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IEC Building Addition Full Set
9/20/2023 C W W C CC 1238.48' (D)N89°54'20"E 54.98' (D)N0°05'40"W 529.24' (D)N88°12'32"E 206.15' (D)N88°46'55"E 122.23' (D)S0°05'40"E 531.31' (D)S88°46'54"W 328.33' (D)N0°05'40"W 2621.13' (M)14 17 18 85.6' 2.3'3.3' 3.3' 2.3'15.5'0.3'6.0'0.3'12.4'2.3' 3.4' 3.3' 2.3' 15.1' 2.3' 2.3'6.0'2.3'6.0'6.0'2.3' 43.0' 2.3' 6.0'6.0' 2.3'6.0'2.3' 2.3' 50.2' 2.3' 3.3' 3.4' 2.3'76.7'2.3' 2.3'14.6' 2.3' 3.3'3.4'2.3'11.6'2.3' 2.6' 10.3'76.0'10.3' 2.6' 2.3'11.6'2.3' 3.4' 3.3' 2.3' 14.6' 2.3' 2.3'76.6'2.3'3.4'3.3' 2.3' 50.2'2.3' 2.3'6.0'2.3'6.0'6.0' 2.3' 43.0' 2.3'6.0'6.0'2.3'6.0'2.3' 2.3' 15.1' 2.3' 3.4' 3.4' 2.3'12.4'0.3' 6.0'0.3'15.4'2.3' 3.4' 3.4'2.3' 85.6'94.2'0.7'6.3'0.7'94.2'FFE - 852.64 FFE - 852.67 FFE - 852.60 FFE - 852.57CONC BLOCK & BRICK BUILDING ASPHALT ASPHALT ASPHALT ASPHALT CONC WALK CONC WALKCONC WALKCONC WALK CONC WALK CONC WALKCONC WALKDRY DETENTION AREA COLLEGE DRIVE PENNSYLVANIA STREETASPHALT TRAILDUMPSTER PAD RIP RAP POINT OF BEGINNING NORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #92238891 2 3 4 2.5 2.5 73.0 138.0 100.5 97.0 13 SPACES10 SPACES4 SPACES 7 SPACES 4 SPACES 10 SPACES 10 SPACES 10 SPACES 2 SPACES 6 SPACES 10 SPACES 10 SPACES AcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) W SW COR SE 14 SEC 35-T18N-R3E NW COR SE 14SEC 35-T18N-R3E SITE 1 LS80040352 STATE OF NIDI AAN R T No. SEGI E ER D SYMBOL LEGEND Curb Inlet Storm Manhole Utility Pole Area Light Bollard W Water Valve Gas Meter Water Meter Fire Hydrant Gas Valve Guy Anchor EAcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) T AcDbArcAlignedText (ATEXT) AcDbArcAlignedText (ATEXT) MH Storm Inlet Existing Tree Capped Rebar Set Sanitary Manhole Telephone Manhole Traffic Manhole Electric Meter Monitoring Well Concrete Air Conditioner Telephone Pedestal Electric Pedestal Electric Transformer Clean Out Sign Handicap Parking Underground Telephone Marking Underground Water Line Marking Overhead Utility Lines Underground Gas Line Marking Storm Pipe Underground Electric Line Marking Yard Light GravelCable Pedestal A/C Fire Dept. Connect Post Indicator Valve Benchmark SURVEYOR'S NOTE The plainmetric and topographic data was gathered using standard radial surveying techniques with an electronic instrument with a data collector. Elevations on hard surfaces or structures are accurate to within 0.05 feet; elevations on natural surfaces are accurate to within 0.1 feet on the date on which the elevations were obtained; however, changes in elevations can occur due to soils swell and subsidence, freeze thaw cycles, and wind and water erosion. The magnitude of these changes depends upon soils types, seasonal changes, and the frequency and intensity of wind, rain, and snow events. It is recommended that if the topographic data is to be used for planning or design purposes that a check of elevations be performed prior to any construction activity. Contours are plotted based upon interpolation of the spot elevations shown hereon and are generally accurate within one-half of the contour interval depicted. 40 0 40 80 120 ALTA/NSPS LAND TITLE SURVEY11805 PENNSYLVANIA STREETCARMEL, INDIANAINDIANA ELECTRIC COOPERATIVES &CHICAGO TITLE INSURANCE COMPANYPrepared For:DRAWN BY: CAPCHECKED BY: DBQDATE: 1/13/2023JOB#: IEC.001 (317) 251-1738 (FAX) 251-1923INDIANAPOLIS, INDIANA 462206555 CARROLLTON AVENUEwww.rw-engineering.comCIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS1 LAND DESCRIPTIONS Chicago Title Insurance Company CTIN2208712 Part of the Southeast Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, being more particularly described as follows: Commencing at the Southwest corner of said quarter section; thence North 00 degrees 05 minutes 40 seconds West (assumed bearing) along the west line thereof a distance of 1238.48 feet; thence North 89 degrees 54 minutes 20 seconds East perpendicular to said west line a distance of 54.98 feet to the Point of Beginning being the northwest corner of a tract of land described in Instrument Number 9709756614 in the Office of the Recorder of Hamilton County, Indiana; thence North 00 degrees 05 minutes 40 seconds West along the west line of a tract of land described in Instrument Number 9223889 also being along the east right of way line of Pennsylvania Street a distance of 529.24 feet to the south right of way line of College Drive per Instrument Number 8742505; thence North 88 degrees 12 minutes 32 seconds East along said south right of way line a distance of 206.15 feet; thence North 88 degrees 46 minutes 55 seconds East along said south right of way line a distance of 122.23 feet to a 5/8 inch rebar with yellow cap stamped “Schneider Firm #0001 (hereinafter referred to as “rebar”); thence South 00 degrees 05 minutes 40 seconds East parallel with the west line of said quarter section a distance of 531.31 feet to a “rebar” on said north line of said Instrument Number 9709756614; thence South 88 degrees 46 minutes 54 seconds West along the north line a distance of 328.33 feet to the point of Beginning. Surveyors Comments: This survey was prepared for Indiana Statewide Association of Rural Electric Cooperatives d/b/a Indiana Electric Cooperatives, an Indiana nonprofit corporation and Chicago Title Insurance Company. Purpose: The purpose of this project was to perform ALTA/NSPS Land Title Survey for the land described in ”LAND DESCRIPTION”. Field work and research from the offices of the Hamilton County Recorder, and the Office of the Hamilton County Surveyor were conducted during the month of January, 2023. Reference Monumentation: The southwest and northwest corners of the Southwest Quarter of Section 35, Township 18 North, Range 3 East was used to perform this survey along with the found monuments at the corners of the subject property. Capped rebars were recovered along the east property line. These monuments were found to be within 0.3 feet of the computed position and are shown as found. All property corners were found at grade unless stated otherwise. 1.Mag nail found 2.5/8” capped rebar stamped “Firm 0126” set 3.5/8” capped rebar stamped “Schneider” found 4.5/8” capped rebar stamped “Schneider” found Discrepancies in record descriptions and plats: The perimeter of the surveyed tract was reestablished based upon the following items: record distance and angular relations as described within the record descriptions for the surveyed tract, recorded as Instrument #2016068535 in the Office of the Recorder of Hamilton County, Indiana and monuments found or set during the aforesaid surveys were retraced and located in relation to current record descriptions and existing plats to define the interior corners of the surveyed tract. The surveyed legal description and drawing describe property that is fully contained within the commitment legal description. All the boundaries of the parcel close without any gaps or gores. Discrepancies in Lines of Occupation: Unless otherwise noted or depicted herein or on the survey drawing, there is no visible evidence of occupation. Occupation was also reviewed for agreement with the established boundary lines. There are no visible lines of occupation along the North, South and West lines of the overall surveyed parcel. The East line is occupied by a curb line that lies 2.5 feet west of said line. Any depiction of intrusion, trespass, invasion into the possessions or rights of another is not a matter of survey. An attorney should be consulted in all matters with respect to rights of possession. Item 4 - Gross land area is 4.00 acres+/-. Item 9 - There 101 total parking spaces including 5 handicapped parking spaces on this property. Item 11 - No utility plans were provided for this survey. Underground utilities are shown as marked by Indiana 811. Surveyors Report: In accordance with Title 865, Article 1, Chapter 12 of the Indiana Administrative Code ("Rule 12"), the following observations, opinions, and comments are declared regarding the various uncertainties in the locations of lines and corners found or established this survey as a result of the uncertainties in reference monumentation; in record description and plats; in lines of occupation; and as introduced by random errors in measurements ("Relative Positional Accuracy"). There may be unwritten rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any title line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines. The Relative Positional Precision (accuracy per IAC 865) (due to random errors in measurement) of the corners of the subject tract established this survey is within the specification for a Urban Survey (0.07 feet + 50 parts per million) as defined in ALTA/NSPS requirements and referenced in IAC 865. Finding of Facts: Without additional proof, the fact that surveys accept a monument does not make it correct. The monument must have been initially correct, common report and reputation evidence does not overcome contrary proof, therefore, the location of any of the above discussed monuments may yet be contradicted and overcome by undiscovered evidence. As a result, any property boundary, whose location is dependent on these corner monuments, is subject to undiscovered evidence, which might result in a different location for the corners. Because a dimensional value to the uncertainty of these corners is subjective, and for the reasons cited above, the uncertainty of these corners is unknown. The Relative Positional Accuracy of the corners of the subject tract established for this survey is within the specifications for an Urban survey (+/- 0.07 foot plus 50 parts per million) as defined in 865 IAC 1-12-8, effective May 4, 2006. ("Relative Positional Accuracy" means the value expressed in feet or meters that represents the uncertainty due to random errors in measurements in the location of any point on a survey relative to any other point on the same survey at the 95 percent confidence level). As a result of the above observations, it is my opinion that the uncertainties in the locations of the lines and corners established on this survey are as follows: Due to Variances in reference monuments: 1 feet +/-. Due to Discrepancies in the record descriptions: none. Due to Inconsistencies in lines of occupation: See above concerning physical occupation. General Notes: (1) In accordance with Title 865, Article 1, Rule 12 of the Indiana Administrative Code, the following observations and opinions are submitted regarding the various uncertainties in the locations of the lines and corners established this survey as a result of uncertainties in reference monuments set or found; in record descriptions and plats; in lines of occupation; and as introduced by random errors in measurement. There may be unwritten rights associated with these uncertainties. The client should assume there is an amount of uncertainty along any line equal in magnitude to the discrepancy in the location of the lines of possession from the surveyed lines. (2) Any depiction of possible intrusion, trespass, and/or invasion into the possessions or rights of another is not a matter of survey. An attorney and/or title company should be consulted in all matters with respect to rights of possession and matters of title. (3) As used in this survey, certify means to state or declare a professional opinion of conditions regarding those facts or findings which are the subject of the certification and does not constitute a warranty or guarantee, either expressed or implied. The surveyor can only certify to those items that are visible and/or things that can be measured or counted as stated by Indiana Administrative Code(s). (4) Any underground utilities if depicted on the attached plat of survey have been shown per above ground field observations, atlas maps as may be available from municipalities or utility companies (Indiana Underground Plant Protection Agency) ticket, prior surveys and existing drawings only. The surveyor makes no guarantee that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. No warranty, either expressed or implied, is made to the accuracy and/or completeness of information presented on underground utilities, or as to its fitness for any particular purpose or use. In no event will Roger Ward Engineering, Inc., its employees, agents, and/or assigns be liable for any damages arising out of the furnishing and/or use of such information. The path of the utility lines on said plat of survey should be considered approximate until they are either relocated, by calling the Indiana Underground Plant Protection Agency at 1-800-382-5544 or until they are excavated to verify the location and path of the utility lines. The surveyor has not physically located the underground utilities. In providing this survey no attempt has been made to obtain or show data concerning the existence, size, depth, condition, capacity or location of any utility existing on the site, whether private, municipal or public owned except as shown otherwise. (5)Ownership information indicated hereon is as identified in County records. Information from County records was obtained in January, 2023. Title work was provided from Chicago Title Insurance Company (Commitment No. CTIN2208712, dated 11/14/2022) at the time of survey. Some items disclosed in Schedule B II thereof may have been depicted on the survey and are identified by their recording data. Should any additional items need to be depicted on the survey the surveyor shall be contacted and be provided with the appropriate document(s). An attorney and/or title company should be consulted with respect to any encumbrance shown on this survey. (6)No warranty, either expressed or implied, is made as to the accuracy and/or completeness of information provided by governmental authorities and/or third parties, or as to its fitness for any particular purpose or use, including but not limited to information presented on zoning, setback requirements, flood hazard zones, and wetlands areas. In no event will Roger Ward Engineering, Inc., its employees, agents, and/or assigns be liable for any damages arising out of the furnishing and/or use of such information. Flood Insurance Information: The described real estate lies within a ZONE X Unshaded Floodplain Area as plotted by scale on the Flood Emergency Management Agency, National Flood Insurance Program, FIRM Flood Insurance Rate Map Community-Panel Number 18057C0209 G, dated November 19, 2014. Attention is called to the fact that there are substantial uncertainties associated with said map and with information taken there from. Flood Plain information is provided solely based upon a review of the Flood Insurance Rate Maps, and shall not be construed as a confirmation or denial of flooding potential. Zone "X" - Minimal risk areas outside the 1-percent and .2-percent-annual-chance floodplains. No BFEs or base flood depths are shown within these zones. Zone “X” (Shaded) - Area of moderate flood hazard, usually the area between the limits of the 100‐ year and 500‐year floods. Zone “A” - Areas with a 1% annual chance of flooding and a 26% chance of flooding over the life of a 30‐year mortgage. Because detailed analyses are not performed for such areas; no depths or base flood elevations are shown within these zones. Zone “AE” - The base floodplain where base flood elevations are provided. Notes regarding Schedule B Section 2 of Title Commitment Number CTIN2208712 issued by Chicago Title Insurance Company, Commitment Date of 11/4/2023 14.Sewer Easement granted to clay Township Regional Waste District dated February 4, 1986 and recorded March 25, 1986 in Book 3 page 908, as Instrument Number 8604829. (As shown hereon) 15.Annexation Ordinance No. C-100 dated February 17, 1986 and recorded June 23, 1986 in Book 187 page 766 as Instrument Number 8612199. (Not shown, blanket in nature) 16.Meridian Technology Center Declaration of covenants and Easements dated December 30, 1986 and recorded December 31, 1986 in Book 190 page 405 as Instrument Number 8629940. Modification of Declaration recorded October 2, 1987 as Instrument Number 8743980. Second Modification of Declaration recorded January 5, 1994 as Instrument Number 9400758. Waiver of Certain Obligations Under Declaration recorded August 1, 2002 as Instrument Number 200200054372. Third Modification of Declaration recorded December 2, 2005 as Instrument Number 200500077803. Third Modification of Declaration recorded December 22, 2006 as Instrument Number 2006075575. (Not shown, blanket in nature) Omitting any covenants or restrictions, if any, including but not limited to those based upon race, color, religion, sex, sexual orientation, familial status, marital status, disability, handicap, national origin, ancestry, source of income, gender, gender identity, gender expression, medical condition or genetic information, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law. 17.Utility Easement granted to Indiana Bell Telephone Company dated April 6, 1987 and recorded May 1, 1987 as Instrument Number 8709969. (As shown hereon) 18.Dedication of Street Right-of-Way recorded September 9, 1987 as Instrument Number 8742050. Acknowledgement of Dedication and Acceptance recorded September 9, 1987 as Instrument Number 8742051. (As shown hereon) 19.Telecommunication Line Easement recorded October 8, 1999 as Instrument Number 199909959285. (Not shown, does not plot on or near subject) 20.Resolution No. CC-06-19-17-01, A confirmatory Resolution Designated An Economic Revitalization Area for Schlage Lock Company, LLC and Approving Deductions For Personal Property recorded July 6, 2017 as Instrument Number 2017032014. (Not shown, blanket in nature) Reference Information: Chicago Title Commitment No. CTIN2208712, dated November 14, 2022 Subject and Adjoiner Deeds Tax Maps, & Easement Records Certificate of Survey To Indiana Statewide Association of Rural Electric Cooperatives d/b/a Indiana Electric Cooperatives, an Indiana nonprofit corporation; and Chicago Title Insurance Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 7(a), 8, 9, 11, & 13 of Table A thereof. The fieldwork was completed on January 6, 2023. Date of Plat or Map: January 13, 2023 . David B. Quinn - Indiana Registered