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HomeMy WebLinkAbout05030006.70Soils 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. Note: Soil Descriptions and Characteristics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Service. O REVENTION SCHEDULE EROSION CONTROL MEASURE F-- PREPARATION OF THE SEED BED, \ Q a/:c: :.:: b:.:: W 1 h St TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED NSTALLATION OF BLANKET. Droughty Drained Wet Level and Sloping, Open PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED 1. Tall Fescue fY .8 PRIOR TO CLEARING AND GRADING S WEEKLY, AFTER STORM EVENTS AND AS U -+- PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION 0 EVENTS W 131st St PRIOR TO CLEARING AND GRADING TREE PROTECTION SITE 126th St AND AS NEEDED i soil limitations: SOILS MAP SIGN TO INDICATE THE Recommendations and methods to overcome LOCATION OF THE NOT T O SCALE CONCRETE WASHOUT AREA 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 12" BERM AROUND PERIMETER 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 2' -0° ML" proposed infrastructure improvements on this site. COMPACTED EMBANKMENT MATERIAL TYP. 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE CROSSBARS PIXI -Iih/ IKII CT nR 24" / W W LATHS SILT FENCE MATERIAL ' SILT FENCE EXTENDS �-s 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE SILT FENCE X X 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE PUBLIC ROAD ° �° 50' (MIN) ° aa: oo: °°s o 6" (MIN) o 2 " -3" COARSE 12' (MIN) AGGREGATE ° GEOTEXIILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL STORMWTER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE PREPARATION OF THE SEED BED, \ Q a/:c: :.:: b:.:: INSTALLATION SEQUENCE TEMP. DIVERSION SWALE &SILT TRAPS AS NEEDED NSTALLATION OF BLANKET. Droughty Drained Wet Level and Sloping, Open PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED 1. Tall Fescue 35 .8 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 TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED Kentucky Bluegrass 25 .6 AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED .8 5.5 -8.3 2 1 AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with REMOVAL OF STRAW BALES REMOVAL OF INLET PROTECTION N A N/A AFTER AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 12" MIN GROUND SURFACE 3:1 OR FLATTER SIDE SLOPES 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 �1 3 SEEDING -6" MIN. TURN DOWN II m III EROSION CONTROL BLANKET III (NORTH AMEPICAN GREEN S -75 OR EQUAL) / - EXISTING GRADE IIII EROSION CONTROL MATTING DETAIL SLOPE LENGTH (FT.) 3 THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TD LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXMIM BLANKET TO SOIL CONTACT 5 REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL UNINGS UTILIZE STAPLE PATTERN "C' 4:1 3:1 2:1 1:1 KITH ADDITIONAL- STAPLES ON SIDE SLOPES AT CHANNEL PROJECTED WATER LINE SLOPE GRADIENT LINING STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY 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 UTILIZED. IN HIGH VELOOTY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS 9KX1L) BE 6' WIDE BY 6' DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFIL ED AND SEEDED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SOC225 SHOULD BE OVERLAPPED 2'. ,7 Z ROLL BLANKETS I OUT IN DIRECTION OF WATER FLOW. he 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 NTH STAPLES 6' APART ON THE END OF THE BLANKET. ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6° IN A 'SHINGLE EFFECT". ��--_ 6 Suitable pH Site Suitability* PREPARATION OF THE SEED BED, \ Q a/:c: :.:: b:.:: INCLUDING APPLICATION OF UME, UCTS AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO CONDUCTED 7 _ ROLL BLANKETS OUT IN OF WATER DIREC11ON = 0W. NSTALLATION OF BLANKET. 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* Ibs /acre Ibs /1000 well Late summer seeding dates may be extended 5 days o sq. ft. ** Droughty Drained Wet Level and Sloping, Open Areas ESTABLISHMENT OF VEGATATIVE GROUND COVER. 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall 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 Steep Banks and Cuts U 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 Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 6" HIGH, 12° WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 311W SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB CURB INLET RUN OFF CURB INLET SEDIMENT BARRIER NO SCALE NOTE: START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. GRADE ( GRADE (NEW OR EXISTING) (NEW OR EXISTING) 3.25' I 3.25' I , S1_ III I-111 1 4.4 J. MP 3 I =11 X11 y-' S�opf I - -11 =11 �IS -75 EROSION CONTROL AS MANU. BY SEEDED AND ~ I I III- I' NORTHEAMERICAN GREEN STRAW MULCHED - -III OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** 2 stakes (typ) per bale Temporary Seeding and Stablizotion Dates [Jcn Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Permanent Seeding Dates, * Not necessary where mulch is applied flow 0 straw bale b 0 \ .0 Plan (n. t. s.) stake (typ) bindings to be placed parallel straw bale to ground ...... 3 " -6 "undertoe Profile (n. t. s.) SEDIMENT FILTER DETAIL 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 IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, 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 Grab Strength .......................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 Ibs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence Matr -' 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 z 0 I ON T. T. o �P N0. 10000075 ?� STATE OF 3/144w� i i L., DATE: 3/1/05 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. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 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 Irrigation needed during this period. To control 3/1/05 erosion at times other than in the shaded areas, DRAWN BY: use mulch. * Late summer seeding dates may be extended 5 days o if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 - Temporary Seedlings - Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 Ibs. 2 bu. Cover seed 1" to 11 /2" deep - - Spring Oats 2.3 Ibs. 3 bu. Cover seed 1" deep Annual ryegross 1 lb. 40 Ibs. Cover seed 1/4 "deep* * Not necessary where mulch is applied flow 0 straw bale b 0 \ .0 Plan (n. t. s.) stake (typ) bindings to be placed parallel straw bale to ground ...... 3 " -6 "undertoe Profile (n. t. s.) SEDIMENT FILTER DETAIL 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 IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, 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 Grab Strength .......................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 Ibs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence Matr -' 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 z 0 I ON T. T. o �P N0. 10000075 ?� STATE OF 3/144w� i i L., DATE: 3/1/05 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. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 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.: 3/1/05 1238.6001 DRAWN BY: c W o STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N:\1238\6001\DWGS\PINCKNEY\C804-805.DWG U E- ^V1 w Q z o a z � O Q U DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N:\1238\6001\DWGS\PINCKNEY\C804-805.DWG SHEET NO.: