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Home My WebLink About08100014-16 146th & Gray Rezone (SE Corner) Pg 4Mechanical Properties Test Method Units MARV MARV Grab Tensile Strength Grab Tensile Strength ASTM D 4632 kN (Ibs) 1 78 (400) x 1 40 (315) Grob Tensile Elongation ASTM D 4632 Puncture Strength 15 x 15 kN (Ibs) Puncture Strength ASTM D 4833 kN (Ibs) ASTM D 3786 0 67 (150) 3097 (450) Mullen Burst Strength ASTM D 3786 kPo (psi) kN (Ibs) 5506 (800) (75) Trapezoid Tear Strength ASTM D 4533 kN (Ibs) 0 67 (150) x 0 73 (165) W Resistence ASTM D 4355 90 ASTM D 4491 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve) Permittivity 0 425 (40) Sec' Flow Rote ASTM D 4491 1 /min /rfi (gal/min/ft 2852 (70) Permittivity ASTM D 4491 Sec 0 90 Mechanical Properties Test Method Units MARV Grab Tensile Strength ASD D 4632 kN (Ibs) 1 62 (365) X 0 89 (200) Grab Tensile Elongation ASTM D 4632 24 X 10 Puncture Strength ASTM D 4833 kN (Ibs) 0 40 (90) Mullen Burst Strength ASTM D 3786 kPa (psi) 3097 (450) Trapezoid Tear Strength ASTM D 4533 kN (Ibs) 0 51 (115) X 0 33 (75) IN Resistence ASTM D 4355 90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve) 0425 (40) Flow Rate ASTM D 4491 1 /min /rh (gal /min /ft 5907 (145) Permittivity ASTM D 4491 Sec' 21 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 P rimarA F at Erosion Control Detai .s 33 B C D E O C O m P R U w [1 10 MIL PLASTIC CONCRETE WASHOUT [1 [1 SAND BAG SILT FENCE [1 [1 SECTION A —A SILT FENCE SAND BAG DANDY SACK SPECIFICATIONS NOTE THE DANDY SACK WILL BE MANUFACTURED IN THE U S A FROM A WOVEN MONOFILAMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS REGULAR FLOW DANDY SACK (BLACK) HI –FLOW DANDY SACK'' (SAFETY ORANGE) Cut two (2) rows of slots 1" wide x 12" long 15 9/16" 0 C (stagger slots by rows as shown) No 1 stone ballast filter and seal around riser (typ "Doghouse" around rcp t/ arn rcp �f 1 y_ dia weep holes (typ Cut –off trench j bed cmp ri ser i disturbed soil at least six No 8 stone i, inches on downs\eam beddin und er oncrete toe anchgr end section (tYP) OUT FLOW T A B C A B C r STORM SEWER GRATE REINFORCED CORNERS SLOTTED RISER II MANAGEABLE 2 FOOT CONTAINMENT AREA *Note All Dandy SacksTm can be ordered with our optional oil absorbent pillows SLOPE PROTECTION CRITICAL POINTS A Overlaps And Seams B Projected Water Line C Channel Bottom /side Slope Vertices SLOPE INSTALLATJON NORTH AMERICAN GREEN 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 USA 1 -800- 772 -2040 CANADA 1- 800 -448 -2040 www nagreen corn INLET PROTECTION IN PAVEMENT DANDY SACK TM 48 "ilia min cmp slotted riser overflow elev =799 66 Geotextile fabric (wrap around circumference of riser structure before stone placement) No 1 stone ballast filter and seal around riser (typ 12" (30 cm) (15 cm) (10 cm) LIFT STRAPS STORM INLET 12 5cm) 1 Prepare soil before installing blankets including any necessary application of lime, fertilizer, and seed Note When using cell –o –seed do not seed prepared area Cell –o –seed must be installed with paper side down 2 Begin at the top of the channel by anchoring the blanket in a 6" (15cm) deep x 6" (15cm)wide trench with approximately 12' (30cm) of blanket extended beyond the up –slope portion of the trench Anchor the blanket with a row of staples /stakes approximately 12" (30cm) apart in the bottom of the trench Backfill blanket with a row of staples /stakes approximately 12" (30cm) apart in the bottom of the trench Backfill and compact the trench after stapling Apply seed to compacted soil and fold remaining 12' (30cm) portion and compact the trench after stapling Apply seed to compacted soil and fold remaining 12' (30cm) portion of blanket back over seed and compacted soil Secure blanket over compacted soil with a row of staples /stakes spaced approximately 12" (30cm) apart across the width of the blanket 3 Roll center blanket in direction of water flow in bottom of channel Blankets will unroll with appropriate side against the soil surface All blankets must be securely fastened