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HomeMy WebLinkAbout1-96.61 I 2 Temporary Seeding Dotes M Wheat or Rye Oats Annual Ryogross Non - Irrigated' L Irrigated Dormant Soodbg" Permanent Seeding C LD 0, B Cr r-, Ln &i L0 Ln o- U CD 0 CD ° A n v �n 0 kn co 0 0 3 I 4 I 5 I 6 needed during this period. To control * is � ■Irrigation m colon at tines other than In the shaded areas, 1.]- uee mulch. �a � • Late summer seeding dates may be extended 5 days �� If mulch Is applied. Salt Tolerance •• Increase seeding application by 5OX FIGURE 5 -3 Gen. Temporary Soodinge Sproyl - - - - - - - • Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover send 1" to 1 1/2- deep - Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual rysgrose 1 lb. 40 lbs. Cover seed 1 /4 "deep• • Not necessary where mulch Is applied. ,f Seedbed Preparation Creeping Red Fescue Festuco rubs Apply lime to raise the pH to the level needed for species being 1 seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equlvdent) per 1 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to 1 test. Application of 150 lbs. of ammonium nitrate on areas low In organic 1 matter and fertility will greatly enhance vegetative growth. 12 -18 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. S Kentucky Bluegrass 2 Seeding 2 Select a seed mixture based on projected use of the area (Figure 5-2). 1 while considering best seeding dates. See Figure 5 -3 this sheet. If toler- Mod. ances are a problem, such on molt tolerance of seedings adjacent to streets 25-35 and highways see Figure 5-4 this sheet before find selection. H Figure 5-2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* Poo protlnsis lbs /axe be/1000 well � 7 • • sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Toll Fescue 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 - - _ - - - - - - - - G Steep Banks and Cuts 1 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 1 Kentucky Bluegrass 25 .6 Low 5. Tall Fescue 35 .8 5.5-8.3 2 1 24-35 Emerald Crownvetch** 10 .25 5-14 Lawns and High Maintenance Areas T 6. Kentucky Bluegrass 40 9 5.8 -7.5 2 1 Perennial rysgross Lolium perenne Creeping Red Fescue 40 .9 1 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 - (Turf Type) 2 8. Toll Fescue 170 4.0 5.5 -8.3 2 1 2 F • 1 Preferred 2 Will Tolerate +* Inoculate with specific In=AonL - - C LD 0, B Cr r-, Ln &i L0 Ln o- U CD 0 CD ° A n v �n 0 kn co 0 0 3 I 4 I 5 I 6 stake (typ) w straw bale • e i - _�;�fli�:_: _e ".Cali • - • - Profile (n.t.s.) SEDIMENT FILTER DETAIL EROSION CONTROL AND SEQUENCING 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3 LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES Ranking: Salt Tolerance (to both soil salts do spray): AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT i Good T Tolerance CONTAINED ON SITE. 2 Mecum MT Medlin Tolerance - Not tolerant S Slight Tolerance 4 ALL DISTURBED AREAS SHALL BEE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE IN PROJECTS. SEEDING SHOULD FIGURE 5-4 PHASES AS TI H E DIFFERENT AREASBOFTHE LE ARE COMPLETED. 1 5 EROSION CONTROL DEVICES SHALL BE BE INSTALLED AS 3 SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. + / 6 THE DURATION OF TIME WHICH AN AREA REMAINS SEEDING _ EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM / DEPENDING UPON THE WEATHER. IF CONSTRCTiON / ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, / 6" MIN. TURN DOWN THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. / 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL EROSION CONTROL BLANKET BE PUT IN PLACE AT THE TIME EACH INLET IS / (NORTH AMERICAN GREEN CONSTRUCTED. S -75 OR EQUAL) SHALL MAINTAIN EROSION CONTROL UAL) 8 MEASURES AND DEVICES DURING CONSTRUCTION AND EXISTING GRADE UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. / 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS EROSION CONTROL AND STORM SEWERS WILL LONGER OCCUR, THE CONTRACTOR SHALL REMOVE E AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. MATTING DETAIL 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. EROSION CONTROL DETAILS GRADE (NEW OR EXISTING) 7 0 Crq, �_ -L i �M met 2r4 W!n _r FP / Mm62 i � Rr� 1IIIIIIII -' TYPICAL SWALE SECTION SOILS MAP 55 GALLON DRUM 6 -1 "x6" SLOTS TO BE EQUALLY SPACED. I 3 -1 "x6" SLOTS TO BE EQUALLY SPACED. iD N (TO BE PLACED OVER ALL BEEHIVE CASTINGS DURING CONSTRUCTION) SLOTT -RISER' FOR SEDIMENT RETENTION GRADE VEW OR EXISTING) llj �A& - Y I�rY Ri t c > r I ■ t `- �r 4 , I J ►'e Tv- ll 1pl s.. )L f.- ..1 -. -� r 410 9 ZA t f ; peWj; * 10' 12' 1' I 4' I * 5' z 7' J } 3 CONC. WALK O 0 D: fi 1 2 3 4 5 6 7 8 9 10 11 SOIL * is � �8 1.]- �� �a � �� � A Salt Tolerance �CONDITtO�y Gen. Soil Sproyl • ■ • Creeping Red Fescue Festuco rubs 2 1 2 1 1 1 Med. 1 20•'-25 12 -18 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Mod. 1 25-35 12 -18 10-20 • Z • MT Poo protlnsis � 7 • • Toll Fmmouo Festuca L orundlnacea 2 1 1 1 1 1 Low 1 24-35 24-36 5-14 T Perennial rysgross Lolium perenne 2 1 2 - 1 2 H, 2 15-20 12 -18 6-10 MT Crownvetch - 1 1 2 - - Low 1 5-10 24 14-21 T Corpnnlo varla Red Clover - 1 - 2 - - Med 1 7 -10 18 5-10 5 S Trifolkim proton** stake (typ) w straw bale • e i - _�;�fli�:_: _e ".Cali • - • - Profile (n.t.s.) SEDIMENT FILTER DETAIL EROSION CONTROL AND SEQUENCING 1 CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2 CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVICE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3 LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES ,SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES Ranking: Salt Tolerance (to both soil salts do spray): AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT i Good T Tolerance CONTAINED ON SITE. 2 Mecum MT Medlin Tolerance - Not tolerant S Slight Tolerance 4 ALL DISTURBED AREAS SHALL BEE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE IN PROJECTS. SEEDING SHOULD FIGURE 5-4 PHASES AS TI H E DIFFERENT AREASBOFTHE LE ARE COMPLETED. 1 5 EROSION CONTROL DEVICES SHALL BE BE INSTALLED AS 3 SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. + / 6 THE DURATION OF TIME WHICH AN AREA REMAINS SEEDING _ EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM / DEPENDING UPON THE WEATHER. IF CONSTRCTiON / ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, / 6" MIN. TURN DOWN THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. / 7 ALL STORM SEWER INLET PROTECTION DEVICES SHALL EROSION CONTROL BLANKET BE PUT IN PLACE AT THE TIME EACH INLET IS / (NORTH AMERICAN GREEN CONSTRUCTED. S -75 OR EQUAL) SHALL MAINTAIN EROSION CONTROL UAL) 8 MEASURES AND DEVICES DURING CONSTRUCTION AND EXISTING GRADE UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. / 9 ONCE ONSITE EROSION AND SILTATION OF THE STREETS EROSION CONTROL AND STORM SEWERS WILL LONGER OCCUR, THE CONTRACTOR SHALL REMOVE E AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. MATTING DETAIL 10 THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. EROSION CONTROL DETAILS GRADE (NEW OR EXISTING) 7 0 Crq, �_ -L i �M met 2r4 W!n _r FP / Mm62 i � Rr� 1IIIIIIII -' TYPICAL SWALE SECTION SOILS MAP 55 GALLON DRUM 6 -1 "x6" SLOTS TO BE EQUALLY SPACED. I 3 -1 "x6" SLOTS TO BE EQUALLY SPACED. iD N (TO BE PLACED OVER ALL BEEHIVE CASTINGS DURING CONSTRUCTION) SLOTT -RISER' FOR SEDIMENT RETENTION GRADE VEW OR EXISTING) llj �A& - Y I�rY Ri t c > r I ■ t `- �r 4 , I J ►'e Tv- ll 1pl s.. )L f.- ..1 -. -� r 410 9 ZA t f ; peWj; * 10' 12' 1' I 4' I * 5' z 7' J } 3 CONC. WALK O 0 D: fi 1 2 3 4 5 6 7 8 9 10 11 ■ ■ u • • Is • • ■ • ST .. st , • Z • r z � 7 • • _I r r, l 12 I 13 I 14 • i / / ! (9 r.� 7 WATERSHED MAP 1 � I1� �I AREA /ZONING MAP 50' RIGHT OF WAY *30' BACK TO BACK 26' BACK TO BACK * 13' 13' 11' 11' JC. ROLL CURB PROFILE GRADE CONC. ROLL CURB SLOPE 1/4" PER FT (MIN) SLOPE 1/4" PER FT. (MIN) 1" x{11 HAC SURFACE 3" #9 HAC BINDER 9" #53 COMPACTED STONE BASE *PERTAINS TO 30' STREET PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION No. 207 TYPICAL STREET SECTION 11 12 13 alp 1 r ■ 1 il ■ C M M r ■ E ■ * 10' 12' 5' sit 7' PIPE UNDERDRAIN (TYP) SEE DETAIL some 14 i I 3 i 4' i 1' W z CONC. WALK Q n 15 Non 15 Revisions r r CERTIFIED BY THIS DRAINNG AND THE.10E4 DEWS AND CONCEPTS CONTAINED HR MN ARE THE Era 9\4E INTEU. MAL PROPERTY OF SCHNEIDER fiNGNNfiE W CORPORATION AND ARE NOT To BE USED OR ROM= IN *HOLE OR IN PART, MAHOUT THE NRITD CONSENT OF SD#&MER ENG'tNEE W CORPORATION. ©1995, Schneider Engineering Corporation r &Imeida 0 colpolafton ( 3020 North Post Road Engineering Indianapolis, Indiana Surveying 91'71-898-8282 26 -0068 GIS • US Geology 317- 899 -8010 Fax r A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated C. P. MORGAN COMMUNUIES PARKSIDE VILLAGE I CARMBL, INDIANA GENERAL DETAILS Date Project No. Drawn Approv. 12/4/95 1054 PCC Computer Files Sheet No. 1054MT ®® of 3