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Home My WebLink AboutC104 Erosion Control DetailsSeedbed 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 Ibs, 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 roke 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 ore a problem. such as salt tolerance of seedings adjacent to streets and highways. see Figure 5 -4 this sheet before final selection. Mulch Rate Mulch is to be applied at 2.000 to 3.000 pounds per acre in areas not covered by erosion control blanketing. Mulch must be anchored using o mulch anchoring tool or form disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rote Suitable pH Site Suitability Ibs /acre Ibs /1000 well sq. ft. Droughty Drained Wet Level and Sloping. Open Areas 4 oz /syd GrabStrength ........................... ............................... Warp 125 lbs. Elongation ................................. ............................... 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2. Toll Fescue 25 .6 5.5 -8.3 75 R 1 V Red Clover** 5 .12 SOIL AFTER FINISH GRADING P� c� 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 AFTER FINISHED GRADING AROUND FINISHED UNITS Creeping Red Fescue 15 _4 g$ E s 11116 6 Steep Banks and Cuts E- 3 �$ Tolerance Wet or 4. Tall Fescue 15 .4 5.8 -7.5 2 1 Kentucky Bluegrass 25 .6 _ W R Creeping Red Fescue 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch•• 10 .25 Lawns and High Maintenance Areas 2 1 2 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 7 -21 Creeping Red Fescue 40 .9 Kentucky Bluegrass 2 1 7. Perennial Rye grass 170 4.0 5.0 -7.5 1 1 12 -18 (Turf Type) Poo protinsis 8. Tall Fescue 170 4.0 5.5 -8.3 2 • 1 -1 - - Preferred 2 - Will Tolerate **Inoculate with specific Inoculant. Wheat or Rye Oats Annual Ryegross Non - Irrigated* Irrigated Dormant Seeding** Temporary Seeding Dates 2 2 A B 1 1/2' 3' C 1 .% «' *' T STAPLE PER S4 Y0. 1 -1/2 :1i: STAPLES PER S4 Yp 2 STAPLES PER X IU CUM STAPLE RECONWDADONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 �L) 125 100 75 50 25 0 3 2 THE RANKER SHOULD MDT BE STRETCHED WT ALLORED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. • Late summer seeding dates may be extended 5 days if mulch is applied. •• Increase seeding application by SOX 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 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegross 1 lb. 40 lbs. Cover seed 1/4 "deep• • Not necessary where mulch is applied. Ranking: Salt Tolerance (to both soil colts dK spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not* tolerant S Slight Tolerance FIGURE 5 -4 N HIGH VELOCITY CHANNEL APPLIG 7M CHECK SLOTS SHROUD BE ESTARIM EVERY 35 - 40'. THE SLOTS SHOULD BE r AIDE BY r DEEP NTH THE BLANKET STAPLED N THE BOTTOM OF THE SLOT. THEN BACVILL O AHD SEEDER. 4 oz /syd GrabStrength ........................... ............................... Warp 125 lbs. Elongation ................................. ............................... •B: Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ............................... > 70 X A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft .D. 75 R D V A AFTER FINISH GRADING EROSION CONTROL MATTING SOIL AFTER FINISH GRADING P� c� A B B; .. AFTER EACH INLET IS PLACED $ Solt AFTER FINISHED GRADING AROUND FINISHED UNITS CONDITION -8 1 g$ E s 11116 6 C E- 3 �$ Tolerance Wet or Dry Gen. Soil Spray r$ ° a S z _ W R Creeping Red Fescue Festuca rubro 2 1 2 1 1 1 Med. 1 20 -25 12 -18 7 -21 S Kentucky Bluegrass 2 1 1 2 1 1 1 Med. 1 25 -35 12 -18 10 -20 Poo protinsis MT Tall Fescue 2 1 1 1 1 1 Low 1 24 -35 24 -36 5 -14 Festuca L orundinacea T Perennial ryegross 2 1 2 - 1 2 Med 2 15 -20 12 -18 5 -10 MT Lolium perenne High Crownvetch - 1 1 2 - - Low 1 24 14 -21 T Coronillo vario 15-10 Red Clover - 1 - 2 - - Med 1 7 -10 18 5 -10 S S Trifolium protense Ranking: Salt Tolerance (to both soil colts dK spray): 1 Good T Tolerance 2 Medium MT Medium Tolerance - Not* tolerant S Slight Tolerance FIGURE 5 -4 N HIGH VELOCITY CHANNEL APPLIG 7M CHECK SLOTS SHROUD BE ESTARIM EVERY 35 - 40'. THE SLOTS SHOULD BE r AIDE BY r DEEP NTH THE BLANKET STAPLED N THE BOTTOM OF THE SLOT. THEN BACVILL O AHD SEEDER. REQUIRED DUE TO DEPTH OF ROR ® x x CHANNEL LININGS UTILIZE STAPLE PATTERN •C' 4.1 A 1 2:1 1:1 wTH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT CHI PRQECIEp wAIER uNE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL RAM(EM STAPLE PATTERNS WAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR HERE DRAINAGE DYER LARGE AREAS 5 DIRECTED ONTO THE RANKETS. STAPLE PATTERN 'C' SHOULD BE UTILM 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER. THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED Y. '7 ROLL BLANKETS OUT N OKC70 OF WATER FLOL ` U 7, ROLL BLANKETS OUT N DIRECTION W FTAIER FLOW . 