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Home My WebLink AboutC801 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 Application of 150 lbs. of ammonium nitrate on areas low in organic motter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with o 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. 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 a mulch anchoring tool or form disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Species 1. Tall Fescue Level and Sloping, Open Areas Steep Banks and Cuts 4. Toll Fescue Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 401 .9 5.8 -7.5 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 1 Preferred 2 Will Tolerate inoculate with specific Inoculant. Irrigated Non irrigated* Dormant Seeding Annual ryegrass Figure 5 -2: Permanent Seed Mixtures Seeding Rate Suitable pH lbs /acre lbs/1000 sq. ft. 35 .8 5.5 -8.3 15 .4 5.8 -7.5 .6 5.5 -8.3 .12 .4 5.5 -7.5 .4 Temporary Seeding Dotes Mar 1 Apr 1 May Temporary Seedings 1000 Sq. Ft. Acre Ranking: 1 Good 2 Medium Not tolerant Irrigation needed during'�'�i erosion at times other than use mulch. Late summer seeding dates if mulch is applied. FIGURE 5 -3 Increase seeding application by 50%. Remarks 2.3 lbs. 3 bu. Cover seed 1" deep ieriod. To control in the shaded areas, may be extended 5 days 1 Ib, 40 lbs. Cover seed 1 /4 "deep* FIGURE 5-4 SOIL 8 Salt CONDITION Tolerance Wet Vorrr Dry Gen. Soli Spray Creeping Red Fescue 2 1 2 1 Festuco rubra 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10-20 MT Poo pratlnsis Tall Fescue 2 1 1 1 1 1 Low 1 24-35 24-36 5 -14 T Festuco L orundinaceo Perennial ryegrass 2 1 2 1 2 He 2 15 -20 12 -18 5-10 MT Lolium perenne g Crownvetch 1 1 2 Low 1 5 -10 24 14-21 T Coronillo varia Red Clover 1 2 Med. 1 7 -10 18 5-10 S S Trifolium protense Solt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance 3 DE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SO L SURFACE 10 ACHIEVE 11001U11 BLANKET To SOB. CONTACT. 5 IN HION VELOCITY CNANNa. APPUCAIIONS, CHECK SLOTS SHOULD BE ESTABUSHED EVERY 35 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WTH 1) BLANKET STAPLED IN 1HE BOTTOM OF THE SLOT, 'MEN BACKFiUED AND SEEDED. 300 275 215 SLOPE i s LENGTH 155 100 75• 25• 0• SILT FENCE Silt Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface GENERAL STAPLE RECOMMENDATIONS 4:1 3:1 21 1:1 SLOPE GRADIENT 1 THE EDGES OF RE BLANKET s BE BUTTED AGAINST EACH OTHER, 1HE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 7 OOUT BLANICETS D REC1�N OF WATER FLOALL ROLL BLJU6CETS OUT N DUEC110N OF WATER FLOW. SEE CHART FOR MAINTENANCE REQUIREMENTS ADDf)ONAL STAPLES AS MOVED DIE 10 DEPTH OF FLOMt 4 ON LONG SU PES,, 'ME ENDS OF THE BLANKETS SHOULD BE OVERLAPPED I NGL 4 6' IN A 'SFE EFFECY. EROSION BLANKET INSTALLA11ON SILT FENCE DETAIL NTS Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stokes 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 Worp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance 70 A.O.S 50 -80 Slurry Flow Rote 225 gpm /sq. ft Sediment Retention 75 Ground Surface Silt Fence Material Should be Buried 6" Below Ground Surface. 2:1 side f slope (max.) z+' •r 1 l�l 1 :1 side =hill I ,W Y7. sl.oPe (maxj r �t'7 EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE 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 TEMPORARY DIVERSIONS WEEKLY. AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH 0#tADING TEMPORARY SEDIMENT TRAP WEEKLY, AFTER STORM EVENTS AND AS NEEDED AL ONG WITH ROUGH GRADING. TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING r s N k li i M N I i AFTER FINISH GRADING S TRAW. BALES WEEKLY, AFTER STORM EVENTS A AS NEEDED N A INLET PROTECTION WEEKLY AFTER STORM EVENTS A AS NEEDED AFTER EACH INLET IS PLACED SEED. SOD lie J.ANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS 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 EROSION CONTROL MATTING DETAIL z staves (cw)�� p0� bale CROSSBARS SEEDING EXISTING GRADE Plan (n.t.s.) Profile (n.t.s.) NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. 