j " -'j-j i' - "'� S -150 EROSION CONTROL SEEDING W /STRAW I' -I I i II -' I BLANKET AS MANUFACTURED BY MULCH do TACKIFiELD NORTH AMERICAN GREEN TYPICAL SWALE SECTION START BLANKET AT TOP OF SLOPE AND ROLL DOWN SLOPE IN THE DIRECTION OF THE WATER FLOW. REFER TO MANUFACTURERS RECOMMENDATIONS FOR SLOPE PLACEMENT AND STAPI-SPATTERNS �1 SEEDING �6" MIN. TURN DOWN EROSION CONTROL BLANKET i (NORTH AMERICAN GREEN i S 150 OR APPROVED EQUAL) i EXISTING GRADE . - Wheat or Rye Oats Annual Ryegrass Non - Irrigated• Irrigated Dormant Seeding ** EROSION CONTROL MATTING DETAIL FOR LAKE BANK Temporary Seeding Dates Irrigation needed during this period. To control Silt Fence shall be a machine produced, non -woven erosion at times other than in the shaded areas, polypropylene meeting the physical properties below. use mulch. * Late summer seeding dates may be extended 5 days If mulch is applied. •• Increase seeding application by 5076 FIGURE 5 -3 4 oz /syd Temporary Seedings Kind of Seed --------------- 1000 Sq. Ft. Acre Remarks Wheat or Rye - - - -- 3.5 lbs. 2 bu. Cover seed 1" to --------- 1 1/2 Spring Oats SOIL CONDITION S N$ og 75 % Silt Fence Material Stakes O 5' O.C. v _ 8 1 Salt Tolerance fl $ Wet Dry lm t3.9 .1 a x ¢ a x x Gen. Soil Spray Creeping Red Fescue Festuca rubra 2 1 2 1 i 1 Med. 1 20 -25 12 -18 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10 -20 MT Poo protinsis Toll Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 Festuca L arundinacea T Perennial ryegross 2 1 2 - 1 2 Med 2 15 -20 12 -18 5 -10 MT Lolium perenne High Crownvetch - 1 1 2 - - Low 1 5 -10 24 14 -21 T Coronilla varia Red Clover - 1 - 2 - - Med. 1 7 -10 18 5 -10 S S Trifolium pratense GRADE (NEW OR EXISTING) Ranking: Salt Tolerance (to both soil salts do spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not tolerant S Slight Tolerance FIGURE 5 -4 VARIES It 'a°e GRADE (NEW OR EXISTING) -111 STANDARD HYDRO - " -'Tj "jam" j " -'j-j i' - "'� S -150 EROSION CONTROL SEEDING W /STRAW I' -I I i II -' I BLANKET AS MANUFACTURED BY MULCH do TACKIFiELD NORTH AMERICAN GREEN TYPICAL SWALE SECTION START BLANKET AT TOP OF SLOPE AND ROLL DOWN SLOPE IN THE DIRECTION OF THE WATER FLOW. REFER TO MANUFACTURERS RECOMMENDATIONS FOR SLOPE PLACEMENT AND STAPI-SPATTERNS �1 SEEDING �6" MIN. TURN DOWN EROSION CONTROL BLANKET i (NORTH AMERICAN GREEN i S 150 OR APPROVED EQUAL) i EXISTING GRADE . - Wheat or Rye Oats Annual Ryegrass Non - Irrigated• Irrigated Dormant Seeding ** EROSION CONTROL MATTING DETAIL FOR LAKE BANK Temporary Seeding Dates 7 I 8 w One Foot Overlap Onto The Curb Run Off Geotextile Fabric Filled With Gravel 1 1 Curb Inlet 4' CURB INLET SEDIMENT BARRIER SILT FENCE Irrigation needed during this period. To control Silt Fence shall be a machine produced, non -woven erosion at times other than in the shaded areas, polypropylene meeting the physical properties below. use mulch. * Late summer seeding dates may be extended 5 days If mulch is applied. •• Increase seeding application by 5076 FIGURE 5 -3 4 oz /syd Temporary Seedings Kind of Seed --------------- 1000 Sq. Ft. Acre Remarks Wheat or Rye - - - -- 3.5 lbs. 2 bu. Cover seed 1" to --------- 1 1/2 Spring Oats - - - - -- -- - - -- 13 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* • Not necessary where mulch is applied. 7 I 8 w One Foot Overlap Onto The Curb Run Off Geotextile Fabric Filled With Gravel 1 1 Curb Inlet 4' CURB INLET SEDIMENT BARRIER SILT FENCE :c Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. STAPLE PATIFANS APPLY M ALL MI1il JVMW All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ........................... ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation ................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry now Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence Material Stakes O 5' O.C. Fence Post Ground Surface I I I Fence Post Should VSIlt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5-2), while considering best seeding dates. See Figure 5-3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5-4 this sheet before final selection. Figure 5 -2. Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs /acre lbs /1000 well sq. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Feecue 25 .6 5.5 -8.3 1 Red Clover** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegross 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * i - Preferred 2 - Will Tolerate ** inoculate with specific Inoculant. 10 11 12 +� I 14 ., - stake (typ) flow -straw bale Plan (n.t.s.) - stake (typ) -straw bale -3 " -6 "undertoe Profile (n. s. SEDIMENT FILTER DETAIL CROSSBARS r L 2r LATHS SILT FENCE MATERIAL SILT FENCE EXTENDS 60 BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMIBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE A B C r t tK y t 1/2' r * .:' .:..... : ::::: 1r ..:: ::':x:::;:' LC Z ... t srAPLE Pl7t'94 1a 1 -1/1 SIIPLES 94 1D. 2 M sa T0. CEI ML STAPLE 16=1111111MAMIS A011I1g1A1. STAPLES AS 2M- 225- 200 SM 175 LENC'm M (FT.) 12s too 75 26 0 NDalin DoE w OEPR1 w nm ® x X CHANB. IN= Ui N STAPLE PAT16N 4:1 &1 21 1:1 x111 At>DI1 MAIL STAPLES ON SK SIAIM AT :c SLOPE WADER LiM6 B: STAPLE PATIFANS APPLY M ALL MI1il JVMW AI09M OOl M N.AIIIKM STAPLE PAT11915 MAY WXY :B: C C. A MAN1LM STAPLE PATUS1 'O' MW E UlLtiM A g E BUTTED ADANST EACH amot LIE NDalin DoE w OEPR1 w nm ® x X CHANB. IN= Ui N STAPLE PAT16N 4:1 &1 21 1:1 x111 At>DI1 MAIL STAPLES ON SK SIAIM AT PROECIED TAIR LIE SLOPE WADER LiM6 STAPLE PATIFANS APPLY M ALL MI1il JVMW AI09M OOl M N.AIIIKM STAPLE PAT11915 MAY WXY OEPDdIG IA'OI SOL TWE AND AWWEE NOM RMALL. AT UK LOG= MAU ALAN 3110 FEET OR •ERE IIRAIIAM OVER LARGE AWA9 IS 0100 UM THE MAN1LM STAPLE PATUS1 'O' MW E UlLtiM 11E EDGES OF THE BAIBET SN01llD ON SIM APPL0=1% LIE TOP OF 'S< N' E BUTTED ADANST EACH amot LIE ABOVE TIE AB E 7HEET A I 1 OF liE 30I OR AT K EDGES OF IM 11 M SIM E OVOLV ® 2'. A SM STA N RACE _&V•nvft� STAPLES NT STAPLES r MART ON TIE EID OF nE OF nLANIO 3 ROLL BLRBLELS 0411 IAIID SEES. 1NE BLDB DF 111E liE N ANQET SHOULD NOTE • • OUT N D/ECCIIaI NNBE14 sHaAD E OOJt/pPFD S11IMO BUT ALLOW 10 LAY �" �P.. OF ■ M ROE LOONEY ON LIE SOL SWAM M 4 - r N A 'SMgE EfFDCi'. ACHIEVE MUM BLA ET TO SOL R( 011AM. 6 PRO MAIIMI OF IM =1% -�� 1111MUC APPLIIaL11011 OF LBE, F@TIBINII AID S® son n E CdNUCIED AS NORMAL P02 10 7 NSTALLAIM OF BUNT 1. ROL BLAINEiS OUT N 0111IM 011 OF VIA10 ROM. N MW %a= awslEl. APPUCATA>115. OW SLATS s11 M E ESTAMJM • • EWff X - W. 11E SLOTS SHOULD E r WE BY r DEEP tram TIE DLAINET STAPLED N 11E WI OF H SAT: 1iEM 9006a w AIO SEEDED EROSION BLANKET INSTALLA11ON 13 14 15 Revisions CERTIFIED BY Date: 1FRS DRAIN AND THE DEAS, DESIGNS AND CONCEPTS CONTANED FEIM ARE T!E E>eCLUW 01111 F1;l IAL PROPERTY OF SCI#ENER 90011100 CORPORATION AND ARE NOT M BE USED OR REPRODUCED N ME OR N PART, MIIIOUT TFE 1L VIDI L70NSDIT OF WMIMER 9 6011816 CORPORATION. ©1995, Schneider Engineering Corporation CAO e P=tiofi LJ 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 GIs • US 317 -896 -8282 Geology 317 -899 -8010 Fax A Partnered Entity with Bohlen. Maya, Gibson & Associates, incorporated E MCLIM COMMONS, INC. CARMEL CENTERPODM CAR1i 04 INDIANA EROSION CONTROL DETAILS Date Project No. Drawn Approv. 11 20 96 911.34 BGG Computer Files Sheet No. 41: \911 \D GS \34 \Ci04 JL®d4 9