2 ON SLOPE APPLICAIIONS, THE TOP OF THE BLANKET SHOULD BE *JOTTED or ABOVE THE BREAK OF THE SLOPE OR AT A MINI" STAPLED N PUKE NTH STAPLES B' MART ON THE END OF THE BLANKET. ON LONG SLOPES, THE ENDS OF THE RAMS SHOULD BE OVERLAPPED 4 - r N A 'SHINGLE EFFECT. !a PREPARATION OF THE SEED GrA INCLUDING APPLICATION OF ML 11ER1M12ER AND SEED "a 9 CONDUCTED AS NORMAL PMOR To NSTALLAI N OF a AMU EROSION BLANKET INSTALLATION 7 0104 SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 1OOX polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" toll with 24" toll lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. FabricWeight ............................ ............................... 4 oz /syd GrabStrength ........................... ............................... Warp 125 lbs. Elongation ................................. ............................... •B: Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ............................... > 70 X A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft .D. 75 R AFTER ROUGH GRADING V A AFTER FINISH GRADING EROSION CONTROL MATTING -WEEKLY, AFTER STORM NT AND AS NEEDED AFTER FINISH GRADING STRAW BALES A B B; WEEKLY AFTER STORM EVENTS AND AS NEEDED REQUIRED DUE TO DEPTH OF ROR ® x x CHANNEL LININGS UTILIZE STAPLE PATTERN •C' 4.1 A 1 2:1 1:1 wTH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT CHI PRQECIEp wAIER uNE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL RAM(EM STAPLE PATTERNS WAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR HERE DRAINAGE DYER LARGE AREAS 5 DIRECTED ONTO THE RANKETS. STAPLE PATTERN 'C' SHOULD BE UTILM 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER. THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED Y. '7 ROLL BLANKETS OUT N OKC70 OF WATER FLOL ` U 7, ROLL BLANKETS OUT N DIRECTION W FTAIER FLOW . 2 ON SLOPE APPLICAIIONS, THE TOP OF THE BLANKET SHOULD BE *JOTTED or ABOVE THE BREAK OF THE SLOPE OR AT A MINI" STAPLED N PUKE NTH STAPLES B' MART ON THE END OF THE BLANKET. ON LONG SLOPES, THE ENDS OF THE RAMS SHOULD BE OVERLAPPED 4 - r N A 'SHINGLE EFFECT. !a PREPARATION OF THE SEED GrA INCLUDING APPLICATION OF ML 11ER1M12ER AND SEED "a 9 CONDUCTED AS NORMAL PMOR To NSTALLAI N OF a AMU EROSION BLANKET INSTALLATION 7 0104 SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 1OOX polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" toll with 24" toll lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. FabricWeight ............................ ............................... 4 oz /syd GrabStrength ........................... ............................... Warp 125 lbs. Elongation ................................. ............................... Warp 50 X Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UVResistance ........................... ............................... > 70 X A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 R Silt Fence Mots Fence Post Fence Post Should be Buried 1' Below Ground Surface Ground Surface Ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL e NTS SEEDING--..,, " • 6" MIN. TURN DOWN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S -75 OR EQUAL) 00' 0000' EXISTING GRADE EROSION CONTROL 2 MATTING DETAIL C104 2 stakes (typ) per bale bindings to be placed parallel to ground Plan (n. s.) Profile (n.t.s.) w straw bale - stoke (typ) bale 3 " -6 "undertoe SEDIMENT FILTER DETAIL BEEHIVE INLET OR DRAINAGE COVER 24" LATHS SILT FENCE MATERIAL SILT FENCE EXTENDS ��-� 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 4 0104 EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE * MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE SILT FENCE AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY AFTER STORM EVENT AND ASNEEDED PRIOR To CLEARING TREE PROTECTION TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS N AS N PRIOR TO CLEARING AND GRADING H ROUGH GRADING TEMPORARY SEDIMENT TRAP WEEKLY, AFTER STORM EVENTS AND A NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING -WEEKLY, AFTER STORM NT AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH A I INLET PROTECTION WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND FINISHED UNIT -WATER-A AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF STRAW BALES REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE N A I A N/A I AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS T I AFTER ALL AREAS DRAINING TO THESE AREAS ARE TAI I - SEE CHART FOR MAINTENANCE REQUIREMENTS 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No. 2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC C RUN O• F,1 RUN OFF PAVED AREA INLET PAVED AREA INLET SEDIMENT BARRIER s NO SCALE C104 r Wh Ir VIDE CE01ECXE FABRIC MO NTH Nat STONE 001I0-1411EC M &I FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVEIMJW am THE CURB so oaf CURB INLET CURB INLET SEDIMENT BARRIER s NO SCALE :p w° p \ O•o o•v e'o•O•• o.p•o. PUBLIC ROAD ' ° • °' ° • ° °''• °• °' °•' 50 (MIN) e•o•e•o•p•o•e•q.e e•o•o•o.