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 straw bale 3"-6"undertoe SEDIMENT FILTER DETAIL BEEHIVE INLET OR DRAINAGE COVER <=i1==fa LATHS .•4 SILT FENCE MATERIAL SILT FENCE EXTEN S 6" BELOW FINISHED GRADE INLET PROTECTION SILT FENCE 6" MIN. TURN DOWN BLANKET GREEN PAVED AREA INLET SEDIMENT BARRIER NO SCALE CURB INLET SEDIMENT BARRIER NO SCALE PAVED AREA INLET EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA Project: Hilton Garden Inn Hotel Nature and Purpose: Hotel Estimated Start: October 1, 2001 Estimated Completion of Site Development October 2002 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels, Ditches, Wetlands, etc.: None Existing Soil Types Description (refer to sheet C100 for soils map): Crosby Silt Loam, 0 to 3 percent slopes Shoals silt loam Receiving Waters: Williams Creek Potential Areas Where Stormwater May Enter Groundwater. None known Existing Vegetation: The site is covered with grass weeds. Contact Person: Tim Dora Dora Brothers Hospitality Corp. 9780 North by Northeast Blvd. Fishers, IN 46038 (317) 578 -9999 Adjacent Land Use: North Commercial South Commercial East Commerical West Commercial 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 maintained Blanket installation to be done as soon as slopes are constructed. SILT FENCE MAINTENANCE REQUIREMENTS PUBLIC ROAD 0.0 /0.0 0 00 0 •O 0.O 0 O• 0'0 O•o 0•o 0•o 0 0• 0•o 0.0 0•o O•o •o 0.0 °O .0 0. °0.0 0 .0 o 0 °0 •O °0.O °0 °0.0 0 0 0.000.0 0 0,0 0 0e9 0 0•0 0 0.0 0 0•O 0•4" 0•0 0.9 0 1 0 0.0 0 .0 0.o.0.0 °0.0•0.0 •0•o•o.o °0.0.0.0°0.0° 5 p o 0 •0 p 0 p 0 p 0 p 0 0 Q 0 0 o •O.0• a •�•O. 0. °O. °0.0• °0. •p 0.0 0. 0.0 0.0 O• .0•9.0,0e000•0•0-1T., °0.0.0• •°..•o•••••o •0• °0.o eO.0 0 O.O D.0 O.0 0 0. 0 0 p o 0 D e 0 D e 0• 0 0• 0 0 eato O.p O 0•p 0•o O.O 0•o% O O•p o•p o•0 0.9 0 0 '0 io 0.0o0ioe0 0° 0 0 0ip o 0 ;�o °o a0 °0!d L o :o e 0 o 6 (MIN) 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABIUZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUC11ON ENTRANCE DETAIL EROSiQN CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH S0RM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVIiiES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE 1. ASPECT 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. 1 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 STABIUZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING iF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. 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. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABIUZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABIUZE. SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR iF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. 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. 2, PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE 1HE 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 STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEX11LE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABUSHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF 1HE BLANKET COVERING IT, ADD SOIL RE -SEED 1HE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABUSHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 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. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC ROADS 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. onnullu 1 No. PE19500260 STATE OF .•'iZi AONAL Iptlllml DATE: Q L.. 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. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 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: 08/31/01 PROJECT NO.: 3781.001 DRAWN BY: CWD CHECKED BY: JCZ SHEET TITLE: EROSION CONTROL DETAILS DRAWING FILES: S: \3k \3781 \OO1 \dwgs \civil \C801.dwg XREF: S: \3k \3781 \OO1 \dwgs \civil \Titlel.dwg SHEET NO.: i) Mature Height (inches) 00 P 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 Application of 150 lbs. of ammonium nitrate on areas low in organic motter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with o 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. 