to soil surface by placing staples /stakes against the soil surface All blankets must be securely fastened to soil surface by placing staples /stakes in appropriate locations as shown in the staple pattern guide When using optional dot system staples /stakes in appropriate locations as shown in the staple pattern guide When using optional dot system, staples /stakes in appropriate locations as shown in the staple pattern guide When using optional dot system, staples /stakes should be placed through each of the colored dots corresponding to the appropriate staple pattern 4 Place consecutive blankets end over end (shingle style) with a 4 -6" (10cm -15cm) overlap Use a double row of staples staggered 4" (10cm) apart and 4" (10cm) on center to secure blankets 5 Full length edge of blankets at top of side slopes must be anchored with a row of staples /stakes approximately 12" (30cm) apart in a 6" (15cm) deep x 6" (15cm) wide trench Backfill and compact the trench after stapling 6 Adjacent blankets must be overlapped approximately 2 -5" (5cm -12 5cm) (depending on blanket type) and stapled to ensure proper seam alignment, place the edge of the overlapping blanket (blanket being installed on top) even with the colored seam stitch on the blanket being overlapped 7 In high flow channel applications, a staple check slot is recommended at 30 to 40 foot (9m -12m) intervals Use a double row of steriles staggered 4' (10cm) apart and 4" (10cm) on center over entire width of the channel 8 The terminal end of the blankets must be anchored with a row of staples /stakes approximately 12" (30cm) apart in a 6" (15cm) deep x 6" (15cm) wide trench Backfill and compact the trench after stapling NOTE Horizontal staple spacing should be altered if necessary to allow staples to secure the critical points along the channel surface 0 In loose soil conditions, the use of staple or stake lengths greater than 6" (15 cm) may be necessary to properly anchor the blankets OPTIONAL OVERFLOW PORTS DUMPING STRAPS Contribut Drainage area Dam center Dam side slope Distance between dams Overflow areas along channel Rock size Forward Cross Section Views Of Rock Check Dam 1 5 ft in Filte fabric Revetment riprap Filter fabric 24 in (max) at center Note space check dams in the channel so the upstream toe elevation (A) and the downstream dam top elevation (B) are the same INSTALLATION 1 Excavate a cutoff trench into the ditch banks, and extend it a minimum of 17 in beyond the abutments 2 Place the rock in the cutoff trench and channel to the indicated lines and dimensions, center a maximum of 2 ft high yet 9 in below where the dam abuts the channel banks 3 Extend the rock at least 18 in beyond the channel banks to keep overflow water from undercutting the dam as it reenters the channel 4) Install as many dams as necessary to satisfy the indicated spacing requirement 5 Stabilize the channel above the uppermost dam 6 Recognizing that water will flow over and around the lowermost dam, protect the channel downstream from it with an erosion– resistant lining for a distance of 6 ft unless the channel is protected through other means MAINTENANCE 1 Inspect the dams and the channel after each storm event, and repair any damage immediately 2 If significant erosion occurs between the dams, install a riprap liner in that portion of the channel (refer to Indiana Handbook for Erosion Control in Developing Areas Practice 3 32) 3 Remove sediment accumulated behind each dam as needed to maintain channel capacity, to allow drainage through the clam, and to prevent large flows from displacing sediment 4 Add rock to dams as needed to maintain design height and cross section 5 When the dams are no longer needed, remove the rock and stabilize the channel, using erosion resistant lining if necessary REQUIREMENTS Drainage Area Limited to Y4 acre per 100 ft of fence, further restncted by slope steepness Location Trench Support Posts Spacing of Posts Fence Height Support Wire (Optional) Fence Fabric Maximum Land Slope and Distance