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Great Growins 010622 Civil plans set
Site Development Plans For: GREAT GROWIN I S Part of the Northeast Quarter of Southeast Quarter Section 25, Township 18 North Range 3 East, Clay Township, Hamiitonounty, Indiana. E EM ER 2021 LAKE I PORTER Boone NEWTON BENTON WARREN LOCATION MAP LAPORTE ST.JOSEPH ELKHART ILAGRANGE ISTEUBEN MARSHALL STARKE KOSCIUSKO PULASKI I FULTON WHITE CASS CARROL TIPPECANOE J_ CLINTON FOUNTAIN MONTGOMERY BOONE o PARKE LU w VIGO I CLAY SULLIVAN GREENE PUTNAM I HENDRICKS OWEN NOBLE IDEKALB WHITLEY I ALLEN WABASH I MIAMI I " WELLS I ADAMS GRANT HOWARD BLACK- JAY FORD TIPTON MADISON DELAWARE SIt RANDOLPH MORGAN IJOHNSON Tipton Tipton HANCOCK RUSH UNION FAYETTE Tipton �BARTHEW DECATUR MONROE BROWN JACKSON LAWRENCE KNOX MARTIN DAVIESS PIKE GIBSON POSEY WARRICK r-- NDER- RGH Know what's b@IOW. Call before you dig. ORANGE DUBOIS CRAWFORD PERRY SPENCER JENNINGS WASHINGTON SCOTT I CLARK HARRISON FLOYD RIPLEY OHIO JEFFERSON SWITZERLAND Job No. 21-001 SHEET INDEX No: Sheet C100 Title Sheet C200 Site Plan C201 Site Grading C300 Details C400 Erosion Control C401 Erosion Specifications C500 Specifications ADDRESS & LEGAL DESCRIPTION Property Address: 421 S. Rangeline Rd. Carmel, Indiana 46032 Part of the Northeast Quarter of the Southeast Quarter of Section 25, Township 18 North, Range 3 East, described as follows: Begin 20 rods 7-1/2 feet South of the Northeast Corner of aid Quarder Section; run thence West 185 feet; South 4 rods; East 185 feet; North 4 rods to the place of beginning. In Clay township, Hamilton County, Indiana. a 4 # {' 4-4 } a Ti _ I i t � � �'1 PROJECT ilu 117. 180S7020JI 4 %'Z44 G L ' PAN) t y MOM FLOOD HAZARD STATEMENT: No portion of the described tract of land lies within a Flood Hazard Zone as scaled on Community Number 18057, Panel Number 0207 G. Map Number 18057CO207G of the Flood Insurance Rate Maps for Hamilton County, Indiana maps dated November 19, 2014. The accuracy of any flood hazard data shown on this project is subject to the map scale uncertainty and to any other uncertainty in location or elevation on the referenced Flood Insurance Map. 910326 STATE OF AND I o FSSj NAL VICINITY MAP / C Know what's below. Call before you dig. 7�J 6? ee P J� G� LOT 2 421 Rangeline Rd. Ce' F6] GQP GPP le SITE LAYOUT PAI 5Q P GGd ,. 3 1 4 LOT 3 431 Rangeline Rd. SHED 2.P , e'- _ v � 11,fPv � '--------- � I l 777 Peele 5 0 1 ,'� 0G5 Q,P,Sk• �•yk' 'y • '� � � � • � ��� LOT 1 FOSTER'S IT I ON G y1 G5 61 .✓1 KD 0h �y k �Pe / k1 oa 41 A� k0 k N. 15 oare C 9 �� Q p� Y !o . a .• P. a1 �Q / yQ P �� 6G PJ�� �e `VF)•h0�1 ` � A z G pypP�F, z 0��z. �' p� lz G QP, z G�p�� z G 0�. 0.i, fie. '' ,, t �...A •! a ® I �GR .0 .01 0 .0 .0 � +, 0�Q':' 0 '��2�,i,.�l.•<•,.• I 601 5 vV ,�.yP��Y. P5e 09 ®' ti 0$S� I S� G� , °4, O t •. , . O A •• L T 2,$1 ....i �k00QP .ytiy'S "5 .: ok 421 Rangeline Rd. .,• ,. .`�. �`. .-.•' "": ,'.' S1� � ,� I I / ; 6.. .yti 0 �'hP4� q, e g , 0 P I 5 /p9 ��G •,.<a;:,• •a.4 +� ; ; i ..., ,: ; '.,,• <, PP 9' 40 i P e �'� ytiry^�09 � �p�,0 GQP GeP 0 Q�G 00F.G SHED k0 co I � I � -- I I I � �• - LOT 3 431 Rangeline Rd. �Q. I �y I P9Q'C`•� /^\ I^\ I e_ No. 910326 - `'•. STATE OF SITE ADDRESS:DIANP' TOPOGRAPHIC SURVEY Great Growin'sSS�ONAL 421 S. Rangeline Road Carmel, IN 46032 KEYNOTES U PROPOSED BUILDING ADDITION ( SEE ARCH) 2❑ EXISTING ASPHALT DRIVEWAY 3❑ EXISTING ASPHALT PARKING LOT ® EXISTING HANDICAP SPACE 5❑ NEW U-SHAPED BIKE RACK (SEE DETAIL C300) © GRASS OR LANDSCAPING 7❑ CONCRETE PAD ® EXISTING CONCRETE SIDEWALK GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. LEGEND Existing Building Edge of Pavement Face of Curb Contour Major Contour Minor Property Line Concrete Existing Storm Drain Existing Street Lamp o U-Shaped Bike Rack IELD Existing Yield Sign Existing Tree No. I Dalf__L Revision 1. 101 /06/221 Revisions Der Carmel LAND DESCRIPTION A PART OF THE SOUTHWEST AND NORTHWEST QUARTERS OF SECTION 36, TOWNSHIP 19 NORTH, RANGE 4 EAST, HAMILTON COUNTY, INDIANA, AND A PART OF LOT 1 IN GREENE'S ADDITION, A SUBDIVISION IN HAMILTON COUNTY, INDIANA, AS A PLAT THEREOF, RECORDED JANUARY 27, 1989 IN PLAT BOOK 17, PAGES 1 AND 2, IN THE OFFICE OF THE RECORDER IN HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH 89 DEGREES 30 MINUTES 00 SECONDS EAST ALONG THE SOUTH LINE OF SAID QUARTER A DISTANCE OF 1012.51 FEET TO THE NORTHWEST CORNER OF SAID LOT 1 IN GREENE'S ADDITION; THENCE SOUTH 01 DEGREES 28 MINUTES 41 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 1 A DISTANCE OF 50.00 FEET TO THE SOUTHWEST CORNER THEREOF; THENCE SOUTH 89 DEGREES 30 MINUTES 00 SECONDS EAST ALONG THE SOUTH LINE THEREOF A DISTANCE OF 314.29 FEET TO THE POINT OF BEGINNING; THENCE NORTH 01 DEGREES 28 MINUTES 41 SECONDS EAST ALONG THE WEST LINE OF SAID LOT 1 AND THE SOUTHERLY EXTENSION THEREOF A DISTANCE OF 337.65 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF STATE ROAD 38 PER INDOT PROJECT NO. STP-5229(008) DATED FEBRUARY 27, 2003; THENCE SOUTH 63 DEGREES 31 MINUTES 10 SECONDS EAST ALONG SAID RIGHT-OF-WAY LINE A DISTANCE OF 119.63 FEET TO A POINT ON A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1396.50 FEET, THE RADIUS POINT OF WHICH LIES SOUTH 26 DEGREES 28 MINUTES 50 SECONDS WEST; THENCE SOUTHEASTERLY ALONG SAID RIGHT-OF-WAY LINE AN ARC DISTANCE OF 267.34 FEET TO A POINT WHICH BEARS NORTH 37 DEGREES 26 MINUTES 56 SECONDS EAST FROM SAID RADIUS POINT; THENCE SOUTH 10 DEGREES 15 MINUTES 41 SECONDS EAST A DISTANCE OF 43.29 FEET TO THE NORTHMOST CORNER OF A TRACT OF LAND GRANTED TO THE City of Carmel AS DESCRIBED IN INSTRUMENT #200100068141 IN SAID RECODER'S OFFICE; THENCE SOUTH 44 DEGREES 22 MINUTES 34 SECONDS WEST A DISTANCE OF 143.38 FEET TO THE NORTHEAST CORNER OF LOT 3 IN NOBLESVILLE MEDICAL ARTS BUILDING, AS PER PLAT THEREOF, RECORDED IN PLAT CABINET 2, SLIDE 712, AS INSTRUMENT #200100082599, IN SAID RECORDER'S OFFICE; THENCE NORTH 89 DEGREES 30 MINUTES 00 SECONDS WEST ALONG THE NORTH LINE OF SAID LOT A DISTANCE OF 249.70 FEET TO THE POINT OF BEGINNING, CONTAINING 1.849 ACRES. GENERAL SITE NOTES CONTRACTOR SHALL RECOGNIZE RESPECTIVE WORK AND RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ARCHITECT OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS, PRIOR TO THE START OF CONSTRUCTION. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOIL CONDITIONS. 3. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF THE CONTRACT ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR.THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 4. CONTRACTORS SHALL CONSULT ARCHITECTURAL, PLUMBING AND ELECTRICAL PLANS FOR: INVERT ELEVATIONS AND EXACT LOCATION OF DOWN SPOUTS, WATER LINES, GAS LINES, TRANSFORMER'S PAD OR POLE, ETC. 5. ALL PAVEMENT PATCHING DUE TO UTILITIES INSTALLATION; CONSTRUCTION OF CURBS, ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BE PATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTING SECTION BY THE CONTRACTOR DOING THE WORK. 6. ALL GRASS AND/OR SHRUBBERY DISTURBED BY NEW CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 7. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION. 8. ALL PIPE LENGTHS SHOWN ON DRAWINGS ARE FOR HYDRAULIC CALCULATION PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE EXACT LENGTHS REQUIRED FOR ACTUAL INSTALLATION. 9. CONSTRUCTION OF ALL SEWER LINES AND STRUCTURES SHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODE, RULES AND REGULATIONS. 10. SITUATION AND TOPOGRAPHIC SURVEY PROVIDED BY: 40th PARALLEL SURVEYING, LLC 11, REPAIR, REPLACE OR MAINTAIN ANY/ALL EXISTING UTILITIES WITHIN LIMITS OF CONSTRUCTION. 80 12. FOR ALL WORK WITHIN LIMITS OF RIGHT-OF-WAY SEE D.O.T. STANDARD DETAILS. 13. ALL DIMENSIONS SHALL BE TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 14. ALL RADII SHALL BE 5' UNLESS OTHERWISE NOTED. 15. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 16. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. 17. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 18. HANDICAPPED RAMPS AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODES WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL, STATE, CITY OR LOCAL AGENCIES. THE AMOUNT, LOCATION AND SIZE SHALL BE PER THE DIRECTION OF THE GOVERNING AGENCY. 20. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL AND OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER EXPECTABLE METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 21. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 22. COORDINATE ALL WORK WITH COUNTY, CITY OR GOVERNING UTILITY AT LEAST 48 HOURS PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. SIDEWALK EXTENSION ALONG ELM STREET IS RESPONSIBILITY OF THE CITY OF CARMEL. THE LAND IS NOT PART OF THIS PROJECTS SITE, AND CAN THERFORE NOT BE CHANGED BY OUR DESIGN. SITE ANALYSIS TAKE ZONING COMMERCIAL TOTAL PARCEL AREA 7,489.66 SOFT = 0.2167 AC PAVEMENT/SIDEWALK AREA (.85) PAVEMENT/SIDEWALK = 2,748.56 SOFT GRAVEL AREA (.85) GRAVEL = 3,472.27 SQFT BUILDING AREA (.90) BUILDINGS = 1,168.58 SOFT GRASS/TREES AREA (.30) GRASS/TREES = 98.63 SQFT LOT COVERAGE RATIO LOT COVERAGE RATIO = 36.70% TOTAL DISTURBED AREA 278.96 SQFT EXISTING SITE RUNOFF (q10) DEVELOPED SITE RUNOFF (q10) Qd=CIA Qd=CIA Cw=(Ci X ai)/A Cw=(Ci X ai)/A Cw=(0.9*0.027+0.85*0.143+0.3*0.002)/0.217=0.6749 Cw=(0.9*0.033+0.85*0.137+0.3*0.002)/0.217=0.6764 10 } Tc=5min; 1=7.62 in/hr 10 J Tc=5min; 1=7.62 in/hr Q=(0.675)*(7.26)*(0.217)=1.063cfs Q=(0.676)*(7.26)*(0.217)=1.065cfs BADGE R ENGINEERING 990 W . Oak Street City of Carmel Zionsville, IN 46077 Design By (765) 485-0000 CCB DEMOLITION NOTES: 1) REMOVE EXISTING SHED COMPLETE. 2) REMOVE EXISTING PATIO. 3) REMOVE EXIST DRIVEWAY. 4) REMOVE EXISTING RAIL ROAD TIES. 5) REMOVE EXIST CONCRETE 8c CONCRETE STEPS. Site Plan vale 12/ 1 1 /21 ° Great Growin9 Job No.21-001 Clay Township, Hamilton County, Indiana Scale 1 „=10' Drawn By Checked By Approved By DMD Sheet No. C200 4444 4444 i i i i i i i i i i YIELD Gp�G LANDSCAPING OF THIS PROJECT SITE IS INTENDED TO BE EITHER ENHANCED OR PRESERVED. RETAIN AS MUCH OF THE EXISTING FLORA AS POSSIBLE DURING CONSTRUCTION. I I �5� I I I I I I I 5� / k o. / Q� �C f s� c� ry cf) LEGEND Existing Building Edge of Pavement Face of Curb Contour Major Contour Minor Property Line Concrete Existing Storm Drain Existing Street Lamp U-Shaped Bike Rack Existing Yield Sign Existing Tree , 1 5 ,50 5 0 G� 0 $00 /YIELD I 4° 41 / L < � c �G. 41 / I T99h �o ti - 0 I I I Gp I I I ` I \ CIO OAP / 1° / / / / �� // 1 .. ..<L' i • • \ \<\ L � e 3 6 g L' 4 0 V L L' K< 5 1`L,�V•J�PJ J� L 1 L . , <. L .1 < l Al �,�,��,,y1 *o�P ° oR °I 1 G �.. t L 9 • `•`• �T ` ,1 ' �, • ;�P � ti LOT 2•• <gO�G G 6 4 421 Rangeline Rd. 1.1 , k� . , :: _••.:.,:. e 6� I� , �Og P� 1 • • ..�� G GRADING PLAN_ GRAPHIC SCALE ( IN FEET ) 1 inch = 10 ft. 01V0- - -- -- - (0 cue �6 0W Y J SHED j co k0 00 \ '�0� �Q. LOT 3 I 1k I �Q. 431 Rang-elihe Rd. I BENCHMARK DATA REFERENCE BENCHMARK: TBM MONUMENT TYPE: HUB AND CAP SET GENERAL LOCATION: SOUTHWEST OF HOUSE COORDS: 1725404.05 N, 198959.78 E ELEV: 820.18' NAD83 \,,,,,III,,,," C. N0. 910326 = No. Date Revision STATE OF 1. 01 06/22 Revisions per Carmel �•� /WD / B ADGE R ENGINEERING 990 W. Oak Street City of Carmel Zionsville, IN 46077 Design By (765) 485-0000 CCB GENERAL NOTES: 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, 2010 EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. CONTRACTORS SHALL CHECK WITH ENGINEER PRIOR TO START OF CONSTRUCTION TO VERIFY DATE OF PLANS. MINOR CHANGES MAY BE MADE IF ALL REVIEWING AGENCY APPROVALS ARE NOT GRANTED BEFORE BIDDING. CHANGES IN COST SHALL BE NEGOTIATED PRIOR TO PHYSICAL CONSTRUCTION AND BASED ON UNIT PRICES SUBMITTED ON THE CONTRACT. 3. CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND INVERT ELEVATION ALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION. 4. BACKFILL AROUND ALL STRUCTURES AND IN ALL TRENCHES BENEATH PAVED AREAS SHALL BE COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 211. 5. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTION TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 6. ALL EXISTING CASTINGS THAT ARE TO REMAIN ARE TO BE ADJUSTED BY THE CONTRACTOR TO CONFORM WITH PROPOSED GRADES. 7. SEE SHEET C201 FOR SITE LAYOUT INFORMATION. 8. SEE SHEET C600 FOR UTILITY PLAN. 9. SEE SHEET C401 FOR SOIL EROSION CONTROL. 10. SEE SHEET C300 FOR SITE DETAILS. 11. MAXIMUM LAWN SLOPE IS 3:1. 12. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 13. TC = TOP OF CURB = TOP OF CASTING 14. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 15. ALL SPOT ELEVATIONS ARE ON U. S. G. S. DATUM 16. COMPACTED "B" BORROW BACKFILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. GRADING NOTES: 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING AREAS AFTER INSTALLATION AND CORRECT DEFICIENT AREAS. 2. PROVIDE SMOOTH TRANSITION FROM NEW ARES TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH TACK COAT MATERIAL. THIS INCLUDES NEW ASPHALT WHICH HAS COOLED OR BETWEEN LIFTS. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING UTILITIES SO AS NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO THE EXISTING SYSTEM. 5. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 112" BELOW PAVEMENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 6. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS THESE AREAS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. 7. NO GRADING, EXCAVATION OR STOCKPILING SHALL OCCUR WITHIN THE AREA MARKED AS OUTSIDE THE CONSTRUCTION LIMITS. STORM SEWER SPECIFICATIONS: 1. STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION SHALL APPLY FOR ALL WORK AND MATERIALS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT SECTION 715. 2. BACKFILL AROUND ALL STRUCTURES AND CUTS UNDER PAVED AREAS WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SECTION 21.1 AND 715. 3. SEE STANDARD DETAIL SHEET FOR CONSTRUCTION DIMENSIONS OF STORM STRUCTURES. MANHOLE, INLETS AND CATCH BASINS SHALL BE IN ACCORDANCE WITH INDOT SECTION 720. PRECAST CONCRETE AND STEEL FOR MANHOLES AND INLETS SHALL BE IN ACCORDANCE WITH ASTM C-478. 4. STORM SEWER DISCHARGE AREAS AND INVERTS ARE TENTATIVE AND ARE SUBJECT TO FIELD MODIFICATIONS BY THE ENGINEER OR HIS REPRESENTATIVE. THE CONTRACTOR WILL BE REIMBURSED FOR ANY ADDITIONAL LABOR AND MATERIALS NECESSARY TO COMPLETE MODIFICATIONS ACCORDING TO THE UNIT PRICES SUBMITTED BY THE CONTRACTOR OR THE CONTRACT AMOUNT. 5. THE CONTRACTOR SHALL PROVIDE AT LEAST 1' OF COVER OVER ALL STORM SEWERS, UNLESS OTHERWISE INDICATED BY PLANS. 6. ALL DRAINAGE PIPE AND STORM SEWER OUTFALLS TO RECEIVING MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH HAMILTON CO. STANDARDS FOR STORM SEWERS. 7. CASTINGS NUMBER SHALL BE AS SHOWN ON APPLICABLE DETAIL FOR MANUFACTURER, TYPE AND NUMBER. ALL CASTINGS SHALL BE NEENAH OR EAST JORDAN APPROVED EQUAL. 8. ALL SSD TO 6" DOUBLE -WALL, SMOOTH BORE PERFOORATED PIPE. 9. ALL STORM SEWER SHALL BE CLEANED AND TELEVISED AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED. Site Grading Date 12/ 1 1 /21 9 Great, Growi � s Job No. 21 -001 Clay Township, Hamilton Cou ty, Indiana Scale 1 "=10' Drawn By Checked By Approved By MKT Sheet No. C201 TYPICAL ASPHALT PAVEMENT SECTION NOT TO SCALE C300 PROPOSED GRADE 1 /8"/FT. SLOPE MIN. 1-1/2" 1 1 1 1 1 1 I 6x6, W1.4xW1.4, WWF COMPACTED SUBGRADE NOTES: 1. SAWED JOINTS SHALL BE CUT 1/4 DEPTH OF TOTAL THICKNESS OF SLAB. 2. CURB SHALL HAVE 1/2" EXPANSION JOINTS 40'-0" MAX. AND @ ENDS OF RADII. CONTROL JOINTS @ 10'-0" MAX. UNLESS OTHERWISE NOTED. CONCRETE WALK DETAIL 2 NOT TO SCALE C300 STAINLESS STEEL Ln SUB -GRADE U-SHAPED BIKE RACK s NOT TO SCALE C300 24"x1/2 DIA. SMOOTH BAT AT 18" O.C. GREASE AND DOWEL CAP w/ BAR STOP AT BOTH ENDS 1/2" SEALANT a a' d 4 �uf1/2" EXP. JNT. FILLER EXPANSION JOINT o �1/8" SAWED OR TOOLED CONTROL JOINT d ' .dn n e o m a' ,d . CONTROL JOINT 24"xi/2" DIA. DEFORMED TIE BAR @ 18" O.C. d o ,. d C, A4 d 'd LONGITUDINAL JOINT NOTE: CONSTRUCT EXPANSION JOINTS AT 40' MAX. AND CONTROL JOINTS AT 6' MAX. UNLESS OTHERWISE NOTED. CONCRETE JOINT DETAILS 3 NOT TO SCALE C300 �972ons IN ALL STRIPES TO 4" PAINTED 4" TYP, HANDICAP PARKING SYMBOL a NOT TO SCALE C300 L�__ L VAN ACCESSIBLE PARKING 1" RAD. ALL CORNERS III I,,, 910326 STATE OF �SEONAL EG'' 12" 18 GUAGE HOT DIP GALVANIZED NON -REFLECTIVE BLUE SURFACE SILKSCREEN WHITE LETTERS PARKING ONLY 1" RAID . ALL CORNERS 12" 7' ABOVE ' FINISHED GRADE POST SHALL BE 2" O.D. GALVANIZED STEEL WITH GALVANIZED CAP. SET 12' LONG POST 3.5' INTO GROUND. ACCESSIBLE SIGNAGE 5 NOT TO SCALE C300 4" TOP OF ASPHALT 6x6, W2.9xW2.9 WWF PAVEMENT ELEV. °. ° p 00°° g3 °°°� °° ° COMPACTED AGGR. BASE #53 REINFORCING STEEL TO BE — EXTENDED INTO CONC. APRON 1/2" JOINT SEALANT CONCRETE STOOP s NOT TO SCALE C300 1/2" PREMOLDED EXPANSION JOINT MATERIAL 3" DOME FILL POST WITH CONCRETE PAINT TRAFFIC YELLOW 0 6" DIAMETER - SCHEDULE 40 STEEL PIPE 1 " CROWN GRADE SURFACE .o D G CONCRETE FOOTING N O Li D, o D, 12" DIA. MIN. PIPE BOLLARD r7 NOT TO SCALE C300 GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 ANY TREES THAT HAVE BEEN DROPPED DUE TO CONSTRUCTION ARE TO BE MULTCHED FOR USE IN THE LANSCAPING AREAS. EROSION CONTROL PLAN STORMWATER POLLUTION PREVENTION PLAN y AREAS TO BE USED FOR TOP SOIL STOCKPILE AREAS TO BE PAVED 5V" PIPE RIP -RAP -}-50' MIN. �� TEMPORARY TEMPORARY CONSTRUCTION DRIVE CONSTRUCTION DRIVE W W J W W W PERMANENT SEEDING • W JW W W W W W W W W EROSION CONTROL BLANKET SF SILT FENCE °°° °°° °°° DITCH (C E) INLET SEDIMENT PROTECTION (SEE DETAIL) SEDIMENT BAG PROTECTION (SEE DETAIL) Know what's below. Call before you dig. \y` PN C. STE/,,,�o GF N 0. 910326 J3 STATE OF O� /iVDl AN P ASSZONAL llllllll ��� PURPOSE: The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to establish the procedures and equipment required to prevent the discharge of oil and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the surface of the water or adjoining p J g shorelines. The Plan also establishes the activities required to mitigate such discharges (i.e., countermeasures) should they occur. FACILITY DESCRIPTION: The building consists of a one story residence for a small retail business. The building will have public sanitary sewer and public water. There are no above or underground tanks at this facility. SCOPE: Definitions: Oil: means oil of any kind or in any form, including but not limited to petroleum, fuel oil, sludge, oil refuse, and oil mixed with wastes other than dredged soil. Discharge: includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, emptying, or dumping. Navigable Waters: means all waters of the United States that are connected with a navigable stream, lake, or sea. (Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a navigable stream. FIRE CONTROL: a) Portable ABC fire extinguishers are located on construction equipment and the construction trailer(s) throughout the site. b) The Noblesville Fire Department PLAN REVIEW AND AMENDMENTS: This Plan shall be reviewed and/or amended, if necessary whenever there is a change in the corporate boundary, construction, operation, or maintenance which materially affects the site's potential for the discharge of regulated material. PREDICTION OF POTENTIAL SPILLS: 1. Nearest Navigable Water On -site detention pond 2. Drainage System All storm drainage leaves the site by open ditches and closed storm systems to the dry detention pond on the East, and then through ditch systems to the River Avenue System. 3. Possible Spill Source The possible sources of an oil spill are limited to parked cars/delivery trucks leaking. Other possible sources of spills would be from refueling lawn mowing or other yard equipment. These types of spills would be contained immediately with absorbent materials, such as saw dust, kitty litter or sand. 4. Groundwater Contamination The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of groundwater contamination. The facility does have city sanitary sewer and city water. 5. Potential air borne pollutants are, Diesel Exhaust, Burning of trash and wind borne silt and looses from site construction equip. 6. Use designated area to contain fuels and other contaminants. Use secondary containment for these items. ALERT PROCEDURE FOR SPILLS: 1. Any personnel observing a spill of oil will immediately instigate the following procedure: a) Dialing (911) from any telephone. b) Notify the owner of the property c) Notify the appropriate emergency personnel. (911) Carmel Fire De to artment. p p 2. The Emergency Coordinator will then take the following actions: a) Notify maintenance to barricade the area allowing no vehicles to enter or leave the spill zone. b) Notify the Indiana Department of Environmental Management Office of Emergency Response by calling the appropriate telephone number: Office 317-233-7745 Toll Free 800-233-7745 Also the National Response Center at 800-424-8802 and provide the following information: • Time of observation of the spill • Location of the spill • Identity of material spilled • Probable source of the spill • Probable time of the spill • Volume of the spill and duration • Present and anticipated movement of the spill • Weather conditions • Personnel at the scene • Action initiated by personnel c) Notify the Carmel Fire Department, Phone: 9-1-1 d) Notify the Hamilton County Sheriffs Department, Phone 9-1-1 e) Notify waste oil recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. f) Coordinate and monitor cleanup until the situation has been stabilized and all oils has been eliminated. g) Cooperate with the IDEM-OER on procedures and reports involved with the event CLEAN-UP PARAMETERS: 1. The Emergency Coordinator shall be continually kept informed by his staff and maintain lists of qualified contractors and available Voc-trucks, tank pumpers and other equipment readily accessible for cleanup operations. In addition, a continually updated list of available absorbent materials and cleanup supplies on site will be at his disposal. 2. All maintenance personnel will be made aware of techniques for prevention of spills of petroleum materials. They will be informed of the requirements and procedures outlined in this plan. They will be kept abreast of current developments or new information on the prevention of oil spills and/or necessary alterations to this plan 3. When spills occur which could endanger human life and this becomes a primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in a manner subject to the approval of the Indiana Department of Environmental Management 5. Flushing of spilled materials with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. SEASONAL SOIL PROTECTION CHART STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUU- JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT A /I/� * SEEDING DORMANT B B SEEDING TEMPORARY C E *D SEEDING SODDING F** G MULCHING A = KENTUCKY BLUEGRASS 100 LBS/ACRE; CREEPING RED FESCUE 100 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE *W = IRRIGATION NEEDED DURING FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY JUNE, JULY, AUGUST AND/OR SEPTEME 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX., OR EQUIVALENT, FERTILIZER. ** = IRRIGATION NEEDED FOR B = KENTUCKY BLUEGRASS 120 LBS/ACRE; CREEPING RED FESCUE 120 LBS/ACRE; 2 WEEKS AFTER SUPPLYING SOD PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX., OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX., OR EQUIVALENT, FERTILIZER. D = WHEAT OR RYE 2 BUSHELS/ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX., OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS/ACRE (1 LB/1000 SQ. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400-600 LBS./ACRE OF PHOSPHOROUS FREE FERTILIZER MIX. F = SOD G = STRAW MULCH 2 TONS/ACRE SEED MIXTURES EROSION CONTROL - RIGHT-OF-WAY MATERIALS 1. SYNTHETIC FILTER FABRIC SHOULD BE A PERIVOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE YARN AND SHOULD BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: SYNTHETIC FILTER FABRIC REQUIREMENTS PHYSICAL PROPERTY REQUIREMENTS FILTER EFFICIENCY 75% (MIN) TENSILE STRENGTH AT EXTRA STRENGTH- 20% (MAX) ELONGATION 50 lbs./lin. in. (MIN) STANDARD STRENGTH- 30 ibs./lin. in. FLOW RATE 0.3 gal./sq. ft./min. (min) 2. BURLAP SHOULD BE 10 OUNCE PER SQUARE YARD FABRIC. ER 3. POSTS FOR FILTER FENCES SHOULD BE EITHER 4" DIAMETER WOOD OR 1.33 POUNDS PER LINEAR FOOT STEEL WITH A MINIMUM LENGTH OF 5'. STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING WIRE TO THEM. 4. STAKES FOR FILTER FENCES SHOULD BE 1"X2" WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3'. 5. WIRE FENCES REINFORCEMENT FOR SILT FENCES USING STANDARD STRENGTH FILTER CLOTH SHOULD BE A MINIMUM OF 42" IN HEIGHT, A MINIMUM OF 14 GAUGE AND SHOULD HAVE A MAXIMUM MESH SPACING OF 6". CONSTRUCTION TEMPORARY: PERMANENT: LAWN AND HIGH MAINTENANCE AREAS: WHEAT OR RYE OR, 2 BU/AC SPRING OATS 3 BU/AC KENTUCKY BLUEGRASS 40 LB/AC CREEPING RED FESCUE 40 LB/AC DORMANT SEEDING: OR, PERENNIAL RYEGRASS 170 LB/AC (TURF TYPE) TO BE USED DURING PERIODS WHEN AND, WHEAT OR RYE 2 BU/AC SOIL TEMPERATURES ARE TOO LOW FOR SEED GERMINATION, (f50' F, ALTERNATE SEED MIXTURE FOR DRAINAGE AREAS: APPROX. NOV 15 THRU FEB IN IND.) KENTUCKY BLUEGRASS 20 LB/AC DURING THIS PERIOD, IF SOIL TEMP. SMOOTH BROME GRASS 10 IS BELOW 50% APPLY SEED & SWITCH GRASS 3 MULCH AS USUAL.. IF SOIL TEMP IS TIMOTHY 4 ABOVE 50', MULCH, THEN APPLY PERENNIAL RYEGRASS 10 SEED OVER MULCH WHEN SOIL TEMP (TURF TYPE) IS BELOW 50'. INCREASE SEEDING WHITE OR LADINO CLOVER 1-2 RATES 50%. RYE, WHEAT OR OATS 2 BU/AC FERTILIZE W/1000 LB PHOSPHOROUS FREE MIX/ACRE MULCH WITH 1 1/2 TO 2 TONS STRAW PER ACRE EROSION CONTROL MEASURES AND SCHEDULE 1. THE CONTRACTOR SHALL DEMOLISH THE EXISTING HOUSE AS WEL_ AS REMOVE THE SEPTIC TANK AND DISCONNECT ALL UTILITIES. 2. USE THE EXISTING GRAVEL DRIVEWAY AS THE CONSTRUCTION ENTRANCE. 3. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES SILT TRAPS AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 4. CONTRACTOR SHALL MAINTAIN THE EXISTING CONSTRUCTION ENTRANCE OR SOME OTHER APPROVED EROSION CONTROL PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED ONTO EXISTING ROADWAYS OR PAVEMENTS. 5. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION, WHENEVER POSSIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. WHEN GRADING IS COMPLETED, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE. 6. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 7. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 8. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 9. CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR. 10. ONCE ONSITE EROSION AND SILTATION OF THE SITE WILL NO LONGER OCCURS. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 11. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS. 12. EROSION CONTROL IS TO COMPLY WITH INDIANA 327 IAC AND RULE 5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. 13. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. 1. THE HEIGHT OF THE BARRIER SHOULD NOT EXCEED 36" (HIGHER BARRIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE). 2. THE FABRIC SHOULD BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHOULD BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6" OVERLAP, AND SECURELY SEALED. 3. POSTS SHOULD BE SPACED A MAXIMUM OF 10' APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12"). WHEN EXTRA STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'. 4. A TRENCH SHOULD BE EXCAVATED APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHOULD BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY 1" WIRE STAPLES, TIE WIRES OR HOG RINGS. THE WIRE SHOULD EXTEND INTO THE TRENCH A MINIMUM OF 2" AND SHOULD NOT EXTEND MORE THEN 36" ABOVE THE ORIGINAL GROUND SURFACE. 6. THE STANDARD STRENGTH FILTER FABRIC SHOULD BE STAPLED OR WIRED TO THE FENCE, AND 8" OF THE FABRIC SHOULD BE EXTENDED INTO THE TRENCH. THE FABRIC SHOULD NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHOULD NOT BE STAPLED TO EXISTING TREES. 7. WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO. 6 APPLYING. 8. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 9. FILTER BARRIERS SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. SILT FENCE MAINTENANCE REQUIREMENTS 1. INSPECT SILT FENCE AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS OR BECOMES INEFFECTIVE, REPLACE THE AFFECTED AREA IMMEDIATELY. 3. REMOVE SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL FENCE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS 1. INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH STORM EVENT. 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. PROMPTLY REPLACE ANY DISPLACED RIPRAP. 6. AFTER ALL DISTURBED AREAS HAVE BEEN STABILIZED, REMOVE THE STRUCTURE AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. EROSION CONTROL BLANKET MAINTENANCE REQUIREMENTS 1. INSPECT EROSION CONTROL BLANKET PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF ANY AREA SHOWS EROSION, ADD SOIL AND RE -SEED THE AREA, RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE COVER IS ESTABLISHED, CHECK THE AREA PERIODICALLY. TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS 1. INSPECT ENTRANCE WEEKLY AND AFTER EACH STORM EVENT OR HEAVY USE. 2. RESHAPE ENTRANCE AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. ADD 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. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE WEEKLY, REMOVE EXCESS DIRT ON STONE INSTALL FIRST - USE EXISTING RESIDENTIAL DRIVE 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 AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED, SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED 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 NOTE: DRAWING IS FOR EROSION CONTROL ONLY 1 SET POSTS AND POST EXCAVATE A 2 STAPLE THE 4"X4" TRENCH WIRE WIRE MESH UPSLOPE ALONG FENCING FENCING TO THE LINE OF EACH POST THE POSTS. TRENCH 4"X4' �rrrrnn 3 ATTACH THE 4 BACKFILL THE FILTER �_ FILTER FABRIC FILTER TRENCH AND FABRIC TO THE WIRE FABRIC COMPACT THE FENCING AND EXCAVATED SOIL. EXTEND IT INTO THE TRENCH Storm Grate Lift Straps Manageable _ - Reinforces 2 foot , 0 containment i Q Comers 1 � Optional area 1 � �111 y i outflow 1 1 I 5 4 ports 1 I I 1 1 1 Dumping I � `straps I t ISOMETRIC ASSEMBLY Storm grate w�unuyuvic � ivvi containment area I I I I I I I I Optional flow ports I I I I � I I Dumping straps ISOMETRIC ASSEMBLY NOTES: 1. Remove the grate from the catch basin. 2. Stand grate on end. Move the top lifting straps out of the way and place grate into the unit so that the grate is below the top straps and above the lower straps. The grate should be cradled between the upper and lower straps. 3. Holding the lifting straps, insert the grate into the inlet, being careful that the grate remains in place and being careful not to damage the unit. 4. Remove all accumulated sediment and debris from the vicinity of unit after each storm event. 5. After each storm event and at regular intervals, look into the unit. If the unit is more than 1/3 full of accumulated sediment, the unit must be emptied. 6. To empty the unit, using the lifting straps lift the unit out of the inlet and remove the grate. Transport the unit to an appropriate location for removal of contents. Holding the dumping straps on the bottom of the unit, turn the unit upside down, emptying the contents. Reinstall unit as above. INLET PROTECTION DETAIL NO SCALE 1n' Edlnl 10 MIL. PLASTIC LINING - 3' STAKE (TYP.) 12" FILTER ROLL FILTER SOCK NOTES: 1. WASHOUT LOCATION SHOWN ON EROSION CONTROL PLAN. 2. DRY CONCRETE TO BE REMOVED FROM SITE PERIODICALLY AND DISPOSED OF BY APPROVED METHODS. LATH & FLAGGING 3. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED ON ALL SIDES 12" FILTREXX FILTER SOCK STAKE TYPICAL) ECTION: WITHIN 30 OF THE TEMP. CONCRETE WASHOUT FACILITY. 1 A MIL PLASTIC LINING TO EXTEND TO CONCRETE WASHOUT (BELOW GRADE) FILTER SOCK NO SCALE ASSESSMENT OF CONSTRUCTION PLAN ELEMENTS (SECTIONA): Al) Index showing locations of required Plan Elements: See Erosion Control Plan. A2) 11-inch by 17-inch plat showing building lot numbers/boundaries and road layout/names: See Drainage Calculations. A3) Narrative describing the nature and purpose of the project: The project consists of construction of a small building addition and new front entrance. The proposed site will utilize the existing driveway and parking system. Access will be the existing alley. See Site Layout Plan. A4) Vicinity map showing project location: See Title Sheet. A5) Legal Description of the Project Site (Include Latitude and Longitude): The subject site is located at the Southeast corner of the intersection of W. Elm Street and S. Rangeline Road, City of Carmel Indiana. Latitude North 39.97512 degrees, Longitude West-86.12674 degrees. A6) Location of all lots and proposed site improvements: See Grading & Utility Plan. A7) Hydrologic unit code: 05120201090030. A8) Notation of any State or Federal water quality permits: None. A9) Specific points where stormwater discharge will leave the site: Stormwater will be routed to existing storm sewers, which will outlet to the White River. A10) Location and name of all wetlands, lakes, and watercourses on and adjacent to the site: None. All) Identification of all receiving waters: White River. Al2) Identification of potential discharges to ground water: None. A13) 100-year floodplains, floodways, and floodway fringes: The subject site is not located within the 100 year floodplain. A14) Pre -construction and post -construction estimate of Peak Discharge: Pre -development Flow Q=2.80cfs Post -development Q=O.19 cfs A15) Adjacent landuse, including upstream watershed: Adjoining Land Conditions North: Residential South: Small Business Using Existing Residential East: Commercial West: Residential A16) Locations and approximate boundaries of all disturbed areas: The addition will be the only disturbed area which comes out to be 285 sgft. A17) Identification of existing vegetative cover: See the Erosion Control Sheet C400. A18) Soils map including soil descriptions and limitations: See Erosion Specifications Sheet C401 for soils map and soils information. A19) Locations, size and dimensions of proposed stormwater systems: See Grading Sheet C401. A20) Plans for any off -site construction activities associated with this project: None. A21) Locations of proposed soil stockpiles and/or borrow/disposal areas: None. A22) Existing site topography at an interval appropriate to indicate drainage patterns: See Topographic Survey C200. A23) Proposed final topography at an interval appropriate to indicate drainage patterns: See Grading Plan. ASSESSMENT OF STORMWATER POLLUTION PREVENTION PLAN (SECTIONS B & C): 131) Description of potential pollutant sources associated with construction activities: The possibility of leaking material or fuel storage areas, or a leaking vehicle or equipment, etc. from construction activities exists. 132) Sequence describing stormwater quality measure implementation relative to land disturbing activities: See Erosion Control Plan. 133) Stable construction entrance locations and specifications: See Erosion Control Plan. 134) Sediment control measures for sheet flow areas: Silt fence to be installed as depicted on the Erosion Control Plan. 135) Sediment control measures for concentrated flow areas: There are no ares of concentrated flow areas. 136) Storm sewer inlet protection measure locations and specifications: Stormwater will be collected using existing systems. 67) Runoff control measures: See Grading Sheet C401. 138) Storm water outlet protection specifications: Stormwater will be collected using existing systems. 139) Grade stabilization structure locations and specifications: See Erosion Control Plan. 1310) Location, dimensions, specifications, and construction details of each stormwater quality measure: None. Bl l) Temporary surface stabilization methods appropriate for each season: See Erosion Control Plan. 1312) Permanent surface stabilization specifications: See Erosion Control Plan. 1313) Material handling and spill prevention plan: Contact the Environmental Management Department (888) 233-7745 at anytime immediately after an emergency spill occurs. Contact the owner of the contaminated property. Review the Material handling and spill prevention plan on the Erosion Control Plan. 1314) Monitoring and maintenance guidelines for each proposed stormwater quality measure: See Erosion Control Plan. 1315) Erosion & sediment control specifications for individual building lots: See Erosion Control Plan. B17) Should dewatering be need on the project, then the City Engineer needs to be notified. Cl) Description of pollutants and their sources associated with the proposed land use: The possibility exists of storm water contamination from vehicular discharges or other hydrocarbons, grit (sediment) from wearing of road surfaces and falling or washing off of vehicles, trash from littering, and other improper disposals or storage. C2) Sequence describing stormwater quality measure implementation: See Erosion Control Plan. C3) Description of proposed post construction stormwater quality measures: None. C4) Location, dimensions, specifications, and construction details of each stormwater quality measure: None. C5) Description of maintenance guidelines for post construction stormwater quality measures: All swales, storm inlets, pavement, and ponds will be kept clean of all debris and trash at all times. All swales will be maintained with grass cover and will be replanted if required. See BMP Manual for specific details. 1. A stormwater management easement and maintenance agreement is required for each facility. The maintenance covenant must require the owner of the grassed swale to periodically clean the structure. A copy of the easement is included in the copy of the BMP Operations & Maintenance Manual. 2. The easement provides adequate access for inspection and maintenance. 3. Dry swales shall be maintained to keep grass cover dense and vigorous. 4. At a minimum, maintenance shall include periodic mowing, occasional spot reseeding, and weed control. Swale grasses must never be mowed close to the ground. Grass heights in the 4 to 6 inch range are recommended. 5. Fertilization of grass swale shall be done when needed to maintain the health of the grass, with care not to over -apply the fertilizer. 6. Remove sediment accumulated in forebay when it is 50 % full. GENERAL NOTES: 1) These documents are subject to periodic revisions per requests of the client and or governing agencies. It is the holder's responsibility to verify the most current issue prior to any use. 2) All methods of controlling the erosion of soils and sediment on this site shall be performed in accordance with the County Soil and Water Conservation guidelines for urban development. 3) All land alterations, which strip the land of existing vegetation, including but not limited to regrading of a specific area, shall be done in such as way as to minimize erosion. Whenever feasible, natural or existing vegetation shall be retained, protected and supplemented. 4) The duration of time in which an area is left exposed shall be kept to a practical minimum. The area should be stabilized as quickly as feasibly possible. 5) Temporary vegetation or other erosion control methods shall be used to protect exposed areas during development. 6) All permanent erosion control measures, final vegetation, and structural erosion control devices shall be installed as soon as practical under development or site circumstances. 7) Sediment in water run off shall be trapped by the use of approved methods such as debris basins, silt fence, and siltration sumps until the disturbed area is stabilized. These methods shall be in place prior to any land alterations commence. 8) All installed trapping devices to be periodically inspected during dry periods and after each rainfall by site general contractor for performance of intended function. Any devices determined incapable of performing intended function shall be replaced. 9) Site Contractor shall maintain erosion control measures and devices as required throughout construction until a vegetative cover has established sufficiently to prevent erosion of the soils. 10) The site contractor shall have available on site a water source capable of applying water to dry exposed soil to prevent wind erosion. The application of water shall be at a rate that does not create surface run off. 11) All constructed grades at boundary lines shall match with the existing grades prior to construction. 12) During all phases of construction of this site, the General Contractor, Site Contractor, Owner, and any and all Sub -Contractors shall practice measures to prevent and obstruct the erosion of soils due to the actions of water and wind. All erosion and sediment control measures shall be inplace prior to any earth moving activity. 13) It will be the responsibility of each contractor to verify the existence and condition of all utilities (aerial and subterranean) prior to and pertaining to their phase of the construction project. Any existing utilities or drain tiles damaged during construction need to be replaced, repaired, or incorporated into the development. 14) It shall be the contractors responsibility to contact the respective utility companies representatives for the proper locations of proposed utilities prior to construction or installation. The contractor shall notify in writing to the site designer and owner of any changes, omissions, or errors found within these documents or in the field before work is started or resumed. 15) Per Indiana State Law (IS-69-1991), it is against the law to excavate without notification 2 working days prior to commencing work. 16) Unless otherwise noted, the Information pertaining to the size, location and disposition of existing utilities are as provided by the respective utility companies. Prior to any construction all utility companies should be contacted for field location of utility services. 17) During construction activity, a lineal straw bale dam shall be placed across any portion of the property where storm drainage exits the property. 18) At the time construction is to begiin, the driveway shall be constructed and a gravel base shall be installed from the road to the work site to prevent carrying dirt onto the roadways. Any dirt deposited on the roadway must be removed by hand methods, such as shovel or broom, the same day. Flushing the surface with water will not be allowed. IMPLEMENTATION SCHEDULE: 1) Construct straw bale dams at each swale outlet as they are installed. Maintain and replace bales as needed to provide adequate drainage and erosion control. 2) Construct driveways to each building site before any building construction is begun and maintain drive as needed. 3) Place a silt fence on areas having a slope of 2 % or greater and maintain as needed. 4) Place straw bale dams in any drainage ways leading off the lot. Maintain and replace bales as needed to provide adequate drainage and erosion control. 5) Seed site with the recommended seed mixture at no later than seven days from completion of any grading procedure. 6) In disturbed areas where work is not scheduled for 2 months, temporary seeding of wheat or rye needs to be added. All developed areas remaining undisturbed for 60 days need to be temporarily seeded and/or mulched. 7) Straw or hay materials applied at a rate of 1 %-2 tons/acre should be dry, not chopped, free of undesirable seeds and spread by hand or machine and must be crimped or anchored. Wood fiber or cellulose materials applied at a rate of 1 ton/acre and with a hydromulcher and use with tacking agent. Long fiber wood (excelsior) material applied at a rate of %-3/4 ton/acre and anchored in areas subject to wind. SEEDBED PREPARATION: 1) Apply lime to raise the pH to the level needed for species being seeded. Apply 2-3 pounds of 12-12-12 analysis fertilizer (or equivalent) per 100 sq. ft. (approximately 1000 lbs. per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and dertility will greatly enhance vegetative growth. 2) 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. 3) Select a seed mixture based on projected use of the area (figure 5-2) while considering best seeding dates see figure 5-3. If tolerances are a problem, such as soil tolerances adjacent to streets and highways, see figure 5-4 before final selection. 312 IAC 16-5-23 Spill reporting Authority: IC 14-37-3 Affected: IC 14-37 Section 23 (a) An owner or operator shall report all spills of oil or saltwater as required by Table 1 below: TABLE 1 SPILL REPORTING REQUIREMENTS: Size and Location of the Spill IN Dept. of Natural Resources More than 2000 gallons of oil or salt- Not more than 48 hrs water that is contained in a secondary after discovery of spill containment structure approved by the Dept. of Natural Resources More than 1000 gallons of oil or salt- Not more than 2 water that is not contained in a secondary hours after discovery containment structure approved by the of spill Dept. of Natural Resources Less than 1000 gallons but more than 42 Not more than 48 hours gallons of oil or saltwater that is not after the spill contained in a secondary containment structure approved by the Dept. of Natural Resources but is contained within the boundary of the facility. More than 55 gallons of oil that is not Not more than 2 contained within the boundary of the hours after discovery facility. of the spill Less than 55 gallons of oil or salt- Not more than 48 hours water that is not contained within after the discovery of the boundary of a facility the spill Any spill of oil or saltwater that Not more than 2 enters waters of the State. hours after discovery of the spill Any spill of oil or saltwater: Not more than 2 (1) that has not been cleaned up hours after discovery in accordance with section 24 of the spill of this rule; or (2) for which cleanup has not been started in accordance with Section 24 of this rule. Any spill of less than 42 gallons of No report required. oil or saltwater that does not enter waters of the State. IN Dept. of Env. Management (b) Spills required by Table 1 to be reported to the Indiana Department of Natural Resources must be reported to the Evansville Field Office by telephone at (812)-477-8773, or by facsimile at (812)-477-8952. (c) Spills required by Table 1 to be reported to the Indiana Department of Environmental Management must be reported to the Office of Environmental Response at (317)-233-7745 or (888)-233-7745 (toll free in Indiana). (d) Each report of a spill must include all of the following information. 