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 a mulch anchoring tool or form disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Species 1. Tall Fescue Level and Sloping, Open Areas Steep Banks and Cuts 4. Toll Fescue Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 401 .9 5.8 -7.5 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 1 Preferred 2 Will Tolerate inoculate with specific Inoculant. Irrigated Non irrigated* Dormant Seeding Annual ryegrass Figure 5 -2: Permanent Seed Mixtures Seeding Rate Suitable pH lbs /acre lbs/1000 sq. ft. 35 .8 5.5 -8.3 15 .4 5.8 -7.5 .6 5.5 -8.3 .12 .4 5.5 -7.5 .4 Temporary Seeding Dotes Mar 1 Apr 1 May Temporary Seedings 1000 Sq. Ft. Acre Ranking: 1 Good 2 Medium Not tolerant Irrigation needed during'�'�i erosion at times other than use mulch. Late summer seeding dates if mulch is applied. FIGURE 5 -3 Increase seeding application by 50%. Remarks 2.3 lbs. 3 bu. Cover seed 1" deep ieriod. To control in the shaded areas, may be extended 5 days 1 Ib, 40 lbs. Cover seed 1 /4 "deep* FIGURE 5-4 SOIL 8 Salt CONDITION Tolerance Wet Vorrr Dry Gen. Soli Spray Creeping Red Fescue 2 1 2 1 Festuco rubra 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10-20 MT Poo pratlnsis Tall Fescue 2 1 1 1 1 1 Low 1 24-35 24-36 5 -14 T Festuco L orundinaceo Perennial ryegrass 2 1 2 1 2 He 2 15 -20 12 -18 5-10 MT Lolium perenne g Crownvetch 1 1 2 Low 1 5 -10 24 14-21 T Coronillo varia Red Clover 1 2 Med. 1 7 -10 18 5-10 S S Trifolium protense Solt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance 3 DE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SO L SURFACE 10 ACHIEVE 11001U11 BLANKET To SOB. CONTACT. 5 IN HION VELOCITY CNANNa. APPUCAIIONS, CHECK SLOTS SHOULD BE ESTABUSHED EVERY 35 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WTH 1) BLANKET STAPLED IN 1HE BOTTOM OF THE SLOT, 'MEN BACKFiUED AND SEEDED. 300 275 215 SLOPE i s LENGTH 155 100 75• 25• 0• SILT FENCE Silt Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface GENERAL STAPLE RECOMMENDATIONS 4:1 3:1 21 1:1 SLOPE GRADIENT 1 THE EDGES OF RE BLANKET s BE BUTTED AGAINST EACH OTHER, 1HE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 7 OOUT BLANICETS D REC1�N OF WATER FLOALL ROLL BLJU6CETS OUT N DUEC110N OF WATER FLOW. SEE CHART FOR MAINTENANCE REQUIREMENTS ADDf)ONAL STAPLES AS MOVED DIE 10 DEPTH OF FLOMt 4 ON LONG SU PES,, 'ME ENDS OF THE BLANKETS SHOULD BE OVERLAPPED I NGL 4 6' IN A 'SFE EFFECY. EROSION BLANKET INSTALLA11ON SILT FENCE DETAIL NTS Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stokes 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 Worp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance 70 A.O.S 50 -80 Slurry Flow Rote 225 gpm /sq. ft Sediment Retention 75 Ground Surface Silt Fence Material Should be Buried 6" Below Ground Surface. 2:1 side f slope (max.) z+' •r 1 l�l 1 :1 side =hill I ,W Y7. sl.oPe (maxj r �t'7 EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE 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 TEMPORARY DIVERSIONS WEEKLY. AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH 0#tADING TEMPORARY SEDIMENT TRAP WEEKLY, AFTER STORM EVENTS AND AS NEEDED AL ONG WITH ROUGH GRADING. TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING r s N k li i M N I i AFTER FINISH GRADING S TRAW. BALES WEEKLY, AFTER STORM EVENTS A AS NEEDED N A INLET PROTECTION WEEKLY AFTER STORM EVENTS A AS NEEDED AFTER EACH INLET IS PLACED SEED. SOD lie J.ANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS 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 EROSION CONTROL MATTING DETAIL z staves (cw)�� p0� bale CROSSBARS SEEDING EXISTING GRADE Plan (n.t.s.) Profile (n.t.s.) NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. 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 straw bale 3"-6"undertoe SEDIMENT FILTER DETAIL BEEHIVE INLET OR DRAINAGE COVER <=i1==fa LATHS .•4 SILT FENCE MATERIAL SILT FENCE EXTEN S 6" BELOW FINISHED GRADE INLET PROTECTION SILT FENCE 6" MIN. TURN DOWN BLANKET GREEN PAVED AREA INLET SEDIMENT BARRIER NO SCALE CURB INLET SEDIMENT BARRIER NO SCALE PAVED AREA INLET EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA Project: Hilton Garden Inn Hotel Nature and Purpose: Hotel Estimated Start: October 1, 2001 Estimated Completion of Site Development October 2002 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels, Ditches, Wetlands, etc.: None Existing Soil Types Description (refer to sheet C100 for soils map): Crosby Silt Loam, 0 to 3 percent slopes Shoals silt loam Receiving Waters: Williams Creek Potential Areas Where Stormwater May Enter Groundwater. None known Existing Vegetation: The site is covered with grass weeds. Contact Person: Tim Dora Dora Brothers Hospitality Corp. 9780 North by Northeast Blvd. Fishers, IN 46038 (317) 578 -9999 Adjacent Land Use: North Commercial South Commercial East Commerical West Commercial 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 maintained Blanket installation to be done as soon as slopes are constructed. SILT FENCE MAINTENANCE REQUIREMENTS PUBLIC ROAD 0.0 /0.0 0 00 0 •O 0.O 0 O• 0'0 O•o 0•o 0•o 0 0• 0•o 0.0 0•o O•o •o 0.0 °O .0 0. °0.0 0 .0 o 0 °0 •O °0.O °0 °0.0 0 0 0.000.0 0 0,0 0 0e9 0 0•0 0 0.0 0 0•O 0•4" 0•0 0.9 0 1 0 0.0 0 .0 0.o.0.0 °0.0•0.0 •0•o•o.o °0.0.0.0°0.0° 5 p o 0 •0 p 0 p 0 p 0 p 0 0 Q 0 0 o •O.0• a •�•O. 0. °O. °0.0• °0. •p 0.0 0. 0.0 0.0 O• .0•9.0,0e000•0•0-1T., °0.0.0• •°..•o•••••o •0• °0.o eO.0 0 O.O D.0 O.0 0 0. 0 0 p o 0 D e 0 D e 0• 0 0• 0 0 eato O.p O 0•p 0•o O.O 0•o% O O•p o•p o•0 0.9 0 0 '0 io 0.0o0ioe0 0° 0 0 0ip o 0 ;�o °o a0 °0!d L o :o e 0 o 6 (MIN) 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABIUZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUC11ON ENTRANCE DETAIL EROSiQN CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH S0RM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVIiiES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE 1. ASPECT 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. 1 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 STABIUZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING iF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. 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. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABIUZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABIUZE. SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR iF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. 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. 2, PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE 1HE 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 STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEX11LE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABUSHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF 1HE BLANKET COVERING IT, ADD SOIL RE -SEED 1HE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABUSHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 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. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC ROADS 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. onnullu 1 No. PE19500260 STATE OF .•'iZi AONAL Iptlllml DATE: Q L.. 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. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 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: 08/31/01 PROJECT NO.: 3781.001 DRAWN BY: CWD CHECKED BY: JCZ SHEET TITLE: EROSION CONTROL DETAILS DRAWING FILES: S: \3k \3781 \OO1 \dwgs \civil \C801.dwg XREF: S: \3k \3781 \OO1 \dwgs \civil \Titlel.dwg SHEET NO.: i) Mature Height (inches) 00 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 Application of 150 lbs. of ammonium nitrate on areas low in organic motter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with o 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. 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 a mulch anchoring tool or form disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Species 1. Tall Fescue Level and Sloping, Open Areas Steep Banks and Cuts 4. Toll Fescue Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 401 .9 5.8 -7.5 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 1 Preferred 2 Will Tolerate inoculate with specific Inoculant. Irrigated Non irrigated* Dormant Seeding Annual ryegrass Figure 5 -2: Permanent Seed Mixtures Seeding Rate Suitable pH lbs /acre lbs/1000 sq. ft. 35 .8 5.5 -8.3 15 .4 5.8 -7.5 .6 5.5 -8.3 .12 .4 5.5 -7.5 .4 Temporary Seeding Dotes Mar 1 Apr 1 May Temporary Seedings 1000 Sq. Ft. Acre Ranking: 1 Good 2 Medium Not tolerant Irrigation needed during'�'�i erosion at times other than use mulch. Late summer seeding dates if mulch is applied. FIGURE 5 -3 Increase seeding application by 50%. Remarks 2.3 lbs. 3 bu. Cover seed 1" deep ieriod. To control in the shaded areas, may be extended 5 days 1 Ib, 40 lbs. Cover seed 1 /4 "deep* FIGURE 5-4 SOIL 8 Salt CONDITION Tolerance Wet Vorrr Dry Gen. Soli Spray Creeping Red Fescue 2 1 2 1 Festuco rubra 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10-20 MT Poo pratlnsis Tall Fescue 2 1 1 1 1 1 Low 1 24-35 24-36 5 -14 T Festuco L orundinaceo Perennial ryegrass 2 1 2 1 2 He 2 15 -20 12 -18 5-10 MT Lolium perenne g Crownvetch 1 1 2 Low 1 5 -10 24 14-21 T Coronillo varia Red Clover 1 2 Med. 1 7 -10 18 5-10 S S Trifolium protense Solt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance 3 DE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SO L SURFACE 10 ACHIEVE 11001U11 BLANKET To SOB. CONTACT. 5 IN HION VELOCITY CNANNa. APPUCAIIONS, CHECK SLOTS SHOULD BE ESTABUSHED EVERY 35 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WTH 1) BLANKET STAPLED IN 1HE BOTTOM OF THE SLOT, 'MEN BACKFiUED AND SEEDED. 300 275 215 SLOPE i s LENGTH 155 100 75• 25• 0• SILT FENCE Silt Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface GENERAL STAPLE RECOMMENDATIONS 4:1 3:1 21 1:1 SLOPE GRADIENT 1 THE EDGES OF RE BLANKET s BE BUTTED AGAINST EACH OTHER, 1HE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 7 OOUT BLANICETS D REC1�N OF WATER FLOALL ROLL BLJU6CETS OUT N DUEC110N OF WATER FLOW. SEE CHART FOR MAINTENANCE REQUIREMENTS ADDf)ONAL STAPLES AS MOVED DIE 10 DEPTH OF FLOMt 4 ON LONG SU PES,, 'ME ENDS OF THE BLANKETS SHOULD BE OVERLAPPED I NGL 4 6' IN A 'SFE EFFECY. EROSION BLANKET INSTALLA11ON SILT FENCE DETAIL NTS Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stokes 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 Worp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance 70 A.O.S 50 -80 Slurry Flow Rote 225 gpm /sq. ft Sediment Retention 75 Ground Surface Silt Fence Material Should be Buried 6" Below Ground Surface. 2:1 side f slope (max.) z+' •r 1 l�l 1 :1 side =hill I ,W Y7. sl.oPe (maxj r �t'7 EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE 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 TEMPORARY DIVERSIONS WEEKLY. AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH 0#tADING TEMPORARY SEDIMENT TRAP WEEKLY, AFTER STORM EVENTS AND AS NEEDED AL ONG WITH ROUGH GRADING. TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING r s N k li i M N I i AFTER FINISH GRADING S TRAW. BALES WEEKLY, AFTER STORM EVENTS A AS NEEDED N A INLET PROTECTION WEEKLY AFTER STORM EVENTS A AS NEEDED AFTER EACH INLET IS PLACED SEED. SOD lie J.ANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS 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 EROSION CONTROL MATTING DETAIL z staves (cw)�� p0� bale CROSSBARS SEEDING EXISTING GRADE Plan (n.t.s.) Profile (n.t.s.) NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. 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 straw bale 3"-6"undertoe SEDIMENT FILTER DETAIL BEEHIVE INLET OR DRAINAGE COVER <=i1==fa LATHS .•4 SILT FENCE MATERIAL SILT FENCE EXTEN S 6" BELOW FINISHED GRADE INLET PROTECTION SILT FENCE 6" MIN. TURN DOWN BLANKET GREEN PAVED AREA INLET SEDIMENT BARRIER NO SCALE CURB INLET SEDIMENT BARRIER NO SCALE PAVED AREA INLET EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA Project: Hilton Garden Inn Hotel Nature and Purpose: Hotel Estimated Start: October 1, 2001 Estimated Completion of Site Development October 2002 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels, Ditches, Wetlands, etc.: None Existing Soil Types Description (refer to sheet C100 for soils map): Crosby Silt Loam, 0 to 3 percent slopes Shoals silt loam Receiving Waters: Williams Creek Potential Areas Where Stormwater May Enter Groundwater. None known Existing Vegetation: The site is covered with grass weeds. Contact Person: Tim Dora Dora Brothers Hospitality Corp. 9780 North by Northeast Blvd. Fishers, IN 46038 (317) 578 -9999 Adjacent Land Use: North Commercial South Commercial East Commerical West Commercial 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 maintained Blanket installation to be done as soon as slopes are constructed. SILT FENCE MAINTENANCE REQUIREMENTS PUBLIC ROAD 0.0 /0.0 0 00 0 •O 0.O 0 O• 0'0 O•o 0•o 0•o 0 0• 0•o 0.0 0•o O•o •o 0.0 °O .0 0. °0.0 0 .0 o 0 °0 •O °0.O °0 °0.0 0 0 0.000.0 0 0,0 0 0e9 0 0•0 0 0.0 0 0•O 0•4" 0•0 0.9 0 1 0 0.0 0 .0 0.o.0.0 °0.0•0.0 •0•o•o.o °0.0.0.0°0.0° 5 p o 0 •0 p 0 p 0 p 0 p 0 0 Q 0 0 o •O.0• a •�•O. 0. °O. °0.0• °0. •p 0.0 0. 0.0 0.0 O• .0•9.0,0e000•0•0-1T., °0.0.0• •°..•o•••••o •0• °0.o eO.0 0 O.O D.0 O.0 0 0. 0 0 p o 0 D e 0 D e 0• 0 0• 0 0 eato O.p O 0•p 0•o O.O 0•o% O O•p o•p o•0 0.9 0 0 '0 io 0.0o0ioe0 0° 0 0 0ip o 0 ;�o °o a0 °0!d L o :o e 0 o 6 (MIN) 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABIUZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUC11ON ENTRANCE DETAIL EROSiQN CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH S0RM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVIiiES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE 1. ASPECT 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. 1 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 STABIUZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING iF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. 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. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABIUZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABIUZE. SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR iF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. 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. 2, PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE 1HE 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 STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEX11LE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABUSHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF 1HE BLANKET COVERING IT, ADD SOIL RE -SEED 1HE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABUSHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 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. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC ROADS 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. onnullu 1 No. PE19500260 STATE OF .•'iZi AONAL Iptlllml DATE: Q L.. 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. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 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 I pose Mowing to 2 -3 1 /2inches 0310.19101 I buidwoal howl ISONSINDH r I', (wC p) aouololoi flWpoo u N Mature Height (inches) 00 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 Application of 150 lbs. of ammonium nitrate on areas low in organic motter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with o 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. 