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07040021.12
Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MmB2 - Miami Silt Loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" 2' -0" MIN COMPACTED EMBANKMENT MATERIAL TYP. 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" MIN -3:1 OR FLATTER SIDE SLOPES SOILS MAP NOT TO SCALE GROUND SURFACE NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL 0 \ \ ° 0-o O °o •o °o o. PUBLIC ROAD °°' °' ° ° °o' ° ° ° °°' °°' 50' (MIN) \ • ° ° . e ° O °. ° • . ° O . . ° ° ° • . . . . ° o °O . ° 'D . ° o ° °. O . ° ° O ° °• . O ° O ° O ° O . o ° ° O . o ° O °. ° °o° o O °.. oo . ° ° ° ° .O • •° o o O• 0. 0 O ° O O • °o ° O o ° , ° ° O °. • ° O o ° , O °o ° . O o ° 0. , ° °o o. ° °o• ° °o 0 . ° • ° ° O , ° ° ° , ° ° 0.o ° 0.. ° 0.0. ° 0.. ° O , o ° o , o ° O , o ° ° , ° ° O , ° O.o °O•o °O•° °O•o °O • o °O.o O O . o ° O . 0.0.0. ° e ° O . o .0 O . o °O . ° 0.o 0.. ° ° • ° ° . ° ° D . o ° O • o ° O • o ° D • o 6" (MIN) ° ° 0. °. 2 " -3" COARSE ° 20' (MIN) AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) SILT FENCE X X TEMPORARY CONSTRUCTION ENTRANCE DETAIL TYPICAL TYPICAL TOPSOIL STOCKPILE A 3' 1 1/2, [p X 1.1 - SLOPE LENGTH (FT.) B 3 1 1 1 1/2' . . ... - X 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ?75 Tall Fescue .: : . it 2 1 2 ?50 Tall Fescue 25 ::::: ::... :. ?25 .. B ::....::... .12 MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE SILT FENCE 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 175 ..... ...... .......... .:...: �::: - Spring Oats- 150 Annual ryegrass 1 Ib. 40 lbs. Cover seed 1/4 "deep* 0 v Q 0 C Tall Fescue 15 B 5.8 -7.5 2 1 2 ROUGH GRADING 125 25 .6 AFTER FINISH GRADING 5. 100 35 .8 5.5 -8.3 2 1 75 A .25 INLET PROTECTION WEEKLY, AFTER STORM EVENTS Lawns and High Maintenance Areas 50 EACH INLET IS PLACED 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 A B .... 40 .9 2s N A 7. Perennial Ryegrass B 4.0 n 1 AFTER (Turf Type) REMOVAL OF SILT FENCE N/A C 3' 1 ii ::::: Um 2 STAPLES PER SO. YD. ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW. ® X X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C" 4:1 3:1 Z:1 is t CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECT WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS WAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTIUZED. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 3 `_�� THE BLANKET SHOULD NOT BE o STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. G� IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. i7 ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. S -75 EROSION CONTROL BLANKET AS MANU. BY NORTH AMERICAN GREEN OR APPROVED EQUAL 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6" IN A "SHINGLE EFFECT•. PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF UME, FERTILIZER Q: CONDUCTED AND SEED L PRIG BE \ � ��';�;;;' CONDUCTED AS NORMAL PRIOR TO 7 INSTALLATION OF BLANKET. t0F�WIATEP BLANKETS T N DIRECON FLOW. a �1 EROSION BLANKET INSTALLATION 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. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 if mulch is applied. Red Clover ** 5 .12 MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE SILT FENCE 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 1000 Sq. Ft. Acre Remarks Creeping Red Fescue 15 .4 1 1/2" deep - - Spring Oats- Steep Banks and Cuts Annual ryegrass 1 Ib. 40 lbs. Cover seed 1/4 "deep* 0 v Q 0 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 ROUGH GRADING Kentucky Bluegrass 25 .6 AFTER FINISH GRADING 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 INLET PROTECTION WEEKLY, AFTER STORM EVENTS Lawns and High Maintenance Areas AFTER EACH INLET IS PLACED 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 ~ Creeping Red Fescue 40 .9 REMOVAL OF STRAW BALES N A 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 AFTER (Turf Type) REMOVAL OF SILT FENCE N/A AFTER 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. DANDY CURB SACKTM STORM GRATE CURB OPENING LIFT STRAPS CURB REINFORCED FILTER CORNERS ® OPTIONAL OUTFLOW PORTS MANAGEABLE 2 FOOT CONTAINMENT AREA DUMPING STRAPS I�GIG9DII • DETAIL OF INLET SEDIMENT CONTROL DEVICE WITH CURB FILTER INLET PROTECTION - DANDY CURB SACK Temporary Seeding and Stablization Dates Jan Feb Mar Apr May I Jun I Jul IAug ISep IOct INov IDec Wheat or Rye Oats Annual Ryegrass Permanent Seeding Non - Irrigated* Irrigated Dormant Seeding ** * Not necessary where mulch is applied. STORMWATER POLLUTION PREVENTION SCHEDULE Irrigation needed during this period. To control MAINTENANCE DRAWN BY: erosion at times other than in the shaded areas, INSTALLATION SEQUENCE use mulch. * Late summer seeding dates may be extended 5 days CZ if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE SILT FENCE ESTABLISHMENT OF VEGATATIVE GROUND COVER. AND AS NEEDED FIGURE 5 -3 - Temporary Seedings - Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to TREE PROTECTION 1 1/2" deep - - Spring Oats- 2.3 lbs. 3 bu. Cover seed 1" deep - Annual ryegrass 1 Ib. 40 lbs. Cover seed 1/4 "deep* * Not necessary where mulch is applied. STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE DRAWN BY: 0 INSTALLATION SEQUENCE SHEET TITLE: STORMWATER POLLUTION ZV CZ STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING V 0 v Q 0 OC ~ 0 w TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED 1� AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING w o' INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE WATER AS NEEDED C-) AFTER FINISHED GRADING AROUND FINISHED UNITS ~ REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED HOLEY MOLEY SAYS DON'T DIG BLIND" IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. 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 GrabStrength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A.O. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Jwt fence Mai( Fence Post Fence Post Should be Buried 1' Below Ground Surface Stakes ® 5' O.C. Ground Surface ,,,ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL N TS \ \ �,,,,, �, , \ ,11111 I I I 111► I I , , ,, , pON T e'b \STE/��O �F No. _-0 10000075 %1 STATE OF � Q� O��` �NDIANP i S/oNAL g7gplT►I I B I L 1 p111VUV"� DATE: 05/01 /07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: Z 1211.034 DRAWN BY: 0 BET SHEET TITLE: STORMWATER POLLUTION ZV CZ R: \1211 \034 \DWGS \C804.DWG 1111111. Z W H � to Z Vi �0 Z w C OC V 0 v Q 0 OC ~ 0 w O U0 w Ui s w a_ 1� 0 z � 0 z Z 65 w m w o' 4 \ \ �,,,,, �, , \ ,11111 I I I 111► I I , , ,, , pON T e'b \STE/��O �F No. _-0 10000075 %1 STATE OF � Q� O��` �NDIANP i S/oNAL g7gplT►I I B I L 1 p111VUV"� DATE: 05/01 /07 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2007) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 301 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 05/01/07 1211.034 DRAWN BY: CHECKED BY BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS CZ R: \1211 \034 \DWGS \C804.DWG SHEET NO.: W m� E4 w d 4 1� CZ) Oz z 4 ^�l W C-) V ~ Q) I� �V DATE: PROJECT NO.: 05/01/07 1211.034 DRAWN BY: CHECKED BY BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: \1211 \034 \DWGS \C804.DWG SHEET NO.: