The URL can be used to link to this page

Home My WebLink About06 Erosion Control Plan C5STABILIZED COSISTRUCTION )dT SEE DTL. 13/C6 THIS PLAN IS FOR CONCEPTUAL EROSION CONTROL PURPOSES ONLY DO NOT SCALE SEE 1 AID 4. W CD o' FFE. -142k6 3' STRAWE3ALE� SEE DTL. 7/ 6 tylossootcomoLsedueice 1) INSTALL STABTL ED ENTRANT E wi-EN MOBILIZING EXCAVATION EOU PMENT. 2) INSTALL SLT FENCE PRIOR TO NiT'iATG ANY EXCAVATION. 3) PROVIDE INLET EROSION CONTROL MEASURES EACH LOCATION AS SOON AS NIT STRUCTURE IS INSTALLED. 4) PROVIDE TEMPORARY SEEDING AND EROSION COKTAOL BLANKETS. IMMEDIATELY AFTER BACK FLUNG EXCAVATIONS. 5) INSTALL PERMANENT SEEDING AS SOON AS PRACTICAL ONCE EXCAVATION AND DIRT MOVING ACTNITES ARE COMPLETED. STRAWBALES SEE DTL...711C6 S 84 E M.) awe sow ,e., awn tom =mit mow Irmo SEED ALL DISTURBED AREAS PER NOTES AND DETAILS THE PAGE ERC751 TR SEE DTL 6 Ii I I Ii 1 II OF WATER 8.255 Ac. 4 BL Af1GET Z I I Ir o t i r-.1 co i j i SILT FENCE /7 1 6 SEE I7TL. 6/ t I; i j/ V LOT: f 3: EAST 98th AUTq r 7 37, 1 LJ T; 1 I 1 AST 96th' AUTO NOTES: IRRIGATION NEEDED "DURiNG.JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN iN THE SHADED AREAS. USE MULCH. -LATE SUMMER SEEDING DATES MAY BE EXTE=NDED. 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 DURING DORMANT PERIODS. SEEDING SCHEDULES NOT TO SCALE SPECIE=S LEVEL SLOPING OPEN AREAS TALL FESCUE TALL FESCUE (RED CLOVER) KENTUCKY BLUEGRASS CRFFPiNG RFD FESCUE STEEP BANKS TALL FESCUE KENTUCKY BLUEGRASS TALL FESCUE EMERALD CROWN VETCH LAWNS HIGH MAiNTAiNANCE AREAS KENTUCK( BLUEGRASS CREPING RED FESCUE PERENNIAL RYEGRAS TALL F>= ,CUE WHEAT OR RYE SPRING OATS ANNUAL RYEGRASS SEED MIXTURES NO ,1; S 3.5 lbs. 2.3 lbs. 1 lbs. TEMPORARY SEEDING PERMANENT SEEDING tbs. lbs. SUITABLE DRY WELL WET ACRE 1.000 s.f. PH DRAINED 35 0.8 5.5 -8.3 2 1 25 0.6 5.5 -8.3 1 5 0.12 15 0.4 5.5 -7.5 2 1 15 0.4 15 0.4 5.8 -7.5 2 25 0.6 35 0.8 5.5 -8.3 2 10 0.25 40 0.9 5.8 -7.5 2 40 0.9 170 4.0 5.8 -7.5 170 .4.0. 5.5 -8.3° 2 1 PREFERRED 2 WILL TOLERATE TEMPORARY SEEDING KING OF.SEET7 PER 1000 sq. ft. PER ACRE REMARKS 2 bu. 3 bu. 40 lbs. 2 2 COVER SEED 1" 1 1/2" DEEP COVER SEED 1" DEEP COVER WITH MULCH V GAs.As team EXISTING LEGEND V E EXISTING WATER LINE UNDERGROUND TELEPHONE EASEMENT SETBACK LINE CENTERLINE UNDERGROUND GAS MAiN UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE UNDERGROUND ELECTRIC LINE OVERHEAD ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER CURB INLET 8 "x8" AMERITECH PHONE PEDESTAL IPL ELECTRIC BOX STREET SIGN GAS VALVE EXISTING CONTOUR VEGETATION SANITARY MANHOi F EXISTING BUSH EXISTING TREE EXISTING IRON PIN FOUND EXISTING CATCH BASIN EXISTING WATER VALVE "Holey Maley" says, DON'T DIG BLIND Cott Mondoy through Fridoy -7 AM to I PM Au. palm tomextioue tletntls mi morons son sums mr wee uPoo moue PAN ,+ec wwuro, boA.gpro�ef Lamm¢ I to. soyewa .eS Mb w s SOfl:AATM IN M*"F 1FCPE IZ CA EMT. UIQACROIM VRUTIES !OR Mat THERE NO AR NE CRpMO eveF a OR Edit MCH MO MOW OROUIO EtMJE,CE m.S ORStWFD, THE EXACT LOGTae Of s *SMC UOCEGlOVIL tflLMS SMUG EE WORD In PnE :.'EMWC ";rt NO, TO Her CA* 7uM ON EARN, ItITANC ICTNR6. l- itoti 5S 1 800-428 -5204 tea ow cursor or MOW 41111.11011.11.1 durroommolom E G ins PROPOSED LEGEND ••4 vt/rX EROSION: CONTROL NOT 6" CONCRETE CURB PROPOSED SANITARY SEWER FLOW LINE OF SWALE SUBDIVISION BOUNDARY AD JOINER PROPERTY UNE PROPOSED STORM SEWER PROPOSED UNDERGROUND PROPOSED