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HomeMy WebLinkAboutPacket for PC 04-15-25 DP/ADLS Request “Gramercy East” Docket No. PZ-2024-00242 DP and PZ-2024-00241 ADLS CITY OF CARMEL, INDIANA April 15, 2025 Carmel Plan Commission Applicant: Buckingham Properties, LLC Attorneys: Nelson & Frankenberger, LLC Jim Shinaver, Attorney Jon C. Dobosiewicz, Land Use Professional 317-844-0106 TABLE OF CONTENTS 1. Explanation of Request 2. Site Location Exhibit 3. Site Plan 4. Detailed Development Plans 5. Multi-Family Buildings and Clubhouse Perspectives 6. Multi-Family Elevations 7. Landscape Plans 8. Monument Sign 9. Lighting Plans 10. Bike Parking Exhibit TAB 1 Explanation Gramercy East DP/ADLS Request Buckingham Properties, LLC (“Buckingham”) has filed applications for Development Plan (“DP”) and Architecture Design, Lighting, Landscape and Signage (“ADLS”) approval pertaining to the parcels of real estate consisting of approximately 33 acres which parcels are located along the east side of Kinzer Avenue and south of City Center Drive (collectively, the “Real Estate”). Behind Tab 2 is a site location map and the subject Real Estate that is the subject of the DP/ADLS request is shaded in red. The Real Estate is also referred to as “Gramercy East”. The Real Estate is currently zoned pursuant to the “2024 Gramercy PUD Amendment Ordinance, Ordinance”, No. 695-24, which was approved by the City Council on December 16, 2024. Further, the conceptual site plans and building designs for Gramercy East were reviewed earlier in 2024 by both the City Council and Redevelopment Commission as part of Buckingham working on issues related to the Gramercy TIF. The DP request (see Tab 4) pertains specifically to the urban residential component of the Gramercy East development consisting of approximately 19.3 acres which area will contain townhomes, multi-family and mixed-use buildings which will be situated at the southeast corner of City Center Drive and Kinzer Avenue. The ADLS request pertains specifically to the multi-family buildings in Section C to be constructed within the Gramercy East development on approximately 13.5 acres which multi-family buildings will be located along the east side of Kinzer Avenue and south of City Center Drive. Behind Tabs 5-10, respectively, are the ADLS details pertaining to the site. The matter was reviewed by the Plan Commission Committee on April 1 and was returned to the Plan Commission with a unanimous recommendation for approval. We look forward to presenting this request to the Plan Commission on April 15, 2025. Respectfully submitted, TAB 2 PROJECT SITE E. CITY CENTER DRIVE/ 126TH ST. KI N Z E R A V E N U E KIN Z E R A V E N U E KE Y S T O N E P A R K W A Y December 17, 2024 GRAMERCY - A, B, & C SITE EXHIBIT WITH AERIAL NORTH0'160'80' Gramercy Development Master Plan N NTS Gramercy West David Weekley Gramercy South Townhomes 5.5 Acres (61 Townhome Units) Ki n z e r A v e Carmel Dr 126th Street Ki n z e r A v e Conceptual and subject to change 01/15/2024 A. C. D. E. F. Stormwater Park, typ. Retention Basin Dedicated Open Space Am e n i t y / Bas k e t b a l l Po o l Dedicated Open Space B. Dedicated Open Space Neighborhood Connection Neighborhood Connection Ex. Bldg Ex. Bldg Ex. Bldg Ex. Bldg Kinzer Ave Extension .95 Acres Pool Plaza Carmel Market Place Retail 3.97 Acres 20K of Retail (260 Multi-family Units) (516 Parking Spaces ) G. H. Parking Garage 20K Retail Carmel Market Place 3.01 Acres (40 Townhome Units) (105 Age Restricted Units) +55 Older Tr a i l Dedicated Open Space Existing Gramercy East Multi-family 2.99 Acres (64 Multi-family Units) Gramercy East Condos & Retail 2.75 Acres +/- 30 Condos + 8K of Retail & Podium Parking Spaces Kinzer Ave Townhomes Opportunity 3.98 Acres (43 Townhome Units) Gramercy East Multi-family 13.19 Acres (342 Multi-family Units) 126th Street Towhhomes 3.38 Acres (63 Townhomes Units) Dedicated Park Space Opportunity 1.38 Acres 265 104 4t h F l o o r B a l c o n y +8 Townhome Units Area "A" ADLS By Others TAB 3 0 50' 100' 200' Scale: 1"=100' North Carmel Dr. 126th Street Ki n z e r A v e Ki n z e r A v e Area A, ADLS By Others Future Development Area Future Development Area Gramercy Phase 01 - Carmel, IN Overall Plan Conceptual Only - Subject to Change 0 50' 100' 200' Scale: 1"=100' North 0 50' 100' 200' Scale: 1"=100' North Ki n z e r A v e Ki n z e r A v e Area A, ADLS By Others Future Development Area 0 30' 60' 120' Scale: 1"=60' North Gramercy Phase 01 - Carmel, IN Enlarged Plan Conceptual Only - Subject to Change TAB 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N (NOT TO SCALE) LOCATION MAP C0.0 CIVIL ENGINEERING PLANS GRAMERCY - AREAS A, B, & C E 126TH ST & KEYSTONE PARKWAY CARMEL, IN 46032 CONSTRUCTION OF TOWNHOMES AND MULTIFAMILY BUILDINGS FOR BUCKINGHAM COMPANIES ON ±21.36 AC. PROJECT IS IN SECTION 31 OF T18N, R4E IN THE CITY OF CARMEL, HAMILTON COUNTY, INDIANA HAMILTON COUNTY TI T L E S H E E T UTILITY AND GOVERNING AGENCY CONTACTS SERVICE / JURISDICTION COMPANY / DEPT. ADDRESS PHONE NUMBER CONTACT SANITARY SEWER CITY OF CARMEL UTILITIES 30 WEST MAIN STREET, STE 220 CARMEL, IN 46032 (317) 571-2443 JOHN DUFFY WATER CITY OF CARMEL UTILITIES 30 WEST MAIN STREET, STE 220 CARMEL, IN 46032 (317) 733-2855 STEVE COOK ENGINEERING DEPARTMENT CITY OF CARMEL 1 CIVIC SQUARE, 1ST FLOOR CARMEL, IN 46032 (317) 571-2441 JOHN THOMAS ADA CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 DAVID LITTLEJOHN FIRE DEPARTMENT CARMEL FIRE DEPARTMENT 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2612 LUKE RAY PLANNING & ZONING CITY OF CARMEL 1 CIVIC SQUARE, 3RD FLOOR CARMEL, IN 46032 (317) 571-2417 RACHEL KEESLING BUILDING & CODE SERVICES CITY OF CARMEL 1 CIVIC SQUARE CARMEL, IN 46032 (317) 571-2444 WILLIAM (BILL) HOHLT PROJECT TEAM ROLE COMPANY ADDRESS PHONE NUMBER CONTACT DEVELOPER/OWNER BUCKINGHAM COMPANIES 941 N. MERIDIAN ST., INDIANAPOLIS, IN 46204 (317) 554-6756 ERIK DIRKS CIVIL ENGINEER KIMLEY-HORN & ASSOCIATES, INC. 500 E. 96TH ST., STE 300, INDIANAPOLIS, IN 46240 (317) 218-9560 ALEX STEPHENS LANDSCAPE ARCHITECT CONTEXT DESIGN 5825 LAWTON LOOP E DR., INDIANAPOLIS, IN 46216 (317) 505-9403 JOSH SCHMACKERS LAND SURVEYOR SCHEIDER GEOMATICS 8901 OTIS AVE SUITE 100, INDIANAPOLIS, IN 46216 (317) 826-7101 DEE BAXTER CARMEL NOTES (NOT TO SCALE) HAMILTON COUNTY VICINITY MAP NORTH SHEET LIST TABLE Sheet Number Sheet Title C0.0 TITLE SHEET C1.0 GENERAL SPECIFICATIONS C1.1 GENERAL NOTES C2.0 EXISTING CONDITIONS AND DEMO PLAN C2.1 EXISTING CONDITIONS AND DEMO PLAN C3.0 OVERALL SITE PLAN C3.1 SITE PLAN C3.2 SITE PLAN C3.3 SITE PLAN C3.4 SITE PLAN C3.5 SITE PLAN C3.6 SITE PLAN C3.7 SITE PLAN C3.8 ACCESSIBLE ROUTE PLAN C3.9 AUTOTURN PLAN - GARBAGE TRUCK C3.10 AUTOTURN PLAN - FIRE TRUCK C3.11 BARRYMORE DR MAINTENANCE OF TRAFFIC PLAN C4.0 INITIAL SWPPP PLAN C4.1 INITIAL SWPPP PLAN C4.2 TEMPORARY SWPPP PLAN C4.3 TEMPORARY SWPPP PLAN C4.4 FINAL SWPPP PLAN C4.5 FINAL SWPPP PLAN C4.6 SWPPP DETAILS C4.7 SWPPP C5.0 OVERALL GRADING AND DRAINAGE PLAN C5.1 GRADING AND DRAINAGE PLAN C5.2 GRADING AND DRAINAGE PLAN C5.3 GRADING AND DRAINAGE PLAN C5.4 GRADING AND DRAINAGE PLAN C5.5 GRADING AND DRAINAGE PLAN C5.6 GRADING AND DRAINAGE PLAN C5.7 GRADING AND DRAINAGE PLAN C5.8 GRADING AND DRAINAGE PLAN C6.0 OVERALL UTILITY PLAN C6.1 UTILITY PLAN C6.2 UTILITY PLAN C6.3 UTILITY PLAN C6.4 UTILITY PLAN C6.5 UTILITY PLAN C6.6 UTILITY PLAN C6.7 UTILITY PLAN C6.8 UTILITY PLAN C6.9 DETENTION POND OUTLET PIPE PLAN C6.10 STRUCTURE DATA TABLE C6.11 OVERALL WATER LINE PLANS C6.12 WATER LINE PLANS C6.13 WATER LINE PLANS C6.14 WATER LINE PLANS C6.15 WATER LINE PLANS C6.16 WATER LINE PLANS C6.17 WATER LINE PLANS C6.18 SANITARY PLAN AND PROFILES C6.19 SANITARY PLAN AND PROFILES C6.20 SANITARY PLAN AND PROFILES C6.21 SANITARY PLAN AND PROFILES C6.22 SANITARY PLAN AND PROFILES C6.23 STORM PLAN AND PROFILES C6.24 STORM PLAN AND PROFILES C6.25 STORM PLAN AND PROFILES C6.26 STORM PLAN AND PROFILES C6.27 STORM PLAN AND PROFILES C6.28 STORM PLAN AND PROFILES C6.29 STORM PLAN AND PROFILES C6.30 STORM PLAN AND PROFILES C6.31 STORM PLAN AND PROFILES C6.32 STORM PLAN AND PROFILES C7.0 CONSTRUCTION DETAILS C7.1 CONSTRUCTION DETAILS C7.2 CONSTRUCTION DETAILS C7.3 CONSTRUCTION DETAILS C7.4 CONSTRUCTION DETAILS NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND C2.0 GENERAL PLAN NOTES DEMOLITION LEGEND EX I S T I N G CO N D I T I O N S A N D DE M O P L A N SEE SHEET C2.1 NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND C2.1 GENERAL PLAN NOTES DEMOLITION LEGEND EX I S T I N G CO N D I T I O N S A N D DE M O P L A N SEE SHEET C2.0 AREA D AND OFFSITE UTILITY CONNECTIONSDEDICATED PARK SPACE GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.0 OV E R A L L S I T E PL A N SITE SUMMARY GENERAL PLAN NOTES PAVING LEGEND NORTH SEE THIS SHEET SEE THIS SHEET MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.1 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.2 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.3 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.4 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.5 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.6 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.7 SI T E P L A N KEY NOTES GENERAL PLAN NOTES PAVING LEGEND NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.8 AC C E S S I B L E RO U T E P L A N NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.9 AU T O T U R N P L A N - GA R B A G E T R U C K NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.10 AU T O T U R N P L A N - FI R E T R U C K NORTH NOTES ONE LANE ROADAHEAD ROAD WORK AHEAD END CONSTRUCTION END CONSTRUCTION ONE LANE ROAD AHEAD ROAD WORKAHEAD BARRYMORE DRIVE (50' PUBLIC RIGHT OF WAY) KI N Z E R A V E N U E (8 0 ' P U B L I C R I G H T O F W A Y ) E. CITY CENTER DRIVE/ 126TH ST. (PUBLIC RIGHT OF WAY)E. CITY CENTER DRIVE/ 126TH ST. (PUBLIC RIGHT OF WAY) GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.11 BA R R Y M O R E D R MA I N T E N A N C E O F TR A F F I C P L A N NORTH GENERAL PLAN NOTES MAINTENANCE NOTES SEQUENCE OF CONSTRUCTION LEGEND GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND EROSION CONTROL LEGEND GENERAL PLAN NOTES C4.0 IN I T I A L S W P P P PL A N NORTH SEE SHEET C4.1 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND EROSION CONTROL LEGEND GENERAL PLAN NOTES C4.1 IN I T I A L S W P P P PL A N NORTH OFFSITE STORM SEWER OUTFALL AND SANITARY SEWER CONNECTION SEE SHEET C4.0 DEDICATED PARK SPACE GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND EROSION CONTROL LEGEND GENERAL PLAN NOTES C4.2 TE M P O R A R Y SW P P P P L A N NORTH SEE SHEET C4.3 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND EROSION CONTROL LEGEND GENERAL PLAN NOTES C4.3 TE M P O R A R Y SW P P P P L A N NORTH SEE SHEET C4.2 OFFSITE STORM SEWER OUTFALL AND SANITARY SEWER CONNECTIONDEDICATED PARK SPACE GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND EROSION CONTROL LEGEND GENERAL PLAN NOTES C4.4 FI N A L S W P P P P L A N NORTH SEE SHEET C4.5 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND EROSION CONTROL LEGEND GENERAL PLAN NOTES C4.5 FI N A L S W P P P P L A N NORTH SEE SHEET C4.4 OFFSITE STORM SEWER OUTFALL AND SANITARY SEWER CONNECTIONDEDICATED PARK SPACE CONCRETE WASHOUT PLAN VIEW NOT TO SCALE STAPLE DETAIL CONCRETE WASHOUT SIGN DETAIL (OR EQIVALENT) SECTION B-B NOT TO SCALE ** ** D A C E F BB A ≥ GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C4.6 SW P P P D E T A I L S GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND GENERAL PLAN NOTES GRADING LEGEND C5.0 OV E R A L L GR A D I N G A N D DR A I N A G E P L A N NORTH MINIMUM FLOOD PROTECTION GRADE (MFPG) MINIMUM LOWEST ADJACENT GRADE (MLAG) MINIMUM FINISH FLOOR ELEVATION (MFFE) DRAINAGE SUMMARY MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C5.1 GR A D I N G A N D DR A I N A G E P L A N GENERAL PLAN NOTES GRADING LEGEND NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C5.2 GR A D I N G A N D DR A I N A G E P L A N GENERAL PLAN NOTES GRADING LEGEND NORTH MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C5.3 GR A D I N G A N D DR A I N A G E P L A N GENERAL PLAN NOTES GRADING LEGEND NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C5.4 GR A D I N G A N D DR A I N A G E P L A N GENERAL PLAN NOTES GRADING LEGEND NORTH MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C5.5 GR A D I N G A N D DR A I N A G E P L A N GENERAL PLAN NOTES GRADING LEGEND NORTH MATCHLINE - SEE SHEET C5.6 MATCHLINE - SEE SHEET C5.8 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C5.6 GR A D I N G A N D DR A I N A G E P L A N GENERAL PLAN NOTES GRADING LEGEND NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C5.7 GR A D I N G A N D DR A I N A G E P L A N GENERAL PLAN NOTES GRADING LEGEND NORTH MA T C H L I N E - S E E S H E E T C 5 . 6 MA T C H L I N E - S E E S H E E T C 5 . 8 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C5.8 GR A D I N G A N D DR A I N A G E P L A N GENERAL PLAN NOTES GRADING LEGEND NO R T H GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND C6.0 GENERAL PLAN NOTES UTILITY LEGEND OV E R A L L U T I L I T Y PL A N NORTH DRAINAGE SUMMARY MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.1 UT I L I T Y P L A N GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.2 UT I L I T Y P L A N GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.3 UT I L I T Y P L A N GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.4 UT I L I T Y P L A N GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.5 UT I L I T Y P L A N GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.6 UT I L I T Y P L A N GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.6 MATCHLINE - SEE SHEET CX.8 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.7 UT I L I T Y P L A N GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.8 UT I L I T Y P L A N GENERAL PLAN NOTES UTILITY LEGEND NO R T H SE E S H E E T C 6 . 6 SE E S H E E T C 6 . 6 OFFSITE STORM SEWER OUTFALL NO R T H OFFSITE SANITARY SEWER CONNECTION GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.9 DE T E N T I O N P O N D OU T L E T P I P E P L A N GENERAL PLAN NOTES UTILITY LEGEND NORTH GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.10 ST R U C T U R E D A T A TA B L E GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N EXISTING LEGEND C6.11 GENERAL PLAN NOTES UTILITY LEGEND OV E R A L L W A T E R LI N E P L A N S NORTH MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.12 WA T E R L I N E P L A N S GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MA T C H L I N E - S E E S H E E T C X . 1 MA T C H L I N E - S E E S H E E T C X . 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.13 WA T E R L I N E P L A N S GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.1 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.14 WA T E R L I N E P L A N S GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.2 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 3 MA T C H L I N E - S E E S H E E T C X . 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.15 WA T E R L I N E P L A N S GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.3 MATCHLINE - SEE SHEET CX.5 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.16 WA T E R L I N E P L A N S GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.4 MATCHLINE - SEE SHEET CX.6 MA T C H L I N E - S E E S H E E T C X . 5 MA T C H L I N E - S E E S H E E T C X . 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.17 WA T E R L I N E P L A N S GENERAL PLAN NOTES UTILITY LEGEND KEY NOTES NORTH MATCHLINE - SEE SHEET CX.6 MATCHLINE - SEE SHEET CX.8 PROPOSED SANITARY WEST H: 1"=40 | V: 1"=4 83 9 . 5 1 84 1 . 3 5 84 2 . 5 8 84 5 . 1 5 84 5 . 5 0 84 8 . 4 3 84 6 . 9 5 84 5 . 8 5 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.18 SA N I T A R Y P L A N AN D P R O F I L E S GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NO R T H PROPOSED SANITARY WEST H: 1"=40 | V: 1"=4 84 6 . 0 3 84 5 . 8 5 84 5 . 5 1 84 5 . 9 0 84 6 . 5 3 84 6 . 5 8 84 6 . 4 0 84 5 . 3 9 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.19 SA N I T A R Y P L A N AN D P R O F I L E S GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORT H PROPOSED SANITARY EAST H: 1"=40 | V: 1"=4 84 5 . 7 5 84 4 . 7 7 84 4 . 4 1 84 3 . 3 0 84 2 . 7 8 84 3 . 0 2 84 3 . 3 9 84 3 . 5 4 84 3 . 6 3 84 6 . 2 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.20 SA N I T A R Y P L A N AN D P R O F I L E S GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND N O R T H PROPOSED SANITARY EAST H: 1"=40 | V: 1"=4 84 3 . 6 3 84 5 . 8 8 84 4 . 9 6 84 3 . 4 5 84 3 . 6 2 84 3 . 9 0 84 5 . 4 1 84 3 . 3 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.21 SA N I T A R Y P L A N AN D P R O F I L E S GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORTH PROPOSED SANITARY EAST 2 H: 1"=40 | V: 1"=4 84 5 . 9 2 PROPOSED SANITARY WEST 2 H: 1"=40 | V: 1"=4 84 6 . 9 3 85 0 . 0 6 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.22 SA N I T A R Y P L A N AN D P R O F I L E S GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORTH PROPOSED STORM 1 H: 1"=40 | V: 1"=4 84 6 . 1 5 84 5 . 7 3 84 4 . 5 4 84 4 . 3 7 84 5 . 5 7 84 5 . 3 5 84 5 . 9 2 84 6 . 6 2 84 6 . 9 1 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.23 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES UTILITY LEGEND PLAN & PROFILE NOTES PLAN & PROFILE LEGEND NORTH PROPOSED STORM 1 H: 1"=40 | V: 1"=4 84 6 . 9 6 84 6 . 6 2 84 6 . 9 3 84 7 . 2 9 84 6 . 7 6 84 5 . 1 4 84 4 . 4 2 84 4 . 9 8 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.24 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND N O R T H UTILITY LEGEND PLAN & PROFILE NOTES PROPOSED STORM 2 H: 1"=40 | V: 1"=4 84 4 . 7 3 84 4 . 5 5 84 4 . 5 7 84 3 . 8 9 84 3 . 7 7 84 3 . 5 1 84 3 . 5 4 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.25 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND NO R T H UTILITY LEGEND PLAN & PROFILE NOTES PROPOSED STORM 2 H: 1"=40 | V: 1"=4 84 3 . 3 7 84 5 . 7 1 84 4 . 9 7 84 4 . 0 0 84 4 . 1 0 84 3 . 7 6 84 5 . 8 1 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.26 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND NORTH UTILITY LEGEND PLAN & PROFILE NOTES PROPOSED STORM 3 H: 1"=40 | V: 1"=4 84 6 . 0 3 84 7 . 7 4 84 8 . 5 8 84 9 . 9 6 84 6 . 8 4 84 6 . 1 9 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.27 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND NO R T H UTILITY LEGEND PLAN & PROFILE NOTES PROPOSED STORM 7 H: 1"=40 | V: 1"=4 PROPOSED STORM 4 H: 1"=40 | V: 1"=4 PROPOSED STORM 5 H: 1"=40 | V: 1"=4 PROPOSED STORM 6 H: 1"=40 | V: 1"=4 84 8 . 9 4 84 6 . 0 7 84 8 . 7 2 84 4 . 6 8 84 4 . 6 2 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.28 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND NORTH NORTH N O R T H NOR T H UTILITY LEGEND PLAN & PROFILE NOTES PROPOSED STORM 9 H: 1"=40 | V: 1"=4 PROPOSED STORM 19 H: 1"=40 | V: 1"=4PROPOSED STORM 10 H: 1"=40 | V: 1"=4 84 5 . 5 2 84 5 . 8 3 84 5 . 5 2 84 4 . 0 0 84 5 . 2 3 PROPOSED STORM 8 H: 1"=40 | V: 1"=4 84 5 . 2 8 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.29 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND NOR T H NORT H N O R T H UTILITY LEGEND PLAN & PROFILE NOTES N O R T H PROPOSED STORM 15 H: 1"=40 | V: 1"=4 84 3 . 7 8 84 4 . 1 1 84 4 . 3 2 PROPOSED STORM 11 H: 1"=40 | V: 1"=4 84 2 . 8 7 PROPOSED STORM 12 H: 1"=40 | V: 1"=4 84 2 . 7 1 PROPOSED STORM 13 H: 1"=40 | V: 1"=4 84 4 . 1 8 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.30 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND NORTH NO R T H N O R T H UTILITY LEGEND PLAN & PROFILE NOTES NORTH PROPOSED STORM 14 H: 1"=40 | V: 1"=4 84 3 . 2 2 84 2 . 7 1 84 4 . 6 0 84 5 . 7 6 PROPOSED STORM 16 H: 1"=40 | V: 1"=4 84 3 . 7 2 PROPOSED STORM 18 H: 1"=40 | V: 1"=4 84 4 . 6 2 84 6 . 7 5 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.31 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND NORTH NORTH UTILITY LEGEND PLAN & PROFILE NOTES NOR T H PROPOSED STORM 17 H: 1"=40 | V: 1"=4 83 0 . 8 1 83 4 . 2 3 84 3 . 1 9 84 4 . 8 2 84 4 . 0 6 84 7 . 8 1 84 6 . 0 2 84 4 . 6 4 84 3 . 2 1 84 2 . 9 5 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C6.32 ST O R M P L A N A N D PR O F I L E S GENERAL PLAN NOTES PLAN & PROFILE LEGEND NO R T H UTILITY LEGEND PLAN & PROFILE NOTES RESERVED PARKING $250 FINE VANACCESSIBLE STOP GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C7.0 CO N S T R U C T I O N DE T A I L S A A GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C7.1 CO N S T R U C T I O N DE T A I L S GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C7.2 CO N S T R U C T I O N DE T A I L S GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C7.3 CO N S T R U C T I O N DE T A I L S 22 U U K K K 22 22 U GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C7.4 CO N S T R U C T I O N DE T A I L S TAB 5 A232 PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S 22028 MARCH 21, 2025 100% DD SET #DESCRIPTION DATE BU C K I N G H A M A T GR A M E R C Y ARCHITECT GC/CM CLIENT City Review Comments 02/05/2025 VIEW LOOKING AT FRONT OF APARTMENTS (LIGHT COLOR SCHEME) EX T E R I O R V I E W S City Review Comments 03/25/2025 A233 PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S 22028 MARCH 21, 2025 100% DD SET #DESCRIPTION DATE BU C K I N G H A M A T GR A M E R C Y ARCHITECT GC/CM CLIENT City Review Comments 02/05/2025 VIEW LOOKING AT BACK OF APARTMENTS (DARK COLOR SCHEME) EX T E R I O R V I E W S City Review Comments 03/25/2025 3'-4" MIN. 2'-2"1'-2" 2' - 6 " PROVIDE 2X8 BLOCKING OPTION 1 REAR WALL BLOCKING DIAGRAMS ALL UNITS OPTION 2 APPLIES ONLY WHERE AN ADJACENT VANITY ENCROACHES INTO THE 40" BLOCKING EXTENTS. TOILETS TYPE A & TYPE B BATHROOMS 3' - 2 " 2'-4" 1'-2"1'-2" 1'-6" 3'-0" MIN TYPE A 2' - 6 " PROVIDE 2X8 BLOCKING 2'-9" MIN TYPE B MIN. OPTION 2 3' - 2 " 10"3'-10" 2' - 6 " PROVIDE 2X8 BLOCKING OPTION 1 MIN. 3' - 2 " 10"2'-4" 2' - 6 " PROVIDE 2X8 BLOCKING OPTION 2 3' - 2 " 18" MIN 8" 2' - 0 " PROVIDE (2) ROWS 2X8 BLOCKING TYPE B UNITS ONLY WHERE WATER CLOSET OCCURS BETWEEN BATHTUBS AND LAVATORY. 15" MIN 1' - 2 " 2' - 6 1 2" HEAD WALL PROVIDE 2X8 BLOCKING 2'-0" 8" 3' - 2 " BACK WALL PROVIDE (2) ROWS 2X8 BLOCKING 6" M A X 6" MAX. 4'-0"6" MAX. 2'-4" 3' - 2 " CONTROL WALL PROVIDE 2X8 BLOCKING 5' - 6 " MI N . TUBS ALL UNITS 2' - 6 " HORIZONTAL BLOCKING TO BE 18 GAUGE METAL CONTROL WALL ONLY. CONTROLS IN TYPE A ACCESSIBLE BATHTUBS SHALL BE LOCATED BETWEEN THE BATHTUB RIM AND LOWER GRAB BAR, AND BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE TUB CENTERLINE. BLOCKING TO EXTEND TO CENTERLINE OF CONTROL WALL W D 30" X 48" CLEAR FLOOR SPACE FOR PARALLEL APPROACH TO EACH APPLIANCE PER SECTION 1004.10 FIG. C1004.10(a) FOR SI: 1 INCH = 25.4 MM. W D 30" X 48" CLEAR FLOOR SPACE FOR PARALLEL APPROACH TO EACH APPLIANCE PER SECTION 1004.10 FIG. C1004.10(B) LAUNDRY ROOM, TYPE B UNITS FOR SI: 1 INCH = 25.4 MM. 54" MIN 39" MIN. 41" MAX. 12" MAX 42" MIN 36 " M A X . 33 " M I N . 39 " M I N . 41 " M A X . 18 " M I N FIG. 604.5.1 SIDE WALL GRAB FOR WATER CLOSET 36" MIN 24" MIN 12" MIN 36 " M A X . 33 " M I N . FIG. 604.5.2 REAR WALL GRAB FOR WATER CLOSET 18" MIN18" MIN 28 " M I N 15 3/4"15 3/4" ANSI A117.1 2017: 1104.11.1.1 SWING-UP GRAB BAR FOR WATER CLOSET 60" MIN 48 " M I N CO N T R O L E N D W A L L BACK WALL HE A D E N D W A L L 18 " M I N 48" MIN 30 " M I N 36 " M I N 36" MIN SE A T W A L L BACK WALL CO N T R O L W A L L 60" MIN 30 " M I N LAVATORY COMPLYING WITH SECTION 606 CO N T R O L E N D W A L L BACK WALL HE A D E N D W A L L (a) 66 " M I N 18" 48" MIN (c) FORWARD APPROACH 24 " M A X . 33" MIN.24" MIN. WALL TO CL 15" MIN 18" *18 MIN (455) TO A FIXTURE 56 " M I N 18"42" MIN (d) PARALLEL OR FORWARD APPROACH FIG. 1004.11.3.1.2 WATER CLOSETS IN TYPE B UNITS 56 " M I N 48" MIN 18" (b) PARALLEL APPROACH 24 " M A X . 33" MIN. FIG. 1004.11.3.1.3.2 FORWARD APPROACH BATHTUB IN TYPE B UNITS - OPTIONS A BATHROOMS FIG. 1004.11.3.1.3.3 TRANSFER-TYPE SHOWER COMPARTMENT IN TYPE B UNITS PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S 22028 DECEMBER 13, 2024 50% DD SET #DESCRIPTION DATE BU C K I N G H A M A T GR A M E R C Y ARCHITECT GC/CM CLIENT A231 EX T E R I O R V I E W S SCALE: 01 AREA AT BATHROOMS REINFORCED WALL N.T.S.SCALE: 02 TYPE B UNITS N.T.S. TAB 6 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W2 W17 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W17 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1W1 W1W1W1W1 W1W1W1W1W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2 W1W1 W1W1 W1W1 W1W1 W1W1W1W1 W1 W1W1W1 W1W1 W1W1W1W1W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W1W1W1W1W1W1W1W1W1W1W1W1 W3 W3 W3 W3 W3 W3 W1W1 W1 W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPO RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH CEGJLN MD MDMDMDMD T.O. ROOF RIDGE EL: 46' -5" A FB FCW W2 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W2 W2 W2 W2 W2 W2 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1 W1W1W1 W1 W1W1W1W1W1W1W1W1W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W2 W2 W2 W2 W2 W2 W1 W1 W1W1 W1W1W2 W1W1 W1W1 W1W1W2 W1W1 W2 W2 W2 W1W1 W1W1 W1 W1 W1 W1 W1W1W1W1 W1W1W1W1 W1W1 W1W1W1W1W1W1 W2 W2 W2 W2 W1W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W3 W3 W3W3 W3 W3 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 123 MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS ELEC. METER LOCATION MDFCTMDMG T.O. ROOF RIDGE EL: 46' -5" FB 1 2 3 W2 W2 W2 W1 W1 W1 W1 W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 1 2 3 T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR MC RVASFCHRVAS ELEC. METER LOCATION 1 2 3 W2 W2 W1 W1 W2 W2 W2W2 W2W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W2 W17 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W17 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1W1 W1W1W1W1 W1W1W1W1W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2 W1W1 W1W1 W1W1 W1W1 W1W1W1W1 W1 W1W1W1 W1W1 W1W1W1W1W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W1W1W1W1W1W1W1W1W1W1W1W1 W3 W3 W3 W3 W3 W3 W1W1 W1 W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" RV ASFCHASFCV MD FB MG FCH FCF FB FCW FCW MR FCT MD FCW FCS W2 W2 W2 W1W1 W1W1 W1W1 W2 W2 W2 W4 W4 W1 W1 W1 W1 W1W1 W1W1 J M O L N W1 W1 W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" FCS FB AS FCV MD MG FCF FCH FCF FCWFB AS RV MD W1W1 W1W1W2 W1W1 W2 W2 W3 W3 W3 W1 W1W1W1 W1W1 M O L N W1W1 W1 W1 W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 1 2 3 T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG FB MR FCW MR MC RVASFCHRVAS W2 W2 W2W2 W2 W2 1 2 3 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 123 T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FCH W2 W2 W2 W2 W2 W2 1 2 3 W1W1 W1W1 W1W1 W2 W2 W2 W4 W4W1W1 W1W1 W1 W1 W1 W1 E G F H W1W1W1W1 RV ASFCPASFCHFCV FCT FBFCWMR MD W2 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W2 W4 W4W1W1 W1W1 W1 W1 W1 W1 C E B D A W1W1W1W1 W1W1 W1W1W2 W1W1 W2 W2W1W1 W1 W1 W1 W1W1W1 G J F H W1W1W1W1 FCF FCP AS MG MD FB FCW FCH FB FBMR W1 W1 W1 W1 W2 W2 W2W1W1 W3 W3 W3W1W1 W1 W1 C E B D A W1 W1 W1 W1 W1 W1 W1W1 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W3 W3 W3W3 W3 W3 W1W1W1W1W1W1W1W1W1W1W1W1 W1W1 W1W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W2 W17 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W17 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1W1 W1W1W1W1 W1W1W1W1W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FB FB FCH FCH FCH FCH FCH MCFCW FCW AS MRFCTFCH FCF AS FCP MR FCT FB MD MDMDMDMD W2 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W2 W2 W2 W2 W2 W2 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1 W1W1W1 W1 W1W1W1W1W1W1W1W1W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCO MD MG FCF FB FCF MR FCWFB AS RVFCF MD MD W1 W1 W1 W1 W2 W2 W2 W2 W2 W2 W1 W1 W1W1 W1W1W2 W1W1 W1W1 W1W1W2 W1W1 W2 W2 W2W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1W1 W3 W3 W3 W3 W3 W3 W1W1 W1 W1 W1 W1 W1 W1 W1W1W1 W2 W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 123 T.O. ROOF RIDGE EL: 46' -5" ELEC. METER LOCATION MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG SIM. FCH 1 2 3 W2 W2 W2 W1W1 W1 W1W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 1 2 3 T.O. ROOF RIDGE EL: 46' -5" ELEC. METER LOCATION MG FB MR FCV FBFCTFCHASFB MR MG FB MR FCW MR MC RVASFCHRVAS 1 2 3 W2 W2 W2W2 W2 W2W1 W1W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FB FB FCH FCH FCH FCH FCH MCFCW FCW AS MRFCTFCH FCF AS FCP MR FCT FB MD MDMDMDMD W2 W2 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W2 W2 W2 W2 W2 W2 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1 W1 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1 W1W1W1 W1 W1W1W1W1W1W1W1W1W1W1W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCO MD MG FCF FB FCF MR FCWFB AS RVFCF MD MD W1 W1 W1 W1 W2 W2 W2 W2 W2 W2 W1 W1 W1W1 W1W1W2 W1W1 W1W1 W1W1W2 W1W1 W2 W2 W2W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1W1 W3 W3 W3 W3 W3 W3 W1W1 W1 W1 W1 W1 W1 W1 W1W1W1 W2 W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 123 T.O. ROOF RIDGE EL: 46' -5" ELEC. METER LOCATION MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG SIM. FCH 1 2 3 W2 W2 W2 W1W1 W1 W1W2 W2 W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" 1 2 3 T.O. ROOF RIDGE EL: 46' -5" ELEC. METER LOCATION MG FB MR FCV FBFCTFCHASFB MR MG FB MR FCW MR MC RVASFCHRVAS 1 2 3 W2 W2 W2W2 W2 W2W1 W1W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W2 W17 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W17 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1W1 W1W1W1W1 W1W1W1W1W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W3 W3 W3W3 W3 W3 W1W1W1W1W1W1W1W1W1W1W1W1 W1W1 W1W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 ELEVATION MATERIAL LEGEND ASPHALT SHINGLE ROOF FACE BRICK CONTINUOUS RIDGE VENT METAL DOWNSPOUT GUARDRAIL METAL GUTTER WOOD FRAMED CANOPY SUPPORTED WITH ROD & CLEVIS FIBER CEMENT FASCIA FIBER CEMENT VERTICAL BOARD & BATTEN SIDING FIBER CEMENT HORIZONTAL SIDING FIBER CEMENT SMOOTH PANEL FIBER CEMENT TRIM PATIO SCREEN WALL FIBER CEMENT WRAPPED COLUMN ELEVATION MATERIAL LEGEND# FB MR MC AS RV MD MG FCF FCV FCH FCP ELEVATION NOTES 1. FINISH FLOOR ELEVATIONS SHOWN ON EXTERIOR ELEVATIONS AND SECTIONS ARE TO TOP OF SLAB ON GRADE AND TO TOP OF FLOOR SHEATHING AT WOOD FRAMED FLOORS. 2. ALL EXTERIOR EXHAUST VENTS TO BE PREFINISHED, COLOR TO CLOSELY MATCH ADJACENT MATERIAL. SEE MATERIAL LEGEND BELOW FOR COLOR. 3. ALL FIBER CEMENT SIDING TO BE FACTORY PRIMED AND FIELD PAINTED. 4. ALL EXTERIOR FINISHES AND COLORS ARE TO WRAP OUTSIDE CORNERS AND RETURN TO INSIDE CORNERS UNLESS NOTED OTHERWISE -SEE PLANS FOR REFERENCE OF WALL RETURNS. FCT WS1 NOTES: 1. ALL BALCONY DECKING TO BE TIMBERTECH TERRAIN COLLECTION, SILVER MAPLE 2. ALL EXPOSED METAL PRODUCTS TO BE PREFINISHED IN DARK GRAY OR BLACK, ARCHITECT TO SELECT FROM MANUFACTURER'S STANDARD FINISHES 3. VENT COLORS: (LIGHT) -OCCURS AT FIBER CEMENT COLOR SW 7004 (SNOWBOUND) (LIGHT) -OCCURS AT BRICK MATCH FIELD COLOR (DARK) -OCCURS AT FIBER CEMENT COLOR SW7004 (PEPPERCORN) (DARK) -OCCURS AT BRICK MATCH FIELD COLOR FCW MATERIAL COLOR SCHEME SW7674 PEPPERCORN SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, ALPINE SELECT GENERAL SHALE, TERRE HAUTE COLLECTION, BOURBON TRAIL 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" BDFHKMPOCEGJLN T.O. ROOF RIDGE