for Which a Silt Fence Is Applicable Land Slope Max Distance above fence Less than 2% 100 ft 2to5 75ft 5 to 10% 50 ft 10 to 20% 25 ft More than 20% 15 ft REQlt1S Motenal Thickness Width Length Washing Facility (optional) RIPRAP DITCH CHECK 2 acres maximum 2 ft height but at least 9 in lower than the outer edges at natural ground elevation 2 1 or flatter Spaced so the toe of the upstream dam is the same elevation as the top of the downstream dam Stabilized to resist erosion INDOT revetment nprap SILT FENCE Fence nearly level, approximately following the land contour and at least 10 ft from toe of slope to provide a broad, shallow sediment pool 8 in minimum depth, flat bottom or V– shaped, filled with compacted soil or gravel to bury lower portion of support wire and /or fence fabric 2x2 in hardwood posts (if used) or steel posts set at least 1 ft deep Steel posts should have projections for fastening fabnc 8 ft maximum if fence supported by wire, 6 ft for extra strength fabric without wire backing High enough so depth of impounded water does not exceed 1 Y2 ft at any point along the fence line 14 gauge, 6 in mesh wire fence (needed if using standard fabric) Woven or non –woven geotextile fabric with specified filtenng and tensile strength and containing UV inhibitors and stabilizers to ensure 6 mo minimum life at temperatures 0'd -120T Filter fobnc Compacted soil S/ Detaisd example of sit fence installation (showing fat bottom and V—shaped benches). Support wire 8 in (min Post 18 in deep (min) 8 in (mm Wire 6 in deep 14 in jl{I i ,c mk141 V– trench with gravel INSTALLATION Site Preparation 1) Plan for the fence to be at least 10 ft from the toe of the slope to provide a sediment storage area 2 Provide access to the area if sediment cleanout will be needed Fence Construction 1) Along the entire intended fence line, dig an 8 in flat bottomed or V– shaped trench 2) On the downslope side of the trench, drive the wood or steel support posts at least 1 ft into the ground (the deeper the better), spacing them no more than 8 ft apart if the fence is supported by wire or 6 ft if extra– strength fabric is used without support wire Adjust spacing if necessary to ensure that posts are set at the low points along the fence line (Note If the fence has pre– attached posts or stakes, drive them deep enough so that the fabric is satisfactorily in the trench as described in Step 6) 3) Fasten support wire fence (if the manufacturer recommends its use) to the upslope side of the posts, extending it 8 in into the trench 4 Run a continuous length of geotextile fabric in front (upslope) of the support wire and posts, avoiding joints, particularly at low points in the fence line 5 If a joint is necessary, nail the overlap to the nearest post with loth 6 Place the bottom 1 ft of fabric in the 8 in deep trench extending the remaining 4 in toward the upslope side 7 Backfill the trench with compacted earth or grovel MAINTENANCE 1 Inspect the silt fence periodically and after each storm event 2 If fence fabric tears, starts to decompose or in any way becomes ineffective, replace the affected portion immediately 3 Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge 4 Take care to avoid undermining the fence during clean out 5 After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize STABLE CONSTRUCTION ENTRANCE 2 -3 in washed stone (INDOT CA No 2) over a stable foundation 6 in minimum 20 ft minimum or full width of entrance /exit, whichever is greater 50 ft minimum The length can be shorter for small sites such as an individual home Level area with 3 in washed stone minimum or a commercial rack, and waste water diverted to a sediment trap (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3 72) Geotextile Fabnc May be used under wet conditions or for soils within a high seasonal water table to provide Underliner greater beanng strength Typical Constriction Entrance/Exit 2 -3 in coarse aggregate Geotextile fobnc to stabilize foundation (especially important where wetness is anticipated) INSTALLATION 1 Avoid locating on steep slopes or at curves in public roads 2 Remove all vegetation and other objectionol material from the foundation area, and grade and crown for positive drainage 3 If slope towards the road exceeds 2 construct a 6 -8 in high water bar (ridge) with 3 1 side slopes across the foundation area about 15 ft from the entrance to divert runoff from the road (refer to Indiana Handbook for Erosion Control in Developing Areas, Practice 3 24) 4) Install pipe under the pad if needed to maintain proper public road drainage 5 If wet conditions are anticipated, place geotextile fabric on the graded foundation to improve stability 6 Place stone to dimensions and grade shown in the erosion /sediment control plan, leaving the surface smooth and sloped for drainage 7 Divert all surface runoff and drainage from the stone pad to a sediment trap or basin Temporary Construction Entrance/exit Pad With Diversion Ridge Where Grade Exceeds 2X Grade 29' 8 in J Diversion Ridge K *T I I e ft =f J t =f I— ��lt w 7 ilte:M�� µ�Y`�t� 75 Geotextile 111 -111 I r?i� fabric Public Road INSTALLATION 1 Inspect entrance pad and sediment disposal area weekly and after storm events or heavy use 2 Reshape pad as needed for drainage and runoff control 3 Top dress with clean stone as needed 4 Immediately remove mud and sediment tracked or washed onto public roods by brushing or sweeping Flushing should only be used if the water is conveyed into a sediment trap or basin 5 Repair any broken road pavement immediately REQUIREMENTS Site and seedbed preparation Graded and lime and fertilizer applied Plant species Selected on the basis of soil type, soil pH, region of the state, time of year and planned use of the area to be seeded Mulch Clean grain straw, hay, wood fiber etc to protect seedbed and encourage plant growth The mulch may need to be anchored to reduce removal by wind or water, or erosion control blankets may be considered APPUCAT1ON Permanently seed all final grade areas (e g landscape berms drainage swales, erosion control structures etc as each is completed and all areas where additional work is not scheduled for a period of more than a year Site Preparation 1 Install practices needed to control erosion, sedimentation, and runoff prior to seeding These include temporary and permanent diversions sediment traps and basins, silt fences and straw bale dams (refer to Indiana Handbook for Erosion Control in Developing Areas, Practices 3 21, 3 22, 3 72 3 73, 3 74, and 3 75) 2 Add topsoil to achieve needed depth for establishment of vegetation (refer to Indiana Handbook for Erosion Control in Developing Areas Practice 3 02) 3 Grade the site and fill in depressions that can collect water Seedbed Preparation 1 Test soil to determine pH and nutrient levels (Contact your county SWCD or Cooperative Extension office for assistance and soils information, including available testing services 2 If soil pH is unsuitable for the species to be seeded, apply lime according to test recommendations 3 Fertilize as recommended by the soil test If testing was not done, consider applying 400 -600 lbs /acre of 12 -12 -12 analysis, or equivalent fertilizer 4 Till the soil to obtain a uniform seedbed, working the fertilizer and lime into the soil 2 -4 in deep with a disk or rake operated across the slope Seeding Optimum seeding dotes are Mor 1 –May 10 and Aug 10 –Sept 30 Permanent seeding done between May 10 and Aug 10 may need to be irrigated As an alternative use temporary seeding (refer to Indiana Handbook for Erosion Control in Develo' rig Areas, Practice 3 11) until the preferred date for permanent seeding 1 Based on site conditions soil pH, intended land use and expected level of maintenance, select a seeding mixture and rate from the table below 2) Apply seed uniformly with a drill or cultipacker– seeder or by broadcasting, and cover to a depth of 1/4 -1/2 in 3 If drilling or broadcasting, firm the seedbed with a roller or cultipacker 4 Mulch all seeded areas (refer to Indiana