Land Surveyor No. 80040352 NOTES: In providing this survey no attempt has been made to obtain or show data concerning the existence, size, depth, condition, capacity or location of any utility existing on the site, whether private, municipal or public owned except as shown otherwise. Subsurface and environmental conditions were not surveyed, examined, or considered as part of this survey. No evidence or statement is made concerning the existence of underground or overhead conditions, containers or facilities that may affect the use or development of this property. Copyright © Roger Ward Engineering, Inc. All rights reserved. No part of this drawing may be reproduced by photocopying, recording or by any other means, or stored, processed or transmitted in or by any computer or other systems without the prior written permission of the surveyor. Copies of this plan without a dated and initialed impression seal are not valid. As used herein, the word "certify" shall mean an expression of the Consultant's professional opinion to the best of its information, knowledge and belief, and does not constitute a warranty or guarantee by the Consultant. This instrument was prepared by David B. Quinn, Roger Ward Engineering, 6555 Carrollton Avenue, Suite A, Indianapolis, IN 46220. I affirm, under the penalties of perjury, that I have taken reasonable care to redact each Social Security number in the document, unless required by law. David B. Quinn 9/20/2023 CWW C CC 1238.48' (D)S89°45'27"E 54.98' (D)N0°14'33"E 529.24' (D)N88°32'45"E 206.15' (D)N89°07'08"E 122.23' (D)S0°14'33"W 531.31' (D)S89°07'07"W 328.33' (D)N0°14'33"E 2621.13' (M)CONC BLOCK & BRICK BUILDING ASPHALT ASPHALT ASPHALT ASPHALTCONC WALK CONC WALKCONC WALKCONC WALK CONC WALK CONC WALKCONC WALKDRY DETENTION AREA COLLEGE DRIVE PENNSYLVANIA STREETASPHALT TRAILRIP RAP OVERFLOW EL-846.90' NORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #9223889851852850849851845 843 844 846 845844 846 847 848 849 850845 844 846 846 847 847 849 848851852 85084884985013 SPACES10 SPACES4 SPACES 7 SPACES4 SPACES 10 SPACES 10 SPACES 10 SPACES 2 SPACES 6 SPACES 10 SPACES 10 SPACESRIM:850.89'INV OUT: NE-848.92'(12" PVC)RIM:850.91'INV IN: SW-848.76'(12" PVC)INV OUT: N-848.76'(12" PVC)RIM:850.87'INV IN: NW-848.59'(12" PVC)INV IN: S-848.59'(12" PVC)INV OUT: E-848.59'(12" PVC)305RIM:850.90'INV OUT: SE-848.81'(12" PVC)RIM:848.93'INV IN: W-847.45'(12" PVC)INV OUT: S-847.44'(12" RCP)RIM:847.21'INV IN: N-845.72'(12" RCP)INV OUT: S-845.60'(15" RCP)RIM:847.10'INV IN: N-845.43'(15" RCP)W 848 85084 9 851 852850850851851852850851851851 850849851852850849 RIM:849.16'INV OUT: E-843.15'(12" RCP)RIM:847.46'INV IN: W-843.06'(12" RCP)INV OUT: SE-842.76'(12" RCP)RIM:848.09'INV IN: NW-842.69'(12" RCP)INV OUT: E-842.49'(12" RCP)RIM:848.00'INV IN: W-842.90'(12" RCP)INV OUT: E-842.80'(12" RCP)RIM:842.97'INV IN: W-841.30'(12" RCP)RIM:848.19'INV OUT: SW-845.95'(12" RCP)RIM:849.53'INV IN: NE-844.82'(12" RCP)INV OUT: S-844.78'(15" RCP)RIM:848.76'INV IN: NE-845.80'(12" RCP)INV OUT: SW-845.66'(12" RCP)RIM:850.56'INV IN: N-843.89'(15" RCP)INV IN: W-843.96'(12" RCP)INV OUT: S-843.61'(15" RCP)RIM:850.13'INV IN: N-843.57'(15" RCP)INV OUT: SE-843.45'(18" RCP)RIM:849.75'INV IN: NW-843.20'(18" RCP)INV OUT: S-843.10'(18" RCP)RIM:846.23'INV IN: N-843.48'(18" RCP)RIM:850.40'INV OUT: E-844.42'(12" RCP)INV OUT: S-840.94'(12" RCP)300RIM:844.64'INV IN: N-840.03'(12" RCP)INV OUT: S-839.31'(36" RCP)JOB#: IEC.001DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:INDIANA ELECTRICAL COOPERATIVE BUILDING ADDITION 11805 N. PENNSYLVANIA STREET CARMEL, INDIANAC1 SITE DEMOLITION PLAN EXISTING CONDITIONS &PROJECT BENCHMARK: HAMILTON COUNTY CGSDISK (STATION NAME: Y 42)SET IN A CONCRETE SLAB ON THE EAST SIDE OF THEMONON TRAIL 218 FT SOUTH OF 111TH STREET.ELEV.=838.62 (NAVD 88)BENCHMARK NOTEHORIZONTAL - INDIANA STATE PLANES, EAST ZONE,USFT, NAD 83VERTICAL - NAVD 88DATUM““”“”9/20/2023 CWW C CC 1238.48' (D)S89°45'27"E 54.98' (D)N0°14'33"E 529.24' (D)N88°32'45"E 206.15' (D)N89°07'08"E 122.23' (D)S0°14'33"W 531.31' (D)S89°07'07"W 328.33' (D)N0°14'33"E 2621.13' (M)85.6'2.3'3.3'3.3'2.3'15.5'0.3'6.0'0.3'12.4'2.3'3.4'3.3'2.3'15.1'2.3'2.3'6.0'2.3'6.0'6.0'2.3'43.0'2.3'6.0'6.0'2.3'6.0'2.3'2.3'50.2'2.3'3.3'3.4'2.3'76.7'2.3'2.3'14.6'2.3'3.3'3.4'2.3'11.6'2.3'2.6'10.3'76.0'10.3'2.6'2.3'11.6'2.3'3.4'3.3'2.3'14.6'2.3'2.3'76.6'2.3'3.4'3.3'2.3'50.2'2.3'2.3'6.0'2.3'6.0'6.0'2.3'43.0'2.3'6.0'6.0'2.3'6.0'2.3'2.3'15.1'2.3'3.4'3.4'2.3'12.4'0.3'6.0'0.3'15.4'2.3'3.4'3.4'2.3'85.6'94.2'0.7'6.3'0.7'94.2'CONC BLOCK & BRICK BUILDING COLLEGE DRIVE PENNSYLVANIA STREETRIP RAP OVERFLOW EL-846.90'NORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #9223889RIM:850.89'INV OUT: NE-848.92'(12" PVC)RIM:850.91'INV IN: SW-848.76'(12" PVC)INV OUT: N-848.76'(12" PVC)RIM:850.87'INV IN: NW-848.59'(12" PVC)INV IN: S-848.59'(12" PVC)INV OUT: E-848.59'(12" PVC)RIM:848.93'INV IN: W-847.45'(12" PVC)INV OUT: S-847.44'(12" RCP)RIM:847.21'INV IN: N-845.72'(12" RCP)INV OUT: S-845.60'(15" RCP)RIM:847.10'INV IN: N-845.43'(15" RCP)W RIM:849.16'INV OUT: E-843.15'(12" RCP)RIM:847.46'INV IN: W-843.06'(12" RCP)INV OUT: SE-842.76'(12" RCP)RIM:848.09'INV IN: NW-842.69'(12" RCP)INV OUT: E-842.49'(12" RCP)RIM:848.00'INV IN: W-842.90'(12" RCP)INV OUT: E-842.80'(12" RCP)RIM:842.97'INV IN: W-841.30'(12" RCP)RIM:848.19'INV OUT: SW-845.95'(12" RCP)RIM:849.53'INV IN: NE-844.82'(12" RCP)INV OUT: S-844.78'(15" RCP)RIM:848.76'INV IN: NE-845.80'(12" RCP)INV OUT: SW-845.66'(12" RCP)RIM:850.56'INV IN: N-843.89'(15" RCP)INV IN: W-843.96'(12" RCP)INV OUT: S-843.61'(15" RCP)RIM:850.13'INV IN: N-843.57'(15" RCP)INV OUT: SE-843.45'(18" RCP)RIM:849.75'INV IN: NW-843.20'(18" RCP)INV OUT: S-843.10'(18" RCP)RIM:846.23'INV IN: N-843.48'(18" RCP)RIM:850.40'INV OUT: E-844.42'(12" RCP)INV OUT: S-840.94'(12" RCP)300RIM:844.64'INV IN: N-840.03'(12" RCP)INV OUT: S-839.31'(36" RCP)16.79'26.83'16.79'1.12'1.12'26.75'1.12'2.75'2.75'1.12'17.92'2.62'27.18'2.62'17.92'1.12'2.65'2.75'1.12'26.75'1.12'1.85'1.12'25.49'1.12'14.25'68.42'13.62'31.09'4.18'9.99'15.85'9.70'17.84'40.03'37.87'C101SITE & UTILITY PLANJOB#: IEC.001DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:INDIANA ELECTRICAL COOPERATIVE BUILDING ADDITION 11805 N. PENNSYLVANIA STREET CARMEL, INDIANAIF IT WILL BE NECESSARY TO RELOCATEEXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OFTHE DEVELOPER. ALL UTILITY POLES SHALL BELOCATED WITHIN ONE FOOT OF THE PROPOSEDRIGHT-OF-WAY.WCONTRACTOR TO MAINTAIN UNINTERRUPTEDUTILITY SERVICE (WHENEVER POSSIBLE) TOBUILDING DURING CONSTRUCTION. VERIFY WITHPROJECT'S MEP THAT ALL EXISTING UTILITYSERVICE CONNECTIONS ARE SUFFICIENT FORTHE PROPOSED BUILDING IMPROVEMENTS.