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HomeMy WebLinkAboutC803KID m U LED J m BE m U m WE N n Y i r E 0 z o IT E M N E F 0 a of RELEASED FOR CONSTRUCTION Subject to compliance with all regulaems of State and Local Codes City off Carmel �VnKV�\aw)11aA� DATE: 11/13/19 CONCRETE WASHOUT NOTES: 1. CONCRETE WASHOUT AREA SHILL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON The following steps will help reduce storm water pollution from concrete wastes: SIM 2 SGNS SHALL BE PLACED AT ME CONSTRUCTION ENTRANCE, AT ME WASHOUT AREA, 1. Discuss the concrete management techniques described in this BMP (such as handling of AND ELSEWHERE AS NECESSARY To CLEANLY INDICATE ME LOCATION OF AM ODNCRHE concrete waste and washout) with the ready -mix concrete supplier before any deliveries are WASHOUT AREA TO OPERATORS OF CONCRETE MUCKS AND PUMP RIGS. made. 3. ME CONCRETE WASHOUT AREA SHALL RE REPAIRED AND ENIARCED OR LEANED OUT AS NECESSARRY TO MAINTAIN CAPACITY FOR WASTED CONGxTE 2. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. q Air a NND Of T AN CONSTRUCTION, .CONCRETE SHALL BE REMOVED FROM THE STE AND TE 3. Store dry and wet materials under cover, away from drainage areas. 4. Avoid mixing excess amounts of fresh concrete. 5.WHEN AND MULCHEDCONCRETE WASHOUTRM� IS IM REED W A, µRN01E5 APPROVED BY TME BE 5. Perform washout of concrete trucks offsite or in designated areas only. INSPECTOR. 6. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. 7. Do not allow excess concrete to be dumped onsite, except in designated areas. ° x 0 8. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. PWYEMYIENE UNING - Prevent pollution runoff from this area by constructing an above ground - 10 MIL THICK UNIN containment pit or bermed area large enough for liquid and solid waste. Mn'w°Dsr RucEs ro EXTEND OVER THE BARES - Wash out wastes into the temporary containment pit where the concrete can set, (TIP) PER BALE -WASHOUT AREA LENGTH 2D' x; MELA PINS OR be broken up, and then disposed properly. WASHOUT AREA MDm 16 STARES TO SECURE - Avoid creating runoff by draining water to a bermed or level area when washing ME s�MAw BASE r0 concrete to remove fine particles and expose the aggregate. FLOW - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the a x al as-x x trash. `LOCATION SIGN M INDICATE ME STRAW BALE PLAN ENTRENCHED 4' OF THE SILT FENCE x " TOPSOIL STOCKPILE � w - x x 10 t TYPICAL TYPICAL TOPSOIL STOCKPILE e NOT TO SCALE C803 NOTE 1. START BLANKET AT TOP OF ME SWALE AND ROLL IN THE DIRECTION OF ME WATER ROW IN ME SWALE REPAIR TO MANUFACTURE'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND $TAPE PATTERNS 2. ME STAP E/STAKE LOCATIONS ON K EDGE OF ME BLANKET SHAH R INSET 2• TO 5' FROM ME BLANKET EDGE. A B C HN9111. kl 4aES D E P ME BLANKET SHOULD NOT BE SEEMED BUT ALLOWED M AY LOOSELY ON ME SOL SURFACE M ACHIEVE MUMMUM BLANKET TO SOL COtITACi INro caouxO CONCRETE WASH AREA PGFENWIINE UNINC - to MIL (HICK LINING TO SVl(ED EXTEND OVER ME BALES LIETAL PINS OR STARTED STRAW BILE TO SECURE THE POLYETHR ENE TO THE C p9n STRAW BALES BINDINGS FOR COIL TO STRAW BATES PREVENT _. PACED Top PIPING - COMPACTED SOUP PARALLEL TO - .. - ` o PREVENT PIPING GROUND IRJ D16v1W1'V/6UYGG1YRvAv<CT<\'GC ENTRENCHED C PROFILE INTO GROUND NOTE: CONTRACTOR S&L MONDE ADDITIONAL WASHOUT STRUCTURES OR LARGER STRUCTURES IF REQUIRED ABOVE GROUND CONCRETE - WASHOUT SCALE NOe C803 ON SLOPE APPUCATOMS ME TOP OF ME BLANKET SHOULD BE *SLOTTED IN' ME EGGS OF ME EC MARKET ABOVE ME BREAK OF ME SDR OR SNWLD BE ONERIAFPED 2•-5•. AT A MINIMUM, STAPLED IN PACE WM STAPLES 6' APART ON ME END OF THE �. BLANKEt 6 1e 7 4 ROL BLANKETS OUT IN DIRECTOR CIF ME ENDS OF ME WATER BON. BLANKETS SHOULD GE OVERIAPRED 4 - 6• IN A 'SHINGLE EFFECF. Map unit Legend ��- 6 PRPARA➢ON OF THE SUED BED, INCLUDING APPDCATGN or ONE, (BP o ff_.. FERTUZER AND SEED SHOULD BE CONDUCTED 7,K AS NORMAL PRIOR TO _ ROLL BLANKETS INSFALLATON OF BLANKET. OUT IN DIRECTION OF WATER ROW. EROSION CONTROL BLANKET: 5 � NORTH AMERICAN GREEN SHALL BE S75ON CHECK 9 IN HIMHIMHTTY CHANNEL ARucanONs, AS INDICATED ON THE PLANS. STAPLES ON UCTS OTS RIWED BE ESTPBUSNED My 35 - 40'. THE SLOTS SHOULD BE S75BN TO BE PER MANUFACTURER'S STAPLED IN ME BO M a ME sat RECOMMENDATIONS. THEM BAOnLLLD AND EROSION BLANKET INSTALLATION e NOT TO SCALE C803 _ _ 1 HIS NOTE: IF STONE PAVING IS TO BE kkk USED AS A WHEEL WASH AREA, ALL RUNOFF SHALL BE DIRECTED TO A ;U` CONTAINED SEDIMENT GEOTEXTILE FABRIC TO ,,ass TEMPORARY DITCH CULVERT STABILIZE FOUNDATION 8" TEMPORARY CONSTRUCTION ENTRANCE DETAIL 1O NOT TO SCALE C803 INDOT p2 COURSE AGGREGATE m L1911c \ 12CnSde' HNaY000 s[w6 a Y-D' D.c EACH SIDE SECURE HIGH ate' CIA ma RaE 1, REMOVE SEDIMENT, DEBRIS, ICE AND BROW FROM THE INLET GRAZE SURFACE AND SURROUNDING AREA. 2 VERIFY AT BY PACING FILTER OVER INLET CRAZE TO ENSURE MAT INLET ALM EXTENDS AT LEAST ONE INCH BEYOND THE CASTING EDGES HE OVERVB SHOWS WATER ROW AND STARTS FILTERING SEDIMENT AND DEEMS BEFORE WATER DROPS INTO ME INLET, ME USER IS RESPONSIBLE FOR PROPER INSTALLATION. 3. PCRTOM ME MT. PACE INLET FILTER ON CRATE NTH THE NET SUE DOWN, FLUSH TO ME BACK EDGE AND EXTENDING BEYOND ME GRATE OPENING ON ME FRONT AND FLAT STREET OR PAVING GRATE 8 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE WITH OVERFLOW CUT-OUT 8 ZIP TIES AND HOLD-DOWN PADS SILT FENCE Silt Fence shall be a machine produced, woven geotextile fabric. LE■ All stakes shall be 1 1/4" X 1 1/4" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. Textile Strength 0 20% elongation ........................ 30 lbs. per linear inch SILT FENCE JOINT WRAP DETAIL UV Resistance..................................................... C, 70 % Filtering eHlclancy.................................................... 85% Slurry Flow Rate ...................................................... 0.3 gpm/sq. IT Water Flow Note, ...................................................... 15 gpm/square It Ir IIIIII`W�/� 1-1/4. X 1-1/4• POSTS rFlLFABRIC OW Illy SKIRT 4' VAR, sa CDR Los Came END VIEW ow. 12' DRUTm. uxnH As RLaIRm To,A UNIECr mW TIP: OR .,IpW'Qfi aAwm 9'`P' WYX10 POST R METAL BRACKET (SEE POST DETAIL) ENTRENCH La HIT SHE A MINIMUM OF 4'. GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MNIMUM OF 362 IN WDAH. 2. TURN ME FORCE UP SLOPE AT ENDS. TEMPORARYSALT FENCE NOT ➢ e C803 NEEDS POSTING BOX (AVI MIN. SZE 10•w x 181 PAMOrAI 0 PANTED, GALVANIZED ALUUNw HARDWARE 4'x4' POST BRA1 :AHED) SIDE VIEW 127 MIN. NPOES POSTING BOx (MAILBOX) MIN. SIDE We x 18'd III 1, NPUES POSTING BOX SHALL CONTAIN ALL APPROVED NPOES 142 PERMIT DOCUMENTS, PLANS SPECS AND OPERATION AND MAINTENANCE MANDALS. FIBER LOG CHECK DAM e NPDES SWI POSTING BOX e C803 NOT TO SCALE L803 SCALE: NONE Low Stature Prairie Mix BOTH ROES ME DP TES ATTACH INLET INLET FILTER ABOUT 2 INCHES FROM ME Grasses FILTER TO ME INLET CRAZE COVER WSOUT FAST ENTRY PORT AND PUSH UP AND Botanical Name Common Name Ounces4Acre UFTNG ME GREAT: COVER. THROUGH FILTER AND SECOND HOLE IN HOD -DOWN PAD. 4. INSERT DP TES UFT INLET FLIER SUGHRY TO ENABLE YOU TO SEE ME FIRST i TIGHTEN ZIP ITS. AFTER ATTACHING AIL Bouteloua curtipendula Side -Oats Grama 32 GRAZE BAR FROM ME FACE CO ME CRAZE OF ME ZIP TES, RE -PORTION INLET FILTER Carex birknellii Prairie Oval Sedge 2 COVER. PUSH TIE PONIED END OF A TO COMPLETELY COVER AND OVER -AP ME SCREW IRE MROUGH INLET FILTER ro CRATE PULL FREE END OF DP -TES HAND Carex muhlenbergii Sand-Braded Sedge 2 CREATE A PILOT HOLE W ME SIDE OF THE ALIT TO ANCHOR INLET FILTER To ME Elymuscanadensis Canada Wild Rye 32 CRAZE BAR, PUSH ME POINTED ENO OF DP (FAIL OUT OFF FREE No OF OP TES TO AD THROUGH HOLE IN HOD -DOWN PAD AND LEAVE A Is TAIL Elymusvirginicus Virginia Wild Rye 4 THEN THROUGH ME INSET FILTER. BEND Shcizachyriumsaaparium Little Bluestem 48 ABOUT 3. OF All ENO OF ME BE TIE BACK 6. EXTREME ROW INST&LAMON REOUIR- OU ITSELF AND STEP ON THE FOLD TO FORM MENTS. SOME MUNIDPAUTES REWIRE Sporobolus hetemlepis Emilie Dropseed 8 A HOOK SHAPE. ME HOG( MAE MANES EXPOSED OVERFLOW. CHEM LOCH Total 128 IT EASIER TO GRAB ME ENO ABUR LOOPING REGULATORS. EXPOSING ME EMERGENCY UNDER THE GRATE BAR. NOW LOOP TIE DP OVERFLOW ALLOW$ UNFILTERED ROW MEN TE UNDER ME CRAZE BAR AND PULL UP. WATER DEPTH EXCEEDS INLET FILTER HEIGHT. INSERT POINTED END OF SE IN BOTTON OF IF NECESSARY, OUT INLET FOUR WAR A KNIFE OR SHEARS TO EXPOSE ME UPPER Forbs PORTION OF ME OVERFLOW SECTOR. ALLOW HE STANDARD OVERLAP ON AIL DOES OF Botanical Name Common Name Ounces/Acre INLET MEN BEFORE CUTTING HkINTENANCE OT OF SEDIMENT COLLECT ALTER WILL SWEEP TOP ASEES Echinacea purpurea Purple Coneflower 8 G INLET ALTER TO REMOE SEDIMENT AND Helianthus oaidentalis Western Sunflower 3 © DEBRIS AFTER EACH 1/2' RAN EVENT, IN DO NOT WO �® CASE Of STANDING WATER AT INLET, Monardafistulosa Bergamot 1 CURB UP TO ACT WAFERING AWAY WILT UP DEBRISLLOWS APenstemon Digitalis Foxglove Beardton e 3 WATER TO GRAN 1HRWGI INLET FlL11R. g g 8u AS UWRLOlIF Total IS OUT STREET CURB INLET GRATE 7 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE 8 ZIP TIES AND HOLD-DOWN PADS LOW STATURE PRAIRIE SEED MIX e SCALE: NONE C803 ��- 6 PRPARA➢ON OF THE SUED BED, INCLUDING APPDCATGN or ONE, (BP o ff_.. FERTUZER AND SEED SHOULD BE CONDUCTED 7,K AS NORMAL PRIOR TO _ ROLL BLANKETS INSFALLATON OF BLANKET. OUT IN DIRECTION OF WATER ROW. EROSION CONTROL BLANKET: 5 � NORTH AMERICAN GREEN SHALL BE S75ON CHECK 9 IN HIMHIMHTTY CHANNEL ARucanONs, AS INDICATED ON THE PLANS. STAPLES ON UCTS OTS RIWED BE ESTPBUSNED My 35 - 40'. THE SLOTS SHOULD BE S75BN TO BE PER MANUFACTURER'S STAPLED IN ME BO M a ME sat RECOMMENDATIONS. THEM BAOnLLLD AND EROSION BLANKET INSTALLATION e NOT TO SCALE C803 _ _ 1 HIS NOTE: IF STONE PAVING IS TO BE kkk USED AS A WHEEL WASH AREA, ALL RUNOFF SHALL BE DIRECTED TO A ;U` CONTAINED SEDIMENT GEOTEXTILE FABRIC TO ,,ass TEMPORARY DITCH CULVERT STABILIZE FOUNDATION 8" TEMPORARY CONSTRUCTION ENTRANCE DETAIL 1O NOT TO SCALE C803 INDOT p2 COURSE AGGREGATE m L1911c \ 12CnSde' HNaY000 s[w6 a Y-D' D.c EACH SIDE SECURE HIGH ate' CIA ma RaE 1, REMOVE SEDIMENT, DEBRIS, ICE AND BROW FROM THE INLET GRAZE SURFACE AND SURROUNDING AREA. 2 VERIFY AT BY PACING FILTER OVER INLET CRAZE TO ENSURE MAT INLET ALM EXTENDS AT LEAST ONE INCH BEYOND THE CASTING EDGES HE OVERVB SHOWS WATER ROW AND STARTS FILTERING SEDIMENT AND DEEMS BEFORE WATER DROPS INTO ME INLET, ME USER IS RESPONSIBLE FOR PROPER INSTALLATION. 3. PCRTOM ME MT. PACE INLET FILTER ON CRATE NTH THE NET SUE DOWN, FLUSH TO ME BACK EDGE AND EXTENDING BEYOND ME GRATE OPENING ON ME FRONT AND FLAT STREET OR PAVING GRATE 8 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE WITH OVERFLOW CUT-OUT 8 ZIP TIES AND HOLD-DOWN PADS SILT FENCE Silt Fence shall be a machine produced, woven geotextile fabric. LE■ All stakes shall be 1 1/4" X 1 1/4" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. Textile Strength 0 20% elongation ........................ 30 lbs. per linear inch SILT FENCE JOINT WRAP DETAIL UV Resistance..................................................... C, 70 % Filtering eHlclancy.................................................... 85% Slurry Flow Rate ...................................................... 0.3 gpm/sq. IT Water Flow Note, ...................................................... 15 gpm/square It Ir IIIIII`W�/� 1-1/4. X 1-1/4• POSTS rFlLFABRIC OW Illy SKIRT 4' VAR, sa CDR Los Came END VIEW ow. 12' DRUTm. uxnH As RLaIRm To,A UNIECr mW TIP: OR .,IpW'Qfi aAwm 9'`P' WYX10 POST R METAL BRACKET (SEE POST DETAIL) ENTRENCH La HIT SHE A MINIMUM OF 4'. GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MNIMUM OF 362 IN WDAH. 2. TURN ME FORCE UP SLOPE AT ENDS. TEMPORARYSALT FENCE NOT ➢ e C803 NEEDS POSTING BOX (AVI MIN. SZE 10•w x 181 PAMOrAI 0 PANTED, GALVANIZED ALUUNw HARDWARE 4'x4' POST BRA1 :AHED) SIDE VIEW 127 MIN. NPOES POSTING BOx (MAILBOX) MIN. SIDE We x 18'd III 1, NPUES POSTING BOX SHALL CONTAIN ALL APPROVED NPOES 142 PERMIT DOCUMENTS, PLANS SPECS AND OPERATION AND MAINTENANCE MANDALS. FIBER LOG CHECK DAM e NPDES SWI POSTING BOX e C803 NOT TO SCALE L803 SCALE: NONE Low Stature Prairie Mix BOTH ROES ME DP TES ATTACH INLET INLET FILTER ABOUT 2 INCHES FROM ME Grasses FILTER TO ME INLET CRAZE COVER WSOUT FAST ENTRY PORT AND PUSH UP AND Botanical Name Common Name Ounces4Acre UFTNG ME GREAT: COVER. THROUGH FILTER AND SECOND HOLE IN HOD -DOWN PAD. 4. INSERT DP TES UFT INLET FLIER SUGHRY TO ENABLE YOU TO SEE ME FIRST i TIGHTEN ZIP ITS. AFTER ATTACHING AIL Bouteloua curtipendula Side -Oats Grama 32 GRAZE BAR FROM ME FACE CO ME CRAZE OF ME ZIP TES, RE -PORTION INLET FILTER Carex birknellii Prairie Oval Sedge 2 COVER. PUSH TIE PONIED END OF A TO COMPLETELY COVER AND OVER -AP ME SCREW IRE MROUGH INLET FILTER ro CRATE PULL FREE END OF DP -TES HAND Carex muhlenbergii Sand-Braded Sedge 2 CREATE A PILOT HOLE W ME SIDE OF THE ALIT TO ANCHOR INLET FILTER To ME Elymuscanadensis Canada Wild Rye 32 CRAZE BAR, PUSH ME POINTED ENO OF DP (FAIL OUT OFF FREE No OF OP TES TO AD THROUGH HOLE IN HOD -DOWN PAD AND LEAVE A Is TAIL Elymusvirginicus Virginia Wild Rye 4 THEN THROUGH ME INSET FILTER. BEND Shcizachyriumsaaparium Little Bluestem 48 ABOUT 3. OF All ENO OF ME BE TIE BACK 6. EXTREME ROW INST&LAMON REOUIR- OU ITSELF AND STEP ON THE FOLD TO FORM MENTS. SOME MUNIDPAUTES REWIRE Sporobolus hetemlepis Emilie Dropseed 8 A HOOK SHAPE. ME HOG( MAE MANES EXPOSED OVERFLOW. CHEM LOCH Total 128 IT EASIER TO GRAB ME ENO ABUR LOOPING REGULATORS. EXPOSING ME EMERGENCY UNDER THE GRATE BAR. NOW LOOP TIE DP OVERFLOW ALLOW$ UNFILTERED ROW MEN TE UNDER ME CRAZE BAR AND PULL UP. WATER DEPTH EXCEEDS INLET FILTER HEIGHT. INSERT POINTED END OF SE IN BOTTON OF IF NECESSARY, OUT INLET FOUR WAR A KNIFE OR SHEARS TO EXPOSE ME UPPER Forbs PORTION OF ME OVERFLOW SECTOR. ALLOW HE STANDARD OVERLAP ON AIL DOES OF Botanical Name Common Name Ounces/Acre INLET MEN BEFORE CUTTING HkINTENANCE OT OF SEDIMENT COLLECT ALTER WILL SWEEP TOP ASEES Echinacea purpurea Purple Coneflower 8 G INLET ALTER TO REMOE SEDIMENT AND Helianthus oaidentalis Western Sunflower 3 © DEBRIS AFTER EACH 1/2' RAN EVENT, IN DO NOT WO �® CASE Of STANDING WATER AT INLET, Monardafistulosa Bergamot 1 CURB UP TO ACT WAFERING AWAY WILT UP DEBRISLLOWS APenstemon Digitalis Foxglove Beardton e 3 WATER TO GRAN 1HRWGI INLET FlL11R. g g 8u AS UWRLOlIF Total IS OUT STREET CURB INLET GRATE 7 ZIP TIES AND HOLD-DOWN PADS BEEHIVE INLET GRATE 8 ZIP TIES AND HOLD-DOWN PADS LOW STATURE PRAIRIE SEED MIX e SCALE: NONE C803 Species Seeding Rate Suitable pH Site Suitability** be/acre Ibs/1000 sq. ft. Very Dry Well Drained Wet INSTALLATION KIT INCLUDES: Lawns Areas 8 All TIED 1. Kentucky Bluegrass* 210 4.8 5.5-7.0 1 8 HOLD-DOWN PADS +Common Oat 38 0.9 AND INSTRUCTIONS +Annual Wheat 19 0.45 THE HOD -DOWN PADS SPREAD ME 2. Turf Tyye Tall Fescue` 250 5.75 5.5-7.5 2 1 2 PRESSURE MGM TIGHTENED ZIP TES. +Kentucky Bluegrass* 45 1.00 SKETCHES SHOW PROPER INSTALLATION, +Common Oat 38 0.9 +Annual Wheat 19 0.45 Ditch Areas 3. Turf Type Tall Fescue* 225 5.2 5.5-7.5 2 1 2 +Virginia Wild Rye* 30 0.7 +Kentucky Bluegrass' 30 0.7 +Common Oat 38 0.9 +Annual Wheat 19 0.45 * Tempporary Oats and Wheat not required if planted between February 1 COIR FIBER MAT and September 15. Will Tolerate - Preferred 2 -PERMANENT INLET PROTECTION e SEED MIX 4 C803 NOT TO SCALE SCALE NONE C803 STORMWATER POLLUTION PREVENTION 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 SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROI MATTING 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 OU SOD & LANDSCAPE ARND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF INLET PROTECTION I N/A I AlItK ALL ATLAO UNAININUH A A A A ILL REMOVAL OF SILT FENCEI N/A A I Ar�f op �1ay1`, Indiana8'll beforeelow- you diij. No. LA207DO037 STATE OF DATE 04.1&2019 THIS DRAWING AND THE IDEAS, DESIGNS AND CGNOEPTS CONTAINED HEREIN ARE THE EXCLDsvE INTELLECTUAL PROPERTY OF DUE SCHNEIDER CORPORATION. AND ARE NOT TO DE USED OR REPROODCED, IN WHO-E OR IN PART, MMOUT THE WRIUN CONSENT DE THE SCHNEIDER CORPORATOR. COPYRIGHTED BY THE SCHNEIDER CORE (201 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 Civil Engineering CIS * LIS Land Surveying Landscape Architecture 0 I� v F�••1 � U �y q a F-I--1 ^ W U 4 w d � a U f.n U MED ➢Are: PROJECT ND: 03 08 19 2722.017 DRAWN BY CHECKED BY CAJ MRK SHEET TT F STORUATER POLLUTION PREVENTION DETAILS DRAWING FIFs FIIENVIE envwa*cwm-a., SHEET NO.'. C8®3 OFSHEEMo