Handbook for Erosion Control in Developing Areas Practice 3 15) Consider using eosion control blankets on sloping areas (refer to Indiana Handbook for Erosion Control in Developing Areas Practice 3 17) (NOTE If seeding is done with a hydroseeder, fertilizer and mulch con be applied with the seed in a slurry mixti.re This table provides several seeding options Additional seed species and mixtures are available commercially When selecting a mixture, consider site conditions, including soil properties (e g soil pH and drain age), slope aspect and the tolerance of each species to shade and doughtness Seed species and mixtures Rate per acre Optimum soil pH Open And Disturbed Areas (remaining Idle More 1 Yr) 1 Perennial Ryegrass 35 to 50 lbs 5 6 to 7 0 white or ladrno clover* 1 to 2 lbs 2 Kentucky Bluegrass 20 lbs 5 5 to 7 5 smooth or bromegross 10 lbs switch gross 3 lbs timothy 4 lbs perennial ryegrass 10 lbs white or ladrno clover* 1 to 2 lbs 3 Perennial Ryegrass 15 to 30 lbs 5 6 to 7 0 tall fescue 15 to 30 lbs 4 Toll Fescue 35 to 50 lbs 55 to 75 ladrno or white clover* 1 to 2 lbs base PERMANENT SEEDING TEMPORARY SEEDING MULCHING Steep Banks And Cuts, Low Maintenance Areas (not Mowed) 1 Smooth Bromegrass 25 to 35 lbs 5 6 to 7 0 red clover* 10 to 20 lbs 2 Tall Fescue 35 to 50 lbs 5 6 to 7 0 white or ladrno clover* 1 to 2 lbs 3 Toll Fescue 35 to 50 lbs 5 6 to 7 0 red clover* 10 to 20 lbs (Recommended north of US 40) 4 Orchardgrass 20 to 30 lbs 5 6 to 7 0 red clover* 10 to 20 lbs ladrno clover* 1 to 2 lbs 5 Perennial Ryegrass 10 to 12 lbs 5 6 to 7 0 tall fescue 20 to 30 lbs (Recommended south of US 40) Lawns And High Maintenance Areas 1 Bluegrass 2 Perennial Ryegrass 4 bluegrass 3 Toll Fescue (turf type) bluegrass SEEDING DETAILS 105 to 140 lbs 45 to 60 lbs 70 to 90 lbs 130 to 170 lbs 20 to 30 lbs STABILIZATION PRACTI JAN FEB MAR APR MAY JUNE 55 to 70 56 to 70 56 to 75 Channels And Areas Of Concentrated Flow 1 Perennial Rye Grass 100 to 150 lbs 5 6 to 7 0 white or ladrno clover* 1 to 2 lbs 2 Kentucky Bluegrass 20 Ibs 55 to 75 smooth or bromegross 10 Ibs 4- switch gross 3 Ibs timothy 4 Ibs perennial ryegrass 10 Ibs white ladrno clover* 1 to 2 lbs 3 Tall Fescue or 100 to 150 lbs 5 5 to 7 5 +ladrno or white clover* 7 to 2 lbs 4 Tall Fescue 100 to 150 lbs 5 5 to 7 5 4 Perennial Ryegrass 15 to 20 lbs Kentucky bluegrass 15 to 20 lbs For best results (a) legume seed should be inoculated, (b) seeding mixtures containing legumes should preferably be spring– seeded although the grass may be fall– seeded and the legume frost seeded (Practice 3 13), and (c) if legumes are fall seeded do so in early fall Tall fescue provides little cover for, and may be toxic to, some species of wildlife The IDNR recognizes the need for additional research on alternatives to tall fescue, such as buffalograss, orchard –grass smooth bromegrass and switch –grass This research, in conjunction with demonstration areas, should focus on erosion control characteristics wildlife toxicity turf durability and drought resistance NOTE An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures If so, it is best to seed during the fall seeding penod, especially after Sept 15, and of the following rotes spnng oats– 1/4 to 3/4 bu /acre wheat –no more than Y2 bu /acre MAINTENANCE 1 Inspect periodically, especially after storm events until the stand is successfully established (Characteristics of a successful stand include vigorous dark green or bluish –green seedlings, uniform density with nurse plants, legumes, and grasses well intermixed, green leaves, and the perennials remaining green throughout the summer at least at the plant 2 Plan to add fertilizer the following growing season according to soil test recommendations 3 Repair damaged bare or sparse areas by filling any gullies re– fertilizing over– or re– seeding, and mulching 4) If plant cover is sparse or patchy, review the plant materials chosen, soil fertility, moisture condition and mulching, then repair the affected area either by over seeding or by