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLBE RESTORED/REPAIRED TO THE SATISFACTIONOF THE CITY AT THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGEDTO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF THE CONSTRUCTIONTO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY.BUILDING ADDITION = 5,225 SFEX. BUILDING FOOTPRINT = 20,035 SFTOTAL BUILDING = 25,260 SFSITE AREA = 4.00 AC+/-ZONING = B-2FRONT SETBACK = 15 FTSIDE SETBACK = 5 FTREAR SETBACK = 5 FT% LOT COVERAGE = 1.87/ 4.00 = 47%ALLOWED LOT COVERAGE = 90%ON-SITE PARKING REQUIRED:1 SPACE PER 250 SF OF FLOOR AREAFLOOR AREA = 25,260 / 250 = 101 SPACES REQ'DON-SITE PARKING PROVIDED:STANDARD SPACES = 96ACCESSIBLE SPACES = 5TOTAL: 101 SPACES PROVIDEDDEVELOPMENT SUMMARYHORIZONTAL - INDIANA STATE PLANES, EAST ZONE, USFT, NAD 83VERTICAL - NAVD 88DATUM9/20/2023 9/20/2023 C C CC 1238.48' (D)S89°45'27"E 54.98' (D)N0°14'33"E 529.24' (D)N88°32'45"E 206.15' (D)N89°07'08"E 122.23' (D)S0°14'33"W 531.31' (D)S89°07'07"W 328.33' (D)N0°14'33"E 2621.13' (M)14 1718 FFE - 852.64 FFE - 852.67 FFE - 852.60 FFE - 852.57CONC BLOCK & BRICK BUILDING COLLEGE DRIVE PENNSYLVANIA STREETPOINT OF BEGINNING NORTH PENNSYLVANIA ASSOCIATES LLC INSTRUMENT #9709756614 WASHINGTON NATIONALINSURANCE COMPANYINSTRUMENT #92238891 2 3 4 2.52.5 73.0 138.0 100.5 97.0 851852850849851845 843 844 846 845844 846 847 848 849 850845 844 846 846 847 847 849 848851852 850848849850 848 85084 9 851 852850850851851852850851851851 850849851852850849 Wetland Plantings - "Early Successional Wetland Mix" as Specified by Spence Restoration Nursery along the regraded banks of the dry detention pond. See C104.C103JOB#: IEC.001SWPP PLAN DATE: 03/30/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSJOB#: IEC.001DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:INDIANA ELECTRICAL COOPERATIVE BUILDING ADDITION 11805 N. PENNSYLVANIA STREET CARMEL, INDIANATHE SITE LIES ENTIRELY WITHIN THE FEDERALLYDESIGNATED FLOOD ZONE X (NOT A FLOOD HAZARD AREA)PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0209 G,EFFECTIVE NOVEMBER 19, 2014.SITE FLOOD INFOPROJECT BENCHMARK: HAMILTON COUNTY CGS DISK (STATION NAME: Y 42)SET IN A CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FTSOUTH OF 111TH STREET.ELEV.=838.62 (NAVD 88)BENCHMARK NOTEHORIZONTAL - INDIANA STATE PLANES, EAST ZONE, USFT, NAD 83VERTICAL - NAVD 88DATUM9/20/2023 C104JOB#: IEC.001SWPP DETAILS DATE: 03/30/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSJOB#: IEC.001DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:INDIANA ELECTRICAL COOPERATIVE BUILDING ADDITION 11805 N. PENNSYLVANIA STREET CARMEL, INDIANA NATURAL AREA -9/20/2023 C105EROSION CONTROLSPECIFICATIONSJOB#: IEC.001 DATE: 03/10/23DRAWN BY: RCW(317) 251-1738 (FAX) 251-1923INDIANAPOLIS, INDIANA 462206555 CARROLLTON AVENUEwww.rw-engineering.comCIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:INDIANA ELECTRICALCOOPERATIVEBUILDING ADDITION11805 N. PENNSYLVANIA STREETCARMEL, INDIANALat: 39^57'38" N Long: 86^09'15" W See Sheet C101 No 100-YR floodplains, floodway fringes, and floodways exist on or adjacent to the site. Reference FIRM panel 18097C0042F, effective 4/19/2016. North: Commercial West:Commercial South:Commercial East:Commercial / Vacant West Fork White River (Marion County to Waverly) approved March 31, 2004. Runoff from the project site will discharge into WR Fertig Drain then to Eagle CReek then ultimately White River. HUC14 - 05120201090040 N/A For soils map see sheet C104. USDA web soil survey mapping identified: -Urban land Crosby Silt Loam Complex Soil (71% site) -Urban Land Brookston Complex Soil (29% site). N/A Notice of Intent, CSGP The existing site is developed with a 21,452 DF office building and 101-space parking lot. There is some perimeter landscaping consisting of trees and shrubs, as well as an existing dry detention pond along the south property. The existing site topography is depicted on C1. As indicated on C1 and C102, drainage generates mostly on-site with some offsite drainage basins t the west and east of the property. C1 indicates the existing runoff is collected into the dry detention pond and is discharged via and existing outlet pipe to a storm sewer system to the south.. Existing infrastructure can be viewed on C1. N/A N/A 4.00 AC 0.92 AC The proposed grading can be found on C102. C103 provides the limits of construction. C102 provides the locations of all proposed drainage components with details being provided on C801. B14 & B15 - MATERIAL HANDLING AND SPILL PREVENTION AND SPILL RESPONSE PLAN MEETING THE REQUIREMENTS IN 327 IAC 2-6.1: Expected materials that may appear at the site due to construction activities include, but are not limited to petroleum products, fertilizers, paint and solvents, and concrete. Materials shall be stored in the designated material storage area. Spill prevention for vehicle and equipment fueling shall conform to the following practices: vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Limitations: Onsite vehicle and equipment fueling should only be used where it is impractical to send vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should be done in conjunction with a Stabilized Construction Entrance/Exit. Implementation: Use offsite fueling stations as much as possible. Discourage "topping-off" of fuel tanks. Absorbent spill cleanup materials and spill kits should be available in fueling areas and on fueling trucks, and should be disposed of properly after use. Drip pans or absorbent pads should be used during vehicle and equipment fueling, unless the fueling is performed over an impermeable surface in a dedicated fueling area. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove the absorbent materials promptly and dispose of properly. Avoid mobile fueling of mobile construction equipment around the site; rather, transport the equipment to designated fueling areas. Train employees and subcontractors in proper fueling and cleanup procedures. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be located at least 50 ft away from downstream drainage facilities and watercourses. Fueling must be performed on level-grade area. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff to control drips. Fueling operations should not be left unattended. Federal, state, and local requirements should be observed for any stationary above ground storage tanks. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be repaired immediately or problem vehicles or equipment should be removed from the project site. Keep ample supplies of spill cleanup materials onsite. Immediately clean up spills and properly dispose of contaminated soils. Spill prevention for solid waste shall conform to the following practices: Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures, and building construction. Packaging materials including wood, paper, and plastic. Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products. Domestic wastes including food containers such as beverage cans, coffee cups, paper bags, plastic wrappers, and cigarettes. Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, non-hazardous equipment parts, Styrofoam and other package construction materials. Select designated waste collection areas onsite. Inform trash-hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (sued oils, solvents and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designed for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspect construction waste area regularly. Arrange for regular waste collection. Spill prevention for concrete washout shall conform to the following practices: Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be duped onsite, except in designated areas. Locate washout areas at least 50 ft from storm drains, open ditches, or water bodies. Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. The cleanup parameters shall conform to the following practices: The developer / homeowners association shall be continually kept informed, maintain lists of qualified contractors and available Vac-trucks, tank pumpers and other equipment readily accessible for cleanup operations. In addition, a continually updated list of available absorbent materials and cleanup supplies should be kept on site. All maintenance personnel will be made aware of techniques for prevention of spills. 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 spills and / or necessary alteration to this plan. When spills occur which could endanger human life and this become primary concern, the discharge of the life saving protection function will be carried out by the local police and fire departments. 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. Flushing of spilled material with water will not be permitted unless so authorized by the Indiana Department of Environmental Management. Potential pollutants sources relative to a construction site may include, but are not limited to material and fuel storage areas, fueling locations, exposed soils and leaking vehicle/equipment. Potential pollutants that may appear at the site due to construction activities include, but are not limited to diesel fuel, gasoline, concrete and concrete washout, solid waste, sediment, paint and solvents, equipment repair products, anti-freeze and fertilizer. No Non-stormwater discharge sources were identified for this project site. In order to contain potential pollutants several construction stage measures will be implemented. This includes a stable construction entrance, paved area inlet protection on and adjacent to the site, perimeter silt fencing, and temporary stabilization as necessary. A stone construction entrance will be located at the east of the site. See Sheet C103 for plan location and Sheet C104 for details and specifications. Seeding will be used as temporary surface stabilization measures as well as Permanent surface stabilization measures. The location of each surface stabilization measure are on sheet C103. The details and specifications for each stated measure are on sheet C104. install temporary seeding after a specific stage of construction has been completed (temporary or final) where areas will be idle of construction activities for a period of 15 days or more. Temporary seeding will be used as erosion control measures for concentrated flows. The location of each measure is located on sheet C103. The details and specifications for each stated sediment control measure is on sheet C104. Silt Fencing will be installed along the perimeter of the site The location of each measure are on sheet C103. The details and specifications for each stated measure are on sheet C104. N/A The stormwater outlet protection is provided at the end sections draining into the dry detention pond. Grade stabilization will be installed on all slopes 3:1 or greater. The location of each measure are on sheet C103. The details and specifications for each stated measure are on sheet C104. Dewatering is not anticipated. Should the water table temporarily inhibit excavation measures, the water shall be pumped upstream above proposed silt fence to allow for sediment filtration as specified on C103. N/A 1.inspect the silt fence periodically and after each storm event. 2.if fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. 3.remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the fabric to bulge. 4.take care to avoid undermining the fence during clean out. 5.after the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the disturbed area to grade, and stabilize. temporary sediment trap maintenance requirements 1.inspect temporary sediment traps after each storm event and immediately repair any erosion and piping holes. 2.remove sediment when it has accumulated to one-half the design depth. 3.replace spillway gravel facing if clogged. 4.inspect vegetation, and re-seed if necessary. 5.check the spillway depth periodically to ensure a minimum of 1.5 ft. depth from the lowest point of the settled embankment to highest point of the spillway crest, and fill any low areas to maintain design elevation. 6.promptly replace any displaced riprap, being careful that no stones in the spillway are above design grade. 7.after all disturbed areas have been stabilized, remove the structure and sediment, smooth the site to blend with adjoining areas, and stabilize. The final land use for the site will be an apartment complex. Potential pollutant sources that may appear at the site due to proposed land use activities, but are not limited to vehicles, exposed soil and trash. Potential pollutants include, but are not limited to oil, grease, antifreeze, brake fluid, brake dust, rubber fragments, gasoline, diesel fuel and other hydrocarbons, metals from vehicular and other sources, grit (sediment) from wearing of the road surface and falling or washing off of vehicles, trash (including bacteria and other biological agents contained in the trash) from littering and other types of improper disposal or storage, and elevated receiving water temperatures from stormwater run-off contact with impervious surfaces. The use of one mechanical water quality structure (Aqua-Swirl XC-4) and an existing detention pond with new native plantings along the banks will provide the stormwater quality requirements. The location of stormwater quality measures are on sheet C103. The stormwater quality specifications are provided on sheets C801. All details of the proposed stormwater infrastructure found on C102 and C103 should be referenced on C801. The existing dry detention pond will be regraded to increase its storage capcity and an Aqua-Siwrl XC-4 will be placed on top of an existing storm sewer. Underground roofdrains will be around the building addition to collect the new roof drainage and direct it to an existing on-site storm sewer. After final landscaping and seeding and the completion of all construction activities, it is the responsibility of the Contractor/Responsible entity to remove any trash or sedimentation from the swale and detention basin. See Maintenance guidelines for post-construction stormwater measures below. An Operations & Maintenance Manual has been prepared for this site. The Owner is responsible for implementing and reporting the post-construction water quality measures as outlined in the O&M Manual. Any debris in the parking areas should be picked up and placed in the trash receptacle. The parking area shall be kept clean and be swept every 3 months. Storm Sewer System Inspect the system every six months. Evaluate the condition of the system and confirm no riprap failures, storm drains are in good condition with no evidence of non-stormwater discharges or excessive sedimentation, inlet and outlet structures are in good repair with no cracks or excessive sediments in the structures, castings well seated and orifice openings free of obstructions. Inspect and clean the system once annually. Call a local company to remove sediments, oil, and other floatable pollutants as required. Dispose of all waste in accordance with federal, state and local requirements. Water and sediment from cleaning procedures should NOT be dumped into a sanitary sewer. Dry Detention Basin Inspect the existing dry detention pond every six months and clean the system as needed. Keep the banks free of debris and trash. Keep the pipe ends and end sections free of debris and trash. Once a year, inspect the bottom of the dry pond to make sure sediment acculation has not exceeded 6 inches. Whenever sediment acculation exceeds 6 inches, have the dry pond dredged / cleaned out back to the original grade. Dispose of all waste in accordance with federal, state and local requirements. Water and sediment from cleaning procedures should NOT be dumped into a sanitary sewer. Aqua-Swirl Inspect the Aqua-Swirl every six months and clean the system as needed. Inspect and clean the system once annually regardless of whether it has reached its sediment or floatable pollutant storage capacity. Call a local vactor company to remove sediments, oil, and other floatable pollutants with a vactor. Dispose of all waste in accordance with federal, state and local requirements. Water and sediment from cleaning procedures should NOT be dumped into a sanitary sewer. John Cassady Indiana Electric Cooperatives 8888 Keystone Crossing, Suite 1600 Indianapolis, IN 46240 (317)793-4943 B12 - PLANNED CONSTRUCTION SEQUENCE THAT DESCRIBES THE IMPLEMENTATION OF STORMWATER QUALITY MEASURES IN RELATION TO LAND DISTURBANCE step # 1: contractor to setup pre-construction meeting with the ms4 coordinator prior to construction. contractor to install construction staging area, place perimeter silt fence, existing inlet sediment protection, stable construction entrance prior to the pre-con meeting (1 week prior to the start of construction). step # 2: overall earth work shall begin the second week of construction,including removing the existing surface preparing the building pad. temporary seed all disturbed areas if construction activities are not anticipated within ten days after initial disturbance. (throughout the duration of the project) step # 3: construction of storm sewer, sanitary lateral, and utilities may begin.install inlet sediment barriers upon construction of inlets. An excavated drop inlet shall be placed until inlets have pavement around them and sediment barriers can be placed (within one month of construction).once the aquaswirl water quality units have been placed the units must be protected from construction phse sediment runoff. The units must be monitored and maintained as outlined in the post construction stormwater pollution prevention plan. step # 4: contractor shall temporary seed any disturbed areas during construction of storm sewer, sanitary sewer, utilities or roadways. (throughout the duration of the project) step # 5: finish grade slopes, & mounds. seed all areas as noted, and install erosion control blanketing where noted. step # 6: complete drive aisles/parking areas. install pavement area inlet protection. step # 7: construct building and final grade of landscape areas. step # 8: install landscaping and final seeding. submit to IDEM Notice of Termination. Note: install temporary seeding after a specific stage of construction has been completed (temporary or final) where areas will be idle of construction activities for a period of 15 days or more. B13 - EROSION AND SEDIMENT CONTROL ON INDIVIDUAL RESIDENTIAL BUILDING LOTS N/A B14 & B15 - Cont. Spill prevention for vehicle and equipment maintenance shall conform to the following practices: Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a "dry and clean site". The best option would be to perform maintenance activities at an offsite facility. If this option is not available then work should be performed in designated areas only, while providing cover for materials stored outside, checking for leaks and spills, and containing and cleaning up spills immediately. These procedures are suitable on all construction projects where an onsite yard area is necessary for storage and maintenance of heavy equipment and vehicles. Onsite vehicle and equipment maintenance should only be used where it is impractical to send vehicles and equipment offsite for maintenance and repair. Sending vehicles / equipment offsite should by done in conjunction with a stabilized construction entrance / exit. Out door vehicle or equipment maintenance is a potentially significant source of stormwater pollution. Activities that can contaminate stormwater include engine repair and service, changing or replacement of fluids, and outdoor equipment storage and parking (engine fluid leaks). If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and runoff, and should be located at least 50 ft from downstream drainage facilities and water courses. Drip pans or absorbent pads should be used during vehicle and equipment maintenance work that involves fluids, unless the maintenance work is performed over and impermeable surface in a dedicated maintenance area. Place a stockpile of spill cleanup materials where it will be readily accessible. All fueling trucks and fueling areas are required to have spill kits and/or use other spill protection devices. Use absorbent materials on small spills. Remove the absorbent materials promptly and dispose of properly. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. Deep vehicles and equipment clean; do not allow excessive buildup of oil and grease. Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary containment and covers for these materials if stored onsite. Train employees and subcontractors in proper maintenance and spill cleanup procedures. Drip pans or plastic sheeting should by placed under all vehicles and equipment placed on docks, barges, other structures over water bodies when the vehicle or equipment is planned to be idle for more than 1 hour. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Properly dispose of or recycle used batteries. Do not place used oil in a dumpster or pour into a storm drain or water course. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Don not bury tires. Repair leaks of fluids and oil immediately. Spill prevention for fertilizers shall conform to the following practices: Fertilizer's used will be applied only in the minimum amounts recommended by the manufacturer. Once applied, fertilizer will be worked into the soil to limit exposure to storm water. The contents of any partially used bags of fertilizer will be transferred to a sealable plastic bin to avoid spills. Spill prevention for paint and solvents shall conform to the following practices: All containers will be tightly sealed and stored when not required for use. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM but will be properly disposed of according to manufacturers' instructions or State or local regulations. Spill prevention and cleanup shall conform to IDEM form 327 IAC 2-6 and the Indianapolis Fire Department (317-327-3811) and IDEM Spill Response Center (888-233-7745) shall be contacted in the case of a material spill occurring. 1.during vegetative establishment, inspect after storm events for any erosion below the blanket. 2.if any area shows erosion, pull back that portion of the blanket covering it, add soil, re-seed the area, and re-lay and staple the blanket. 3.after vegetative establishment, check the treated area periodically. temporary gravel construction entrance maintenance requirements 1.inspect entrance pad and sediment disposal area weekly and after storm events or heavy use. 2.reshape pad as needed for drainage and runoff control. 3.topdress with clean stone as needed. 4.immediately remove mud and sediment tracked or washed onto 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. C102 provides the stormwater discharge of the site in a proposed manhole. C101 identifies all proposed site activities with particular detail to the stormwater infrastructure provided on C102. C103 identifies the topsoil stockpile during the construction phase activities. No offsite borrow areas are being used. All Equipment staging and refueling areas will be located on-site. No offsite activities are projected for this project. N/A 9/20/2023 9/20/2023 C901JOB#: IEC.001SPECIFICATIONS DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSJOB#: IEC.001DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:INDIANA ELECTRICAL COOPERATIVE BUILDING ADDITION 11805 N. PENNSYLVANIA STREET CARMEL, INDIANA 9/20/2023 C902JOB#: IEC.001AND PAVING POLICY DRAWN BY: RCWJOB#: IEC.001DATE: 03/10/23 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTSBY:INDIANA ELECTRICAL COOPERATIVE BUILDING ADDITION 11805 N. PENNSYLVANIA STREET CARMEL, INDIANA CARMEL CONCRETE CURB9/20/2023