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HomeMy WebLinkAbout06080010.8Soils Legend & Descriptions: 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 hes 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. 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 foundolion 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 COMPACTED EMBANKMENT MATERIAL TYP. BERM AROUND PERIMETER 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 3:1 OR FLATTER SIDE SLOPES SITE rA .� 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. InKI("ND rTF 1A /ACWOIIT fnPTAII 2 stakes (typ) per bale flow O. -straw bale stake (typ) bindings to be straw bale placed parallel to ground re . 3 " -6 "undertoe ccnlnA11�7NIT F-II TF-F? F1P-TAII �1 3 III III "---6" MIN. TURN DOWN \-EROSION CONTROL BLANKET _l (NORTH AMERICAN GREEN S -75 OR EQUAL) _ EXISTING GRADE / =11 EROSION CONTROL MATTING DETAIL SILT FENCE I I x a PiB_,h ROAD 50' (MIN) \ o• ° °o• ° °o.° ° o ° ° '0 .'0 ° ° O ° ° O ° ° O a ° °o• °o• °o• °o. °o. °o• / ° a o a ° ° o • ° ° o . ° ° a . ° ° a . ° ° a • o ° o • o °o o•O °a•O°o•O°o,D° �\ 6" (MIN) ° °o. °°o•° °° ° ° O ° *0. O °o• o• ° °' 20 (MIN) 2 " -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT .'HERE WETNESS IS ANTICIPATED) =1Jnn0 A Ov r\nkIC%T01 It`-nnki T 1 o' ± I TYPICAL TYPICAL TOPSOIL STOCKPILE 1 STAPLE PER SQ. YD. 1 -1/2 STAPLES PER SO. Y0. 2 STAPLES PER SO. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 ... REQUIRED DUE TO DEPTH Or FLOW. 27j--. ":.': ".. " : : :.. ........ 250 225.. B ..' : :' :: ' : :: i :: 4:::. .. ' : 200 .... C . SLOPE 175-7-. LENGTH 150 .. ":.' :. C (FT.) 125 8 ... ® X 100 x 75 l4 50 A B 25 B CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 0 W1 in ADDITIONAL STAPLES ON SIDE SLOPES AT 4:1 3:1 2:1 1:1 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 UIIUZED. 3 ROLL BLANKETS ON THE BLANKET SHOULD NOT BE ° OUT IN DIRECTION ON LONG SLOPES. THE ENDS OF THE STRETCHED BUT ALLOWED TO LAYS• OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO / ' �r 4 - 6' IN A 'SHINGLE EFFECT". ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT.�i` /� 5 6 OF WATER FLOW. \ IN HIGH VELOCITY CHANNEL APPUCATIONS,'� 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 BACKPLLED AND SEEDED. EROSION BLANKET INSTALLAWN PREPARATION OF THE SEED BED, 4: d. ON SLOPE THE TOP THE EDGES OF THE BLANKET SHOULD TED N• THE BLANKET SHOULD BE 'SLOTTED ET SHOULD BE BUTTED AGAINST EACH OTHER, THE ABOVE THE BREAK OF THE SLOPE OR AT EDGES OF THE SCC225 SHOULD BE A MINIMUM, STAPLED IN PLACE WTH OVERLAPPED 2'. STAPLES 6" APART ON THE END OF -HE NOTE: BLANKET. 3 ROLL BLANKETS ON THE BLANKET SHOULD NOT BE ° OUT IN DIRECTION ON LONG SLOPES. THE ENDS OF THE STRETCHED BUT ALLOWED TO LAYS• OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED LOOSELY ON THE SOIL SURFACE TO / ' �r 4 - 6' IN A 'SHINGLE EFFECT". ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT.�i` /� 5 6 OF WATER FLOW. \ IN HIGH VELOCITY CHANNEL APPUCATIONS,'� 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 BACKPLLED AND SEEDED. EROSION BLANKET INSTALLAWN tN I KANCL UL I AIL 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB RUN OFF -'' CURB INLET SEDIMENT BARRIER NO SCALE CROSSBARS 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 Ids. 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 o seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed M'xtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre Ibs /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 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 J Steep Banks and Cuts 4. Tali 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. BEEHIVE INLET OR DRAINAGE COVER W // W LAIHS SILT FENCE MATERIAL /rte SILT FENCE EXTENDS 6" BELOW FINISHED GRADE `W' NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. KII DT DQnT�7rTIOKI _ C11 T PPNIrP' DANDY SACKN REINFORCED -� CORNERS MANAGEABLE 2 FOOT CONTAINMENT AREA Wheat or Rye Oats Annual Ryegra: Non - Irrigated* Irrigated Dormant Seeding ** DETAIL OF INLET SEDIMENT CONTROL DEVICE Temporary Seeding and Stablization Dates Permanent Seeding PREPARATION OF THE SEED BED, 4: d. INCLUDING APPLICATION OF LIME, FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO 7 _ ROLL BLANKETS OUT IN DIRECTION INSTALLAl10N OF BLANKET. tN I KANCL UL I AIL 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB RUN OFF -'' CURB INLET SEDIMENT BARRIER NO SCALE CROSSBARS 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 Ids. 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 o seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed M'xtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre Ibs /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 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 J Steep Banks and Cuts 4. Tali 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. BEEHIVE INLET OR DRAINAGE COVER W // W LAIHS SILT FENCE MATERIAL /rte SILT FENCE EXTENDS 6" BELOW FINISHED GRADE `W' NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. KII DT DQnT�7rTIOKI _ C11 T PPNIrP' DANDY SACKN REINFORCED -� CORNERS MANAGEABLE 2 FOOT CONTAINMENT AREA Wheat or Rye Oats Annual Ryegra: Non - Irrigated* Irrigated Dormant Seeding ** DETAIL OF INLET SEDIMENT CONTROL DEVICE Temporary Seeding and Stablization Dates Permanent Seeding * Not necessary where mulch is applied PAVED AREA INLET PROTECTION 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) 3.25' 3.25 , Su0p6 `(NEW OR EXISTING) �S -75 EROSION CONTROL SEEDED AND L4 -jl,- - BLANKET AS MANU. BY STRAW MULCHED _ II NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE erosion at times other than in the shaded ore-as, 6096.001 DRAWN BY: use mulch. * Late summer seeding dates may be extended 5 days SHEET TITLE: if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE .� ESTABLISHMENT OF VEGATATIVE GROUND COVER, PRIOR FIGURE 5 -3 SILT FENCE Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to EXISTING INLET PROTECTION 1 1/2° deep Spring Oats 2.3 ibs. 3 bu. Cover seed"' deep Annual ryegrass 1 lb. 40 lbs. Cover eed 1/4 "deep* * Not necessary where mulch is applied PAVED AREA INLET PROTECTION 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) 3.25' 3.25 , Su0p6 `(NEW OR EXISTING) �S -75 EROSION CONTROL SEEDED AND L4 -jl,- - BLANKET AS MANU. BY STRAW MULCHED _ II NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE STORMWATER POLLUTION PREVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE 6096.001 DRAWN BY: INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED SHEET TITLE: z � PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED .� REF: S: \6k \6096 \001 \dwgs \DandySack.dwg 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 W AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED E- v� F -� 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 F:r. AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED O � O REMOVAL OF STRAW BALES REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE N A N A N/A Z AFTER AFTER AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 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 Pholl 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 Grob Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ...... ............................... 50 Ibs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. O. S ......................................... .............................._ 50 -80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Silt Fence .,at( rial Fence Post -� Stakes ® 5' O.C. Ground Surface Fans Pnc: Chniilri Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS ar-) 00 C-4° co C5 Q I U 4 CD c < o '1' ° �n W Q w � r N 6iSTe�,�s��� =* No. *" PE19500260 = STATE OF yND I AN P �� A DATE: 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. (2006) f%110 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 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.: 0 6096.001 DRAWN BY: CHECKED BY: RJS � z SHEET TITLE: z � PREVENTION DETAILS DRAWING FILES: : \6k \6096 \001 \dwgs \C801- C802.dwg REF: F:\TSC-LDT4\cis-stnd\SheetNotes\Tttlel.dwg REF: S: \6k \6096 \001 \dwgs \001BS.dwg .� REF: S: \6k \6096 \001 \dwgs \DandySack.dwg SHEET NO.: (C on� W U CQ Fsl W � r� W V l U E-4 E- v� F -� w z w H W W Cn E- w Cn Z z F•-( W F:r. H O � O Z Z CD CD v DATE: PROJECT NO.: 7120/06 6096.001 DRAWN BY: CHECKED BY: RJS ALF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: : \6k \6096 \001 \dwgs \C801- C802.dwg REF: F:\TSC-LDT4\cis-stnd\SheetNotes\Tttlel.dwg REF: S: \6k \6096 \001 \dwgs \001BS.dwg REF: S: \6k \6096 \001 \dwgs \soiis.dwg REF: S: \6k \6096 \001 \dwgs \DandySack.dwg SHEET NO.: (C on