UNDERGROUND PROPOSED UNDERGROUND FLOW ARROW PROPOSED GRADE ADA SPACE' HEAVY DUTY ASPHALT PAVEMENT LIGHT -DUTY ASPHALT PAVEMENT CONCRE i E PAVEMENT STRAW BALE DAM RIP -RAP Contractor to verify all existing conditions prior to beginning work. 2. All grading /earthmoving work to be done in strict accordance with all State and Local Codes and Requirements. SWALE SILT FENCE LANDSCAPING SEEDING BLANKET Land oIteration which strips the land of vegetation, including regrading, shall be done in a way that will minimize soil erosion. The duration of time which an area remains exposed shall be kept to a procticol minimum. The area shall be stabilized as quickly as practical with temporary seeding per amounts shown in note #7 and with erosion control blankets on all slopes and areas shown. 5. Permanent and final vegetation or structural erosion control devices shall be installed as soon as final grading is completed for each drainage structure or excavation. 6. Surface water shalt be diverted away from the project area wherever possible. As earthwork construction progresses, the contractor shall take care to avoid creating any inadvertent run-off accumulation. At the end of each work day, the contractor shall survey the site and make any necessary earthwork adjustments to insure proper drainage and avoid potential hazards to adjacent landowners. 7. All permanent slopes shall be seeded with a mixture of mulch (3000 1000 lbs. 12 -12 -12 fertilizer` per acre, and red fescue at the rate of 40 lbs per acre and 40 lbs. blue grass per acre. from March 1 to May 15 and August 10 to October 15, 8. A41 sediment control measures shall be installed prior to cleaning and grubbing operations and shall be maintained until permanent ground cover is established. Al) sediment control measures shall be performed in strict accordance with the plans as approved by the City of Indianapolis. 10. The Contractor shall provide adequate erosion protection measures during construction such as, but not limited to: Siltation basins, Silt traps, Straw bale damns, Soil Cement, Mulch and Seeding, Soil stabilization fabric, and Jute netting. 11. Erosion control blanket by 'American Excelsior Company' (or equal). Anchor all erosion control blankets as required per manufacturer Curlex Products Curlex Erosion Control Blanket (48" long) 78 roll Staples shall be 11 gauge U- -shaped, b" long, and minimum 1" crown. Drive staples vertically into ground and use (4) staples at ends of roll. For slope installation, staple along length of roll at 6 foot intervals. For Swale liner, staple along length of roll at 4 foot intervals. Another row of staples shall be placed in the center of the blanket alternately spaced form staples at each side of row. 12. Any grades established between May 15 to August 10 shall provide temporary seeding consisting of 40 lbs. per acre of annual rye grass. 13. For any seeding that takes place between October 15 to March 1, either rye or wheat may be substituted and spread at 3 bushels per acre. If grains are used they shall be cut at the time of permanent seeding. Cover seed with mulch 1 1 1/2 in. deep. 14 If temporary seeding is established prior to permanent seeding, the mulch may be eliminated except for exposed areas, EROSION Cd l r AN GRAPHIC SCALE IN FEET 120 I inch 40 ft. ELECTRIC GAS WATER !Rao. No Q 1Q2 -te)2 r9 DRAWN SY: CHfcNCrn err': JAN FEB MAR APR` MAY JUN JUL AUG SEP OCT NOV DEC WHEAT RYE �w OATS PERMANENT ANNUAL RYEGRASS SEEDING NON- iRRIGATED r IRRIGATED r DORMANT STABILIZED COSISTRUCTION )dT SEE DTL. 13/C6 THIS PLAN IS FOR CONCEPTUAL EROSION CONTROL PURPOSES ONLY DO NOT SCALE SEE 1 AID 4. W CD o' FFE. -142k6 3' STRAWE3ALE� SEE DTL. 7/ 6 tylossootcomoLsedueice 1) INSTALL STABTL ED ENTRANT E wi-EN MOBILIZING EXCAVATION EOU PMENT. 2) INSTALL SLT FENCE PRIOR TO NiT'iATG ANY EXCAVATION. 3) PROVIDE INLET EROSION CONTROL MEASURES EACH LOCATION AS SOON AS NIT STRUCTURE IS INSTALLED. 4) PROVIDE TEMPORARY SEEDING AND EROSION COKTAOL BLANKETS. IMMEDIATELY AFTER BACK FLUNG EXCAVATIONS. 5) INSTALL PERMANENT SEEDING AS SOON AS PRACTICAL ONCE EXCAVATION AND DIRT MOVING ACTNITES ARE COMPLETED. STRAWBALES SEE DTL...711C6 S 84 E M.) awe sow ,e., awn tom =mit mow Irmo SEED ALL DISTURBED AREAS PER NOTES AND DETAILS THE PAGE ERC751 TR SEE DTL 6 Ii I I Ii 1 II OF WATER 8.255 Ac. 4 BL Af1GET Z I I Ir o t i r-.1 co i j i SILT FENCE /7 1 6 SEE I7TL. 6/ t I; i j/ V LOT: f 3: EAST 98th AUTq r 7 37, 1 LJ T; 1 I 1 AST 96th' AUTO NOTES: IRRIGATION NEEDED "DURiNG.JUNE AND JULY. TO CONTROL EROSION AT TIMES OTHER THAN iN THE SHADED AREAS. USE MULCH. -LATE SUMMER SEEDING DATES MAY BE EXTE=NDED. 5 DAYS IF MULCH IS APPLIED INCREASE SEEDING APPLICATION BY 50 DURING DORMANT PERIODS. SEEDING SCHEDULES NOT TO SCALE SPECIE=S LEVEL SLOPING OPEN AREAS TALL FESCUE TALL FESCUE (RED CLOVER) KENTUCKY BLUEGRASS CRFFPiNG RFD FESCUE STEEP BANKS TALL FESCUE KENTUCKY BLUEGRASS TALL FESCUE EMERALD CROWN VETCH LAWNS HIGH MAiNTAiNANCE AREAS KENTUCK( BLUEGRASS CREPING RED FESCUE PERENNIAL RYEGRAS TALL F>= ,CUE WHEAT OR RYE SPRING OATS ANNUAL RYEGRASS SEED MIXTURES NO ,1; S 3.5 lbs. 2.3 lbs. 1 lbs. TEMPORARY SEEDING PERMANENT SEEDING tbs. lbs. SUITABLE DRY WELL WET ACRE 1.000 s.f. PH DRAINED 35 0.8 5.5 -8.3 2 1 25 0.6 5.5 -8.3 1 5 0.12 15 0.4 5.5 -7.5 2 1 15 0.4 15 0.4 5.8 -7.5 2 25 0.6 35 0.8 5.5 -8.3 2 10 0.25 40 0.9 5.8 -7.5 2 40 0.9 170 4.0 5.8 -7.5 170 .4.0. 5.5 -8.3° 2 1 PREFERRED 2 WILL TOLERATE TEMPORARY SEEDING KING OF.SEET7 PER 1000 sq. ft. PER ACRE REMARKS 2 bu. 3 bu. 40 lbs. 2 2 COVER SEED 1" 1 1/2" DEEP COVER SEED 1" DEEP COVER WITH MULCH V GAs.As team EXISTING LEGEND V E EXISTING WATER LINE UNDERGROUND TELEPHONE EASEMENT SETBACK LINE CENTERLINE UNDERGROUND GAS MAiN UNDERGROUND TELECOMMUNICATIONS PROPERTY or R/W LINE UNDERGROUND ELECTRIC LINE OVERHEAD ELECTRIC LINE SANITARY SEWER EXISTING STORM SEWER CURB INLET 8 "x8" AMERITECH PHONE PEDESTAL IPL ELECTRIC BOX STREET SIGN GAS VALVE EXISTING CONTOUR VEGETATION SANITARY MANHOi F EXISTING BUSH EXISTING TREE EXISTING IRON PIN FOUND EXISTING CATCH BASIN EXISTING WATER VALVE "Holey Maley" says, DON'T DIG BLIND Cott Mondoy through Fridoy -7 AM to I PM Au. palm tomextioue tletntls mi morons son sums mr wee uPoo moue PAN ,+ec wwuro, boA.gpro�ef Lamm¢ I to. soyewa .eS Mb w s SOfl:AATM IN M*"F 1FCPE IZ CA EMT. UIQACROIM VRUTIES !OR Mat THERE NO AR NE CRpMO eveF a OR Edit MCH MO MOW OROUIO EtMJE,CE m.S ORStWFD, THE EXACT LOGTae Of s *SMC UOCEGlOVIL tflLMS SMUG EE WORD In PnE :.'EMWC ";rt NO, TO Her CA* 7uM ON EARN, ItITANC ICTNR6. l- itoti 5S 1 800-428 -5204 tea ow cursor or MOW 41111.11011.11.1 durroommolom E G ins PROPOSED LEGEND ••4 vt/rX EROSION: CONTROL NOT 6" CONCRETE CURB PROPOSED SANITARY SEWER FLOW LINE OF SWALE SUBDIVISION BOUNDARY AD JOINER PROPERTY UNE PROPOSED STORM SEWER PROPOSED UNDERGROUND PROPOSED UNDERGROUND PROPOSED UNDERGROUND FLOW ARROW PROPOSED GRADE ADA SPACE' HEAVY DUTY ASPHALT PAVEMENT LIGHT -DUTY ASPHALT PAVEMENT CONCRE i E PAVEMENT STRAW BALE DAM RIP -RAP Contractor to verify all existing conditions prior to beginning work. 2. All grading /earthmoving work to be done in strict accordance with all State and Local Codes and Requirements. SWALE SILT FENCE LANDSCAPING SEEDING BLANKET Land oIteration which strips the land of vegetation, including regrading, shall be done in a way that will minimize soil erosion. The duration of time which an area remains exposed shall be kept to a procticol minimum. The area shall be stabilized as quickly as practical with temporary seeding per amounts shown in note #7 and with erosion control blankets on all slopes and areas shown. 5. Permanent and final vegetation or structural erosion control devices shall be installed as soon as final grading is completed for each drainage structure or excavation. 6. Surface water shalt be diverted away from the project area wherever possible. As earthwork construction progresses, the contractor shall take care to avoid creating any inadvertent run-off accumulation. At the end of each work day, the contractor shall survey the site and make any necessary earthwork adjustments to insure proper drainage and avoid potential hazards to adjacent landowners. 7. All permanent slopes shall be seeded with a mixture of mulch (3000 1000 lbs. 12 -12 -12 fertilizer` per acre, and red fescue at the rate of 40 lbs per acre and 40 lbs. blue grass per acre. from March 1 to May 15 and August 10 to October 15, 8. A41 sediment control measures shall be installed prior to cleaning and grubbing operations and shall be maintained until permanent ground cover is established. Al) sediment control measures shall be performed in strict accordance with the plans as approved by the City of Indianapolis. 10. The Contractor shall provide adequate erosion protection measures during construction such as, but not limited to: Siltation basins, Silt traps, Straw bale damns, Soil Cement, Mulch and Seeding, Soil stabilization fabric, and Jute netting. 11. Erosion control blanket by 'American Excelsior Company' (or equal). Anchor all erosion control blankets as required per manufacturer Curlex Products Curlex Erosion Control Blanket (48" long) 78 roll Staples shall be 11 gauge U- -shaped, b" long, and minimum 1" crown. Drive staples vertically into ground and use (4) staples at ends of roll. For slope installation, staple along length of roll at 6 foot intervals. For Swale liner, staple along length of roll at 4 foot intervals. Another row of staples shall be placed in the center of the blanket alternately spaced form staples at each side of row. 12. Any grades established between May 15 to August 10 shall provide temporary seeding consisting of 40 lbs. per acre of annual rye grass. 13. For any seeding that takes place between October 15 to March 1, either rye or wheat may be substituted and spread at 3 bushels per acre. If grains are used they shall be cut at the time of permanent seeding. Cover seed with mulch 1 1 1/2 in. deep. 14 If temporary seeding is established prior to permanent seeding, the mulch may be eliminated except for exposed areas, EROSION Cd l r AN GRAPHIC SCALE IN FEET 120 I inch 40 ft. ELECTRIC GAS WATER !Rao. No Q 1Q2 -te)2 r9 DRAWN SY: CHfcNCrn err':