re– seeding and mulching after re– preparing the seedbed 5 If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems (Contact your SWCD or Cooperative Extension office for assistance 6 If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations A //I B I C D //I E A KENTUCKY BLUEGRASS 40 TURF TYPE TALL FESCUE 40 ANNUAL RYEGRASS 20% PLUS 2 TONS OF STRAW MULCH/ ACRE APPLY MIXTURE AT A RATE OF 2 LBS PER 1000 SQ FT B SPRING OATS 3 BUSHEL PER ACRE C WHEAT OR RYE 2 BUSHEL PER ACRE D ANNUAL RYEGRASS (1 LB PER 1000 SQ FT E STRAW MULCH (90 LBS PER 1000 SQ FT I IRRIGATION NEEDED DURING JUNE, JULY, AND OR SEPTEMBER IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD NOTE ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED 400 -600 LBS PER ACRE OR AS SPECIFIED SEEDING SCHEDULE NO SCALE JULY AUG SEPT OCT NOV DEC 1 Pla Hearthview Properties 146th Street Office Complex Southeast Corner of 146th Street Gray Road, Carmel, Indiana Hearthview 805 City Center Drive Suite 140 Carmel, Indiana 46032 Prepared For Hearthview Attn. Kent Lawrence 805 City Center Drive Suite 140 Cannel, Indiana 46032 Survey Prepared By Bordenet Design D. Scott Bordenet, PE, IS 8902 Alibeck Ct. Indianapolis, IN 46256 Certification Date: October 16th, 2008 05.1. :,azIST ��fr No 20100044 I STATE OF IMO,: 1 l s General Notes: A. Contractor shall at all times insure that erosion control measures protecting existing drainage facilities be in place prior to the commencement of any phase of construction or land alteration activity. Also, it is the contractor's responsibility to ensure all codes and ordinances are followed and permits ore attained. D, As soon as areas are brought to finish grade or new drainage facilities are constructed, contractor shall construct the applicable erosion control measures required by and delineated on the approved plan or by local authority. C During site construction activity, the contractor shall: 1. Construct all perimeter silt barriers, 2. Install and maintain clean crushed stone at all construction entrances /exits to the site and any areas used for parking. 3 Prevent construction silts from leaving the site at all times and place excavated materials away from any direct drainage flow runoff from the site. D Temporary vegetation shall be installed within 7 days following completion of any phase of grading. E. Contractor shall inspect all erosion control measures daily and repair as necessary to prevent erosion. Siltation shall be removed from areas where failures have occurred. Corrective action shall be taken within 24 hours to maintain oil erosion control. F Perimeter siltation barriers shall be maintained at all times. C. At such time that rough grading of the site is complete and drainage diverts to inlets, inlet erosion control measures shall be installed at all inlet structures to keep piping systems free of siltation. H. Erosion control measures, construction entrances, and siltation barriers shall remain in place until a good stand of grass has been obtained and /or paving operations are complete. After complete vegetative establishment or paving, all silt in pipes, detention facilities and swales shall be removed within 10 days so that finished grades are met. Material handling and storage associated with construction activity shall meet the spill prevention and spill response requirements in 327 IAC 2 -6.1. J. Fertilizers and pesticides should not be used in ditches, channels, or near waterways. K. This property is intended to be used for medical office purposes. Docket Numbers: 08100014Z, 08100015PP, 08100016SW Sheet No. Primary Plat Index 1. Primary Plat 2. Primary Plat Landscaping 3. Primary Plat Erosion Control Sheet 4. Primary Plat Erosion Control Details HEARTHVIEW Revision Block Rev. No. Description I Date 1 I Revisions from TAC, PC and public meetings,; 4 -4 -04 2 Re— design based on underground storage 10 -16 -08 D. Scott Bordenet, P.E., L.S. Ph. 317 536 -6181 Fax: 317- 536 -6220 8902 Alibeck Ct. Indianapolis, IN 46256 Project Number: 2007-039 4 Of 4