1. The name, address, and telephone number of the person making the report. 2. The name, address, and telephone number of a contact person, if different than the person making the report. 3. The location of the spill, including lease name, township, range and section. 4. The time of the spill. 5. The identification of the substance spilled. 6. The approximate quantity of the substance that has been spilled or may be spilled. 7. The duration of the spill. 8. The source of the spill. 9. The name and location of waters damaged. 10. The identity of any response organization responding to the spill. 11. What measures have been or will be undertaken to perform a spill response. 12. Any other information that may be significant to the response action. (Natural Resources Commission; 312 IAC 16-5-23; filed Sept. 11, 2000, 3:31 PM: 24: IR 279) 312 IAC 16-5-24 Spill Cleanup Authority: IC 14-37-3 Affected: IC 14-37 Section 24 (a) An owner or operator shall clean up soils of oil, fluids contaminated with oil, or saltwater as required by this section. (b) Oil or fluid contaminated with oil that is confined within a secondary containment structure or collected as required by Section 22 of this rule must be: 1. remove within seventy-two (72) hours; 2. placed in a non -leaking storage tank; and 3. managed or disposed of in accordance with Section 27(a) of this rule. (c) Saltwater that is confined within a secondary containment structure or collected as required by Section 22 of this rule must be: 1. removed within seventy-two (72) hours; 2. placed in a non -leaking storage tank; and 3. disposed of in accordance with Section 27(b) of this rule. (d) Fluid placed in a non -leaking storage tank under subsection (b) or subsection (c) must be disposed of in accordance with Section 27 or this rule with in thirty (30) days after discovery of the spill unless additional time is approved by the division. (e) Soils contaminated with more than one (1) gallon of oil must be cleaned up as follows: 1. Soils that meet the conditions for remediation in Section 25(c) of this rule may be: a. remediate at the facility as required by Section 25 of this rule b. applied to lease roads in accordance with Section 27(a)(1) of this rule; or c. excavated and disposed of as required by Section 27(d) of this rule. 2. Soils that do not meet the conditions for remediation in Section 25(c) of this rule must be excavated and disposed of as required by Section 27(e) of this rule. (f) Soils contaminated with saltwater must be cleaned up as required by Section 26 of this rule. (g) Soils contaminated with oil that will be remediate under Section 25 of this rule must be managed to prevent discharge of oil to unaffected soil or waters of the State. (Natural Resources Commission; 312 IAC 16-5-24; filed Sept. 11, 2000, 3:31 PM: 24 IR 280) EMERGENCY RESPONSE NUMBERS: -INDIANA DEPARTMENT OF NATURAL RESOURCES: 812-477-8773 -INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT: 317-233-7745 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1. CONSTRUCTION EQUIPMENT: A) FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE GENERAL CONTRACTOR, OR DEVELOPER/OWNER, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. FJ B) EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C) ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING: A) EROSION CONTROL MEASURES SHOWN ON THE WITHIN PLAT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED HEREON. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B) LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION SHALL BE DISPOSED OF PROPERLY. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C) ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D) IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E) NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER: A) ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE GENERAL CONTRACTOR OR DEVELOPER/OWNER. THIS AREA IS TO BE A 3 FOOT DEEP, 10 FOOT SQUARE PIT. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER. 4. PAINT PRODUCTS: A) ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTAL CONTAMINATION, ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE APPROPRIATE AUTHORITIES SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. Aw. Hamilton County, Indiana Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 YmsB2 Miami Silt Loam -Urban Land Complex, 0 to 2 Percent Slopes 0.0949 100% SOILS MAP NO SCALE CONTACT PERSON FOR EROSION CONTROL AND SEDIMENT PRACTICES Great Growin's 421 S. Rangeline Road Carmel, Indiana 46032 Contact: Tel: (317) 709-7255 SEEDETAIL SHEETS FOR EROSION AND POLLUTION CONTROL DETAIL SAS REFERENCED HEREON \`,, I I I I I,''11 \ PN C \STE, 910326 - STATE OF SS�0NAL `�� EROSION CONTROL NOTES EROSION CONTROL 6. PROTECTION SANITARY SEWER SYSTEMS 2. MATERIALS 1. SUMMARY C. Manholes A. Repair damaged sediment control devices. 1. SCOPE OF WORK 1. Precast reinforced concrete manhole sections and A. Concrete - Concrete shall be ready --mixed concrete and A. Section includes provisions for temporary erosion controls B. Insure ex osed soil surfaces are not eroding. B. Thickness - In -place compacted thickness tested In P g' steps shall conform to ASTM C-478 latest revision. shall be a mix of proportioned fine and coarse aggregates required throughout the Work to control erosion and water The work under this section includes all sanitary sewers, manholes, P accordance with ASTM D 3549 will not be acceptable If Y with Portland cement and water. Minimum cement content pollution by using temporary construction entrances, C. Inspect and maintain the temporary construction entrances' cleanouts and related Items Including excavating and backfilling, exceeding following allowable variation: prepared subgrade 2. Castingshall be of uniform unlit free from blow shall be 6 bags per cubic yard of concrete and maximum controlled discharge outlets, berms, sediment basins, stone from accumulation of silt, mud, or other debris. necessaryto complete the work shown in the drawings, starting five quality, prior to paving. P 9 9 holes, porosity, hard spots, shrinkage distortion, water content shall be 5.5 US gallons per sack of cement, sediment dams, silt fences, brush barriers, baled hay and feet outside the buildingwalls. The ends of sewers shall be tightly P Y. P 9 straw, mulching,and temporary seeding. D. Prohibit vehicular traffic from crossing installed geotextile , Y or other defects. The shall be smooth and well Including moisture in the aggregate. Slump for normal P Y 9• 9 9 or capped at the terminal points, adjacent to buildings, y 1. Binder Course: Plus or minus 1/2 inch. fabrics. plugged PP P 1 9 cleaned b shot-blasting or some other approved weight concrete shall be a maximum of 4 inches and a pending the connecting of all such lines to the building drain as Y 9 Y PP 2. Surface Course: Plus or minus 1/4 inch. P 9 9 g method. The shall be coated with asphalt paint, minimum of 2 inches the slump of machine placed concrete B. Provisions are also included for riprap and geotextile fabrics specified in the plumbing specifications and architectural drawings. y P P P P 9 P g which shall result in a smooth coating, tough and shall be no less than 1-1/4 inches nor more than 3 inches for permanent slope protection as part of the Work. EARTHWORK 9. 9 C. Surface Smoothness -Test finished surface of each tenacious when cold, not tack or brittle. The Standard test C-143 shall be used to measure slump. 2. MATERIALS y Y Compressive strength of concrete at 28 days shall be 4000 hot -mixed asphalt course for smoothness, using 10- shall be gray iron meeting ASTM A-48 latest P 9 Y foot straightedge a lied parallel with and at right 2. SUBMITTALS 1. SCOPE OF WORKPP • P 9 revision. psi. All exterior concrete shall have air entrainment of 5% angles to centerline of paved area. Surfaces will not A. Sanitary Sewers to 8% b volume per ASTM C-260. Retem erin of 9 A. At least 96 hours prior to breaking ground submit to the A. Extent: The work required under this section consists of all y P P g be acceptable if exceeding the following tolerances 3. Joints - Manhole sections shall be jointed with delivered concrete will not be allowed. Concrete shall be Engineer all information required by the NPDES General excavating, filling, rough grading and related Items necessary to 1. All gravity plastic sewer pipe and fittings shall 1 for smoothness. 9 Y P P P 9 o type Permit for Storm Water pertaining to this project. complete the work indicated on the drawings and described in the conform to ASTM D-3034, SDR--35 and meet a rubber type gaskets. The rubber YP gaskets shall composed of: specifications. The Contractor shall notify in writing the owners and meet ASTM C-443 latest revision. When manhole and 1. Binder Course Surface: 1/4 inch. P Y 9 cell classification of 1 2454-C Flexible gasketed storm pipe are continuous) in water. 1. Portland cement - Conforming, to ASTM Type IA 2. Wearing Course Surface: 3 16 inch. B. Submit for review and approval to the Engineer within 30 the Engineer of any changes, errors, or omissions found on the plans compression pints shall be used for PVC s PVC P P Y or Type IIIA. 9 / working days of receipt of the Notice to Proceed: or in the field, before work is started or resumed. truss pipe No solvent cement joints shall be D. Subdrains allowed. 2. Aggregates Conforming to ASTM C-33 1. A list of materials necessary for and the 1. In general, the items of work to be performed under this sequencing of activities to accomplish the work section shall Include clearing and grubbing, removal of trees Perforated plastic pipe subdrains shall conform to ASTM q 9 P 9 9 9. B. Manholes 3. Water - Shall be clear and free from in injurious WATER MAINS encompassed by this Section along with and stumps (where required, protection of trees to remain, F-405, AASHTO M-252 (4" to 10" pipe). 1 manufacturer's product data and specifications stripping and storage of topsoil, fill compaction and rough amounts of oils, acids, alkalizes, organic materials P P Pi 9 i P P 9 1. Precast reinforced concrete manhole sections and 3. APPLICATION or other deleterious substances. 1. SCOPE OF WORK demonstrating compliance with these grading of entire site steps hall conform to ASTM C-478 latest Specifications. revision. B. Welded Steel Wire Fabric - Where required for concrete If not specified below, fire protection and watermains are to be 2. Excavated material that is suitable may be used for fills. All A. Permits and Codes -The intent of this section of the q y reinforcement shall conform to ASTM A185. laid in accordance with the specifications of the City of 2. Installation instructions from applicable unsuitable material and all sur lus excavated material not specifications is that the contractor's bid on the work PP P 2. Castings shall be of uniform quality, free from Carmel, or as directed by the Department of Public Works s and the drawing manufacturers for products proposed to be required shall be removed from the site. The location of blow holes, porosity, hard spots, shrinkage covered herein shall be based upC. Premoulded Joint Filler -Shall be of non-extrudin t e for the City of Carmel. included in the installation. dump and length of haul shall be the Contractor s distortion or other defects The shall be smooth specifications, and that the work shall comply with all 9 YP Y applicable codes and regulations as amended by any meeting ASTM D-544 except premoulded pint filler used In responsibility and well -cleaned by hot -blasting or by some other concrete walk construction may be either non -extruding or The work required under this section includes all cold water C. Maintain on -site and keep current all required elements of approved method The shall be coated with waivers. Contractor shall furnish all bonds necessary to Y 9 distribution lines, valves, meter its, hydrants, and related PP Y get permits for cuts and connections to existing sewers. resilient. P Y the NPDES General Permit for Storm Water pertaining to 3. Provide and place any additional fill material from off the asphalt paint which shall result in a smooth items including excavating and backfilling necessary to this project. site as may be necessary to produce the grades required. coating, tough and tenacious when cold, not D. Bituminous Pavement Materials -All materials proposed osed for complete the work shown on the drawings. The ends of water Fill obtained from off -site shall be of kind and quality as tack or brittle The shall be gray Iron meeting B. Local Standards - The term "Local Standards" as used P P Y Y 9 Y 9 herein means the standards of design and construction of the construction of bituminous pavements shall comply service lines shall be tightly plugged or capped at the terminal 3. QUALITY ASSURANCE specified for fills herein and the source approved by the ASTM A-48 latest revision Manhole covers for 9 with the Indiana Department of Transportation points pending the connecting to all such lines of the building Owner sanitar sewer shall be East Jordan EJ--1022. the respective municipal department or utility company. Pas specified in the plumbing specifications and A. Detail qualified workmen that are experienced in executing Y specifications, per latest revision. piping P P 9 P q P g C. Existing Improvements - Maintain in operating condition architectural drawings. the activities specified in this Section. 4. The Contractor shall accept the site as he finds it and shall 3. Joints -Manhole sections shall be jointed with 9 P P 9 remove all trash, rubbish and debris from the site before all active utilities, sewers, and other drains E. Compacted Aggregate Subbase: Shall be crushed stone or sealed "0" rings. The "0" rings shall meet C-433 encountered in the sewer installation. Repair to the gravel. Crushed gravel shall be a minimum of 35% crushed 2. IRON PIPE B. Detail and maintain equipment capable of accomplishing excavation starts latest revision. P material. Chert shall be limited to a maximum of 8% of the the activities specified in this Section while producing B. Work not included: The following items of related work are satisfaction of the owner any damage to existing active p p g g Cast iron pipe shall meet A Specification C-106 with push -on improvements. total. Material shall be free from an excess of flat, sufficient progress on the Work. specified and included in other sections of these 3. APPLICATION P joints meeting A Specification C-111. Wall thickness shall be elongated thinly laminated, soft or disintegrated pieces; and specifications: determined from Table 6.4 in A C-106. Ductile iron pipe shall D. Workmanship - To conform to all local, state, and shall be free from fragments coated with dirt. Compacted C. Operate all equipment with due caution. A. Permits and Codes - The intent of this section of the national codes and to be approved by all local and state aggregate shall be graded as follows: meet A C-150 and C-151 Specifications. Pipe to be cement 1. Excavation, grading and backfilling for utility lines specifications is that the contractor's bid on the work lined and seal coated in accordance with A C-104. Joints shall D. Instruct workmen in procedures specified in this Section. agencies having jurisdiction. P P covered herein shall be based upon the drawings and SIEVE SIZE %PASSING be pushed -on type, Teuton, Fasted, Super Bell-Tete, or 2. Storm drainage systems specifications but that the work shall comply with all approved equal, except at fittings, valves and special 4. SEQUENCING AND SCHEDULING E. Trenching -Lay all pipe in open trenches, except when applicable codes and regulations as amended by any 1--1/2" 100 crossings. Joints shall comply with A C-111. Fanged joints 3. Sanitary sewer systems the local authority gives written permission for Y Y waivers. Contractor shall furnish all bonds necessary to 1" 80-100 shall conform to ASA A21.10 or B16.1. A. Install temporary construction entrances as part of the job et permits for cut and connections to existing sewers. tunneling. Open the trench sufficiently ahead of 9 P 9 lam to reveal an obstructions. The width of the 3/4" 70-90 mobilization activities. 4. Streets and paving pipe laying Y B. Local Standards - The term local standards as used herein trench shall be the inside pipe diameter plus 24 inches 1/2" 55-80 3. FITTINGS B. Install temporary perimeter dikes where shown on erosion 5. Water supply system for 12 inches above the pipe. Sheet and brace trench as #4 35-60 P rY P PP Y Y moons the standards of design and construction of the 8 25-50 Fittings shall be cast iron of ductile iron conforming to ANSI control plans and where needed to prevent erosion. necessary to protect workmen and adjacent structures. All # P P respective municipal department or utility company. 30 12- 30 Specification ABBE.10-1971 (A C110-71). Fittings shall be trenching to comply with Occupational Safety and Health # 2. BENCH MARKS designed and manufactured for a pressure rating of 250 psi. C. Install silt fencingprior to clearing and grubbing to prevent Administration Standards. Keep trenches free from water #200 5-0 P 9 9 9 P C. Existing improvements -Maintain in operating condition all Fittings shall be tar -coated and shall be cement -lined in sediment runoff. Maintain careful) as bench marks, monuments and other while construction is in progress. Under no circumstances Y / active utilities, sewers and other drains encountered in the accordance with ANSI Specification ABBE.4-1974 (A C104- reference points; If disturbed or destroyed, contractor shall lay pipe or appurtenances in standing water. Conduct the 3. APPLICATION P Y sewer installation. Repair to the satisfaction of the owner discharge from trench dewatering to drains or natural 74). Fittings joints shall be mechanical joints conforming to D. Construct sediment traps as soon as practical to control contact engineer and surveyor. any damage to existing active improvements. drainage channels. A. Grading - Do any necessary grading in addition to that ANSI Specification ABBE.11-1972 (A C11-72). sediments. performed in accordance with Earthwork Section, to bring 3. REMOVAL OF TREES D. Workmanship - To conform y all local, state and national subgrades, after final compaction, to the required grades 4. COPPER TUBING E. Install straw bales and temporary sediment traps as work codes and to be approved b all local and state agencies F. Special Supports -Whenever in the opinion of the 9 P q 9 PP Y 9 engineer the soil at or below the pipe grade is and sections for site improvement. Shall be seamless, annealed copper tubing complyingwith progresses. A. Remove all trees and stumps from area to be having jurisdiction. pp g occupied b road and surfaced areas. Removal of unsuitable for supporting sewers and appurtenances p y Federal Specification WW-T-799. Fittings shall be wrought F. Utilize detention ponds into operations as storm drainage trees outside these areas shall only be done as specified in this section, such special support, in B. Preparation of Subgrade - Remove spongy and otherwise P P 9 Y E. Trenching -Lay ail pipe In open trenches, except when the unsuitable material and replace with stable material. No copper or cast bronze with solder joints. Solder shall be of a detention facilities when the Work is Hearin completion. noted on drawings or approved b the Owner. addition n those shown c specified, shall t provided P 9 P 9 PP Y local authority gives written permission for tunneling. Open as the engineer may direct, and the contract will be traffic will be allowed on prepared subgrade prior to paving. composition recommended by the manufacturer of the fittings. the trench sufficiently ahead of pipe -laying to reveal any ad1 ected. 5. MAINTENANCE B. All brush, stumps, wood and other refuse from the obstructions. The width of the trench shall be the inside C. Utility Structures - Check for correct elevation of all 5. FIRE HYDRANTS trees shall be removed to disposal areas off -site. pipe diameter plus 24 inches for 12 inches above the pipe G. Backfillin - For a depth of at least 12 inches above the manhole covers, valve boxes and similar structures located A. Routinely inspect the site and clean out sediment traps at Disposal by burning shall not be permitted unless Sheet and brace trench as necessaryto protect workman g P Shall comply with A Specification C-502 and shall meet Noblesville P to of the pipe, backfill with earth or granular material within areas to be paved, and make, or hove made, any least every seven days of within 24 hours after a rainfall of proper permits are obtained (where applicable). and adjacent structures Ail trenching to comply with P P P ' 9 standards and requirements, particularly as to nozzle diameters 0.5 inch or more. 1 9 P Y free from large stones, rock fragments, roots, or sod. necessary adjustments in such structures. and threads, direction of Occupational Safety and Health Administration Standards opening and dimensions of operating care not to disturb taking hl this backfill thoroughly, g 4. PROTECTION OF TREES Keep trenches free from water while construction is in Tamp D. Placing Concrete and cap nuts. Fire hydrants shall have one pumper and two B. Maintain sediment traps, silt fencing and dikes in good the pipe. For the remaining trench depth, backfill with 9 P 9 9 progress. Under no circumstance shall pipe or hose nozzles. A valve opening not less than 5 inches and a 6 workingorder. A. General Protection: The Contractor shall be earth or granular material containing stones or rocks not appurtenance be laid In standing water Conduct the 1. Sub rode -Place concrete only on c compacted material inch inlet connection. The length of the hydrant barrel shall be larger than 4 inches. Backfill under and within 5' of g y P determined b p p pipe. responsible for the protection of tops, trunks and discharge from trench dewatering to drains or natural compacted subgrade or base free from loose y the specified depth of cover over the i e. All C. Correct washouts and eroded areas b refurbishing and roots of existing trees on the project site that are walks, parking areas, driveways, and street shall be P 9 Y 9 9 P 1 drainage channels. granular material only - thoroughly compacted b approved material Place no concrete on a muddy or frozen private water hydrants are n . painted a color other than that temporarily seeding. to remain. Existing trees subject to construction 9 Y 9 Y P Y PP utilized by the Water Company. Hydrants shall be located rode damage shall be boxed, fenced or otherwise F. Special Supports -- Whenever, in the opinion of the methods. subgrade such that the direction of opening is directed towards the 6. MATERIALS protected before any work is started; do not Engineering, the soil at or below the pipe grade in street. 9 g' P p 9 H. Manhole Inverts - Construct manhole flow channels of 2. Forms - All forms shall be free from warp, tight stockpile within branch spread. Remove Interfering unsuitable for supporting sewers and appurtenances concrete sewer pipe or brick, smooth) finished and of enough to prevent leakage and substantial A. Use only new materials conforming to the requirements of branches without injury to trunks and cover scars specified in this section, such special support, in addition P P Y 6. VALVES theses specifications and approved b the Engineer. All with tree paint. P P PP semicircular section conforming to the inside diameter enough to maintain their shape and position P PP Y 9 p E those shown re specified, shall be provided dj the of the connectingsewers. Make changes in size or grade without springing or settling, when concrete is materials proposed to be used may be tested and inspected Engineer may direct, and the contract will be adjusted. 9 g All valves and stops shall have ends suited or adapters shall be at an time durin their preparation and use. If, after trial, 5. HANDLING OF TOPSOIL 9 y 1 gradually and changes in direction by true curves. placed Forms shall be clean and smooth Y g p p provided for the proper installation in the lines in which they it is found that the source of supply has not been Provide such channels for all connecting sewers at each immediately before concreting PP Y G. Backfilling - for a depth of at least 12 inches above the top are located. Valves shall meet IWC standards or in the approved, or does not furnish a uniform product, or if the A. Remove all organic material from the areas to be manhole. PP P 9 of the pipe, backfill with granular material free from large 3. Placing Concrete -Concrete shall be deposited so absence of such standards, the following requirements: product becomes unacceptable at any time, the Contractor occupied by buildings, roads, walks and parking stones, rock fragments, roots or sod Compact this backfill I. Subdrains - All subdrains shall be of the size shown on as to require as little rehandling, as practicable. shall furnish materials from another source. Approved areas. Pile and store topsoil at a location where it thoroughly, taking care not to disturb the pipe. For the When concrete is to be laced at an atmospheric heric A. Valves in cast iron pipe shall be iron body, bronze materials that become unfit for use shall net be used in the will not interfere with construction operations. the planed and shall be constructed to the grades shown. P P P remaining trench depth, backfill with earth or granular temperature of 35 degrees F or less,paragraph mounted, disc gate valves conforming to A Work and shall be removed from the job site. Topsoil shall be reasonably free from subsoil, All drains constructed off -site as part of the outlet P 9 Specification C-500. The shall open in the same 1 P Y material containing stones or rocks not larger than 4 inches 70210 of the Indiana Department of P Y P debris. weeds, grass, stones, etc. Backfill under walks, drain will be located as shown. P 9 parking areas, drive and streets shall Transportation Specifications latest revision shall direction as those used in the local waterworks Materials indicated on the Drawings that are required in the be granular material only - thoroughly compacted, by be followed. system. Valve stems shall terminate in 2 inch PP P J. Utilities - It shall be the responsibility of each wrench nuts. Furnish two y Work but are not covered in detail in the Specifications B. After completion of site grading and subsurface approved methods. Trenches parallel to and within 5' of (2) keys. shall be of the best quality available and shall conform to utility installation, top soil shall be replaced in paved roadways shall be constructed the same. contractor to verify all existing utilities and P y conditions pertaining to his phase of the work. It shall E. Concrete Curb the current specification of the American Society for areas designated on the erosion control plan for P 9 P B. Valves in copper pipe shall be standard brass body, Testingand Materials ASTM or AASHTO, as approved b seeding and/or sodding. An remaining to soil also be the contractor's responsibility to contact the (ASTM) PP Y 9 / 9• Y 9 P H. Flow Channels -Construct manhole flow channels of round -way, ground -key stops, with T heads. Furnish the Engineer. shall be used for finished grading around owners of the various utilities before work is started. 1. Expansion joints - Shall be 1/2 inch thick 9 9 g concrete, sewer pipe or brick, smoothly finished and of remoulded at ends of all returns and at a two (2) keys. structures and landscaping areas. semi --circular section conformingto the inside diameter of The contractor shall notify in writing the owners or the P or omissions found on maximum spacing of 40 feet. errors es chan engineer of any g, , B. For sedimentation and erosion control use: the connecting sewers. Make changes in size of grade 7. VALVE BOXES 6. DISPOSITION OF UTILITIES raduall and chan es in direction b true curves Provide these plans or in the field before work is started or 1. Baled straw and ha that complies with the gradually 9 Y resumed. 2. Contraction Joints - Unless otherwise provided, Y P such channels for all connecting sewers at each manhole. contraction joints shall be sawed joints spaced 10 Shall meet local standards or in the absence of such, shall requirements contained in Section 02900. A. Rules and regulations governing the respective SEEDING feet on center. comply with the following requirements: utilities shall be observed in executing all work I. Infiltration - The contractor shall furnish necessary 2. Silt fences manufactured of fabric specifically under this section. equipment to test sewers for infiltration. Infiltration rates 1. Planting Time: Do not plant seed on frozen soil. Do not perform seeding when 3. Finish - Tamp and screed concrete as soon a A. For iron body valves, boxes shall be approved made for such purpose shall conform to the shall not exceed the Local Standards. All sanitarysewer standard buffalo -type cast iron, adjustable shaft requirements of AASHTO M 288-90, and be B. If active utilities are encountered but not shown wind exceeds 15 mph. Do not seed between calendar dated from November placed and fill any honey combed places. Finish YP 1 q lines upon completion will be required to pass a low 15 tMarch 1 fJ1 tSeptember 1. square comers to 1/4" radius and other corners boxes, having a minimum shaft diameter of 5 1/4 o arcor June o e approved by the Engineer. on the drawings, the Engineer shall be advised pressure air test, unless otherwise directed by the P to radii shown. inches. before work Is continued. Noblesville Department of Public Works. Said test shall be 3. Temporary CMP drainage pipes chosen by the conducted according to NCPI Standard method, and shall 2. Protect seeded areas against erosion by spreading anti -erosion mulch after F. Concrete Walks and Exterior Steps B. For Brass body valves (stops) boxes shall be Contractor that are adequate to perform under C. Inactive and abandoned utilities encountered in be witnessed by an inspector authorized by the Noblesville approved standard cast iron extension service boxes, subject field conditions. excavating and grading operations shall be completion of seeding operations. Spread uniformly to form a continuous 1 9 9 9 P Department of Public Works. Infiltration under test shall � „ 1. Slopes -Provide 1/4 Inch per foot cross slope. having a minimum diameter of 2 1/2 inches and reported to the Engineer. They shall be removed, not exceed 200 gallons per inch of inside diameter of blanket not less than 1 /p loose measurement over seeded areas. having lid held in place by a brass or bronze bolt. 4. Temporary seeding that complies with plugged or capped as directed b the Utility Make adjustments in slopes at walk intersections P Y 9 P P 99 PP Y Y sewer pipe per mile of sewer in 24 hours and inclusive of as necessary to provide proper drainage. the castings shall be coated with two coats of coal - requirements contained in Sections 02900. Company or the Engineer. all appurtenances within the section being tested such as 3. Anchor mulch by spraying with asphalt emulsion at the rate of 10 to 13 gallons tar pitch varnish. Furnish two (2) keys for bolt in 5. Three inch maximum size coarse aggregate that D. It shall be the responsibility of each contractor to manholes, house connections etc. per 1000 sq. ft. Take precautions to prevent damage or staining or 2. Dimensions -Walks and steps shall be one course lids. construction or other plantings adjacent to mulched areas. construction and of widths and details shown on is free from deleterious materials and does not verify all existing utilities and conditions pertaining J. FlushingSewers -Flush all sanitary sewers except building P 9 1 8. STOPS contain more than 10 percent materials finer than to his phase of the work. It shall also be the Y P g the drawings P p sewers with water to obtain free flow through each line. No. 4 sieve. contractors responsibility to contact the owners of Remove all slit and trash from appurtenances just prior to 4. SCHEDULE OF GRASS SEED MIXTURE 3. Finish - Screed concrete and trowel with a steel Stops shall be those manufactured by Ford or Mueller the various utilities before work is started. acceptance of work. Mixture For suns to partial shade areas: trowel to a hard dense surface after Surface Corporation with A taper thread, and with copper compression C. Slope protection shall be provided by: y P type fitting on outlet, or approved equal. 7. SITE GRADING K. Plastic Sewer Pie installation - Plastic sewer pipe shall be water has disappeared. Apply medium broom P P P finish and scribe control joints at 5 foot spacing 1. Using stones that weigh no more than 150 installed in a accordance with ASTM D2321 per latest Proportion Min./ Min./ Max./ Provide 1/2" expansion joints where sidewalks 9. BLOW -OFF VALVES pounds with at lease 20 percent weighing more A. Grades: Contractor shall perform all cutting, revision and no plastic pipe shall exceed a deflection of By Weight Common Name Botanical Name Germ. Pure Sd. Weed Sd. intersect, and at a maximum spacing of 48 feet than 60 pounds while no more than 20 percent filling, compacting of fills and rough grading 5%. between expansion pints. Blow -off valves shall be those manufactured by Mueller weigh less than 20 pounds for hand placed required to bring entire project area to grade as Corporation (1110283 of H-10291) or approved equal. riprap. shown on the drawings. L. Storm Water Connections - No roof drains, footingdrains 45% Kentucky Poa pratensis 80 85 0.50 G. Curing Concrete -- Except as otherwise specified, cure all and/or surface water drains may be connected at the Bluegrass concrete by one of the methods described in Section 501 10. ANGLE VALVES 2. Using geotextile fabric that is manufactured B. Rough Grading: The tolerance for paved areas sanitary sewer systems, including temporary connections 30% Chewings Festuca rubra 85 98 0.50 17 of the Indiana Department of Transportation engineering fabric conforming with AASHTO M shall not exceed 0.10 feet plus or minus above the during construction. Red Fescue Specifications, latest revision. Angle valves at the end of water service stub are to be copper 288-90 for reducing soil erosion and that is established subgrade. All other areas shall not 20� compression type fitting, and are to be protected with plastic approved b the Engineer. exceed 0.10 feet plus or minus the established Perennial Lolium Perenne 90 98 0.50 PP Y 9• P M. Waterline Crossing -- Where water lines and sanitary sewer , H. Concrete Curing Compound -All exterior concrete shall be bag over the valve. grade. All banks and other breaks in grade shall be cross and water lines cannot be laced above the sewer Ryegrass 'Pennfine 7. EXAMINATION rounded at to and bottom. P Redto A ostis alba 85 92 1.00 coated with curing compound complying with ASTM C 11. TAPS P with o minimum of 18 inches vertical clearance, the sewer 5% p g 309, TYPE 1-D, class A. must be constructed of water works grade ductile iron pipe A. Examine all areas where slope protection and erosion C. Compaction Requirements: with mechanical pints within 10 feet of the water line. 1 inch taps in lines smaller than 4 inches shall be only b control are required. P 5. Sowing Rate: Sow grass seed at the following rate - 200 Ibs�acre. J. Concrete Testing -Concrete testing shall meet the P Y y q tapped tee or tapped saddle. Water service lines should be 1. All engineered fill beneath floor slab -on- requirements established for structural concrete to be used 9• N. Utilities - It shall be the responsibility of each contractor to in building on this site marked on curbs with blue paint (sewer lateral locations -red). B. Request underground utility location service to locate all grade floors and over footings should be verify all existing utilities and conditions pertaining to his The following formula shall be used to determine the amount of utilities within work areas. compacted o dry density of at least 90 phase of the work. It shall also be the contractors commercial seed required to provide in each kind of seed the specified Taps onto existing main shall be performed in accordance with q P P 4. HERBICIDE TREATMENT percent of the Proctor maximum dry responsibility to contact the owners or the engineer of any quantities of pure live seed. rules of the Indiana American Water Company having jurisdiction. 8. INSTALLATION density (ASTM D-1557). This minimum changes, errors or omissions found on these plans or in the Pure Live Seed x 100% x 100% =Pounds Commercial A. Provide and apply commercial chemical for weed control In compaction requirement should be field before work is started or resumed. 12. DEPTH A. Provide temporary construction entrances at all increased to 95 percent for fill Purity x Germination Seeds Required paved areas Chemical shall be registered by the environmental protection agency and supplied In granular, liquid or wettable powder form. ingress/egress locations to reduce or eliminate transporting supporting footings. 0. Service Laterals -- Individual lot service lines shall be 6" in The Water Mains shall be laid to a depth not less then five feet soil or mud by vehicles to roadways and public rights of diameter and of material equal to that specified in 2A of 6. Commercial Fertilizer: Complete fertilizer of neutral character, with some (5'-0") below ground cover. way. Construct these entrances by installing a stone mat 2. In cut areas, where pavement sections this section Service line- shall be connected to the main elements derived from organic sources and containing following percentages B. Apply according to manufactures specifications. using three inch maximum crushed stone. This mat shall be are planned the upper 10 In. of subgrade sewer by a wye at locations generally shown within these 13. METER PITS a minimum of 50 feet long by 12 feet wide and at least 6 should be scarified and compacted to a plans Service lines shall be extended and cappeda at point of available plant nutrients. For lawns, provide fertilizer with percentage of 5. WHEEL STOPS inches thick. Drain wash water to spray the underside of nitrogen required to provide not less than 1 Ib. of actual nitrogen per 100 s .ft. p y dry density of at least 95 percent of the 5 feet from the proposed building line or one pipe length for 9 q P 9 P q The Contractor shall furnish the meter pit(s) and vault of the vehicles and tires when parked in the stone mat. Provide modified Proctor maximum dry density those services on the sewer service lines shall be marked of lawn area, and not less than 4% phosphoric acid and 2% potassium. Provide A. Wheel Stops - 2,500-psi compressive strength precast, air- type as shown on the construction plans meter to be spent wash water drainage into a sediment basin or trap. (ASTM D-1557). Any grade raised fill with a 2" x 4" or a PVC riser. nitrogen in a form that will be available to lawn during initial period of growth; entrained concrete, approximately 6 inches high a inches furnished by Water Company) along with all necessary quick - placed within 1 ft of the base of the disconnects, valves and appurtenances. This cost shall be P. New Sanitary Sewer Main Construction - Contractor shall at least 50% of nitrogen to be organic form. wide, and 7 feet long. Provide chamfered corners and B. Install temporary perimeter, diversionary, and interceptor pavement section should also Y g 9 included in the bid amount for water lines. Meter pits must be dikes as shown on the Drawings and other places where compacted to at least 95 percent of the record dimensions of each service line stub from nearest drainage slots on underside. equipped with storm sewer drain or sump connected to storm required in the field. Their purpose is to divert sediment modified Proctor maximum dry density. downstream manhole measured along the sanitary sewer structure. laden storm runoff to an on -site sedimentation trapping This can be reduced to 90 percent for main. The locations of manhole and service lanes along STREETS A PAVEMENT 6. PAVEMENT MARKING PAINT facility or to direct storm water away from exposed slopes. engineered fill placed more than 1 ft with any other construction changes are to be Incorporated 14. TESTS below the base of the pavement section. on the original construction drawings and 'Record 1. SCOPE OF WORK A. Pavement Marking Paint -- Alkyd -resin type, ready -mixed C. Provide temporary discharge controls that limit Drawing" prints submitted to the City of Carmel and complying with AASHTO M 248, TYPE 1. Test the piping for leakage for a period of at least two hours at concentrations of storm water flows by using level 3. The compaction should be accomplished the engineer as soon after completion of construction as The work required under this section includes all concrete and p p q a pressure of 150 pounds per square inch. Inspect all joints spreaders, gravel outlets, and temporary drop piping shown b placing the fill in about 8 in. Loose possible. bituminous paving and related items necessary to complete the B. Color shall be white unless noted otherwise, except for on the Drawings. Y P g P g ry P handicapped spaces and access ways which shall be blue. for leakage and remedy any leaks. Upon completion of the 9 lifts and mechanically compacting each work indicated on drawings and described in the water distribution mains, flush out the system until the water Y D. Provide sediment traps using silt fences, straw bales, or lift too at least the specified minimum specifications, including, but not limited to: 7. FIELD QUALITY CONTROL runs clears. As soon as the system has been flushed out, it sediment basins as shown on the Drawings. Utilize dry density. Field density tests should be STORM SEWER SYSTEMS shall be sterilized in accordance with the requirements of the performed on each lift as necessary to All streets, parking areas in contract limits local water department. detention pond facilities initially as sediment basins by A. General -Testing in -place hot -mixed asphalt courses for P insure that adequate compaction is 1. SCOPE OF WORK Curbs and gutters installing a temporary riser pipe as shown on the Drawings. compliance with requirements for thickness and surface si being achieved. Sidewalks and concrete slabs, exterior step Install a marker to indicate the maximum level of sediment bsmoothness. Repair or remove and replace unacceptable accumulation to indicate when the facility requires cleaning. 4. As a minimum, all earthwork fill shall be The work under this section includes all storm sewers, storm paving. Shall be done by an independent testing laboratory Remove and replace the riser piping when nearing the compact to 90 percent of standard water inlets, and related items including excavating and with scope of testing and inspection approved by engineer. completion of the Work and when approved by the Proctor maximum dry density if not backfilling necessary to complete the work shown on the Engineer. Remove accumulated residual sediment at that specified specifically in these drawings. "' ""',,, time and treat the residue as waste. Place the facility into specifications or In the soils report. ��FN C, 0 a storm water detention mode of operation. 2. MATERIALS �`' �SrE q10 �G /�, G' 11 E. Hand place riprap a minimum of 12 inches thick on 8. TESTING AND INSPECTION SERVICE A. Storm Sewers 0 . � designated slopes to comply with the Drawings. Begin ; (3 N0. placement two feet below the tow of slope while firmly Contractor shall employ and pay for a qualified independent Reinforced concrete sewer pipe shall conform to ASTM C-76 = 910326 = No. Date R2V1SlOri Date imbedding each piece. geotectnical testing laboratory to perform soil testing and latest revision, with joints conforming to ASTM C-443 = -p � Specifications 1 2/1 1 /21 Inspection service earthwork operation. Scope of testing and latest revision. = ;b) STATE OF 4Z � 1. O1 O6 22 ReviSI01�S per Carmel BADGE R F. Install geotextile fabric for slope stability in accordance inspection shall be approved by the engineer prior to O� F p ) Job No. with the manufacturer's recommendations. Unless earthwork operations. ..ND I AN... ��; Great G r o �rl n s P B. Roof Downs out Connections otherwise directed, install the fabric with the long / P SS �� ' ENGINEERING 21 - 0 01 dimension parallel to the toe of slope, and lay where a All gravity plastic storm sewer pipe and fittings shall �CNAL smooth and wrinkle free surface is obtained that is not conform to ASTM D-3034, SDR-35 and meet a cell '",I 1, t I 00, Scale under tension. Overlap subsequent fabric layers by at least classification of 12454-C. Flexible gasketed compression 990 W . 0 CI k Street City of Carmel Clay Township, Hamilton Count , Indiana NTS 18 inches. Secure fabric using approved fasteners and joints shall be used for PVC. No solvent cement joints �� Zionsville, IN 46077 Design By Drawn By Checked By Approved By cover within 30 days using materials approved by the shall be allowed. Sheet No. Engineer. (765) 485-0000 CCB MKT C500