••o.e•o . o•o•s e•O•o•O•e•O•e•O • e•1•e•1•e o•°,e•p•e•p•e•p•e•p.p•p.e•p•e . o•o•p.e•e•p•o.e•o• ° ° °•p.q�Opo.o o•e•o.e•0.e•o•e•p.p • p.p•p.p•p . p•q.p O.e• 0.e•O. e•O•e•p•p•p.e•1. w0•e•p••• ♦•• •e�0 •p• • • •O•e•O �e•O :e• °:p• e•p.e•p.p•p.° o�w •� •w•w •• •• °•• °• •O•e•O.p•1•••P•• .;. i•w.w .. •...•.� �w••• a Oro �e p�••p•• O•o p•o �. •� O. Ole o•0•1•••p.e•q.p •. •� • .eo.p•p•e•p.e•p.p•p.p •. •� •O•o•P•e•O•••p•o•O.e•p • e •• pp, °pp, °pp, °pp, °wq. °ep,° i. 0•o•1•e•p•••p •• •• 6" (MIN) : •. .•p.p•q..•. e• 2 " -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE -- FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL C70� EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA Project: Kaiser Land Nature and Purpose: Commercial Office Space Estimated Start: December, 2001 Estimated Completion of Site Development: May 2002 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels. Ditches, Wetlands. etc.: None Existing Soil Types & Description (refer to sheet C103 for soils map Receiving Waters: Williams Creek Potential Areos Where Stormwater May Enter Groundwater. None known Existing Vegetation: The site is covered with weeds and grass. Contact Person: Craig Kaiser Kaiser Land Company 12401 Old Meridian Street Carmel, IN 46032 (317) 844 -1141 Adjocent Land Use: North - Open Field South - Open Field East - Open Field West Residential Site Specific Sequence and Additional Notes: The swales should be constructed and stabilized as early as practical to prevent run -off from leaving the site. Erosion control for existing outlet structures must be mointoined Blanket installation to be d)ne as soon as slopes are constructed. EROSI,QON CONTROL MEASURES MAINTENANCE REWIREMEfuTc STRAW BALE DAM MAINTENANCE REQUIREMENTS I. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES Z• INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 1 AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT. BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS 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. 56 AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS. BRING THE DISTURBED AREA TO GRADE. AND STABILIZE, TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1, INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. Z REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 1 REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION. AND RE -SEED IF NECESSARY. & CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 Ft DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST. AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. L PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED. REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABILIZE. SAM" CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR IF NECESSARY. Z. INSPECT AFTER EACH STORM EVENT. .1 REMOVE SEDIMENT, WITHOUT FLUSHING, WHEN IT REACHES HALF THE HEIGHT OF THE BARRIER. 4. DEPOSIT REMOVED SEDIMENT WHERE IT WILL NOT ENTER STORM DRAINS. BLOCK AND GRAVEL CURB INLET PROTECTION MAINTENANCE REQUIREMENTS 1. AFTER EACH STORM EVENT, REMOVE THE SEDIMENT AND REPLACE THE GRAVEL; REPLACE THE GEOTEXTILE FABRIC, IF USED. Z. PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE THE SEDIMENT LOAD ON THE CURB INLET PROTECTION. 3. INSPECT PERIODICALLY FOR DAMAGE AND REPAIR; KEEP GRATES FREE OF DEBRIS. 4. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STAKED. REMOVE THE GRAVEL, WIRE MESH, GEOTEXTILE FABRIC. AND ANY SEDIMENT. AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABLISHMENT. INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. Z. E ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS I. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA MEEKLY AND AFTER STORM EVENTS OR HEAVY USE. Z. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. S REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. ZO" (MIN) 0 z 0 N 5 W ac RE��2 �Qal QC� d�Cs N fJ . �n :t STATE OF f Lr VI) I At1t�'' DATE: /0- ( -U� THUS 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 SCHMDER CORP. (2001 Wer THE SCHNEIDER CORPORATION Historic Fort Harrision 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS • LIS' Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PRO&cT NO.: 0/01/01 3882.001 DRAWN BY: CHECKED BY: 1 -P■P -1 Q SHEET TITLE: EROSION CONTROL DETAILS I ---P•1 z � x A A oC> � y 1 z z co V-11 DATE: PRO&cT NO.: 0/01/01 3882.001 DRAWN BY: CHECKED BY: RDR SHEET TITLE: EROSION CONTROL DETAILS DRAWING FILE& S: \3k \3882 \001 \dwgs C104 AU' S: \3k \3882 \OOI\dwgs \Titlel.dwg SHEET NO.: