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HomeMy WebLinkAboutSecurity Federal Savings Bank Full SetPROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. N CONSTRUCTION PLANS FOR:SECURITY FEDERAL BANK CARMEL 10880 N. MICHIGAN RD. CITY OF CARMEL, HAMILTON COUNTY, INDIANA NW 14, SECTION 6, TOWNSHIP 17N, RANGE 3E SITE VICINITY & ZONING MAP SITE LOCATION N 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF NOT TO SCALE HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400 CARMEL, IN 46290 Contact Person: STEVE BOLTON 513.254.5765 SPB@HOKANSON.INC SITE DATA: TOTAL SITE ACREAGE - 1.47 AC TOTAL ACREAGE OF DISTURBANCE - 1.4 AC GROSS SQUARE FOOTAGE OF BUILDINGBANK/OFFICE BUILDING - 9,650 SF SETBACKS:REQUIRED PROVIDED FRONT YARD 30 FT (MICHIGAN) 30.8 FT 60 FT (REDD RD) 67.0 FT (ATM ACCESSORY STRUCTURE) 208.1 FT (DRIVE UP CANOPY)314.9 FT (PRIMARY BUILDING) SIDE YARD 0 FT 19.5 FT (SOUTH) 56.9 FT (NORTH) REAR YARD 30 FT N/A (NO REAR YARD) PROPOSED CONSTRUCTION START - APRIL 1, 2023 PROPOSED CONSTRUCTION END - APRIL 1, 2024 WORK IS SCHEDULED TO BE COMPLETED IN ONE CONTINUOUSCONSTRUCTION PHASE PRINTED BY: Ashton FritzDATE: 3/30/2023 10:44 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C100.DWG, LAYOUT: COVER SHEETPLANS PREPARED FOR: COUNTY LOCATION MAP SITE LOCATION NOT TO SCALE FLOOD ZONE: THE PROJECT SITE IS LOCATED WITHIN THE FEMA COMMUNITY PANEL MAP NO. 18057C0205G WITH AN EFFECTIVE DATE OF 11/19/2014. REVIEW OF THE MAP INDICATES THE SITE IS LOCATED WITHIN THE FLOOD DESIGNATION 'ZONE X'(UNSHADED), “AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCEFLOODPLAIN”. GENERAL NOTES: 1. THE CONSTRUCTION PLANS SHALL GOVERN OVER ANY OTHER FORM OF MEDIA, WHICH INCLUDES DIGITAL FILES OF THIS PROJECT. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, STATE & FEDERAL AGENCIES PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINATE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. ONCE ALL UTILITIES HAVE BEEN LOCATED, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DRAWINGS. 4. BEFORE WORKING WITH OR AROUND EXISTING UTILITIES, THE APPLICABLE UTILITY COMPANY SHALL BE CONTACTED BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 5. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS FOR THE GOVERNING MUNICIPALITY REQUIREMENTS. 6. MAINTENANCE OF TRAFFIC NEEDED FOR THIS PROJECT SHALL BE INSTALLED AND MAINTAINED PER INDOT SPECIFICATIONS AND THE INDIANA MUTCD MANUAL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 8. ALL QUANTITIES GIVEN ON THESE CONSTRUCTION PLANS OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 10. ALL GRADES AT THE BOUNDARY SHALL MEET EXISTING GRADES. 11. NO WORK SHALL BE CONSTRUCTED OFFSITE UNLESS SHOWN OR DENOTED OTHERWISE WITHIN THESE PLANS. 12. NO CONSTRUCTION WORK SHALL BE PERFORMED WITHIN THE ADJACENT OR ONSITE WATER TRIBUTARIES / WATERCOURSES UNLESS SHOWN AND DENOTED AS SUCH OTHERWISE WITHIN THESE PLANS. 13. CONTRACTOR SHALL MINIMIZE DAMAGE TO ANY EXISTING TREES UNLESS NOTED OTHERWISE. 14. ALL CONSTRUCTION ACTIVITY ON THIS SITE IS TO PERFORMED IN COMPLIANCE WITH ALL APPLICABLE O.S.H.A. STANDARDS FOR WORKERS SAFETY. 15. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. QUANTITIES NOTE: ANY AND ALL QUANTITY TABLES AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. THE PLANS, DETAILS, AND SPECIFICATIONS GOVERN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE ENTIRE CONSTRUCTION SET AND DETERMINE ALL THE FINAL QUANTITIES FOR ALL NECESSARY ITEMS REQUIRED TO COMPLETE THIS PROJECT. THE OWNER OR THE ENGINEER WILL NOT BE HELD LIABLE OR RESPONSIBLE FOR ESTIMATES NOT CONFIRMED BY THE CONTRACTORS. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. IF DISCREPANCIES ARE FOUND, CONTACT THE ENGINEER IMMEDIATELY. SPECIFICATIONS: 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CITY OF CARMEL STANDARDS, DETAILS, AND SPECIFICATIONS (STANDARDS), LATEST EDITIONS, UNLESS SPECIFICALLY NOTED OTHERWISE. 2. INDIANA STATE DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD DRAWINGS AND SPECIFICATIONS, LATEST EDITIONS, SHALL BE INCORPORATED INTO AND UTILIZED WITH THESE PLANS (SUPPLEMENTAL SPECIFICATIONS AND DETAILS). 3. CITIZENS ENERGY GROUP WATER STANDARDS, DETAILS, AND SPECIFICATIONS, LATEST EDITIONS, SHALL BE INCORPORATED INTO AND UTILIZED WITH THESE PLANS AS IT PERTAINS TO WATERLINE CONSTRUCTION. 3. CITIZENS ENERGY GROUP SANITARY STANDARDS, DETAILS, AND SPECIFICATIONS, LATEST EDITIONS, SHALL BE INCORPORATED INTO AND UTILIZED WITH THESE PLANS AS IT PERTAINS TO SANITARY MAINS, FORCE MAINS, GRINDER PUMPS AND LATERAL CONSTRUCTIONS. 4. THE INDIANA MUTCD MANUAL, LATEST EDITION, SHALL BE INCORPORATED INTO AND UTILIZED WITH THESE PLANS. MAINTENANCE OF TRAFFIC (MOT) NOTES: ALL MAINTENANCE OF TRAFFIC SHALL BE DESIGNED TO, FOLLOW, AND BE INSTALLED PER THE INDIANA MUTCD MANUAL, INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) SPECIFICATIONS AND STANDARD DRAWINGS, AND INDOT DESIGN MANUAL. AF AF KG C100 COVER SHEET B3 B3 FRITZ ENGINEERING SERVICES, LLC CONTACT PERSON: Primary Contact Project Manager: Ashton Fritz, PE email: ashton@Fritz-Eng.com CARMEL UTILITIES 30 West Main Street Carmel, IN 46032 (317) 571-2442 (Customer Service) CITIZEN'S ENERGY GROUP 2150 Dr. Martin Luther King Jr. Street indianapolis, IN 46202 (317) 263-6418 CARMEL DEPARTMENT OF COMMUNITY SERVICES 1 Municipal Drive Carmel, IN 46032 (317) 571-2417 DUKE ENERGY 100 South Mill Creek Road Noblesville, Indiana 46060 (317) 776-5365 VECTREN 16000 Allisonville Road Noblesville, Indiana 46061 (317) 776-5532 CARMEL DEPARTMENT OF ENGINEERING 1 Civic Square Carmel, IN 46032 (317) 571-2441 COMCAST 5330 E. 65th Street Indianapolis, IN 46220 (317) 774-3384 TRICO REGIONAL WASTE 10701 N College Ave, Suite A Indianapolis, IN 46280 OPERATING AUTHORITIES B3 CARMEL ENGINEERING DEPARTMENT NOTE: ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THEREQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACTTHE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. EXISTING RIGHT OF WAY NOTE: DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. CARMEL PETITION REFERENCE: DOCKET NO. PZ-2022-00247 DP/ADLS DOCKET NO. PZ-2000-00248 V STORMWATER PERMIT: B2 R-MF-2 (ZIONSVILLE) I-2 (ZIONSVILLE) SHEET INDEX SHEET NUMBER SHEET TITLE C100 COVER SHEET C101 GENERAL INFORMATION PLAN C102 SURVEY BY OTHERS C103 SURVEY BY OTHERS NOTES C104 EXISTING CONDITIONS & DEMOLITION PLAN C105 MAINTENANCE OF TRAFFIC PLAN C201 SITE PLAN C301 GRADING PLAN C302 FLOOD ROUTING DIAGRAM C401 UTILITY PLAN C402 STORM PLAN & PROFILE C403 STORM PLAN & PROFILE C404 STORM PLAN & PROFILE C501 INITIAL EROSION CONTROLS SWPPP C502 MASS GRADING & CONSTRUCTION SWPPP C503 POST CONSTRUCTION SWPPP C504 SWPPP SEQUENCING & SOILS INFORMATION C505 SWPPP - CSGP REPORT & SPILL PREVENTION C506 EROSION CONTROL DETAILS C801 GENERAL DETAILS C802 CARMEL CURB & PAVING DETAILS C803 INDOT ADA RAMP DETAILS C804 TRICO SANITARY DETAILS C805 WATER & STORM DETAILS C901 GENERAL SPECIFICATIONS C902 CARMEL CURB & PAVING POLICY L101 LANDSCAPE PLAN L102 LANDSCAPE DETAILS 10/11/2023 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF 1) Earthwork & grading shall not start until erosion control measures have been properly installed. 2) Occupational safety and health administration (OSHA) standards for excavations; final rule 29 cfr part 1926, subpart "p" applies to all excavations exceeding five (5) feet in depth. 3) Provide positive drainage that assures no ponding in all areas. After installation, contractor to test for, and correct, in any, standing water conditions are present. 4) All proposed spot elevations are the final pavement and grade elevations. See appropriate details and specifications to determine the subgrade elevations below finish grade elevations for construction. 5) All sanitary manholes in non-paved areas shall be 3" above grade. 6) The maximum slope to be used in non-paved areas shall be 3:1. 7) All A.D.A. parking spaces & access aisles shall be level with surface slopes not to exceed 2% (1:50) in anydirection as which to comply with A.D.A requirements. 8) All sidewalks cross slopes shall not exceed 2% (1:50) unless noted otherwise. 9) Provide smooth transitions from new areas to existing features as appropriate. 1) The utilities indicated on these construction plans and on the survey may not be a compete inventory of allexisting utilities currently on or near the site. The size and location of these utilities may be approximate. The engineer shall not be held liable for any inaccurate utility information indicated, or not indicated on this survey. 2) Topographic information provided herein was obtained by field work performed by another firm and provided toFritz Engineering Services, LLC. Fritz Engineering Services, LLC shall not be responsible for any existingconditions shown within this set of plans. 1) It shall be the responsibility of the contractor to remove any materials and/or structures not located on thissurvey. 2) It shall be the responsibility of the contractor to verify all existing utilities and their locations pertaining to theirphase of work, and to verify which utilities will be removed by the utility company. Any and all utilities not removed by the utility company shall be removed by the contractor. 3) Utility locations shown are approximate and shall be relocated and/or capped at the Right-Of-Way line and abandoned before construction at no additional cost to the owner. 4) The owner gets the first right of salvage. 5) All demolition material not being salvage shall be properly disposed of offsite by the contractor. 6) The contractor shall obtain all demolition permits required by the local and state agencies. 7) The contractor shall maintain streets and shared drives free and clear of sediment and debris. 8) The contractor is responsible for the protection of all existing utility lines unless otherwise stated. 9) Contractor shall coordinate all temporary shut down of existing utility services with the appropriate utilitydepartment, owner, authority, etc. 10) Contractor shall coordinate any necessary street or drive closures required. 1) See architectural plans for all building dimensions. Any dimensions shown herein shall be consideredconceptual. 2) All dimensions are to edge of pavement or face of curb, unless noted otherwise. 3) All dimensions are to face of brick or facing material, unless noted otherwise. 4) All parking area stripes are to be 4" white paint. Handicapped parking areas and access aisles shall be 4"blue paint. 5) Provide smooth transitions from new areas to existing features as appropriate. 6) The edge of existing asphalt pavement shall be properly sealed with a tack coat material in all areas wherenew asphalt pavement is indicated to join existing pavement. 7) Provide chamfer ends at curbs. 8) Verify sign locations & sign requirements with local governing municipality. RCP IE/INV = INVERT ELEVATION = REINFORCED CONCRETE PIPE HDPE = HIGH DENSITY POLYETHYLENE PIPE SSD = SUB-SURFACE DRAIN MH STR RD&UE D&UE SD&UE SAN HC ME STM ROW MPE TYP PR EX R B-B = MANHOLE = STRUCTURE = REGULATED DRAIN AND UTILITY EASEMENT = DRAINAGE AND UTILITY EASEMENT = SANITARY, DRAINAGE, AND UTILITY EASEMENT = SANITARY SEWER = HANDICAP RAMP = MATCH EXISTING = STORM SEWER = RIGHT OF WAY = MINIMUM PAD ELEVATION = TYPICAL = PROPOSED = EXISTING = RADIUS = BACK TO BACK = SANITARY EASEMENT = WATER AND UTILITY EASEMENT SE W&UE ABBREVIATIONS AND TERMS = RIM / TOP OF CASTING = TOP OF CURBTC RIM = GUTTERGUT = NORMAL POOL = ELEVATION NP ELEV LF = LINEAR FEET UD = UNDERDRAIN EXISTING CONTOURS FLOW ARROW PROPOSED CONTOURS785 785 TEMP. FLUSH HYDRANT BLOW-OFF WATER METER REDUCER THRUST BLOCK M.J. SLEEVE PLUG CROSS FIRE CONNECTION M T CO POST INDICATOR VALVEPIV FLH R TC:XXX.XXBC:XXX.XX XXX.XX XXX.XX H.P. XXX.XX L.P. :XXX.XX TW:XXX.XXBW:XXX.XX FLOW LINE ELEVATION SPOT ELEVATION HIGH POINT ELEVATION LOW POINT ELEVATION TOP/BOTTOM CURB ELEVATION TOP/BOTTOM WALL ELEVATION ME - MATCH EXISTING GRADE TV CABLE TV LINE** E ELECTRIC LINE** FO FIBER OPTIC LINE FM STORM SEWER G SANITARY SEWER T FORCE MAIN W GAS LINE TELEPHONE LINE** WATER LINE **PREFIX FOR UTILITY LINES:UG - UNDERGROUND OH - OVERHEAD HYDRANT VALVE TEE ADAPTER BEND TRANSFORMER PAD RELOCATED ELECTRIC/TELEPHONE POLE SIGN HANDICAP PARKING CLEAN OUT STORMTECH STORM CHAMBER SANITARY MANHOLE STORM MANHOLE STORM COMBINATION INLET STORM GRATE INLET STORM BEEHIVE/YARD DRAIN STORM END SECTION BMP/AQUA-SWIRL >>>>>FLOW LINE, PAVEMENT FD FOUNDATION DRAIN UD STORM UNDERDRAIN 8''W SUB-SURFACE DRAIN PROPOSED LEGEND STORM STRUCTURE NUMBER### FLOW LINE, SWALE (GRASS) SOILS MAP AND INFORMATION PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. DE = DRAINAGE EASEMENT FLOOD MAP PRINTED BY: Ashton FritzDATE: 3/30/2023 10:44 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C100.DWG, LAYOUT: GENERAL INFORMATION PLANSURVEY NOTES: DEMOLITION NOTES: SITE/LAYOUT NOTES: GRADING NOTES: LAND DESCRIPTION (FROM SURVEY): THE FOLLOWING DESCRIPTION WAS PREPARED BY JOSEPH TRTAN, P.S. - INDIANA #LS21500003 OFFOREFRONT SURVEYING AND ENGINEERING AS PART OF A SURVEY PERFORMED UNDER JOB NO. 22SE-827, DATED 10/05/2022. PART OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA AND BEING MORE PARTICULARLY DESCRIBED ASFOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 00DEGREES 23 MINUTES 46 SECONDS WEST ALONG THE WEST LINE OF SAID QUARTER SECTION,1076.05 FEET TO THE NORTHWEST CORNER OF INSTRUMENT NUMBER 2021090161 AS RECORDED INTHE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE 85 DEGREES 28 MINUTES 08 SECONDS EAST ALONG THE NORTH LINE OF SAID INSTRUMENT, 56.21 FEET TO THE POINT OFBEGINNING;THENCE NORTH 85 DEGREES 28 MINUTES 09 SECONDS EAST ALONG THE SOUTH LINE OF INSTRUMENT NUMBER 2022040971, 387.12 FEET TO THE WEST LINE OF INSTRUMENT NUMBER2000-7274;THENCE SOUTH 20 DEGREES 32 MINUTES 51 SECONDS EAST ALONG SAID WEST LINE, 151.67 FEET TO THE NORTHEAST CORNER OF INSTRUMENT NUMBER 20190584121;THENCE ALONG THE NORTHERN PERIMETER OF SAID INSTRUMENT NUMBER 2019 0584121 FOR THESUBSEQUENT THREE (3) COURSES: 1) SOUTH 85 DEGREES 28 MINUTES 08 SECONDS WEST, 325.06 FEET; 2) THENCE SOUTH 04 DEGREES 31 MINUTES 52 SECONDS EAST, 33.57 FEET; 3) THENCE SOUTH85 DEGREES 28 MINUTES 09 SECONDS WEST, 101.91 FEET TO THE EAST RIGHT OF WAY LINE OFREDD ROAD;THENCE ALONG SAID EAST RIGHT OF WAY LINE, 65.94 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 122.00 FEET, AND CHORD BEARING NORTH 15 DEGREES 05 MINUTES 15SECONDS WEST, 65.14 FEET;THENCE CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, NORTH 00 DEGREES 23 MINUTES 46 SECONDS EAST, 115.74 FEET TO THE POINT OF BEGINNING, CONTAINING 1.47 ACRES, MORE OR LESS. AF AF KG C101 GENERAL INFORMATION PLAN FLOOD ZONE: THE PROJECT SITE IS LOCATED WITHIN THE FEMA COMMUNITY PANEL MAP NO. 18057C0205G WITH AN EFFECTIVE DATE OF 11/19/2014. REVIEW OF THE MAP INDICATES THE SITE IS LOCATED WITHIN THE FLOOD DESIGNATION 'ZONE X' (UNSHADED),“AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN”. THE FEMA MAP IS INCLUDED IN APPENDIX B. 10/11/2023 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG.PRINTED BY: Ashton FritzDATE: 3/30/2023 10:44 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C100.DWG, LAYOUT: SURVEY BY OTHERSAF AF KG C102 SURVEY BY OTHERS NOTE: EXISTING SURVEY SHOWN AT A REDUCED SCALE FOR REFERENCE ONLY. PLEASE REFER TO ORIGINAL SURVEY FOR ALL EXISTING CONDITIONS INFORMATION.. 10/11/2023 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG.PRINTED BY: Ashton FritzDATE: 3/30/2023 10:44 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C100.DWG, LAYOUT: SURVEY BY OTHERS NOTESAF AF KG C103 SURVEY BY OTHERS NOTES 10/11/2023 EEEEEEUS 421 (M ICH ICANROAD) N85°28'09"E 387.12' S 2 0 ° 3 2 ' 5 1 "E 1 5 1 . 6 7 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROAD1 1 1 1 2 57.34 '55.16'3 4 5 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C104 EXISTING CONDITIONS & DEMOLITION PLAN 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG 00 30'60' SCALE: 1" = 30' N "IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG.PRINTED BY: Ashton FritzDATE: 3/30/2023 10:44 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C104.DWG, LAYOUT: C104KEY NOTES: 1 CURB & GUTTER TO BE REMOVED FOR PROPOSEDDRIVES AND DEPRESSED CURB AND GUTTER. 2 STORM STRUCTURE TO BE CORE DRILLED FORPROPOSED STORM SEWER CONNECTION. PROTECTDURING CONSTRUCTION. ADJUST CASTING AND RIM ELEVATIONS ACCORDINGLY PER PROPOSEDCONDITIONS. 3 "EXISTING" 12 INCH DIA. D.I. WATER MAIN TO BEPROTECTED THROUGHOUT CONSTRUCTION.. 4 UTILITIES TO REMAIN. PROTECT DURING CONSTRUCTION. 5 STORM SEWER AND ROADWAY UNDERDRAINS TO CONNECT AND BE MODIFIED FOR PROPOSED STORM STRUCTURE CONSTRUCTION. XX EXISTING UTILITY & SEWER DISCLAIMER: UTILITY CROSSINGS, INFORMATION AND LOCATIONS ARE APPROXIMATELY SHOWN. THIS INCLUDES ALL SEWER (SANITARY, STORM, AND COMBINE) LOCATIONS AND MEASURE DOWN INFORMATION. LOCATIONS ARE SHOWN PER INDIANA 811 MARKINGS AS LOCATED BY THE SURVEYOR (BY OTHERS), G.I.S. DATA (IF AVAILABLE), PREVIOUS PLANS AS PROVIDED BY THE OWNER / CLIENT, AND UTILITY COMPANY CORRESPONDENCE (IF ANY). ALL UTILITY LOCATIONS, SIZES, MATERIALS, INVERT, LENGTHS, ETC. ARE CONSIDERED APPROXIMATE AND MAY BE SKEPTICAL IN NATURE. THE UTILITIES INDICATED ON THESE PLANS MAY NOT BE A COMPETE INVENTORY OF ALL EXISTING UTILITIES CURRENTLY ON OR NEAR THE SITE. THE PATH, SIZE AND LOCATION OF THESE UTILITIES MAY BE APPROXIMATE UNTIL THEY ARE EITHER RELOCATED, BY CALLING INDIANA 811 AND OTHER UTILITY LOCATE COMPANIES, OR UNTIL THEY ARE EXCAVATED TO VERIFY THE LOCATION, DEPTH, AND PATH OF THE UTILITY LINES. LOCATIONS ARE SHOWN PER INDIANA 811 MARKINGS AS LOCATED BY THE SURVEYOR (BY OTHERS), G.I.S. DATA (IF AVAILABLE), AND UTILITY COMPANY CORRESPONDENCE (IF ANY). NO ASSUMPTIONS WERE MADE CONNECTING UTILITIES OBSERVED AND LOCATED TO OTHER APPURTENANCES OR HOW THEY ENTER OR CONNECT INTO ADJOINING HOUSES OR BUILDINGS UNLESS IDENTIFIED BY THE SURVEYOR PER ONSITE UTILITY MARKINGS OR AS INDICATED BASED ON G.I.S. / UTILITY PLAN DATA. FRITZ ENGINEERING SERVICES, LLC DID NOT ADD, INTERPOLATE, ASSUME, OR DEPICT ANY UTILITY LINE DIRECTIONS OR CONNECTIONS OUTSIDE WHAT WAS PROVIDED. NO ATTEMPT WAS MADE AS PART OF THIS PROJECT TO OBTAIN OR SHOW DATA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY, OR LOCATION OF ANY UTILITY, PUBLIC SERVICE FACILITY, OR UTILITY SERVICE LINES TO THE PROPERTY. NO EXCAVATIONS WERE MADE DURING THE COURSE OF THIS PROJECT TO LOCATE UNDERGROUND UTILITIES AND/OR SEWER STRUCTURES. NO WARRANTY, EITHER EXPRESSED OR IMPLIED, IS MADE TO THE ACCURACY AND/OR COMPLETENESS OF INFORMATION PRESENTED ON UNDERGROUND UTILITIES AND SEWERS, OR AS TO ITS FITNESS FOR ANY PARTICULAR PURPOSE OR USE. IN NO EVENT WILL FRITZ ENGINEERING SERVICES, LLC, ITS EMPLOYEES, AGENTS, AND/OR ASSIGNS BE LIABLE FOR ANY DAMAGES ARISING OUT OF THE FURNISHING AND/OR USE OF SUCH INFORMATION. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS OF ALL EXISTING UTILITIES WITHIN AREA OF WORK PRIOR TO CONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS FOUND. UTILITY RELOCATION NOTE: UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITHPROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 10/11/2023 PROPOSED BUILDING 3-STORY 9,650 SF ± 15' SIDE BSL 15' SIDE BSL60' FRONT BSL30 ' FRONT BSL & GREENBELTDRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY 6''W 6''W 6''W 2''W 2''W 6''W 6''W 6''W 6''W GAS METER G G G G G G PIVUGE W W120' MAX . FRONT SETBACK (M ICH IGAN RD . )o o oo o oo o oo o oo o oo o oo o oo o o37.2'31.8'32.2'37.5'69.5'37.5'31.8'0.2'EEEEEEUS 421 (M ICH ICANROAD) N85°28'09"E 387.12' S 2 0 ° 3 2 ' 5 1 "E 1 5 1 . 6 7 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROADAHEAD 50' 150' A A A A AHEADA B PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C105 MAINTENANCE OF TRAFFIC PLAN 1.REV PER CARMEL TAC 2/3/2022 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG 00 30'60' SCALE: 1" = 30' N PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C105.DWG, LAYOUT: C105KEY NOTES: A ROAD CONSTRUCTION SIGN. B TRAFFIC BARREL, SPACED 25' ON CENTER XX 25' 10/11/2023 US 421 (M ICH ICAN ROAD ) N85°28'09"E 387.12' S 2 0 °3 2 ' 5 1 "E 1 5 1 . 67 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROAD8'8'8'5'PROPOSED BUILDING 3-STORY 9,650 SF ± 15' SIDE BSL 15' SIDE BSL60' FRONT BSL30' FRONT BSL & GREENBELTDRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY 120' MAX . FRONT SETBACK (M ICH IGAN RD . )o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o37.2'31.8'32.2'37.5'69.5'37.5'31.8'0.2' A1 A1 A A A BB B C D D D D E E E E E E1 F1F1 F1 F1 F1 F1 F1 F2 F2 F3 F3 F3 F3 F3 F3 F3 F4 G O O O O H H H H J J J K K K K K K L L L L L L L L L M N N N N N P B B A L F1 F4 I G1 L2 SPACES @ 9' = 18'R12'R1 2 'R3'R1'R 5 ' R 1 0 'R5'R3'R10'R1 0 'R50'R50'R30'R3'R3'R2' R2' R2' R2'R10'R3'R3'CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITS 22 SPACES @ 9' = 198' 11 SPACES @ 10' = 110'6 SPACES @ 9' = 54'R30'R 3 0 ' E K T TYP.T TYP. T TYP. T TYP.20'5'5'8'18'25'9.51'25'20'5'5' 17.41' 25' 107.51'25'25'25'30.8'56.91'56.91' 9'19.51'19.51'5'6' 6.25' 24.91' EX. 23.37' EX'. 209.16' 321.38'18'10' 5'9.51'C C R25' R10'R10'R 7 5 '9'30.27'11'11'4'4'PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C201 SITE PLAN 1.REV PER CARMEL TAC 2/3/2023 2.REV PARKING DIMS 2/18/2023 3.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF AF KG 00 20'40' SCALE: 1" = 20' N PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C201.DWG, LAYOUT: C201KEY NOTES: A1 RIGHT OF WAY PAVEMENT(PER CARMEL DETAIL 10-22) A LIGHT DUTY ASPHALT PAVEMENT B HEAVY DUTY ASPHALT PAVEMENT C CONCRETE PAVEMENT, TYPE 2 D COMBINED CONCRETE CURB & WALK E CONCRETE WALK E1 CONCRETE WALK-RAMP F1 6" CONCRETE CURB F2 VALLEY CURB & GUTTER F3 CHAIRBACK CURB & GUTTER F4 6" CONCRETE CURB WITH CONCRETE ISLAND G ADA RAMP (PER INDOT DETAIL) G1 ADA PARKING SIGN (PER DETAIL, VAN PLAQUE WHERE NOTED) H 4" WHITE PAVEMENT STRIPING, TYP. I ADA BLUE PAVEMENT STRIPING, TYP. J PAVEMENT MARKING (AS SHOWN) K MATCH EXISTING PAVEMENT, CURB, OR WALK L LANDSCAPE AREA M DUMPSTER ENCLOSURE (REF. ARCH. PLAN) N EXISTING SIDEWALK/PAVEMENT TO REMAIN O SIDEWALK TRANSITION AT DRIVE (PER INDOT DETAIL) P BICYCLE PARKING (U-SHAPED, BLACK THERMOPLASTIC POWDER COATED) R SITE LIGHT POLE (REF. SITE LIGHTING PLAN) S MONUMENT SIGN T CONCRETE WHEEL STOP NOTES: XX CARMEL ENGINEERING DEPARTMENT NOTE ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERINGTO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS,STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. DRIVEWAY ENTRANCE SAW CUT NOTE DRIVEWAY ENTRANCE OFF OF REDD RD. WILL REQUIRE SAW CUTS PER CITY OF CARMEL STANDARDS. ALL CURB CUTS MUST BE SAW CUT TO THE NEAREST JOINT PAST THE REQUIRED LIMITS OF THE CURB REMOVAL. SIDEWALK NOTE ALL SIDEWALKS CONSTRUCTED WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH STANDARD CITY OFCARMEL AND/OR INDOT DETAILS. GENERAL NOTES: REFER TO ARCHITECTURAL & FOUNDATION PLANS FOR ALL BUILDING DIMENSIONS. BUILDING DIMENSIONSSHOWN HEREON ARE FOR REFERENCE ONLY. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMITFROM THE CITY OF CARMEL. SITE DEVELOPMENT SUMMARY TABLE ZONING CLASSIFICATION, CITY OF CARMEL B-3, US 421 OVERLAY PARCEL SIZE 1.47 Ac. ± REQUIRED PROVIDED MIN. STREET FRONTAGE N/A MIN. LOT WIDTH 100 FT 151 FT MIN. LOT AREA 10,000 SF 64,000 SF ± MAX. BLDG HEIGHT 30' MAX.47.4' (VARIANCE REQ'D) MAX. LOT COVERAGE 80%61% BUILDING SETBACKS FRONT 60' - REDD ROAD 30' MICHIGAN ROAD, MAX. 120' 209.1 FT (REMOTE TELLER CANOPY) 321.4 FT (PRIMARY BUILDING) 30.8' (PRIMARY BUILDING) SIDE 15'19.5' REAR N/A N/A PARKING SETBACKS FRONT 30' - MICHIGAN ROAD 10' REDD ROAD > 30' MICHIGAN RD > 76' REDD RD SIDE 0'N/A REAR N/A N/A BUFFERYARDS / GREENBELTS FRONT 30' GREENBELT ALONG MICHIGAN ROAD 10' GREENBELT ALONG REDD RD. 30', MICHIGAN RD. 10', REDD RD. SIDE 5'5'-0" REAR N/A PARKING REQUIRED, SF 1 PS PER 250SF - GENERAL OFFICE PARKING REQUIRED 9,650 SF / 250 = 38.6 =39 TOTAL REQUIRED SPACES 41 STANDARD + 2 ADA SPACES43 TOTAL SPACES BICYCLE PARKINGREQUIRED 4 AT MULTI-TENANT BLDG MULTI-TENANT BUILDING - SITE - 4 (TWO INVERTED 'U' LOOPS) NOTE: 1. 10/11/2023 PROPOSED BUILDING 3-STORY 9,650 SF ±DRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY GAS METER PIV UGE UGEo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o37.2'31.8'32.2'37.5'69.5'37.5'31.8'0.2'EEEEEEEEEEUS 421 (M ICH ICAN ROAD )REDD ROADFFE:901.75 TC:901.16BC:900.66TC:901.01BC:900.51 TC:900.96BC:900.46 TC:900.90BC:900.40 TC:900.56BC:900.06 TC:901.55BC:901.05 TC:901.55BC:901.05 TC:901.50BC:901.00 TC:901.43BC:900.93 TC:901.36BC:900.86 TC:901.28BC:900.78 TC:901.00BC:900.50 TC:900.84BC:900.34 TC:900.79BC:900.29 TC:900.61BC:900.11TC:900.25 BC:899.75TC:901.16BC:900.66 TC:900.09 BC:899.59 TC:899.94BC:899.44 TC:899.89BC:899.39TC:899.88BC:899.38 TC:899.80BC:899.30TC:899.90BC:899.40 TC:899.93BC:899.43 TC:899.95± MEBC:899.45± METC:899.88± MEBC:899.38± ME TC:899.81BC:899.31 TC:899.74 BC:899.24 TC:899.62BC:899.12 TC:899.55BC:899.05TC:899.69BC:899.19 TC:900.21BC:899.71 TC:900.16BC:899.66 TC:900.13BC:899.63 TC:899.90± MEBC:899.40± ME TC:900.47± MEBC:899.97± ME TC:900.57BC:900.07 TC:900.63 BC:900.13 TC:900.66 BC:900.16 TC:899.98BC:899.48 TC:900.03BC:899.53 TC:899.76BC:899.26TC:900.08BC:899.58 TC:900.48BC:899.98 TC:900.36 BC:899.86 TC:900.33BC:899.83 TC:900.25± MEBC:899.75± ME TC:899.60± MEBC:899.10± ME TC:899.74 BC:899.24 TC:899.78BC:899.28 TC:899.76BC:899.26 TC:899.23BC:898.73 TC:899.58BC:899.08 TC:899.92BC:899.42 TC:900.54BC:900.04 TC:900.71± MEBC:900.21± ME TC:901.08± ME BC:900.58± ME TC:900.90BC:900.40 TC:900.87BC:900.37TC:900.90BC:900.40 TC:900.95 BC:900.45 TC:901.13BC:900.63TC:901.48BC:900.98TC:900.67BC:900.17 TC:900.52BC:900.02 TC:900.48BC:899.98 TC:900.45BC:899.95 TC:900.50BC:900.00 TC:900.56BC:900.06 TC:900.56BC:900.06 TC:900.56BC:900.06 TC:900.72BC:900.22 TC:900.80 BC:900.30 TC:901.60BC:901.10 TC:901.55BC:901.05 TC:901.15BC:900.65 TC:901.06BC:900.56 TC:901.25BC:900.75 TC:901.23BC:900.73 TC:901.03 BC:900.53 TC:900.95BC:900.45 TC:901.00BC:900.50 TC:900.90BC:900.40 TC:900.76BC:900.26 TC:900.70BC:900.20TC:901.32BC:900.82 TC:901.40 BC:900.90 TC:901.28BC:900.78 TC:901.40BC:900.90TC:901.47BC:900.97 TC:901.41BC:900.91 TC:900.57BC:900.07 TC:900.35BC:899.85 TC:900.19BC:899.69 TC:900.08 BC:899.58 TC:900.20BC:899.70 899.88 899.96 900.56 900.67 900.76 900.83 901.01 900.91 900.96 901.03 901.37 901.36 900.96 899.86900.70 899.83 900.14 900.18 899.81 899.74 900.06 900.08900.01 900.11 900.58 900.68 900.42 900.38 899.81 899.80 901.15 901.55 901.55901.34901.42 901.45 901.64 901.64 901.60 901.59 -1. 6 % -1.3 % -1. 6 % -2.0%-9.5%-6.9%-7 .0% -1 . 8%-7.4%-1.6%-7.2%-1.4%-1.4%-4.8%-6.7% -7.8% -1.2% -1.9% -2.1%16.6%GRADE BREAK GRADEBREAKGRADE BREAK TC:900.58BC:900.08 900.00 900.12 900.23 GRADEBREAK621 RIM: 898.73 601 RIM: 899.46 602 RIM: 899.05 603 RIM: 899.75 611 RIM: 900.06900900 901 9 0 1 9 0 1900900 899 MFPG=901.60 MLAG=901.60 902.85± ME 902.80± ME 901.02 900.35 900.44 :901.38 :900.91 :899.91 :899.48 :899.33 9 0 1 90 2 TC:900.80BC:900.30 GRADEBREAKTC:899.97BC:899.47 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C301 GRADING PLAN 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG 00 20'40' SCALE: 1" = 20' N PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C301.DWG, LAYOUT: C301GRADING LEGEND: STORM MANHOLE STORM COMBINATION/CURB INLET STORM AREA INLET STORM BEEHIVE/YARD INLET STORM FLARED END SECTION STORM MECHANICAL SEPARATOR (REF. PLAN FOR SIZE/TYPE) STORM STRUCTURE NUMBER FLOW LINE, SWALE / GRASS FLOW LINE, PAVEMENT SLOPE / RAMP SLOPE SURFACE DRAINAGE FLOW ARROWDIRECTION EXISTING CONTOUR AND LABEL PROPOSED CONTOUR AND LABEL GRADE BREAK FLOW LINE / SWALE SPOT ELEVATION SPOT ELEVATION SPOT ELEVATION, HIGH POINT SPOT ELEVATION, LOW POINT TC- TOP OF CURB ELEVATIONBC - BOTTOM OF CURB/GUTTER ELEVATION TW - TOP OF WALL ELEVATION BW - BOTTOM OF WALL ELEVATION ME MATCH EXISTING ELEVATION CONSTRUCTION LIMIT LINE NOTES: 1. REF. C101 FOR ABBREVIATIONS ANDADDITIONAL LEGEND INFORMATION. 785 785 TC:XXX.XX BC:XXX.XX XXX.XX XXX.XX H.P. XXX.XX L.P. :XXX.XX TW:XXX.XX BW:XXX.XX ### o o o >>> -X.X% MINIMUM FLOOD PROTECTION GRADE (MFPG): MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESSTHAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHEREFLOODWATERS CAN ENTER A BUILDING. LOWEST ADJACENT GRADE (LAG): LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOILMEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH ASBASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. STORMWATER MANAGEMENT SYSTEM NOTES: ·THE PROPOSED STORMWATER MANAGEMENT SYSTEM ASSOCIATED WITH THIS PROJECT SHALL BE PRIVATELYOWNED. ·THERE ARE NO ONSITE OR IMMEDIATELY ADJACENT SPECIAL FLOOD HAZARD AREAS. REF. C100 FOR FLOODZONE DESIGNATION AND FLOOD INSURANCE RATE MAP REFERENCE. 10/11/2023 STORM STRUCTURE DATA TABLE STRUCTURE I.D. 601 602 603 611 621 RIM ELEVATION 899.46 899.05 899.75 900.06 898.73 NEENAH CASTING DESIGNATION R-1772 R-3286-8V R-3286-8V R-3286-8V R-3286-8V INFLOW INV, SIZE, (DIRECTION), [UP STR.] INV:895.40 12" RCP (E)[611]INV:895.00 12" RCP (SE)[621]INV:894.70 15" RCP (N)[602] INV:895.15 12" RCP (E)[603]INV:896.50 6" HDPE (NE)[]INV:896.50 6" HDPE (SE)[] INV:897.50 6" HDPE (SW)[] INV:897.50 6" HDPE (SE)[] INV:897.50 6" HDPE (NE)[]INV:897.50 6" HDPE (NW)[] INV:895.70 6" HDPE (NE)[]INV:895.70 6" HDPE (W)[] OUTFLOW INV, SIZE, (DIRECTION), [DOWN STR.] INV:894.00 24" RCP (SW)[] INV:895.05 15" RCP (S)[601] INV:895.80 12" RCP (W)[602] INV:896.40 12" RCP (W)[601] INV:895.10 12" RCP (NW)[601] DESCRIPTION & NOTES EX. MH. ADJUST RIMTO FINISHED GRADE. REPLACE MH SECTIONAS REQ'D. 2'x2' BOX 2'x2' BOX 2'x2' BOX 2'x2' BOX (EXISTING PIPE TO REMAIN) PROPOSED BUILDING 3-STORY 9,650 SF ±DRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY GAS METER PIV UGE UGEo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o37.2'31.8'32.2'37.5'69.5'37.5'31.8'0.2'EEEEEEEEEEUS 421 (M ICH ICAN ROAD )REDD ROADFFE:901.75 TC:901.16BC:900.66TC:901.01BC:900.51 TC:900.96BC:900.46 TC:900.90BC:900.40 TC:900.56BC:900.06 TC:901.55BC:901.05 TC:901.55BC:901.05 TC:901.50BC:901.00 TC:901.43BC:900.93 TC:901.36BC:900.86 TC:901.28BC:900.78 TC:901.00BC:900.50 TC:900.84BC:900.34 TC:900.79BC:900.29 TC:900.61BC:900.11TC:900.25 BC:899.75TC:901.16BC:900.66 TC:900.09 BC:899.59 TC:899.94BC:899.44 TC:899.89BC:899.39TC:899.88BC:899.38 TC:899.80BC:899.30TC:899.90BC:899.40 TC:899.93BC:899.43 TC:899.95± MEBC:899.45± METC:899.88± MEBC:899.38± ME TC:899.81BC:899.31 TC:899.74 BC:899.24 TC:899.62BC:899.12 TC:899.55BC:899.05TC:899.69BC:899.19 TC:900.21BC:899.71 TC:900.16BC:899.66 TC:900.13BC:899.63 TC:899.90± MEBC:899.40± ME TC:900.47± MEBC:899.97± ME TC:900.57BC:900.07 TC:900.63 BC:900.13 TC:900.66 BC:900.16 TC:899.98BC:899.48 TC:900.03BC:899.53 TC:899.76BC:899.26TC:900.08BC:899.58 TC:900.48BC:899.98 TC:900.36 BC:899.86 TC:900.33BC:899.83 TC:900.25± MEBC:899.75± ME TC:899.60± MEBC:899.10± ME TC:899.74 BC:899.24 TC:899.78BC:899.28 TC:899.76BC:899.26 TC:899.23BC:898.73 TC:899.58BC:899.08 TC:899.92BC:899.42 TC:900.54BC:900.04 TC:900.71± MEBC:900.21± ME TC:901.08± ME BC:900.58± ME TC:900.90BC:900.40 TC:900.87BC:900.37TC:900.90BC:900.40 TC:900.95 BC:900.45 TC:901.13BC:900.63TC:901.48BC:900.98TC:900.67BC:900.17 TC:900.52BC:900.02 TC:900.48BC:899.98 TC:900.45BC:899.95 TC:900.50BC:900.00 TC:900.56BC:900.06 TC:900.56BC:900.06 TC:900.56BC:900.06 TC:900.72BC:900.22 TC:900.80 BC:900.30 TC:901.60BC:901.10 TC:901.55BC:901.05 TC:901.15BC:900.65 TC:901.06BC:900.56 TC:901.25BC:900.75 TC:901.23BC:900.73 TC:901.03 BC:900.53 TC:900.95BC:900.45 TC:901.00BC:900.50 TC:900.90BC:900.40 TC:900.76BC:900.26 TC:900.70BC:900.20TC:901.32BC:900.82 TC:901.40 BC:900.90 TC:901.28BC:900.78 TC:901.40BC:900.90TC:901.47BC:900.97 TC:901.41BC:900.91 TC:900.57BC:900.07 TC:900.35BC:899.85 TC:900.19BC:899.69 TC:900.08 BC:899.58 TC:900.20BC:899.70 899.88 899.96 900.56 900.67 900.76 900.83 901.01 900.91 900.96 901.03 901.37 901.36 900.96 899.86900.70 899.83 900.14 900.18 899.81 899.74 900.06 900.08900.01 900.11 900.58 900.68 900.42 900.38 899.81 899.80 901.15 901.55 901.55901.34901.42 901.45 901.64 901.64 901.60 901.59 -1. 6 % -1.3 % -1. 6 % -2.0%-9.5%-6.9%-7 .0% -1 . 8%-7.4%-1.6%-7.2%-1.4%-1.4%-4.8%-6.7% -7.8% -1.2% -1.9% -2.1%16.6%GRADE BREAK GRADEBREAKGRADE BREAK TC:900.58BC:900.08 900.00 900.12 900.23 GRADEBREAK621 RIM: 898.73 601 RIM: 899.46 602 RIM: 899.05 603 RIM: 899.75 611 RIM: 900.06 900.40 900.60 899.71 899.28 900900 901 9 0 1 9 0 1900900 899 MFPG=901.60 MLAG=901.60 902.85± ME 902.80± ME 901.02 900.35 900.44 :901.38 :900.91 :899.91 :899.48 :899.33 9 0 1 90 2 TC:900.80BC:900.30 GRADEBREAKTC:899.97BC:899.47 STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE I.D. 621 611 603 602 DOWNSTREAM STRUCTURE I.D. 601 601 602 601 LENGTH OF PIPE 26 LF 218 LF 206 LF 113 LF PIPE SIZE / TYPE 12" RCP 12" RCP 12" RCP 15" RCP SLOPE % 0.39% 0.46% 0.32% 0.31% UPSTREAM PIPE INV. 895.10 896.40 895.80 895.05 DOWNSTREAM PIPE INV. 895.00 895.40 895.15 894.70 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C302 FLOOD ROUTING DIAGRAM 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG 00 20'40' SCALE: 1" = 20' N CONSTRUCTION LIMITS /PROJECT DISTURBANCE LIMITS FLOOD ROUTING PATH ROOF DRAIN DOWNSPOUT RD STORMWATER MANAGEMENT NARRATIVE: The proposed development is within a master planned stormwater management system. Stormwater detention and stormwaterquality are provided through offsite measures as approved through Aria Development of the multi-family immediately to the west.The project site is listed in the analysis as Future Development Commercial Area. The downstream storm pipe system was designed to accept runoff from this project site in developed conditions as part of themaster plan and has an existing inlet onsite near the south west corner of the site labeled on these plans as Structure 601. Stormwater detention is provided for the fully developed conditions in the existing pond to the west of the multi-family development. The master plan analysis assumed the contributing drainage basin would have a CN=92.5 in the developed condition. Basin Name Area, Ac.Runoff Curve Number, 'CN'Time of Concentration, min. (MASTERPLAN)1.47 92.5 7 Proposed Site 1.47 89 7 Runoff from the proposed development will be collected and conveyed through a series of new, onsite inlets and storm pipes to thestorm pipe system along the west side of the site. From the existing onsite inlet, runoff is conveyed to the west/southwest to theRedd Road drainage system and then west to the existing detention pond west of the multi-family development. Stormwater qualityis also provided by the masterplan prior to runoff entering the detention pond. There are no onsite stormwater detention or waterquality measures proposed. Pipe sizing calculations have been provided in the Drainage Report for the new onsite storm pipe conveyances. An analysis of thedownstream pipe confirms that it has sufiicient capacity to handle the proposed improvements contributing to it.PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C301.DWG, LAYOUT: C302MINIMUM FLOOD PROTECTION GRADE (MFPG): MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESSTHAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. LOWEST ADJACENT GRADE (LAG): LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH ASBASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. STORMWATER MANAGEMENT SYSTEM NOTES: ·THE PROPOSED STORMWATER MANAGEMENT SYSTEM ASSOCIATED WITH THIS PROJECT SHALL BE PRIVATELYOWNED. ·THERE ARE NO ONSITE OR IMMEDIATELY ADJACENT SPECIAL FLOOD HAZARD AREAS. REF. C100 FOR FLOODZONE DESIGNATION AND FLOOD INSURANCE RATE MAP REFERENCE. LEGEND: 10/11/2023 STORM SEWER PIPE DATA TABLE UPSTREAM STRUCTURE I.D. 621 611 603 602 DOWNSTREAM STRUCTURE I.D. 601 601 602 601 LENGTH OFPIPE 26 LF 218 LF 206 LF 113 LF PIPE SIZE / TYPE 12" RCP 12" RCP 12" RCP 15" RCP SLOPE % 0.39% 0.46% 0.32% 0.31% UPSTREAMPIPE INV. 895.10 896.40 895.80 895.05 DOWNSTREAMPIPE INV. 895.00 895.40 895.15 894.70EEEEEEEEEEUS 421 (M ICH ICAN ROAD ) N85°28'09"E 387.12' S 2 0 °3 2 ' 5 1 "E 1 5 1 . 