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Home My WebLink AboutPacket for BZA 03-27-23 Carmel High School Greyhound Activities Center and South Support Building BZA Information Packet PZ-2023-00006 SU to 13 V) March 17, 2023 Carmel High School Greyhound Activities Center and South Support Building BZA Information PacketPZ-2023-00006 SUA to 13 V) 2 | P a g e Table Of Contents Introduction Location Map Statement of Special Use & Variance Requests and Statement of Support Findings of Fact – Appendix ‘A’ Architectural and Site Plans (11”x17”) – Appendix ‘B’ Public Notice Affidavit Information – Appendix ‘C’ Carmel High School Greyhound Activities Center and South Support Building BZA Information PacketPZ-2023-00006 SUA to 13 V) 3 | P a g e Introduction Project Description: The project consists of two building additions; The Greyhound Activity Center north of the existing Football Stadium and the South Support Building Addition south of the Stadium, along with associated utility services and drainage modifications. The site is located at 2400 (Greyhound Activity Center) and 2450 E. Smoky Row (the CHS Stadium site). The 2400 address is a newly assigned address during TAC Review. It is zoned R2/Residence and Keystone Parkway Overlay. (Refer to the Location Map on Page 4) The Greyhound Activity Center Building is a 90,990 square foot building addition at the north end of the football stadium, and directly adjacent to the existing practice fields to the west. The area north of the building is adjacent to a protected stormwater quality berm and grasses that will remain in place, and the area to the east is adjacent to the elevated US 31 Right-of-Way and Greenbelt. The building will be used as an indoor practice facility for sports and band. The area to the east will consist of landscaping existing and new buffers. Existing parking to the south will be modified and two approach ramps and steps added for access to the building. The existing storm and sanitary sewer infrastructure will be modified to accommodate the new building footprint, and new fire protection, domestic, water gas and power and telecom services will be provided to the building. The South Support Building is a 9,374 square foot building addition at the south end of the football stadium. It is intended to be used for concessions and the visiting team’s locker room. Existing parking to the south will be modified to provide ADA parking and a drop-off area. The existing storm and sanitary sewer infrastructure will be modified to accommodate the new building footprint, and new fire protection, domestic, water gas and power and telecom services will be provided to the building. Modifications to the existing storm water detention basin are proposed to accommodate the new hard surface additions and to convert the detention basin to the new drainage ordinance requirements. The improvements include the raising of the top of bank by 9” and the addition of storm water quality measures. The subject Project (SUA, V) Carmel High School Activity Center and South Support Building was filed by Amber Sheller of TLF Inc., on behalf of Carmel Clay Schools. The applicant seeks the following special use amendment and development standards variance approvals: · Docket No. PZ-2023-00006 SUA UDO Section 2.09 & 9.09.E Education Special Use expansion requested. · Docket No. PZ-2023-00007 V UDO Section 2.08 Maximum 35% lot coverage allowed, 62% requested. · Docket No. PZ-2023-00008 V UDO Section 2.10 Maximum 35-ft building height for principal building and 18-ft height for accessory buildings allowed, 38’3” and 28’6” requested. · Docket No. PZ-2023-00009 V UDO Section 2.10 & 5.02.B Minimum 30-ft building setback from Keystone Pkwy allowed, 19’4” requested. · Docket No. PZ-2023-00010 V UDO Section 3.28 Minimum 30-ft wide greenbelt required along Keystone Pkwy, 19’4” requested. · WITHDRAWN - Docket No. PZ-2023-00011 V UDO Section 5.39.H Total number of signs requested. · Docket No. PZ-2023-00012 V UDO Section 5.39.H 200 sq. ft. Support Building wall sign allowed (based on Spandrel Panel Area), 296 sq. ft. requested. · Docket No. PZ-2023-00013 V UDO Section 5.39.E.6 Sign located above parapet on Support Building (not in spandrel panel area) requested. Carmel High School Greyhound Activities Center and South Support Building BZA Information PacketPZ-2023-00006 SUA to 13 V) 4 | P a g e Location Map Carmel High School Greyhound Activities Center and South Support Building BZA Information PacketPZ-2023-00006 SUA to 13 V) 5 | P a g e Statement of Special Use & Variance Requests and Statement of Support The applicant seeks the following special use amendment and development standards variance approvals: Docket No. PZ-2023-00006 SUA UDO Section 2.09 & 9.09.E Education Special Use expansion requested. · UDO Sections 2.09: School facilities require a special Use approval within this R2 District. The existing site is currently used for school/educational programs. This is an extension of that use. · UDO Sections 9.09: The Greyhound Activity Center along with the South Support Building together total 100,393 square feet which exceeds 10% of the square footage of the existing Stadium, Band Tower/Storage, and Tennis Building. Note that the parcel size per Carmel GIS is 49.40 acres. The Disturbed and Project Area is 14.67 acres. Docket No. PZ-2023-00007 V UDO Section 2.08 Maximum 35% lot coverage allowed, 62% requested. · In order to meet the parking and recreational field requirements needed by the School; the impervious surface Lot Coverage has been increased to the percentage as noted. Modifications to the existing storm water detention is being proposed to accommodate the associated hard surface to the current drainage ordinance requirements. Docket No. PZ-2023-00008 V UDO Section 2.10 Maximum 35-ft building height for principal building and 18-ft height for accessory buildings allowed, 38’3” and 28’6” requested. · UDO Section 2.10: Regarding the Greyhound Activity Center, the internal functions that are accommodated require clear interior ceiling heights resulting in an exterior building height at the highest point of 42’-8” feet which exceeds the allowable 35 feet. The midpoint of the sloped roof is 38’-3”. Docket No. PZ-2023-00009 V UDO Section 2.10 & 5.02.B Minimum 30-ft building setback from Keystone Pkwy allowed, 19’4” requested. · In order to meet the desired building size and geometry, access to the building, and parking near the front of the proposed building, while maintaining an adequate distance on the west side of the building to not disturb existing infrastructure and site features; the proposed building location and setbacks are proposed per the plans submitted. Docket No. PZ-2023-00010 V UDO Section 3.28 Minimum 30-ft wide greenbelt required along Keystone Pkwy, 19’4” requested. · In order to meet the desired building size and geometry, access to the building, and parking near the front of the proposed building, while maintaining an adequate distance on the west side of the building to not disturb existing infrastructure; the proposed building location and setbacks are proposed per plan. The landscaping within the Carmel High School Greyhound Activities Center and South Support Building BZA Information PacketPZ-2023-00006 SUA to 13 V) 6 | P a g e available (proposed) 19’-4” setback equals the plantings required for the 30’ setback requirements. WITHDRAWN - Docket No. PZ-2023-00011 V UDO Section 5.39.H Total number of signs requested. Docket No. PZ-2023-00012 V UDO Section 5.39.H 300 200 sq. ft. Support Building wall sign allowed (based on Spandrel Panel Area), 296 sq. ft. requested. · We believe we are compliant with this signage requirement. The UDO section 5.39.H subparagraph h.iv states “No Wall sign shall exceed 300 square feet” · We have a rectangular sign area of 8’ x 37’ = 296 square feet. The actual square footage of the sign is 165square feet. We are within the required size. For the Panel size we have used the average height of the curved parapet, similar as to how a sloped roof height is calculated as it’s average. We have also respected the 70% height and 85% width of the panel area for determining the sign proportions. Docket No. PZ-2023-00013 V UDO Section 5.39.E.6 Sign located above parapet on Support Building (not in spandrel panel area) requested. · The scale of the Stadium site supports the need for a significant element to call visitors to an entry point. Currently the only signage from the road are the parking lot indicators naming parking entrances 1 through 4. The South Support Building acts as an entry element to the Carmel High School Football Stadium. The sign logo plays a significant role to the aesthetic of the building, particularly since the building sits significantly back, 204feet, from Smoky Row and is intended to call visitors to this location as an entry point. The implied movement of the logo is purposefully located above the parapet where it follows the curvilinear movement of the parapet as if the Greyhound is jumping across the building and ‘breaks the box’ of the building, supporting the active, competitive nature of this sports facility. The proposed South Support Building and it’s Greyhound signage will provide an unmistakable front door to the Stadium as seen from Smoky Row. Carmel High School Greyhound Activities Center and South Support Building BZA Information PacketPZ-2023-00006 SUA to 13 V) Findings of Fact Appendix ‘A’ Page 7 of 11 Filename: document1 Rev. 01/03/2022 FINDINGS OF FACT - USE VARIANCE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: ____________________________________________________ Petitioner: ____________________________________________________ 1. The grant of this variance will not be contrary to the public interest, due to the existence of special condition(s) such that enforcement of the Unified Development Ordinance will result in unnecessary hardship because: _______________________________________________________________________________________ _______________________________________________________________________________________ 2. The grant of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _______________________________________________________________________________________ _______________________________________________________________________________________ 3. The use or value of the area adjacent to the subject property will not be substantially affected in any adverse manner because: _______________________________________________________________________________________ _______________________________________________________________________________________ 4. The need for the variance arises from a natural condition peculiar to the subject property because: _______________________________________________________________________________________ _______________________________________________________________________________________ 5. The granting of this variance does not substantially interfere with the Carmel Comprehensive Plan because: _______________________________________________________________________________________ _______________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Use Variance Docket No. _______________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______ day of ____________________________________, 20 __________. _____________________________________________ _________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ SECRETARY, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ Conditions of approval of the Board, if any, are listed on the Letter of Grant. Docket No. PZ-2023-00006 SUA Pete Rankovich The project is consistent with the use of other similar structures and athletic fields already on site. The project provides additional amenities and concessions with enhanced space, circulation and accessibility. The structures are consistent with architectural zoning requirements and aesthetic features. The structures are in support of existing athletic fields, and need to be adjacent to the fields. The architectural and engineering design follows zoning and drainage requirements. The project is consistent with the use of other similar structures and athletic fields already on site. The project is consistent with the use of other similar structures and athletic fields already on site. The structures are located at sufficient distances from adjacent properties meeting zoning setbacks. The project includes upgrades to sidewalk access to the site, as well as improved on site circulation. Page 7 of 11 Filename: document1 Rev. 01/03/2022 FINDINGS OF FACT - USE VARIANCE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: ____________________________________________________ Petitioner: ____________________________________________________ 1. The grant of this variance will not be contrary to the public interest, due to the existence of special condition(s) such that enforcement of the Unified Development Ordinance will result in unnecessary hardship because: _______________________________________________________________________________________ _______________________________________________________________________________________ 2. The grant of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _______________________________________________________________________________________ _______________________________________________________________________________________ 3. The use or value of the area adjacent to the subject property will not be substantially affected in any adverse manner because: _______________________________________________________________________________________ _______________________________________________________________________________________ 4. The need for the variance arises from a natural condition peculiar to the subject property because: _______________________________________________________________________________________ _______________________________________________________________________________________ 5. The granting of this variance does not substantially interfere with the Carmel Comprehensive Plan because: _______________________________________________________________________________________ _______________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Use Variance Docket No. _______________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______ day of ____________________________________, 20 __________. _____________________________________________ _________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ SECRETARY, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ Conditions of approval of the Board, if any, are listed on the Letter of Grant. Docket No. PZ-2023-00007 V Pete Rankovich The lot coverage for hard surface already exceeds the maximum coverage. The addition of the proposed building structures will not be noticed due to landscape provisions along the perimeter of the property. Modifications to the detention basin to accommodate the increase in hard surface is proposed. The site boundaries cannot be increased, with parking requirements dictating the current hard surface percentage. The increase in hard surface is negligible and located centrally with landscaping buffer zones. There will not be an increase in traffic, as the use of these structures are an enhancement. The structures are in support of existing athletic fields, and need to be adjacent to the fields. Modifications to the existing detention basin to accommodate the increase in hard surface and storm water runoff to a reduced outflow from existing conditions is proposed. The addition of hard surface related to modifications to access paths and drives to improve safety and acessibility are proposed. The increase in hard surface is negligible and located centrally with landscaping buffer zones. The structures are consistent with architectural zoning requirements and aesthetic features. Page 7 of 11 Filename: document1 Rev. 01/03/2022 FINDINGS OF FACT - USE VARIANCE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: ____________________________________________________ Petitioner: ____________________________________________________ 1. The grant of this variance will not be contrary to the public interest, due to the existence of special condition(s) such that enforcement of the Unified Development Ordinance will result in unnecessary hardship because: _______________________________________________________________________________________ _______________________________________________________________________________________ 2. The grant of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _______________________________________________________________________________________ _______________________________________________________________________________________ 3. The use or value of the area adjacent to the subject property will not be substantially affected in any adverse manner because: _______________________________________________________________________________________ _______________________________________________________________________________________ 4. The need for the variance arises from a natural condition peculiar to the subject property because: _______________________________________________________________________________________ _______________________________________________________________________________________ 5. The granting of this variance does not substantially interfere with the Carmel Comprehensive Plan because: _______________________________________________________________________________________ _______________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Use Variance Docket No. _______________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______ day of ____________________________________, 20 __________. _____________________________________________ _________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ SECRETARY, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ Conditions of approval of the Board, if any, are listed on the Letter of Grant. Pete Rankovich Docket No. PZ-2023-00008 V The buildings are located centrally and in proportion to the existing stadium bleachers. The locations of the buildings are centrally located with sufficient distances from public access paths. The buildings have been designed (architectural and engineering) appropriately for the proposed heights. The height of the Activity Center is dictated by the use as an indoor football facility. The building heights are consistent with the use of other similar structures associated with the adjacent stadium bleachers on site. The building heights are consistent with the other similar structures associated with the adjacent stadium bleachers on site and in proportion to the existing stadium bleachers. . The building heights are consistent with the other similar structures associated with the adjacent stadium bleachers on site and in proportion to the existing stadium bleachers. . The structures are consistent with architectural zoning requirements and aesthetic features. Page 7 of 11 Filename: document1 Rev. 01/03/2022 FINDINGS OF FACT - USE VARIANCE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: ____________________________________________________ Petitioner: ____________________________________________________ 1. The grant of this variance will not be contrary to the public interest, due to the existence of special condition(s) such that enforcement of the Unified Development Ordinance will result in unnecessary hardship because: _______________________________________________________________________________________ _______________________________________________________________________________________ 2. The grant of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _______________________________________________________________________________________ _______________________________________________________________________________________ 3. The use or value of the area adjacent to the subject property will not be substantially affected in any adverse manner because: _______________________________________________________________________________________ _______________________________________________________________________________________ 4. The need for the variance arises from a natural condition peculiar to the subject property because: _______________________________________________________________________________________ _______________________________________________________________________________________ 5. The granting of this variance does not substantially interfere with the Carmel Comprehensive Plan because: _______________________________________________________________________________________ _______________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Use Variance Docket No. _______________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______ day of ____________________________________, 20 __________. _____________________________________________ _________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ SECRETARY, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ Conditions of approval of the Board, if any, are listed on the Letter of Grant. The building location was necessitated to minimize the disturbance to existing on-site athletic fields and infrastructure. The setback to Keystone is to an elevated road/highway, thus not impacting visibility from the highway. Pete Rankovich Docket No. PZ-2023-00009 V The structures are consistent with architectural zoning requirements with respect to aesthetic features. The structures are consistent with architectural design requirements and aesthetic features. The setback to Keystone is to an elevated road/highway, thus not impacting visibility from the highway. Adjacent properties are not affected. The setback to Keystone is to an elevated road/highway, thus not impacting visibility from the highway. The building location was necessitated to minimize the disturbance to existing on-site athletic fields and infrastructure. Due to limited space on the site, the proposed setback is proposed. The setback to Keystone is to an elevated road/highway, thus not impacting visibility from the highway. Page 7 of 11 Filename: document1 Rev. 01/03/2022 FINDINGS OF FACT - USE VARIANCE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: ____________________________________________________ Petitioner: ____________________________________________________ 1. The grant of this variance will not be contrary to the public interest, due to the existence of special condition(s) such that enforcement of the Unified Development Ordinance will result in unnecessary hardship because: _______________________________________________________________________________________ _______________________________________________________________________________________ 2. The grant of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _______________________________________________________________________________________ _______________________________________________________________________________________ 3. The use or value of the area adjacent to the subject property will not be substantially affected in any adverse manner because: _______________________________________________________________________________________ _______________________________________________________________________________________ 4. The need for the variance arises from a natural condition peculiar to the subject property because: _______________________________________________________________________________________ _______________________________________________________________________________________ 5. The granting of this variance does not substantially interfere with the Carmel Comprehensive Plan because: _______________________________________________________________________________________ _______________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Use Variance Docket No. _______________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______ day of ____________________________________, 20 __________. _____________________________________________ _________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ SECRETARY, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ Conditions of approval of the Board, if any, are listed on the Letter of Grant. Docket No. PZ-2023-00010 V Pete Rankovich The building location was necessitated to minimize the disturbance to existing on-site athletic fields and infrastructure. There will be landscape screening implemented. The setback to Keystone is to an elevated road/highway, thus not impacting visibility from the highway. The setback to Keystone is to an elevated road/highway, thus not impacting visibility from the highway. The structures are consistent with architectural zoning requirements with respect to aesthetic features. The structures are consistent with architectural zoning requirements with respect to aesthetic features. Landscaping as buffer and foundation plantings will be implemented in addition to the existing perimeter landscape buffer. The building location was necessitated to minimize the disturbance to existing on-site athletic fields and infrastructure. There will be landscape screening implemented. The setback to Keystone is to an elevated road/highway, thus not impacting visibility from the highway. Landscaping as buffer and foundation plantings will be implemented in addition to the existing perimeter landscape buffer. Page 7 of 11 Filename: document1 Rev. 01/03/2022 FINDINGS OF FACT - USE VARIANCE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: ____________________________________________________ Petitioner: ____________________________________________________ 1. The grant of this variance will not be contrary to the public interest, due to the existence of special condition(s) such that enforcement of the Unified Development Ordinance will result in unnecessary hardship because: _______________________________________________________________________________________ _______________________________________________________________________________________ 2. The grant of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _______________________________________________________________________________________ _______________________________________________________________________________________ 3. The use or value of the area adjacent to the subject property will not be substantially affected in any adverse manner because: _______________________________________________________________________________________ _______________________________________________________________________________________ 4. The need for the variance arises from a natural condition peculiar to the subject property because: _______________________________________________________________________________________ _______________________________________________________________________________________ 5. The granting of this variance does not substantially interfere with the Carmel Comprehensive Plan because: _______________________________________________________________________________________ _______________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Use Variance Docket No. _______________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______ day of ____________________________________, 20 __________. _____________________________________________ _________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ SECRETARY, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ Conditions of approval of the Board, if any, are listed on the Letter of Grant. Docket No. PZ-2023-00012 V Pete Rankovich The area of the logo/sign is under the 300 square foot threshold. The proposed logo/sign is intended to be proportional in size to the existing bleachers and new building structures. The logo/sign is a familiar symbol associated and accepted by the high school. The design and installation will be sufficient to withstand code requirements. The logo/sign is a familiar symbol associated and accepted by the high school. The design of the logo/sign and the building will be consistent with the aesthetics of the community. The proposed logo/sign is intended to be proportional in size to the existing bleachers and new building structures. The proposed logo/sign is intended to be proportional in size to the existing bleachers and new building structures. The area of the logo/sign is under the 300 square foot threshold. Page 7 of 11 Filename: document1 Rev. 01/03/2022 FINDINGS OF FACT - USE VARIANCE CARMEL BOARD OF ZONING APPEALS (Petitioner to fill out 1-5 + first 2 blanks) Docket No.: ____________________________________________________ Petitioner: ____________________________________________________ 1. The grant of this variance will not be contrary to the public interest, due to the existence of special condition(s) such that enforcement of the Unified Development Ordinance will result in unnecessary hardship because: _______________________________________________________________________________________ _______________________________________________________________________________________ 2. The grant of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: _______________________________________________________________________________________ _______________________________________________________________________________________ 3. The use or value of the area adjacent to the subject property will not be substantially affected in any adverse manner because: _______________________________________________________________________________________ _______________________________________________________________________________________ 4. The need for the variance arises from a natural condition peculiar to the subject property because: _______________________________________________________________________________________ _______________________________________________________________________________________ 5. The granting of this variance does not substantially interfere with the Carmel Comprehensive Plan because: _______________________________________________________________________________________ _______________________________________________________________________________________ DECISION IT IS THEREFORE the decision of the Carmel Board of Zoning Appeals that Use Variance Docket No. _______________________ is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this _______ day of ____________________________________, 20 __________. _____________________________________________ _________________________________________ CHAIRPERSON, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ SECRETARY, Carmel Board of Zoning Appeals _____________________________________________ _________________________________________ Conditions of approval of the Board, if any, are listed on the Letter of Grant. PZ-2023-00013 V Pete Rankovich The proposed logo/sign is intended to be proportional in size to the existing bleachers and new building structures. The logo/sign is a familiar symbol associated and accepted by the high school. The design and installation will be sufficient to withstand code requirements. The logo/sign is a familiar symbol associated and accepted by the high school. The design and installation will be sufficient to withstand code requirements. The proposed logo/sign is intended to be proportional in size to the existing bleachers and new building structures. The proposed logo/sign is intended to be proportional in size to the existing bleachers and new building structures. Carmel High School Greyhound Activities Center and South Support Building BZA Information PacketPZ-2023-00006 SUA to 13 V) Architectural and Site Plans (11”x17”) Appendix ‘B’ E. MAIN STREETKEYSTONE PARKWAY RANGELINE ROAD E. 136th STREETPROJECT SITEPROJECT SITEFANNING HOWEYASSOCIATES INC.OWNERARCHITECTTHE SKILLMAN CORPORATIONCONSTRUCTION MANAGERTLF ENGINEERSSITE/CIVIL ENGINEERCARMEL CLAYSCHOOLSCOVER SHEETREGULATORY REVIEWCONSTRUCTION DOCUMENTSCARMEL HIGH SCHOOLGREYHOUND ACTIVITY CENTER &SOUTH SUPPORT BUILDING2450 E. SMOKY ROW ROADCARMEL, INDIANA 46032LAKEPORTERLAPORTEST. JOSEPHELKHARTLAGRANGESTEUBENDEKALBNOBLEKOSCIUSKOMARSHALLSTARKEJASPERNEWTONPULASKIFULTONWHITLEYALLENADAMSWELLSHUNTINGTONWABASHMIAMICASSWHITEBENTONCARROLTIPPECANOEWARRENHOWARDGRANTBLACKFORDJAYRANDOLPHDELAWAREMADISONTIPTONCLINTONBOONEHAMILTONHANCOCKHENRYWAYNEUNIONFAYETTERUSHMONTGOMERYFOUNTAINPARKEVERMILLIONVIGOCLAYPUTNAMMORGANHENDRICKSMARIONJOHNSONSHELBYFRANKLINDECATURBARTHOLOMEWBROWNMONROEOWENGREENESULLIVANDEARBORNRIPLEYJENNINGSLAWRENCEMARTINORANGEWASHINGTONSCOTTJEFFERSONSWITZERLANDOHIOCLARKFLOYDHARRISONCRAWFORDPERRYDUBOISDAVIESSKNOXPIKEGIBSONSPENCERWARRICKPOSEYJACKSONVANDER-BURGHSTATE OF INDIANASITE LOCATIONVICINITY MAPLOCATION MAPCIVIL SHEET INDEXCSCOVER SHEETGD0.1GENERAL NOTES AND LEGENDGD0.2MASTER PARKING PLANSV-1TOPOGRAPHIC SURVEYGD1.0OVERALL SITE DEMOLITION PLANGD1.1SITE DEMOLITION PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)GD1.3SITE DEMOLITION PLAN - NORTH (GAC PHASE)GD1.4SITE DEMOLITION PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)GD1.5SITE DEMOLITION PLAN - NORTHEAST (GAC PHASE)GD1.6SITE DEMOLITION PLAN - WEST (SOUTH SUPPORT BUILDING PHASE)G1.0OVERALL SITE PLANG1.1SITE PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)G1.3SITE PLAN - NORTH (GAC PHASE)G1.4SITE PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)G1.5SITE PLAN - NORTHEAST (GAC PHASE)G1.6SITE PLAN - WEST (SOUTH SUPPORT BUILDING PHASE)G2.0OVERALL GRADING PLANG2.1GRADING PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)G2.3GRADING PLAN - NORTH (GAC PHASE)G2.4GRADING PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)G2.5GRADING PLAN - NORTHEAST (GAC PHASE)G3.0OVERALL EROSION CONTROL PLANG3.1EROSION CONTROL PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)G3.3EROSION CONTROL PLAN - NORTH (GAC PHASE)G3.4EROSION CONTROL PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)G3.5EROSION CONTROL PLAN - NORTHEAST (GAC PHASE)G3.6STORMWATER POLLUTION PREVENTION PLANG3.7EROSION CONTROL DETAILS (GAC PHASE)G3.71EROSION CONTROL DETAILS (SOUTH SUPPORT BUILDING PHASE)G3.8EROSION CONTROL PLAN - WEST (SOUTH SUPPORT BUILDING PHASE)REV.NO.DESCRIPTIONDATE3901 W 86TH ST., SUITE 200INDIANAPOLIS, IN 46268CONTACT: PETE RANKOVICH, P.E.PHONE: (317) 334-1500EMAIL: prankovich@tlf-engineers.com3834 S. EMERSON AVE., BLDG AINDIANAPOLIS, IN 46203CONTACT: TYLER BARKERPHONE: (317) 474-2288EMAIL: tbarker@skillman.com5185 E. MAIN ST.CARMEL, INDIANA 46033CONTACT: TODD FENOGLIOPHONE: (317) 844-8207EMAIL: tfenogli@ccs.k12.in.us350 EAST NEW YORK STREET, SUITE 300INDIANAPOLIS, INDIANA 46204CONTACT: WILLIAM E. PAYNE, AIA, LEED APPHONE: (317) 848-0966, 10307EMAIL: wpayne@fhai.comPROJECT NUMBER: 220136.00 & 222063.00PROJECT ISSUE DATE: 01.18.2023DRAWN BY: ARSPROJECT INFORMATIONG4.1SITE DETAILS (GAC PHASE)G4.2SITE DETAILS (GAC PHASE)G4.3SITE DETAILS (GAC PHASE)G4.4SITE DETAILS (GAC PHASE)G4.11SITE DETAILS (SOUTH SUPPORT BUILDING PHASE)G4.12SITE DETAILS (SOUTH SUPPORT BUILDING PHASE)G5.1SOUTH BUILDING ENLARGEMENT (SOUTH SUPPORT BUILDING PHASE)G5.2GAC FRONT ENTRANCE ENLARGEMENT (GAC PHASE)SU1.0OVERALL UTILITY PLANSU1.1UTILITY PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)SU1.3UTILITY PLAN - NORTH (GAC PHASE)SU1.4UTILITY PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)SU1.5UTILITY PLAN - NORTHEAST (GAC PHASE)SU2.1SITE UTILITY DETAILS (GAC PHASE)SU2.2SITE UTILITY DETAILS (GAC PHASE)SU2.3SITE UTILITY DETAILS (GAC PHASE)SU2.4SITE UTILITY DETAILS (GAC PHASE)SU2.11SITE UTILITY DETAILS (SOUTH SUPPORT BUILDING PHASE)SU2.21SITE UTILITY DETAILS (SOUTH SUPPORT BUILDING PHASE)SU2.31SITE UTILITY DETAILS (SOUTH SUPPORT BUILDING PHASE)SU2.41SITE UTILITY DETAILS (SOUTH SUPPORT BUILDING PHASE)SU3.1STORM SEWER PLAN AND PROFILES (GAC PHASE)SU3.2STORM SEWER PLAN AND PROFILES (GAC PHASE)SU3.3STORM SEWER PLAN AND PROFILES (GAC PHASE)SU3.11STORM SEWER PLAN AND PROFILES (SOUTH SUPPORT BUILDING PHASE)SU3.21STORM SEWER PLAN AND PROFILES (SOUTH SUPPORT BUILDING PHASE)L1.0OVERALL LANDSCAPE PLANL1.1LANDSCAPE PLAN - SOUTH (SOUTH SUPPORT BUILDING PHASE)L1.3LANDSCAPE PLAN - NORTH (GAC PHASE)L1.4LANDSCAPE PLAN - SOUTHEAST (SOUTH SUPPORT BUILDING PHASE)L1.5LANDSCAPE PLAN - NORTHEAST (GAC PHASE)L2.0LANDSCAPE DETAILS (GAC PHASE)L2.11LANDSCAPE DETAILS (SOUTH SUPPORT BUILDING PHASE)REGULATORY REVIEW1-18-20231ARCHITECTURAL SHEET INDEXA1.01FIRST FLOOR OVERALL PLAN (GAC PHASE)A3.03BUILDING ELEVATIONS (GAC PHASE)A1.01FIRST FLOOR OVERALL ARCHITECTURAL PLANS (SOUTH SUPPORT BUILDING PHASE)A3.04BUILDING ELEVATIONS (SOUTH SUPPORT BUILDING PHASE)ELECTRICAL SHEET INDEXESP.1SITE PHOTOMETRIC PLAN2TAC RESPONSE03-07-2023 COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.GD0.1GENERAL NOTESGENERAL 1.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL FEDERAL,STATE, COUNTY, CITY, AND LOCAL PERMITS FOR ANY AND ALL WORK REQUIREDUNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL SUBMITTALS ASREQUIRED INCLUDING STORMWATER RUNOFF CONTROL (RULE 5). THECONTRACTOR IS RESPONSIBLE FOR PAYING FOR ALL REQUIRED PERMITS BYANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THECONTRACT OR SPECIFICATIONS.3.CONTRACTOR SHALL VERIFY DATE OF PLANS WITH ENGINEER PRIOR TOCONSTRUCTION TO ENSURE USE OF CURRENT PLANS.4.ALL QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THEBIDDING CONTRACTORS.5.ADDITIONAL INFORMATION CONCERNING EARTH MOVING MAY BE FOUND IN THEGEOTECHNICAL ENGINEERING INVESTIGATION BY _____ DATED __________.ALL REQUIREMENTS OF THE GEOTECHNICAL ENGINEERING INVESTIGATIONSHALL BE FOLLOWED. THE INFORMATION SHOWN IN THE GEOTECHNICALENGINEERING INVESTIGATION IS FOR INFORMATION ONLY AND IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS.IN CASE OF CONFLICT BETWEEN THE CONSTRUCTION DOCUMENTS AND THEGEOTECHNICAL ENGINEERING INVESTIGATION, THE MORE STRINGENTREQUIREMENTS SHALL GOVERN.6.PROPERTY ZONING IS R-1 - SPECIAL USE.7.PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROMDISTURBANCE DURING CONSTRUCTION.GENERAL NOTESSITE LAYOUT1.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TOSTARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLFIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROMTHE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEERIMMEDIATELY.2.DO NOT LOCATE OR STAKE BUILDING FROM SITE/CIVIL PLANS. USEARCHITECTURAL AND STRUCTURAL PLANS. CONTRACTOR SHALL REFER TO THEARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES,EXIT PORCHES, TRUCK DOCK, BUILDING DIMENSIONS AND BUILDING UTILITYENTRANCE LOCATIONS.3.DIMENSIONS SHOWN ARE TO FACE OF CURB AND TO FACE OF BUILDING UNLESSNOTED OTHERWISE.4.RADII NOT DIMENSIONED ARE TO BE 5'.5.ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADEELEVATIONS.6.REFER TO APPROPRIATE SITE DETAILS TO DETERMINE SUBGRADE ELEVATIONSBELOW FINISH GRADE ELEVATIONS INDICATED.7.TAPER CURB HEIGHT TO 1" IN FINAL 2' OF ALL CURB ENDINGS.8.EXACT LOCATION OF SIGNS TO BE COORDINATED WITH OWNER AND APPROVEDPRIOR TO INSTALLATION.9.SITE BOUNDARY, TOPOGRAPHY, UTILITY, STRUCTURES AND ROAD INFORMATIONTAKEN FROM A SURVEY PREPARED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022.10.FIRST FLOOR ACTUAL ELEVATION 818.00' SHOWN ON SITE AND UTILITY DRAWINGS= 100'-0" ASSUMED ON STRUCTURAL AND ARCHITECTURAL DRAWINGS.GRADING AND EARTHWORK 1.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA.EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLEINFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIRSUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITHTHE APPLICABLE UTILITY COMPANY) IS THE RESPONSIBILITY OF THECONTRACTOR.2.ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.3.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHERFACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVINGOPERATIONS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOILCONDITIONS PRIOR TO BIDDING.5.CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND DEPTH OF ALLPRIVATE/OWNER INSTALLED UTILITIES PRIOR TO CONSTRUCTION.6.DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN AMANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE AS REQUIRED.7.THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHENEXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFYCOVER REQUIREMENTS BY UTILITY CONTRACTOR AND/OR UTILITY COMPANIES SOAS NOT TO CAUSE DAMAGE.8.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORECONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.ALL VERIFICATIONS (LOCATIONS, SIZE AND DEPTH) SHALL BE MADE BY THEAPPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVEREXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO AREPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT ANDOBSERVE DURING CONSTRUCTION.9.EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OFSURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIEDEXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, ANDOBSTRUCTIONS.10.PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS,FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING THE PROJECTSITE AND SURROUNDING AREA. REROUTE SURFACE WATER RUNOFF AWAY FROMEXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS.DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES.11.STOCKPILE BULK MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUTINTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACEWATER. COVER TO PREVENT WINDBLOWN DUST AND EROSION BY WATER. DONOT STORE WITHIN DRIP LINE OF TREES THAT WILL REMAIN.12.CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THEUTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITYCOMPANIES.13.THE CONTRACTOR SHALL PROVIDE AT LEAST 18"' OF COVER OVER ALL STORMSEWERS, UNLESS OTHERWISE INDICATED BY PLANS.14.PROVIDE COMPACTED "B" BORROW BACKFILL OVER ALL UTILITIES IN PAVEDAREAS.15.PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES ANDNEW GRADES.16.MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREEDUPON BY PARTIES CONCERNED.17.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.18.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTERINSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"CONDITIONS.19.MAXIMUM LAWN SLOPE IS 3:1.20.DURING FINISH GRADING, ELIMINATE RILLS AND GULLIES. REMOVE ALL STONES,RUBBLE, STICKS, WIRE, PLANT MASS AND DEBRIS OVER 1 INCH IN ANY DIMENSION,AS WELL AS OBVIOUS QUANTITIES OF SMALL STONE.21.REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERECOMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED,SETTLED, OR WHERE COMPACTION IS LOST DUE TO SUBSEQUENTCONSTRUCTION OPERATIONS OR WEATHER CONDITIONS.22.ADD ADDITIONAL TOPSOIL AND GRADE AS NECESSARY IN AREAS OF SETTLEMENTAND EROSION, AND AS REQUIRED TO MEET FINISH GRADE.DEMOLITION1.DEMOLITION PERMIT WILL BE PROCURED BY THE SUBCONTRACTOR AND COSTSHALL BE INCLUDED AS PART OF THEIR WORK.2.DURING DEMOLITION PROCESS, EROSION CONTROL MEASURES SHALL BEESTABLISHED. THESE SHALL INCLUDE TREATMENT OF DUST AND POTENTIALSTORMWATER DISCHARGE. REFER TO EROSION CONTROL DRAWINGS.3.REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS ORAS REQUIRED BY THE PROJECT. THE MATERIALS REMOVED FROM THE SITESHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL,STATE, AND OR LOCAL LAWS AND ORDINANCES.4.EXISTING ITEMS TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THECONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED,RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALLDAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINALCONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITYOR LOCAL REGULATIONS.5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITYCOMPANIES AND DEPARTMENTS 72 HOURS BEFORE DEMOLITION IS TO STARTTO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS,LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITYCOMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVEREXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SOA REPRESENTATIVE OF THE UTILITY MAY BE PRESENT DURING THEEXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION.6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACHUTILITY COMPANY AND OR AGENT WHO IS RESPONSIBLE TO REMOVE ORRELOCATE EACH EXISTING UTILITY. IT IS THE RESPONSIBILITY OF THECONTRACTOR TO BEAR THE COST FOR THE REMOVAL, TERMINATION ORRELOCATION OF UTILITIES IF THE RESPONSIBILITY IS NOT COVERED BY THEUTILITY COMPANY.7.LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BEREMOVED OR ABANDONED IN PLACE.8.REMOVAL OF EXISTING CONCRETE OR OTHER PAVED AREAS INDICATED ONTHE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. AREAS TO BEREMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALLNON-ORGANIC MATTER THAT WOULD INTERFERE WITH THE GROWTH OF TURFOR PLANT MATERIAL.9.ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN ANDAROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONSOF ALL EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILITY ANDMUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANYOR BY A PRIVATE UNDERGROUND UTILITY LOCATING COMPANY PRIOR TO THESTART OF DEMOLITION ACTIVITIES.10.SAW CUT THE EDGES OF PAVED AREAS CLEAN, NEAT AND TRUE TO LINE SO NOUNWANTED CHIPPING OR BREAKING OF EXISTING PAVEMENT TO REMAIN WILLOCCUR.11.UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION,NEATLY SAW-CUT ALONG LINE OF EXISTING PAVEMENT TO REMAIN BEFOREREMOVING ADJACENT EXISTING PAVEMENT. SAW-CUT FACES VERTICALLY.12.DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION TOACCUMULATE ON THE JOB SITE FOR MORE THAN 48 HOURS. REMOVE ANDDISPOSE OF IN A LEGAL MANNER.13.GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO ADEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE.14.FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITHSATISFACTORY SOIL MATERIAL UNLESS FURTHER EXCAVATION OREARTHWORK IS INDICATED.15.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY ANDREMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED,SPILLED OR WIND BLOWN FROM THIS SITE ONTO OTHER SITES, RIGHT OFWAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS ORSIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY.THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIREDEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER.16.THE CONTRACTOR SHALL DOCUMENT THE FINAL DISPOSITION OF ALLMATERIALS REMOVED FROM THE SITE.17.DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMSINDICATED ON THESE DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITYTO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEWCONSTRUCTION.1.ALL EROSION CONTROL PLANNING AND IMPLEMENTATION OF PROTECTIVEMEASURES SHALL BE IN ACCORDANCE WITH THE STANDARDS AND PROCEDURESOUTLINED IN THE IDEM "INDIANA STORM WATER QUALITY MANUAL".2.THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE ANDREPAIR OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURESDURING EARTHMOVING OPERATIONS.3.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORKAREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVEDAREAS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL AND LIMIT THE TRACKINGOF SILT AND SEDIMENT OFFSITE. THE CONTRACTOR SHALL BROOM AND COLLECTTRACKED SILT AND SEDIMENT IMMEDIATELY UPON DISCOVERY THE MATERIAL.5.DO NOT COMMENCE SITE CLEARING OR EARTH MOVING OPERATIONS UNTILTEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.6.DUST CONTROL IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL INCLUDECONSTANT AND REPETITIVE APPLICATION OF WATERING AND STREET SWEEPING.7.THE CONTRACTOR SHALL TEMPORARILY SEED ALL DISTURBED AREAS PLANNEDFOR A PERIOD OF INACTIVITY EXCEEDING 15 DAYS.EROSION CONTROLSITE UTILITIES1.THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND EXISTING DRAWINGS. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN-SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOTWARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACTLOCATION INDICATED ALTHOUGH THE ENGINEER DOES CERTIFY THAT THEY ARELOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION MADEAVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUNDUTILITIES.2.CONTRACTOR SHALL VERIFY EXISTING STORM SEWER AND SANITARY SEWERCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTIONTO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESEPLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER.3.CONSTRUCTION OF ALL STORM AND SANITARY SEWER LINES AND STRUCTURESSHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES ANDREGULATIONS.4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATECONSTRUCTION WITH ALL RESPECTIVE UTILITIES.5.EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLEINFORMATION. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TOLOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTEDCONSTRUCTION AREA. THE LOCATION AND PROTECTION OF UTILITYSTRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION ISTHE RESPONSIBILITY OF THE CONTRACTOR.6.CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THEUTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITYCOMPANIES. CONTRACTOR SHALL SLEEVE ALL PIPING AT FOOTINGS AND BELOWGRADE WALLS. SLEEVES SHALL BE WATER TIGHT. COORDINATE ALL WALLPENETRATIONS WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBINGPLANS.7.CONTRACTOR SHALL VERIFY WITH OWNER THE EXACT LOCATION AND DEPTH OFALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION.8.CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING ANDELECTRICAL PLANS FOR INVERT ELEVATIONS AND EXACT LOCATION OFDOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES,ELECTRICAL LINES, TELECOM LINES, TRANSFORMER PADS OR POLES, ETC.9.ALL SITE WATER SERVICE LINES, SANITARY SEWER SERVICE LINES AND STORMSEWER LINES END 5' OUTSIDE THE BUILDING LINE.10.SEE PLUMBING DRAWINGS FOR CONTINUATION OF WATER PIPING, SANITARYSEWER AND STORM SEWER INTO THE BUILDING.11.SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM.12.INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENTINDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPINGFACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGSACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TOMANUFACTURER'S WRITTEN INSTRUCTIONS FOR USE OF LUBRICANTS, CEMENTS,AND OTHER INSTALLATION REQUIREMENTS.13.INSTALL MANHOLES FOR CHANGES IN DIRECTION UNLESS FITTINGS AREINDICATED. USE FITTINGS FOR BRANCH CONNECTIONS UNLESS DIRECT TAP INTOEXISTING SEWER IS INDICATED.14.PVC AND HDPE STORM SEWER PIPE TO BE INSTALLED ONLY AT LOCATIONSINDICATED AND SHALL NOT BE SUBSTITUTED FOR LOCATIONS WHERE RCP PIPE ISSPECIFIED.15.THE CONTRACTOR SHALL PROVIDE AT LEAST 18" OF COVER OVER ALL STORMSEWERS, UNLESS OTHERWISE INDICATED BY PLANS.16.WATER LINES AND FIRE PROTECTION LINES SHALL BE INSTALLED WITH A MINIMUMBURY OF 5'-0" OR AS PER LOCAL UTILITY COMPANY REQUIREMENTS.17.WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BEPLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICALCLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADEDUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE (SDR 21)SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS WITHIN 10' OF THEWATER LINE. THE WATER LINES SHALL BE INSTALLED ABOVE THE SEWERWHEREVER POSSIBLE.18.WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATIONDISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTEDOF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS ORPLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS.19.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.20.ANY STORM DRAIN, FIELD TILE, OR UTILITY ENCOUNTERED DURINGCONSTRUCTION SHALL BE RELOCATED AND POSITIVE DRAINAGE MAINTAINEDUNLESS OTHERWISE NOTED TO REMAIN. NOTIFY ENGINEER IF ANY DRAINS AREENCOUNTERED.21.ALL PAVEMENT CUT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS,ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BEPATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTINGSECTION.LANDSCAPING1.PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLEFOR LOCATING ALL UNDERGROUND UTILITIES & SHALL AVOID DAMAGE TO ALLUTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR ISRESPONSIBLE FOR REPAIRING ANY & ALL DAMAGE TO THE UTILITIES, STRUCTURES,SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPECONSTRUCTION.2.LANDSCAPE CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS PRIOR TO THECOMMENCEMENT OF WORK.3.THE PLANT COUNTS INDICATED ON DRAWINGS ARE FOR LANDSCAPE ARCHITECT'S USEONLY. LANDSCAPE CONTRACTOR SHALL MAKE THEIR OWN PLANT QUANTITYTAKEOFFS USING DRAWINGS, SPECIFICATIONS, AND PLANT SCHEDULE REQUIREMENTS(I.E., SPACING), UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT.CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATEQUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. PLANT MATERIALQUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAYBE NEEDED TO MEET SPACING REQUIREMENTS AND FIELD CONDITIONS. IN CASE OFDISCREPANCIES BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL DICTATE.4.NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TOBE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TOBID DATE IN WRITING.5.DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, UTILITIES, WALKWAYSAND PAVEMENTS, OR ON EXISTING TURF AREAS OR PLANTS.6.PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHERCONDITIONS PERMIT PLANTING TO BE PERFORMED WHEN BENEFICIAL AND OPTIMUMRESULTS MAY BE OBTAINED.7.SUSPEND PLANTING OPERATIONS DURING PERIODS OF EXCESSIVE SOIL MOISTUREUNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS TO ATTAIN THEREQUIRED RESULTS.8.UNIFORMLY MOISTEN EXCESSIVELY DRY SOIL THAT IS NOT WORKABLE OR WHICH ISDUSTY.9.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREA INAN ORDERLY CONDITION.10.PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES,TREES, SHRUBS, AND PLANTINGS FROM DAMAGE CAUSED BY PLANTING OPERATIONSAND FROM HYDROSEEDING AND HYDROMULCHING OVERSPRAY. PROMPTLY REPAIRANY DAMAGE CAUSED BY PLANTING OPERATIONS.11.ESTABLISH TREE PROTECTIONS ZONES AS REQUIRED BY SPECIFICATIONS.12.EARTHWORK CONTRACTOR SHALL INSTALL 12" OF TOPSOIL IN ALL PROPOSED BEDAREAS. CONTRACTOR SHALL COORDINATE QUANTITY AND PLACEMENT OF TOPSOIL.SUBCONTRACTOR SHALL VERIFY DEPTH OF TOPSOIL PRIOR TO PLANT INSTALLATION.REFER TO SPECIFICATIONS FOR TOPSOIL TESTING AND PLACEMENT REQUIREMENTS.REPLACEMENT SOIL SHALL BE COMPRISED OF 1 PART ORIGINAL, 2 PARTS HUMUS, 1PART COMPOSTED CATTLE MANURE, 1 PART CLEAN COARSE CUT SAND, AND 1 POUNDOF FERTILIZER (12-12-12 NPK BALANCED) PER 10 SQ. FT. - WORKED WELL INTO SOIL.13.RECONDITION SOIL AND SEED/RE-SEED ALL AREAS DISTURBED BY CONSTRUCTIONACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (I.E., ASPHALTPAVEMENT, CONCRETE SLAB, PLANTING BED ETC.). ALL DISTURBED LAWN AREAS TORECEIVE 4" OF TOPSOIL IN ADDITION TO SOIL AMENDMENTS AS PART OFRECONDITIONING.14.ALL PLANTS & PLANTING AREAS TO RECEIVE 3" MINIMUM OF SHREDDED HARDWOODBARK MULCH (UNLESS OTHERWISE NOTED). MULCH SHALL BE UNIFORM IN TEXTUREAND COLOR. NO PROCESSED TREE TRIMMINGS WILL BE ALLOWED.15.ALL DISTURBED AREAS SHALL BE SEEDED/SODDED PER SPECIFICATIONS.16.ALL GRASS AND/OR LANDSCAPING DISTURBED BY NEW CONSTRUCTION SHALL BERESTORED TO ORIGINAL OR BETTER CONDITION.MAINTENANCE OF TRAFFIC1.THE MAINTENANCE OF TRAFFIC (MOT) EFFORTS CONDUCTED BY THE CONTRACTORWILL INCLUDE PROVIDING, MANAGING AND MAINTAINING EQUIPMENT AND PERSONNELNECESSARY FOR MAINTAINING SAFE TRAFFIC CONDITIONS AT ALL TIMES DURING THEPROJECT. TRAFFIC MAINTENANCE INCLUDES BOTH PROTECTING THE TRAVELINGPUBLIC APPROACHING THE SITE AND INCORPORATING SAFE AND EFFICIENTCIRCULATION WITHIN THE CONSTRUCTION AREA.2.THE CONTRACTOR SHALL FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROLSIGNS AND DEVICES DURING THE HOURS OF CONSTRUCTION OPERATIONS AND AT ALLOTHER TIMES IN ACCORDANCE WITH LOCAL AND INDOT STANDARDS. IN ADDITION TOTHE LOCAL AND STATE STANDARDS, THE CONTRACTOR SHALL CONSULT THE U.S. DOT,FHA, AND MUTCD REGULATIONS REGARDING THE TYPE AND PLACEMENT OF TRAFFICCONTROL DEVICES.3.THE CONTRACTOR SHALL PROVIDE ALL DEVICES NECESSARY AND INSTALLTEMPORARY VEHICLE ROUTES, DETOURS AND RUNAROUNDS TO MAINTAIN THEOWNER'S ONGOING ACTIVITIES. MODIFICATIONS AND TEMPORARY SHUTDOWNS FORTHESE TRAFFIC ROUTES SHALL FIRST BE COORDINATED WITH THE OWNER.4.DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED ORUSED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVINGJURISDICTION.5.PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IFREQUIRED BY OWNER OR AUTHORITIES HAVING JURISDICTION.6.ALL SIDEWALK CLOSURES REQUIRE A SIGNED ALTERNATIVE ROUTE FOR PEDESTRIANS.7.MAINTAIN FIRE, AMBULANCE AND POLICE VEHICLE ACCESS TO THE BUILDINGS AT ALLTIMES DURING CONSTRUCTION.8.ALL REQUIRED COMMUNICATION, PERMITS OR NOTICES NEEDED BY THE LOCAL FIRE,POLICE AND CITY OFFICES WILL REMAIN THE CONTRACTOR'S RESPONSIBILITY. THECONTRACTOR SHALL DETERMINE IF ANY LOCAL ROAD RESTRICTIONS ON WEIGHT OROTHERWISE EXISTS BEFORE DIRECTING INCOMING AND OUTGOING CONSTRUCTIONTRAFFIC.9.SIGNS AND DEVICES SHOWN ON THE MAINTENANCE OF TRAFFIC PLAN REPRESENT THEMINIMUM STANDARDS. ADDITIONAL SIGNS AND ADJUSTMENTS TO LOCATION MAY BEREQUIRED TO ADDRESS CHANGING FIELD CONDITIONS.10.PROMPTLY REMOVE TEMPORARY TRAFFIC CONTROL WHEN SIGNS AND DEVICES NOLONGER SERVE ANY PURPOSE.11.TEMPORARY FACILITIES, INCLUDING REROUTING PEDESTRIAN PATHS AROUND THEWORK SITE ARE THE CONTRACTOR'S RESPONSIBILITY AND WILL BE BASED ON THEOWNER'S NEEDS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNERREGARDING SITE ACCESS AND PEDESTRIAN MOVEMENT AROUND THE CONSTRUCTIONSITE PRIOR TO PLACING CONSTRUCTION FENCING, GATES AND EQUIPMENT ORMATERIALS ON SITE.12.THE LOCATION OF CONSTRUCTION LAYDOWN AREAS MUST FIRST BE APPROVED BYTHE OWNER. LAYDOWN AREAS SHALL BE FENCED AND PROTECTED FROM THESURROUNDING PROPERTIES.13.CONSTRUCTION ONSITE JOB TRAILERS SHALL BE COORDINATED WITH THE OWNER.FOR TRAILERS WITH PLUMBING, THE UNITS SHALL BE SERVED BY EITHER A PROPERLYPERMITTED SANITARY SEWER LATERAL OR TEMPORARY WASTE STORAGE REVIEWEDAND APPROVED BY BOTH THE OWNER AND THE LOCAL AUTHORITIES.1REGULATORY REVIEW1-18-2023 KEYSTONE AVENUE / S.R. 431MATCH LINE SEE TOPO-2MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-1MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-1MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-2MATCH LINE SEE TOPO-1LEGEND:SITE8AB3456712CDEFGH83456712ABCDEFGHCARMEL CLAY SCHOOL DISTRICT CARMEL STADIUM 2450 E.136TH STREET CARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TOPOGRAPHIC SURVEY 303-103 1"=30' MAY 17, 2022 TJT/ CJV ABS ABS16TOPO-1NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com VICINITY MAP LEGEND:TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431MATCH LINE SEE TOPO-2MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-1MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3KEYSTONE AVENUE / S.R. 431MATCH LINE SEE TOPO-2MATCH LINE SEE TOPO-18AB3456712CDEFGH83456712ABCDEFGHCARMEL CLAY SCHOOL DISTRICT CARMEL STADIUM 2450 E.136TH STREET CARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TOPOGRAPHIC SURVEY 303-103 1"=30' MAY 17, 2022 TJT/ CJV ABS ABS26TOPO-2NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com MATCH LINE SEE TOPO-2MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-1MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-1MATCH LINE SEE TOPO-38AB3456712CDEFGH83456712ABCDEFGHCARMEL CLAY SCHOOL DISTRICT CARMEL STADIUM 2450 E.136TH STREET CARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TOPOGRAPHIC SURVEY 303-103 1"=30' MAY 17, 2022 TJT/ CJV ABS ABS36TOPO-3NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com LEGEND:MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3KEYSTONE AVENUE / S.R. 4318AB3456712CDEFGH83456712ABCDEFGHCARMEL CLAY SCHOOL DISTRICT CARMEL STADIUM 2450 E.136TH STREET CARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TOPOGRAPHIC SURVEY 303-103 1"=30' MAY 17, 2022 TJT/ CJV ABS ABS46TOPO-4NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com LEGEND:SMOKEY ROW ROAD / E 136TH STREETTBM#2 = 809.81SMOKEY ROW ROAD / E 136TH STREETMATCH LINE SEE TOPO-3MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-58AB3456712CDEFGH83456712ABCDEFGHCARMEL CLAY SCHOOL DISTRICT CARMEL STADIUM 2450 E.136TH STREET CARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TOPOGRAPHIC SURVEY 303-103 1"=30' MAY 17, 2022 TJT/ CJV ABS ABS56TOPO-5NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com LEGEND:UTILITY NOTE:BENCHMARKS:TBM#3 = 803.80SMOKEY ROW ROAD / E 136TH STREETMATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-5MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-6MATCH LINE SEE TOPO-4MATCH LINE SEE TOPO-3SMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 4318AB3456712CDEFGH83456712ABCDEFGHCARMEL CLAY SCHOOL DISTRICT CARMEL STADIUM 2450 E.136TH STREET CARMEL, INDIANA DESCRIPTIONDATENO REVISION RECORD DATE: DWG SCALE: DRAWN BY: CHECKED BY: APPROVED BY: PROJECT NO:SHEETOFDRAWING NO.:TOPOGRAPHIC SURVEY 303-103 1"=30' MAY 17, 2022 TJT/ CJV ABS ABS66TOPO-6NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204 317-655-7777 · 877-746-0749 www.cecinc.com TBM#1 = 813.74TBM#2 = 809.81TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINS T R . # 2 0 0 7 0 0 1 1 7 1LOT1201LOT1202LOT1203LOT1204LOT1205LOT1206LOT1207LOT 1301LOT 1302LOT 1303LOT 1304LOT 1305LOT 1306LOT 1401LOT 1402LOT 1403LOT 1404LOT 1405LOT 1406LOT 1701LOT 1702LOT 1703LOT 1704LOT 401LOT 402LOT 403LOT 404LOT 405LOT 301LOT 302LOT 303LOT 304LOT 305LOT 201LOT 202LOT 203LOT 204LOT 205LOT 101LOT 102LOT 103LOT 104LOT 105COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEYCOMMON AREA "L"COMMON AREA "H"COMMON AREA "F"COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY PROPERTY L INEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINECONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.GD1.0SITE DEMOLITION PLAN -OVERALL80240080160SEE DEMOLITION PLAN GD1.4(SOUTH SUPPORT BUILDING PROJECT)SEE DEMOLITION PLAN GD1.5(GREYHOUND ACTIVITY CENTER PROJECT)SEE DEMOLITION PLAN GD1.3(GREYHOUND ACTIVITY CENTER PROJECT)SEE DEMOLITION PLAN GD1.1(SOUTH SUPPORT BUILDING PROJECT)SEE DEMOLITION PLAN GD1.6(NOT IN PROJECT)SEE DEMOLITION PLAN GD1.2(NOT IN PROJECT)1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTES1REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-2023 SMOKEY ROW ROAD / E 136TH STREETTBM#2 = 809.816TYP.6TYP.6TYP.6TYP.6TYP.4444444435555117777588822229958TPTPTPTPTP TP TPTPTPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTP 26826263435151512828282828433551810PROPERTY LINE52121212128282130303030111130301010999511281212TPTPTP TPTPTP 26TPTPTP SFSFSFSF309003060INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! GD1.1DEMOLITION PLAN - SOUTHDEMOLITION LEGENDAPPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP TREE PROTECTION REQUIREDAPPROXIMATE LIMITS OF CONSTRUCTIONAPPROXIMATE LIMITS OF UTILITY LINE REMOVAL1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE SITE DEMOLITION PLAN - SOUTHEAST - GD1.4 SEE SITE DEMOLITION PLAN - WEST - GD1.6 (NOT IN PROJECT)SEE SITE DEMOLITION PLAN - CENTER - GD1.2 (NOT IN PROJECT)LEGEND DEMOLITION KEYNOTES (SOUTH BLDG)1.REMOVE ASPHALT PAVEMENT2.REMOVE LIGHT POLE & LINE, COORDINATE WITH ELECTRICAL SITE DEMOPLANS3.REMOVE CONCRETE SIDEWALK4.REMOVE CONCRETE CURB5.SAWCUT EXISTING ASPHALT/CONCRETE6.BLACK OUT EXISTING PAVEMENT MARKING7.REMOVE CHAIN LINK FENCE, POSTS AND FOUNDATIONS8.REMOVE TREE & ROOTS TO 1'-6" BELOW GRADE9.PROTECT FENCE TO REMAIN10.PROTECT SANITARY STRUCTURE & LINE TO REMAIN11.REMOVE WATER LINE AS REQUIRED TO INSTALL PROPOSED WATER LINE -REFER TO SITE UTILITY PLAN12.REMOVE STORM LINE AND STRUCTURE 21. PROTECT ELECTRIC OUTLET, BOX & LINE TO REMAIN, ADJUST BOXES AND OUTLETS TO PROPOSED FINISHED GRADE AS NECESSARY 26. PROTECT TREE TO REMAIN 28. PROTECT STORM STRUCTURE & LINE TO REMAIN 30. PROTECT WATER LINE, HYDRANT & VALVE TO REMAINCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-2023EROSION CONTROL LEGENDSF2TAC RESPONSE03-07-2023 TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431222222222222227TYP.7TYP.7TYP.7TYP.7TYP.3171722219191919242425252555111889TPTPTPTPTP TPTPTP TPTPTPTPTPTPTPTPTPTPTPTP TPTPTP TPTPTP TP26262627272828281110101110282999777TYP.31323PROPERTY LINE PROPERTY LINE7TYP.82111911559999311130313014303131193131311414610101111111222111130302832153020202020208888888820209TPTPTP 2222793425TPTPTP 26SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060GD1.3SITE DEMOLITION PLAN - NORTHDEMOLITION LEGENDAPPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP TREE PROTECTION REQUIREDAPPROXIMATE LIMITS OF CONSTRUCTIONAPPROXIMATE LIMITS OF UTILITY LINE REMOVAL1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE SITE DEMOLITIONPLAN - WEST - GD1.6(NOT IN PROJECT)SEE SITE DEMOLITION PLAN - CENTER - GD1.2 (NOT IN PROJECT)SEE SITE DEMOLITION PLAN - CENTER - GD1.2 (NOT IN PROJECT)SEE SITE DEMOLITION PLAN - NORTHEAST - GD1.5 LEGEND DEMOLITION KEYNOTES (GAC)1.REMOVE ASPHALT PAVEMENT2.REMOVE CONCRETE PAVEMENT3.REMOVE CONCRETE SIDEWALK5.SAWCUT EXISTING ASPHALT/CONCRETE6.BLACK OUT EXISTING PAVEMENT MARKING7.REMOVE CHAIN LINK FENCE, POSTS AND FOUNDATIONS8.REMOVE CHAIN LINK GATES, POSTS AND FOUNDATIONS. SALVAGE FOR RETURN TO OWNER9.PROTECT FENCE TO REMAIN10.REMOVE STORM MANHOLE STRUCTURE11.REMOVE STORM SEWER LINE12.CAP STORM PIPE WITH MECHANICAL PLUG - PER DETAIL ON DWG SU2.113.REMOVE SANITARY MANHOLE STRUCTURE14.REMOVE SANITARY SEWER LINE15.CAP SANITARY PIPE WITH MECHANICAL PLUG - PER DETAIL ON DWG SU2.117.REMOVE BUILDING - CONTRACTOR TO DISCONNECT AND REMOVE ALLASSOCIATED ELECTRICAL, MECHANICAL, AND PLUMBING SANITARY ANDSUPPLY COMPLETE PRIOR TO BUILDING DEMOLITION. REMOVE BUILDINGUTILITY LINES BACK TO NEAREST CONNECTION POINT. PROTECT ALLEXISTING LINES TO REMAIN. NOTIFY ARCHITECT OF ANY CONCERNS ORUNFORESEEN CONDITIONS.19.REMOVE LIGHTPOLE/ELECTRICAL OUTLET, COORDINATE WITH ELECTRICALSITE DEMOLITION PLANS20.REMOVE ELECTRICAL/TELECOM LINES/EQUIPMENT, COORDINATE WITH ELECTRICAL SITE DEMOLITION PLANS21.PROTECT ELECTRIC OUTLET, BOX & LINE TO REMAIN22.REMOVE TREE & ROOTS TO 1'-6" BELOW GRADE23.RELOCATE DISCUS CAGE TO LOCATION SHOWN ON SITE PLAN ANDREMOVE CONCRETE PAD24.LIMITS OF PROPOSED BUILDING25.PROTECT SYNTHETIC TURF AND CURB TO REMAIN26.PROTECT TREE TO REMAIN27.REMOVE GOAL POST AND SALVAGE TO OWNER28.PROTECT STORM STRUCTURE & LINE TO REMAIN29.WATER WELL - CONTRACTOR SHALL REMOVE THE WELL ASSEMBLY IN ITSENTIRETY AND TO 3' BELOW FINISHED GRADES. THE WELL SHALL BECAPPED AND DECOMMISSIONED PER LOCAL AND STATE REQUIREMENTSAND ORDINANCES.30. PROTECT WATER LINE, HYDRANT & VALVE TO REMAIN31. REMOVE WATER LINE AS REQUIRED TO INSTALL PROPOSED WATER LINE - REFER TO SITE UTILITY PLAN32. PROTECT SANITARY STRUCTURE & LINE TO REMAIN34.PROTECT CONCRETE WALK TO REMAINREMOVE 6 DEAD EVERGREENAND 1 DEAD DECIDIOUS TREEWITHIN WOODED FENCELINEREMOVE TREES AND SHRUBSAS REQUIRED TO INSTALLWATERLINE AND BUILDING1ADDENDUM #11-6-20232REGULATORY REVIEW1-18-2023EROSION CONTROL LEGENDSF3TAC RESPONSE03-07-2023 TBM#3 = 803.80SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 431111555514TPTPTPTPTP TPTP TPTP TPTPTPTPTPTP TPTP TPTPTPTP TP TPTPTPTPTPTPTP 26262626262626PROPERTY LINEPROPERTY LINE28212121303028302121213028TPTP TPTP TPTP TPTP 2699212130213030346TYP.4INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080GD1.4SITE DEMOLITION PLAN -SOUTHEAST1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE SITE DEMOLITION PLAN - NORTHEAST - GD1.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE DEMOLITION PLAN - SOUTH - GD1.1 DEMOLITION LEGENDAPPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP TREE PROTECTION REQUIREDAPPROXIMATE LIMITS OF CONSTRUCTIONAPPROXIMATE LIMITS OF UTILITY LINE REMOVALLEGEND333333 DEMOLITION KEYNOTES (SOUTH BLDG)1.REMOVE ASPHALT PAVEMENT4.REMOVE CONCRETE CURB5.SAWCUT EXISTING ASPHALT/CONCRETE6.BLACK OUT EXISTING PAVEMENT MARKING9.PROTECT FENCE TO REMAIN21.PROTECT ELECTRIC OUTLET, BOX & LINE TO REMAIN, ADJUST BOXES AND OUTLETS TO PROPOSED FINISHED GRADE AS NECESSARY26.PROTECT TREE TO REMAIN28.PROTECT STORM STRUCTURE & LINE TO REMAIN30. PROTECT WATER LINE, HYDRANT & VALVE TO REMAIN33. REMOVE INVASIVE PLANT MATERIAL FROM POND, SPRAY/WICK PLANTMATERIAL WITH AQUATIC HERBICIDE, CUT PLANT MATERIAL ONCE THEHERBICIDE HAS HAD TIME TO ENTER THE ROOT SYSTEM AND SIGNS OFPLANT DEATH HAVE STARTED, REAPPLY HERBICIDE IF NEEDED, REMOVECUT PLANT MATERIAL FROM BASIN, TILL THE TOP 12" OF SOIL, FINE GRADEAND SEED WITH NATIVE PLANT MATERIAL PER LANDSCAPE PLAN34.CAP STORM PIPE WITH MECHANICAL PLUG - PER DETAIL ON DWG. SU2.135.ADJUST TOP OF ELECTRICAL MANHOLE CASTING TO 804.65. ADD RISER TOTOP OF EXISTING CONCRETE VAULT AS REQUIRED.COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.2ADDENDUM #11-25-20231REGULATORY REVIEW1-18-2023EROSION CONTROL LEGENDSF3TAC RESPONSE03-07-2023 TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431229229TPTPTP TPTPTP TPTPTP TPTPTP TPTPTP TPTPTPTPTPTP TPTPTP TPTPTP TPTPTPTPTPTP 2626262626918PROPERTY LINE9TPTPTP TPTPTP COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060GD1.5SITE DEMOLITION PLAN -NORTHEAST1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE SITE DEMOLITION PLAN - NORTH - GD1.3 SEE SITE DEMOLITION PLAN - SOUTHEAST - GD1.4 (NOT IN PROJECT)DEMOLITION LEGENDAPPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP TREE PROTECTION REQUIREDAPPROXIMATE LIMITS OF CONSTRUCTIONAPPROXIMATE LIMITS OF UTILITY LINE REMOVALLEGEND DEMOLITION KEYNOTES (GAC)9.PROTECT FENCE TO REMAIN18.REMOVE FENCE AS REQUIRED TO INSTALL MANGATE22.REMOVE TREE & ROOTS TO 1'-6" BELOW GRADE26.PROTECT TREE TO REMAIN1REGULATORY REVIEW1-18-2023EROSION CONTROL LEGENDSF2TAC RESPONSE03-07-2023 SMOKEY ROW ROAD / E 136TH STREET6TYP.6TYP.TPTP TPTP TPTPTP9928TPTP SFSFINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080GD1.6SITE DEMOLITION PLAN - WEST1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE SITE DEMOLITION PLAN - NORTH - GD1.3 SEE SITE DEMOLITION PLAN - CENTER - GD1.2 SEE SITE DEMOLITION PLAN - SOUTH - GD1.1 DEMOLITION LEGENDAPPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP TREE PROTECTION REQUIREDAPPROXIMATE LIMITS OF CONSTRUCTIONAPPROXIMATE LIMITS OF UTILITY LINE REMOVALLEGENDSEE SITE DEMOLITION PLAN - CENTER - GD1.2 DEMOLITION KEYNOTES (SOUTH BLDG) 6. BLACK OUT EXISTING PAVEMENT MARKING 9. PROTECT FENCE TO REMAIN 28. PROTECT STORM STRUCTURE & LINE TO REMAIN2ADDENDUM #11-25-2023COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-2023EROSION CONTROL LEGENDSF3TAC RESPONSE03-07-2023 UP REF.23'-8 5 /8 " 26'-6 3/ 8 " 23'-8 5/ 8 "28'-0 3 /8 " 20'-8 " 32'-7 5/ 8 " 20'-8 " 175'- 11 5/ 8 " 76'-0 "26'-0"76'-0" 52'-8" 31'-10"18'-9 5/8"PROPOSED NATATORIUMBUILDING ADDITIONF.F.E.= 831.98F.F.E.= 831.98F.F.E.= 831.98F.F.E.= 834.65FH1FH2FH4FH3GSMOKEY ROW ROAD / E 136TH STREETE MAIN STREET2 BUILDING ADDITIONS3101261254831214131010987654321112210268BUILDING ADDITION158G0.1MASTER PARKING PLAN1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN WEREPROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.GENERAL NOTESKEYNOTESPROPOSED BICYCLE RACKS MOUNTED TO EXISTING SIDEWALKS(NOT IN CONTRACT)PROPOSED BICYCLE RACKS MOUNTED TO NEW SIDEWALKS(NOT IN CONTRACT)11THE NUMBERS SHOWN IN THE SYMBOLS BELOW INDICATE THE QUANTITY OFBICYCLE RACKS PROPOSED IN A PARTICULAR AREA.1THE NUMBERS SHOWN IN THE SYMBOL BELOW INDICATE DESIGNATEDPARKING LOT IDENTIFICATION.PARKING LOT IDENTIFICATION NUMBERBICYCLE RACK LOCATION SUMMARY TABLE(NOT IN CONTRACT)LOCATIONBICYCLE RACKSMAIN BUILDING94FOOTBALL STADIUM28123137TENNIS COURTSMURRAY STADIUMTOTAL BICYCLE RACKS274TOTAL BICYCLE PARKING SPACESTHE ABOVE BICYCLE RACKS ACCOMMODATE 5,480 STUDENTSBICYCLE SPACES REQUIRED = 1 PER 20 STUDENTSBUILDING AREA SUMMARYYEAR(2002 THROUGH 2021)PROJECTEXIST. AREA SF.NEW AREA SF.TOTAL AREA SF.%ADDEDREMARKS2002FRESHMAN CENTER2004LOCKER ROOM2012PHYSICAL EDUCATION2019POOL ENTRANCE #212021DOCK STORAGE2021PERFORMING ARTS776,647950,591953,243980,852981,547982,955173,9442,65227,6096951,40825,464950,591953,243980,852981,547982,9551,008,41922.400.282.900.070.142.59BZA APPROVAL WITH VARIANCESNO CLASSROOM IN ADDITIONNO CLASSROOM IN ADDITIONNO CLASSROOM IN ADDITIONNO CLASSROOM IN ADDITIONNO CLASSROOM IN ADDITION2007TENNIS BUILDING1,700SEPARATE BUILDING AT STADIUM SITE2011SECURE ENTRANCE0NO NEW CONSTRUCTION2023NATATORIUM1,008,41993,2291,101,6489.25NO CLASSROOM IN ADDITIONOVERALL PARKING SUMMARYLOT NO.LOT NAMESTANDARD SPACEOLD SENIOR LOT651EXIST.PROPOSED65ADA SPACE0EXIST.0POLICE SPACE0EXIST.0BUS SPACE0EXIST.0TOTAL SPACES65EXIST.PROPOSED65234567891012131415DOOR 719194400002323FRONT LOT109103373300115113AUDITORIUM LOT520400000560WEST LOT69690000006969FRESHMAN CENTER LOT142142661100149149FIELDHOUSE LOT2929FITNESS CENTER LOT20222POOL LOT1100801000119TRAIL LOT152221070104152229SUBTOTAL76668627265504799697FOOTBALL HOME LOT95594211180000966960FOOTBALL SOUTH LOT185162040021 = 4221 = 42185166FOOTBALL VISITOR LOT507536960000516542FOOTBALL NORTH LOT77290000007729290000002900000000PROPOSEDPROPOSEDPROPOSED2,3942,543TOTALCITY OF CARMEL REQUIRED PARKING SPACES (174 CLASSROOMS x 10) + (583 EMPLOYEES) = 2,323(UPON COMPLETION OF THE NATATORIUM PROJECT)SUBTOTAL1,7241,6692028001,7441,69721 = 4221 = 42AVAILABLE PARKING SPACES UNTIL JUNE 2022 (LOTS 8 & 9) = 2,640PERMIT PARKING SPACES = 1334 (STUDENTS) + 583 (EMPLOYEES) = 1,917NOTES:1.THE CARMEL HIGH SCHOOL PARKING POLICY IS BASED ON PERMIT ISSUED PARKING. THERE ARE 1,917 PERMITS ISSUED.2.ENROLLMENT IS EXPECTED TO DROP BY 75 STUDENTS IN 2022 AND REMAIN LEVEL THROUGH 2029.3.BUS PARKING AT THE FOOTBALL STADIUM IS CURRENTLY 21 SPACES. THESE SPACES CAN ALSO BE USED FOR STUDENT PARKING AT TWO (2)STANDARD VEHICLE SPACES FOR EACH BUS SPACE. THE 21 BUS PARKING SPACES ALLOWS FOR 42 STUDENT PARKING SPACES.4.THE NATATORIUM PROJECT IS SCHEDULED FOR CONSTRUCTION IN JUNE OF 2022. LOTS 8 & 9 WITH 141 SPACES WILL BE AVAILABLE UNTIL THEN.5.THE CLASSROOM COUNT OF 174 EXCLUDES LABS AND OTHER EXTENDED LEARNING AREAS AS THE LATTER ARE SUPPLEMENTAL TOCLASSROOMS, AND ARE NOT OCCUPIED AT THE SAME TIME AS CLASSROOMS.11MURRAY FIELD LOT018020000020AVAILABLE PARKING SPACES AFTER JUNE 2022 = 2,347AVAILABLE PARKING SPACES AFTER DECEMBER 2023 = 2,441PROJECT PARKING SUMMARYLOT NO.(NATATORIUM BUILDING ADDITION)LOT NAMESTANDARD SPACEPOOL LOT1109EXIST.PROPOSED0ADA SPACE8EXIST.0POLICE SPACE1EXIST.0BUS SPACE0EXIST.0TOTAL SPACES119EXIST.0TRAIL LOT15210221070104152229MURRAY FIELD LOT01118020000020PROJECT TOTAL2822391091104293249NET LOSS = 44 SPACESPROPOSEDPROPOSEDPROPOSEDPROPOSEDFITNESS CENTER LOT20802000002202006000200400COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-2023 UP REF.23'-8 5 /8 "26'-6 3 /8 "23'-8 5 /8 "28'-0 3/8"20'-8"32'-7 5/8"20'-8 "175'-11 5/8"76'-0"26'-0 "76'-0 " 52'-8" 31'-10"18'-9 5/8"SMOKEY ROW ROAD / E 136TH STREETFINAL PLAT OFARDEN TOWNHOMESINS T R . # 2 0 0 7 0 0 1 1 7 1LOT1201LOT1202LOT1203LOT1204LOT1205LOT1206LOT1207LOT 1301LOT 1302LOT 1303LOT 1304LOT 1305LOT 1306LOT 1401LOT 1402LOT 1403LOT 1404LOT 1405LOT 1406LOT 1701LOT 1702LOT 1703LOT 1704LOT 401LOT 402LOT 403LOT 404LOT 405LOT 301LOT 302LOT 303LOT 304LOT 305LOT 201LOT 202LOT 203LOT 204LOT 205LOT 101LOT 102LOT 103LOT 104LOT 105COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEYCOMMON AREA "L"COMMON AREA "H"COMMON AREA "F"COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY KEYSTONE AVENUE / S.R. 431SMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431SMOKEY ROW ROAD / E 136TH STREET3 5 ' F RON T Y A RD S E T B AC K 3 0 ' GR E EN B E L T 3 5 ' FRO N T Y AR D S E T B AC K 3 0 ' GR E E N B E L T25' SIDE YARD SETBACKPROPERTY L INEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE1 9 ' - 4 "CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSCONSTRUCTIONLIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS35' FRONT YARD SETBACK204'564.6'1,035.7'525.2'202.9'1,241.9'1,044.7'CONSTRUCTION LIMITSGREYHOUND ACTIVITY CENTER91,019 SFSOUTH ENTRANCE BUILDINGS9,374 SFCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.G1.0SITE PLAN - OVERALL802400801601.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE SITE PLAN G1.4(SOUTH SUPPORT BUILDINGS PROJECT)SEE SITE PLAN G1.5(GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE PLAN G1.3(GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE PLAN G1.1(SOUTH SUPPORT BUILDINGS PROJECT)SEE SITE PLAN G1.6(NOT IN PROJECT)SEE SITE PLAN G1.2(NOT IN PROJECT)20' REAR YARD SETBACK1REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-20233TAC RESPONSE03-17-2023 REF.23'-8 5/8"26'-6 3/8"23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8"175'-11 5/8"76'-0"26'-0"76'-0"52'-8" 31'-10"18'-9 5/8"SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREET216171717171919198121777232991212128723388913131435' FRONT YARD SETBACKPROPERTY LINE15151515202020262626262626262615152026204'41404234044444440434042309003060INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.SOUTH ENTRANCE BUILDINGS = 9,374 SFGENERAL NOTESG1.1SITE PLAN - SOUTHSOUTH ENTRANCE BUILDINGSOUTH ENTRANCE BUILDINGSEE SITE PLAN G5.120'-0"25'-0"20'-0"20'-0"9'-0"9'-0"20'-0"25'-0"20'-0"20'-0"R15'-0"R15'-0"SEE SITE PLAN - SOUTHEAST - G1.4 SEE SITE PLAN - WEST - G1.6 (NOT IN PROJECT)SEE SITE PLAN - CENTER - G1.2 (NOT IN PROJECT)SEE SITE PLAN - SOUTHEAST - G1.4 LEGENDCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SITE KEYNOTES (SOUTH BUILDINGS)CONCRETE SIDEWALK - SEE DETAIL A/G4.11MONOLITHIC CURB & WALK - SEE DETAIL B/G4.11CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11CURB TO CURB CONNECTION - SEE DETAIL J/G4.11PROVIDE DOWEL BETWEEN NEW AND EXISTING CONCRETE SIDEWALK - SEEDETAIL K/G4.11LAWN AREA - SEE LANDSCAPE PLANSTRASH RECEPTACLE - AVAILABLE FROM SITESCAPES, STYLE AND COLOR TO BESELECTED6' LONG BENCH - AVAILABLE FROM SITESCAPES, STYLE AND COLOR TO BESELECTEDCONCRETE CONTROL JOINT - PER DETAIL C/G4.118' HT. ORNAMENTAL FENCE - PER DETAIL B/G4.124" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS4" WIDE YELLOW DASHED PAVEMENT MARKING (BUS) - PER SPECIFICATIONSASPHALT PAVEMENT - PER DETAIL L/G4.11EXPANSION JOINT - SEE DETAIL C/G4.11CROSSWALK - PER DETAILADA RAMP - TYPE 1ADA RAMP - TYPE 2ADA RAMP - TYPE 3ADA RAMP - TYPE 423789121314151617192026TYPTYPTYPTYPTYPTYP8'-0"R5'-0"R10'-0"8'-0"1 2 ' - 2 "8'-0"1REGULATORY REVIEW1-18-2023PROPOSED SITE LEGENDBUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTSEEDED LAWNAPPROXIMATE LIMITS OF CONSTRUCTION2TAC RESPONSE03-07-20233TAC RESPONSE03-17-20234041424344 UP TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 43122222211771718227137111218442284424821213131313241242124296121111113127777121010162715271515151515151515152192020203 5 ' FRO N T Y ARD S E T B AC K 3 0 ' GR E EN B E L T 20' SIDE YARD SETBACKPROPERTY LINE PROPERTY LINE74296269221222222020555525241224242425122012262626262626262626262626282828282828282828282828282828282828282828282828282828282828282828282828282828282929292929230307734343434341015121222363337101 9 ' - 4 "202.9'12729103839COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060PROPOSED SITE LEGENDBUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTSEEDED LAWNSYNTHETIC TURFNATIVE SEED MIX APPROXIMATE LIMITS OF CONSTRUCTION1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESG1.3SITE PLAN - NORTHSEE SITE PLAN G5.25'-0"5'-0"5'-0"5'-0"5'-0"20'-2"5'-0"5'-0"20'-0"20'-0"9'-8"20'-0"25'-0"R15'-0" R150'-0" R 5 0 ' R100'-0"LEGENDSEE SITE PLAN - WEST - G1.6(NOT IN PROJECT)SEE SITE PLAN - CENTER - G1.2 (NOT IN PROJECT)SEE SITE PLAN - NORTHEAST - G1.5SEE SITE PLAN - CENTER - G1.2 (NOT IN PROJECT)5'-0"5'-0"25'-0"9'-0"2G4.3 5'-0"20'-2"5'-0"SITE KEYNOTES (GAC)CONCRETE PAVEMENT - SEE DETAIL F/G4.1CONCRETE SIDEWALK - SEE DETAIL A/G4.1MONOLITHIC CURB & WALK - SEE DETAIL B/G4.1CONCRETE STOOP - SEE DETAIL 11 & 12/S3.02 & DWG S1.01CONCRETE COLLAR - SEE DETAIL E/G4.1CONCRETE EQUIPMENT PAD - REFER TO DETAIL K/G4.1CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.1CURB TO CURB CONNECTION - SEE DETAIL P/G4.1UTILITY AREA - REFER TO S1.01CONCRETE/ASPHALT INTERFACE - DETAIL N/G4.1CONCRETE WALL W/ RAILING - SEE SECTIONS 3, 4 & 5/G4.3LAWN AREA - SEE LANDSCAPE PLANSSYNTHETIC TURF SURFACING OVER AGGREGATE BASE - SEE DETAIL L/G4.1CONCRETE CONTROL JOINT - SEE DETAIL C/G4.16' HT. CHAIN LINK FENCE FENCE - MATCH EXISTING HEIGHT AND MATERIAL4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS4" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLERELOCATED DISCUS CAGE WITH 6" DEEP CONCRETE PAD & ALUMINUM DISCUSRINGASPHALT PAVEMENT - DETAIL A/G4.24' WIDE MAN GATE, MATCH EXISTING FENCE HEIGHT AND FABRICNATIVE PLANTINGS - SEE LANDSCAPE PLANWASHED RIVER ROCK - SEE LANDSCAPE PLANSTEEL EDGING - SEE LANDSCAPE PLANISOLATION JOINT - SEE DETAIL D/G4.1CONCRETE CONTROL JOINT - SEE DETAIL G/G4.1CONCRETE EXPANSION JOINT - SEE DETAIL C/G4.1CONCRETE EXPANSION JOINT - SEE DETAIL G/G4.1REMOVABLE BOLLARD - PER DETAIL J/G4.22" DIA. ALUMINUM HANDRAIL - PER ARCHITECTURAL PLANS & DIVISION 05SECTION "DECORATIVE METAL RAILINGS"CONCRETE WALL (FULL HEIGHT) - SEE SECTIONS 3, 4 & 5/G4.3CONCRETE STEPS - SEE SECTION 1/G4.2HANDRAIL - PER SECTION 1/G4.2DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANSSTEEL BOLLARD - PER DETAIL Q/G4.1123456789101112131516171819202122242526272829TYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYP30345G4.34G4.335G4.334G4.34 4 11G4.2363337ADDENDUM #11-6-2023G4.3G4.3 G4.3G4.3R 2 5 ' - 0 "2REGULATORY REVIEW1-18-202338393TAC RESPONSE03-07-2023GREYHOUND ACTIVITY CENTER91,019 SF4TAC RESPONSE03-17-2023 TBM#3 = 803.80SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 431123812122020202030' GREEN BELT35' FRONT YARD SETBACK12PROPERTY LINEPROPERTY LINE171717TYPTYPTYP23235517177773982111022101821122202018252535' FRONT YARD SETBACKLEGENDSEE SITE PLAN - NORTHEAST - G1.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE PLAN - SOUTH - G1.1INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 40120040801.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESG1.4SITE PLAN - SOUTHEAST242424SEE SITE PLAN G5.324COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.2ADDENDUM #11-25-20239'20'-0"25'-7"20'-0"25'-0"±5'9'±5'9'9'9'9'9'SITE KEYNOTES (SOUTH BUILDING)ADA ACCESSIBLE PARKING SIGN - SEE DETAIL P/G4.11MONOLITHIC CURB & WALK - SEE DETAIL B/G4.11CONCRETE COLLAR - SEE DETAIL E/G4.11CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11CURB TO CURB CONNECTION - SEE DETAIL J/G4.11PROVIDE DOWEL BETWEEN NEW AND EXISTING CONCRETE SIDEWALK - SEEDETAIL K/G4.11PARKING BUMPER - PER DETAIL Q/G4.11LAWN AREA - SEE LANDSCAPE PLANS4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS4" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONSASPHALT PAVEMENT - PER DETAIL L/G4.114" WIDE BLUE PAVEMENT STRIPE @ 3'-0" AT 45 DEGREES - PER DETAIL N/G4.11WHITE ADA LOGO ON BLUE BACKGROUND - PER DETAIL O/G4.11RIPRAP AT PIPE END SECTION - PER DETAILSEEDED NATIVE PLANT AREA - SEE LANDSCAPE PLANSLOPE NEW PAVEMENT AWAY FROM CURB AND MATCH EXISTING EDGE OFPAVEMENT GRADE, SLOPE AT 1.5% MIN. / 2.0% MAX.1357891012171820212223241REGULATORY REVIEW1-18-202325PROPOSED SITE LEGENDBUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTSEEDED LAWNAPPROXIMATE LIMITS OF CONSTRUCTION3TAC RESPONSE03-07-2023 KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 4311212121212122623 5 ' FRO N T Y ARD S E T B AC K 3 0 ' GR E EN B E L T 221PROPERTY LINE22151515282828282828COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060PROPOSED SITE LEGENDBUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTSEEDED LAWNSYNTHETIC TURFNATIVE SEED MIX APPROXIMATE LIMITS OF CONSTRUCTION1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESG1.5SITE PLAN - NORTHEASTLEGENDSEE SITE PLAN - NORTH - G1.3 SEE SITE PLAN - SOUTHEAST - G1.4 (NOT IN PROJECT)10'5'10'5'30'-0"150°5'SITE KEYNOTES (GAC)CONCRETE SIDEWALK - SEE DETAIL A/G4.1LAWN AREA - SEE LANDSCAPE PLANSCONCRETE CONTROL JOINT - SEE DETAIL C/G4.14' WIDE MAN GATE, MATCH EXISTING FENCE HEIGHT AND FABRICCONCRETE EXPANSION JOINT - SEE DETAIL C/G4.12121521TYPTYPTYP281REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-2023 SMOKEY ROW ROAD / E 136TH STREET171722TYP181821TYP22TYP21TYP18212210122301010110TYPTYPTYPTYP3021212122TYP22TYP18TYP181TYP10TYP202025' SIDE YARD SETBACKTYP77TYP812INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080G1.6SITE PLAN - WESTLEGENDSEE SITE PLAN - NORTH - G1.3SEE SITE PLAN - CENTER - G1.2 SEE SITE PLAN - SOUTH - G1.1 SEE SITE PLAN - CENTER - G1.29'10'27'-0"9'9'9'9'9'20'-0"9'9'9'5'25'-0"9' 20'-0"9'117'-0"13'-6"8'9'9'9'9'9'5'5'PROPOSED SITE LEGENDBUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTSEEDED LAWN1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSITE KEYNOTES (SOUTH BUILDING)ADA ACCESSIBLE PARKING SIGN - SEE DETAIL P/G4.11CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11CURB TO CURB CONNECTION - SEE DETAIL J/G4.11PARKING BUMPER - PER DETAIL Q/G4.11LAWN AREA - SEE LANDSCAPE PLANS4" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS4" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONSASPHALT PAVEMENT - PER DETAIL L/G4.114" WIDE BLUE PAVEMENT STRIPE @ 3'-0" AT 45 DEGREES - PER DETAIL N/G4.11WHITE ADA LOGO ON BLUE BACKGROUND - PER DETAIL O/G4.114" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE1781012171820212230COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-2023 UP REF.23'-8 5 /8 "26'-6 3 /8 "23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8 "175'-11 5/8"76'-0"26'-0"76'-0 " 52'-8" 31'-10"18'-9 5/8"TBM#1 = 813.74TBM#2 = 809.81TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINS T R . # 2 0 0 7 0 0 1 1 7 1LOT1201LOT1202LOT1203LOT1204LOT1205LOT1206LOT1207LOT 1301LOT 1302LOT 1303LOT 1304LOT 1305LOT 1306LOT 1401LOT 1402LOT 1403LOT 1404LOT 1405LOT 1406LOT 1701LOT 1702LOT 1703LOT 1704LOT 401LOT 402LOT 403LOT 404LOT 405LOT 301LOT 302LOT 303LOT 304LOT 305LOT 201LOT 202LOT 203LOT 204LOT 205LOT 101LOT 102LOT 103LOT 104LOT 105COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEYCOMMON AREA "L"COMMON AREA "H"COMMON AREA "F"COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY PROPERTY LINEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEST-106ST-105ST-104ST-110ST-107ST-108ST-109ST-112ST-103ST-101ST-102ST-113ST-111ST-118ST-120ST-117ST-119ST-114ST-116ST-121ST-122ST-115ST-123ST-124ST-125ST-208ST-211ST-210ST-211AST-209ST-204ST-207ST-206ST-202ST-303ST-201ST-203ST-205ST-304ST-302ST-301ST-401ST-212817.61806.99817.71817.71817.77817.00810.73810.09811.01811.56811.56OVERTOPPINGELEV.= 808.88EAST 136th STREETEAST 136th STREETOVERTOPPINGELEV.= 808.63OVERTOPPINGELEV.= 809.07111111111111222233333333333333444434343434CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSEMERGENCYSPILLWAYELEV.=802.65DRY DETENTION BASINTOP OF BANK = 804.6510 YEAR ELEVATION = 801.5010 YEAR RELEASE RATE = 4.49 CFS10 YEAR STORAGE VOLUME = 4.65 AC/FT100 YEAR ELEVATION = 802.65100 YEAR RELEASE RATE = 12.65 CFS100 YEAR STORAGE VOLUME = 9.91 AC/FTGREYHOUND ACTIVITY CENTERSOUTH ENTRANCEBUILDINGSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.G2.0GRADING PLAN - OVERALL80240080160SEE GRADING PLAN G2.4(SOUTH SUPPORT BUILDINGS PROJECT)SEE GRADING PLAN G2.5(GREYHOUND ACTIVITY CENTER PROJECT)SEE GRADING PLAN G2.3(GREYHOUND ACTIVITY CENTER PROJECT)SEE GRADING PLAN G2.1(SOUTH SUPPORT BUILDINGS PROJECT)SEE GRADING PLAN G2.6(NOT IN PROJECT)SEE GRADING PLAN G2.2(NOT IN PROJECT)GRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINETOP OF WALLEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED SURFACE DRAINAGE FLOW ARROWFLOOD ROUTING PATHMEGTCBC750.65EPFLTW FLOOD ROUTING KEYNOTES1.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE NORTHAND WEST SIDE OF THE ACTIVITY CENTER BUILDING WHEN 100YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A SOUTHERLYDIRECTION OVER PROPOSED AND EXISTING INLETS THENCONTINUES IN A SOUTHERLY DIRECTION TO EAST 136th STREETRIGHT OF WAY AND EVENTUALLY TO COOL CREEK.2.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE SOUTHSIDE OF THE ACTIVITY CENTER BUILDING AND THE SOUTH SOUTHSUPPORT BUILDING WHEN 100 YEAR FLOOD IS EXCEEDED. PATHTRAVELS IN A SOUTHERLY DIRECTION OVER PROPOSED ANDEXISTING INLETS THEN CONTINUES IN A SOUTHERLY DIRECTIONTO EAST 136th STREET RIGHT OF WAY AND EVENTUALLY TOCOOL CREEK.3.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE EASTSIDE OF THE ACTIVITY CENTER BUILDING WHEN 100 YEAR FLOODIS EXCEEDED. PATH TRAVELS IN A SOUTHERLY DIRECTION OVERPROPOSED AND EXISTING INLETS THEN CONTINUES INSOUTHERLY DIRECTION IN THE ACCESS DRIVE ON THE EAST SIDEOF THE FOOTBALL STADIUM AND THEN CONTINUES IN AEASTERLY DIRECTION IN THE EXISTING PARKING LOT ON THESOUTH SIDE OF THE TENNIS COURTS WERE IT FLOWS INTO THEEXISTING DRY DETENTION BASIN. THE EMERGENCY OVERFLOWFOR THE DRY DETENTION BASIN FLOWS IN A SOUTHERLYDIRECTION TO EAST 136th STREET RIGHT OF WAY ANDEVENTUALLY TO COOL CREEK.4.FLOOD ROUTING PATH FOR THE FAR EAST SIDE OF THE SITEWHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN ASOUTHERLY DIRECTION AND CONTINUES TO FLOW SOUTHERLYTO THE EXISTING DRY DETENTION BASIN. THE EMERGENCYOVERFLOW FOR THE DRY DETENTION BASIN FLOWS IN ASOUTHERLY DIRECTION TO EAST 136th STREET RIGHT OF WAYAND EVENTUALLY TO COOL CREEK.1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BETHE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THEDEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLRESTORED/REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.7.REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3 ANDSU2.48.REFER TO STORM STRUCTURE TABLE ON SHEET SU2.29.REFER TO PLAN SHEETS G2.1, G2.3, G2.4 AND G2.5 FORPROPOSED SPOT GRADE ELEVATIONS.10.ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT AREPRIVATE AND SHALL REMAIN PRIVATE.11.CONSTRUCTION LIMITS FOR THIS PROJECT DO NOT FALLWITHIN ANY FLOODPLAINS, FLOODWAY FRINGES ORFLOODWAYS.GENERAL NOTES100 YEAR INLET CASTING CAPACITY ELEVATION TABLESTRUCTURENUMBER100 YEAR ELEVATION(INLET 50% CLOGGED)101R-4342NEENAH INLETCASTING TYPE816.50TOP OF CASTINGELEVATION816.66100 YEAR ELEVATION(INLET 100% CLOGGED)817.61102R-4342816.50816.71817.61110R-3472817.51817.55817.77112R-4342816.96817.00817.00114R-3472810.24810.54810.73115R-3455-C809.72810.08810.09116R-3472810.20810.92811.01108R-3472817.35817.43817.71109R-3472817.35817.43817.71117R-4342811.10811.56811.56119R-4342810.52811.13811.56201R-3472806.06806.25806.99202R-3472806.11806.24806.99203R-3472805.99806.11806.99205R-3472805.98806.13806.99301R-3287-10V805.73806.99806.99302R-3287-10V805.73806.99806.99303R-3472806.08806.79806.991REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023APPROXIMATE LIMITS OF CONSTRUCTION SMOKEY ROW ROAD / E 136TH STREETTBM#2 = 809.81REF.23'-8 5/8"26'-6 3/8"23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8"175'-11 5/8"76'-0"26'-0"76'-0"52'-8" 31'-10"18'-9 5/8"FDCFDCFDCFDCFDCFDCFDCPROPERTY LINEST-208TOR: 808.89ST-204TOR: 806.51ST-207TOR: 806.45ST-206TOR: 806.25ST-202TOR: 806.11ST-303TOR: 806.08ST-201TOR: 806.06ST-203TOR: 805.99ST-205TOR: 805.98ST-304TOR: 805.92ST-301TOR: 805.63ST-302TOR: 805.64TC 806.26BC 805.76806.55MEG 808.65TC 806.47BC 805.97TC 809.17BC 808.67MEG 808.31MEG 807.10MEG 808.51809.31MEG 810.42MEG 809.80MEG 810.30MEG 809.21MEG 809.71MEG 809.72TC 809.98BC 809.48TC 810.22BC 809.72810.33810.10809.97810.09TC 809.73BC 809.23809.85MEG 808.45MEG 808.95MEG 806.92MEG 808.47MEG 806.51MEG 806.49MEG 806.91MEG 808.27MEG 808.31MEG 808.63MEG 807.02TC 806.55BC 806.05TC 806.55BC 806.05TC 806.41BC 805.91TC 806.39BC 805.89TC 806.28BC 805.78TC 806.42BC 805.92TC 807.48BC 806.98TC 809.17BC 808.67MEG 808.56MEG 809.06809.31807.59806.91806.80806.32806.10TC 806.48BC 805.98806.56810.17810.05810.08809.94TC 809.82BC 809.32MEG 809.01MEG 809.63MEG 809.74MEG 809.54MEG 810.04806.73806.73806.73806.73806.73806.73806.73806.73806.73806.73806.73TC 807.08BC 806.58TC 806.95BC 806.45TC 806.58BC 806.08MEG 806.35MEG 806.26806.14TC 807.08BC 806.58TC 806.94BC 806.44TC 806.58BC 806.08806.19MEG 806.40MEG 806.20MEG 806.54MEG 806.24MEG 806.43MEG 806.32MEG 806.51806.14806.16806.26806.25806.33MEG 806.42MEG 806.42FF=806.75FF=806.75FF=806.75FF=806.75FF=806.75FF=806.75FF=806.75FF=806.75FF=806.75FF=806.75FF=806.75MEG 809.31MEG 809.72MEG 809.71MEG 809.25309003060INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G2.1GRADING PLAN - SOUTHSOUTH ENTRANCE BUILDINGFINISH FLOOR = 806.75GRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINETOP OF WALLEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONAPPROXIMATE LIMITS OF CONSTRUCTIONMEGTCBCEPTCBC750.65FLTW1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSOUTH ENTRANCE BUILDINGFINISH FLOOR = 806.75COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SEE GRADING PLAN - WEST - G2.6 (NOT IN PROJECT)SEE GRADING PLAN - CENTER - G2.2 (NOT IN PROJECT)SEE GRADING PLAN - SOUTHEAST - G2.4 SEE GRADING PLAN - SOUTHEAST - G2.4 1REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023 TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431UPFDCFDC FDCFDCPROPERTY LINE PROPERTY LINEST-107TOR: 817.35ST-106TOR: 817.80ST-104TOR: 817.63ST-105TOR: 817.72ST-112TOR: 816.96ST-111TOR: 816.35ST-103TOR: 816.72ST-101TOR: 816.50ST-102TOR: 816.50ST-113TOR: 816.40ST-118TOR: 811.49ST-120TOR: 811.13ST-117TOR: 811.05ST-119TOR: 810.52ST-114TOR: 810.24ST-116TOR: 810.20ST-115TOR: 809.72ST-108TOR: 817.35ST-109TOR: 817.35ST-110TOR: 817.51TC 811.30BC 810.80TC 811.30BC 810.80810.73MEG 810.09MEG 810.27TC 811.07BC 810.57TC 811.09BC 810.59810.44TOR 809.72TC 810.87BC 810.37TC 811.31BC 810.81TC 811.64BC 811.14TC 811.89BC 811.39TC 811.07BC 810.57TC 810.95BC 810.45TC 811.16BC 810.66MEG 811.09MEG 810.81TC 811.85BC 811.35811.37810.82810.97TC 811.65BC 811.15TC 811.18BC 810.68TC 811.68BC 811.18811.56811.55TC 811.42BC 810.92TC 810.99BC 810.49TC 810.99BC 810.49TC 811.33BC 810.83TC 811.33BC 810.83810.58811.05TC 811.61BC 811.11TC 811.77BC 811.27MEG 811.45MEG 811.25MEG 811.27811.31812.04811.02811.45817.40811.45817.40817.40811.30813.30813.35815.35815.40817.40817.40817.78817.90817.98817.69817.69817.90MEG 811.31MEG 811.76812.53812.90TOR 810.38817.90817.90817.82817.82817.90817.90817.82817.82817.90817.90817.82817.82817.90817.50817.50817.90817.90817.50817.90817.50817.82817.82817.90817.90817.82817.82817.90817.90817.82817.90817.82817.90817.90816.72817.61817.90817.90817.82817.82817.90817.90817.82817.82817.90817.90817.82817.82817.90TOR 816.48TOR 816.84817.63817.49817.98817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00TC 811.14BC 810.64811.30811.30811.73810.99811.01FL 812.73FL 812.20FL 811.63FL 813.21FL 814.21FL 815.33FL 816.50811.80811.90811.66811.61811.55811.56811.99811.74811.82811.72811.89812.90812.57812.23812.98FL 812.10817.55817.55817.90817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98F.F.E. 818.00817.98817.55816.92817.86817.86817.90817.69MEG 818.43MEG 818.39MEG 812.34MEG 812.43TW 818.79TW 818.75TW 813.48TW 813.44818.29818.25813.06813.02812.98812.94812.80MEG 812.84818.20818.24813.34813.19TW 815.32TW 815.28MEG 816.17MEG 816.36CONNECT PROPOSEDUNDERDRAINS TO EXISTINGSTORM STRUCTURECONNECT PROPOSEDUNDERDRAINS TO EXISTINGSTORM STRUCTURECONNECT PROPOSEDUNDERDRAIN TO EXISTINGSTORM STRUCTURECONNECT PROPOSEDUNDERDRAIN TO PROPOSEDSTORM STRUCTURECOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.GREYHOUND ACTIVITY CENTERFINISH FLOOR = 818.00INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060G2.3GRADING PLAN - NORTHGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINETOP OF WALLEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONAPPROXIMATE LIMITS OF CONSTRUCTIONMEGTCBCEPTCBC750.65FLTW1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESADDENDUM #11-6-202312REGULATORY REVIEW1-18-20233TAC RESPONSE03-17-2023 TBM#3 = 803.80SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 431PROPERTY LINEPROPERTY LINE80.00' EMERGENCY SPILLWAYST-124TOR: 805.60ST-125End SectionINV. 799.54 (NW)ST-210TOR: 808.55ST-209TOR: 808.26ST-212End SectionINV. 797.83 (NW)ST-211TOR: 808.64ST-401RIM. = 802.65'INV. 797.22 (SW)ST-211ATOR: 808.33804.65MEG 804.65MEG 804.65804.65804.65804.65804.65804.65804.65804.65804.65804.65MEG 808.31MEG 808.63MEG 808.56MEG 809.06810.17810.05810.08809.94TC 809.82BC 809.32MEG 809.01MEG 809.63MEG 809.74MEG 809.54MEG 810.04MEG 799.00FL 799.54MEG 809.31MEG 809.72MEG 809.71MEG 809.25MEG 808.56MEG 808.59MEG 808.60MEG 808.45MEG 809.05MEG 809.07MEG 808.65MEG 808.56804.65802.65802.65MEG 808.15DRY DETENTION BASINTOP OF BANK = 804.6510 YEAR ELEVATION = 801.5010 YEAR RELEASE RATE = 4.49 CFS10 YEAR STORAGE VOLUME = 4.65 AC/FT100 YEAR ELEVATION = 802.65100 YEAR RELEASE RATE = 12.65 CFS100 YEAR STORAGE VOLUME = 9.91 AC/FTINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080G2.4GRADING PLAN - SOUTHEASTGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINETOP OF WALLEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONAPPROXIMATE LIMITS OF CONSTRUCTIONMEGTCBCEPTCBC750.65FLTW1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SEE SITE PLAN - NORTHEAST - G2.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE PLAN - SOUTH - G2.1 1REGULATORY REVIEW1-18-20232ADDENDUM #11-25-20233TAC RESPONSE03-17-2023 TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431MEGPROPERTY LINEST-118TOR: 811.49ST-120TOR: 811.13ST-117TOR: 811.05ST-119TOR: 810.52ST-121TOR: 809.96ST-123TOR: 807.59810.00809.00808.75MEG 811.09MEG 810.81TC 811.85BC 811.35811.37811.55TC 811.42BC 810.92811.80811.90811.66811.61811.55811.56811.99811.74811.82811.72811.89812.23ST-122TOR: 809.95COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060G2.5GRADING PLAN - NORTHEASTGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINETOP OF WALLEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONAPPROXIMATE LIMITS OF CONSTRUCTIONMEGTCBCEPTCBC750.65FLTW1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE GRADING PLAN - SOUTHEAST - G1.4 (NOT IN PROJECT)1REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023 UP REF.23'-8 5 /8 "26'-6 3 /8 "23'-8 5 /8 "28'-0 3/8"20'-8"32'-7 5/8"20'-8 "175'-11 5/8"76'-0"26'-0 "76'-0 " 52'-8" 31'-10"18'-9 5/8"TBM#1 = 813.74TBM#2 = 809.81TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINS T R . # 2 0 0 7 0 0 1 1 7 1LOT1201LOT1202LOT1203LOT1204LOT1205LOT1206LOT1207LOT 1301LOT 1302LOT 1303LOT 1304LOT 1305LOT 1306LOT 1401LOT 1402LOT 1403LOT 1404LOT 1405LOT 1406LOT 1701LOT 1702LOT 1703LOT 1704LOT 401LOT 402LOT 403LOT 404LOT 405LOT 301LOT 302LOT 303LOT 304LOT 305LOT 201LOT 202LOT 203LOT 204LOT 205LOT 101LOT 102LOT 103LOT 104LOT 105COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEYCOMMON AREA "L"COMMON AREA "H"COMMON AREA "F"COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY PROPERTY L INEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPTCWSFSFSFSFSF SF SF SF 1PTCWSFSFSFSFSFSFSFSFFDCFDCFDCCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSEXISTING DRY DETENTIONPOND - BMPAQUASWIRL XC-11(ON-LINE UNIT)AQUASWIRL XC-12(OFF-LINE UNIT)NATIVE VEGETATIONNATIVE VEGETATIONNATIVE VEGETATIONNATIVE VEGETATION"DO NOT SPRAY" SIGN"DO NOT SPRAY" SIGN"DO NOT SPRAY" SIGN"DO NOT SPRAY" SIGN"DO NOT SPRAY" SIGNGREYHOUND ACTIVITY CENTERSOUTH ENTRANCE BUILDINGSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.G3.0EROSION CONTROL PLAN -OVERALL80240080160SEE EROSION CONTROL PLAN G3.4(SOUTH SUPPORT BUILDINGS PROJECT)SEE EROSION CONTROL PLAN G3.5(GREYHOUND ACTIVITY CENTER PROJECT)SEE EROSION CONTROL PLAN G3.3(GREYHOUND ACTIVITY CENTER PROJECT)SEE EROSION CONTROL PLAN G3.1(SOUTH SUPPORT BUILDINGS PROJECT)SEE EROSION CONTROL PLAN G3.2(NOT IN PROJECT)1REGULATORY REVIEW1-18-2023SEE EROSION CONTROL PLAN G3.6(SOUTH SUPPORT BUILDINGS PROJECT)2TAC RESPONSE03-17-2023 REF.23'-8 5/8"26'-6 3/8"23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8"175'-11 5/8"76'-0"26'-0"76'-0"52'-8" 31'-10"18'-9 5/8"SMOKEY ROW ROAD / E 136TH STREETTBM#2 = 809.81PROPERTY LINE22222FDCFDCFDCFDCFDCFDCFDCPTCW564444223SFSFSFSF SFSFSFSFSFSFSFSFSFSFSF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF1111111118871010101010999992309003060INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G3.1EROSION CONTROL PLAN -SOUTHSOUTH ENTRANCE BUILDINGSOUTH ENTRANCE BUILDING1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.SEE DRAWING G4.1 FOR EROSION CONTROL DETAILS.3.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIREDBY THE INSPECTOR.GENERAL NOTES EROSION CONTROL KEYNOTES1.SILT FENCE2.INLET SEDIMENT PROTECTION3.CONSTRUCTION ENTRANCE DRIVE4.SEED DISTURBED AREAS5.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS6.CONCRETE WASHOUT7.SWPPP INFORMATION BOARD8.EROSION CONTROL BLANKET9.CONSTRUCTION LIMITS10.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN AND WORK AREAS IN ANORDERLY CONDITION. CLEAN WHEELS OF VEHICLESBEFORE LEAVING SITE TO AVOID TRACKING SOILONTO ROADS OR OTHER PAVED AREAS.EROSION CONTROL LEGENDCWSFSFPTSEE EROSION CONTROL PLAN - SOUTHEAST - G3.4 SEE EROSION CONTROL PLAN - WEST - G3.6 SEE EROSION CONTROL PLAN - CENTER - G3.2COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-2023 UP 2TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431PROPERTY LINE PROPERTY LINEPTCWSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSF SFSFSF SF22222222222222 22222211111111134444445678888810104999999FDCFDCFDCFDCCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.GREYHOUND ACTIVITY CENTERINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060G3.3EROSION CONTROL PLAN -NORTH1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.SEE DRAWING G4.1 FOR EROSION CONTROL DETAILS.3.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIREDBY THE INSPECTOR.GENERAL NOTES EROSION CONTROL KEYNOTES1.SILT FENCE2.INLET SEDIMENT PROTECTION3.CONSTRUCTION ENTRANCE DRIVE4.SEED DISTURBED AREAS5.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS6.CONCRETE WASHOUT7.SWPPP INFORMATION BOARD8.EROSION CONTROL BLANKET9.CONSTRUCTION LIMITS10.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN AND WORK AREAS IN ANORDERLY CONDITION. CLEAN WHEELS OF VEHICLESBEFORE LEAVING SITE TO AVOID TRACKING SOILONTO ROADS OR OTHER PAVED AREAS.EROSION CONTROL LEGENDCWSFPTSEE EROSION CONTROL PLAN -WEST - G3.6 (NOT IN PROJECT)SEE EROSION CONTROL PLAN - CENTER - G3.2 (NOT IN PROJECT)SEE EROSION CONTROL PLAN - NORTHEAST - G3.5SEE EROSION CONTROL PLAN - CENTER - G3.2 (NOT IN PROJECT)1REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-2023 TBM#3 = 803.80SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 431PROPERTY LINEPROPERTY LINE4444448888888222SFSF SFSF101041111999999991221313131313222INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080G3.4EROSION CONTROL PLAN -SOUTHEAST1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.SEE DRAWING G3.11 FOR EROSION CONTROL DETAILS.3.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIREDBY THE INSPECTOR.GENERAL NOTES EROSION CONTROL KEYNOTES2. INLET SEDIMENT PROTECTION4. SEED DISTURBED AREAS8. EROSION CONTROL BLANKET9. CONSTRUCTION LIMITS10. DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN AND WORK AREAS IN AN ORDERLYCONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS OROTHER PAVED AREAS.11. RIPRAP AT PIPE END SECTION - PER DETAIL J/G3.7112. ROCK DONUT - PER DETAIL K/G3.7113. DO NOT SPRAY SIGN - PER DETAIL L/G3.71EROSION CONTROL LEGENDCWSFSFPTSEE EROSION CONTROL PLAN - NORTHEAST - G3.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE EROSION CONTROL PLAN - SOUTH - G3.1 COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.2ADDENDUM #11-25-20231REGULATORY REVIEW1-18-20233TAC RESPONSE03-07-2023 TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431PROPERTY LINESFSFSF222244444999999COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060G3.5EROSION CONTROL PLAN -NORTHEAST1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.SEE DRAWING G4.1 FOR EROSION CONTROL DETAILS.3.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIREDBY THE INSPECTOR.GENERAL NOTES EROSION CONTROL KEYNOTES1.SILT FENCE2.INLET SEDIMENT PROTECTION3.CONSTRUCTION ENTRANCE DRIVE4.SEED DISTURBED AREAS5.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS6.CONCRETE WASHOUT7.SWPPP INFORMATION BOARD8.EROSION CONTROL BLANKET9.CONSTRUCTION LIMITS10.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN AND WORK AREAS IN ANORDERLY CONDITION. CLEAN WHEELS OF VEHICLESBEFORE LEAVING SITE TO AVOID TRACKING SOILONTO ROADS OR OTHER PAVED AREAS.EROSION CONTROL LEGENDCWSFPTSEE EROSION CONTROL PLAN - NORTH - G3.3 SEE EROSION CONTROL PLAN - SOUTHEAST - G3.4 (NOT IN PROJECT)1REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-2023 MmC2YmsB2OcAYoxB2YoxAYsnAYoxB2YwqAOcB2BrPROJECT SITEG3.6STORMWATER POLLUTIONPREVENTION PLANCall 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! Call 811 or 800-382-5544 Before you Dig!B1POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTVITIESTHERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHINERYINCLUDING DIESEL FUEL, HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE ANDOTHER PETROLEUM PRODUCTS. SOIL AND SEDIMENT DISTURBED DURING EARTHWORK ACTIVITIESCOULD BE BECOME POLLUTANTS IF THE TRANSPORT OF THESE MATERIALS BY WIND AND/ORWATER IS NOT MEDIATED BY EROSION CONTROL MEASURES. CONSTRUCTION VEHICLES NEED TOBE INSPECTED DAILY. CONTRACTOR SHALL HAVE SPILL CONTAINMENT TRAYS ALONG WITH AUNIVERSAL SPILL KIT ONSITE. ANY SPILL SHALL BE ADDRESSED IMMEDIATELY. CONTAMINATED SOIL/ STONE SHALL BE REMOVED.B2CONSTRUCTION ENTRANCETHE CONSTRUCTION ENTRANCE SHALL BE LOCATED AT THE ENTRANCE TO THE PROJECT. THEPLANNED LOCATION CAN BE FOUND ON THE EROSION CONTROL PLAN.B3TEMPORARY SURFACE STABILIZATIONTEMPORARY SURFACE STABILIZATION IS REQUIRED WHEN DISTURBED AREAS ARE EXPECTED TOREMAIN INACTIVE FOR A PERIOD EXCEEDING 7 DAYS. THESE AREAS ARE PLANNED FORTEMPORARY SEEDING ACCORDING TO THE SEEDING TABLE PROVIDED ON THE EROSION CONTROLDETAIL SHEET.MULCH AND STONE MAY BE USED AS WELL TO STABILIZE BARE SOIL. STABILIZATIONMUST BE COMPLETED 14 DAYS AFTER INITIATION.B4SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOWEROSION CONTROL BLANKET SERVES AS CONCENTRATED FLOW SEDIMENT CONTROL MEASURES.THESE MEASURES ARE SHOWN ON THE EROSION CONTROL PLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.B5SEDIMENT CONTROL MEASURES FOR SHEET FLOWSILT FENCE SEDIMENT CONTROL MEASURES ARE SHOWN ON THE EROSION CONTROL PLANS.DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.B6RUNOFF CONTROL MEASURESRUNOFF CONTROL MEASURES INCLUDE SILT FENCE WHICH IS SHOWN ON THE EROSION CONTROL PLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.B7STORMWATER OUTLET PROTECTIONSTORM WATER OUTLETS ALL DISCHARGE DIRECTLY TO NEW STORM SEWER STRUCTURES. OUTLETS ARE SHOWN ON THE EROSION CONTROL PLANS.B8GRADE STABILIZATION STRUCTURESRIP RAP APRONS AT OUTLETS WILL BE UTILIZED TO PREVENT GRADE DESTABILIZATION. SEEEROSION CONTROL PLANS FOR LOCATIONS. DETAILS CAN BE FOUND ON THE EROSION CONTROLPLANS.B9DEWATERING MANAGEMENTSHOULD DEWATERING BE NECESSARY, WATER SHALL BE DIRECTED TO A SEDIMENT BASIN ORSEDIMENT TRAP PRIOR TO DISCHARGE. DEWATERING BAGS MAY ALSO BE INTRODUCED TOCONTROL SEDIMENT.B10MEASURES IN WATERBODIESNO IN-STREAM WORK WILL BE REQUIRED ON THIS PROJECT.B11STORMWATER QUALITY MEASURES MAINTENANCE GUIDELINESSTORMWATER INLET CONTROL MEASURES CONSISTING OF TEMPORARY SEDIMENT BAGS ARESHOWN ON THE EROSION CONTROL PLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROLDETAIL SHEET. ANY DISCHARGE OF WATER FROM DEWATERING OR GROUND WATER FROMEXCAVATIONS, TRENCHES, FOUNDATIONS, ETC. MUST BE DIRECTED TO AN APPROPRIATESEDIMENT CONTROL MEASURE OR SERIES OF EROSION CONTROL MEASURES THAT MINIMIZE THEDISCHARGE OF SEDIMENT. CONTRACTOR SHALL MONITOR ALL EROSION CONTROL MEASURES ANDPERFORM MAINTENANCE AS OUTLINED IN THE MANUFACTURERS SPECIFICATIONS OR AS REQUIREDTO ENSURE PROPER WORKING ORDER OF EACH DEVICE. MONITORING AND MAINTENANCEGUIDELINES FOR EACH EROSION CONTROL BEST MANAGEMENT PRACTICE IS INCLUDED WITH THEDETAIL FOR THAT PRACTICE. EROSION CONTROL PRACTICE DETAILS ARE FOUND ON THE EROSIONCONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING WEEKLY INSPECTIONREPORTS FOR THE PURPOSE OF EVALUATING THE EFFECTIVENESS AND CONDITIONS OF THEINSTALLED PRACTICES. DAILY INSPECTIONS ARE REQUIRED DURING PERIODS OF RAINFALL EQUALTO OR EXCEEDING 1/2". MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED OR REPLACED.B12EROSION AND SEDIMENT CONTROL MEASURES BUILDING LOTSTHERE ARE NO INDIVIDUAL BUILDING LOTS CREATED AS PART OF THIS PROJECT.B13SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTATIONPRIOR TO MOBILIZING HEAVY EQUIPMENT, THE TEMPORARY STONE CONSTRUCTION ENTRANCESHALL BE INSTALLED. IMMEDIATELY UPON MOBILIZING, THE CONTRACTOR SHALL POST THENECESSARY PERMITS AND CONSTRUCTION GENERAL STORMWATER PERMIT DOCUMENTATION ATTHE ENTRANCE TO THE SITE. PRIOR TO STARTING EARTHWORK OPERATIONS OR ANY OTHER SOILDISTURBING ACTIVITY, ALL THE SILT FENCE SHALL BE INSTALLED . ALONG WITH THE SILT FENCEINSTALLATION, ALL EXISTING INLETS SHALL BE PROTECTED AS INDICATED ON THEPLAN.TEMPORARY SEEDING, EROSION CONTROL BLANKET AND RIPRAP SHALL BE INSTALLED ASEARTHWORK IS IMPLEMENTED. FINAL STABILIZATION SHALL INCLUDE REMOVAL OF ALL TEMPORARYCONTROL MEASURES, INSTALLATION OF TOPSOIL AND SEEDING IN AREAS TO RECEIVE PERMANENTSEEDING HAS BEEN ACHIEVED WITH 70% COVERAGE REALIZED, FINAL GRADES AND COMPACTIONARE COMPLETE, STORM STRUCTURES AND ROAD SURFACES HAVING BEEN CLEANED.B14MATERIAL HANDLING AND SPILL PREVENTIONSPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILLGUARDS FOR EQUIPMENTFUELING. EQUIPMENT IN NEED OF REPAIR SHALL BE REMOVED FROM SITE FOR THE NECESSARYMAINTENANCE. NO EQUIPMENT SPILLGUARDS SHALL BE 3'X3'X6" AND SHALL BE CONSTRUCTED OFA MATERIAL RESISTANT TO PETROLEUM PRODUCTS. ON-SITE FUEL STORAGE TANKS SHALL HAVEEMERGENCY STORAGE CAPACITY DIRECTLY BELOW THE TANK IN CASE OF RUPTURE. ANYHAZARDOUS MATERIAL SPILLAGE SHALL BE COLLECTED AND/OR CLEANED IMMEDIATELY BY ATRAINED INDIVIDUAL AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCALREGULATIONS.B15MATERIAL HANDLING AND STORAGE PROCEDURESWASTE CONTAINERS (TRASH RECEPTACLES MUST BE MANAGED TO REDUCE THE DISCHARGE OFPOLLUTANTS AND BLOWING OF DEBRIS. WASTE CONTAINERS MUST HAVE A COVER TO MINIMIZEEXPOSURE OF WASTE TO PRECIPITATION OR WASTE MUST BE REMOVED FROM THE SITE DAILY ANDDISPOSED OF PROPERLY. CONCRETE WASHOUT OUT AREAS ARE OUTLINED ON THE PLANS.PROPER INSTALLATION, MAINTENANCE AND UTILIZATION SHALL BE OBSERVED TO CONTROLCONCRETE AND CEMENTITIOUS WATER. CONCRETE WASHOUT AREAS SHALL BE LEAK PROOF ANDLOCATED AWAY FROM STORMWATER INLETS AND DISCHARGE POINTS. PROPER STORAGE ANDHANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES MUST BE IMPLEMENTED TOMINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER ORDEGRADE SOIL QUALITY.STORMWATER POLLUTION PREVENTION -DURING CONSTRUCTION - SECTION BSTORMWATER POLLUTION PREVENTION -POST CONSTRUCTION SECTON CC1POTENTIAL POLLUTANTS ASSOCIATED WITH PROPOSED LAND USETHE FUTURE USE OF THE IMPROVED AREAS INVOLVES THE DRIVING AND PARKING OFPRIVATE VEHICLES ON ASPHALT / STONE PAVED SURFACES. CONTAMINANTSTYPICALLY FOUND IN PARKING AREAS AND ON ROADS INCLUDE THE FOLLOWING;1.OIL & GREASE2.ANTIFREEZE3.BRAKE FLUID & BRAKE DUST4.RUBBER FRAGMENTS5.GASOLINE, DIESEL FUEL AND OTHER HYDROCARBONS6.METALS FROM VEHICLES7.GRIT AND SEDIMENT FROM WEARING OF THE ROAD SURFACE8.MATERIAL FALLING OR WASHING OFF OF VEHICLES9.TRASH AND OTHER BIOLOGICAL AGENTS CONTAINED IN THE TRASHC2PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURESDRY DETENTION SYSTEMTHE EXISTING DRY DETENTION SYSTEM WILL TEMPORARILY HOLD, AND GRADUALLYRELEASE EXCESS STORMWATER FROM STORM EVENTS WHILE PERFORMING ASEDIMENT REMOVAL FUNCTION. DETENTION IS ACHIEVED THROUGH THE USE OF ANOUTLET STRUCTURE THAT REGULATES THE RATE OF STORMWATER OUTFLOW. THEEXISTING DRY DETENTION POND WILL REMAIN IN PLACE AS A PERMANENT FEATUREPOST CONSTRUCTION.MECHANICAL BMP'STHE MECHANICAL BMP'S ARE LOCATED UPSTREAM OF THE EXISTING DRY DETENTIONPOND AND WILL REMAIN IN PLACE AS A PERMANENT FEATURE AFTER CONSTRUCTIONIS COMPLETED. THE PURPOSE OF THIS MEASURE IS TO PROVIDE A SEDIMENTREMOVAL FUNCTION.SEDIMENT SUMPA SEDIMENT SUMP IS DESIGNED TO RETAIN GRIT AND DEBRIS BELOW THE POINT OFOVERFLOW.GOOD HOUSE KEEPING MEASURESGOOD HOUSEKEEPING MEASURES SUCH AS REGULAR STREET VACUUMING,INSTALLATION OF TRASH RECEPTACLES, AND REDUCTION IN FERTILIZER OVERSPRAYCAN BE INCORPORATED BY THE OWNER AND/OR OCCUPANT.VACUUM CLEAN ALL PAVED AREAS PRIOR TO REMOVING INLET PROTECTION.NATIVE VEGETATIONNATIVE VEGETATION HELPS FILTER OUT POLLUTANTS AND INCREASE STORMWATERUPTAKE THROUGH THE PLANT ROOTS.C3PLAN DETAIL FOR STORMWATER MEASURESDETAILS FOR STORMWATER MEASURES ARE SHOWN ON THE EROSION CONTROLDETAIL SHEETC4SEQUENCE OF STORMWATER MEASURE IMPLEMENTATIONAN EXISTING STORMWATER DRY DETENTION BASIN IS LOCATED AT THE SOUTHEASTCORNER OF THE SITE. THIS DRY BASIN WILL BE UTILIZED FROM THE OUTSET OFCONSTRUCTION. OBSERVATION OF THIS WILL BE CONDUCTED THROUGHOUTCONSTRUCTION AND A FINAL INSPECTION WILL BE CONDUCTED AT THE END OFCONSTRUCTION TO ADDRESS ANY SEDIMENT REMOVAL REQUIREMENTS.C5MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATER QUALITYMEASURESMAINTENANCE REQUIREMENTS FOR THE STORMWATER QUALITY MEASURES WHICHWILL REMAIN IN PLACE AFTER CONSTRUCTION IS COMPLETE, ARE DESCRIBEDBELOW. REFER TO THE BMP OPERATIONS AND MAINTENANCE MANUAL FOR MOREDETAILED MAINTENANCE REQUIREMENTS.EXISTING DRY DETENTION PONDINSPECT PERIODICALLY AS NEEDED AFTER EACH MAJOR RAINFALL EVENT OR ATLEAST EVERY SIX MONTHS. ANY TRASH OR DEBRIS ACCUMULATED WITHIN THESYSTEM SHOULD BE REMOVED IMMEDIATELY. SEDIMENT AND TRASH DEBRIS SHALLBE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS.MECHANICAL BMP'SFREQUENT INSPECTION AND CLEANING IS CRITICAL FOR PROPER OPERATION.RECOMMENDED INSPECTION AND MAINTANCE SCHEDULES VARY WITHMANUFACTURER.SEDIMENT SUMPFREQUENT INSPECTION AND CLEANING IS CRITICAL FOR PREVENTING/REDUCINGSEDIMENT FROM ENTERING THE UNDERGROUND DETENTION SYSTEM. RECOMMENDINSPECTING AFTER EACH MAJOR RAINFALL EVENT.C6RESPONSIBLE ENTITY FOR POST CONSTRUCTION MEASURESTHE SKILLMAN GROUPJACOB BOWER3834 SOUTH EMERSON AVENUEINDIANAPOLIS, IN. 46203PHONE: 317-788-5142EMAIL: jbower@skillman.comCall 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! Call 811 or 800-382-5544 Before you Dig!COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.A2VICINITY MAPTHE VICINITY MAP IS LOCATED ON THIS SHEET. THE PROJECT SITE IS ADJACENT TOTHE CARMEL HIGH SCHOOL FOOTBALL STADIUM LOCATED ON THE NORTH SIDE OFSMOKEY ROW ROAD WEST OF STADIUM DRIVE.A3PROJECT NARRATIVETHIS PROJECT INVOLVES THE CONSTRUCTION OF A NEW ACTIVITY CENTER BUILDINGAND A SUPPORT BUILDING INCLUDING RELATED INFRASTRUCTURE.A4LATITUDE AND LONGITUDELATITUDE N 39° 59' 19.3"; LONGITUDE W 86° 07' 10.9"A5LEGAL DESCRIPTIONTHE PROJECT PROPERTY IS LOCATED IN HAMILTON COUNTY INDIANA ON THE CARMELHIGH SCHOOL CAMPUS. (LEGAL DESCRIPTION UNDER SEPERATE COVER)A611 x 17 INCH PLATREFER TO SITE PLANA7BOUNDARIES OF 100 YEAR FLOODPLAINS, FLOODWAY FRINGES ANDFLOODWAYSNO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ARE LOCATED ON THIS SITEA8ADJACENT LAND USEADJACENT LAND USE IS RESIDENTIAL ON ALL SIDES.A9IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDLCOOL CREEK DOES NOT HAVE AN ESTABLISHED TMDLA10RECEIVING WATERSTHE RECEIVING WATER IS COOL CREEK LOCATED ON THE SOUTH SIDE OF SMOKEYROW ROAD.A11IDENTIFICATION OF DISCHARGES TO WATER ON 303(d) LISTVIA THE IDEM ATTAINS RECORD COOL CREEK IF THREATEND BY ELEVATED PATHOGENLEVELS.A12SOILS MAP AND SOIL DESCRIPTIONTHE SOILS MAP AND SOIL DESCRIPTIONS CAN BE FOUND ON THIS SHEET.A13WETLANDS, LAKES AND WATER COURSESTHERE ARE NO WETLANDS, LAKES OR WATER COURSES LOCATED WITHIN THEPROJECT SITE.A14STATE AND/OR FEDERAL WATER QUALITY PERMITSA CONSTRUCTION GENERAL STORMWATER PERMIT WILL BE NEEDED FROM THEINDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENTA15EXISTING VEGETATIVE COVERTHE EXISTING SITE VEGETATION MAINLY CONSISTS OF GRASS AND MAINTAINED LAWNAREAS.A16EXISTING SITE TOPOGRAPHYTHE EXISTING SITE TOPOGRAPHY CAN BE FOUND ON THE SITE SURVEY. THE SITE GENERALLY SLOPES FROM NORTH TO SOUTH.A17STORMWATER DISCHARGE ENTERING SITESTORMWATER DISCHARGE DOES NOT ENTER THE PROJECT SITE.A18STORMWATER DISCHARGE LEAVING SITESTORMWATER DISCHARGE WILL LEAVE THE SITE VIA A STORM SYSTEM COMPRISEDOF EXISTING AND PROPOSED STORM PIPES AND STRUCTURES. ONSITE STORMWATERIS COLLECTED IN THE EXISTING DRY DETENTION BASIN PRIOR TO RELEASE.A19LOCATION OF EXISTING STRUCTURESLOCATION OF ALL EXISTING STRUCTURES CAN BE FOUND ON THE SURVEY SHEETS.A20EXISTING PERMANENT RETENTION / DETENTION FACILITIES / WETLANDSTHERE IS AN EXISTING DRY DETENTION BASIN LOCATED AT THE SOUTHEAST CORNEROF THE PROJECT SITE. SEE SURVEY SHEETS.A21STORMWATER DIRECT DISCHARGE TO GROUNDWATERTHERE ARE NO INFILTRATION WELLS, SINKHOLES OR DRYWELLS CURRENTLYLOCATED OR PROPOSED FOR THE PROJECT SITE.A22PROJECT AREATHE TOTAL PROJECT SITE AREA IS 48.84± ACRES. THE PROJECT AREA IS DEPICTED ONTHE EROSION CONTROL PLANSA23DISTURBED AREATHE TOTAL OF DISTURBED AREA IS TO BE 14.67± ACRES.A24PROPOSED FINAL TOPOGRAPHYFINAL TOPOGRAPHY IS DEPICTED ON THE GRADING PLANS.A25LOCATION OF BOUNDARIES OF DISTURBED AREASDISTURBED AREAS ARE NOTED ON THE EROSION CONTROL PLAN.A26LOCATION OF STORMWATER DRAINAGE SYSTEMSTORMWATER SYSTEMS ARE LOCATED ON ALL SIDES OF THE PROJECT. SEE SITEUTILITY PLANS.A27LOCATION OF STORMWATER AND NON-STORMWATER DISCHARGELOCATIONSSTORMWATER COLLECTED BY STORM STRUCTURES AND UNDERGROUND PIPESLEAVE THE SITE FROM THE EXISTING DRY DETENTION BASIN LOCATED AT THESOUTHEAST CORNER OF THE PROJECT SITE . SEE SITE UTILITY PLANS.A28LOCATION OF SITE IMPROVEMENTSSITE IMPROVEMENTS CAN BE FOUND ON THE SITE PLANS. SITE UTILITIES CAN BEFOUND ON THE SITE UTILITY PLANS. NO OFFSITE IMPROVEMENTS ARE PART OF THISPROJECT.A29SOIL STOCKPILESNO SOIL STOCKPILES WILL BE CREATED AS PART OF THIS PROJECT. DEMOLITION MATERIALS WILL REMOVED FROM SITE AND DISPOSED OF AT AN APPROVED SITE.A30CONSTRUCTION SUPPORT ACTIVITIESSTAGING AREA FOR CONSTRUCTION LAYDOWN IS PLANNED FOR THE EAST SIDE OFTHE PROJECT AREA. A31LOCATION OF IN-STREAM ACTIVITIESNO IN-STREAM ACTIVITY WILL BE USED ON THIS PROJECTA32HYDROLOGIC UNIT CODETHE HYDROLOGIC UNIT CODE FOR THIS PROJECT IS: 05120201090030A33PRE-CONSTRUCTION AND POST CONSTRUCTION PEAK DISCHARGEQ PRE (10YR.) = 21.46 cfs Q POST (10 YR.) = 4.49 cfsASSESSMENT OF CONSTRUCTION PLAN ELEMENTSSECTION AA1PLAN INDEXASSESSMENT OF CONSTRUCTION PLAN ELEMENTSA1PLAN INDEX - SWPP PLAN SHEETA2VICINITY MAP - SWPP PLAN SHEETA3PROJECT NARRATIVE - SWPP PLAN SHEETA4LATITUDES AND LONGITUDE - SWPP PLAN SHEETA5LEGAL DESCRIPTION - SEE SURVEY SHEETSA611"X17" PLAN - SEPARATE DOCUMENTA7BOUNDARIES 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS - SURVEY SHEETSA8ADJACENT LAND USE - SWPP PLAN SHEETA9IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDLA10RECEIVING WATERSA11IDENTIFICATION OF DISCHARGES TO WATER ON 303(d) LISTA12SOIL MAP AND SOIL DESCRIPTION - SWPP PLAN SHEETA13WETLANDS, LAKES AND WATER COURSES - EROSION CONTROL PLANSA14STATE AND FEDERAL WQ PERMITS - SWPP PLAN SHEETA15EXISTING VEGETATIVE COVER - SITE SURVEY SHEETSA16EXISTING SITE TOPOGRAPHY - SITE SURVEY SHEETSA17 STORMWATER DISCHARGE ENTERING SITE - GRADING PLANSA18 STORMWATER DISCHARGE LEAVING SITE - GRADING PLANSA19LOCATION OF EXISTING STRUCTURES - SITE SURVEY PLANSA20EXISTING PERMANENT RETENTION / DETENTION FACILITIES WETLANDSSITE SURVEY SHEETSA21STORMWATER DISCHARGE TO GROUNDWATER - GRADING PLANSA22PROJECT AREA - SWPP PLAND AND SITE PLANSA23DISTURBED AREA - EROSION CONTROL PLANSA24 PROPOSED FINAL TOPOGRAPHY -GRADING PLANSA25LOCATION OF BOUNDARIES OF DISTURBED AREAS - EROSION CONTROLPLANSA26LOCATION OF STORMWATER DRAINAGE SYSTEM - SITE UTILITY PLANSA27LOCATION OF STORMWATER AND NON-STORMWATER DISCHARGE LOCATIONS - GRADING PLANSA28LOCATION OF SITE IMPROVEMENTS - SITE PLANSA29SOIL STOCKPILES - NONEA30CONSTRUCTION SUPPORT ACTIVITIES - SWPP PLANA31LOCATION OF IN-STREAM ACTIVITIES - NONEA32HYDROLOGIC UNIT CODE - SWPP PLANA33PRE CONSTRUCTION AND POST CONSTRUCTION DISCHARGE -SWPP PLANSTORM WATER POLLUTION PREVENTION - DURING CONSTRUCTIONB1POTENTIAL POLLUTION SOURCES - SWPP SHEETB2CONSTRUCTION ENTRANCE - EROSION CONTROL PLANSB3TEMPORARY SURFACE STABILIZATION - EROSION CONTROL PLANSB4SEDIMENT CONTROL MEASURES FOR CONCENTRATEDFLOW - EROSION CONTROL PLANSB5SEDIMENT CONTROL MEASURES FOR SHEETFLOW - EROSION CONTROL PLANSB6RUNOFF CONTROL MEASURES - EROSION CONTROL PLANSB7STORM WATER OUTLET PROTECTION - EROSION CONTROL PLANSB8GRADE STABILIZATION STRUCTURES - NONEB9DEWATERING MANAGEMENT - EROSION CONTROL DETAIL SHEETB10MEASURES IN WATERBODIES - NONEB11STORMWATER QUALITY MEASURES MAINTENANCE GUIDELINESSWPP SHEETB12 EROSION AND SEDIMENT CONTROL MEASURES BUILDING LOTS - NONEB13 SEQUENCE OF STORM WATER QUALITY MEASURES - SWPP SHEETB14MATERIAL HANDLING AND SPILL PREVENTION - SWPP SHEETB15MATERIAL HANDLING AND STORAGE PROCEDURES - SWPP SHEETSTORM WATER POLLUTION PREVENTION - POST CONSTRUCTIONC1POTENTIAL POLLUTANTS ASSOCIATED WITH PROPOSE LAND USESWPP SHEETC2PROPOSED POST CONSTRUCTION STORM WATER QUALITY MEASURESSWPP SHEETC3PLAN DETAIL FOR STORMWATER MEASURES - EROSION CONTROL PLANSC4LOCATION, DIMENSION, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE - EROSION CONTROL PLANSC5MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATERQUALITY MEASURES - SWPP SHEETC6RESPONSIBLE PERSON POST CONSTRUCTION - SWPP SHEETGENERAL EROSION CONTROL REQUIREMENT NOTES1.PERSONNEL ASSOCIATED WITH THE PROJECT MUST BE INFORMED OFTHE TERMS AND CONDITIONS OF A CONSTRUCTION STORMWATERGENERAL PERMIT (CGSP), THE REQUIREMENTS WITHIN THESTORMWATER POLLUTION PREVENTION PLAN (SWP3) AND THEREQUIREMENTS OF THE EROSION CONTROL PLAN . THE PERMITTEE ISREQUIRED TO DOCUMENT THIS PROCESS. PERSONNEL INCLUDE BUT ARENOT LIMITED TO: GENERAL CONTRACTORS, CONSTRUCTIONMANAGEMENT FIRMS, GRADING/EXCAVATING CONTRACTORS, CONCRETESUPPLIERS, SWP3 RESPONSIBLE PERSONS AND THOSE RESPONSIBLEFOR ADMINISTERING THE SELF-MONITORING PROGRAM (SMP).2.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS DEEMEDNECESSARY MAY BE REQUIRED BY IDEM OR THE CITY INSPECTOR.SHEET REFERENCE1-6SURVEY SHEETSG1.0 - G1.5SITE PLANSG2.0 - G2.5GRADING PLANSG3.0 - G3.5EROSION CONTROL PLANSG3.6SWPP PLANG3.7EROSION CONTROL DETAILSSU1.0 - SU1.5SITE UTILITY PLANSSU2.1 - SU2.4SITE UTILITY DETAILSEROSION CONTROL REQUIREMENT NOTE:"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS ANDCONDITIONS OF THE CONSTRUCTION GENERAL STORMWATER PERMIT AND THESTORMWATER POLLUTION PREVENTION PLAN THAT AUTHORIZES THESTORMWATER DISCHARGE ASSOCIATED WITH ACTIVITIES FROM THECONSTRUCTION SITE. A TRAINED INDIVIDUAL, AS DEFINED BY THE NPDES GENERALPERMIT APPENDIX B, WILL BE USED FOR STORMWATER IMPLEMENTATION,SELF-MONITORING AND STORMWATER PROJECT MANAGEMENT.CONTRACTOR SIGNATURECONSTRUCTION SOLID WASTE MANAGEMENT1.PROVIDE CONTINUOUS SITE MONITORING AND CLEANUP. COLLECT TRASHON A DAILY BASIS. PROVIDE AS MANY WASTE BINS AS NEEDED TO KEEPSITE CLEAN OF LITTER AND WASTE. DURING EXTENDED PERIODS OFRAINFALL, WASTE BINS MUST BE COVERED.2.LOOSE MATERIALS RESULTING FROM THE CONSTRUCTION AND DEMOLITIONSHALL BE PROMPTLY REMOVED FROM THE SITE BY THE CONTRACTOR.WHEN NECESSARY TO STORE CONSTRUCTION AND DEMOLITION DEBRISONSITE, THE MATERIALS SHALL BE CONCEALED IN COVERED DUMPSTERSOR STOCKPILED AND COVERED. LOCATE STOCK PILES SUFFICIENTLY FARAWAY FROM DRAINAGE INLETS (50 FT MINIMUM SEPARATION).3.SEGREGATE AND RECYCLE WASTE MATERIALS WHEN APPROPRIATE.4.ARRANGE FOR REGULAR WASTE COLLECTION BY LICENSED TRASH HAULER.5.PROVIDE SECONDARY CONTAINMENT FOR HAZARDOUS MATERIALCONTAINERS.6.COMPLY WITH ALL STATE AND LOCAL SOLID WASTE DISPOSAL ANDNUISANCE REQUIREMENTS.7.TRAIN EMPLOYEES AND SUBCONTRACTORS TO USE PROPER SOLID WASTEMANAGEMENT PRACTICES.SANITARY WASTE MANAGEMENT1.DO NOT PLACE TEMPORARY FACILITIES (PORT-O-LETS) ON PAVED AREAS.LOCATE TEMPORARY FACILITIES AT LEAST 50 FEET FROM STORM DRAINAGEINLETS.2.UNTREATED RAW WASTEWATER MAY NOT BE DISCHARGED TO LAND, THESTORM DRAIN SYSTEM OR TO SURFACE WATER BODIES.3.SANITARY/SEPTIC FACILITIES SHOULD BE MAINTAINED IN GOOD WORKINGORDER BY A LICENSED SERVICE PROVIDER.4.ARRANGE REGULAR WASTE COLLECTION BY A LICENSED HAULER.WMP COOL CREEK WMPWATERSHED SPECIALISTKRISTI TODDPHONE317-308-3376EMAIL kmtodd@idem.in.govAUIDINW01A1_05AU NAMECOOL CREEKCATEGORY 2ASSESSEDYESIMPAIREDNOTHREATENEDNOON 303(d) LISTNOHAS TDMLNOHAS 4B PLANNOIDEM ATTAINSALUSFULLY SUPPORTINGFISHNOT ASSESSEDRECRFULLY SUPPORTING1REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-2023 AREA INLETSEDIMENT BAG - DETAIL EMETAL PINS OR STAPLES TOSECURE THE POLYETHYLENELINING TO THE STRAW BALESWOOD OR METAL STAKESTO SECURE THE STRAWBALES (2 PER STRAWBALE)STRAW BALE (ALTERNATIVEMATERIALS OR PRODUCTSMAY BE USED TO PROVIDESTRUCTURALCONTAINMENT.ALTERNATIVE MATERIALSOR PRODUCTS WILLREQUIRE DESIGNMODIFICATION.)PLAN VIEWNOT TO SCALEL = INSIDE LENGTH (10' MIN)W = INSIDE WIDTH (10' MIN)POLYETHYLENE LINING(10 MIL); THE LININGSHALL EXTEND OVERTHE STRAW BALES.COMPACTED SOILMATERIALSECTION A-ANOT TO SCALEEXCAVATIONSANDBAGS OR OTHERAPPROPRIATE ANCHORINGSYSTEM TOSECURE THE POLYETHYLENELININGASs =TL = TOP LENGTH OF EXCAVATION (10' MIN)BL = BOTTOM LENGTH OF EXCAVATIONTW = TOP WIDTH OF EXCAVATION (10' MIN)BW = BOTTOM WIDTH OF EXCAVATIONASS = ANCHORING SYSTEM TYPE AND SPACINGD = REQUIRED DEPTH TO CONTAIN WASHOUT INCLUDING 12" RAINFALL PLUS 12" FREEBOARDPOLYETHYLENELINING (10 MIL)SECTION B-BNOT TO SCALESANDBAGS OR OTHERAPPROPRIATE ANCHORING SYSTEMTO SECURE THE POLYETHYLENELININGWOOD OR METAL STAKESTO SECURE THE STRAWBALES (2 PER STRAWBALE)L=10'STRAW BALES ENTRENCHED 4INCHES INTO THE SOILD = 2'AAW=10'TL=10'BW=8'TW=10'BL=8'PLAN VIEWNOT TO SCALEABOVE GRADE SYSTEMBELOW GRADE SYSTEMSTANDARD WASHOUT - DETAIL ABCONSTRUCTION ENTRANCE - DETAIL D42513A3BNOTE:REFER TO GENERAL STAPLE PATTERN GUIDE FORCORRECT STAPLE PATTERN RECOMMENDATIONS FORSLOPE INSTALLATIONS.1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPAREDAREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDETRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVEREND (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGHOVERLAPPED AREA, APPROXIMATELY 12" APART.EROSION CONTROL BLANKET SLOPE INSTALLATION - DETAIL FUNDISTURBED GROUNDNO SCALESILT FENCE - DETAIL BMAINTENANCE:FLOW 4"12" MIN.24" MIN.FILTER FABRIC SECURE TO POSTSWITH 2" LATH. IN SWALES OR AREASOF CONCENTRATED FLOW,REINFORCE WITH 14 GA. x 6" WIREMESHFILL WITHCOMPACTEDSOILEMBED FILTER CLOTHMIN. 6" INTO GROUND2"X2" HARDWOOD OR1.33 LB/FT STEEL POSTMAX. SPACINGBETWEEN POSTS IS5'-0".1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OFTHE FENCE OR IS CAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,BRING DISTURBED AREA TO GRADE AND STABILIZE IT.SILT FENCESILT FENCESWALE & DETENTION BASINEROSION BLANKET - DETAIL H100SLOPE LENGTH IN FEET WITH ADDITIONAL STAPLES ON SIDE SLOPES.CHANNEL LININGS UTILIZE STAPLE PATTERN "C"STAPLE PATTERN - DETAIL GNO SCALEA4:1NOTES: 0 50 25 75SLOPE GRADIENT3:1A2:11:1BBLININGCHANNELADDITIONAL STAPLES AS REQUIREDB1 STAPLE PER SQ. YD.2751251501752002252503006'3'1 1/2 STAPLE PER SQ. YD.GENERAL STAPLE RECOMMENDATIONSBCCCCA3' 6'3'1'-6"1'-6"B3'2 STAPLE PER SQ. YD.3'4'3'C4' 2'1'-6"1'-6"EROSION CONTROL BLANKET1.STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS.2.STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUALRAINFALL.3.AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGEAREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED.4.CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDESLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAMBLANKET SHALL OVERLAP THE DOWNSTREAM.5.IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS AREINSTALLED, FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THATMANUFACTURER.SILT FENCE INLET PROTECTION - DETAIL CNO SCALEMAINTENANCE:1"x2" HARDWOODCROSSBRACINGREFER TO SILT FENCE SECTION FOR EMBEDMENT DETAILCATCH BASIN/DRAINAGE STRUCTURENOTE:36" WIDE NONWOVENPOLYPROPYLENE FABRIC1/2"x2"x24" WOODLATH AT EACH STAKEOVER FABRIC2"x2"x36" HARDWOODSTAKES WITHPOINTED END - AT 5'O.C.1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE ORIS CAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGINGDISTURBED AREA TO GRADE AND STABILIZE IT.G3.7EROSION CONTROL DETAILSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-2023SLOPE STABILIZATION SEED MIXPERMANENT GRASSESANDROPOGON GERARDII - BIG BLUESTEMBOUTELOUA CURTIPENDULA - SIDE-OATS GRAMACAREX SPP. - PRAIRIE SEDGE SPECIESELYMUS CANADENSIS - CANADA WILD RYEELYMUS VIRGINICUS - VIRGINIA WILD RYEPANICUM VIRGATUM - SWITCH GRASSSCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEMSORGHASTRUM NUTANS - INDIAN GRASSTEMPORARY COVERAVENA SATIVA - COMMON OATLOLIUM MULTIFLORUM - ANNUAL RYE2TAC RESPONSE03-07-2023 AREA INLETSEDIMENT BAG - DETAIL EMETAL PINS OR STAPLES TOSECURE THE POLYETHYLENELINING TO THE STRAW BALESWOOD OR METAL STAKESTO SECURE THE STRAWBALES (2 PER STRAWBALE)STRAW BALE (ALTERNATIVEMATERIALS OR PRODUCTSMAY BE USED TO PROVIDESTRUCTURALCONTAINMENT.ALTERNATIVE MATERIALSOR PRODUCTS WILLREQUIRE DESIGNMODIFICATION.)PLAN VIEWNOT TO SCALEL = INSIDE LENGTH (10' MIN)W = INSIDE WIDTH (10' MIN)POLYETHYLENE LINING(10 MIL); THE LININGSHALL EXTEND OVERTHE STRAW BALES.COMPACTED SOILMATERIALSECTION A-ANOT TO SCALEEXCAVATIONSANDBAGS OR OTHERAPPROPRIATE ANCHORINGSYSTEM TOSECURE THE POLYETHYLENELININGASs =TL = TOP LENGTH OF EXCAVATION (10' MIN)BL = BOTTOM LENGTH OF EXCAVATIONTW = TOP WIDTH OF EXCAVATION (10' MIN)BW = BOTTOM WIDTH OF EXCAVATIONASS = ANCHORING SYSTEM TYPE AND SPACINGD = REQUIRED DEPTH TO CONTAIN WASHOUT INCLUDING 12" RAINFALL PLUS 12" FREEBOARDPOLYETHYLENELINING (10 MIL)SECTION B-BNOT TO SCALESANDBAGS OR OTHERAPPROPRIATE ANCHORING SYSTEMTO SECURE THE POLYETHYLENELININGWOOD OR METAL STAKESTO SECURE THE STRAWBALES (2 PER STRAWBALE)L=10'STRAW BALES ENTRENCHED 4INCHES INTO THE SOILD = 2'AAW=10'TL=10'BW=8'TW=10'BL=8'PLAN VIEWNOT TO SCALEABOVE GRADE SYSTEMBELOW GRADE SYSTEMSTANDARD WASHOUT - DETAIL ABCONSTRUCTION ENTRANCE - DETAIL D42513A3BNOTE:REFER TO GENERAL STAPLE PATTERN GUIDE FORCORRECT STAPLE PATTERN RECOMMENDATIONS FORSLOPE INSTALLATIONS.1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME,FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPAREDAREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDETRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"OVERLAP.5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVEREND (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGHOVERLAPPED AREA, APPROXIMATELY 12" APART.EROSION CONTROL BLANKET SLOPE INSTALLATION - DETAIL FUNDISTURBED GROUNDNO SCALESILT FENCE - DETAIL BMAINTENANCE:FLOW 4"12" MIN.24" MIN.FILTER FABRIC SECURE TO POSTSWITH 2" LATH. IN SWALES OR AREASOF CONCENTRATED FLOW,REINFORCE WITH 14 GA. x 6" WIREMESHFILL WITHCOMPACTEDSOILEMBED FILTER CLOTHMIN. 6" INTO GROUND2"X2" HARDWOOD OR1.33 LB/FT STEEL POSTMAX. SPACINGBETWEEN POSTS IS5'-0".1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OFTHE FENCE OR IS CAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT,BRING DISTURBED AREA TO GRADE AND STABILIZE IT.SILT FENCESILT FENCESWALE & DETENTION BASINEROSION BLANKET - DETAIL H100SLOPE LENGTH IN FEET WITH ADDITIONAL STAPLES ON SIDE SLOPES.CHANNEL LININGS UTILIZE STAPLE PATTERN "C"STAPLE PATTERN - DETAIL GNO SCALEA4:1NOTES: 0 50 25 75SLOPE GRADIENT3:1A2:11:1BBLININGCHANNELADDITIONAL STAPLES AS REQUIREDB1 STAPLE PER SQ. YD.2751251501752002252503006'3'1 1/2 STAPLE PER SQ. YD.GENERAL STAPLE RECOMMENDATIONSBCCCCA3' 6'3'1'-6"1'-6"B3'2 STAPLE PER SQ. YD.3'4'3'C4' 2'1'-6"1'-6"EROSION CONTROL BLANKET1.STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS.2.STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUALRAINFALL.3.AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGEAREAS IS DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHALL BE UTILIZED.4.CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDESLOPES REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAMBLANKET SHALL OVERLAP THE DOWNSTREAM.5.IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS AREINSTALLED, FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THATMANUFACTURER.SILT FENCE INLET PROTECTION - DETAIL CNO SCALEMAINTENANCE:1"x2" HARDWOODCROSSBRACINGREFER TO SILT FENCE SECTION FOR EMBEDMENT DETAILCATCH BASIN/DRAINAGE STRUCTURENOTE:36" WIDE NONWOVENPOLYPROPYLENE FABRIC1/2"x2"x24" WOODLATH AT EACH STAKEOVER FABRIC2"x2"x36" HARDWOODSTAKES WITHPOINTED END - AT 5'O.C.1.INSPECT WEEKLY AND AFTER EACH STORM EVENT.2.IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3.REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE HEIGHT OF THE FENCE ORIS CAUSING FABRIC TO BULGE.4.TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5.AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGINGDISTURBED AREA TO GRADE AND STABILIZE IT.G3.71EROSION CONTROL DETAILSROCK DONUT - DETAIL KNO SCALECOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! RIPRAP AT END SECTION - DETAIL JNO SCALE1REGULATORY REVIEW1-18-20232ADDENDUM #11-25-2023SWALE SEED MIXPERMANENT GRASSES/SEDGESANDROPOGON GERARDII - BIG BLUESTEMCAREX CRISTATELLA - CRESTED OVAL SEDGECAREX LURIDA - BOTTLEBRUSH SEDGECAREX SPP. - PRAIRIE SEDGE SPECIESCAREX STIPATA - COMMON FOX SEDGECAREX VULPINOIDEA - BROWN FOX SEDGEELYMUS CANADENSIS - CANADA WILD RYEELYMUS VIRGINICUS - VIRGINIA WILD RYEJUNCUS EFFUSUS - COMMON RUSHPANICUM VIRGATUM - SWITCH GRASSSCIRPUS ATROVIRENS - DARK GREEN RUSHSCIRPUS CYPERINUS - WOOL GRASSSPARTINA PECTINATA - PRAIRIE CORD GRASSTEMPORARY COVERAVENA SATIVA - COMMON OATFORBSALISMA SUBCORDATUM - COMMON WATER PLANTAINASCLEPIAS INCARNATA - SWAMP MILKWEEDCOREOPSIS TRIPTERIS - TALL COREOPSISEUTHAMIA GRAMINIFOLIA - COMMON GRASS-LEAVED GOLDENRODEUTROCHIUM MACULATUM - SPOTTED JOE-PYE WEEDIRIS SPP. - BLUE FLAG SPECIESLIATRIS SPICATA - MARSH BLAZING STARLYCOPUS AMERICANUS - COMMON WATER HOREHOUNDMIMULUS RINGENS - MONKEY FLOWERPENTHORUM SEDOIDES - DITCH STONECROPPYCNANTHEMUM VIRGINIANUM - COMMON MOUNTAIN MINTRUDBECKIA SUBTOMENTOSA - SWEET BLACK-EYED SUSANRUDBECKIA TRILOBA - BROWN-EYED SUSANSENNA HEBECARPA - WILD SENNASYMPHYOTRICHUM NOVAE-ANGLIAE - NEW ENGLAND ASTERVERBENA HASTATA - BLUE VERVAINZIZIA AUREA - GOLDEN ALEXANDERS3TAC RESPONSE03-07-2023 SMOKEY ROW ROAD / E 136TH STREETPTCWSFSFSFSF113671044SFSFSFSF11022228COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060G3.8EROSION CONTROL PLAN - WEST1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.SEE DRAWING G4.1 FOR EROSION CONTROL DETAILS.3.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIREDBY THE INSPECTOR.GENERAL NOTES EROSION CONTROL KEYNOTES1.SILT FENCE2.INLET SEDIMENT PROTECTION3.CONSTRUCTION ENTRANCE DRIVE4.SEED DISTURBED AREAS5.PORTABLE TOILET - ANCHOR TO PREVENT SPILLS6.CONCRETE WASHOUT7.SWPPP INFORMATION BOARD8.EROSION CONTROL BLANKET9.CONSTRUCTION LIMITS10.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEAN AND WORK AREAS IN ANORDERLY CONDITION. CLEAN WHEELS OF VEHICLESBEFORE LEAVING SITE TO AVOID TRACKING SOILONTO ROADS OR OTHER PAVED AREAS.EROSION CONTROL LEGENDCWSFPTLEGENDSEE SITE PLAN - SOUTH - G3.1 SEE SITE PLAN - CENTER - G3.29'10'27'-0"9'9'9'9'9'SEE SITE PLAN - NORTH - G3.3SEE SITE PLAN - CENTER - G3.2 1TAC RESPONSE03-07-2023 COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G4.1SITE DETAILS1.5% SLOPETOOLED CONTROL JOINTR1"SEE PLANS4"6"6"1'-6"45°MONOLITHIC CURB AND WALK - DETAIL BNO SCALE4" OF COMPACTED #53 STONECOMPACTED SUBGRADENOTES:1.CURB SHALL HAVE 1/2" EXPANSION JOINTS AT48'-0" MAX. AND AT ENDS OF RADII. CONTROLJOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTEDON PLANS.2.CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OFTOTAL THICKNESS OF SLAB.CURBPAVINGWALKTRANSVERSEJOINTSLONGITUDINALCONTROL JOINTTOP OFPAVEMENT6"6"6x6, W2.9xW2.9, WWF (EPOXY COATED)4500 psi CONCRETE SIDEWALK4" CONCRETE SIDEWALK - DETAIL A4" COMPACTED #53 STONEWIDTH VARIES (SEE PLAN SHEETS)COMPACTED SUBGRADE4"FINISHGRADE4500 psi CONCRETE SIDEWALK1" = 1'-0"NOTES:6x6, W2.9xW2.9, WWF (EPOXY COATED)1.CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLEDAFTER EACH FINISHING OPERATION.2.PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEENWALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.3.SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.1/2" = 1'-0"1/2"1/2" PREFORMED EXPANSIONJOINT FILLER WITH SEALANTVERTICAL SURFACECONCRETE SIDEWALK ORPAVEMENT PER PLANPAVEMENT ISOLATION JOINT - DETAIL DNO SCALED/4 1/8" SAWEDCONTROL JOINTD CONSTRUCT CONTROLJOINTS AS SHOWN ON PLAN(MAX. SPACING @ 6'-0" o.c.)NOTE:1/4" RADIUSCONCRETE SIDEWALK CONTROL JOINT - DETAIL CCONTROL JOINT - SJD 1'-0"1'-0"1" DIA. DRILLED HOLEEMBED DOWEL IN EPOXY GROUT1/2" PREFORMED EXPANSIONJOINT FILLER MATERIAL1/2" SMOOTH DOWELSx 2'- 0" LONG @ 1'-6" o.c.1/2" SEALANTD/2D/2EXPANSION JOINT - EJCURB JOINT - DETAIL J6" CONCRETE CURB (STRAIGHT) - DETAIL H1" = 1'-0"1'-6"6"6"NOTES:1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING ANDAT ENDS OF ALL RADII.4" COMPACTEDGRANULAR MATERIALCOMPACTEDSUBGRADER1"TOP OFPAVEMENTCONCRETE SIDEWALK(WHERE APPLICABLE)1/2" EXPANSION JOINTCONCRETE STORM INLET COLLAR - DETAIL ED D/4 1/8" SAWED CONTROL JOINTGREASE & DOWEL CAP WITH BAR STOP@ BOTH ENDS1/2" SEALANT1/2" EXP. JT. FILLERNOTE:EXPANSION JOINT - "EJ"CONTROL JOINT - "CJ"CONCRETE PAVEMENT JOINT - DETAIL GNO SCALED/2 PROVIDE 1" DIA. x 1'-6"LONG EPOXY-COATEDDOWEL @ 12" o.c.1.CONSTRUCT EXPANSION JOINTS @ 40' MAX. AND CONTROLJOINTS @ 10' MAX. UNLESS OTHERWISE NOTED.2.JOINT SEALANT SHALL BE FUEL RESISTANT, TRAFFIC GRADE,POLYSULFIDE, THIOKOL 2282 OR EQUAL SEALANT PER FEDERALSPECIFICATION SS-S-200E24" x 1" DIA. SMOOTH EPOXY COATED BAR @ 18" C.C.D/2D/2 8"6"NO SCALE8" CONCRETE PAVEMENT - DETAIL FCOMPACTED AGGREGATE BASE #53COMPACTED SUBGRADECONCRETE PAVEMENT (4,500 PSI)COARSE BROOM FINISH6x6, W2.9xW2.9, WWF (EPOXY COATED)1" = 1'-0"CONCRETE EQUIPMENT PAD - DETAIL KSEE PLAN#4 AT 12"EACH WAY6" COMPACTEDGRANULAR MATERIALCOMPACTED SUBGRADE6"6"6"1'-6" 6"FINISH GRADE3" CLR.2" CLR.112" CLR.#4 (CONT).PROVIDE (3) #4CORNER BARS (TYP).18"18"SYNTHETIC TURF - DETAIL LBIKE RACK - DETAIL MNO SCALENOTE:-INSTALLATION OF BIKE RACKS TO BE SEPARATE CONSTRUCTION CONTRACT.-BIKE RACKS TO BE APEX INVERTED U BIKE RACK AVAILABLE FROM SITESCAPES(888-331-9464) P.O. BOX 22326 LINCOLN, NE 68542. COLOR TO BE SELECTED BYOWNER.-BIKE RACKS TO BE SURFACE MOUNTED.112"6"1'-0"TOP OF ASPHALTPAVMENT4"CONCRETE SIDEWALK/PAVEMENT PERDETAIL THIS SHEETCOMPACTED SUBGRADECOMPACTED AGGREGATE #53#5 BAR CONT.1" = 1'-0"CONCRETE / ASPHALTPAVEMENT INTERFACE - DETAIL NSTAIR SIDE WALL - DETAIL OADDENDUM #11-6-2023CONCRETE CONNECTION - DETAIL P1" = 1'-0"DD/2 D/2 1'-0"EMBED 12"EXIST. CONCRETENEW CONCRETEEMBED DOWEL IN EPOXY GRUT#5 DOWEL AT 18" o.c.1/2" PREFORMED EXPANSIONJOINT AND SEALANT1" DIA. DRILLED HOLE2REGULATORY REVIEW1-18-20238" BARRIER POST - DETAIL Q3TAC RESPONSE03-07-2023 COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G4.2SITE DETAILSEXISTING PAVEMENTNEW PAVEMENT1"1'-0"PAVEMENT INTERFACE - DETAIL B 1" = 1'-0"NEW PAVEMENTMILLED SURFACESEE PAVEMENTDETAIL THIS SHEETEXISTING PAVEMENTSAWCUTTACK COAT1"SAWCUTTACK COATSEE PAVEMENTDETAIL THIS SHEET3'-0"45°45°PAINTED PARKING ISLANDS - DETAIL C4"SEE PLAN FOR COLOR4" WIDE PAINTED LINESNO SCALEBRACE BANDRAIL ENDLINE POST CAPFABRIC: 9GAFABRIC TIE: 11GATOP RAIL: 1.66", 2.27 LB/FTFABRIC SELVAGE: KNUCKLEDKNUCKLED SELVAGEW/TENSION WIRE ONBOTTOMSEE DETAIL D/G4.2 FORPOST FOOTING DETAIL(TYP.)END & CORNER POSTS10'-0" BAR LENGTH6'-0" HEIGHTNOMINALB-1FENCE HEIGHTB-2BAR LENGTH8'-8"H-1HEIGHT ABOVE GRADE6'-0 5/8" HEIGHT ABOVE GRADE5'-8 7/8" H-2LINE POSTSPOST CAP: MALLEABLE ORALUM D.C.CORNER/END POST: 2.875",5.79 LB/FT10'-O" O.C.LINE POST: 2.375",3.65 LB/FTTENSION BANDTENSION BAR:3/16" x 3/4"H-2 H-1 B-2 SEE PLAN SHEETS FOR LOCATIONS B-1 SEE PLAN SHEETS FOR LOCATIONSPOST SIZEo.d. x wall thickness (min.)2 3/8" x 0.154o.d. x wall thickness (min.)2 3/8" x 0.154POST SIZECHART AA B C FINISH GRADE1 1/2" MAX.12" DIA.14" DIA.18" DIA.4"4"3"1 1/2" 1'-0 1/2"COMPACTED AGGREGATE #53MEDIUM DUTY ASPHALT PAVEMENT - DETAIL LCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #2RAILSTOP AND BRACEUSE FABRIC UNDER 10' HT. GATE FRAME1.90" O.D.1.66" O.D.SCHED. 40SCHED. 40THERMALLY FUSED TO GALVANIZED (ZINC COATED) STEEL PIPE.THERMALLY FUSED TO ZINC COATED WIRE. ALL POSTS, RAILS 1. CHAIN LINK FENCE FABRIC SHALL HAVE BLACK PVC COATING AND BRACING SHALL ALSO HAVE BLACK PVC COATING,NOTE:U F 2 1/2"B-1 2"H-1 OPENING - FACE TO FACESSEE DETAIL D/G4.2FOR DEPTH ANDWIDTH OF FOOTING(TYP.)POST TOPGATEPOSTFOR POST SIZES.2. REFER TO SPEC. SECTION 32 31 13 CHAIN LINK FENCES AND GATES 1" = 1'-0"REMOVABLE BOLLARD - DETAIL J#3 TIES @ 1'-4" O.C.(2)#5 BARS CONTINUOUS(TOP AND BOTTOM)1/4" RADIUS1/2" EXPANSION JOINTMATERIAL WITH SEALANTREFLECTIVE WHITE TAPERELIANCE FOUNDARY R-8464BOLLARD, OR APPROVED EQUALCOLOR TO BE SELECTED BYOWNERCONCRETE4" COMPACTED #53STONEDRAINAGE PIPE CONNECTING TODRAINAGE ROCK LAYER1'- 8"10"10"3'-0"CONCRETE PAVEMENT- PER DETAIL A/G4.13'-0"1" = 1'-0"BOLLARD - DETAIL H#3 TIES @ 1'-4" O.C.(2)#5 BARS CONTINUOUS(TOP AND BOTTOM)1/4" RADIUS1/2" EXPANSION JOINTMATERIAL WITH SEALANTREFLECTIVE WHITE TAPERELIANCE FOUNDARY R-8460BOLLARD, OR APPROVED EQUALCOLOR TO BE SELECTED BYOWNERCONCRETE4" COMPACTED #53STONE1'- 8"10"10"3'-0"CONCRETE PAVEMENT- PER DETAIL A/G4.13'-0"ADDENDUM #11-6-202312REGULATORY REVIEW1-18-2023 CONCRETE STOOP - SEE DETAIL11 & 12/S3.02 & DWG S1.01CONCRETE SIDEWALK - PERDETAIL A/G4.1EXISTING SYNTHETIC TURF ANDCURBINGEXISTING STORM PIPEPROPOSED STORM PIPESYNTHETIC TURF - PER DETAIL L/G4.1NAILER STRIP - PER DETAIL L/G4.1NAILER STRIP - PER DETAIL L/G4.120"ELEV=821.23' (TOP OF CONCRETE WALL BEYOND)ELEV=819.73'8"4"4"4"4"MONOLITHIC CURB & WALK -PER DETAIL B/G4.1ASPHALT PAVEMENT - PERDETAIL A/G4.2ISOLATION JOINT - PERDETAIL D/G4.1ELEV=817.40'CONCRETE PAVEMENT -PER DETAIL F/G4.12" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURALPLANS & DIVISION 05 SECTION "DECORATIVE METALRAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FORLOCATIONS OF FULL WALL HEIGHT1/2" CHAMFEREMBED RAILING INTOCONCRETE WALLELEV=VARIES FROM 811.02' TO812.04' (SEE GRADING PLAN)TRENCH DRAIN - SEE SITE UTILITY PLAN20" 2'-0"#8 DOWELS AT 6" O.C.#9 BARS AT 9" O.C.KEYWAY#9 @ 16" O.C. OR #8 @ 12" O.C.#9 @ 16" O.C. OR #8 @ 12" O.C.T/FTG ALWAYS 18" BELOW ELEV. = 811.02'CONCRETE RETAININGWALL WITH FORM LINERREFER TO ARCHITECTURALSPECIFICATIONS6" PERFORATED HDPE PIPE- SEE SITE UTILITY PLANFILTER FABRIC#8 AGGREGATEISOLATION JOINT - PERDETAIL D/G4.120"ELEV=VARIES (TOP OF CONCRETE WALL BEYOND)ELEV=VARIES8"4"4"4"4"TOP OF CONCRETECONCRETE PAVEMENT -PER DETAIL F/G4.12" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURALPLANS & DIVISION 05 SECTION "DECORATIVE METALRAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FORLOCATIONS OF FULL WALL HEIGHT1/2" CHAMFEREMBED RAILING INTOCONCRETE WALLELEV=VARIES ±811.31 (SEEGRADING PLAN)20"2'-0"#8 DOWELS AT 6" O.C.#8 BARS AT 12" O.C.KEYWAY#8 @ 12" O.C. #8 @ 12" O.C.T/FTG ALWAYS 18" BELOW ELEV. = 811.02'CONCRETE RETAININGWALL WITH FORM LINERREFER TO ARCHITECTURALSPECIFICATIONS6" PERFORATED HDPE PIPE- SEE SITE UTILITY PLANFILTER FABRIC#8 AGGREGATEISOLATION JOINT - PERDETAIL D/G4.120"ELEV=VARIES (TOP OF CONCRETE WALL BEYOND)ELEV=VARIES8"4"4"4"4"TOP OF CONCRETECONCRETE PAVEMENT -PER DETAIL F/G4.12" WIDE ALUMINUM RAILING - REFER TO ARCHITECTURALPLANS & DIVISION 05 SECTION "DECORATIVE METALRAILINGS"2"CONCRETE WALL BEYOND - SEE SITE PLAN FORLOCATIONS OF FULL WALL HEIGHT1/2" CHAMFEREMBED RAILING INTOCONCRETE WALLELEV=VARIES ±811.31 (SEEGRADING PLAN)20"2'-0"#8 DOWELS AT 6" O.C.#7 BARS AT 12" O.C.KEYWAY#7 @ 12" O.C.#7 @ 12" O.C.T/FTG ALWAYS 18" BELOW ELEV. = 811.02'6" PERFORATED HDPE PIPE- SEE SITE UTILITY PLANFILTER FABRIC#8 AGGREGATEISOLATION JOINT - PERDETAIL D/G4.1NOTES:VERTICAL CONSTRUCTION JOINTS MUST BE LOCATED AT VERTICAL CONTROL JOINTS.1.CONSTRUCTION JOINTS MUST HAVE THE APPEARANCE OF A CONTROL JOINT. (I.E. BEVELLED JOINT)2.MAXIMUM SPACING OF CONTROL JOINTS SHALL BE THE SMALLER OF 20'-0" OR TWO TIMES THE WALL HEIGHT.3.SEAL ALL CONTROL JOINTS LOCATED ON THE EXPOSED FACE.4.1" AT FACE OF WALL1/2" AT BACK OF STRIP1 1/2"1 1/2"1 1/2"1 1/2"FORM BOARDCUT EVERY OTHERHORIZONTAL BAR(EACH FACE ATCONTROL JOINT)FORM BOARDSEE NOTE 4REMOVABLE BEVELLEDWOOD STRIPDUMBBELLWATERSTOPVERTICAL REINFORCINGUNEXPOSEDFACEEXPOSED FACEXCONCRETE WALLUNEXPOSEDFACEWOOD STRIPLEFT INCONCRETEXEXPOSED FACEVERTICAL REINFORCINGHORIZONTALREMOVABLEWOOD STRIPBEVELLEDREINFORCINGWOOD STRIPCONCRETELEFT INHORIZONTALREINFORCINGNOTCH REMOVABLEWOOD STRIP AT 8"o.c.FOR NAILINGFORM BOARDFORM BOARDPLAN VIEWSECTION X-XWALL FOOTINGFLOOR SLABVERTICAL CONTROLJOINT (TYP.)18'-0" O.C.CLCL(SEE NOTE 3)INTERMEDIATEVERTICAL REVEALSEQUALEQUALEQUALCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G4.3SITE DETAILS4'-10"1'-8"6'-6"3'-6"1'-8"5'-4"3'-4"1'-8"5'-4"NOTES:1.PROVIDE VERTICAL CONTROL JOINTS AT 8'-0” O.C. MAXIMUM. SUBMIT A WALL ELEVATION SHOWING PROPOSED CONTROL JOINTLOCATIONTO ARCHITECT FOR APPROVAL PRIOR TO CONSTRUCTION.2.VERTICAL CONSTRUCTION JOINTS IN WALL MUST BE LOCATED AT VERTICAL CONTROL JOINT LOCATIONS AND MUST HAVE THESAME BEVELED JOINT APPEARANCE AS CONTROL JOINTS.3.SEAL ALL CONTROL JOINTS LOCATED IN THE EXPOSED FACE.CONCRETE RETAININGWALL WITH FORM LINERREFER TO ARCHITECTURALSPECIFICATIONSNOTES:1.PROVIDE VERTICAL CONTROL JOINTS AT8'-0” O.C. MAXIMUM. SUBMIT A WALLELEVATION SHOWING PROPOSED CONTROLJOINT LOCATIONTO ARCHITECT FORAPPROVAL PRIOR TO CONSTRUCTION.2.VERTICAL CONSTRUCTION JOINTS IN WALLMUST BE LOCATED AT VERTICAL CONTROLJOINT LOCATIONS AND MUST HAVE THESAME BEVELED JOINT APPEARANCE ASCONTROL JOINTS.3.SEAL ALL CONTROL JOINTS LOCATED IN THEEXPOSED FACE.NOTES:1.PROVIDE VERTICAL CONTROL JOINTS AT8'-0” O.C. MAXIMUM. SUBMIT A WALLELEVATION SHOWING PROPOSEDCONTROL JOINT LOCATIONTO ARCHITECTFOR APPROVAL PRIOR TOCONSTRUCTION.2.VERTICAL CONSTRUCTION JOINTS INWALL MUST BE LOCATED AT VERTICALCONTROL JOINT LOCATIONS AND MUSTHAVE THE SAME BEVELED JOINTAPPEARANCE AS CONTROL JOINTS.3.SEAL ALL CONTROL JOINTS LOCATED INTHE EXPOSED FACE.SCALE: 3/4" = 1'-0"VERTICAL CONTROL JOINT IN WALL (V.C.J.) - DETAIL AADDENDUM #11-6-202312REGULATORY REVIEW1-18-2023 COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G4.4SITE DETAILSSOUTH FACE OF CONCRETE RAMP WALLS AND STAIR CONCRETEGUARDRAIL WALLS TO HAVE FORM LINER SIMILAR TO STYLE 15252BY FITZGERALD FORMLINERSSOUTH FACE OF CONCRETE RAMP WALLS AND STAIR CONCRETEGUARDRAIL WALLS TO HAVE FORM LINER SIMILAR TO STYLE 15252BY FITZGERALD FORMLINERS4'-11"4 1/2"4 1/2"UPPER RAMP/PLAZA LEVEL BEHIND WALLUPPER RAMP/PLAZA LEVEL BEHIND WALLUPPER RAMP/PLAZA LEVEL BEHIND WALLUPPER RAMP/PLAZA LEVELBEHIND WALLUPPER RAMP/PLAZA LEVEL BEHIND WALLHANDRAIL - PER SECTION 1/G4.3HANDRAIL - PER SECTION 1/G4.32" DIA. ALUMINUM HANDRAIL - PER ARCHITECTURAL PLANS (TYP) &DIVISION 05 SECTION "DECORATIVE METAL RAILINGS"CONCRETE WALL (FULL HEIGHT)- SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL (FULL HEIGHT)- SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL (FULL HEIGHT)- SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL (FULL HEIGHT)- SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL (FULL HEIGHT)- SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL (FULL HEIGHT)- SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE STEPS - SEE SECTION 1/G4.3 (TYP)CONCRETESTEPS - SEESECTION 1/G4.3(TYP)CONCRETE STEPS - SEE SECTION 1/G4.3 (TYP)CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3CONCRETE WALL W/ RAILING -SEE SECTIONS 3, 4 & 5/G4.3ADDENDUM #11-6-2023110'-0"116'-0"10'-0"152'-6"10'-0"50'-0"10'-0"107'-9 1/2"10'-0"2REGULATORY REVIEW1-18-2023 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G4.11SITE DETAILS1.5% SLOPETOOLED CONTROL JOINTR1"SEE PLANS4"6"6"1'-6"45°MONOLITHIC CURB AND WALK - DETAIL BNO SCALE4" OF COMPACTED #53 STONECOMPACTED SUBGRADENOTES:1.CURB SHALL HAVE 1/2" EXPANSION JOINTS AT48'-0" MAX. AND AT ENDS OF RADII. CONTROLJOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTEDON PLANS.2.CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OFTOTAL THICKNESS OF SLAB.CURBPAVINGWALKTRANSVERSEJOINTSLONGITUDINALCONTROL JOINTTOP OFPAVEMENT6"6"6x6, W2.9xW2.9, WWF (EPOXY COATED)4500 psi CONCRETE SIDEWALK4" CONCRETE SIDEWALK - DETAIL A4" COMPACTED #53 STONEWIDTH VARIES (SEE PLAN SHEETS)COMPACTED SUBGRADE4"FINISHGRADE4500 psi CONCRETE SIDEWALK1" = 1'-0"NOTES:6x6, W2.9xW2.9, WWF (EPOXY COATED)1.CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLEDAFTER EACH FINISHING OPERATION.2.PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEENWALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.3.SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.1/2" = 1'-0"1/2"1/2" PREFORMED EXPANSIONJOINT FILLER WITH SEALANTVERTICAL SURFACECONCRETE SIDEWALK ORPAVEMENT PER PLANPAVEMENT ISOLATION JOINT - DETAIL DNO SCALED/4 1/8" SAWEDCONTROL JOINTD CONSTRUCT CONTROLJOINTS AS SHOWN ON PLAN(MAX. SPACING @ 6'-0" o.c.)NOTE:1/4" RADIUSCONCRETE SIDEWALK CONTROL JOINT - DETAIL CCONTROL JOINT - SJD 1'-0"1'-0"1" DIA. DRILLED HOLEEMBED DOWEL IN EPOXY GROUT1/2" PREFORMED EXPANSIONJOINT FILLER MATERIAL1/2" SMOOTH DOWELSx 2'- 0" LONG @ 1'-6" o.c.1/2" SEALANTD/2D/2EXPANSION JOINT - EJCURB JOINT - DETAIL J6" CONCRETE CURB (STRAIGHT) - DETAIL H1" = 1'-0"1'-6"6"6"NOTES:1.PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.2.PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING ANDAT ENDS OF ALL RADII.4" COMPACTEDGRANULAR MATERIALCOMPACTEDSUBGRADER1"TOP OFPAVEMENTCONCRETE SIDEWALK(WHERE APPLICABLE)1/2" EXPANSION JOINTCONCRETE STORM INLET COLLAR - DETAIL EADA RAMP - DETAIL FWIDTH OF WALKD EQ.EQ.1" = 1'-0"EMBED 8"8"1" DIA. DRILLED HOLE1/2" PREFORMED EXPANSIONJOINT FILLER MATERIAL WITH1/2" SILICONE SEALANT1/2" DIA. SMOOTH DOWELSx 1'- 4" LONG AT 4" FROMTOP OF CURB1/2" SEALANTEXISTING CURBNEW CURBCONCRETE CURB CONNECTION - DETAIL GEMBED DOWELIN EPOXYGROUTDOWEL CAPCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.EXISTING PAVEMENTNEW PAVEMENT1"1'-0"PAVEMENT INTERFACE - DETAIL M1" = 1'-0"NEW PAVEMENTMILLED SURFACESEE PAVEMENTDETAIL THIS SHEETEXISTING PAVEMENTSAWCUTTACK COAT1"SAWCUTTACK COATSEE PAVEMENTDETAIL THIS SHEET4"4"3"1 1/2" 1'-0 1/2"COMPACTED AGGREGATE #53MEDIUM DUTY ASPHALT PAVEMENT - DETAIL LCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #23'-0"45°45°PAINTED PARKING ISLANDS - DETAIL N4"SEE PLAN FOR COLOR4" WIDE PAINTED LINESNO SCALENONEPAINTED A.D.A. SYMBOL - DETAIL ONOTE:1.SEE SPECIFICATIONS SECTION 321723 FORPAINT REQUIREMENTS.HANDICAP PARKING SIGN - DETAIL P2' FROM CURB , BU ILD ING OR END OF SPACE6"EQ.6' -0 "EQ.4" WIDE PAINTED PAVEMENT MARKING6"PARKING BUMPER - DETAIL QNO SCALEBEVELEDEDGE (TYP.)3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINSDRIVEN FLUSH WITH TOP. REINFORCEBUMPER WITH 2 - #3 BARS.NOTE:DIMENSIONS INDICATED AREMINIMUMS, MANUFACTURER'SSTANDARDS IN EXCESS AREACCEPTABLE.CONCRETE CONNECTION - DETAIL K1" = 1'-0"D D/2 D/2 1'-0"EMBED 12"EXIST. CONCRETENEW CONCRETEEMBED DOWEL IN EPOXY GRUT#5 DOWEL AT 18" o.c.1/2" PREFORMED EXPANSIONJOINT AND SEALANT1" DIA. DRILLED HOLEBIKE RACK - DETAIL RNO SCALENOTE:-INSTALLATION OF BIKE RACKS TO BE SEPARATE CONSTRUCTION CONTRACT.-BIKE RACKS TO BE APEX INVERTED U BIKE RACK AVAILABLE FROM SITESCAPES(888-331-9464) P.O. BOX 22326 LINCOLN, NE 68542. COLOR TO BE SELECTED BYOWNER.-BIKE RACKS TO BE SURFACE MOUNTED.2ADDENDUM #11-25-20231REGULATORY REVIEW1-18-20232'-0"SEE SITE PLAN FOR LIMITSPAINTED LINES (WHITETHERMOPLASTIC PAINT)2'-0"2'-0"CROSSWALK STRIPE - DETAIL SSEE SITE PLAN 3TAC RESPONSE03-17-2023 93 16"BRACKET OPTIONS134" FORERUNNER RAIL1" X .065 WALL PICKET8' O.C. NOM.8'-0" VERIFY HEIGHT WITH ARCHITECTURAL PLANS3'-0" MIN. FOOTING DEPTH 2" NOM. 118"TM2 1/2" X 2 1/2" X 0.80"ALUMINUM W/ REINFORCEDWEB, VERIFY W/ POST SIZINGCHARTVARIES WITH HEIGHT NOTE:1. VERIFY POST SIZING W/ MANUFACTURERS POST SIZING CHART.2. FENCE TO BE 4 RAIL ECHELON II MAJESTIC FENCE AVAILABLE FROM AMERISTAR FENCE,OR APPROVED EQUAL.3. COLOR TO BE SELECTED BY OWNER.334" TYPICALORNAMENTAL FENCE - DETAIL BCONCRETE WALK4"12" DIA. CONCRETE FOOTINGVARIES WITH HEIGHTORNAMENTAL GATE - DETAIL C8'-0" VERIFY HEIGHT WITH ARCHITECTURAL PLANS3'-0" MIN. FOOTING DEPTH 2" NOM. VARIES WITH HEIGHT VARIES WITH HEIGHT 93 16" 118"334" TYPICAL1" X .065 WALL PICKETGATE UPRIGHT2" X .250 WALL134" FORERUNNER RAILNOTE:1. VERIFY POST SIZING W/ MANUFACTURERS POST SIZING CHART.2. GATE TO BE 4 RAIL ECHELON II MAJESTIC GATE AVAILABLE FROM AMERISTAR FENCE, OR APPROVED EQUAL.3. ADDITIONAL STYLES OF GATE HARDWARE ARE AVAILABLE ON REQUEST. THIS COULD CHANGE THE LATCH & HINGE CLEARANCE4. COLOR TO BE SELECTED BY OWNER.5. VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS.POST SIZE VARIES WITH HEIGHT(SEE ECHELON II POST SIZING CHART)WELD ON BOX HINGE(REQUIRES STEEL POSTS SEE NOTE 3)134"13 4"PICKETS WELDED TO FORERUNNERRAIL PRIOR TO COATING2 2/8" (HINGE CLEARANCE)2 2/8" (HINGE CLEARANCE)3" (LATCH CLEARANCE)±6'-0" - SEE ARCHITECTURAL PLANSINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G4.12SITE DETAILSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.A B C FINISH GRADE1 1/2" MAX.12" DIA.14" DIA.18" DIA.1REGULATORY REVIEW1-18-2023 REF.26'-6 3/8"23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8"175'-11 5/8"76'-0"26'-0"76'-0"222222233333444444444677777715261515151515151516161616171818212122222222111101010121212121212251314141414135555556415202020201111111111111111111111112626262626262626262626262626262626262626261515272828272828REFER TOARCHITECTURALPLANS FORSIDEWALK ANDJOINTING BETWEENBUILDINGS29104001020INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! G5.1ENLARGED SITE PLAN - SOUTHSOUTH ENTRANCE BUILDING1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSOUTH ENTRANCE BUILDING15'-0"165°15'-0"165°9'-0"8'-0"20'-0"R30'-0"R30'-0"R30'-0" R30'- 0 "15'-9"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"20'-0"PROPOSED SITE LEGENDBUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTSEEDED LAWN3'-6"6'-0"36'-0"9'-0"COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SITE KEYNOTES (SOUTH BUILDING)ADA ACCESSIBLE PARKING SIGN - SEE DETAIL P/G4.11CONCRETE SIDEWALK - SEE DETAIL A/G4.11MONOLITHIC CURB & WALK - SEE DETAIL B/G4.11CONCRETE STOOP - SEE STRUCTURAL DWGCONCRETE COLLAR - SEE DETAIL E/G4.11ADA ACCESSIBLE RAMP - SEE DETAIL F/G4.11CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.11PARKING BUMPER - PER DETAIL Q/G4.11ISOLATION JOINT - PER DETAIL D/G4.11LAWN AREA - SEE LANDSCAPE PLANSTRASH RECEPTACLE - AVAILABLE FROM SITESCAPES, STYLE AND COLOR TO BESELECTED6' LONG BENCH - AVAILABLE FROM SITESCAPES, STYLE AND COLOR TO BESELECTEDCONCRETE CONTROL JOINT - PER DETAIL C/G4.118' HT. ORNAMENTAL FENCE - PER DETAIL B/G4.124" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS4" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONSASPHALT PAVEMENT - PER DETAIL L/G4.114" WIDE BLUE PAVEMENT STRIPE @ 3'-0" AT 45 DEGREES - PER DETAIL N/G4.11WHITE ADA LOGO ON BLUE BACKGROUND - PER DETAIL O/G4.11ORNAMENTAL FENCE (8' HT.) DOUBLE SWING GATES FOR 6' WIDE OPENING (3TOTAL), PROVIDE LATCH WITH LOCK AT EACH SET OF GATES - SEE DETAIL B &C/G4.12EXPANSION JOINT - SEE DETAIL C/G4.11WASHED RIVER ROCK - SEE DETAIL D/L2.1STEEL EDGING - SEE DETAIL E/L2.1BIKE RACK - PER DETAIL R/G4.111234561011121314151617182021222526TYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYP727288'-0"26'-0" (REFER TO ARCH. PLANS)292'-6"3'-0"1REGULATORY REVIEW1-18-2023 221111122333344444457711111134341134341415152727152717171712121262020205929292929292929292928282828281515262626262626262626262628282828282828151515262626267317313232323233333311113411283535COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 104001020G5.2ENLARGED SITE PLAN - NORTH1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESGREYHOUND ACTIVITY CENTERFINISH FLOOR = 818.0020'-0"9'-8"1'-8"20'-0"6"5'-0"9'-0"PROPOSED SITE LEGENDBUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTSEEDED LAWNPOLYURETHANE SURFACE1G4.33G4.35'-0"30'-8"5'-0"5'-0"SITE KEYNOTES (GAC)CONCRETE PAVEMENT - SEE DETAIL F/G4.1CONCRETE SIDEWALK - SEE DETAIL A/G4.1MONOLITHIC CURB & WALK - SEE DETAIL B/G4.1CONCRETE STOOP - SEE DETAIL 11 & 12/S3.02 & DWG S1.01CONCRETE COLLAR - SEE DETAIL E/G4.1CONCRETE EQUIPMENT PAD - REFER TO DETAIL K/G4.1CONCRETE STRAIGHT CURB - SEE DETAIL H/G4.1UTILITY AREA - REFER TO S1.01CONCRETE WALL W/ RAILING - SEE SECTIONS 3, 4 & 5/G4.3LAWN AREA - SEE LANDSCAPE PLANSCONCRETE STEPS - SEE SECTION 1/G4.3CONCRETE CONTROL JOINT - SEE DETAIL C/G4.14" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONSASPHALT PAVEMENT - DETAIL A/G4.2ISOLATION JOINT - SEE DETAIL D/G4.1CONCRETE CONTROL JOINT - SEE DETAIL G/G4.1CONCRETE EXPANSION JOINT - SEE DETAIL C/G4.1CONCRETE EXPANSION JOINT - SEE DETAIL G/G4.1BOLLARD - PER DETAIL H/G4.2HANDRAIL - PER SECTION 1/G4.32" DIA. ALUMINUM HANDRAIL - PER ARCHITECTURAL PLANS & DIVISION 05SECTION "DECORATIVE METAL RAILINGS"CONCRETE WALL (FULL HEIGHT) - SEE SECTIONS 3, 4 & 5/G4.3BIKE RACK - PER DETAIL M/G4.11234567911121415172026272829TYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYP31TYPTYP3233TYPTYPTYP4 1/2"4'-11"4 1/2"TYP3410'-2"13'-0"35TYPTYP2'-6"3'-0"ADDENDUM #11-6-202312REGULATORY REVIEW1-18-2023 UP REF.23'-8 5 /8 "26'-6 3 /8 "23'-8 5 /8 "28'-0 3/8"20'-8"32'-7 5/8"20'-8 "175'-11 5/8"76'-0"26'-0 "76'-0 " 52'-8" 31'-10"18'-9 5/8"TBM#1 = 813.74TBM#2 = 809.81TBM#3 = 803.80FINAL PLAT OFARDEN TOWNHOMESINS T R . # 2 0 0 7 0 0 1 1 7 1LOT1201LOT1202LOT1203LOT1204LOT1205LOT1206LOT1207LOT 1301LOT 1302LOT 1303LOT 1304LOT 1305LOT 1306LOT 1401LOT 1402LOT 1403LOT 1404LOT 1405LOT 1406LOT 1701LOT 1702LOT 1703LOT 1704LOT 401LOT 402LOT 403LOT 404LOT 405LOT 301LOT 302LOT 303LOT 304LOT 305LOT 201LOT 202LOT 203LOT 204LOT 205LOT 101LOT 102LOT 103LOT 104LOT 105COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEYCOMMON AREA "L"COMMON AREA "H"COMMON AREA "F"COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY FDCFDCFDCPROPERTY L INEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINECONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGREYHOUND ACTIVITY CENTERSOUTH ENTRANCE BUILDINGSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SU1.0SITE UTILITY PLAN - OVERALL80240080160SEE SITE UTILITY PLAN SU1.4(SOUTH SUPPORT BUILDINGS PROJECT)SEE SITE UTILITY PLAN SU1.5(GREYHOUND ACTIVITY CENTER PROJECT)SEE EROSION CONTROL PLAN G3.3(GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE UTILITY PLAN SU1.1(SOUTH SUPPORT BUILDINGS PROJECT)SEE SITE UTILITY PLAN SU1.2(NOT IN CONTRACT)50' UTILITY KEYNOTES1.CONNECT NEW GREYHOUND ACTIVITY CENTER NATURAL GAS LINESERVICE FEED TO EXISTING ON-SITE GAS MAIN, COORDINATECONNECTION WITH UTILITY COMPANY2.PROPOSED GAS LINE ROUTE TO NEW GREYHOUND ACTIVITY CENTER3.CONNECT NEW SOUTH SUPPORT BUILDING NATURAL GAS LINESERVICE FEED TO EXISTING ON-SITE GAS MAIN, COORDINATECONNECTION WITH UTILITY COMPANY4.PROPOSED GAS LINE ROUTE TO NEW SOUTH SUPPORT BUILDING1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTES13422222ADDENDUM #11-6-202312REGULATORY REVIEW1-18-20233TAC RESPONSE03-17-2023 REF.23'-8 5/8"26'-6 3/8"23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8"175'-11 5/8"76'-0"26'-0"76'-0"52'-8" 31'-10"18'-9 5/8"SMOKEY ROW ROAD / E 136TH STREETTBM#2 = 809.81SMOKEY ROW ROAD / E 136TH STREETPROPERTY LINEFDCFDCFDCFDCFDCFDCFDC63' of 12" RCP @ 0.32%21' of 12" RCP @ 0.32%31' of 12" RCP @ 0.32%65' of 24" RCP @ 0.48%65' of 36" RCP @ 0.15%237' of 36" RCP @ 0.15%17' of 12" RCP @ 0.32%40' of 24" RCP @ 0.20%90' of 18" RCP @ 0.30%83' of 18" RCP @ 0.45%14' of 24" RCP @ 0.40%55448761011212121239121212121313131414141416161515171711CONNECT TOEXISTING LINE181INV. 803.752020202020ST-208RIM. = 808.89'INV. 798.55 (W)INV. 798.55 (E)ST-204RIM. = 806.51'INV. 801.96 (NW)INV. 798.96 (E)INV. 799.34 (W)INV. 799.01 (N)ST-207RIM. = 806.45'INV. 798.65 (W)INV. 798.65 (E)INV. 799.10 (NW)ST-206RIM. = 806.25'INV. 802.18 (W)INV. 799.18 (SE)INV. 799.28 (NE)ST-202RIM. = 806.11'INV. 802.13 (W)INV. 802.13 (E)ST-303RIM. = 806.08'INV. 801.14 (W)INV. 801.14 (E)INV. 801.04 (N)ST-201RIM. = 806.06'INV. 802.33 (E)ST-203RIM. = 805.99'INV. 802.06 (W)INV. 802.06 (SE)ST-205RIM. = 805.98'INV. 802.23 (E)ST-304RIM. = 805.92'INV. 800.99 (S)INV. 800.44 (E)ST-302RIM. = 805.64'INV. 801.52 (W)ST-301RIM. = 805.63'INV. 801.41 (E)309003060INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SU1.1SITE UTILITY PLAN - SOUTHSOUTH ENTRANCE BUILDINGFFE = 806.75SOUTH ENTRANCE BUILDINGFFE = 806.751.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESUTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW WATER LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW FIRE HYDRANTNEW FIRE DEPARTMENT CONNECTIONAPPROXIMATE LIMITS OF CONSTRUCTION COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No. UTILITY KEYNOTES1.PROPOSED SANITARY CLEANOUT2.PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE3.NEW 6" SANITARY LATERAL INVERT = 803.05. CORE DRILL ANDCONNECT TO EXISTING MANHOLE4.PROPOSED CONNECTION TO EXISTING WATER LINE5.PROPOSED 8" PVC WATER LINE6.PROPOSED 3" DOMESTIC WATER SERVICE LINE7.PROPOSED 4" FIRE PROTECTION LINE8.PROPOSED FIRE DEPARTMENT CONNECTION9.PROPOSED POST INDICATOR VALVE10.PROPOSED GAS METER LOCATION11.PROPOSED GAS LINE PER GAS COMPANY. COORDINATE ROUTE ANDSIZE WITH GAS COMPANY.12.PROPOSED STORM CLEANOUT13.NEW 8" HDPE ROOF DRAIN @ 1.00% MIN. SLOPE14.PROPOSED STORM TRENCH DRAIN15.NEW 6" HDPE @ 1.00% MIN. SLOPE16.NEW 8" HDPE @ 1.00% MIN. SLOPE17.MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.REPLACE CASTING WITH NEW NEENAH R-3472. CORE DRILL ANDCONNECT NEW ROOF DRAIN.18.MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.REPLACE CASTING WITH NEW NEENAH R-1772. CORE DRILL ANDCONNECT NEW HDPE PIPE FROM TRENCH DRAIN.19.OFF-LINE AQUA-SWIRL XC-12 BMP STRUCTURE20.PROPOSED PAVEMENT UNDERDRAIN21.RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE AMININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE22.ADJUST TOP OF ELECTRICAL MANHOLE CASTING TO 804.65. ADDRISER TO TOP OF EXISTING CONCRETE VAULT AS REQUIRED.SEE SITE UTILITY PLAN - SOUTHEAST - SU1.4 SEE SITE UTILITY PLAN - WEST - SU1.6 (NOT IN PROJECT)SEE SITE UTILITY PLAN - CENTER - SU1.2 (NOT IN PROJECT)1REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023 UP TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431PROPERTY LINE PROPERTY LINEFDCFDCFDCFDC105' of 12" HDPE Pipe @ 0.32%83' of 12" HDPE Pipe @ 0.32%180' of 15" HDPE Pipe @ 0.50%281' of 18" HDPE Pipe @ 0.50%236' of 18" RCP @ 0.50%108' of 18" RCP @ 2.00%71' of 30" RCP @ 0.30%54' of 12 " H D P E P i p e @ 0 . 3 1 % 76' of 15" HDPE Pipe @ 0.25% 48' of 15" RCP @ 0.30%73' of 15" RCP @ 0.30%165' of 15" RCP @ 0.50%183' of 24" RCP @ 0.20%67' o f 2 4 " R C P @ 0 . 2 0 %20' of 12" RCP @ 0.60%242' of 30" RCP @ 0.30%159' of 15" HDPE Pipe @ 0.50%114' of 18" HDPE Pipe @ 0.35%38' of 18" HDPE Pipe @ 0.40%31212121257781314911102614221212121142121212121212121212121212121171616161515151515155512MATCH EXISTINGSIZE AND MATERIAL22CONNECT TOEXISTING LINE23CONNECT TOEXISTING LINE2323232222221INV. 804.151INV. 803.7024191919191919254ST-107RIM. = 817.35'INV. 813.44 (N)INV. 813.34 (S)ST-106RIM. = 817.80'INV. 813.61 (S)ST-104RIM. = 817.63'INV. 811.08 (N)INV. 810.98 (S)ST-105RIM. = 817.72'INV. 809.58 (N)INV. 809.48 (E)ST-112RIM. = 816.96'INV. 807.73 (SW)INV. 808.10 (N)ST-111RIM. = 816.35'INV. 808.30 (W)INV. 808.20 (E)INV. 811.50 (N)ST-103RIM. = 816.72'INV. 812.08 (E)INV. 811.98 (S)ST-101RIM. = 816.50'INV. 812.78 (W)ST-102RIM. = 816.50'INV. 812.45 (E)INV. 812.35 (W)ST-113RIM. = 816.40'INV. 807.59 (NE)INV. 806.49 (S)ST-118RIM. = 811.49'INV. 806.04 (W)INV. 803.94 (E)INV. 804.34 (SW)INV. 807.24 (NW)ST-120RIM. = 811.13'INV. 802.90 (W)INV. 802.80 (SE)ST-117RIM. = 811.05'INV. 807.36 (SE)ST-119RIM. = 810.52'INV. 803.73 (W)INV. 803.63 (E)ST-114RIM. = 810.24'INV. 806.27 (N)INV. 805.87 (E)ST-116RIM. = 810.20'INV. 804.58 (W)INV. 804.48 (NE)ST-121ST-115RIM. = 809.72'INV. 805.04 (W)INV. 804.94 (E)ST-108RIM. = 817.35'INV. 813.15 (N)INV. 813.05 (S)ST-109RIM. = 817.35'INV. 812.25 (N)INV. 812.15 (S)ST-110RIM. = 817.51'INV. 811.75 (N)INV. 811.65 (S)2626COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.GREYHOUND ACTIVITY CENTER(FFE = 818.00)INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060SU1.3SITE UTILITY PLAN - NORTH UTILITY KEYNOTES1.PROPOSED SANITARY CLEANOUT2.PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE3.PROPOSED SANITARY MANHOLE. CONNECT TO EXISTING 8" PVC ATINVERT 800.55. NEW 6" SANITARY LATERAL @ INV. EL. = 802.754.EXISTING SANITARY SEWER, VERIFY LOCATION, ELEVATION AND SIZEPRIOR TO CONSTRUCTION5.PROPOSED CONNECTION TO EXISTING WATER LINE6.PROPOSED 6" FIRE PROTECTION LINE7.PROPOSED FIRE HYDRANT8.PROPOSED FIRE DEPARTMENT CONNECTION9.PROPOSED POST INDICATOR VALVE10.PROPOSED 3" DOMESTIC WATER LINE11.PROPOSED VALVE12.PROPOSED 8" PVC WATER LINE13.PROPOSED GAS METER LOCATION14.PROPOSED GAS LINE PER GAS COMPANY15.PROPOSED TURF UNDERDRAIN16.PROPOSED PAVEMENT UNDERDRAIN17.STORM TRENCH DRAIN18.STORM SEWER CLEANOUT19.6" PERFORATED UNDERDRAIN FOR RETAINING WALL. CONNECT TOPROPOSED STORM STRUCTURE20.AQUA-SWIRL XC-11 BMP STRUCTURE21.DOWNSPOUT BOOT FOR 6"x 6" DOWNSPOUT. PROVIDE 8" DIP @ 2.00%SLOPE LATERAL AND CONNECT WITH WYE TO PROPOSED STORMSEWER.22.RELOCATED TELECOMMUNICATION LINE23.RELOCATED ELECTRICAL SERVICE LINE24.PROPOSED GAS SERVICE FEED, COORDINATE ROUTE & SIZE W/UTILITY COMPANY (PROVIDE UTILITY ASPHALT PATCH IN ASPHALTPAVEMENT AREAS) SEE OVERALL SITE UTILITY PLAN FORCONTINUATION25.RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE AMININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE26.PROPOSED 6" STEEL FIRE PROTECTION LINE FROM FIREDEPARTMENT CONNECTION (FDC)1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.SEE SHEET SU2.1 & SU2.2 FOR DETAILS.GENERAL NOTESUTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW WATER LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW FIRE HYDRANTNEW FIRE DEPARTMENT CONNECTIONAPPROXIMATE LIMITS OF CONSTRUCTIONADDENDUM #11-6-202312REGULATORY REVIEW1-18-20233TAC RESPONSE03-17-20234RFI - 02603-15-2023 TBM#3 = 803.80SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 431PROPERTY LINEPROPERTY LINE400' of 30" RCP @ 0.35%88' of 30" RCP @ 0.35%237' of 36" RCP @ 0.15%193' of 48" RCP @ 0.10%30' of 48" RCP @ 0.13%8144' of 48" RCP @ 0.10%192122ST-124RIM. = 805.60'INV. 799.95 (N)INV. 799.85 (SE)ST-125End SectionINV. 799.54 (NW)ST-210RIM. = 808.55'INV. 798.00 (W)INV. 800.00 (SE)INV. 798.00 (S)ST-209RIM. = 808.26'INV. 798.20 (W)INV. 798.20 (E)INV. 801.59 (N)ST-212End SectionINV. 797.83 (NW)ST-211RIM. = 808.64'INV. 799.96 (NW)INV. 797.96 (SE)INV. 797.96 (W)ST-211ARIM. = 808.33'INV. 797.98 (N)INV. 797.98 (E)ST-401RIM. = 802.65'INV. 797.22 (SW)INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080SU1.4SITE UTILITY PLAN - SOUTHEAST1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.UTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW WATER LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW FIRE HYDRANTNEW FIRE DEPARTMENT CONNECTIONAPPROXIMATE LIMITS OF CONSTRUCTION UTILITY KEYNOTES1.PROPOSED SANITARY CLEANOUT2.PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE3.NEW 6" SANITARY LATERAL INVERT = 803.05. CORE DRILL ANDCONNECT TO EXISTING MANHOLE4.PROPOSED CONNECTION TO EXISTING WATER LINE5.PROPOSED 8" PVC WATER LINE6.PROPOSED 3" DOMESTIC WATER SERVICE LINE7.PROPOSED 4" FIRE PROTECTION LINE8.PROPOSED FIRE DEPARTMENT CONNECTION9.PROPOSED POST INDICATOR VALVE10.PROPOSED GAS METER LOCATION11.PROPOSED GAS LINE PER GAS COMPANY. COORDINATE ROUTE ANDSIZE WITH GAS COMPANY.12.PROPOSED STORM CLEANOUT13.NEW 8" HDPE ROOF DRAIN @ 1.00% MIN. SLOPE14.PROPOSED STORM TRENCH DRAIN15.NEW 6" HDPE @ 1.00% MIN. SLOPE16.NEW 8" HDPE @ 1.00% MIN. SLOPE17.MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.REPLACE CASTING WITH NEW NEENAH R-3472. CORE DRILL ANDCONNECT NEW ROOF DRAIN.18.MODIFY EXISTING STRUCTURE TO MEET PROPOSED FINISH GRADE.REPLACE CASTING WITH NEW NEENAH R-1772. CORE DRILL ANDCONNECT NEW HDPE PIPE FROM TRENCH DRAIN.19.OFF-LINE AQUA-SWIRL XC-12 BMP STRUCTURE20.PROPOSED PAVEMENT UNDERDRAIN21.RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE AMININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE22.ADJUST TOP OF ELECTRICAL MANHOLE CASTING TO 804.65. ADDRISER TO TOP OF EXISTING CONCRETE VAULT AS REQUIRED.SEE SITE UTILITY PLAN - NORTHEAST - SU1.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE UTILITY PLAN - SOUTH - SU1.1 1REGULATORY REVIEW1-18-20232ADDENDUM #11-25-20233TAC RESPONSE03-17-2023 TBM#1 = 813.74KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 431PROPERTY LINE71' of 30" RCP @ 0.30%83' of 30" RCP @ 0.30%25' of 30" RCP @ 0.35%242' of 30" RCP @ 0.30%262' of 30" RCP @ 0.35%1212520THIS STORM SEWER STRUCTUREAND ALL STORM PIPES/STRUCTURESUPSTREAM OF THIS STRUCTURE ISUNDER A SEPARATE CONTRACT25ST-118RIM. = 811.49'INV. 806.04 (W)INV. 803.94 (E)INV. 804.34 (SW)INV. 807.24 (NW)ST-120RIM. = 811.13'INV. 802.90 (W)INV. 802.80 (SE)ST-117RIM. = 811.05'INV. 807.36 (SE)ST-119RIM. = 810.52'INV. 803.73 (W)INV. 803.63 (E)ST-121RIM. = 809.96'INV. 802.55 (NW)INV. 802.45 (SE)ST-123RIM. = 807.59'INV. 801.45 (NW)INV. 801.35 (S)ST-122RIM. = 809.95'INV. 802.36 (NW)INV. 802.36 (SE)COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060SU1.5SITE UTILITY PLAN - NORTHEAST UTILITY KEYNOTES1.PROPOSED SANITARY CLEANOUT2.PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE3.PROPOSED SANITARY MANHOLE. CONNECT TO EXISTING 8" PVC ATINVERT 800.55. NEW 6" SANITARY LATERAL @ INV. EL. = 802.754.EXISTING SANITARY SEWER, VERIFY LOCATION, ELEVATION AND SIZEPRIOR TO CONSTRUCTION5.PROPOSED CONNECTION TO EXISTING WATER LINE6.PROPOSED 6" FIRE PROTECTION LINE7.PROPOSED FIRE HYDRANT8.PROPOSED FIRE DEPARTMENT CONNECTION9.PROPOSED POST INDICATOR VALVE10.PROPOSED 3" DOMESTIC WATER LINE11.PROPOSED VALVE12.PROPOSED 8" PVC WATER LINE13.PROPOSED GAS METER LOCATION14.PROPOSED GAS LINE PER GAS COMPANY15.PROPOSED TURF UNDERDRAIN16.PROPOSED PAVEMENT UNDERDRAIN17.STORM TRENCH DRAIN18.STORM SEWER CLEANOUT19.6" PERFORATED UNDERDRAIN FOR RETAINING WALL. CONNECT TOPROPOSED STORM STRUCTURE20.AQUA-SWIRL XC-11 BMP STRUCTURE21.DOWNSPOUT BOOT FOR 6"x 6" DOWNSPOUT. PROVIDE 8" DIP @ 2.00%SLOPE LATERAL AND CONNECT WITH WYE TO PROPOSED STORMSEWER.22.RELOCATED TELECOMMUNICATION LINE23.RELOCATED ELECTRICAL SERVICE LINE24.PROPOSED GAS SERVICE FEED, COORDINATE ROUTE & SIZE W/UTILITY COMPANY (PROVIDE UTILITY ASPHALT PATCH IN ASPHALTPAVEMENT AREAS) SEE OVERALL SITE UTILITY PLAN FORCONTINUATION25.RELOCATE PORTION OF EXISTING WATER LINE TO ACHIEVE AMININUM SEPERATION OF 18" FROM PROPOSED STORM PIPE26.PROPOSED 6" STEEL FIRE PROTECTION LINE FROM FIREDEPARTMENT CONNECTION (FDC)1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC CIVIL & ENVIRONMENTALCONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESSEE SITE UTILITY PLAN - SOUTHEAST - SU1.4 (NOT IN PROJECT)UTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW WATER LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW FIRE HYDRANTNEW FIRE DEPARTMENT CONNECTIONAPPROXIMATE LIMITS OF CONSTRUCTIONADDENDUM #11-6-202312REGULATORY REVIEW1-18-20233TAC RESPONSE03-17-2023 SEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONFINISH GRADEASPHALTICMASTIC OR BUTYLRUBBER SEALBETWEEN JOINTSPRECAST CONCRETE ADJUSTINGRINGS AS NEEDED (12" OF RINGS MAX.)ECCENTRIC CONE OR REDUCERCAP AS REQUIRED BY SITECONDITIONS. CONE TOP TOMATCH ADJUSTING RING PROFILE.48" DIA.5"16" TYP.PRECAST CONCRETESECTIONSPREFORMED HOLE TO MAX.OF PIPE O.D. + 6" W/ NONSHRINK CEMENT GROUTBENCHWALLS AT MIN. 1/2" PERFOOT SLOPE. BENCHWALLS TOBE CONSTRUCTED TO SPRINGLINE OF PIPE.MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTEDSUBGRADEPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKETASPHALTIC MASTICOR BUTYL RUBBERSEAL AT JOINTSBASE 6" OR 8"PER SECTION3"#4 BAR @ 12" o.c.EACH WAY(STEEL MESHAREA = 0.12 SQ.IN./SQ. FT.)STORM MANHOLE TYPE "C" DETAIL1/2" = 1'-0"24" DIA.SEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.NOTES:1.MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.2.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".3.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.VARIES 16" MIN.12" TO 15""A"PIPE SIZE24" X 24"STRUCTURE SIZING CHART"F"30" X 30""M"24" X 36"1" = 1'-0"STORM INLET DETAILINSIDEDIMENSIONSINLETTYPE8"6"CLASS "A" PRECAST REINFORCEDCONCRETE BOXSEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.INSIDE DIMENSION* SEE SIZING CHART ABOVESEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADEINSIDE DIMENSION * SEE SIZING CHART ABOVE MAX. NUMBER OFSIDES OF THEINLET WITH PIPES318" TO 24"315" TO 18"3NOTES:1.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".2.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASSTORM SEWER (PVC & HDPE) TRENCH DETAILNO SCALENOTES:1.ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2.A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.BcMIN. 4"12"MIN. 1.25 O.D.+12"MIN. 6" TOPSOILOUTSIDE PAVEMENT LIMITSPAVEMENT SECTIONREGULAR BACKFILL -GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED 90%REGULAR BACKFILL-GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED TO 90%#8 CRUSHED STONE OREQUIVALENT CLASS 1MATERIAL HAND TAMPEDOR WALKED INTO PLACE"B" BORROW (INDOT SPEC.) OREQUIVALENT GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITY20 L.F. (MIN,)20 L.F. (MIN,)20 L.F. (MIN,)20 L.F. (MIN,)2'-0" VARIES 4" DIA. PERF.PVC SDR-35 PIPE1'-0"4"NON WOVENFILTER CLOTH#8 WASHEDAGGREGATECOMPACTED AGGREGATE BASEPAVEMENTCURB INLETNOTES:1.TAP STRUCTURES IN PAVEMENT AS SHOWNOR AS DIRECTED ON THE PLAN SHEET2.ADJUST UNDERDRAIN AS REQUIRED TOAVOID SEWER LINES AND OTHER UTILITIES.3.GROUT SOLID THE CONNECTION TO STORMSTRUCTUREPAVEMENT UNDERDRAIN DETAILNO SCALE6"6"6"END VIEW6"5'MIN.18" MIN.SECTION VIEWWATER LINESTORM SEWER / WATER LINE CROSSING DETAILNO SCALESTORMSEWERMUST EXTEND TOUNDISTURBEDSOILCONCRETE ENCASEMENTREQUIRED IF VERTICAL PIPECLEARANCE IS LESS THAN 18".5'MIN.1/6 Bc3"4"6"LEGEND MATERIAL BELOW PIPEd = DEPTH OF BEDDINGD = INSIDE DIAMETERBc = OUTSIDE DIAMETER30" TO 60"27" & SMALLER66" & LARGER D (d) MIN. 3/4" = 1'-0"DEPTH OF BEDDINGMATERIAL BELOW PIPENOTES:1.ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2.A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.REGULAR BACKFILL -GREATER THAN 5' FROM EDGEOF PAVEMENT COMPACTED 90%MIN. 1.25 O.D.+12"FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASBcMIN. 6" TOPSOILIN NON-PAVED AREASPAVEMENT SECTION"B" BORROW (INDOT SPEC.) OREQUIVALENET GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITY"B" BORROW (INDOT SPEC.) OREQUIVALENET GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITYdSTORM SEWER (RCP) TRENCH DETAILSLOPEMIN.NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARDBOXES OR EXTENDED FLUSH WITH THE PAVING. COVER SHOULD BETHREADED TYPE, WATER TIGHT AND CAPPED.1/2" = 1'-0"CLEANOUT DETAILVARIES FINISH GRADESTORM OR SANITARY SEWER(SIZE SHOWN ON PLANS)SAME SIZE AS MAIN LINE(MAX. 8" REQUIRED ON STORM SEWERS)1'-0"1'-0"MIN.6"1/2"HEAVY DUTY CLEANOUTCASTING - JAY R. SMITH 4253SERIES OR EQUALCONCRETE COLLAR(CONCRETE SHALL NOTBE IN CONTACT w/ PIPE)30"72"60"102"108"96"6"7"9"9"SEE SCHEDULEFOR CASTING TYPEAND ELEVATIONFINISHGRADESTORM MANHOLE TYPE "J - N" DETAIL1/2" = 1'-0"24" DIA.PRECAST CONCRETEADJUSTING RING4" MIN. - 12" MAX. SEE DETAILPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPS48" DIA.STANDARD PRECASTMANHOLE CAP OR CONE3" MIN. 6'-0" MIN.9"8" MIN. 3" MIN. 16" TYP.5"5"CONCRETE REDUCER CAP1/2" PER FOOT SLOPEBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADEDIA. "F""H""H"1'-0" MIN. OVERHIGHEST PIPEDIA . "G "ONE COMPLETE UNIT OF PRECASTCONC. MANHOLE BASE AND RISER.SEPARATE BASE IS OPTIONALNOTES:MANHOLE CONFORMS TO ASTM C478.JOINTS CONFORM TO ASTM C443.NO BRICK OR BLOCK WILL BEALLOWED IN MANHOLE.MANHOLETYPE"J""K""L""M""N"MANHOLEDIA "F"MAX. PIPE SIZE@ 90° - DIA "G""H" - WALLTHICKNESS36"48"60"72"9"MAX. PIPE SIZEMAINLINE - DIA "G"36"48"54"72"84"PLAN VIEWSEE SITEUTILITY PLANDOWNSPOUT, SIZE BYARCHITECT/PLUMBINGENGINEERCAST IRON DOWNSPOUT SHOE(NEENAH R-4929 OFFSET ORAPPROVED EQUAL)8" DIP PIPE90° DIP ELBOWHDPE FITTING2% MIN.8" DIP,SEE SITE UTILITYPLANS FOR SIZES45° HDPE ELBOW45° HDPE WYEFITTINGFACE OF BUILDINGNO SCALEDOWNSPOUT BOOT DETAILTRANSITION COUPLING FORDISSIMILAR MATERIALSHDPE STORM SEWER PIPE.SEE SITE UTILITY PLANS.FINISH GRADEHDPE STORM SEWER PIPE.SEE SITE UTILITY PLANS.8" DIP PIPETRANSITION COUPLING FORDISSIMILAR MATERIALS1" = 1'-0"PRECAST FLARED END SECTIONCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SU2.1SITE UTILITY DETAILSADDENDUM #11-6-202312REGULATORY REVIEW1-18-2023 COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SU2.2SITE UTILITY DETAILSSTORM STRUCTURE TABLESTR.NO.101102103104105106107108109110111112113114115116117118119120121122123124125STRUCTUREInlet Type "A"Inlet Type "A"Type "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeType "C" ManholeInlet Type "M"Type "C" ManholeInlet Type "A"Type "K" ManholeType "J" ManholeType "J" ManholeType "J" ManholeAqua Swirl XC-11Type "J" ManholeType "J" ManholeEnd SectionSTRUCTUREDETAILREFERENCEUndefinedCASTING TYPER-4342R-4342R-1772R-1772R-1772R-1772R-1772R-1772R-1772R-1772R-1772R-4342R-1772R-3472R-3455-CR-3472R-4342R-1772R-4342R-1772R-1772PER MAN.R-1772R-1772N/ARIM816.50816.50816.72817.63817.72817.80817.35817.35817.35817.51816.35816.96816.40810.24809.72810.20811.05811.49810.52811.13809.96809.95807.59805.60-1.00INCOMING PIPE DATA(DIRECTION) [FROM STR]12" HDPE Pipe 812.45 (E) [101]12" HDPE Pipe 812.08 (E) [102]15" HDPE Pipe 811.08 (N) [103]18" HDPE Pipe 809.58 (N) [104]12" HDPE Pipe 813.44 (N) [106]15" HDPE Pipe 813.15 (N) [107]15" HDPE Pipe 812.25 (N) [108]18" HDPE Pipe 811.75 (N) [109]18" RCP 808.30 (W) [105]18" HDPE Pipe 811.50 (N) [110]12" RCP 808.10 (N) []15" RCP 807.59 (NE) [112]15" RCP 806.27 (N) [113]15" RCP 805.04 (W) [114]24" RCP 804.58 (W) [115]18" RCP 806.04 (W) [111]24" RCP 804.34 (SW) [116]12" RCP 807.24 (NW) [117]30" RCP 803.73 (W) [118]30" RCP 802.90 (W) [119]30" RCP 802.55 (NW) [120]30" RCP 802.36 (NW) [121]30" RCP 801.45 (NW) [122]30" RCP 799.95 (N) [123]30" RCP 799.54 (NW) [124]OUTGOING PIPE DATA(DIRECTION) [TO STR]12" HDPE Pipe 812.78 (W) [102]12" HDPE Pipe 812.35 (W) [103]15" HDPE Pipe 811.98 (S) [104]18" HDPE Pipe 810.98 (S) [105]18" RCP 809.48 (E) [111]12" HDPE Pipe 813.61 (S) [107]15" HDPE Pipe 813.34 (S) [108]15" HDPE Pipe 813.05 (S) [109]18" HDPE Pipe 812.15 (S) [110]18" HDPE Pipe 811.65 (S) [111]18" RCP 808.20 (E) [118]15" RCP 807.73 (SW) [113]15" RCP 806.49 (S) [114]15" RCP 805.87 (E) [115]24" RCP 804.94 (E) [116]24" RCP 804.48 (NE) [118]12" RCP 807.36 (SE) [118]30" RCP 803.94 (E) [119]30" RCP 803.63 (E) [120]30" RCP 802.80 (SE) [121]30" RCP 802.45 (SE) [122]30" RCP 802.36 (SE) [123]30" RCP 801.35 (S) [124]30" RCP 799.85 (SE) [125]OUTGOINGPIPE L.F.105'83'180'281'236'54'76'159'114'38'108'48'73'165'183'67'20'71'242'83'25'262'400'88'OUTGOINGPIPE SIZE12"12"16"18"18"12"16"16"18"18"18"15"15"15"24"24"12"30"30"30"30"30"30"30"OUTGOINGGRADE0.32%0.32%0.50%0.50%0.50%0.31%0.25%0.50%0.35%0.40%2.00%0.30%0.30%0.50%0.20%0.20%0.60%0.30%0.30%0.30%0.35%0.35%0.35%0.35%CONNECT TOSTR.102103104105111107108109110111118113114115116118118119120121122123124125REMARKS------------------------NOT IN CONTRACTNOT IN CONTRACTADDENDUM #11-6-20231STORM WATER QUALITY BMP STRUCTURE (ST-122)2REGULATORY REVIEW1-18-2023 COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SU2.3SITE UTILITY DETAILS1REGULATORY REVIEW1-18-2023 COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.SU2.4SITE UTILITY DETAILS1REGULATORY REVIEW1-18-2023 SEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONFINISH GRADEASPHALTICMASTIC OR BUTYLRUBBER SEALBETWEEN JOINTSPRECAST CONCRETE ADJUSTINGRINGS AS NEEDED (12" OF RINGS MAX.)ECCENTRIC CONE OR REDUCERCAP AS REQUIRED BY SITECONDITIONS. CONE TOP TOMATCH ADJUSTING RING PROFILE.48" DIA.5"16" TYP.PRECAST CONCRETESECTIONSPREFORMED HOLE TO MAX.OF PIPE O.D. + 6" W/ NONSHRINK CEMENT GROUTBENCHWALLS AT MIN. 1/2" PERFOOT SLOPE. BENCHWALLS TOBE CONSTRUCTED TO SPRINGLINE OF PIPE.MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTEDSUBGRADEPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKETASPHALTIC MASTICOR BUTYL RUBBERSEAL AT JOINTSBASE 6" OR 8"PER SECTION3"#4 BAR @ 12" o.c.EACH WAY(STEEL MESHAREA = 0.12 SQ.IN./SQ. FT.)STORM MANHOLE TYPE "C" DETAIL1/2" = 1'-0"24" DIA.SEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.NOTES:1.MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.2.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".3.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.VARIES 16" MIN.12" TO 15""A"PIPE SIZE24" X 24"STRUCTURE SIZING CHART"F"30" X 30""M"24" X 36"1" = 1'-0"STORM INLET DETAILINSIDEDIMENSIONSINLETTYPE8"6"CLASS "A" PRECAST REINFORCEDCONCRETE BOXSEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.INSIDE DIMENSION* SEE SIZING CHART ABOVESEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADEINSIDE DIMENSION * SEE SIZING CHART ABOVE MAX. NUMBER OFSIDES OF THEINLET WITH PIPES318" TO 24"315" TO 18"3NOTES:1.ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".2.SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASSTORM SEWER (PVC & HDPE) TRENCH DETAILNO SCALENOTES:1.ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2.A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.BcMIN. 4"12"MIN. 1.25 O.D.+12"MIN. 6" TOPSOILOUTSIDE PAVEMENT LIMITSPAVEMENT SECTIONREGULAR BACKFILL -GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED 90%REGULAR BACKFILL-GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED TO 90%#8 CRUSHED STONE OREQUIVALENT CLASS 1MATERIAL HAND TAMPEDOR WALKED INTO PLACE"B" BORROW (INDOT SPEC.) OREQUIVALENT GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITY20 L.F. (MIN,)20 L.F. (MIN,)20 L.F. (MIN,)20 L.F. (MIN,)2'-0" VARIES 4" DIA. PERF.PVC SDR-35 PIPE1'-0"4"NON WOVENFILTER CLOTH#8 WASHEDAGGREGATECOMPACTED AGGREGATE BASEPAVEMENTCURB INLETNOTES:1.TAP STRUCTURES IN PAVEMENT AS SHOWNOR AS DIRECTED ON THE PLAN SHEET2.ADJUST UNDERDRAIN AS REQUIRED TOAVOID SEWER LINES AND OTHER UTILITIES.3.GROUT SOLID THE CONNECTION TO STORMSTRUCTUREPAVEMENT UNDERDRAIN DETAILNO SCALE6"6"6"END VIEW6"5'MIN.18" MIN.SECTION VIEWWATER LINESTORM SEWER / WATER LINE CROSSING DETAILNO SCALESTORMSEWERMUST EXTEND TOUNDISTURBEDSOILCONCRETE ENCASEMENTREQUIRED IF VERTICAL PIPECLEARANCE IS LESS THAN 18".5'MIN.1/6 Bc3"4"6"LEGEND MATERIAL BELOW PIPEd = DEPTH OF BEDDINGD = INSIDE DIAMETERBc = OUTSIDE DIAMETER30" TO 60"27" & SMALLER66" & LARGER D (d) MIN. 3/4" = 1'-0"DEPTH OF BEDDINGMATERIAL BELOW PIPENOTES:1.ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2.A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.REGULAR BACKFILL -GREATER THAN 5' FROM EDGEOF PAVEMENT COMPACTED 90%MIN. 1.25 O.D.+12"FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASBcMIN. 6" TOPSOILIN NON-PAVED AREASPAVEMENT SECTION"B" BORROW (INDOT SPEC.) OREQUIVALENET GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITY"B" BORROW (INDOT SPEC.) OREQUIVALENET GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITYdSTORM SEWER (RCP) TRENCH DETAILSLOPEMIN.NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARDBOXES OR EXTENDED FLUSH WITH THE PAVING. COVER SHOULD BETHREADED TYPE, WATER TIGHT AND CAPPED.1/2" = 1'-0"CLEANOUT DETAILVARIES FINISH GRADESTORM OR SANITARY SEWER(SIZE SHOWN ON PLANS)SAME SIZE AS MAIN LINE(MAX. 8" REQUIRED ON STORM SEWERS)1'-0"1'-0"MIN.6"1/2"HEAVY DUTY CLEANOUTCASTING - JAY R. SMITH 4253SERIES OR EQUALCONCRETE COLLAR(CONCRETE SHALL NOTBE IN CONTACT w/ PIPE)30"72"60"102"108"96"6"7"9"9"SEE SCHEDULEFOR CASTING TYPEAND ELEVATIONFINISHGRADESTORM MANHOLE TYPE "J - N" DETAIL1/2" = 1'-0"24" DIA.PRECAST CONCRETEADJUSTING RING4" MIN. - 12" MAX. SEE DETAILPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPS48" DIA.STANDARD PRECASTMANHOLE CAP OR CONE3" MIN. 6'-0" MIN.9"8" MIN. 3" MIN. 16" TYP.5"5"CONCRETE REDUCER CAP1/2" PER FOOT SLOPEBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADEDIA. "F""H""H"1'-0" MIN. OVERHIGHEST PIPEDIA . "G "ONE COMPLETE UNIT OF PRECASTCONC. MANHOLE BASE AND RISER.SEPARATE BASE IS OPTIONALNOTES:MANHOLE CONFORMS TO ASTM C478.JOINTS CONFORM TO ASTM C443.NO BRICK OR BLOCK WILL BEALLOWED IN MANHOLE.MANHOLETYPE"J""K""L""M""N"MANHOLEDIA "F"MAX. PIPE SIZE@ 90° - DIA "G""H" - WALLTHICKNESS36"48"60"72"9"MAX. PIPE SIZEMAINLINE - DIA "G"36"48"54"72"84"PLAN VIEWSEE SITEUTILITY PLANDOWNSPOUT, SIZE BYARCHITECT/PLUMBINGENGINEERCAST IRON DOWNSPOUT SHOE(NEENAH R-4929 OFFSET ORAPPROVED EQUAL)8" DIP PIPE90° DIP ELBOWHDPE FITTING2% MIN.8" DIP,SEE SITE UTILITYPLANS FOR SIZES45° HDPE ELBOW45° HDPE WYEFITTINGFACE OF BUILDINGNO SCALEDOWNSPOUT BOOT DETAILTRANSITION COUPLING FORDISSIMILAR MATERIALSHDPE STORM SEWER PIPE.SEE SITE UTILITY PLANS.FINISH GRADEHDPE STORM SEWER PIPE.SEE SITE UTILITY PLANS.8" DIP PIPETRANSITION COUPLING FORDISSIMILAR MATERIALS1" = 1'-0"PRECAST FLARED END SECTIONSU2.11SITE UTILITY DETAILSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-2023 123124125Type "J" ManholeType "J" ManholeEnd SectionUndefinedR-1772R-1772N/A807.59805.60-1.0030" RCP 801.45 (NW) [122]30" RCP 799.95 (N) [123]30" RCP 799.54 (NW) [124]30" RCP 801.35 (S) [124]30" RCP 799.85 (SE) [125]400'88'30"30"0.35%0.35%124125--STORM STRUCTURE TABLESTR.NO.201202203204205206207208209210211A211212301302303304401STRUCTUREInlet Type "A"Inlet Type "A"Type "C" ManholeType "K" ManholeInlet Type "A"Type "J" ManholeType "L" ManholeType "J" ManholeType "L" ManholeType "N" ManholeAqua-Swirl XC-12Type "N" ManholeEnd SectionInlet Type "M"Inlet Type "M"Type "C" ManholeType "J" ManholeOutlet Control StructureSTRUCTUREDETAILREFERENCEUndefinedCASTING TYPER-3472R-3472R-3472R-1772R-3472R-1772R-1772R-1772R-1772R-1772PER MAN.R-1772N/AR-3287-10VR-3287-10VR-3472R-3472R-4215-CRIM806.06806.11805.99806.51805.98806.25806.45808.89808.26808.55808.33808.64-1.00805.63805.64806.08805.92802.65INCOMING PIPE DATA(DIRECTION) [FROM STR]12" RCP 802.13 (W) [201]12" RCP 802.06 (W) [202]12" RCP 801.96 (NW) [203]18" RCP 799.34 (W) []24" RCP 799.01 (N) []12" RCP 802.18 (W) [205]24" RCP 799.28 (NE) []24" RCP 798.65 (W) [204]24" RCP 799.10 (NW) [206]36" RCP 798.55 (W) [207]36" RCP 798.20 (W) [208]36" RCP 801.59 (N) []48" RCP 798.00 (W) [209]30" HDPE Pipe 797.98 (N) [210]48" RCP 799.96 (NW) [210]30" HDPE Pipe 797.96 (W) [211A]48" RCP 797.83 (NW) [211]18" RCP 801.14 (W) [301]18" RCP 801.14 (E) [302]24" RCP 800.99 (S) [303]OUTGOING PIPE DATA(DIRECTION) [TO STR]12" RCP 802.33 (E) [202]12" RCP 802.13 (E) [203]12" RCP 802.06 (SE) [204]24" RCP 798.96 (E) [207]12" RCP 802.23 (E) [206]24" RCP 799.18 (SE) [207]36" RCP 798.65 (E) [208]36" RCP 798.55 (E) [209]48" RCP 798.20 (E) [210]48" RCP 800.00 (SE) [211]30" HDPE Pipe 798.00 (S) [211A]30" HDPE Pipe 797.98 (E) [211]48" RCP 797.96 (SE) [212]18" RCP 801.41 (E) [303]18" RCP 801.52 (W) [303]24" RCP 801.04 (N) [304]36" RCP 800.44 (E) []24" RCP 797.22 (SW) []OUTGOINGPIPE L.F.63'21'31'65'17'40'65'237'193'30'21'21'144'90'83'14'3'2'OUTGOINGPIPE SIZE12"12"12"24"12"24"36"36"48"48"30"30"48"18"18"24"36"24"OUTGOINGGRADE0.32%0.32%0.32%0.48%0.32%0.20%0.15%0.15%0.10%0.13%0.10%0.10%0.10%0.30%0.45%0.40%0.00%0.00%CONNECT TOSTR.202203204207206207208209210211211A211212303303304REMARKS----------SEE PLAN VIEW DETAIL ONTHIS SHEET------SU2.21SITE UTILITY DETAILSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.TOP OF BANK = 804.65SIDE VIEWEXISTING 24" RCPOUTLET30"x 30"INV. = 797.2224"W x 12"H WEIR OPENINGINV.= 801.50NEENAH R-4215-CCATCH BASIN FRAME AND GRATERIM ELEV. = 802.65 (100 YR)COMPACTEDSUBGRADECLASS "A" PRECASTREINFORCEDCONCRETE BOX8"BASE SET ON 6" OF #8OR #2 STONECOMPACTEDSUBGRADEBASE SET ON 6" OF #8OR #2 STONEGROUT AS REQUIRED30"x 30"FRONT VIEWEXISTING 24" RCP OUTLETINV. = 797.22MAX SLOPE = 3:19.3" DIA. ORIFICE INV.= 797.2224"W x 12"H WEIR OPENINGINV.= 801.50NEENAH R-4215-CCATCH BASIN FRAME AND GRATERIM ELEV. = 802.65 (100 YR)STR.401 OUTLET CONTROL STRUCTURE DETAILNO SCALE9.3" DIA. ORIFICE INV.= 797.2224" SUMP 24" SUMPSTORM WATER QUALITY BMP STRUCTURE DETAIL (ST-211A)48" RCP INV. = 798.0030" HDPE INV. = 798.00STR. ST-210STR. ST-211STR. ST-211A30" HDPE INV. = 797.9830" HDPE INV. = 797.9830" HDPE INV. = 797.9648" RCP INV. = 797.96FLOWFLOW48" RCP INV. = 800.0048" RCP INV. = 799.9616.46' OF 30" HDPE @ 0.12%21.21' OF 30" HDPE @ 0.10%30.00' OF 48" RCP @ 0.13%(HIGH FLOW BY-PASS)OFF-LINE BMP AQUA-SWIRL XC-12 PLAN VIEW DETAIL (ST-211A)OUTLET PIPE ORIENTATION TO BE 90°DRY POND EMERGENCY SPILLWAY DETAIL80' BOTTOM WIDTHMAX SLOPE 3:1SPILLWAY EL.= 802.65MAX SLOPE 3:1TOP OF BANKEL. = 804.65TOP OF BANKEL. = 804.651REGULATORY REVIEW1-18-20232ADDENDUM #11-25-20233TAC RESPONSE03-17-2023 SU2.31SITE UTILITY DETAILSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-2023 SU2.41SITE UTILITY DETAILSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.1REGULATORY REVIEW1-18-2023 ST-106RIM. = 817.80'ST-103RIM. = 816.72'ST-101RIM. = 816.50'ST-102RIM. = 816.50'808810815820825830808810815820825830-0+500+001+002+002+50T.C. = 816.72STR# 103Type "C" ManholeE 12" HDPE Pipe = 812.08S 15" HDPE Pipe = 811.98STA. 0+00T.C. = 816.50STR# 102Inlet Type "A"E 12" HDPE Pipe = 812.45W 12" HDPE Pipe = 812.35STA. 0+83 T.C. = 816.50 STR# 101 Inlet Type "A" W 12" HDPE Pipe = 812.78 STA. 1+88105 LF OF 12" HDPE Pipe @ 0.32%83 LF OF 12" HDPE Pipe @ 0.32%PROPOSEDGRADEEXISTINGGRADEHYDRAULIC GRADE LINE800805810815820825830800805810815820825830-0+500+001+002+003+004+005+00T.C. = 816.72 STR# 103 Type "C" Manhole E 12" HDPE Pipe = 812.08 S 15" HDPE Pipe = 811.98 STA. -0+00 180 LF OF 15" HDPE Pipe @ 0.50%T.C. = 817.63 STR# 104 Type "C" Manhole N 15" HDPE Pipe = 811.08 S 18" HDPE Pipe = 810.98 STA. 1+80 281 LF OF 18" HDPE Pipe @ 0.50%T.C. = 817.72 STR# 105 Type "C" Manhole N 18" HDPE Pipe = 809.58 E 18" RCP = 809.48 STA. 4+61CONNECT PROPOSED8" PVC (DOWNSPOUT)TO MANHOLEAAAAAAAABBPROPOSED GRADEEXISTINGGRADEHYDRAULIC GRADE LINEUPFDC FDC FDCST-105RIM. = 817.72'ST-104RIM. = 817.63'ST-112RIM. = 816.96'ST-103RIM. = 816.72'ST-106RIM. = 817.80'ST-110RIM. = 817.51'ST-107RIM. = 817.35'ST-108RIM. = 817.35'ST-109RIM. = 817.35'ST-101RIM. = 816.50'ST-111RIM. = 816.35'800805810815820825830800805810815820825830-0+500+001+002+003+004+005+00T.C. = 817.80 STR# 106 Type "C" Manhole S 12" HDPE Pipe = 813.61 STA. -0+0054 LF OF 12" HDPE Pipe @ 0.31%T.C. = 817.35 STR# 107 Type "C" Manhole N 12" HDPE Pipe = 813.44 S 15" HDPE Pipe = 813.34 STA. 0+54 76 LF OF 15" HDPE Pipe @ 0.25%T.C. = 817.35 STR# 108 Type "C" Manhole N 15" HDPE Pipe = 813.15 S 15" HDPE Pipe = 813.05 STA. 1+31 159 LF OF 15" HDPE Pipe @ 0.50%T.C. = 817.35 STR# 109 Type "C" Manhole N 15" HDPE Pipe = 812.25 S 18" HDPE Pipe = 812.15 STA. 2+90 114 LF OF 18" HDPE Pipe @ 0.35%T.C. = 817.51 STR# 110 Type "C" Manhole N 18" HDPE Pipe = 811.75 S 18" HDPE Pipe = 811.65 STA. 4+04 T.C. = 816.35 STR# 111 Type "C" Manhole W 18" RCP = 808.30 E 18" RCP = 808.20 N 18" HDPE Pipe = 811.50 STA. 4+4138 LF OF 18" HDPE Pipe @ 0.40%CONNECT PROPOSED8" PVC (DOWNSPOUT)TO MANHOLECONNECT PROPOSED8" PVC (DOWNSPOUT)TO MANHOLEAAAAAAABBBBBBEXISTING GRADEPROPOSED GRADEPROPOSED GASSERVICE LINEHYDRAULIC GRADE LINECOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060SU3.1STORM SEWER PLAN AND PROFILESSTORM SEWER PLANSTORM SEWER PROFILE 1STORM SEWER PLANSTORM SEWER PROFILE 2309003060STORM SEWER PLANSTORM SEWER PROFILE 33090030601.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THESURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.GENERAL NOTESSTORM PROFILE 1STORM PROFILE 2STORM PROFILE 3 STORM PROFILE KEYNOTESA.8" PVC DOWNSPOUT CONNECTIONB.GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.1APPROXIMATE LIMITS OF GRANULAR BACKFILL1REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023 800805810815820825830800805810815820825830-0+500+001+002+00T.C. = 816.96 STR# 112Type "C" Manhole SW 15" RCP = 807.73 N 12" RCP = 808.10 STA. -0+00 T.C. = 816.40 STR# 113 Type "C" Manhole NE 15" RCP = 807.59 S 15" RCP = 806.49 STA. 0+48 T.C. = 810.24 STR# 114 Type "C" Manhole N 15" RCP = 806.27 E 15" RCP = 805.87 STA. 1+2173 LF OF 15" RCP @ 0.30%48 LF OF 15" RCP @ 0.30%BPROPOSEDGRADEEXISTINGGRADEPROPOSED 8" WATER LINE18" MIN. 18" MIN.PROPOSED FIREPROTECTION LINEHYDRAULIC GRADE LINECONNECT PROPOSEDUNDERDRAIN TOMANHOLEFDC FDC FDCST-105RIM. = 817.72'ST-112RIM. = 816.96'ST-113RIM. = 816.40'ST-114RIM. = 810.24'795800805810815820825830795800805810815820825830-0+500+001+002+003+004+005+006+007+00T.C. = 817.72STR# 105Type "C" ManholeN 18" HDPE Pipe = 809.58E 18" RCP = 809.48STA. 0+00236 LF OF 18" RCP @ 0.50%T.C. = 816.35 STR# 111 Type "C" Manhole W 18" RCP = 808.30 E 18" RCP = 808.20 N 18" HDPE Pipe = 811.50 STA. 2+36 108 LF OF 18" RCP @ 2.00%T.C. = 811.49 STR# 118 Type "K" Manhole W 18" RCP = 806.04 E 30" RCP = 803.94 SW 24" RCP = 804.34 NW 12" RCP = 807.24 STA. 3+44 71 LF OF 30" RCP @ 0.30%T.C. = 810.52 STR# 119 Type "J" Manhole W 30" RCP = 803.73 E 30" RCP = 803.63 STA. 4+15 242 LF OF 30" RCP @ 0.30%T.C. = 811.13 STR# 120 Type "J" Manhole W 30" RCP = 802.90 SE 30" RCP = 802.80 STA. 6+57BBBBEXISTING GRADEPROPOSED GRADEPROPOSEDTELECOMMUNICATIONSERVICE LINEPROPOSED DOMESTICWATER SERVICE LINEPROPOSED FIREPROTECTION LINESPROPOSED 6"SANITARY LATERALPROPOSED GASSERVICE LINERELOCATE PORTION OF EXISTINGWATER LINE TO ACHIEVE AMININUM SEPERATION OF 18"FROM PROPOSED STORM PIPE18" MIN.PROPOSED 8" WATER LINE18" MIN.PROPOSEDELECTRICALSERVICE LINEHYDRAULIC GRADE LINETBM#1 = 813.74KEYSTONE AVENUE / S.R. 431FDCFDCFDCST-105RIM. = 817.72'ST-111RIM. = 816.35'ST-118RIM. = 811.49'ST-120RIM. = 811.13'ST-117RIM. = 811.05'ST-119RIM. = 810.52'ST-114RIM. = 810.24'FDCFDCFDCFDCRIM. = 817.72'ST-111RIM. = 816.35'ST-118RIM. = 811.49'ST-114RIM. = 810.24'ST-116RIM. = 810.20'ST-115RIM. = 809.72'795800805810815820825795800805810815820825-0+500+001+002+003+004+004+50T.C. = 810.24 STR# 114 Type "C" Manhole N 15" RCP = 806.27 E 15" RCP = 805.87 STA. 0+00 165 LF OF 15" RCP @ 0.50%T.C. = 809.72 STR# 115 Inlet Type "M" W 15" RCP = 805.04 E 24" RCP = 804.94 STA. 1+65 183 LF OF 24" RCP @ 0.20%T.C. = 810.20 STR# 116 Type "C" Manhole W 24" RCP = 804.58 NE 24" RCP = 804.48 STA. 3+48 67 LF OF 24" RCP @ 0.20%T.C. = 811.49 STR# 118 Type "K" Manhole W 18" RCP = 806.04 E 30" RCP = 803.94 SW 24" RCP = 804.34 NW 12" RCP = 807.24 STA. 4+15BBBEXISTING GRADEPROPOSED GRADEPROPOSEDTELECOMMUNICATIONSERVICE LINEPROPOSED GASSERVICE LINEPROPOSED ELECTRICALSERVICE LINEPROPOSED 8" WATER LINE18" MIN.HYDRAULIC GRADE LINECOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SU3.2STORM SEWER PLAN AND PROFILESSTORM SEWER PLANSTORM SEWER PROFILE 5309003060309003060STORM SEWER PLANSTORM SEWER PROFILE 4309003060STORM SEWER PLANSTORM SEWER PROFILE 6STORM PROFILE 4STORM PROFILE 5STORM PROFILE 61.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THESURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.GENERAL NOTES STORM PROFILE KEYNOTESA.8" PVC DOWNSPOUT CONNECTIONB.GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.1APPROXIMATE LIMITS OF GRANULAR BACKFILL1REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023 KEYSTONE AVENUE / S .R . 431PROPERTY LINEST-120RIM. = 811.13'ST-121RIM. = 809.96'ST-122RIM. = 809.95'ST-123RIM. = 807.59'795800805810815820825795800805810815820825-0+500+001+002+003+004+004+00T.C. = 811.13 STR# 120 Type "J" Manhole W 30" RCP = 802.90 SE 30" RCP = 802.80 STA. -0+00 83 LF OF 30" RCP @ 0.30%T.C. = 809.96 STR# 121 Type "J" Manhole NW 30" RCP = 802.55 SE 30" RCP = 802.45 STA. 0+83 STR# 122Aqua-Swirl AS-7T.C. = 809.95NW 30" RCP = 802.36SE 30" RCP = 802.36STA. 1+0825 LF OF 30" RCP @ 0.35%262 LF OF 30" RCP @ 0.35%T.C. = 807.59 STR# 123 Type "J" Manhole NW 30" RCP = 801.45 S 30" RCP = 801.35 STA. 3+70EXISTING GRADEHYDRAULIC GRADE LINEST-123RIM. = 807.59'ST-124RIM. = 805.60'ST-125RIM. = 802.42'790795800805810815820790795800805810815820-0+500+001+002+003+004+005+005+50T.C. = 807.59 STR# 123 Type "J" Manhole NW 30" RCP = 801.45 S 30" RCP = 801.35 STA. -0+00 400 LF OF 30" RCP @ 0.35%T.C. = 805.60 STR# 124 Type "J" Manhole N 30" RCP = 799.95 SE 30" RCP = 799.85 STA. 4+00 T.C. = 802.42 STR# 125 End Section NW 30" RCP = 799.54 STA. 4+8888 LF OF 30" RCP @ 0.35%EXISTING GRADEHYDRAULIC GRADE LINERIM. = 817.51'ST-111RIM. = 816.35'ST-118RIM. = 811.49'ST-117RIM. = 811.05'795800805810815820825795800805810815820825-1+00-1+000+001+001+00STR# 117Inlet Type "A"T.C. = 811.05SE 12" RCP = 807.36STA. 0+00T.C. = 811.49STR# 118Type "K" ManholeW 18" RCP = 806.04E 30" RCP = 803.94SW 24" RCP = 804.34NW 12" RCP = 807.24STA. 0+2020 LF OF 12" RCP @ 0.60%BPROPOSED GRADEEXISTING GRADEHYDRAULIC GRADE LINECOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SU3.3STORM SEWER PLAN AND PROFILESSTORM SEWER PLAN309003060STORM SEWER PROFILE 8309003060STORM SEWER PLAN (NOT IN CONTRACT)STORM SEWER PROFILE 9 (NOT IN CONTRACT)309003060STORM SEWER PLANSTORM SEWER PROFILE 7STORM PROFILE 7STORM PROFILE 8STORM PROFILE 91.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THESURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.GENERAL NOTES STORM PROFILE KEYNOTESA.8" PVC DOWNSPOUT CONNECTIONB.GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.1APPROXIMATE LIMITS OF GRANULAR BACKFILL1REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023 REF.26'-6 3 /8"23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8"175'-11 5 /8"76'-0"26'-0"76'-0"ST-204RIM. = 806.51'ST-207RIM. = 806.45'ST-206RIM. = 806.25'ST-202RIM. = 806.11'ST-201RIM. = 806.06'ST-203RIM. = 805.99'ST-205RIM. = 805.98'790795800805810815820790795800805810815820-0+500+001+002+002+50T.C. = 806.06 STR# 201 Inlet Type "A" E 12" RCP = 802.33 STA. 0+00 63 LF OF 12" RCP @ 0.32%STR# 202Inlet Type "A"T.C. = 806.11W 12" RCP = 802.13E 12" RCP = 802.13STA. 0+6321 LF OF 12" RCP @ 0.32%T.C. = 805.99 STR# 203 Type "C" Manhole W 12" RCP = 802.06 SE 12" RCP = 802.06 STA. 0+8431 LF OF 12" RCP @ 0.32%T.C. = 806.51 STR# 204 Type "K" Manhole NW 12" RCP = 801.96 E 24" RCP = 798.96 W 18" RCP = 799.34 N 24" RCP = 799.01 STA. 1+15 65 LF OF 24" RCP @ 0.48%T.C. = 806.45 STR# 207 Type "L" Manhole W 24" RCP = 798.65 E 36" RCP = 798.65 NW 24" RCP = 799.10 STA. 1+80PROPOSED GRADEEXISTING GRADEBBBBHYDRAULIC GRADE LINEFDC ST-208RIM. = 808.89'ST-204RIM. = 806.51'ST-207RIM. = 806.45'ST-206RIM. = 806.25'ST-205RIM. = 805.98'790795800805810815820790795800805810815820-0+500+001+002+002+00T.C. = 806.45 STR# 207 Type "L" Manhole W 24" RCP = 798.65 E 36" RCP = 798.65 NW 24" RCP = 799.10 STA. 0+56STR# 205Inlet Type "A"T.C. = 805.98E 12" RCP = 802.23STA. 0+0017 LF OF 12" RCP @ 0.32%T.C. = 806.25 STR# 206 Type "J" Manhole W 12" RCP = 802.18 SE 24" RCP = 799.18 NE 24" RCP = 799.28 STA. 0+1740 LF OF 24" RCP @ 0.20%65 LF OF 36" RCP @ 0.15%T.C. = 808.89 STR# 208 Type "J" Manhole W 36" RCP = 798.55 E 36" RCP = 798.55 STA. 1+21PROPOSEDGRADE EXISTING GRADEBBBEXISTING 8" SANITARY SEWERNEW 6" SANITARY LATERALEXISTING ELECTRICAL ANDTELECOMMUNICATION LINES(DUCTBANK). CONTRACTOR TOVERIFY LOCATION AND ELEVATION(POTHOLE) PRIOR TO CONSTUCTION.EXISTING 8" SANITARY SEWERHYDRAULIC GRADE LINE790795800805810815820790795800805810815820-0+500+001+002+003+004+005+005+00T.C. = 808.89 STR# 208 Type "J" Manhole W 36" RCP = 798.55 E 36" RCP = 798.55 STA. -0+00 237 LF OF 36" RCP @ 0.15%T.C. = 808.26 STR# 209 Type "L" Manhole W 36" RCP = 798.20 E 48" RCP = 798.20 N 36" RCP = 801.59 STA. 2+37 193 LF OF 48" RCP @ 0.10%T.C. = 808.55 STR# 210 Type "N" Manhole W 48" RCP = 798.00 SE 48" RCP = 800.00 S 30" HDPE Pipe = 798.00 STA. 4+30EXISTING GRADEEXISTING GRADEBBBEXIST. ELEC. LINEEXIST. ELEC. LINEEXISTING ELECTRICAL ANDTELECOMMUNICATION LINES (DUCTBANK)HYDRAULIC GRADE LINEST-208RIM. = 808.89'ST-210RIM. = 808.55'ST-209RIM. = 808.26'ST-207RIM. = 806.45'ST-211ARIM. = 808.33'INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060SU3.11STORM SEWER PLAN AND PROFILESSTORM SEWER PLANSTORM SEWER PROFILE 11STORM SEWER PLANSTORM SEWER PROFILE 12309003060STORM SEWER PLANSTORM SEWER PROFILE 133090030601.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THESURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.GENERAL NOTESSTORM PROFILE 11 STORM PROFILE KEYNOTESA.CONCRETE ENCASEMENT REQUIREDB.GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.11APPROXIMATE LIMITS OF GRANULAR BACKFILLCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.STORM PROFILE 12STORM PROFILE 131REGULATORY REVIEW1-18-20232TAC RESPONSE03-17-2023 ST-211RIM. = 808.64'ST-210RIM. = 808.55'ST-212End SectionINV. 797.83 (NW)ST-211ARIM. = 808.33'790795800805810815820790795800805810815820-0+500+001+002+002+50STR# 210Type "N" ManholeT.C. = 808.55W 48" RCP = 798.00SE 48" RCP = 800.00S 30" HDPE Pipe = 798.00STA. -0+0030 LF OF 48" RCP @ 0.13%T.C. = 808.64 STR# 211 Type "N" Manhole NW 48" RCP = 799.96 SE 48" RCP = 797.96 W 30" HDPE Pipe = 797.96 STA. 0+30 144 LF OF 48" RCP @ 0.10%T.C. = 802.33 STR# 212 End Section NW 48" RCP = 797.83 STA. 1+74EXISTING GRADEEXISTING WATER LINE.VERIFY LOCATION ANDELEVATION (POTHOLE)PRIOR TO CONSTRUCTIONRELOCATE PORTION OF EXISTINGWATER LINE TO ACHIEVE AMININUM SEPERATION OF 18"FROM PROPOSED STORM PIPE18" MIN.BABHIGH FLOW BY-PASSPIPE FOR OFF-LINEBMP ST-211AHYDRAULIC GRADE LINE790795800805810815820790795800805810815820-0+500+001+002+002+50T.C. = 805.63 STR# 301 Inlet Type "M" E 18" RCP = 801.41 STA. 0+00 90 LF OF 18" RCP @ 0.30%T.C. = 806.08 STR# 303 Type "C" Manhole W 18" RCP = 801.14 E 18" RCP = 801.14 N 24" RCP = 801.04 STA. 0+90 83 LF OF 18" RCP @ 0.45%T.C. = 805.64 STR# 302 Inlet Type "M" W 18" RCP = 801.52 STA. 1+72PROPOSED GRADEEXISTING GRADEBBHYDRAULIC GRADE LINE52'-8" 31'-10"FDCFDCFDCFDCFDCST-303RIM. = 806.08'ST-304RIM. = 805.92'ST-302RIM. = 805.64'ST-301RIM. = 805.63'790795800805810815820790795800805810815820-1+00-1+000+001+001+00STR# 303Type "C" ManholeT.C. = 806.08W 18" RCP = 801.14E 18" RCP = 801.14N 24" RCP = 801.04STA. -0+0014 LF OF 24" RCP @ 0.40%T.C. = 805.92 STR# 304 Type "J" Manhole S 24" RCP = 800.99 E 36" RCP = 800.44 STA. 0+14 PROPOSED GRADEEXISTING GRADEBHYDRAULIC GRADE LINEREF.FDCST-303RIM. = 806.08'ST-304RIM. = 805.92'INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SU3.21STORM SEWER PLAN AND PROFILES309003060STORM SEWER PLANSTORM PROFILE 141.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THESURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.GENERAL NOTES STORM PROFILE KEYNOTESA.CONCRETE ENCASEMENT REQUIREDB.GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.11APPROXIMATE LIMITS OF GRANULAR BACKFILLCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR19700317No.STORM SEWER PROFILE 14STORM SEWER PROFILE 15STORM SEWER PLAN309003060STORM PROFILE 15STORM SEWER PROFILE 16STORM SEWER PLAN309003060STORM PROFILE 161REGULATORY REVIEW1-18-20232ADDENDUM #11-25-20233TAC RESPONSE03-17-2023 UP REF.23'-8 5 /8 "26'-6 3 /8 "23'-8 5 /8 "28'-0 3/8"20'-8"32'-7 5/8"20'-8 "175'-11 5/8"76'-0"26'-0 "76'-0 " 52'-8" 31'-10"18'-9 5/8"FINAL PLAT OFARDEN TOWNHOMESINS T R . # 2 0 0 7 0 0 1 1 7 1LOT1201LOT1202LOT1203LOT1204LOT1205LOT1206LOT1207LOT 1301LOT 1302LOT 1303LOT 1304LOT 1305LOT 1306LOT 1401LOT 1402LOT 1403LOT 1404LOT 1405LOT 1406LOT 1701LOT 1702LOT 1703LOT 1704LOT 401LOT 402LOT 403LOT 404LOT 405LOT 301LOT 302LOT 303LOT 304LOT 305LOT 201LOT 202LOT 203LOT 204LOT 205LOT 101LOT 102LOT 103LOT 104LOT 105COMMON AREA "B"COMMON AREA "N"PRIVATE ALLEYCOMMON AREA "L"COMMON AREA "H"COMMON AREA "F"COMMON AREA "E"PRIVATE ALLEYPRIVATE ALLEY 3 5 ' F RON T Y A RD S E T B AC K 3 0 ' GR E EN B E L T 3 5 ' S ID E Y AR D S E T B A C K 3 0 ' GR E E N B E L T35' FRONT YARD SETBACK25' SIDE YARD SETBACKPROPERTY L INEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY L INEPROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY L INE PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE80.00' EMERGENCY SPILLWAYDRY DETENTION BASINTOP OF BANK = 804.6510 YEAR ELEVATION = 801.5010 YEAR RELEASE RATE = 4.49 CFS10 YEAR STORAGE VOLUME = 4.65 AC/FT100 YEAR ELEVATION = 802.65100 YEAR RELEASE RATE = 12.65 CFS100 YEAR STORAGE VOLUME = 9.91 AC/FTCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSGREYHOUND ACTIVITY CENTERSOUTH ENTRANCE BUILDINGSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMRL1.0LANDSCAPE PLAN - OVERALL80240080160SEE LANDSCAPE PLAN L1.4(SOUTH SUPPORT BUILDINGS PROJECT)SEE LANDSCAPE PLAN L1.5(GREYHOUND ACTIVITY CENTER PROJECT)SEE LANDSCAPE PLAN L1.3(GREYHOUND ACTIVITY CENTER PROJECT)SEE LANDSCAPE PLAN L1.1(SOUTH SUPPORT BUILDINGS PROJECT)SEE LANDSCAPE PLAN L1.2(NOT IN PROJECT)ZONING SUMMARY1REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-2023 REF.23'-8 5/8"26'-6 3/8"23'-8 5/8"28'-0 3/8"20'-8"32'-7 5/8"20'-8"175'-11 5/8"76'-0"26'-0"76'-0"52'-8" 31'-10"18'-9 5/8"SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREET35' FRONT YARD SETBACKPROPERTY LINEPROPERTY LINEPROPERTY LINE309003060INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! L1.1LANDSCAPE PLAN - SOUTHSOUTH ENTRANCE BUILDINGSOUTH ENTRANCE BUILDING5QRKEYNOTESSEEDED LAWN PER SPECIFICATIONSMULCH TREE RING - PER DETAIL A/L2.11PROTECT TREES TO REMAIN - PER DETAIL C/L2.11WASHED RIVER ROCK BED - PER DETAIL D/L2.11STEEL EDGING - PER DETAIL E/L2.111.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.3.LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS A ON SHEETL2.11. WIRE BASKET, BURLAP AND TWINE MUST BE REMOVED FROMROOTBALL.4.TREES PLANTED IN LAWN AREAS TO HAVE A SHREDDED HARDWOOD MULCHTREE RING PER DETAIL.5.SEE PLANT SCHEDULE ON DWG L2.11 FOR PLANT TYPE AND SIZEGENERAL NOTESPROPOSED LANDSCAPE LEGENDPROPOSED 2 1/2" CAL. DECIDUOUS TREE6' HT. EVERGREEN TREESEEDED LAWN111111113333332222SEE SITE PLAN - CENTER - L1.2 (NOT IN PROJECT)SEE SITE PLAN - SOUTHEAST - L1.4 SEE SITE PLAN - SOUTHEAST - L1.4 SEE SITE PLAN - WEST - L1.6 (NOT IN PROJECT)TYPTYPTYPTYPCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR44665QR5QRPLANT COUNTPLANT TYPE - SEE PLANT SCHEDULE1REGULATORY REVIEW1-18-2023APPROXIMATE LIMITS OF CONSTRUCTION2TAC RESPONSE03-07-2023 UP KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 4313 5 ' S ID E Y ARD S E T B AC K 3 0 ' GR E EN B E L T 20' SIDE YARD SETBACKPROPERTY LINE PROPERTY LINEPROPERTY LINE PROPERTY LINECOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMRGREYHOUND ACTIVITY CENTERINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060L1.3LANDSCAPE PLAN - NORTHKEYNOTESSEEDED LAWN PER SPECIFICATIONSMULCH TREE RING - PER DETAIL A/L2.0PROTECT TREES TO REMAIN - PER DETAIL C/L2.0WASHED RIVER ROCK BED - PER DETAIL D/L2.0SEEDED NATIVE MIX - SLOPE STABILIZATION SEED MIXAVAILABLE FROM STANTEC PLANT NURSERY ORAPPROVED EQUAL, REFER SPECIFICATIONS FORPLANTING REQUIREMENTSSTEEL EDGING - PER DETAIL E/L2.01.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.3.LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS A & B ONSHEET L2.0. WIRE BASKET, BURLAP AND TWINE MUST BE REMOVED FROMROOTBALL.4.TREES PLANTED IN LAWN AREAS TO HAVE A SHREDDED HARDWOOD MULCHTREE RING PER DETAIL.5.SEE PLANT SCHEDULE ON DWG L2.0 FOR PLANT TYPE AND SIZEGENERAL NOTESPROPOSED LANDSCAPE LEGENDPROPOSED 2 1/2" CAL. DECIDUOUS TREE6' HT. EVERGREEN TREESEEDED LAWNSEEDED NATIVE PLANT MIXTURE TYPE 1APPROXIMATE LIMITS OF CONSTRUCTION1555133113144411222TYPTYPTYP2TYP2TYPSEE SITE PLAN - WEST - L1.6(NOT IN PROJECT)SEE SITE PLAN - CENTER - L1.2 (NOT IN PROJECT)SEE SITE PLAN - NORTHEAST - L1.5SEE SITE PLAN - CENTER - L1.2 (NOT IN PROJECT)5512TYP2TYP33333TYPTYPTYPTYPTYP668PS1PO1PO1PO20PA1PO1PO3UMG2CO2CO5CKL6QM6QR1REGULATORY REVIEW1-18-2023NATIVE PLANTINGS SEED MIXSLOPE STABILIZATION SEED MIXPERMANENT GRASSESANDROPOGON GERARDII - BIG BLUESTEMBOUTELOUA CURTIPENDULA - SIDE-OATS GRAMACAREX SPP. - PRAIRIE SEDGE SPECIESELYMUS CANADENSIS - CANADA WILD RYEELYMUS VIRGINICUS - VIRGINIA WILD RYEPANICUM VIRGATUM - SWITCH GRASSSCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEMSORGHASTRUM NUTANS - INDIAN GRASSTEMPORARY COVERAVENA SATIVA - COMMON OATLOLIUM MULTIFLORUM - ANNUAL RYE2TAC RESPONSE03-07-2023 SMOKEY ROW ROAD / E 136TH STREETSMOKEY ROW ROAD / E 136TH STREETKEYSTONE AVENUE / S.R. 43135' FRONT YARD SETBACK30' GREEN BELTPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE80.00' EMERGENCY SPILLWAYDRY DETENTION BASINTOP OF BANK = 804.6510 YEAR ELEVATION = 801.5010 YEAR RELEASE RATE = 4.49 CFS10 YEAR STORAGE VOLUME = 4.65 AC/FT100 YEAR ELEVATION = 802.65100 YEAR RELEASE RATE = 12.65 CFS100 YEAR STORAGE VOLUME = 9.91 AC/FTINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080L1.4LANDSCAPE PLAN - SOUTHEASTKEYNOTESSEEDED LAWN PER SPECIFICATIONSPROTECT TREES TO REMAIN - PER DETAIL C/L2.11SEEDED NATIVE MIX - SWALE SEED MIX AVAILABLE FROMSTANTEC PLANT NURSERY OR APPROVED EQUAL,REFER SPECIFICATIONS FOR PLANTING REQUIREMENTS1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.3.LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAIL A ON SHEETL2.11. WIRE BASKET, BURLAP AND TWINE MUST BE REMOVED FROMROOTBALL.4.TREES PLANTED IN LAWN AREAS TO HAVE A SHREDDED HARDWOOD MULCHTREE RING PER DETAIL.5.SEE PLANT SCHEDULE ON DWG L2.11 FOR PLANT TYPE AND SIZEGENERAL NOTESPROPOSED LANDSCAPE LEGENDPROPOSED 2 1/2" CAL. DECIDUOUS TREE6' HT. EVERGREEN TREESEEDED LAWNSEEDED NATIVE PLANT MIXTURE3111333333111SEE SITE PLAN - NORTHEAST - L1.5 (GREYHOUND ACTIVITY CENTER PROJECT)SEE SITE PLAN - SOUTH - L1.1 5555COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR111REGULATORY REVIEW1-18-20232TAC RESPONSE03-07-2023APPROXIMATE LIMITS OF CONSTRUCTIONNATIVE PLANTINGS SEED MIXSWALE SEED MIXPERMANENT GRASSES/SEDGESANDROPOGON GERARDII - BIG BLUESTEMCAREX CRISTATELLA - CRESTED OVAL SEDGECAREX LURIDA - BOTTLEBRUSH SEDGECAREX SPP. - PRAIRIE SEDGE SPECIESCAREX STIPATA - COMMON FOX SEDGECAREX VULPINOIDEA - BROWN FOX SEDGEELYMUS CANADENSIS - CANADA WILD RYEELYMUS VIRGINICUS - VIRGINIA WILD RYEJUNCUS EFFUSUS - COMMON RUSHPANICUM VIRGATUM - SWITCH GRASSSCIRPUS ATROVIRENS - DARK GREEN RUSHSCIRPUS CYPERINUS - WOOL GRASSSPARTINA PECTINATA - PRAIRIE CORD GRASSTEMPORARY COVERAVENA SATIVA - COMMON OATFORBSALISMA SUBCORDATUM - COMMON WATER PLANTAINASCLEPIAS INCARNATA - SWAMP MILKWEEDCOREOPSIS TRIPTERIS - TALL COREOPSISEUTHAMIA GRAMINIFOLIA - COMMON GRASS-LEAVEDGOLDENRODEUTROCHIUM MACULATUM - SPOTTED JOE-PYE WEEDIRIS SPP. - BLUE FLAG SPECIESLIATRIS SPICATA - MARSH BLAZING STARLYCOPUS AMERICANUS - COMMON WATER HOREHOUNDMIMULUS RINGENS - MONKEY FLOWERPENTHORUM SEDOIDES - DITCH STONECROPPYCNANTHEMUM VIRGINIANUM - COMMON MOUNTAIN MINTRUDBECKIA SUBTOMENTOSA - SWEET BLACK-EYED SUSANRUDBECKIA TRILOBA - BROWN-EYED SUSANSENNA HEBECARPA - WILD SENNASYMPHYOTRICHUM NOVAE-ANGLIAE - NEW ENGLAND ASTERVERBENA HASTATA - BLUE VERVAINZIZIA AUREA - GOLDEN ALEXANDERS KEYSTONE AVENUE / S.R. 431KEYSTONE AVENUE / S.R. 4313 5 ' FRON T Y AR D S E T B AC K 3 0 ' GR E EN B E L T PROPERTY LINEPROPERTY LINEPROPERTY LINECOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMRINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 309003060L1.5LANDSCAPE PLAN - NORTHEASTKEYNOTESSEEDED LAWN PER SPECIFICATIONSMULCH TREE RING - PER DETAIL A/L2.0PROTECT TREES TO REMAIN - PER DETAIL C/L2.0WASHED RIVER ROCK BED - PER DETAIL D/L2.0SEEDED NATIVE MIX - SLOPE STABILIZATION SEED MIXAVAILABLE FROM STANTEC PLANT NURSERY ORAPPROVED EQUAL, REFER SPECIFICATIONS FORPLANTING REQUIREMENTSSTEEL EDGING - PER DETAIL E/L2.01.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.3.LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS A & B ONSHEET L2.0. WIRE BASKET, BURLAP AND TWINE MUST BE REMOVED FROMROOTBALL.4.TREES PLANTED IN LAWN AREAS TO HAVE A SHREDDED HARDWOOD MULCHTREE RING PER DETAIL.5.SEE PLANT SCHEDULE ON DWG L2.0 FOR PLANT TYPE AND SIZEGENERAL NOTESPROPOSED LANDSCAPE LEGENDPROPOSED 2 1/2" CAL. DECIDUOUS TREE6' HT. EVERGREEN TREESEEDED LAWNSEEDED NATIVE PLANT MIXTURE TYPE 1APPROXIMATE LIMITS OF CONSTRUCTION31333333111331SEE SITE PLAN - NORTH - L1.3 SEE SITE PLAN - SOUTHEAST - L1.4 (NOT IN PROJECT)TYP23SEE SITE PLAN - NORTH - L1.34LT1REGULATORY REVIEW1-18-2023332TAC RESPONSE03-07-2023 L2.0LANDSCAPE DETAILSCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222063.00CARMEL HIGHSCHOOLGREYHOUNDACTIVITY CENTERCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.01.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMRNOTES:1.TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEENMULCHED PLANTING BEDS & LAWN AREAS. THE EDGE SHALLCREATE A SMOOTH AND EVEN LINE AS SHOWN ON PLANS.2.PLACE SOIL FROM TRENCH EDGE WITHIN BED.3.TRENCH BED EDGE SHALL BE USED AT THE EDGES OF ALL MULCHEDPLANTING BEDS THAT ABUT LAWN AREAS FOR CONTAINMENT.VERTICAL EDGE4" SHREDDED HARDWOODMULCHFINISH GRADE OFPLANTING BEDMULCHED PLANTING BEDLAWN AREA3"4"KEEP OUTTREEPROTECTIONZONENOTES:1.FENCE AROUND TREES AS SHOWN ABOVE TO KEEP EQUIPMENT OFF THE ROOT AREA.2.WHEN REQUIRED TO CROSS THE PROTECTION-ZONE CUSHION THE AREA WITHIN THETREE PROTECTION ZONE WITH 6 INCHES OF WOOD CHIPS OR HARDWOOD MULCH.3.CREATE TRAFFIC PATTERNS SUCH AS TO KEEP SOIL COMPACTION TO A MINIMUMADJACENT TO THE TREE PROTECTION ZONE.4.STORE SUPPLIES AND EQUIPMENT AWAY FROM TREES.5.DESIGNATE SITES WELL AWAY FROM TREES FOR WASHING OUT CONCRETE TRUCKS.REFER TO EROSION CONTROL PLANS FOR LOCATION OF CONCRETE WASHOUT AREAS.6.INSTALL ONE ACCESS GATE PER TREE PROTECTION ZONE.7.MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH.TREE DRIP LINEEXISTING TREEDRIP LINEFENCE LOCATION(1-1/2 TIMES DIA.OF DRIPLINE)ORANGE SAFETY FENCEOR EQUIVALENTSTEEL T-POSTINSTALL SIGN ±20' O.C.,MINIMUM OF 4 SIGNS,EACH SIGN FACING ADIFFERENT DIRECTIONFENCE LOCATION1 1/2 TIMES DIAMETER OF TREE DRIP LINE8'-0"4'-0"2'-0"PLAN1-1 /2 XDRIP L INE DRIPLINETREE PROTECTION - DETAIL CNO SCALEINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4" WASHED RIVER ROCKREFER TO PLOT & LANDSCAPEPLANS FOR LOCATIONSGEOTEXTILE SOILSEPARATORCOMPACTED SUBGRADENOTES:1.STEEL EDGING TO BE INSTALLED BETWEEN ALLWASHED RIVER ROCK BEDS AND LAWN AREAS.WASHED RIVER ROCK BED - DETAIL D1" = 6"NOTES:1.STEEL EDGING COLOR TO BE BLACK.2.STEEL EDGING TO BE INSTALLED BETWEEN ALL WASHED RIVER ROCK BEDS ANDLAWN AREAS.3.STEEL EDGING TO BE INSTALLED FLUSH WITH ADJACENT FINISHED GRADE.STEEL EDGING - DETAIL E1" = 6"FINISHGRADE4" WASHED RIVER ROCKGEOTEXTILE SOILSEPARATORCOMPACTED SUBGRADE1/4" STEEL EDGING,PAINTED BLACK1'-3" LONG TAPERED STEELSTAKES SPACED @ 2'-6"5"10"1REGULATORY REVIEW1-18-2023 L2.11LANDSCAPE DETAILSNOTES:1.TRENCH EDGE SHALL CREATE A CLEAN SEPARATION BETWEENMULCHED PLANTING BEDS & LAWN AREAS. THE EDGE SHALLCREATE A SMOOTH AND EVEN LINE AS SHOWN ON PLANS.2.PLACE SOIL FROM TRENCH EDGE WITHIN BED.3.TRENCH BED EDGE SHALL BE USED AT THE EDGES OF ALL MULCHEDPLANTING BEDS THAT ABUT LAWN AREAS FOR CONTAINMENT.VERTICAL EDGE4" SHREDDED HARDWOODMULCHFINISH GRADE OFPLANTING BEDMULCHED PLANTING BEDLAWN AREA3"4"KEEP OUTTREEPROTECTIONZONENOTES:1.FENCE AROUND TREES AS SHOWN ABOVE TO KEEP EQUIPMENT OFF THE ROOT AREA.2.WHEN REQUIRED TO CROSS THE PROTECTION-ZONE CUSHION THE AREA WITHIN THETREE PROTECTION ZONE WITH 6 INCHES OF WOOD CHIPS OR HARDWOOD MULCH.3.CREATE TRAFFIC PATTERNS SUCH AS TO KEEP SOIL COMPACTION TO A MINIMUMADJACENT TO THE TREE PROTECTION ZONE.4.STORE SUPPLIES AND EQUIPMENT AWAY FROM TREES.5.DESIGNATE SITES WELL AWAY FROM TREES FOR WASHING OUT CONCRETE TRUCKS.REFER TO EROSION CONTROL PLANS FOR LOCATION OF CONCRETE WASHOUT AREAS.6.INSTALL ONE ACCESS GATE PER TREE PROTECTION ZONE.7.MAINTAIN TREE PROTECTION ZONES FREE OF WEEDS AND TRASH.TREE DRIP LINEEXISTING TREEDRIP LINEFENCE LOCATION(1-1/2 TIMES DIA.OF DRIPLINE)ORANGE SAFETY FENCEOR EQUIVALENTSTEEL T-POSTINSTALL SIGN ±20' O.C.,MINIMUM OF 4 SIGNS,EACH SIGN FACING ADIFFERENT DIRECTIONFENCE LOCATION1 1/2 TIMES DIAMETER OF TREE DRIP LINE8'-0"4'-0"2'-0"PLAN1-1 /2 XDRIP L INE DRIPLINETREE PROTECTION - DETAIL CNO SCALEINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4" WASHED RIVER ROCKREFER TO PLOT & LANDSCAPEPLANS FOR LOCATIONSGEOTEXTILE SOILSEPARATORCOMPACTED SUBGRADENOTES:1.STEEL EDGING TO BE INSTALLED BETWEEN ALLWASHED RIVER ROCK BEDS AND LAWN AREAS.WASHED RIVER ROCK BED - DETAIL D1" = 6"NOTES:1.STEEL EDGING COLOR TO BE BLACK.2.STEEL EDGING TO BE INSTALLED BETWEEN ALL WASHED RIVER ROCK BEDS ANDLAWN AREAS.3.STEEL EDGING TO BE INSTALLED FLUSH WITH ADJACENT FINISHED GRADE.STEEL EDGING - DETAIL E1" = 6"FINISHGRADE4" WASHED RIVER ROCKGEOTEXTILE SOILSEPARATORCOMPACTED SUBGRADE1/4" STEEL EDGING,PAINTED BLACK1'-3" LONG TAPERED STEELSTAKES SPACED @ 2'-6"5"10"COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032PROJECT ISSUE DATE: 12.13.2022CONSTRUCTION DOCUMENTSDRAWN BY: ARS317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTPROJECT MANAGER: PMR1REGULATORY REVIEW1-18-2023 UP 17 17 16 15 14 13 12 11 10 9 8 7 6 5 4 I H G JJ F E D C B AA VESTIBULE 101 MEN'S ROOM 103 WOMEN'S ROOM 102 FIELD AREA 100 2 A4.01 OF BRICK BEYOND)1' - 0" (OUTSIDE FACE27' - 4"22' - 0"22' - 0"22' - 0"24' - 0"22' - 0"22' - 0"22' - 0"27' - 4"1' - 0"27' - 0"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"27' - 0" MECHANICAL 105 ELECTRICAL 106 3 2 1 1 210' - 8"A1.02 1 BAND 104 425' - 0" 428' - 0" (OUT. TO OUT. FACE BRICK) 26' - 6" 5 A5.01 26' - 6"26' - 6"26' - 6"1' - 4" 3' - 4" 3' - 4"10' - 0"8' - 6"26' - 6"26' - 6"20' - 6" 3' - 4" 2' - 8"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"3' - 4" 3' - 4" 19' - 10"26' - 6"27' - 0"1' - 0"27' - 4"9' - 6"3' - 4"9' - 2"22' - 0"22' - 0"10' - 2"3' - 4"10' - 6"22' - 0"22' - 0"9' - 6"3' - 4"9' - 2"27' - 4"1' - 0"1' - 6" 27' - 0"26' - 6"19' - 9" 3' - 4" 3' - 5"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"20' - 3 1/2" 3' - 4" 2' - 10 1/2"26' - 6"26' - 6"26' - 6"26' - 6"26' - 6"5' - 4"21' - 2"27' - 0"1' - 6"212' - 8" (OUT. TO OUT. FACE BRICK)3 A5.01 2 A5.01 1 A5.01 212' - 8"100E100G 100I 100H 100F 100A 100C 100D100B 100J A6.01 17 4 A5.01 5' - 0"114' - 0"3 A4.01 4 A4.01 1 A4.01 10' - 0"1' - 9"3' - 4"9"2' - 6"3' - 4"1' - 10"10' - 0"5' - 0"3' - 4"3' - 4"1' - 10"2' - 2"3' - 4"CENTERLINE OF END ZONE 12' - 2 1/2"210'-8"1'-6" OF BRICK BEYOND) 1'-6" (OUTSIDE FACE 210'-8"18 19 A1.02 21'-4"A1.03 2 A1.03 1 1 4 5 6 7 8 9 12'-8" 115'-0" 108'-8" A1.03 1 Sim 55 9 9 9 NORTH SOUTH 18 18 1818 1818 18 18 19 1 1 .A3.03 2 .A3.033.A3.03 1 .A3.03 4 ARCHITECTURAL PLAN GENERAL NOTES A. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW. B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. D. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION. E. FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET A1.03. F. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS. UNLESS NOTED OTHERWISE. EXTERIOR METAL STUD WALLS ARE DIMENSIONED TO INSIDE FACE OF METAL STUDS. G. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. H. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. I. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. J. REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. K. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS. L. REFER TO MASTER / CODE PLANS FOR CODE INFORMATION, FIRE RATED WALLS, AND NON-RATED WALLS EXTENDING TO THE DECK ABOVE. M. R.B.B. -INDICATES RESILIENT BASKETBALL FLOORING. REFER TO PROJECT MANUAL N. SF -INDICATES ALUMINUM STOREFRONT SYSTEM. REFER TO A6.01 O. R.A.F. -INDICATES RESILIENT ATHLETIC FLOORING REFER TO PROJECT MANUAL. W8-C ANCHOR / BRACE AT STRUCTURE ABOVE FINISH FLOOR ANCHOR / BRACE AT STRUCTURE ABOVE FINISH CEILING REFER TO REFLECTED CEILING PLAN (TYP) FINISH BASE (TYP) ANCHOR / BRACE AT STRUCTURE ABOVE 8" CMU TO 10' -8" ABOVE OR 4" MIN ABOVE HIGHEST ADJACENT CEILING REFER TO FLOOR PLAN BOND BEAM TOP COURSE (UNO) NOTE: IF NOT BEARING WALL, AND EXTENDING TO DECK / STRUCTURE ABOVE, HOLD TOP OF CMU 2" BELOW DECK / STRUCTURE. CUT CMU TO ACCOMMODATE 2" DIMENSION. GROUT TOP COURSE SOLID. PACK VOID WITH MINERAL WOOL (NON-RATED) AND FIRESTOPPING (RATED) EXTEND WALL CONSTRUCTION TO DECK/STRUCTURE ABOVE (UNO) WALL TYPE GENERAL NOTES 1. WALL TYPE "W?" INDICATES WALL CONSTRUCTION. 2. REFER TO CODE PLANS FOR RATED WALLS EXTENDING TO DECK. 3. REFER TO INTERIOR FINISH PLANS AND LIST OF FINISHES FOR WALL FINISHES. 4. REFER TO STRUCTURAL DRAWINGS FOR HORIZONTAL AND VERTICAL REINFORCING @ MASONRY WALLS. 5. PROVIDE DEEP LEG TRACK @ ALL STEEL STUDS THAT EXTEND TO DECK/STRUCTURE ABOVE (UNO). 6. PACK VOIDS @ NON-RATED WALLS W/ MINERAL WOOL. 7. PACK VOIDS @ RATED WALLS W/ FIRESTOPPING. 8. PROVIDE SOUND ATTENUATION BLANKETS @ WALLS THAT REQUIRE ACOUSTICAL INSULATION. W8W6 FINISH CEILING REFER TO REFLECTED CEILING PLAN (TYP) FINISH BASE (TYP) 6" CMU TO 10' -8" ABOVE OR 4" MIN ABOVE HIGHEST ADJACENT CEILING REFER TO FLOOR PLAN FINISH CEILING REFER TO REFLECTED CEILING PLAN (TYP) FINISH BASE (TYP) 8" CMU TO 10' -8" ABOVE OR 4" MIN ABOVE HIGHEST ADJACENT CEILING REFER TO FLOOR PLAN W8-B 3 5/8 BRICK TO 10' -8" ABOVE OR 4" MIN ABOVE HIGHEST ADJACENT CEILING REFER TO FLOOR PLAN BOND BEAM TOP COURSE (UNO) FINISH BASE (TYP) 5/8" GWB (1 LAYER) W8-D 5/8" IMPACT RESISTANT GWB (1 LAYER) 12 GAUGE COLD FORMED 6" METAL STUDS @ 16" OC ANCHOR / BRACE AT STRUCTURE ABOVE EXTEND WALL CONSTRUCTION TO DECK/STRUCTURE ABOVE (UNO) BOND BEAM TOP COURSE (UNO) FINISH BASE (TYP) T./ CMU EL 10-8" 5/8" GWB (1 LAYER) 12" CMU TO 10' -8" ABOVE OR 4" MIN ABOVE HIGHEST ADJACENT CEILING REFER TO FLOOR PLAN 8" CMU TO 10' -8" ABOVE OR 4" MIN ABOVE HIGHEST ADJACENT CEILING REFER TO FLOOR PLAN FINISH CEILING REFER TO REFLECTED CEILING PLAN (TYP) FINISH BASE (TYP) ANCHOR / BRACE AT STRUCTURE ABOVE 8" CMU TO 10' -8" ABOVE OR 4" MIN ABOVE HIGHEST ADJACENT CEILING -REFER TO FLOOR PLAN W8-A BOND BEAM TOP COURSE (UNO) BOND BEAM TOP COURSE (UNO) BOND BEAM TOP COURSE (UNO) 6" METAL STUDS @ 16" OC 5/8" GWB (1 LAYER) ANCHOR / BRACE AT STRUCTURE ABOVE 5/8" GWB (1 LAYER) EXTEND WALL CONSTRUCTION TO DECK/STRUCTURE ABOVE (UNO) EXTEND WALL CONSTRUCTION TO DECK/STRUCTURE ABOVE (UNO) 5/8" x 5/8" METAL REVEAL REGLET FINISH CEILING REFER TO REFLECTED CEILING PLAN (TYP) 5/8" IMPACT RESISTANT GWB (1 LAYER) 12 GAUGE COLD FORMED 6" METAL STUDS @ 16" OC 5/8" x 5/8" METAL REVEAL REGLET FINISH CEILING REFER TO REFLECTED CEILING PLAN (TYP) T./ CMU EL 10-8" 12 GAUGE COLD FORMED 6" METAL STUDS @ 16" OC 5/8" x 5/8" METAL REVEAL REGLET T./ CMU EL 10-8" 5/8" IMPACT RESISTANT GWB (1 LAYER) SOUND ATTENUATION BATTS FULL HEIGHT OF MTL STUDS 1 SOUND ATTENUATION BATTS FULL HEIGHT OF MTL STUDS 1 SOUND ATTENUATION BATTS FULL HEIGHT OF MTL STUDS 1 SOUND ATTENUATION BATTS FULL HEIGHT OF MTL STUDS 1 VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES AND ALL EXISTING FIELD CONDITIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT THE ARCHITECT BEFORE PROCEEDING WITH WORK. COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN A B WWW.FHAI.COM ARCHITECT CONSULTANT TLF ENGINEERS 3/17/2023 11:28:34 AM\\data1\citrixprofiles$\tkhalaf\upm_profile\documents\222063_Greyhound Activity Centerl_tkhalaf837NX.rvtPROJECT NUMBER: 222063 GREYHOUND ACTIVITY CENTER CARMEL CLAY SCHOOLS 2450 E 136th St, Carmel, IN 46032 FIRST FLOOR OVERALL PLAN A1.01 PROJECT ISSUE DATE: 12-1-2022 DRAWN BY: JAM SCALE: 1/16" = 1'-0" FIRST FLOOR OVERALL PLAN1 WALL TYPES2 ARCHITECTURAL PLAN NOTES # NOTE 1 SYNTHETIC GRASS PLAYING SURFACE SYSTEM (SGS) WITH RUBBER / SAND MIX OVER 7" MIN FREE DRAINING AGGREGATE. REFER TO FLOOR PLANS FOR EXTENTS AND 2-A8.01 2 2 STEEL PIPE BOLLARD (EXTERIOR) - REFER TO 7-A5.02 3 3 STEEL PIPE BOLLARD (INTERIOR) - REFER TO 8-A5.02 4 CONCRETE PAD FOR BAND TOWER. REFER TO STRUCTURAL DRAWINGS FOR DETAILS, SIZE AND LOCATION 5 CEILING FAN. REFER TO MECHANICAL DRAWINGS. 6 INTERIOR SCOREBOARD. 7 EXTERIOR SCOREBOARD 8 TIME CLOCK 9 SGS / CONCRETE EDGE. REFER TO DETAIL 2-A8.02 AND STRUCTURAL DETAILS 10 ALIGN MASONRY OPENING 11 PROVIDE LEVEL 5 FINISH ON ALL GWB SURFACES 12 DASHED LINE INDICATES WALL EXTENDS TO UNDERSIDE OF ROOF DECK. REFER TO WALL TYPES ON SHEET A1.01 FOR DETAILS 13 SHADING REPRESENTS CMU WALL EXTENDING TO 14'-0" AFF 14 LINE OF WALL OR SUN CONTROL SYSTEM ABOVE. REFER TO WALL SECTIONS FOR DETAILS 15 METAL LINER PANEL 16 LABELS INDICATE TOILET ACCESSORY INFORMATION. REFER TO SHEET A1.03 FOR DETAILS 17 LOUVER / GRILLE. REFER TO MECHANICAL DRAWINGS 18 FEC - SURFACE MOUNT 19 FEC - SEMI RECESSED 20 AED - SEMI RECESSED 1 ROOM LEGEND ROOM NO.ROOM NAME AREA (SF) 100 FIELD AREA 80806 SF 101 VESTIBULE 748 SF 102 WOMEN'S ROOM 842 SF 103 MEN'S ROOM 857 SF 104 BAND 4551 SF 105 MECHANICAL 596 SF 106 ELECTRICAL 243 SF 107 FAMILY RESTROOM 74 SF 108 MOP SINK 34 SF 109 IT ROOM 47 SF 110 FIRE RISER ROOM 199 SF WILLIAM E.PAYNEREGISTERE D I ND I A N AA R CH I T E C T4169 STATE OF No. REV. NO.DESCRIPTION DATE 1 ADDENDUM #1 1-6-2023 METAL ROOF SYSTEM ON PURLINS OVER STEEL TRUSSES FORMED METAL GUTTER. REFER TO SHEET A2.01 FOR DETAILS FORMED METAL DOWNSPOUT. REFER TO EAST AND WEST ELEVATIONS AND SHEET A2.01 FOR LOCATIONS METAL WALL PANEL - SINGLE COLOR P-1 FORMED METAL GABLE TRIM MECHANICAL LOUVER PAINTED P-1 212'-8"33'-9" EAVE42'-7 1/4" RIDGE34'-9 1/2"7'-9 3/4"EQ EQ CLEAR ANODIZED ALUM. CURTAIN WALL SYSTEM WITH CLEAR LOW-E GLAZING AND INTEGRAL SUNSHADE PAINTED METAL OVERHEAD COILING DOOR - TYPICAL 28'-4 1/2"10'-8"AIR ROTATION UNIT BRICK VENEER SCREEN WALL STAINLESS STEEL (OR GRAY PAINTED METAL) SIGN WITH PERIMETER BACK-LIT CHANNEL - TYP. METAL ROOF SYSTEM PAINTED P-1 ON PURLINS OVER STEEL TRUSSES FORMED METAL GUTTER. PAINTED P-1 REFER TO SHEET A2.01 FOR DETAILS FORMED METAL DOWNSPOUT PAINTED P-1. EXTERIOR DOOR OPENINGS -TYP . REFER TO SHEET A6.01 FOR SIZE. DS DS DS DS DS DS DS DS DS STRUCTURAL POLYCARBONATE PANEL ASSEMBLY -TYP. BRICK VENEER ON COLD-FORMED METAL FRAMING -TYP. MECHANICAL LOUVER PAINTED P-133'-9" EAVE42'-7 1/4" RIDGEAIR ROTATION UNIT BRICK VENEER SCREEN WALL AIR ROTATION UNIT BRICK VENEER SCREEN WALL STRUCTURAL POLYCARBONATE PANEL ASSEMBLY -TYP. BUILDING LIGHTING METAL ROOF SYSTEM ON PURLINS OVER STEEL TRUSSES FORMED METAL GUTTER. REFER TO SHEET A2.01 FOR DETAILS FORMED METAL DOWNSPOUT. REFER TO EAST AND WEST ELEVATIONS AND SHEET A2.01 FOR LOCATIONS METAL WALL PANEL - SINGLE COLOR METAL LOUVER - PAINTED P-1 - REFER TO MECHANICAL DRAWINGS FORMED METAL GABLE TRIMMETAL LOUVER PAINTED P-1 - REFER TO MECHANICAL DRAWINGS 212'-8"33'-9"42'-7 1/4"34'-9 1/2"7'-9 3/4"EQ EQ AIR ROTATION UNIT BRICK VENEER SCREEN WALL FIBERGLASS DOOR IN ALUMINUM FRAME - TYPICAL BUILDING LIGHTING DSDSDSDSDSDSDSDSDS EXTERIOR SCOREBOARD STRUCTURAL POLYCARBONATE PANEL ASSEMBLY -TYP 33'-9" EAVE42'-7 1/4" RIDGECLEAR ANODIZED ALUM. CURTAIN WALL SYSTEM WITH CLEAR LOW-E GLAZING AND INTEGRAL SUNSHADE 37'-0".8'-0".ANCHOR WITH SPACER FACE OF BLDG CONTINUOUS LIGHT TROUGH FOR PERIMETER LED LIGHTING FACE OF MAIN SIGN A A SECTION A -A BACK SHEET OF SIGN COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT CONSULTANT TLF ENGINEERS 3/17/2023 11:28:06 AM\\data1\citrixprofiles$\tkhalaf\upm_profile\documents\222063_Greyhound Activity Centerl_tkhalaf837NX.rvtPROJECT NUMBER: 222063 GREYHOUND ACTIVITY CENTER CARMEL CLAY SCHOOLS 2450 E 136th St, Carmel, IN 46032 Greyhound Activity Center .A3.03 PROJECT ISSUE DATE: 12-1-2022 DRAWN BY: JAM SCALE: 1/16" = 1'-0" SOUTH ELEVATION SCALE: 1/16" = 1'-0" EAST ELEVATION SCALE: 1/16" = 1'-0" NORTH ELEVATION SCALE: 1/16" = 1'-0" WEST ELEVATION SIGNAGE DETAIL 317.848.0966 350 E. NEW YORK ST. #300, INDIANAPOLIS, IN 46204 WILLIAM E.PAYNEREGISTERE D I ND I A N AA R CH I T E C T4169 STATE OF No. REV. NO.DESCRIPTION DATE 1 ADDENDUM #1 1-6-2023 2 REGULATORY REVIEW 1-18-2023 .A3.04 2 GAC .A3.04 4 .A3.046 .A3.04 5 .A3.04 7 CONCRETE PAD. REFER TO CIVIL DUMPSTER ENCLOSURE 13'-0"16'-0"BOLLARD TYP. BOLLARD TYP. DUMPSTER ENCLOUSER 16'-0"13'-0"16'-0"8'-0"8'-0".A3.04 4 .A3.046 .A3.04 5 .A3.04 7 T.O. MASONRY 8' -0" T.O. MASONRY 8' -0" BRICK VENEER ON CMU. TYPICAL BOLLARDS. TYP. T.O. MASONRY 8' -0" T.O. MASONRY 8' -0" FRAMED METAL GATE. BOLLARDS. TYP. COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN A B WWW.FHAI.COM ARCHITECT CONSULTANT TLF ENGINEERS 3/17/2023 12:51:42 PM\\data1\citrixprofiles$\tkhalaf\upm_profile\documents\222063_Greyhound Activity Centerl_tkhalaf837NX.rvtPROJECT NUMBER: 222063 GREYHOUND ACTIVITY CENTER CARMEL CLAY SCHOOLS 2450 E 136th St, Carmel, IN 46032 DUMPSTER ENCLOUSER .A3.04 PROJECT ISSUE DATE: 12-1-2022 DRAWN BY: Author 1" = 50'-0"1 KEY PLAN 1/4" = 1'-0"2 DUMPSTER ENCLOSURE PLAN 3/8" = 1'-0"3 DUMPSTER ENCLOSURE ENLARGED PLAN 3/8" = 1'-0"4 DUMPSTER ENCLOSURE SOUTH ELEVATION 3/8" = 1'-0"5 DUMPSTER ENCLOSURE NORTH ELEVATION 3/8" = 1'-0"6 DUMPSTER ENCLOSURE EAST ELEVATION 3/8" = 1'-0"7 DUMPSTER ENCLOSURE WEST ELEVATION WILLIAM E.PAYNEREGISTERE D I ND I A N AA R CH I T E C T4169 STATE OF No. REV. NO.DESCRIPTION DATE COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC. KEY PLAN A B WWW.FHAI.COM ARCHITECT CONSULTANT TLF ENGINEERS 3/17/2023 11:28:31 AM\\data1\citrixprofiles$\tkhalaf\upm_profile\documents\222063_Greyhound Activity Centerl_tkhalaf837NX.rvtPROJECT NUMBER: 222063 GREYHOUND ACTIVITY CENTER CARMEL CLAY SCHOOLS 2450 E 136th St, Carmel, IN 46032 3D -VIEW .A3.05 PROJECT ISSUE DATE: 12-1-2022 DRAWN BY: Author 1 3D - VIEW WILLIAM E.PAYNEREGISTERE D I ND I A N AA R CH I T E C T4169 STATE OF No. REV. NO.DESCRIPTION DATE REF.ARCHITECTURAL PLAN NOTES(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)INDICATES WALL TYPE. REFER TO WALL TYPE LEGEND SHEET A1.01 FOR WALL THICKNESS, HEIGHT AND COMPOSITION.ARCHITECTURAL PLAN GENERAL NOTESA. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE. C. THERE SHALL BE PERIMETER INSULATION CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE BUILDING EXTENDING 2'-0" MINIMUM BELOW GRADE. D. THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 100'-0". REFER TO SITE PLAN FOR CORRELATION TO USGS DATUM. E. ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.F. FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET XX. G. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF GWB AT METAL STUD WALLS, UNLESS NOTED OTHERWISE. EXCEPTION: EXTERIOR METAL STUD WALLS ARE TO FACE OF METAL STUDS.H. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE. I. ALL EXPOSED CONCRETE MASONRY UNITS (CMU) CORNERS ARE TO BE BULLNOSE, EXCEPT AT WINDOW JAMBS, BULKHEADS, WINDOW AND DOOR HEADS. J. SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES. K. REFER TO ROOM FINISH SCHEDULE OR PLAN AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS. L. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN METAL STUD WALLS FOR WALL MOUNTED ITEMS.M. REFER TO MASTER/CODE PLANS FOR CODE INFORMATION AND FIRE RATED WALL LOCATIONS. N. PROVIDE SPRAY FOAM INSULATION AND THERMAL BARRIER CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.VERIFICATION NOTECONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCLEARANCES AND ALL EXISTING FIELD CONDITIONSBEFORE STARTING CONSTRUCTION. COMMENCEMENTOF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,CONTACT THE ARCHITECT BEFORE PROCEEDING WITHWORK.XW###1. THICK SET TILE AREA - SLOPE TO DRAIN. RECESSED FLOOR SLAB - REFER TO STRUCTURAL DRAWINGS2. LOCKERS ON 4" HIGH x 12" DEEP x 48" LONG CONCRETE BASE3. LOCKERS - REFER TO A7.014. BENCH - REFER TO A7.015. LINE OF SOFFIT ABOVE - REFER TO A9.016. FIRE EXTINGUISHER CABINET7. LADDER AND ROOF HATCH - SEE A2.018. KITCHEN EQUIPMENT - REFER TO EQUIPMENT DRAWINGS9. ALIGN FINISH FACECOACHING/TRAININGA102RESTROOMA104MEN'S RESTROOMB109COACHING/TRAININGA109TOILETS/SHOWERSA106TEAM LOCKERROOMA103VARSITY LOCKERROOMA107CONCESSIONSB101CUSTODIANB110WOMEN'SRESTROOMB111MEETING HALLB107SRO OFFICEB104FAMILY R.R.B108FAMILY R.R.B112STORAGEB10641A4.012A4.01ELECTRICALB10276'-0"26'-0"76'-0"IT ROOMB1034A4.01FIRE RISER ROOMB105TOILETS/SHOWERSA105RESTROOMA1082A5.014A5.012A5.023A5.011A5.02A107AA103AA102AA109AA102BA103BA107BB101AB102AB104AB103AB106AB107AB107BA103CSTORAGEA101STORAGEA110A1.021A1.022W82AW82AW82AW82AW82AW82178'-0"22'-0"32'-0"22'-0"W82A52'-8"7'-8"3'-4"2'-0"3'-4"20'-0"3'-4"2'-0"3'-4"7'-8"26'-0"3'-4"2'-0"3'-4"4'-0"3'-4"8"3'-4"6'-8"4'-0" 6'-0" 1'-4" 6'-0" 4'-8"32'-0"22'-0"A101AA110AB105AA104AA108AB108AB109AB111AB112AB110ACW2B101CB101BW82AW82W82AW82AW82A1A5.012'-0"5'-4"55667865561134223455SF236'-8"36'-8"22'-0"32'-0"22'-0"9'-4" 3'-4" 9'-4" 6'-4" 6'-4". 6'-8". 6'-4". 6'-4"9'-4" 3'-4" 9'-4"22'-0"32'-0"22'-0"52'-8"52'-8"76'-0"26'-0"76'-0"22'-0"32'-0"22'-0"10'-8" 3'-4" 8'-0"46'-0"1'-0"3'-4"46'-0"1'-0"3'-4"39'-4"5'-4"1'-4"3'-4"4"1'-4"5'-4"2'-4"1'-8"2'-4"W82W82W82W8218'-1"1'-4"1'-4"3'-4"4"14'-5"14'-5"3'-4"4"14'-5"3'-4"4"39'-4"5'-4"1'-4"1'-4"5'-4"2'-4"W82W82W82W82W821'-4"13'-4 3/8"7'-4 3/8"29'-3 1/4"1'-4"3'-4 1/2"6'-4"3'-8"2'-4"3'-4"1'-8 3/8"8'-7 5/8" 7'-11 5/8" 3'-5 1/8"1'-4"15'-0"5'-8"1'-4"20'-8"32'-7 5/8"20'-0 3/8"1'-4"553PR1workingsectionFINISH FLOORUNDERSIDE OF DECKRESILIENT BASE (RB)RESILIENT BASE (RB)6" CMUCEILING HEIGHT - REFER TO REFLECTED CEILING PLANRESILIENT BASE (RB)RESILIENT BASE (RB)RESILIENT BASE (RB)RESILIENT BASE (RB)CEILING HEIGHT - REFER TO REFLECTED CEILING PLANRESILIENT BASE (RB)RESILIENT BASE (RB)HORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLYCEILING HEIGHT - REFER TO REFLECTED CEILING PLANCEILING HEIGHT - REFER TO REFLECTED CEILING PLAN6" CMUHORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLYHORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLY8" CMU8" CMUHORIZONTAL JOINT REINFORCEMENT AT 16"O.C. VERTICALLYSTEEL STUD BRACING AS REQUIREDPER MFGR RECOMMENDED ALLOWABLE UNBRACED HEIGHTFINISH CEILING -REFER TO REFLECTED CEILING PLANSOUND ATTENUATION BATTS FULL HEIGHTGWB BOTH SIDES-EXTEND TO DECKSEALANT BOTH SIDES. REFER TO FIRE STOPPING SPECIFICATION AT RATED OR SMOKE RESISTANT PARTITIONSW62W62AW82W82ASTEEL STUD BRACING AS REQUIREDPER MFGR RECOMMENDED ALLOWABLE UNBRACED HEIGHTFINISH CEILING -REFER TO REFLECTED CEILING PLANSOUND ATTENUATION BATTS FULL HEIGHTGWB BOTH SIDES-EXTEND TO DECKSEALANT BOTH SIDES. REFER TO FIRE STOPPING SPECIFICATION AT RATED OR SMOKE RESISTANT PARTITIONSFINISH CEILING -REFER TO REFLECTED CEILING PLANFINISH CEILING -REFER TO REFLECTED CEILING PLAN4" MIN.ABOVE HIGHEST ADJACENT CEILING4" MIN.ABOVE HIGHEST ADJACENT CEILING4" MIN.ABOVE HIGHEST ADJACENT CEILINGABOVE HIGHEST ADJACENT CEILING4" MIN.NOTE: SHADED WALL ON FLOOR PLAN DESIGNATESMASONRY BEARING WALL. REFER TO DETAIL 8/S5.02 FORMASONRY WALL HEIGHTNOTE: SHADED WALL ON FLOOR PLAN DESIGNATESMASONRY BEARING WALL. REFER TO DETAIL 8/S5.02 FORMASONRY WALL HEIGHTFACE VENEERHORIZONTAL JOINT REINFORCINGPROVIDE BACKER ROD AND SEALANTINTERRUPT HORIZONTAL JOINT REINFORCINGCONCRETE MASONRY UNITCAVITY INSULATIONCOMPRESSIBLE FILLREFER TO PLAN3/8"PROVIDE FOAM BACKER ROD AT CONTROL JOINT LOCATIONS TO COMPARTMENTALIZE THE CAVITY AIR SPACE AND REDUCE HORIZONTAL AIR FLOW.BACKER ROD AND SEALANT BOTH SIDESSTOP HORIZONTAL JOINT REINFORCING SHORT OF CONTROL JOINT 2"TYPICAL CMU WALLMORTAR, RAKE BACK TO RECEIVE BACKER ROD AND SEALANTFACE OF INTERSECTING WALLREFERTO PLANW/ VERTICAL REINFORCINGCONCRETE MASONRY UNIT (CMU)BACKER ROD & SEALANTHORIZONTAL MASONRY JOINT REINFORCING.HORIZONTAL MASONRY JOINT REINFORCING. STOP REINFORCING SHORT OF CONTROL JOINT BY 2"CONCRETE MASONRY UNIT (CMU)SEE PLANSEE PLANNOTE: CONDITION SIMILAR FOR OTHER RECESSED UNITS INCLUDING MECHANICAL AND ELECTRICALANCHOR CABINET SECURELY TO MASONRY WALL AT JAMBSOLID CMU BEHIND CABINET (IN ONE HOUR RATED WALL 4" MIN.)SHIMS AS REQUIRED AT SILL AND JAMBSSEMI RECESSED FIRE EXTINGUISHER CABINETBOND BEAM, REFER TO STRUCTURAL DRAWINGS4" MAX4" MAXPLANREFER TOPERIMETER SEALANT, TYP.FIRE EXTINGUISHER CABINET (FEC)REFER TO WALL TYPESEE PLANCONTROL JOINT (CJ) CONTINUOUS TO TOP OF WALL (SEALANT TO 4" ABOVE FINISH CEILING EXCEPT AT FIRE WALL TO BE FULL HEIGHT.)END OF LINTELBOND BREAK AT LINTEL BEARING (15# FELT)CJDOORWINDOWS, LOUVERS, OPENINGSCJNOTE: INTERIOR CONCRETE MASONRY WALLS ONLYCJ TO ONE SIDE0'-0" TO 6'-4"CJ BOTH SIDESOVER 6'-4"CJ TO ONE SIDE0'-0" TO 6'-4"CJ BOTH SIDESOVER 6'-4"TYPICAL ROOF COPING ASSEMBLY WITH ALL BLOCKING, ANCHORS, FLASHINGS, AND CONNECTION TO AIR BARRIER SYSTEM AND TERMINATION OF ROOF VAPOR RETARDERTYPICAL WINDOW ASSEMBLY WITH ALL FLASHINGS, SILLS. AND SEALANTSTYPICAL BRICK EXPANSION JOINT WITH SEALANTTYPICAL THROUGH WALL FLASHING INCLUDING ALL COMPONENTSTYPICAL BOND BEAM TYPICAL CAVITY WALL INSULATION AND AIR BARRIER SYSTEMTYPICAL MASONRY EXTERIOR WALL WITH ALL VERTICAL REINFORCING, GROUTED CORES AND ANCHORS.VENEER SIDEINTERIOR SIDETYPICAL CONCRETE FOOTINGTYPICAL ELECTRICAL BOXTYPICAL CMU CONTROL JOINT WITH SEALANTTYPICAL LINTEL WITH FLASHING AND END DAMSTYPICAL REPRESENTATIVE VENEER, WITH ALL TYPES AND TYPICAL REINFORCING AND TIESCOPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECT3/17/2023 10:43:04 AM\\data1\citrixprofiles$\rgambill\upm_profile\documents\2021_Arch_220136.00 South Bldg_rgambill.rvtPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032FIRST FLOOR OVERALLARCHITECTURAL PLANA1.01PROJECT ISSUE DATE: 12-13-2022DRAWN BY: JAM317-848-0966350 E NEW YORK ST #300 INDIANAPOLIS, IN 46202ROOM LEGENDROOM NO. ROOM NAMEOCCUPANCYCLASSAREA (SF)A101 STORAGE S 36 SFA102 COACHING/ TRAINING B 205 SFA103 TEAM LOCKER ROOM A3 1137 SFA104 RESTROOM B 84 SFA105 TOILETS/ SHOWERS A3 191 SFA106 TOILETS/ SHOWERS A3 191 SFA107 VARSITY LOCKER ROOM A3 1137 SFA108 RESTROOM B 84 SFA109 COACHING/ TRAINING B 205 SFA110 STORAGE S 36 SFB101 CONCESSIONS M 574 SFB102 ELECTRICAL UT 97 SFB103 IT ROOM UT 34 SFB104 SRO OFFICE B 107 SFB105 FIRE RISER ROOM UT 98 SFB106 STORAGE S 46 SFB107 MEETING HALL A3 1529 SFB108 FAMILY R.R. A3 56 SFB109 MEN'S RESTROOM A3 299 SFB110 CUSTODIAN UT 39 SFB111 WOMEN'S RESTROOM A3 379 SFB112 FAMILY R.R. A3 56 SFSCALE: 1/2" = 1'-0"WALL TYPE LEGENDPLANNORTHWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.SCALE: 1 1/2" = 1'-0"BRICK EXPANSION JOINTSCALE: 1 1/2" = 1'-0"TYPICAL CONTROL JOINTSCALE: 1 1/2" = 1'-0"TYPICAL CONTROL JOINTSCALE: 1 1/2" = 1'-0"TYPICAL FIRE EXTINGUISHER CABINET DETAILSSCALE: 1 1/2" = 1'-0"TYPICAL CONTROL JOINTS IN CMU WALLS AT INTERIOR OPENINGSREV.NO.DESCRIPTION DATESCALE: 3/8" = 1'-0"EXTERIOR WALL MOCK-UP 37'-0".8'-0".ANCHOR WITH SPACERFACE OF BLDGCONTINUOUS LIGHT TROUGH FOR PERIMETER LED LIGHTINGFACE OF MAIN SIGN16'-6"11'-10"11'-10"52'-8"CURVED EIFS WALL CAP -COLOR P-1 TYPICALMETAL EDGE - COLOR P-1EIFS FASCIA - COLOR P-1BRICK VENEER - COLOR CAMPUS STANDARD - TYPICALFIBERGLASS DOOR (PAINT GRAY) IN ALUMINUM FRAME- TYPICALEQUIPMENT SCREEN - METAL - PAINT DARK GRAY - TYPICAL27'-10"19'-2"2'-6 3/8"27'-10"16'-6"178'-0"70'-0"14'-0"STAINLESS STEEL (OR GRAY PAINTED METAL) SIGN WITH PERIMETER BACK-LIT CHANNEL METAL GATE - PAINT DARK GRAY CLEAR ANODIZED ALUM. CURTAIN WALL SYSTEM WITH CLEAR LOW-E GLAZING - TYPICALMETAL SPANDREL PANEL - DARK GRAY - TYPICALMETAL EDGE - COLOR P-1 TYPICALEIFS FASCIA - COLOR P-1 -TYPICALMETAL SPANDREL PANEL - DARK GRAY - TYPICALMETAL EDGE - COLOR P-1 TYPICALEIFS FASCIA - COLOR P-1 -TYPICAL30'-4 3/8"19'-2"27'-10"7'-0 1/8"16'-6"11'-10"11'-10"52'-8"10'-0"16'-6"2'-6 3/8"27'-10"16'-7 1/2"178'-0"70'-0"14'-0"PAINTED METAL COILING CONCESSION DOOR19'-2"27'-10"COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTCONSULTANTTLF ENGINEERS 3/17/2023 10:52:03 AM\\data1\citrixprofiles$\rgambill\upm_profile\documents\2021_Arch_220136.00 South Bldg_rgambill.rvtPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032South Support Building.A3.04PROJECT ISSUE DATE: 12-13-2022DRAWN BY: JAM317-848-0966350 E NEW YORK ST #300 INDIANAPOLIS, IN 46202SCALE: 1/8" = 1'-0"EAST ELEVATIONSCALE: 1/8" = 1'-0"SOUTH ELEVATIONSCALE: 1/8" = 1'-0"WEST ELEVATIONSCALE: 1/8" = 1'-0"NORTH ELEVATIONSIGNAGE DETAILWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.REV.NO.DESCRIPTION DATE1 REGULATORY REVIEW 1-18-2023 16'-6"19'-2"70'-0"14'-0"37' - 0". PROPOSED SIGN WIDTHSHADED AREA REPRESENTSSIGN RECTANGULAR AREA:(37'- 0" X 8'-0" = 296 SQ FT)27'-10"PANEL AREA70% = 9'-10" MAX SIGN HT14'-1 1/4" AVG PANEL HT85% = 40'-4" MAX SIGN WIDTH47'-6 1/8" PANEL WIDTHSIGN HEIGHT8'-0" PROPOSED16'-6"19'-2"70'-0"14'-0"27'-10"2'-8"16'-6"COPYRIGHT 2022 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECT3/17/2023 10:52:27 AM\\data1\citrixprofiles$\rgambill\upm_profile\documents\2021_Arch_220136.00 South Bldg_rgambill.rvtPROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCARMEL CLAY SCHOOLSE 136th St, Carmel, IN 46032SIGNAGE SIZE STUDY.A3.05PROJECT ISSUE DATE: 12-13-2022DRAWN BY: Author317-848-0966350 E NEW YORK ST #300 INDIANAPOLIS, IN 46202SCALE: 1/8" = 1'-0"SOUTH ELEVATION-PANEL AREASCALE: 1/8" = 1'-0"SOUTH ELEVATIONWILLIAME.PA YNEREGISTERED INDIANAAR CHITECT4169STATE OFNo.PLANNORTHREV.NO.DESCRIPTION DATESCALE:PERSPECTIVE 1SCALE:PERSPECTIVE 2 TBM#1 = 813.74TBM#2 = 809.81TBM#3 = 803.800.40.50.91.52.53.23.53.50.30.40.91.62.63.53.84.20.30.40.91.82.93.94.34.80.20.51.02.13.34.65.66.00.20.51.12.33.95.36.66.60.30.51.22.54.15.66.56.60.30.51.12.43.95.36.76.70.30.51.12.23.54.75.76.00.30.51.02.03.34.34.75.10.30.51.01.93.14.14.64.80.30.41.01.93.14.04.44.30.30.41.01.92.93.84.13.90.20.40.91.82.83.74.13.90.20.40.91.72.83.84.24.10.20.40.81.62.83.94.44.53.80.20.40.81.72.84.04.44.94.50.20.40.81.72.94.25.05.54.80.20.40.81.93.24.65.86.85.00.20.40.81.93.45.06.46.95.40.40.81.93.34.96.36.95.30.30.71.73.04.35.66.64.80.30.71.52.53.84.55.14.60.30.61.32.23.33.74.34.20.30.51.12.03.03.43.73.20.20.51.01.82.52.82.92.40.20.40.91.51.92.22.21.70.20.40.71.11.51.71.61.20.20.30.60.81.11.21.21.20.10.30.40.60.80.90.90.70.30.40.50.60.70.91.31.41.51.92.84.05.55.43.52.51.71.40.60.81.21.72.63.75.06.07.510.311.611.47.99.811.311.69.26.70.91.21.72.43.44.66.17.39.010.310.39.19.59.38.810.49.57.91.21.72.22.93.74.86.06.87.38.09.710.112.510.88.88.36.86.11.52.12.73.24.05.06.06.77.38.19.29.91.72.53.33.94.35.05.76.26.57.07.78.51.82.83.94.44.65.15.86.15.85.75.96.11.82.94.14.75.05.56.16.45.85.45.34.81.83.04.14.95.25.46.36.65.75.55.24.63.32.03.34.55.25.45.45.66.15.35.45.54.93.62.13.65.05.86.25.75.75.45.76.16.15.44.02.13.75.15.96.35.85.64.85.86.36.25.54.12.03.44.55.35.55.25.75.95.45.55.54.93.81.84.85.36.16.55.65.55.24.63.55.36.06.35.75.35.24.53.44.75.45.65.24.94.74.33.33.54.04.24.14.04.03.73.02.32.62.83.03.13.13.02.61.31.51.92.22.52.72.82.40.70.91.31.92.52.82.92.60.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.010.020.020.020.010.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00.00.00.10.30.81.51.92.41.60.00.00.00.10.31.02.12.93.62.60.00.00.00.10.41.12.73.74.00.00.00.00.10.51.43.14.00.00.00.00.20.61.63.54.90.00.00.00.10.51.43.03.70.00.00.00.10.41.22.73.60.00.00.00.10.41.12.23.00.00.00.00.10.41.11.92.20.00.00.00.10.41.01.62.00.00.00.00.10.40.91.82.40.00.00.00.10.41.02.13.10.00.00.00.10.41.02.53.70.00.00.00.10.41.22.84.00.00.00.00.10.41.33.14.70.00.00.00.10.31.10.00.00.00.10.30.92.20.00.00.00.10.20.81.70.00.00.00.10.20.61.30.00.00.00.10.20.50.70.90.00.00.00.00.10.30.40.50.00.00.00.00.10.20.20.30.00.00.00.00.10.10.10.10.00.00.00.00.10.10.10.10.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.10.10.10.00.00.00.00.10.10.10.20.20.00.00.00.00.10.20.20.30.30.00.00.00.00.10.20.40.60.00.00.00.00.10.30.71.00.00.00.00.00.10.30.90.00.00.00.00.10.41.20.00.00.00.00.10.51.40.00.00.10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2022 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANWWW.FHAI.COMARCHITECT9/29/2022 2:29:42 PM\\data1\citrixprofiles$\dregedanz\upm_profile\documents\2021_Elec_220136.00 Grand Stand_dregedanz@fhai.com.rvt PROJECT NUMBER: 220136.00CARMEL STADIUMSOUTH SUPPORTBUILDINGCarmel Clay SchoolsE. 136th Street, Carmel, IN 46032PROJECT ISSUE DATE: 12-13-2022CONSTRUCTION DOCUMENTSDRAWN BY: AMNXXX-XXX-XXXXPLAN NORTHREV.NO.DESCRIPTIONDATEStatisticsDescriptionSymbolAvgMaxMinMax/MinAvg/MinEast Boundary0.00 fc0.02 fc0.00 fcN/AN/AGAC Band Storage Pavillion2.5 fc6.9 fc0.1 fc69.0:125.0:1GAC Entry4.8 fc12.5 fc0.3 fc41.7:116.0:1GAC Northeast Corner6.0 fc28.1 fc0.0 fcN/AN/ANorth Boundary0.00 fc0.00 fc0.00 fcN/AN/ASouth Boundary0.00 fc0.00 fc0.00 fcN/AN/ASouth Building Parking Lot0.7 fc4.9 fc0.0 fcN/AN/AWest Boundary0.00 fc0.00 fc0.00 fcN/AN/ALampSymbolLabelQuantityManufacturerDescriptionFilenameLumens Per LampLight Loss FactorWattageLS1X1COOPER LIGHTING SOLUTIONS - INVUE (FORMERLY EATON)MESA POST TOP DECORATIVE LUMINAIRE. TYPE V FULL CUTOFF MEDIUM OPTICS, 20' POLE.MSA-SA4B-740-U-5MQ.ies3271171LE22LITHONIA LIGHTINGDSXW2 LED WALL PACK. TYPE 2 MEDIUM DISTRIBUTION. FULL CUTOFF, +15'-0" ABOVE FINISHED GRADE.DSXW2_LED_30C_1000_40K_T2M_MVOLT.ies109351109LS2X1COOPER LIGHTING SOLUTIONS - INVUE (FORMERLY EATON)MSA-SA4B-740-U-T2.ies3031171LE327LUMINIS CANADA INC.SYRIOS ROUND, 3" DIAMETER UP/DOWN LIGHT. SY802-L2L35--R55.ies7214163.8LS15COOPER LIGHTING SOLUTIONS - INVUE (FORMERLY EATON)MSA-SA4A-740-U-T3.ies2421129MESA POST TOP DECORATIVE LUMINAIRE. TYPE 2 FULL CUTOFF MEDIUM OPTICS, 20' POLE.MESA POST TOP DECORATIVE LUMINAIRE. TYPE 3 FULL CUTOFF MEDIUM OPTICS, 20' POLE.WALL WASH DISTRIBUTION, FULL CUTOFF, +9'-6" ABOVEFINISHED GRADE.SITE PHOTOMETRIC PLANESP.1