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 a mulch anchoring tool or form disk with dull, serrated, straight set blades, or bulldozer cleats driven up and down slope. Species 1. Tall Fescue Level and Sloping, Open Areas Steep Banks and Cuts 4. Toll Fescue Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 401 .9 5.8 -7.5 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 1 Preferred 2 Will Tolerate inoculate with specific Inoculant. Irrigated Non irrigated* Dormant Seeding Annual ryegrass Figure 5 -2: Permanent Seed Mixtures Seeding Rate Suitable pH lbs /acre lbs/1000 sq. ft. 35 .8 5.5 -8.3 15 .4 5.8 -7.5 .6 5.5 -8.3 .12 .4 5.5 -7.5 .4 Temporary Seeding Dotes Mar 1 Apr 1 May Temporary Seedings 1000 Sq. Ft. Acre Ranking: 1 Good 2 Medium Not tolerant Irrigation needed during'�'�i erosion at times other than use mulch. Late summer seeding dates if mulch is applied. FIGURE 5 -3 Increase seeding application by 50%. Remarks 2.3 lbs. 3 bu. Cover seed 1" deep ieriod. To control in the shaded areas, may be extended 5 days 1 Ib, 40 lbs. Cover seed 1 /4 "deep* FIGURE 5-4 SOIL 8 Salt CONDITION Tolerance Wet Vorrr Dry Gen. Soli Spray Creeping Red Fescue 2 1 2 1 Festuco rubra 7 -21 S Kentucky Bluegrass 2 1 2 1 1 1 Med. 1 25 -35 12 -18 10-20 MT Poo pratlnsis Tall Fescue 2 1 1 1 1 1 Low 1 24-35 24-36 5 -14 T Festuco L orundinaceo Perennial ryegrass 2 1 2 1 2 He 2 15 -20 12 -18 5-10 MT Lolium perenne g Crownvetch 1 1 2 Low 1 5 -10 24 14-21 T Coronillo varia Red Clover 1 2 Med. 1 7 -10 18 5-10 S S Trifolium protense Solt Tolerance (to both soil salts spray): T Tolerance MT Medium Tolerance S Slight Tolerance 3 DE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SO L SURFACE 10 ACHIEVE 11001U11 BLANKET To SOB. CONTACT. 5 IN HION VELOCITY CNANNa. APPUCAIIONS, CHECK SLOTS SHOULD BE ESTABUSHED EVERY 35 40'. THE SLOTS SHOULD BE 6' WIDE BY 6' DEEP WTH 1) BLANKET STAPLED IN 1HE BOTTOM OF THE SLOT, 'MEN BACKFiUED AND SEEDED. 300 275 215 SLOPE i s LENGTH 155 100 75• 25• 0• SILT FENCE Silt Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface GENERAL STAPLE RECOMMENDATIONS 4:1 3:1 21 1:1 SLOPE GRADIENT 1 THE EDGES OF RE BLANKET s BE BUTTED AGAINST EACH OTHER, 1HE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2'. 7 OOUT BLANICETS D REC1�N OF WATER FLOALL ROLL BLJU6CETS OUT N DUEC110N OF WATER FLOW. SEE CHART FOR MAINTENANCE REQUIREMENTS ADDf)ONAL STAPLES AS MOVED DIE 10 DEPTH OF FLOMt 4 ON LONG SU PES,, 'ME ENDS OF THE BLANKETS SHOULD BE OVERLAPPED I NGL 4 6' IN A 'SFE EFFECY. EROSION BLANKET INSTALLA11ON SILT FENCE DETAIL NTS Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stokes 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 Worp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance 70 A.O.S 50 -80 Slurry Flow Rote 225 gpm /sq. ft Sediment Retention 75 Ground Surface Silt Fence Material Should be Buried 6" Below Ground Surface. 2:1 side f slope (max.) z+' •r 1 l�l 1 :1 side =hill I ,W Y7. sl.oPe (maxj r �t'7 EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE 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 TEMPORARY DIVERSIONS WEEKLY. AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH 0#tADING TEMPORARY SEDIMENT TRAP WEEKLY, AFTER STORM EVENTS AND AS NEEDED AL ONG WITH ROUGH GRADING. TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING r s N k li i M N I i AFTER FINISH GRADING S TRAW. BALES WEEKLY, AFTER STORM EVENTS A AS NEEDED N A INLET PROTECTION WEEKLY AFTER STORM EVENTS A AS NEEDED AFTER EACH INLET IS PLACED SEED. SOD lie J.ANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS 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 EROSION CONTROL MATTING DETAIL z staves (cw)�� p0� bale CROSSBARS SEEDING EXISTING GRADE Plan (n.t.s.) Profile (n.t.s.) NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. 