67 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROADPROPOSED BUILDING 3-STORY 9,650 SF ±DRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY 6''SSL 6''SSL 6''SSL 6''SSL 6''SSL 611 601 621 603 602 6''W 6''W 6''W 6''W 6''W 2''W 2''W 2''W 6''W 6''W 6''W 6''W 6''W 6''W GAS METER GG G G G G G G G G PIV UGE UGEW W W 37.2'31.8'32.2'37.5'69.5'37.5'31.8'0.2' FFE:901.75 98.7' 55.4'61.6' 55.4' E1 E2 G1 G2 SS1 SS2 SS2 SS2 SS2 SS5 INV:897.5 INV:892.5± SS4 INV:896.4 SS5 INV:895.8 SS4 INV:895.2 SS6 SS6 W6 W7 W4 W5 W3 W1 W2 ST5 UDUDUD UDUDUD UDUDST2 ST2 ST2 218 LF OF 12" RCP @ 0.46% 26 LF OF 12" RCP @ 0.39% 113 LF OF 15" RCP @ 0.31% 611 RIM: 900.06 603 RIM: 899.75 601 RIM: 899.46 602 RIM: 899.05 621 RIM: 898.73 INSTALL CURB STOP WITH CURB BOX PERCARMEL WATER STANDARD DETAIL CW4-1.W4 W8 W9 206 LF OF 12" RCP @ 0.32% E5 E5 STORM STRUCTURE DATA TABLE STRUCTURE I.D. 601 602 603 611 621 RIM ELEVATION 899.46 899.05 899.75 900.06 898.73 NEENAH CASTING DESIGNATION R-1772 R-3286-8V R-3286-8V R-3286-8V R-3286-8V INFLOW INV, SIZE, (DIRECTION), [UP STR.] INV:895.40 12" RCP (E)[611]INV:895.00 12" RCP (SE)[621]INV:894.70 15" RCP (N)[602] INV:895.15 12" RCP (E)[603]INV:896.50 6" HDPE (NE)[]INV:896.50 6" HDPE (SE)[] INV:897.50 6" HDPE (SW)[] INV:897.50 6" HDPE (SE)[] INV:897.50 6" HDPE (NE)[]INV:897.50 6" HDPE (NW)[] INV:895.70 6" HDPE (NE)[]INV:895.70 6" HDPE (W)[] OUTFLOW INV, SIZE, (DIRECTION), [DOWN STR.] INV:894.00 24" RCP (SW)[] INV:895.05 15" RCP (S)[601] INV:895.80 12" RCP (W)[602] INV:896.40 12" RCP (W)[601] INV:895.10 12" RCP (NW)[601] DESCRIPTION & NOTES EX. MH. ADJUST RIMTO FINISHED GRADE. REPLACE MH SECTIONAS REQ'D. 2'x2' BOX 2'x2' BOX 2'x2' BOX 2'x2' BOX (EXISTING PIPE TO REMAIN) PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C401 UTILITY PLAN 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG 00 20'40' SCALE: 1" = 20' N EXISTING RIGHT OF WAY NOTE: DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. STORM SEWER INLET NOTE: ALL STORM WATER INLETS & CATCH BASIN CASTINGS SHALL BE LABELED WITH ENVIRONMENTAL MESSAGING "NODUMPING, DRAINS TO STREAM" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF AFISH SHALL ALSO BE CAST WITH THE LETTERS. STORM SEWER SYSTEM NOTE: ALL PROPOSED STORMWATER INFRASTRUCTURE TO BE CONSTRUCTED WITH THIN THE PROJECT LIMITS SHALL BEPRIVATELY OWNED AND MAINTAINED. EXISTING CONDITIONS NOTE: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, INCLUDING UTILITIES AND DRAINAGE INFRASTRUCTURE BEFORE COMMENCING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. CONSTRUCTION LIMITS /PROJECT DISTURBANCE LIMITS KEY NOTES: E1 ELECTRIC - NEW TRANSFORMER, COORD. NEW SERVICELINE WITH MEP PLANS AND POWER COMPANY. E2 ELECTRIC - SECONDARY CONDUIT, COORD. WITH MEP PLANS FOR SIZE AND CABLE REQUIRED. E3 ELECTRIC - COORDINATE POWER METER, DISTRIBUTIONONSITE WITH MEP/SITE ELECTRICAL PLAN. E4 ELECTRIC - ONSITE LIGHTING POLE/FIXTURE. REF. SITELIGHTING PLAN. POLE BASE SHALL BE SETBACK AMINIMUM OF 30" FROM FACE OF CURB WHERE ADJACENT. E5 ELECTRIC - AIR CONDITIONING CONDENSER UNITS. REF. ARCH/MEP PLANS G1 GAS SERVICE LINE, COORD. SIZE & LOCATION WITH MEPPLANS AND GAS CO. G2 GAS METER, COORD WITH MEP PLANS & GAS CO. SS1 SANITARY - BLDG. CLEANOUT, TYPE 1, PER TRICOSANITARY DETAILS, SEE PLAN FOR INVERTS SS2 SANITARY - 6" SDR 26 PVC LATERAL @ 1.04% MIN. SS3 SANITARY - CONNECT NEW LATERAL TO EXISTING STUBPER TRICO SANITARY STANDARDS. FIELD VERIFY EXACTLOCATION AND DEPTH OF EX. STUB PRIOR TOCONSTRUCTION. SS4 SANITARY - SANITARY CLEANOUT, TYPE 2 PER TRICOSANITARY DETAILS, SEE PLAN FOR INVERTS SS5 SANITARY - SANITARY CLEANOUT, TYPE 3 PER TRICO SANITARY DETAILS, SEE PLAN FOR INVERTS SS6 SANITARY - EXISTING SANITARY SEWERSTRUCTURE/MAIN TO REMAIN. PROTECT THROUGHOUTCONSTRUCTION. ST1 STORM - PR. STRUCTURE, REF.STORM STRUCTURE TABLE ST2 STORM - 20 LF 6" PERFORATED UNDERDRAIN AT 1%TOWARDS INLET ST3 STORM - ROOFDRAIN CLEANOUT. REF. MEP PLANS. ST4 STORM - 8" HDPE N12 ROOF DRAIN PIPE AT 1.0%. SEEPLAN FOR LENGTH. CONNECT TO DOWNSTREAM DRAINAGE STRUCTURE AS ILLUSTRATED. ST5 STORM - CORE DRILL AND CONNECT NEW STORM PIPETO EX. INLET PER CARMEL STORMWATER STANDARDS. W1 WATER - PR. 2" DOMESTIC SERVICE WITH METERS INSIDE BLDG. COORDINATE SIZE/LOCATION WITH MEP PLANS. W2 WATER - PR. 6" FIRE SERVICE TAP AND ISOLATION VALVE ON EX. 12" MAIN PER CARMEL WATER STANDARDS. W3 WATER - 2" DOMESTIC TAP ON 6" FIRE SERVICE. W4 WATER - 6" PVC C900 PRIVATE FIRE SERVICE LINE. W5 WATER - REMOTE FIRE DEPARTMENT CONNECTION.COORDINATE CONNECTION SIZE/TYPE WITH CARMELFIRE DEPT. COORDINATE SERVICE LINE SIZE WITH FIRESUPPRESSION DESIGN/MEP PLANS. W6 WATER - EX. FIRE HYDRANT. W7 WATER - POST INDICATOR VALVE ON PROPOSED FIRE SERVICE LINE PER CARMEL WATER AND CARMEL FIREDEPARTMENT REQUIREMENTS. W8 WATER - 6" HYDRANT ISOLATION VALVE ON FIRE SERVICELINE W9 WATER - PROPOSED PRIVATE FIRE HYDRANT PERCARMEL FIRE DEPARTMENT AND CARMEL WATERSTANDARDS. FACTORY RED PAINT REQUIRED. UX UTILITY CROSSING, APPROX. LOCATION SHOWN. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL EX. UTILITIES WITHIN AREA OF WORK PRIOR TOCONSTRUCTION. ENGINEER SHALL BE NOTIFIED OF ANYPOTENTIAL CONFLICTS FOUND. NOTES:1. UTILITY CROSSINGS UNDER EX. PAVEMENT SHALL BE BOREDOR JACK & BORED. OPEN CUTS SHALL BE AVOIDED. 6XX PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C401.DWG, LAYOUT: C40110/11/2023 EEEEEEEEEEN85°28'09"E 387.12' S85°28'08"W 325.06'S04°31'52"E 33.57'R=122.00'L=65.94'N00°23'46"E 115.74'PROPOSED BUILDING 3-STORY 9,650 SF ±DRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY 6''SSL 6''SSL 6''SSL 6''SSL 6''SSL 6''W 6''W 2''W 2''W 6''W 6''W 6''W 6''W 6''W GAS METER GG G G UG E UGEW W W 37.2'31.8'32.2' 69.5'37.5'31.8'0.2' FFE:901.7598.7' 55.4'61.6' 55.4'UDUDUD UDUDUD UDUD218 LF OF 12" RCP @ 0.46% 26 LF OF 12" RCP @ 0.39% 113 LF OF 15" RCP @ 0.31% 611 RIM: 900.06 603 RIM: 899.75 601 RIM: 899.46 602 RIM: 899.05 621 RIM: 898.73 206 LF OF 12" RCP @ 0.32% PROFILE: PR STORM STR 611 TO 601 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0+75 0+90.00 1+00 1+50 2+00 2+50 3+00 3+27.59 3+501+00897.85899.46898.96899.292+00899.35899.94900.32900.183+00900.40900.30STORM STR 611INV(W):896.40 (12" RCP)INV(NE):897.50 (6" HDPE)INV(NW):897.50 (6" HDPE)RIM:900.06218 LF OF 12" RCP @ 0.46%STORM STR 601INV(E):895.40 (12" RCP)INV(SE):895.00 (12" RCP)INV(N):894.70 (15" RCP)INV(SW):894.00 (24" RCP)RIM:899.46HGL (TYP.) PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C402 STORM PLAN & PROFILE 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG 00 20'40' SCALE: 1" = 20' N MINIMUM FLOOD PROTECTION GRADE (MFPG): MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESSTHAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER,FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHEREFLOODWATERS CAN ENTER A BUILDING. LOWEST ADJACENT GRADE (LAG): LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOILMEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. STORMWATER MANAGEMENT SYSTEM NOTE: THE PROPOSED STORMWATER MANAGEMENT SYSTEM ASSOCIATED WITH THIS PROJECT SHALL BE PRIVATELY OWNED. STORM SEWER SYSTEM NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALLONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITIONTO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BEINCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTIONOF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTES: 1. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443. 2. 18" OF VERTICAL SEPARATION SHALL BE MAINTAINED FOR ALL UTILITY CROSSINGS. CONSTRUCTION LIMITS /PROJECT DISTURBANCE LIMITS LEGEND: FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL (REFERENCE THE CITY OF CARMEL STANDARD DRAWING 10-32) STORM STRUCTURE ID HYDRAULIC GRADE LINE 6XX 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C401.DWG, LAYOUT: C402SURVEY CONTROL & BENCHMARK DATA: SITE BENCHMARK: SITE BM#1, PT 200, CUT "X" IN CURB NORTH OF INLET ELEVATION=899.52 (NAVD 88) N: 1711053.03 , E:167152.85 47'± WEST OF THE SOUTHEAST CORNER OF PROPERTY. ORIGINATING BENCHMARK FROM SURVEY: THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THISSURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROMREAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE TRIMBLE VRS NETWORK. THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. SURVEY DATA PROVIDED BY FOREFRONT SURVEYING, JOB #22SE-827 TBM #2, PT 201, CUT "X" ON WESTSIDE OFSIDEWALK N: 1711276.43 , E:167599.32ELEV = 903.14 (NAVD 88)9'± NORTH OF NORTH PROPERTY LINE & 31'± EAST OF EAST PROPERTY LINE. 10/11/2023 EEEEEEEEEEN85°28'09"E 387.12' S85°28'08"W 325.06'S04°31'52"E 33.57'R=122.00'L=65.94'N00°23'46"E 115.74'PROPOSED BUILDING 3-STORY 9,650 SF ±DRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY 6''SSL 6''SSL 6''SSL 6''SSL 6''SSL 6''W 6''W 2''W 2''W 6''W 6''W 6''W 6''W 6''W GAS METER GG G G UG E UGEW W W 37.2'31.8'32.2' 69.5'37.5'31.8'0.2' FFE:901.7598.7' 55.4'61.6' 55.4'UDUDUD UDUDUD UDUD218 LF OF 12" RCP @ 0.46% 26 LF OF 12" RCP @ 0.39% 113 LF OF 15" RCP @ 0.31% 611 RIM: 900.06 603 RIM: 899.75 601 RIM: 899.46 602 RIM: 899.05 621 RIM: 898.73 206 LF OF 12" RCP @ 0.32% PROFILE: PR STORM STR 603 TO 602 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0+75 0+90.00 1+00 1+50 2+00 2+50 3+00 3+15.57 3+251+00897.54899.05897.72899.612+00898.20900.07899.08900.573+00900.04899.86STORM STR 603INV(W):895.80 (12" RCP)INV(SW):897.50 (6" HDPE)INV(SE):897.50 (6" HDPE)RIM:899.75206 LF OF 12" RCP @ 0.32%STORM STR 602INV(E):895.15 (12" RCP)INV(S):895.05 (15" RCP)INV(NE):896.50 (6" HDPE)INV(SE):896.50 (6" HDPE)RIM:899.05HGL (TYP.) PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C403 STORM PLAN & PROFILE 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG 00 20'40' SCALE: 1" = 20' N MINIMUM FLOOD PROTECTION GRADE (MFPG): MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESSTHAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER,FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHEREFLOODWATERS CAN ENTER A BUILDING. LOWEST ADJACENT GRADE (LAG): LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOILMEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. STORMWATER MANAGEMENT SYSTEM NOTE: THE PROPOSED STORMWATER MANAGEMENT SYSTEM ASSOCIATED WITH THIS PROJECT SHALL BE PRIVATELY OWNED. STORM SEWER SYSTEM NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALLONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITIONTO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BEINCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTIONOF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTES: 1. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443. 2. 18" OF VERTICAL SEPARATION SHALL BE MAINTAINED FOR ALL UTILITY CROSSINGS. CONSTRUCTION LIMITS /PROJECT DISTURBANCE LIMITS LEGEND: FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL (REFERENCE THE CITY OF CARMEL STANDARD DRAWING 10-32) STORM STRUCTURE ID HYDRAULIC GRADE LINE 6XX 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C401.DWG, LAYOUT: C403SURVEY CONTROL & BENCHMARK DATA: SITE BENCHMARK: SITE BM#1, PT 200, CUT "X" IN CURB NORTH OF INLET ELEVATION=899.52 (NAVD 88) N: 1711053.03 , E:167152.85 47'± WEST OF THE SOUTHEAST CORNER OF PROPERTY. ORIGINATING BENCHMARK FROM SURVEY: THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THISSURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROMREAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE TRIMBLE VRS NETWORK. THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. SURVEY DATA PROVIDED BY FOREFRONT SURVEYING, JOB #22SE-827 TBM #2, PT 201, CUT "X" ON WESTSIDE OFSIDEWALK N: 1711276.43 , E:167599.32ELEV = 903.14 (NAVD 88)9'± NORTH OF NORTH PROPERTY LINE & 31'± EAST OF EAST PROPERTY LINE. 10/11/2023 EEEEEEEEEES04°31'52"E 33.57'S85°28'09"W 101.91' R =1 2 2 .0 0 'L =6 5 .9 4 'N00°23'46"E 115.74' REDD ROAD DRIVETHRUONLYDRIVETHRUONLY6''SSL61.6'UD UDUDUD 26 LF OF 12" RCP @ 0.39% 113 LF OF 15" RCP @ 0.31% 601 RIM: 899.46 602 RIM: 899.05 621 RIM: 898.73 PROFILE: PR STORM STR 621 TO 602 885 890 895 900 905 910 915 920 925 885 890 895 900 905 910 915 920 925 0+75 0+90.00 1+00 1+25.67 1+50 2+00 2+48.19 2+50 2+701+00899.04898.73898.77900.132+00897.95900.13STORM STR 601INV(E):895.40 (12" RCP)INV(SE):895.00 (12" RCP)INV(N):894.70 (15" RCP)INV(SW):894.00 (24" RCP)RIM:899.46STORM STR 602INV(E):895.15 (12" RCP)INV(S):895.05 (15" RCP)INV(NE):896.50 (6" HDPE)INV(SE):896.50 (6" HDPE)RIM:899.05113 LF OF 15" RCP @ 0.31% 26 LF OF 12" RCP @ 0.39%STORM STR 621INV(NW):895.10 (12" RCP)INV(NE):895.70 (6" HDPE)INV(W):895.70 (6" HDPE)RIM:898.73HGL (TYP.)STA: 1+72.6 TOP OF PIPE: 892.996" PVC SANITARY LATERAL18" MIN.PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C404 STORM PLAN & PROFILE 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG 00 20'40' SCALE: 1" = 20'NMINIMUM FLOOD PROTECTION GRADE (MFPG): MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESSTHAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER,FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHEREFLOODWATERS CAN ENTER A BUILDING. LOWEST ADJACENT GRADE (LAG): LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOILMEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. STORMWATER MANAGEMENT SYSTEM NOTE: THE PROPOSED STORMWATER MANAGEMENT SYSTEM ASSOCIATED WITH THIS PROJECT SHALL BE PRIVATELY OWNED. STORM SEWER SYSTEM NOTE: THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALLONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITIONTO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BEINCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OFCONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTIONOF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. STORM SEWER NOTES: 1. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBER GASKET CONFORMING TO ASTM C 443. 2. 18" OF VERTICAL SEPARATION SHALL BE MAINTAINED FOR ALL UTILITY CROSSINGS. CONSTRUCTION LIMITS /PROJECT DISTURBANCE LIMITS LEGEND: FINISHED GRADE EXISTING GRADE GRANULAR BACKFILL (REFERENCE THE CITY OF CARMEL STANDARD DRAWING 10-32) STORM STRUCTURE ID HYDRAULIC GRADE LINE 6XX 0.0 4.0 VERTICALSCALE: 1" = 5'3.0 2.0 1.0 5.0 PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C401.DWG, LAYOUT: C404SURVEY CONTROL & BENCHMARK DATA: SITE BENCHMARK: SITE BM#1, PT 200, CUT "X" IN CURB NORTH OF INLET ELEVATION=899.52 (NAVD 88) N: 1711053.03 , E:167152.85 47'± WEST OF THE SOUTHEAST CORNER OF PROPERTY. ORIGINATING BENCHMARK FROM SURVEY: THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THISSURVEY ARE BASED UPON POSITIONAL SOLUTIONS DERIVED FROMREAL-TIME KINEMATIC (RTK) GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY THE TRIMBLE VRS NETWORK. THE BEARINGS SHOWN ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE PLANE COORDINATE SYSTEM (EAST ZONE) NAD 83 (2011) EPOCH 2010.0). THE VERTICAL DATUM IS BASED UPON NAVD 88. SURVEY DATA PROVIDED BY FOREFRONT SURVEYING, JOB #22SE-827 TBM #2, PT 201, CUT "X" ON WESTSIDE OFSIDEWALK N: 1711276.43 , E:167599.32ELEV = 903.14 (NAVD 88)9'± NORTH OF NORTH PROPERTY LINE & 31'± EAST OF EAST PROPERTY LINE. 10/11/2023 EEEEEEEEEEUS 421 (M ICH ICAN ROAD ) N85°28'09"E 387.12' S 2 0 °3 2 ' 5 1 "E 1 5 1 . 67 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROADIP IP CE CL SP SP CL CL CLSP SP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SF SF SF SF SF SFSFSF SF SF SF SFSFSFSFSFSFSF SF SF SF IP CONSTRUCTION STAGING AREA (6" COMPACTED #53s) CW 00 20'40' SCALE: 1" = 20' N PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C501.DWG, LAYOUT: C501 INITIAL EROSION CONTROLS SWPPP1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF PRIOR TO CLEARING AND GRADING AFTER FINISH GRADING AFTER ROUGH GRADING ALONG WITH ROUGH GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER EACH INLET IS PLACED AFTER FINISH GRADING AFTER FINISH GRADING AND STORM SEWER CONSTRUCTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED INSTALLATION SEQUENCEMAINTENANCE N/A N/A N/A UNITS FINISHED AS NEEDED WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED REMOVAL OF SILT PERIMETER REMOVAL OF INLET PROTECTION REMOVAL OF CHECK DAMS SEED, SOD & LANDSCAPE AROUND INLET PROTECTION RIP-RAP PROTECTION EROS.CONTROL MATTING / BLANKETS PERMANENT SEEDING TEMPORARY SEEDING TEMP. DIVERSIONS & CHECK DAMS STONE CONSTRUCTION ENTRANCE SILT PERIMETER PROTECTION EXISTING INLET PROTECTION TREE PROTECTION EROSION CONTROL MEASURE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL MAINTENANCE SCHEDULE - SEE CHART, NOTES AND DETAILS FOR MAINTENANCE REQUIREMENTS* * AF AF KG C501 INITIAL EROSION CONTROLS SWPPP PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. THE INDIANA STORM WATER QUALITY MANUAL AND CITY OF CARMEL STANDARDS SHALL BE USED IN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION AND MAINTENANCE OF EROSION CONTROL ANDSTORM WATER POLLUTION PREVENTION FOR THE PROJECT AREA: NAME: HOKANSON COMPANIES C/O STEVE BOLTONADDRESS: 10201 N. ILLINOIS ST. STE 400, CARMEL, IN.PHONE: 513.254.5765 EMAIL: SPB@HOKANSON.INCLIST OF QUALIFICATIONS:CONTRACTOR IS TO INFORM CITY OF CARMEL OF WHOM THIS STORMWATER POLLUTION PREVENTION INDIVIDUAL IS AT THE PRE-CONSTRUCION MEETING, PRIOR TO ANY EARTH DISTURBING & CONSTRUCION ACTIVITIES. EROSION CONTROL NOTES: 1. All disturbed areas shall be restored to initial / pre-construction conditions and grades. All flow lines shall be re-established and vegetative cover restored. Contractor may be required to extend vegetative restoration period to warmer months to ensure seed germination. 2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3. The governing municipality has the right to require additional erosion control measures in the field as conditions warrant. 4. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. 5. No soil will be removed or disposed of from the grading site. 6. There shall be no dirt, debris, or storage of materials in the street or alleyways. 5. Additional erosion and sediment control measures may be required by the inspector. 5. Copies of the letter of intent and response from CITY OF CARMEL office for Rule 5 compliance shall be provided onsite, when required. 6. All erosion control materials shall be approved by CITY OF CARMEL prior to installation. 7. All proposed erosion and sediment control shall be in conformance with the City of CARMEL Stormwater Design and Specifications Manual, latest edition. Discrepancies between the plans and the manual shall not alleviate the contractor from adhering to the requirements set forth in the manual. EROSION CONTROL NOTES: 1. All disturbed areas shall be restored to initial / pre-construction conditions and grades. All flow lines shall be re-established and vegetative cover restored. Contractor may be required to extend vegetative restoration period to warmer months to ensure seed germination. 2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3. The governing municipality has the right to require additional erosion control measures in the field as conditions warrant. 4. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. 5. No soil will be removed or disposed of from the grading site. 6. There shall be no dirt, debris, or storage of materials in the street or alleyways. 5. Additional erosion and sediment control measures may be required by the inspector. 5. Copies of the letter of intent and response from CITY OF CARMEL office for General Permit compliance, when required. 6. All erosion control materials shall be approved by CITY OF CARMEL prior to installation. 7. All proposed erosion and sediment control shall be in conformance with the CITY OF CARMEL Stormwater Design and Specifications Manual and Requirements, latest editions. Discrepancies between the plans and the manual shall not alleviate the contractor from adhering to the requirements set forth in the manual. **FOR ADDITIONAL EROSION CONTROL INFORMATION AND NOTES, SEE SHEET C504 & C505. KEY NOTES: IP INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKETWITH PERMANENT SEEDING SP SILT PERIMETER PROTECTION (SILT SOCK) SF SILT FENCE CL EROSION CONTROL LIMITS CW CONCRETE WASHOUT SUB PAVEMENT SUBBASE LA LANDSCAPE PLANTING AREASEE SHEET L101 FOR PERMANENT E.C. MEASURE RP OUTLET RIP-RAP PROTECTION CD ROCK CHECK DAM XX SF SP 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBERGASKET CONFORMING TO ASTM C 443 GENERAL NOTES EROSION CONTROL NOTES ALL STORMWATER DRAINAGE CASTINGS SHALLBE LABELLED WITH ENVIRONMENTAL MESSAGING"NO DUMPING, DRAINS TO WATERWAY" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BECONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY BALDWINCAPITAL. STORM SEWER SYSTEM NOTE 10/11/2023 PROPOSED BUILDING 3-STORY 9,650 SF ± 15' SIDE BSL 15' SIDE BSL60' FRONT BSL30' FRONT BSL & GREENBELTDRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY 611 601 621 603 602 GAS METER PIV120' MAX . FRONT SETBACK (M ICH IGAN RD . )o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o37.2'31.8'32.2'37.5'69.5'37.5'31.8'0.2'EEEEEEEEEEUS 421 (M ICH ICAN ROAD ) N85°28'09"E 387.12' S 2 0 °3 2 ' 5 1 "E 1 5 1 . 67 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROADIP IP IP IP IP IP CE CL SP SP CL CL CLSP SP SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SF SF SF SF SF SF SFSFSF SF SF SF SFSFSFSFSFSFSF SF SF SF IP 899 900900CONSTRUCTION STAGING AREA (6" COMPACTED #53s) CW 00 20'40' SCALE: 1" = 20' N PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C501.DWG, LAYOUT: C502 MASS GRADING & CONSTRUCTION SWPPP1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF PRIOR TO CLEARING AND GRADING AFTER FINISH GRADING AFTER ROUGH GRADING ALONG WITH ROUGH GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER EACH INLET IS PLACED AFTER FINISH GRADING AFTER FINISH GRADING AND STORM SEWER CONSTRUCTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED INSTALLATION SEQUENCEMAINTENANCE N/A N/A N/A UNITS FINISHED AS NEEDED WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED REMOVAL OF SILT PERIMETER REMOVAL OF INLET PROTECTION REMOVAL OF CHECK DAMS SEED, SOD & LANDSCAPE AROUND INLET PROTECTION RIP-RAP PROTECTION EROS.CONTROL MATTING / BLANKETS PERMANENT SEEDING TEMPORARY SEEDING TEMP. DIVERSIONS & CHECK DAMS STONE CONSTRUCTION ENTRANCE SILT PERIMETER PROTECTION EXISTING INLET PROTECTION TREE PROTECTION EROSION CONTROL MEASURE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL MAINTENANCE SCHEDULE - SEE CHART, NOTES AND DETAILS FOR MAINTENANCE REQUIREMENTS* * AF AF KG C502 MASS GRADING & CONSTRUCTION SWPPP PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. THE INDIANA STORM WATER QUALITY MANUAL AND CITY OF CARMEL STANDARDS SHALL BE USED IN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION AND MAINTENANCE OF EROSION CONTROL ANDSTORM WATER POLLUTION PREVENTION FOR THE PROJECT AREA: NAME: HOKANSON COMPANIES C/O STEVE BOLTONADDRESS: 10201 N. ILLINOIS ST. STE 400, CARMEL, IN.PHONE: 513.254.5765 EMAIL: SPB@HOKANSON.INCLIST OF QUALIFICATIONS:CONTRACTOR IS TO INFORM CITY OF CARMEL OF WHOM THIS STORMWATER POLLUTION PREVENTION INDIVIDUAL IS AT THE PRE-CONSTRUCION MEETING, PRIOR TO ANY EARTH DISTURBING & CONSTRUCION ACTIVITIES. EROSION CONTROL NOTES: 1. All disturbed areas shall be restored to initial / pre-construction conditions and grades. All flow lines shall be re-established and vegetative cover restored. Contractor may be required to extend vegetative restoration period to warmer months to ensure seed germination. 2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3. The governing municipality has the right to require additional erosion control measures in the field as conditions warrant. 4. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. 5. No soil will be removed or disposed of from the grading site. 6. There shall be no dirt, debris, or storage of materials in the street or alleyways. 5. Additional erosion and sediment control measures may be required by the inspector. 5. Copies of the letter of intent and response from CITY OF CARMEL office for Rule 5 compliance shall be provided onsite, when required. 6. All erosion control materials shall be approved by CITY OF CARMEL prior to installation. 7. All proposed erosion and sediment control shall be in conformance with the City of CARMEL Stormwater Design and Specifications Manual, latest edition. Discrepancies between the plans and the manual shall not alleviate the contractor from adhering to the requirements set forth in the manual. EROSION CONTROL NOTES: 1. All disturbed areas shall be restored to initial / pre-construction conditions and grades. All flow lines shall be re-established and vegetative cover restored. Contractor may be required to extend vegetative restoration period to warmer months to ensure seed germination. 2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3. The governing municipality has the right to require additional erosion control measures in the field as conditions warrant. 4. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. 5. No soil will be removed or disposed of from the grading site. 6. There shall be no dirt, debris, or storage of materials in the street or alleyways. 5. Additional erosion and sediment control measures may be required by the inspector. 5. Copies of the letter of intent and response from CITY OF CARMEL office for General Permit compliance, when required. 6. All erosion control materials shall be approved by CITY OF CARMEL prior to installation. 7. All proposed erosion and sediment control shall be in conformance with the CITY OF CARMEL Stormwater Design and Specifications Manual and Requirements, latest editions. Discrepancies between the plans and the manual shall not alleviate the contractor from adhering to the requirements set forth in the manual. **FOR ADDITIONAL EROSION CONTROL INFORMATION AND NOTES, SEE SHEET C504 & C505. KEY NOTES: IP INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKETWITH PERMANENT SEEDING SP SILT PERIMETER PROTECTION (SILT SOCK) SF SILT FENCE CL EROSION CONTROL LIMITS CW CONCRETE WASHOUT SUB PAVEMENT SUBBASE LA LANDSCAPE PLANTING AREASEE SHEET L101 FOR PERMANENT E.C. MEASURE RP OUTLET RIP-RAP PROTECTION CD ROCK CHECK DAM XX SF SP 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBERGASKET CONFORMING TO ASTM C 443 GENERAL NOTES EROSION CONTROL NOTES ALL STORMWATER DRAINAGE CASTINGS SHALLBE LABELLED WITH ENVIRONMENTAL MESSAGING"NO DUMPING, DRAINS TO WATERWAY" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BECONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY BALDWINCAPITAL. STORM SEWER SYSTEM NOTE 10/11/2023 PROPOSED BUILDING 3-STORY 9,650 SF ± 15' SIDE BSL 15' SIDE BSL60' FRONT BSL30' FRONT BSL & GREENBELTDRIVETHRUONLYDRIVETHRUONLYREMOTE TELLER CANOPY 611 601 621 603 602 GAS METER PIV120' MAX . FRONT SETBACK (M ICH IGAN RD . )o o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o oo o o37.2'31.8'32.2'37.5'69.5'37.5'31.8'0.2'EEEEEEEEEEUS 421 (M ICH ICAN ROAD ) N85°28'09"E 387.12' S 2 0 °3 2 ' 5 1 "E 1 5 1 . 67 ' S85°28'08"W 325.06'S04°31'52"E 33.57'S85°28'09"W 101.91'R=122.00'L=65.94'N00°23'46"E 115.74'REDD ROADSEE SHEET L101, FOR PERMANENT E.C. MEASURES IN THIS AREA SEE SHEET L101, FOR PERMANENTE.C. MEASURES IN THIS AREA SEE SHEET L101, FOR PERMANENTE.C. MEASURES IN THIS AREA SEE SHEET L101, FOR PERMANENTE.C. MEASURES IN THIS AREA PS PS PS PS PS EB EB EB 899 90090000 20'40' SCALE: 1" = 20' N PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C501.DWG, LAYOUT: C503 POST CONSTRUCTION SWPPP1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF PRIOR TO CLEARING AND GRADING AFTER FINISH GRADING AFTER ROUGH GRADING ALONG WITH ROUGH GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER EACH INLET IS PLACED AFTER FINISH GRADING AFTER FINISH GRADING AND STORM SEWER CONSTRUCTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED INSTALLATION SEQUENCEMAINTENANCE N/A N/A N/A UNITS FINISHED AS NEEDED WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED REMOVAL OF SILT PERIMETER REMOVAL OF INLET PROTECTION REMOVAL OF CHECK DAMS SEED, SOD & LANDSCAPE AROUND INLET PROTECTION RIP-RAP PROTECTION EROS.CONTROL MATTING / BLANKETS PERMANENT SEEDING TEMPORARY SEEDING TEMP. DIVERSIONS & CHECK DAMS STONE CONSTRUCTION ENTRANCE SILT PERIMETER PROTECTION EXISTING INLET PROTECTION TREE PROTECTION EROSION CONTROL MEASURE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL MAINTENANCE SCHEDULE - SEE CHART, NOTES AND DETAILS FOR MAINTENANCE REQUIREMENTS* * AF AF KG C503 POST CONSTRUCTION SWPPP PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. THE INDIANA STORM WATER QUALITY MANUAL AND CITY OF CARMEL STANDARDS SHALL BE USED IN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION AND MAINTENANCE OF EROSION CONTROL ANDSTORM WATER POLLUTION PREVENTION FOR THE PROJECT AREA: NAME: HOKANSON COMPANIES C/O STEVE BOLTONADDRESS: 10201 N. ILLINOIS ST. STE 400, CARMEL, IN.PHONE: 513.254.5765 EMAIL: SPB@HOKANSON.INCLIST OF QUALIFICATIONS:CONTRACTOR IS TO INFORM CITY OF CARMEL OF WHOM THIS STORMWATER POLLUTION PREVENTION INDIVIDUAL IS AT THE PRE-CONSTRUCION MEETING, PRIOR TO ANY EARTH DISTURBING & CONSTRUCION ACTIVITIES. EROSION CONTROL NOTES: 1. All disturbed areas shall be restored to initial / pre-construction conditions and grades. All flow lines shall be re-established and vegetative cover restored. Contractor may be required to extend vegetative restoration period to warmer months to ensure seed germination. 2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3. The governing municipality has the right to require additional erosion control measures in the field as conditions warrant. 4. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. 5. No soil will be removed or disposed of from the grading site. 6. There shall be no dirt, debris, or storage of materials in the street or alleyways. 5. Additional erosion and sediment control measures may be required by the inspector. 5. Copies of the letter of intent and response from CITY OF CARMEL office for Rule 5 compliance shall be provided onsite, when required. 6. All erosion control materials shall be approved by CITY OF CARMEL prior to installation. 7. All proposed erosion and sediment control shall be in conformance with the City of CARMEL Stormwater Design and Specifications Manual, latest edition. Discrepancies between the plans and the manual shall not alleviate the contractor from adhering to the requirements set forth in the manual. EROSION CONTROL NOTES: 1. All disturbed areas shall be restored to initial / pre-construction conditions and grades. All flow lines shall be re-established and vegetative cover restored. Contractor may be required to extend vegetative restoration period to warmer months to ensure seed germination. 2. All erosion control practices shall be in accordance with the "Indiana Storm Water Quality Manual" and the SCS "Field Office Technical Guide". 3. The governing municipality has the right to require additional erosion control measures in the field as conditions warrant. 4. The storm water quality unit shown on these plans shall be the unit installed during the development of this property. No substitutions shall be permitted. 5. No soil will be removed or disposed of from the grading site. 6. There shall be no dirt, debris, or storage of materials in the street or alleyways. 5. Additional erosion and sediment control measures may be required by the inspector. 5. Copies of the letter of intent and response from CITY OF CARMEL office for General Permit compliance, when required. 6. All erosion control materials shall be approved by CITY OF CARMEL prior to installation. 7. All proposed erosion and sediment control shall be in conformance with the CITY OF CARMEL Stormwater Design and Specifications Manual and Requirements, latest editions. Discrepancies between the plans and the manual shall not alleviate the contractor from adhering to the requirements set forth in the manual. **FOR ADDITIONAL EROSION CONTROL INFORMATION AND NOTES, SEE SHEET C504 & C505. KEY NOTES: IP INLET PROTECTION CE CONSTRUCTION ENTRANCE PS PERMANENT SEEDING TS TEMPORARY SEEDING EB EROSION CONTROL BLANKETWITH PERMANENT SEEDING SP SILT PERIMETER PROTECTION (SILT SOCK) SF SILT FENCE CL EROSION CONTROL LIMITS CW CONCRETE WASHOUT SUB PAVEMENT SUBBASE LA LANDSCAPE PLANTING AREASEE SHEET L101 FOR PERMANENT E.C. MEASURE RP OUTLET RIP-RAP PROTECTION CD ROCK CHECK DAM XX SF SP 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE COMMENCING WITH CONSTRUCTION. 2. ALL EROSION CONTROL MATERIAL NEEDS TO BE APPROVED BY THE CITY INSPECTORS PRIOR TO INSTALLATION. CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE THAT MIGHT BE BROUGHT OFF-SITE. DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL MODIFICATIONS AND/OR LIME STABILIZATION MAY BE REQUIRED. SEE SHEET C901 FOR SPECIFICATIONS. ALL CONCRETE PIPE JOINTS SHALL BE CONTINUOUS O-RING RUBBERGASKET CONFORMING TO ASTM C 443 GENERAL NOTES EROSION CONTROL NOTES ALL STORMWATER DRAINAGE CASTINGS SHALLBE LABELLED WITH ENVIRONMENTAL MESSAGING"NO DUMPING, DRAINS TO WATERWAY" CAST IN RAISED OR RECESSED LETTERS AT A MIN. 1-INCH HEIGHT. A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS STORM SEWER INLET NOTE ALL STORM SEWER INFRASTRUCTURE TO BECONSTRUCTED WITH THIS PROJECT SHALL BE PRIVATELY OWNED AND MAINTAINED BY BALDWINCAPITAL. STORM SEWER SYSTEM NOTE DO NO USE FERTILIZER CONTAINING PHOSPHOROUS (12-12-12) UNLESS SOIL TESTS INDICATE A PHOSPHOROUS DEFICIENCY FERTILIZER NOTE WHERE REQUIRED, CRIMPED/ANCHORED MULCH OR MULCH WITH A TACKING AGENT SHALL BE USED. THE APPLICATION RATE SHOULD MEET GUIDLINES PERPRACTICE 3.15 OF THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. MULCH NOTE INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF CONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) WHERE AREAS WILL BE IDLE OFCONSTRUCTION ACTIVITIES FOR A PERIOD OF 15 DAYSOR MORE. SEEDING NOTE 10/11/2023 PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C501.DWG, LAYOUT: C504 SWPPP SEQUENCING & SOILS INFORMATION1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF PRIOR TO CLEARING AND GRADING AFTER FINISH GRADING AFTER ROUGH GRADING ALONG WITH ROUGH GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING PRIOR TO CLEARING AND GRADING AFTER EACH INLET IS PLACED AFTER FINISH GRADING AFTER FINISH GRADING AND STORM SEWER CONSTRUCTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER FINISHED GRADING AROUND FINISHED UNITS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED INSTALLATION SEQUENCEMAINTENANCE N/A N/A N/A UNITS FINISHED AS NEEDED WATER AS NEEDED WATER AS NEEDED WATER AS NEEDED REMOVAL OF SILT PERIMETER REMOVAL OF INLET PROTECTION REMOVAL OF CHECK DAMS SEED, SOD & LANDSCAPE AROUND INLET PROTECTION RIP-RAP PROTECTION EROS.CONTROL MATTING / BLANKETS PERMANENT SEEDING TEMPORARY SEEDING TEMP. DIVERSIONS & CHECK DAMS STONE CONSTRUCTION ENTRANCE SILT PERIMETER PROTECTION EXISTING INLET PROTECTION TREE PROTECTION EROSION CONTROL MEASURE WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER STORM EVENTS AND AS NEEDED WEEKLY, AFTER STORM EVENTS AND AS NEEDED EROSION CONTROL MAINTENANCE SCHEDULE - SEE CHART, NOTES AND DETAILS FOR MAINTENANCE REQUIREMENTS* * AF AF KG C504 SWPPP SEQUENCING & SOILS INFORMATION PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. THE INDIANA STORM WATER QUALITY MANUAL AND CITY OF CARMEL STANDARDS SHALL BE USED IN CONJUNCTION WITH THIS SET OF EROSION CONTROL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION AND MAINTENANCE OF EROSION CONTROL ANDSTORM WATER POLLUTION PREVENTION FOR THE PROJECT AREA: NAME: HOKANSON COMPANIES C/O STEVE BOLTONADDRESS: 10201 N. ILLINOIS ST. STE 400, CARMEL, IN. PHONE: 513.254.5765 EMAIL: SPB@HOKANSON.INCLIST OF QUALIFICATIONS:CONTRACTOR IS TO INFORM CITY OF CARMEL OF WHOM THIS STORMWATER POLLUTION PREVENTION INDIVIDUAL IS AT THE PRE-CONSTRUCION MEETING, PRIOR TO ANY EARTH DISTURBING & CONSTRUCION ACTIVITIES. EROSION CONTROL SEQUENCE & PROCEDURES *THESE EROSION CONTROL MEASURES, SEQUENCES AND PROCEDURES SHALL APPLY TO ALL PHASES OF THE PROJECT, INCLUDING THE INITIAL / PRE-CONSTRUCTION PHASE, DURING CONSTRUCTION PHASE, AND POST CONSTRUCTION PHASE. Contractor shall schedule a Pre-Construction Meeting with the CITY OF CARMEL Stormwater Management Department ((317) 571-2441) / Local Governing Municipality Stormwater Management Department / County Surveyor's Office / County Soil and Water 1. prior to any earth moving activities or construction. 2. The following erosion control measures shall be in place prior to any land disturbing activities: 2.1. Create a stabilized construction entrance. 2.2. Install Temporary Inlet Protection Measures on existing storm inlets. 2.3. Install Temporary Silt Fence and/or Silt Sock Protection as shown on approved plans. 2.4. Install Temporary Construction Washout as required. 2.5. Install Temporary check dams and sediment basins as required. 3. Contractor shall contact the CITY OF CARMEL / Governing Municipality / MS4 / County Soil and Water Department for an initial Erosion Control Inspection to obtain full sign off on the Improvement Location Permit prior to earthwork activities. 4. The contractor shall control waste, garbage, debris, wastewater, and other substances on the site so they will not be transported from the site by the action of wind, storm water runoff, or other forces. Proper disposal or management of all wastes and unused building material appropriate to the nature of the waste or material is required. 5. Public or private roadways shall be kept clear of accumulated sediment. All sediment that is cleared must be returned to the likely point of origin or other suitable location. Clearing of large amounts of sediment shall not include flushing the area with water. 6. Minimize the exposure of bare earth by limiting the work area to that necessary to perform the work, and by proper scheduling of manpower and equipment. 7. All erosion and sediment control measures shall be inspected, cleaned, and maintained following each storm event. 8. Wherever possible, maintain existing vegetative cover. Use non-vegetative material including mulch, erosion blankets, or stone to control erosion from disturbed areas. 9. A log shall be maintained of all inspections (weekly, and following storm events), maintenance and repair of erosion and sediment control measures. The log shall be maintained on site and be available upon request to the owners representatives and the operating authorities having jurisdiction over the site. 10. Once land disturbing activities begin, the following practices shall be provided: 10.1. The Trained Individual responsible for the erosions control maintenance for the contractor shall make weekly site inspections and after every rainfall event of 0.5 inches and greater. 10.2. Positive drainage shall be maintained at all times. Contractor shall ensure the downstream drainage system and adjacent properties are not receiving sediment/debris laden runoff. If additional measures are necessary to protect adjacent properties or the downstream drainage system, the Contractor shall notify the Engineer and implement the necessary measures immediately. 10.3. Once earth disturbing activities begin, the adjacent roadways, adjacent drives and parking lots shall be continuously monitored for sediment tracking. If sediment is found, immediate action is required to clean the offsite areas and the current erosion control practices will need to be inspected and modified accordingly to prevent any further sediment from leaving the project site. 10.4. Once the new storm structures and / or pipes are is in place, the appropriate type of inlet protection measures shall be placed. 10.5. As surface types change, perimeter silt protection may need to be modified or replaced with a different perimeter protection. Update and replace perimeter silt protection as needed and required per these plans and site conditions / restraints. 10.6. Continued monitoring of all exposed areas shall be performed in order to verify the surrounding areas are not becoming sediment laden from construction activities onsite. 10.7. As the construction occurs, disturbed areas shall be stabilized as soon as they are at finished grade or will be left bare for more than 15 days. 10.8. Provide final grade stabilization upon final grading of all areas including erosion control blanketing, seeding and sodding as appropriate. 10.9. Storm sewers that become silted due to construction activities shall be cleaned with a jet vacuum and the material properly disposed of. 10.10.As the existing swales and ditches are removed or graded away, the temporary check dams, filter dams, and sediment basins may be removed (unless noted otherwise on the plans) along with their retained debris, pollutants, and sediment. All material shall be disposed of off site at an approved location. 11. After site preparation, demolition, clearing and mass earthwork phases are complete and prior to infrastructure, building, and fine grading construction begins: 11.1. The perimeter erosion control practices (silt fence, construction entrance, check filter dams, temp. sediment basins, etc.) shall be examined, cleaned, and reinstalled if damaged. Some practices may need to be relocated or changed for the proposed site layout or per construction phases. (See Erosion Control Plans). 11.2. Relocate staging area if needed due to site configuration. 11.3. Install a Temporary Concrete Washout if not done already. 11.4. Once the new storm structures and / or pipes are is in place, the appropriate type of inlet protection measures shall be placed. 11.5. Continued monitoring of all exposed areas shall be performed in order to verify the surrounding areas are not becoming sediment laden from construction activities onsite. 11.6. As the construction occurs, disturbed areas shall be stabilized as soon as they are at finished grade or will be left bare for more than 15 days. 11.7. Provide final grade stabilization upon final grading of all areas including erosion control blanketing, seeding and sodding as appropriate. 11.8. Storm sewers that become silted due to construction activities shall be cleaned with a jet vacuumed and the material properly disposed of. 11.9. Temporary silt fence to be installed around pond and maintained until open areas contributing to direct sheet flow to pond have been stabilized. Only once these open areas are properly and permanently stabilized can this temporary silt fence be removed and disposed of properly. 11.10.Minimize erosion from exposed areas by providing and maintaining temporary or permanent stabilization measures. Erosion control measures to protect exposed areas shall be installed at the end of the day's work or within 24 hours of the completion of the earth disturbing activity, as applicable for the type of measure. 11.11.All disturbed areas shall be seeded and/or stabilized upon completion of the earth disturbing activity. 11.12.Rip-rap protection for final grades, detention ponds or storm sewers need established upon completion of final grading and storm sewer construction. 12. All graded areas (lawns, banks, mounds, etc.) with slopes equal to or steeper than 6h:1v shall be stabilized with an erosion control blanket unless noted otherwise. All constructed swales channels shall be stabilized with an erosion control blanket to the top of the bank. Soil stockpiles shall be seeded and mulched to minimize erosion. 13. All other lawn and planting areas shall be seeded and stabilized with an anchored, crimped or tackified mulch and seed mixture. 14. Areas to be paved shall be stabilized with a temporary stone cover. The temporary stone stabilization shall be equivalent to the proposed stone sub-base material. Adequate sub-base depths shall be maintained during construction, verified and restored, if necessary, prior to final paving. Stone stabilization shall be installed per the paving specifications and details. 15. Install pipe and grate inlet protection measures and pipe outlet protection as new pipes or pipe extensions are installed. Limit excavation to the work that can be performed that day. Trenches shall be seeded and mulched as part of the backfill operation. 16. Install inlet protection measures to prevent debris and sediment from entering storm system. Check weekly and after each storm event for debris and sediment. Clear blockages as identified. Damaged or ineffective measures shall be replaced. 17. Soil stockpiles shall have appropriate perimeter protection to prevent sedimentation of the surrounding acres. Any stock pile that will not be disturbed for 15 days or longer shall be seeded and protected with mulch or erosion control blanket. 18. All disturbed areas where work will potentially cease for 15 days or longer shall be seeded and stabilized immediately upon completion of the activity. 19. Erosion and sediment control measures shall be maintained until the site is 95% stabilized. 20.Construction Phase BMP's shall remain in place and continue to be inspected until the entire site has reached the minimum vegetative cover, 70% established. 21.Once construction is complete and prior to the contractor handing over the project to the owner, the contractor shall clean all debris, pollutants, and sediment from the storm sewers. 22.Once construction is complete and prior to the contractor handing over the project to the owner, the contractor shall clean all debris, pollutants, and sediment from the detention pond and remove the outlet structure rock check dam. Contractor to stabilize wet detention ponds (if any) after clean out. 23.Upon the site reaching the required minimum established vegetative cover, the IDEM CSGP Notice of Termination shall be submitted to the MS4 Department for approval prior to submitting it to IDEM if required for project. SOILS MAP, INFORMATION, ATTRIBUTES AND LIMITING FEATURES 10/11/2023 PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C501.DWG, LAYOUT: C505 SWPPP - CSGP REPORT & SPILL PREVENTION1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG C505 SWPPP - CSGP REPORT & SPILL PREVENTION PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. SWPPP FOR CONSTRUCTION SITES: 1. HYDROLOGIC UNIT CODE (14 DIGIT) - 051202011200802. IDENTIFICATION OF ALL RECEIVING WATERS -EAGLE CREEK-LONG BRANCH/IRISHMAN RUN3. DISCHARGE POST CONSTRUCTION, 10 YEAR PROPOSED - 4.3 CFS4. SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - STORMWATER WILL LEAVE THE SITE THROUGH THE ONSITESTORMWATER INLET AND PIPE SYSTEM WHICH WILL CONNECT TO AN EXISTING CURB INLET IN REDD RD. TO THE SOUTHWEST OF THESITE.5. SOILS MAP: SEE SHEET C504 FOR SOILS AND DESCRIPTIONS 6. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: POTENTIAL POLLUTANTSFROM CONSTRUCTION ACTIVITY SUCH AS OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT;SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING.7. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES: 7.a. LOCATION. SEE SHEETS C501-C5037.b. DIMENSIONS. SEE SHEETS C501-C5037.c. DETAILED SPECIFICATIONS. SEE SHEETS C101 AND C501-C5047.d. CONSTRUCTION DETAILS. SEE SHEETS C801-C805 AND CITY OF CARMEL GENERAL CONSTRUCTION DETAILS7.e. MONITORING & MAINTENANCE GUIDELINESMASTER PLAN BMP OWNER MUST ROUTINELY INSPECT THE EXISTING STORMWATER QUALITY MEASURES AND DOWNSTREAMSTORMWATER DETENTION POND TO VERIFY ALL COMPONENTS ARE FUNCTIONING AS DESIGNED AND ARE NOT IN DANGER OF FAILING.ALL BMPS NEED MAINTENANCE TO FUNCTION AS WATER QUALITY AND QUANTITY ENHANCEMENTS. SEDIMENT THAT COLLECTS IN THE BMPSHALL BE REMOVED WHEN THE SEDIMENT ADVERSELY AFFECTS THE ABILITY OF THE BMP TO PERFORM AS A WATER QUALITY CONTROLDEVICE1. DEBRIS CLEANOUT (INSPECT MONTHLY) 1.1. SEE MASTER PLAN BMP O&M MANUAL FOR DETAILED REQUIREMENTS.2. VEGETATION (INSPECT MONTHLY)2.1. PLANT HEIGHT SHALL BE MAINTAINED BETWEEN 3-6 INCHES IN HEIGHT,NO EVIDENCE OF EROSION3. DRAINAGE FUNCTION (INSPECT MONTHLY OR AFTER RAINS IN EXCESS OF 0.5 INCHES)3.1. INSPECT STORM SEWER INLETS FOR CLOGGED GRATES, REMOVE DEBRIS AS APPROPRIATE3.2. INSPECT STORM SEWER PIPING TO VERIFY FREE FLOW, REMOVE DEBRIS AS APPORPRIATE 4.GENERAL CONSTRUCTION SEQUENCE: a. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL STORMWATER MANAGEMENT DEPT.317-571-2441 b. THE FOLLOWING EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY LAND DISTURBING ACTIVITIES: b.a. CREATE A STABILIZED CONSTRUCTION ENTRANCE b.b. INSTALL TEMPORARY INLET PROTECTION MEASURES ON EXISTING STORM INLETS. b.c. INSTALL TEMPORARY SILT FENCE AND/OR SILT SOCK PROTECTION AS SHOWN ON APPROVED PLANSb.d. INSTALL TEMPORARY CONCRETE WASHOUT c. CONTRACTOR SHALL CONTACT THE CITY OF CARMEL FOR AN INITIAL EROSION CONTROL INSPECTION TO OBTAIN FULL SIGN OFFON THE IMPROVEMENT LOCATION PERMIT PRIOR TO EARTHWORK ACTIVITIES.d. ONCE LAND DISTURBING ACTIVITIES BEGIN, THE FOLLOWING PRACTICES SHALL BE PROVIDED:d.a. THE TRAINED INDIVIDUAL SHALL MAKE WEEKLY SITE INSPECTIONS AND AFTER EVERY RAINFALL EVENT OF 0.5 INCHES ANDGREATER.d.b. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL ENSURE THE DOWNSTREAM DRAINAGE SYSTEM AND ADJACENT PROPERTIES ARE NOT RECEIVING SEDIMENT/DEBRIS LADEN RUNOFF. IF ADDITIONAL MEASURES ARE NECESSARY TO PROTECT ADJACENT PROPERTIES OR THE DOWNSTREAM DRAINAGE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND IMPLEMENT THE NECESSARY MEASURES IMMEDIATELY. d.c. ONCE EARTH DISTURBING ACTIVITIES BEGIN, THE ADJACENT ROADWAYS, ADJACENT DRIVES AND PARKING LOTS SHALL BE CONTINUOUSLY MONITORED FOR SEDIMENT TRACKING. IF SEDIMENT IS FOUND, IMMEDIATE ACTION IS REQUIRED TO CLEANTHE OFFSITE AREAS AND THE CURRENT EROSION CONTROL PRACTICES WILL NEED TO BE INSPECTED AND MODIFIEDACCORDINGLY TO PREVENT ANY FURTHER SEDIMENT FROM LEAVING THE PROJECT SITE.e. ONCE THE NEW STORM STRUCTURES/PIPES ARE IS IN PLACE, THE APPROPRIATE TYPE OF INLET PROTECTION MEASURES SHALLBE PLACED.f. CONTINUED MONITORING OF ALL EXPOSED AREAS SHALL BE PERFORMED IN ORDER TO VERIFY THE SURROUNDING AREAS ARENOT BECOMING SEDIMENT LADEN FROM CONSTRUCTION ACTIVITIES ONSITE.g. AS THE CONSTRUCTION OCCURS, DISTURBED AREAS SHALL BE STABILIZED AS SOON AS THEY ARE AT FINISHED GRADE OR WILL BE LEFT BARE FOR MORE THAN 15 DAYS.h. PROVIDE FINAL GRADE STABILIZATION UPON FINAL GRADING OF ALL AREAS INCLUDING EROSION CONTROL BLANKETING, SEEDINGAND SODDING AS APPROPRIATE.i. STORM SEWERS THAT BECOME SILTED DUE TO CONSTRUCTION ACTIVITIES SHALL BE CLEANED WITH A JET VACUUM AND THEMATERIAL PROPERLY DISPOSED OF.j. CONSTRUCTION PHASE BMP'S SHALL REMAIN IN PLACE AND CONTINUE TO BE INSPECTED UNTIL THE ENTIRE SITE HAS REACHEDTHE MINIMUM VEGETATIVE COVER, 70% ESTABLISHED.k. UPON THE SITE REACHING THE REQUIRED MINIMUM ESTABLISHED VEGETATIVE COVER, THE IDEM RULE 5 NOTICE OF TERMINATIONSHALL BE SUBMITTED TO THE MS4 DEPARTMENT FOR APPROVAL PRIOR TO SUBMITTING IT TO IDEM. 10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS : NO SOIL STOCKPILES ARE ANTICIPATED WITH THISPROJECT. THERE ARE NO OFFSITE EARTHWORK ACTIVITIES ANTICIPATED WITH THIS PROJECT. 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON TEMPORARY SEEDING WILL BE USED AS TEMPORARY SURFACE SABILIZATION MEASURES IF AREAS ARE TO BE LEFT IDLE FOR MORE THAN 15 DAYS. SEE SHEETS C501-C503. PERMANENT SEEDING, TREES, AND SHRUBS WILL BE USED AS PERMANENT SURFACE STABILIZATION MEASURES. THE DETAILS AND SPECIFICATIONS FOR EACH STATED MEASURE ARE ON SHEETS C503 AND L101.12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS - NOT APPLICABLE TO THIS PROJECT.13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN 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 SHORELINES. THE PLAN ALSO ESTABLISHES THE ACTIVITIES REQUIRED TO MITIGATE SUCH DISCHARGES (I.E., COUNTERMEASURES) SHOULD THEY OCCUR.DEFINITIONS:POLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT,CLEANING AGENTS, CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUELOIL, 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 UNITES 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]. PLAN REVIEW AND AMENDMENTS: THIS PLAN SHALL BE REVIEWED AND/OR AMENDED, IF NECESSARY, WHENEVER THERE IS A CHANGE IN THE DESIGN OFTHE SITE, CONSTRUCTION, OPERATION, OR MAINTENANCE WHICH MATERIALLY AFFECTS THE SITES' POTENTIAL FOR THEDISCHARGE OF REGULATED MATERIAL.PREDICTION OF POTENTIAL SPILLS:14. NEAREST NAVIGABLE WATER: WHITE RIVER15. POSSIBLE SPILL SOURCES (DURING AND POST CONSTRUCTION): VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID,GREASE, ANTIFREEZE; CONSTRUCTION TRASH AND DEBRIS, BIOLOGICAL AGENTS FOUND IN TRASH AND DEBRIS, FERTILIZERS,HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS, CHEMICALS, PAINT, HERBICIDES AND PESTICIDES. 16. GROUNDWATER CONTAMINATION: THIS FACILITY MAINTAINS NO ABOVE GROUND OR UNDER GROUND STORAGE TANKS.THEREFORE, IT IS FELT THAT THERE IS LITTLE OR NO POSSIBILITY OF POST CONSTRUCTION GROUNDWATER CONTAMINATION.ALERT PROCEDURES FOR SPILLS:1. ANY PERSONNEL OBSERVING A SPILL WILL IMMEDIATELY INSTIGATE THE FOLLOWING PROCEDURE:a.) DIALING "0" FROM ANY TELEPHONE.b.) NOTIFY THE APPROPRIATE EMERGENCY PERSONNEL.2. THE EMERGENCY COORDINATOR WILL THEN TAKE THE FOLLOWING ACTIONS:a.) 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 CALLINGTHE 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 INSTRUCTIONS:- 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: 9-1-1d.) NOTIFY THE HAMILTON COUNTY SWCD OFFICE (317) 773-2181e.) NOTIFY THE MS4 DEPARTMENT OF CARMEL STORMWATER DEPARTMENT (317) 571-2411 f.) NOTIFY THE CARMEL POLICE DEPARTMENT PHONE: 9-1-1g.) NOTIFY WASTE RECOVERY CONTRACTOR, MAINTENANCE PERSONNEL OR OTHER CONTRACTUAL PERSONNEL ASNECESSARY FOR CLEANUP.h.) COORDINATE AND MONITOR CLEANUP UNTIL THE SITUATION HAS BEEN STABILIZED AND ALL SPILLS HAVE BEENELIMINATED. i.) COOPERATE WITH THE IDEM-OER OR PROCEDURES AND REPORTS INVOLVED WITH THE EVENT. CLEANUP PARAMETERS: 1. THE OWNER SHALL BE CONTINUALLY KEPT INFORMED, MAINTAIN LISTS OF QUALIFIED CONTRACTORS AND AVAILABLE VAC-TRUCKS, TANK PUMPERS AND OTHER EQUIPMENT READILY ACCESSIBLE FOR CLEAN UP OPERATIONS. IN ADDITION, A CONTINUALLY UPDATED LIST OF AVAILABLE ABSORBENT MATERIALS AND CLEAN-UP SUPPLIES SHOULD BE KEPT ON SITE.2. ALL MAINTENANCE PERSONNEL WILL BE MADE AWARE OF TECHNIQUES FOR PREVENTION OF SPILLS. THEY WILL BE INFORMED OFTHE REQUIREMENTS AND PROCEDURES OUTLINED IN THIS PLAN. THEY WILL BE KEPT ABREAST OF CURRENT DEVELOPMENTS ORNEW INFORMATION ON THE PREVENTION OF SPILLS AND / OR NECESSARY ALTERATIONS TO THIS PLAN.3. WHEN SPILLS OCCUR WHICH COULD ENDANGER HUMAN LIFE AND THIS BECOMES PRIMARY CONCERN, THE DISCHARGE OF THE LIFESAVING 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 TOTHE APPROVAL OF THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 5. FLUSHING OF SPILLED MATERIAL WITH WATER WILL NOT BE PERMITTED UNLESS SO AUTHORIZED BY THE INDIANA DEPARTMENT OFENVIRONMENTAL MANAGEMENT. 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITEa. NAME HOKANSON COMPANIES, C/O STEVE BOLTONb. ADDRESS 10201 N. ILLINOIS ST. STE 400, CARMEL 46290c. TELEPHONE NUMBER 513.254.5765d. EMAIL SPB@HOKANSON.INCLIST OF QUALIFICATIONS TO BE PROVIDED BY CONTACT. 15. REVISION RECORD REV. DATE DESCRIPTION DES. BY APP. BY SWPPP FOR POST-CONSTRUCTION 1. POTENTIAL LANDUSE POLLUTANTSPOLLUTANT: MEANS POLLUTANT OF ANY KIND OR IN ANY FORM, INCLUDING BUT NOT LIMITED TO SEDIMENT, PAINT, CLEANING AGENTS,CONCRETE WASHOUT, PESTICIDES, NUTRIENTS, TRASH, HYDRAULIC FLUIDS, FUEL, OIL, PETROLEUM, FUEL OIL, SLUDGE, OIL REFUSE,AND OIL MIXED WITH WASTES OTHER THAN DREDGED SOIL.VEHICULAR SOURCES SUCH AS LEAKING FUEL OR OIL, BRAKE FLUID, GREASE, ANTIFREEZE; CONSTRUCTION TRASH AND DEBRIS, BIOLOGICALAGENTS FOUND IN TRASH AND DEBRIS, FERTILIZERS, HOUSEHOLD ITEMS INCLUDING BUT NOT LIMITED TO CLEANING AGENTS, CHEMICALS, PAINT, HERBICIDES, AND PESTICIDES. GROUNDWATER CONTAMINATION: THIS FACILITY MAINTAINS NO ABOVE GROUND OR UNDER GROUND STORAGE TANKS. THEREFORE, IT IS FELT THAT THERE IS LITTLE OR NO POSSIBILITY OF POST CONSTRUCTION GROUNDWATER CONTAMINATION. 2. POST CONSTRUCTION STORMWATER QUALITY MEASURES: A. LOCATION: SEE SHEETS C301,C401,C503, AND L101B. DIMENSIONS: SEE SHEETS C301,C401 AND C503C. SIZING CALCULATIONS: SEE DRAINAGE CALCULATIONSD. DETAILED SPECIFICATIONS: SEE SHEETS C101 AND C504E. CONSTRUCTION DETAILS: SEE SHEETS C801-C805 1. REFERENCE THE ASSOCIATED BMP OPERATIONS AND MAINTENANCE MANUAL (O&M MANUAL) FOR DETAILS RELATED TO POSTCONSTRUCTION STORMWATER QUALITY MEASURES. REFERENCE "POST-CONSTRUCTION STORMWATER MANAGEMENT PLAN" FOR THE ARIA DEVELOPMENT PREPARED BY WOOLPERT IN 2019.. 2. STORMWATER DETENTION BASIN - LOCATED OFFSITE TO THE EAST OF THE PROJECT SITE DEVELOPMENT. 3. TEMPORARY,PERMANENT SEEDING, TREES AND SHRUBS 4. ON GOING MAINTENANCE BY THE OWNER TO ENSURE THAT SEDIMENT, TRASH AND POLLUTANTS DO NOT LEAVE THE SITE. 3. POST CONSTRUCTION STORMWATER QUALITY MEASURES: SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION:1. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES AS DETAILED IN THE STORMWATER POLLUTION PREVENTION MEASURESMAINTENANCE REQUIREMENTS BEGINNING IMMEDIATELY AFTER INSTALLATION AND CONTINUING UNTIL VEGETATION HAS BEENSUFFICIENTLY ESTABLISHED AND ALL CONSTRUCTION ACTIVITY IS COMPLETE.2. REMOVE ALL SILT FENCES, ETC. ONLY AFTER SEEDING AND SUFFICIENT VEGETATIVE GROWTH HAS BEEN ESTABLISHED IN EACH AREATO A POINT WHERE SEDIMENT/POLLUTANTS WILL NOT ENTER THE CREEK. 3. 3. INSPECTION AND MAINTENANCE OF ALL AREAS IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ACCEPTED BY THE GOVERNINGMS4 OFFICE. INSPECTION AND MAINTENANCE OF BMP'S SHALL FOLLOW TIME TABLES SET FORTH IN THE MAINTENANCE ANDOPERATIONS MANUAL. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM & RIPARIAN HABITATS. THE PROPOSED, TURF, AND LANDSCAPE PLANT MATERIAL WILL GENERATE VERY LITTLE IF ANY POLLUTANTS THAT COULD CAUSE HARM TOSTREAM OR RIPARIAN. THE PROPOSED AQUASWIRL WILL CAPTURE FLOTABLE DEBRIS AS WELL AS SEDIMENT PROVIDING MORE THAN 80%TOTAL SUSPENDED SOLIDS REMOVAL. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES: a. THE PROJECT INCLUDES THE CONSTRUCTION OF A NEW THREE-STORY BANK AND MULTI-TENANT COMMERCIAL BUILDING AS WELL ASASSOCIATED PARKING, DRIVE AISLES, LOADING AREAS AND UTILITY SERVICE INFRASTRUCTURE. STORMWATER RUNOFF FROM THEDEVELOPED SITE WILL FOLLOW EXISTING DRAINAGE PATTERNS TO THE GREATEST EXTENT POSSIBLE. ALL PROPOSED ONSITE IMPERVIOUSSURFACES WILL DIRECT RUNOFF TO A DOWNSTREAM STORMWATER PIPE NETWORK, STORMWATER QUALITY MEASURES AND ULTIMATELY THE EXISTING STOMRWATER DETENTION POND TO THE WEST. THE PROPOSED DEVELOPMENT WILL LIMIT THE DISCHARGE TO THE EXISTINGDOWNSTREAM PIPE NETWORK IN ACCORDANCE WITH THE APPROVED MASTER PLAN FOR THE SITE. SOME AREAS WILL BE SUBJECT TO DIRECTSHEET DRAIN RUNOFF BUT THOSE WILL BE LIMITED TO AREAS LESS THAN OR EQUAL TO THOSE CONTRIBUTING UNDER EXISTING CONDITIONSAND AREAS OF PERVIOUS SURFACE COVERAGE. AS REQUIRED BY SECTION 302.06(7) OF THE MANUAL, A SUMMARY OF PROPOSEDRUNOFF/DISCHARGE IS PROVIDED HEREIN. b. OWNER OF BMP: TBD C/O TBDADDRESS CITY, STATE ZIP CODE c. BMP OWNER ASSUMES ALL OPERATIONAL AND MAINTENANCE COSTS FOR BMP. d. BMP OWNER SHALL GRANT ACCESS TO THE CITY OF CARMEL TO MAINTAIN THE BMP AS NEEDED. 6. PLEASE SEE THE O&M MANUAL FOR SPECIFICATIONS , DETAILS, AND INSPECTION REPORT REQUIREMENTS RELATED TO THIS PROJECT.10/11/2023 1.REV PER CARMEL TAC 2/3/2023 3/30/2023 AF AF PRINTED BY: Ashton FritzDATE: 3/30/2023 10:45 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C501.DWG, LAYOUT: C506 EROSION CONTROL DETAILSAF AF KG C506 EROSION CONTROL DETAILS PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. EROSION CONTROL BLANKETEROSION CONTROL BLANKETS SEASONAL SOIL SEEDING PROTECTION CHART G B **F EC A */////I/////* *////I////* */////I/////* D */I/ B STABLIZED CONSTRUCTION ENTRANCECONCRETE WASHOUT AREA A SILT FENCE SECTION SAW CUT LIMITS(IF APPLICABLE) CONSTRUCTION SITE LIMITS OFCONSTRUCTION /DISTURBED AREAFLOW FL O W F LOW FLOWCONSTRUCTION LIMITS 16 INCH MIN. 48 INCH MAX. SILT SOCK 24 INCH MIN.SILT SOCK SILT SOCK SILT SOCK24 INCH MIN. 8 IN. - 24 IN. 8 IN. - 24 IN. OVERLAP DIRECTION BASED ONFLOW DIRECTION (TYP.) NOTE:DISTANCE MAY EXCEED 48 INCHES UNDER SPECIALCIRCUMSTANCES (EX. SPACE RESTRICTIONS, SLOPE, GRADE, ETC.)SPACING EXCEPTION MUST BE APPROVED BY FIELD INSPECTOR ORENGINEER PRIOR TO INSTALLATION. PLAN VIEW SILT SOCK LOW FLOW & FLAT OR SHALLOW SLOPE INSTALLATION HIGH FLOW OR SLOPE > 4:1 INSTALLATION FLOW FLOW DISTURBEDAREA LIMITS SILT SOCK - MAINTAIN INTIMATECONTACT FOR ENTIRE LENGTH (TYP.) SILT SOCK CAN BE SET SLIGHTLYENTRENCHED FOR STABILITY IFNECESSARY SILT SOCK MIN. 1 IN. x 2 IN. x 24 IN. STAKE OR58 IN. x 24 IN. REBAR EMBEDDEDA MINIMUM OF 8 INCES INTOGROUND / PAVEMENT 6 FT. MAX. SPACING(UNLESS OTHERWISESPECIFIED BY MANUFACTURER) NOTES:1. THE MANUFACTURER'SGUIDELINES SHALL BE USED INCONJUNCTION WITH THIS DETAILWHEN INSTALLING & MAINTAININGTHESE MEASURES. IF CONFLICTSARISE BETWEEN THE TWO, THEMANUFACTURER'S GUIDELINESSHALL GOVERN.2. IF SILT SOCK INSTALLED UNDERLOW FLOW & FLAT OR SHALLOWSLOPE CONDITIONS & DURINGINSPECTION IT IS DETERMINEDTHE SILT SOCK IS UNSTABLE AND/ OR MOVING, STAKES OR REBARSHALL BE INSTALLED OR THESILT SOCK CAN BE SLIGHTLYENTRENCHED TO SECURE SILTSOCK MEASURES.3. SILT SOCK SHALL BE INSTALLEDAS CLOSE TO THECONSTRUCTION LIMITS /DISTURBED AREA AS POSSIBLE. SILT SOCK PERIMETER PROTECTION DETAIL SECTION NTS PLAN NTS NOTES:1. ALL MATERIAL TO MEETSPECIFICATIONS.2. FILTER MEDIA TO MEETAPPLICATION REQUIREMENTS.3. FILTER MEDIA TO BE DISPERSEDON SITE, AS DETERMINED BY ENGINEER. SiltSoxxTM for Sediment Control on Pavement (Detail provided by SiltSoxx Website) SiltSoxxTM (8" , 12", or 18" TYPICAL) AREA TO BE PROTECTEDWORK AREA(DISTURBED AREA) WORK AREA AREA TO BE PROTECTED SiltSoxxTM (8", 12", 18" TYPICAL) WATER FLOW Pavement orImpervious Surface Concrete blocks or sand bags sized asneeded (10' O.C.) Concrete blocks or sand bags sized asneeded (10' O.C.) DISTURBEDAREA LIMITSFLOW F LOW **Approved Silt Sock Product The SiltSoxx application / installation detail (above) to be used in conjunction with the installation practices as shown on the adjacent detail to the left. 10/11/2023 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. CURB JOINT DETAIL ADA PARKING STALLS NOTE: MAX. 2% SLOPE ANY DIRECTION 4" BLUESTRIPING SEE ADAPARKING SYMBOL DETAIL VAN ACCESSIBLE SPACE. SEE SITEPLANS FORLOCATIONS NOTES: PARKINGRESERVED VANACCESSIBLE 12"X18" 18 GAUGE HOT DIP GALVANIZEDNON-REFLECTIVE "VAN ACCESSIBLE" SIGN ONLY NEEDED FOR VANACCESSIBLE SPACES WITH 8' AISLE PROVIDED. ALUMINUM METAL (SIGN) GREEN -ILLUMINATING(LETTERS) TYP. WHITE -ILLUMINATINGTAP (BACKGROUND) BLUE -ILLUMINATING (SYMBOL BLOCK) GREEN -ILLUMINATING (BORDER) TYP. GREEN -ILLUMINATING(LETTERS) TYP. 1" RAD. ALL CORNERS ADA PARKING SIGN PARKINGRESERVED METAL SIGN: BOLT TOCHANNEL PIPE GRADE 12" 36" CONCRETE ENCASEMENT 12" DIA "ADA" PARKING SYMBOL DETAIL ASPHALT/CONCRETEPAVEMENT JOINT DETAIL CONCRETEPAVEMENT (SEE PLAN) 8" MIN.ASPHALTPAVEMENT 11 ASPHALTPAVEMENT(SEE PLAN) PROPOSED SUBGRADE PER PAVEMENTSECTION CONCRETE CURB TAPER DETAIL END OF TAPER 14" ABOVEFINISHED GRADE AT END/PAVEMENT FULL HEIGHTCURB PER PLAN 14 PROPOSED SUBGRADEPER PAVEMENTSECTION CURB BELOW GRADE TYPICAL PAVEMENT SECTION DETAILS CONCRETE PAVEMENT - TYPE 1 12" O.C. LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT 1-1/2" R PAVEMENT GRADE SLOPE:1:50 (MAX.) SCORE 1/4" R CONCRETE CURB AND WALK COMPACTEDSUBGRADE BUILDINGOR 6' WIDE UNLESS NOTED OTHERWISE DOWEL SCHEDULE TYPE "A" TYPE "A" ALTERNATE TYPE "B"TYPE "E" TYPE "D" TYPE "C"D5'D+2"1"DD/2D/4 1/4"DD/21"1/4 D1 1/4"DD/2D/4DDD/21/4 DD/21/4 DJOINT DETAILS C801 GENERAL DETAILS 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG BICYCLE PARKING LAYOUTDETAILS NOTES: 1. TWO (2) BICYCLE PARKING RACKS REQUIRED.2. RACKS SHALL BE BLACK THERMOPLASTIC POWDER COATED AND FIXED IN PLACE WITH EITHER ANCHORBOLTS OR CAST INTO CONCRETE PER MANUFACTURERS RECOMMENDATION AND REQUIREMENTS.3. CONCRETE PAD SHALL BE MINIMUM OF 72" X 84" AND MATCH THE SIDEWALK SECTION AND SPECIFICATIONS. PAVEMENT MARKINGS96"70.8"TYPICAL PIPE BOLLARD /GUARD POST DETAIL TRASH PAD (TYP) CONCRETE PAVEMENT - TYPE 2 PRINTED BY: Ashton FritzDATE: 3/30/2023 10:46 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C801.DWG, LAYOUT: C80110/11/2023 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C802 CARMEL CURB & PAVING DETAILS 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG PRINTED BY: Ashton FritzDATE: 3/30/2023 10:46 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C801.DWG, LAYOUT: C80210/11/2023 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C803 INDOT ADA RAMP DETAILS 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG PRINTED BY: Ashton FritzDATE: 3/30/2023 10:46 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C801.DWG, LAYOUT: C80310/11/2023 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C804 TRICO SANITARY DETAILS 1.REV PER CARMEL TAC 2/3/2023 3/30/2023 AF AF AF AF KG 2.REV PER CARMEL REVIEW PRINTED BY: Ashton FritzDATE: 3/30/2023 10:46 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C801.DWG, LAYOUT: C80410/11/2023 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. C805 WATER & STORM DETAILS 1.REV PER CARMEL TAC 2/3/2023 3/30/2023 AF AF AF AF KG 2.REV PER CARMEL REVIEW ADJUSTING RING DETAIL STORM BOX STRUCTURE STANDARD STORM MANHOLE RCP BEDDING SECTION < 5' FROMEDGE OF PAVEMENT PRINTED BY: Ashton FritzDATE: 3/30/2023 10:46 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C801.DWG, LAYOUT: C80510/11/2023 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. 1. The work required under this section includes all onsite exterior concrete and bituminous paving andrelated items necessary to complete the work indicated on drawings and described in the specifications,including but not limited to: ·All drives, parking areas within contract limits ·Curbs and gutters ·Sidewalks, concrete slabs, exterior steps 2. See Carmel Right of Way Paving Policy for pavement within the Right of Way. B.MATERIALS 1. Concrete: Concrete shall be ready-mixed and shall be a mix of proportioned fine and coarseaggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yardof concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, includingmoisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and aminimum of 2 inches. The slump of machine placed concrete shall be no less than 1-1/4 inches or morethan 3 inches. Standard test ASTM C-143 shall be used to measure slump. Minimum compressivestrength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C-260. Re-tempering of delivered concrete shall not be permitted. Concrete shall be composed of: a. Portland cement: conforming to ASTM C-150, Type IA or type IIIA. b. Aggregates: conforming to ASTM C-33.c. Water: Shall be clear and free from injurious amounts of oils, acids, alkalics organic materials orother deleterious substances. 2. Pre-molded Joint Filler: Shall be non-extruding type meeting ASTM D-544, except that pre-molded jointfiller used in concrete walk construction may be either non-extruding or resilient. 3. Bituminous Pavement Materials: All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation Standard Specifications, latest revisions. 4. Compacted Aggregate Sub-base: ·If a certain type of aggregate is specified and labeled per the plans and/or details, than that aggregate shall meet and be in accordance with the INDOT Standard Specifications. ·If the aggregate is not specified or labeled than it shall be crushed stone or gravel meeting thefollowing requirements. Crushed gravel shall be a minimum of 35% crushed material. Fines shallbe limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated,thinly laminated soft or disintegrated pieces, and shall be free from fragments coated with dirt.Compacted aggregate shall have a gradation as presented below. SIEVE SIZE % PASSING1-1/2" 1001"80-1003/4" 70-901/2" 55-80#4 35-60 #8 25-50 #30 2-30 #200 5-10 C.APPLICATION 1. Grading: Do any necessary grading in addition to that performed in accordance with EARTHWORKSection, to bring sub-grades, after final compaction, to the required grades and sections for siteimprovement. 2. Preparation of Sub-grade: Remove spongy and otherwise unsuitable material and replace with stablematerial. No traffic shall be allowed on prepared sub-grade prior to paving. 3. Compaction of Sub-grade: Refer to Section 207 of the INDOT Standard Specification Manual. 4. Utility Structures: Check for correct elevation of all manhole covers, inlets, valve boxes and similarstructures located within areas to be paved and mark, or have made any necessary adjustments tosuch structures. 5. Placing Concrete: a. Sub-grade: Place concrete only on a moist, compacted sub-grade of base free from loose material.No concrete shall be placed on a muddy or frozen subgrade.b. Forms: All forms shall be free from warp, tight enough to prevent leakage and substantial enough tomaintain their shape and position without springing or settling when concrete is placed. Forms shallbe clean and smooth immediately before concreting.c. Placing Concrete: Concrete shall be deposited so as to require as little handling as practicable.When concrete is to be placed at an atmospheric temperature of 35 degrees (F) or less, the IndianaDepartment of Transportation Standard Specifications, latest revision shall be followed. 6. Concrete Curb and Gutter: a. Per Carmel Curbing Policy. 7. Concrete Walks and Exterior Steps: a. Slopes: Provide 1/4 inch per foot cross slope. Contractor shall make field adjustments in slopes atwalk intersections as necessary to provide proper drainage.b. Dimensions: Walks and steps shall be one course construction and of widths and thickness shownon the drawings.c. Finish: Spread concrete and trowel with a steel trowel to a hard dense surface after surface waterhas disappeared. Apply medium broom finish and scribe control joints at 6 foot spacing. Provide 1/2inch expansion joints where sidewalks intersect and at a maximum spacing of 48 feet along walks. 8. Curing Concrete: Except as otherwise specified, cure all concrete by one of the methods described in the Indiana Department of Transportation Standard Specifications, latest revision. 9. Bituminous Pavement: Hot asphalt concrete pavement shall be as specified in the Indiana Departmentof Transportation Standard Specifications, latest revisions. Paving will not be permitted duringunfavorable weather or when the temperature is 40 degrees (F) or below and falling. 10. Compacted Aggregate Sub-base: The thickness shown on the drawings is the minimum thickness of the fully compacted sub-base: Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 95% compaction using Standard Testing Procedures. Alongcurbs, headers and walls and at all places not accessible to the roller, the aggregate material shall betamped with mechanical tampers. 1.ALL WORK SHALL BE IN ACCORDANCE WITH ALL CITY OF CARMEL CONSTRUCTIONSTANDARDS AND SPECIFICATIONS (STANDARDS) UNLESS SPECIFICALLY NOTEDOTHERWISE. 2.INDIANA STATE DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS,LATEST EDITION, TO BE USED WITH THESE PLANS. (SUPPLEMENTAL SPECIFICATIONS) 3.IN THE EVENT THESE PLANS OR SUPPLEMENTAL SPECIFICATIONS ARE IN CONFLICT WITHSAID STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL BE USED. STORM SEWER SYSTEMS Storm construction procedures, materials, testing, details and specifications shall be inaccordance with CITY OF CARMEL STORMWATER Standards. Please refer to these standards, specifications, and details for all storm sewer system construction. SANITARY SEWER SYSTEMS Sanitary construction procedures, materials, testing, details and specifications shall be inaccordance with TRICO REGIONAL SEWER DISTRICT SANITARY STANDARDS & SPECIFICATIONS. Please refer to these standards, specifications, and details for all sanitary sewer system construction. Water construction procedures, materials, testing, details and specifications shall be inaccordance with CARMEL UTILITIES WATER TECHNICAL & CONSTRUCTIONSTANDARDS AND SPECIFICATIONS. Please refer to these standards, specifications, anddetails for all water system construction. Fire Suppression systems construction procedures, materials, testing, details and specifications shall be in accordance with CARMEL UTILITIES AND CARMEL FIRE DEPARTMENT TECHNICAL & CONSTRUCTION STANDARDS. Please refer to these standards, specifications, and details for all fire suppression system construction. C901 GENERAL SPECIFICATIONS 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG EARTHWORK A.SCOPE OF WORK 1. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the Owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. a. In general, the items of work to be performed under this section shall include clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill, compaction and rough grading of entire site as indicated on the drawings. b. Excavated material that is suitable may be used for fill. All unsuitable material and all surplus excavated material not required shall be removed from the site by the Contractor. The location of dump and length of haul shall be the Contractor's responsibility.c. Provide and place any additional fill material from off the site as may be necessary to produce the gradesrequired. Fill obtained from offsite shall be of kind and quality as specified herein, and as approved by theEngineer & Owner. 2. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior tostarting excavation. 3. Work not included: The following items of related work are specified and included in other sections of thesespecifications. a. Excavation, grading and backfilling for utility lines.b. Storm drainage systems.c. Sanitary sewer systems.d. Water supply systems.e. Drives and paving. B.BENCHMARKS 1. Maintain carefully all bench marks, monuments and other reference points. If disturbed or destroyed, replace asdirected by the Engineer. C.REMOVAL OF TREES 1. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside theseareas shall only be done as noted on drawings or approved by the Owner. 2. All brush, stumps, wood and other refuse from the trees shall be removed from the site or burned with proper permits(where applicable). D.PROTECTION OF TREES 1. General Protection: the Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering brancheswithout injury to trunks and cover scars with tree paint. E.STRIPPING OF TOPSOIL 1. Remove topsoil to a depth of 6 inches (or as indicated by Owner's Geotechnical Engineer) from the areas to beoccupied by roads, walks, buildings, and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Top soil shall be reasonably free from subsoil, debris and stones larger than 2 inches. F.DISPOSITION OF UTILITIES 1. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. 2. It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase ofthe work. It shall be the contractor's responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineers of any changes, errors or omissions found on these plans, and/or in the field before work is started or resumes. 3. Where active utilities are encountered but not shown on the drawings, the Contractor shall notify the Utility Company, Owner and Engineer prior to proceeding with any work. An appropriate course of action shall be agreed upon by theUtility Company, Owner and Engineer prior to work commencing. 4. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Engineer and/or Utility Company. G.SITE GRADING 1. Grades: Perform all cutting, filling, compacting of fills and rough grading required to bring entire project area tosubgrade as shown on the drawings. Undercut open areas 4" for topsoil. 2. Rough grading: the tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom of banks and other breaks in grade. All open areas shall be graded a minimum of 0.5% and a maximum of 3H:1V slope. 3. Sub-grade shall be proof rolled with suitable equipment and all spongy and otherwise unsuitable material shall beremoved and replaced with suitable material. Contractor shall coordinate the proof roll procedure with the agencyhaving jurisdiction to ensure proper representation is in attendance for the test. 4. Sub-grade for building areas shall be compacted to a minimum compaction of 95% Modified Proctor Density or perthe Archetectual/Structural Construction Plans for the corresponding building area. The Archetectual/Structuralplans shall govern. 5. Sub-grade for streets and paved areas - See PAVEMENT specifications. 6. See PAVEMENT section for additional information. 7. All fill material shall be formed from soil free of deleterious material. Prior to placement of fill, a sample of theproposed material shall be submitted to the Owner's Geotechnical Engineer for approval. The fill material shall beplaced in layers not to exceed 8" in loose thickness and shall be spread and compacted at the proper moisturecontent. 8. All fill material in areas outside of building and pavement areas shall be compacted lightly with each lift and protectedfrom erosion. Areas of building construction shall have suitable fill material placed and compacted in accordancewith the Soils Engineer's report and per sub-section 4 described above in this Section. 9. The Contractor shall verify all earthwork quantities prior to the start of construction. The Contractor shall notify theOwner and Engineer in writing if excess or shortage of earth quantities is encountered and verify requirements forstockpiling, removal or importing earth. Owner and Engineer hereby reserve the right to allow minor adjustments in proposed grades to reduce an earth quantity disparity. H.SEEDING PREPARATION 1. Contractor shall resolve any surface or subsurface drainage problems and construct permanent erosion control structures. 2. Remove all rocks, roots or other materials that may interfere with seedbed preparation. 3. Perform the major filling, shaping and smoothing of gullied or severely eroded areas. 4. Have soil tested to check pH and fertility levels. Apply lime at rate specified in seeding specifications on the plans. 5. Work all lime and fertilizer into the soil to a depth of 2-3 inches with a small disk, harrow or rake operated across the slope as much as possible. 6. Firm the soil bed where possible. Do not over pack the soil to ensure compacting does not restrict water and rootpenetration into the soil. Whenever groundwater is encountered, the CONTRACTOR shall make every practical effort tosecure a dry trench bottom before laying pipe. The CONTRACTOR shall provide, install andoperate sufficient trenches, sumps, pumps, hose, piping, well points, etc. to depress and maintainthe groundwater level below the base of the excavation. If the CONTRACTOR is unable to remove the standing water in the trench, the CONTRACTOR shall over-excavate the proposed bottom grade of the sewer bedding, and place not less than three (3) inches of No. 8 crushed stone in theover-excavated area. The CONTRACTOR shall keep the site free of surface water at all times and shall install drainage ditches, dikes, pumps, and perform other work necessary to divert or remove rainfall and other accumulation of surface water from excavations. The diversion and removal of surface and/or groundwater shall be performed in a manner which will prevent the accumulation of water withinthe construction area. UNDER NO CIRCUMSTANCES SHALL SURFACE WATER AND/ORGROUNDWATER BE DISCHARGED TO, DISPOSED OF OR ALLOWED TO FLOW INTO ANACTIVE SANITARY SEWER SYSTEM.PRINTED BY: Ashton FritzDATE: 3/30/2023 10:46 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C801.DWG, LAYOUT: C90110/11/2023 PROJECT NO. CHECK: DRAWN: PLAN DATE: DESIGN: STATE OF No.PE10707583 OO14020 Mississinewa DriveCarmel, Indiana 46033 P: 317.324.8695 F: 317.324.8717www.Fritz-Eng.com Fritz EngineeringServices, LLC REVISIONS AND ISSUES BYDATE CLIENT: PROJECT: PROJECT LOCATION: GENERAL NOTES / LEGEND: SECTION, TOWNSHIP, RANGE: SECURITY FEDERAL BANK CARMEL HOKANSON COMPANIES 10201 N. ILLINOIS ST. STE 400CARMEL, IN 46290 12/21/2022 2211004 10880 N. MICHIGAN RD. CARMEL, INDIANA 46077 HAMILTON COUNTY NW 14, S6, T17N, R3E SHEET NAME SHEET NO.PRELIMI NA RY NOT FOR CONSTR U CTI O N ©2023 FRITZ ENGINEERING SERVICES, LLC"IT'S THELAW" R Know what's below.Call before you dig. 2 WORKING DAYS BEFORE YOU DIG. 1.ALL WORK SHALL BE IN ACCORDANCE WITH ALL CITY OF CARMEL CONSTRUCTIONSTANDARDS AND SPECIFICATIONS (STANDARDS) UNLESS SPECIFICALLY NOTEDOTHERWISE. 2.INDIANA STATE DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS,LATEST EDITION, TO BE USED WITH THESE PLANS. (SUPPLEMENTAL SPECIFICATIONS) 3.IN THE EVENT THESE PLANS OR SUPPLEMENTAL SPECIFICATIONS ARE IN CONFLICT WITHSAID STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL BE USED.C902 CARMEL CURB & PAVING POLICY 1.REV PER CARMEL TAC 2/3/2023 2.REV PER CARMEL REVIEW 3/30/2023 AF AF AF AF KG CITY OF CARMEL CONCRETE CURBING POLICY 1)General A) The work subject to the requirements of this policy shall include the production, hauling/delivery, excavation for, placing, installation,jointing, curing, finishing, and other work necessary to prepare foundations and soil subgrades, install aggregate bases and installconcrete curbing within property within the corporate limits of the City of Carmel and existing or proposed right-of-way. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed or specified herein, orvariances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higher standards, noras discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances intechnology and are approved by other agencies with concurrent jurisdiction. G)All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H)For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: a) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorizedagent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre-construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and toreview the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved construction drawings by the City of Carmel Department of Engineering. L) At the sole discretion of the Engineer, the portions of this policy related to inspections and testing of work subject to the requirements ofthis policy outside of the right-of-way shall be determined at the pre-construction meeting. M)Dimensional and other standards for concrete curb shall be in accordance with the City of Carmel Standard Details. N)Under no circumstances shall material other than Portland Cement Concrete meeting the standards established by this policy be utilizedto construct concrete curbs within the corporate limits of the City of Carmel. O)Under no circumstances shall extruded type curb be installed within the corporate limits of the City of Carmel. 2) Foundation A)General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the StandardSpecifications. ii) The foundation shall be prepared in accordance with Section 605.03(a) of the Standard Specifications and the requirements of thispolicy. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping andsubsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1)After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of theStandard Specifications. (2)Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1)Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2)All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior toembankment operations. (3)Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall berefilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankmentoperations. (4)Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5)Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6)Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only afterthe installation of all utilities and subsurface drains indicated on the approved construction documents to be located under thepavement are completed. Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfillingspecifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv)Subgrades shall be inspected and approved by the Engineer before any aggregate base or concrete curbs are constructed. A proofrollshall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to thesatisfaction of the Engineer before the placement of any Aggregate Base or concrete curbing. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendardays prior to placing Aggregate Base or concrete curbing or is subject to a measurable rain event prior to placing Aggregate Base orconcrete curbing, shall be subject to additional proof rolls prior to placement of the Aggregate Base or concrete curbing. 3) Aggregate Bases A)General i) This work shall consist of placing a compacted Aggregate Base on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The Aggregate Base material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the StandardSpecifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on approved soil subgrades and to thicknesses equal or greater than those indicated on theapproved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv)of this policy. C)Preparation i) The prepared soil subgrade shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected tothe satisfaction of the Engineer before any Aggregate Base is placed. D)Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of timegreater than 14 calendar days or experience a measurable rain event prior to the placement of concrete curb shall be subject toinspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Concrete Curb A)General i) This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of theapproved construction documents. iii) Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the StandardSpecifications. High early strength admixtures may be utilized but shall not be considered in waiving any requirements of this policy. Freeze protection admixtures shall not be utilized under any circumstances. iv)Equipment utilized for concrete curbing installation work, including but not limited to production, hauling/delivery, placing, installation, jointing, curing, finishing and miscellaneous/ancillary activity shall be in accordance with Section 508 of the Standard Specifications. v) Concrete production, mixing and hauling/delivery shall be in accordance with Section 502.10 of the Standard Specifications. vi)Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. B) Preparation i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the StandardSpecifications just prior to placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before placement of any concrete curbing. ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be repaired prior to placing concrete curbing. C) Weather and Seasonal Limitations i) Concrete curbing shall only be placed in accordance with Section 502.11 of the Standard Specifications with the exception thatplacement operations shall not begin until the ambient temperature is 50ºF and rising. Placement operations shall be discontinued when the ambient temperature is descending and is 50ºF or below. At the discretion of the Engineer, concrete may be placed at ambient temperatures less than noted above provided that placement, jointing, finishing and curing operations conform to Sections502.11 and 702.11 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. iii) Under no circumstances shall concrete curb be placed between December 15 and March 30. iv)If a soil subgrade or Aggregate Base over which concrete curb is to placed, is placed and approved by the City prior to November 30,placement of the concrete curb will be allowed up to December 15, provided that the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select theconstruction inspector. v) If the ambient and soil subgrade or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policybetween April 1 and April 15, concrete curb shall be allowed to be placed on an approved soil subgrade or Aggregate Base providedthat the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of theEngineer. The Engineer shall select the construction inspector. vi)The Engineer reserves the right to suspend all concrete curb placement operations if, in the opinion of the Engineer, that prevailingweather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard concrete curbplacement, curing and finishing. D)Placement i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and 605.04(c) and 605.04(d) of the Standard Specifications. ii) Curb machines may be utilized in accordance with Section 605.04(c) and 605.04(h) of the Standard Specifications provided that the equipment conforms to the requirements of Section 508 of the Standard Specifications. iii) Formwork shall comply with the requirements of Section 605.04(b) of the Standard Specifications. iv)Forms shall be removed in accordance with Section 502.16 and 605.04(b) of the Standard Specifications. E) Joints i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the Standard Specifications. ii) Joints shall be installed at intervals of 10-feet or less; 5-foot or less along radii. Joints in integral curb and sidewalks shall be located atthe same location as the joints in the adjoining sidewalk. Joints shall be sawed to a minimum depth of 1/3 the depth of each segmentof the curb (02/07/14). iii) Preformed expansion joints shall be placed at intervals of 50-feet or less, at all castings, the beginning and end of all curb returns, the end of each days work and where abutting existing construction. In addition to these requirements, expansion joints in integral curb andsidewalks shall be located at the same location as the expansion joints in the adjoining sidewalk. F) Finishing and Curing i) The concrete curb shall be finished and cured in accordance with Section 502.14, 502.15, 504 and 605.04(f) of the StandardSpecifications. ii) Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb. For formed concrete curb, curing compound shall be applied to all exposed surfaces including sides after any forms areremoved. iii) The concrete curb shall be allowed to cure for a minimum of 7-days prior to commencing backfilling operations adjacent to the concretecurbing (02/07/14). G)Backfilling i) The spaces adjacent to the concrete curb shall be backfilled in accordance with Section 605.04(g) of the Standard Specifications onlyafter the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 of this policy. ii) Backfilling operations shall be completed prior to opening the area to regular construction traffic. 5) Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the Standard Specifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved construction documents. B) The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to the standardsestablished by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48- hours in advance of such proofrolls. D) The Contractor and Engineer will conduct an inspection of the new concrete curbing for any damage, including freezing or randomcracks. The inspection and all necessary repairs shall be completed prior to backfilling operations. E) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion ofthe Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy and the approved constructiondocuments. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. F) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb shall be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations andresponsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the job site. H) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the finalacceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's expense. I) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer will have authority tocause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to be removed; and to deduct the costsfrom any monies due or to become due. J) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediate removal and replacement in accordance with the instructions provided by the Engineer. 6) Acceptance A)Before acceptance of the concrete curb, the Engineer shall determine if the improvements are in substantial compliance with this policy(except for any variances granted) and the approved construction documents. B) The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work is bonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. CITY OF CARMEL RIGHT OF WAY PAVING POLICY 1)General A) The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing,compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses ofbase, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliarylanes and asphalt multi-use paths. B)This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policymay result in non-acceptance of the work or other remedies outlined in this policy. C)Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of theIndiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations areallowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards,the higher standards shall apply. E)If any plan or other note or specification on the approved construction documents exceeds the minimum standards of thispolicy, the higher standards shall apply. F)Nothing contained herein shall be construed as prohibiting the design and construction of improvements meeting higherstandards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can besupported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shallmean: a) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, orauthorized agent(s) that may be retained to represent the City of Carmel. ii)The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employedby Hamilton County, or authorized agent(s) that may be retained to represent Hamilton County Highway, depending onthe location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule apre-construction meeting to review the Engineer's construction requirements, staff notification requirements, requiredinspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. K) Under no circumstances shall work subject to the standards established by this policy commence without obtainingapproved construction drawings by the City of Carmel Department of Engineering. 2)Foundation A) General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of theStandard Specifications. B)Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil strippingand subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious materialshall be completely removed within the limits of the slope stakes. ii)Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed fromwithin the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordancewith Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled withsuitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constructed in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limitsprior to embankment operations. (3) Any pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoilremoval shall be refilled with suitable material and compacted in accordance with Section 203 of the StandardSpecifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shallbe leveled and the upper 6-inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirementsshall be in accordance with Section 203 of the Standard Specifications. C)Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policyand only the installation of all utilities and subsurface drains indicated on the approved construction documents to belocated under the pavement are completed. Trench backfilling work of these installations shall be in accordance with theCity of Carmel Trench Backfilling specifications. ii)The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgrades shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavementsare constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications.Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphaltpaving operations commence. v)At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a periodof 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject toadditional proof rolls prior to placement of the Aggregate Base. D) Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 ofthe Standard Specifications. ii)Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired inaccordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resultingfrom the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the StandardSpecifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. TheContractor shall be responsible for payment of these liquidated damages. 3)Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03of the Standard Specifications. ii)Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the StandardSpecifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that minimizessegregation and moisture loss. v)Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated onthe approved construction documents. B)Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the StandardSpecifications. ii)Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordancewith Section 4C(iv) of this policy. C)Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specificationsjust prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptableareas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed. D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii)The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases thatlay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to theplacement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretionof the Engineer, additional proof rolls may be required. 4)Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot mix asphalt (HMA) mixtureson a prepared foundation in accordance with Section 105.03 of the Standard Specifications. ii)HMA base, intermediate, or surface mixtures shall be constructed on prepared foundations and to thicknesses equal orgreater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the StandardSpecifications. iv) Equipment for HMA operations, including but not limited to production, hauling/transportation, laydown,compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v)Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi) Widening operations shall comply with the following: (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and notwider than the outside limits of the widening section. (2) The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. (4) Widening mixtures shall comply with the pavement section indicated on the approved construction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B)Preparation i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the StandardSpecifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areasshall be corrected to the satisfaction of the Engineer before any paving operations commence. ii)All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v)Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of theStandard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. vii) Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of theStandard Specifications. C)Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placedis 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for lowtemperature compaction allowed by Section 402.16 of the Standard Specifications. ii)No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed anddetermined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowedup to December 15, provided that the ambient and foundation surface temperature complies with the requirements ofSection 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and whoshall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v)If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy betweenApril 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the pavingcontractor pay for the services of a full time construction inspector and who shall act as an authorized agent of theEngineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailingweather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMAplacement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment inaccordance with Section 409.03(c) of the Standard Specifications. ii)Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to preventcontinuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed andreplaced. E)Joints i) Joints shall conform to the requirements of Section 401.15 of the Standard Specifications. F)Compaction i) The HMA mixture shall be compacted with equipment in accordance with Section 409.03(d) of the StandardSpecifications immediately after the mixture has been spread and finished. ii)Rollers shall not cause undue displacement, cracking, or shoving. 5)Inspections A) All materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the StandardSpecifications for the purpose of ascertaining that the work is in substantial conformance with this policy and the approvedconstruction documents. B)The Contractor shall notify the Engineer a minimum of 48-hours in advance of commencing any work subject to thestandards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a minimum of 48- hours in advance of such proofrolls. D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at thediscretion of the Engineer for the purpose of ascertaining that the work is in substantial conformance with this policy andthe approved construction documents. Sampling and testing shall conform to the requirements of the sections of theStandard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavementsshall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed theminimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than onehalf inch (1/2”) in any course or total thickness from the pavement section indicated on the approved constructiondocuments. F)Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligationsand responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testingagencies, shall not require them to assume responsibilities for the approved construction documents, for anymisinterpretation of the approved construction documents by the contractors during construction, or for the means andmethods of construction, nor for safety on the job site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work,whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause foundto exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at theContractor's expense. H) If the Contractor fails to comply forthwith with any order made under the provisions of this subsection, the Engineer willhave authority to cause unacceptable work to be remedied or removed and replaced; to cause unauthorized work to beremoved; and to deduct the costs from any monies due or to become due. I) Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediateremoval and replacement in accordance with the instructions provided by the Engineer. 6)Acceptance A) Before acceptance of any phase of construction, the Engineer shall determine if the improvements are in substantialcompliance with this policy (except for any variances granted) and the approved construction documents B)The Engineer may, at his sole discretion, accept work that is not in conformance with this policy provided that the work isbonded for a period greater than three years. The Engineer shall establish the extended bonding requirement. C)PRINTED BY: Ashton FritzDATE: 3/30/2023 10:46 AMSHEET SIZE, SCALE: ANSI FULL BLEED D (34.00 X 22.00 INCHES), 1:1FILE NAME: F:\2022\2211004 - SECURITY FEDERAL BANK CARMEL\02 CIVIL\PLANS\C801.DWG, LAYOUT: C90210/11/2023