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 straw bale 3"-6"undertoe SEDIMENT FILTER DETAIL BEEHIVE INLET OR DRAINAGE COVER <=i1==fa LATHS .•4 SILT FENCE MATERIAL SILT FENCE EXTEN S 6" BELOW FINISHED GRADE INLET PROTECTION SILT FENCE 6" MIN. TURN DOWN BLANKET GREEN PAVED AREA INLET SEDIMENT BARRIER NO SCALE CURB INLET SEDIMENT BARRIER NO SCALE PAVED AREA INLET EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA Project: Hilton Garden Inn Hotel Nature and Purpose: Hotel Estimated Start: October 1, 2001 Estimated Completion of Site Development October 2002 Floodplains, Floodway Fringes, Floodways: None Lakes, Streams, Channels, Ditches, Wetlands, etc.: None Existing Soil Types Description (refer to sheet C100 for soils map): Crosby Silt Loam, 0 to 3 percent slopes Shoals silt loam Receiving Waters: Williams Creek Potential Areas Where Stormwater May Enter Groundwater. None known Existing Vegetation: The site is covered with grass weeds. Contact Person: Tim Dora Dora Brothers Hospitality Corp. 9780 North by Northeast Blvd. Fishers, IN 46038 (317) 578 -9999 Adjacent Land Use: North Commercial South Commercial East Commerical West Commercial 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 maintained Blanket installation to be done as soon as slopes are constructed. SILT FENCE MAINTENANCE REQUIREMENTS PUBLIC ROAD 0.0 /0.0 0 00 0 •O 0.O 0 O• 0'0 O•o 0•o 0•o 0 0• 0•o 0.0 0•o O•o •o 0.0 °O .0 0. °0.0 0 .0 o 0 °0 •O °0.O °0 °0.0 0 0 0.000.0 0 0,0 0 0e9 0 0•0 0 0.0 0 0•O 0•4" 0•0 0.9 0 1 0 0.0 0 .0 0.o.0.0 °0.0•0.0 •0•o•o.o °0.0.0.0°0.0° 5 p o 0 •0 p 0 p 0 p 0 p 0 0 Q 0 0 o •O.0• a •�•O. 0. °O. °0.0• °0. •p 0.0 0. 0.0 0.0 O• .0•9.0,0e000•0•0-1T., °0.0.0• •°..•o•••••o •0• °0.o eO.0 0 O.O D.0 O.0 0 0. 0 0 p o 0 D e 0 D e 0• 0 0• 0 0 eato O.p O 0•p 0•o O.O 0•o% O O•p o•p o•0 0.9 0 0 '0 io 0.0o0ioe0 0° 0 0 0ip o 0 ;�o °o a0 °0!d L o :o e 0 o 6 (MIN) 2 -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABIUZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUC11ON ENTRANCE DETAIL EROSiQN CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH S0RM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVIiiES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE 1. ASPECT 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. 1 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 STABIUZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT AND IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING iF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. 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. 6. PROMPTLY REPLACE ANY DISPLACED RIPRAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABIUZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE SITE TO BLEND WITH ADJOINING AREAS, AND STABIUZE. SANDBAG CURB INLET SEDIMENT BARRIER MAINTENANCE REQUIREMENTS 1. INSPECT FREQUENTLY FOR DAMAGE BY VEHICULAR TRAFFIC, AND REPAIR iF NECESSARY. 2. INSPECT AFTER EACH STORM EVENT. 3. 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. 2, PERIODICALLY REMOVE SEDIMENT AND TRACKED -ON SOIL FROM THE STREET, WITHOUT FLUSHING, TO REDUCE 1HE 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 STABILIZED, REMOVE THE GRAVEL, WIRE MESH, GEOTEX11LE FABRIC, AND ANY SEDIMENT, AND DISPOSE OF THEM PROPERLY. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS 1. DURING VEGETATIVE ESTABUSHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF 1HE BLANKET COVERING IT, ADD SOIL RE -SEED 1HE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABUSHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 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. TOPDRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC ROADS 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. onnullu 1 No. PE19500260 STATE OF .•'iZi AONAL Iptlllml DATE: Q L.. 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. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 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