EL: 46' -5" A RV ASFCHASFCP FCV FCH MD RV FCV FBFB FB FB MG MG FCH FCF FCH FB FCH FCH FCH FCH MCFCW FCW AS MRFB FCF AS FCP MR FCT FCH MD MDMDMDMD FB FCW W2 W17 W2 W1 W1 W1 W1 W1 W1 W2 W2 W4 W4 W2 W17 W2 W17 W2 W2 W17 W2 W1W1 W1W1 W1W1 W2 W2 W4 W4 W1W1 W1W1 W1W1 W2 W2 W4 W4 W2 W1 W1 W1W1 W1W1 W1W1 W1W1 W1 W1 W1 W1W1W1 W1W1W1W1W1W1W1W1W1W1W1W1W1W1 W1W1W1W1 W1W1W1W1W2 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" B D F H K M POCEGJLN T.O. ROOF RIDGE EL: 46' -5" A ASFCV FCH AS RV FCH FCH FB FB FB MD MG FCF FB FCV FCT AS FCV MD MG FCF FCH FCF MR FCWFB AS RVFCF MD MDFCW W1 W1 W1 W1 W2 W1W1 W1W1W2 W1W1 W1W1W2 W2 W2 W2W1W1 W1W1 W1 W1 W1 W1 W1 W1 W1 W1W1W1 W1W1 W1 W1 W1W1 W1W1 W1W1 W2 W2 W2 W2 W2 W2 W2 W2 W2 W3 W3 W3W3 W3 W3 W1W1W1W1W1W1W1W1W1W1W1W1 W1W1 W1W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MD MG FB MR FCW FB AS FB MR MG FB WS1 MR FCV MR MC RV AS RVAS MDFCTMDMG FB W2 W2 W2 W2 W2 W2 W1W1 W1 W1 W1 1ST FLOOR EL: 0' -0" 2ND FLOOR EL: 10' -8" 3RD FLOOR EL: 21' -4" TRUSS BEARING EL: 30' -5" T.O. ROOF RIDGE EL: 46' -5" MG FB MR FCV FBFCHASFB MR MG WS1 MR FCW MR RVASFCHRVAS W2W2 W2W2W1W2 W2 W1 W2 W2 (160) BIKE SPACES DERO DUPLEX, DOUBLE BIKE RACK - BASIS OF DESIGN AIR PUMP KIT 6' - 8 1 / 4 " 60' - 3" 19 ' - 0 " EQ EQ 19 ' - 0 " 60' - 3" GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ARRANGEMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL EXISTING SURFACES, MATERIALS, AND COMPONENTS TO REMAIN OR BE RELOCATED. DAMAGE TO THESE RESULTING FROM PERFORMANCE OF WORK SHALL BE REPAIRED BY CONTRACTOR TO SATISFACTION OF OWNER AND ARCHITECT AT NO ADDITIONAL EXPENSE TO OWNER. 3. CONTRACTOR SHALL PROVIDE TEMPORARY DUST PROTECTION AS REQUIRED TO PREVENT CONSTRUCTION DEBRIS AND DUST FROM MIGRATING OUT OF PROJECT AREA. OWNER/ARCHITECT SHALL CONFIRM ALL DUST PREVENTION MEASURES/LOCATIONS AND SHALL DETERMINE CHANGES TO THESE MEASURES. 4. ALL EXISTING EQUIPMENT AND FIXTURES SHALL REMAIN PROPERTY OF OWNER. ALL REUSABLE ITEMS SALVAGED DURING DEMOLITION OPERATIONS SHALL BE RETAINED FOR OWNER'S INSPECTION. ONLY ITEMS SO INSPECTED AND REJECTED BY OWNER SHALL BE DISPOSED. ALL OTHER SUCH ITEMS SHALL BE TURNED OVER TO OWNER FOR DISPOSITION. 5. ALL EXISTING SURFACES LOCATED ADJACENT TO, OR EXPOSED BY DEMOLITION WORK AND SCHEDULED TO RECEIVE NEW CONSTRUCTION SHALL BE PATCHED AND REPAIRED AS REQUIRED TO CLEANLY RECEIVE NEW WORK. 6. ALL EXISTING SURFACES LOCATED ADJACENT TO, OR EXPOSED BY DEMOLITION WORK AND SCHEDULED TO REMAIN EXPOSED AFTER COMPLETION OF NEW CONST. SHALL BE REPAIRED AND PATCHED AS REQUIRED TO RECEIVE NEW FINISHES. 7. OWNER WILL BE RESPONSIBLE FOR REMOVAL/REARRANGEMENT OF ALL EXISTING LOOSE FURNISHINGS DURING CONSTRUCTION, UNLESS NOTED OTHERWISE. 8. REFER TO MECH./ELEC. DRAWINGS FOR ADDITIONAL PATCHING AND PREPARATION WORK RELATED TO M.E.P. DEMOLITION ITEMS. 9. EXISTING SLEEVES, HOLES, AND OTHER PENETRATIONS TO BE SEALED PRIOR TO NEW CONSTRUCTION. NEW DAMAGE OF EXISTING BUILDING STRUCTURE ABOVE GRADE EXPOSED BY DEMOLITION AND REMOVAL OF PIPING, APPURTENANCES, EQUIPMENT SHALL BE PATCHED AND REPAIRED AS PART OF THE WORK. MAINTAIN FIRE RATINGS OF ALL AND ADJACENT CONSTRUCTION AFFECTED. 10. CAP ALL PIPING TO REMAIN OR ABANDONED IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITY HAVING JURISDICTION AND IN ACCORDANCE WITH ALL LOCAL AND STATE PLUMBING AND HEALTH CODES. UTILIZE ONLY PRE-MANUFACTURED AND APPROVED FITTINGS TO CAP EXISTING PIPING. 11. COORDINATE ALL DEMOLITION WITH PROJECT SEQUENCING AS DIRECTED BY GENERAL CONTRACTOR OR CONSTRUCTION MANAGER. 12. CONTRACTOR TO COORDINATE WITH CONSTRUCTION MANAGER TO PROVIDE ANY REQUIRED TEMPORARY PATHS OF EGRESS AS REQUIRED PER CODE. A921 5 A921 4 A921 2 A9213 13 ' - 4 " 14 ' - 1 1 1 / 4 " 7 3/4" M2 M2 M2 M2 WB1 M2 0'-6" 0'-6" 0'-0"0'-0" 0'-0" 0'-6" 0'-6" 0'-0" 0'-0" 5' - 4 1 / 4 " 7 A921 7 A921 T.O. SLAB EL: +0'-0" METAL COPING 4" CONCRETE BOLLARD - SEE CIVIL NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING 6 A921 T.O. WALL EL: +10'-0" T.O. SLAB EL: +0'-0" FACE BRICK 4" CONCRETE BOLLARD - SEE CIVIL METAL COPING NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING T.O. WALL EL: +10'-0" T.O. SLAB EL: +0'-0" METAL COPING CONTROL JOINT SPLIT FACE CMU NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING 4" CONCRETE BOLLARD - SEE CIVIL FACE BRICK METAL COPING ADA COMPLIANT HANDLE PROVIDED AT BOTTOM OF DOOR NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING COORDINATE CHUTE DOOR INSTALL WITH GRADING -SEE CIVIL DRAWINGS 2' - 0 " 3' - 9 " 3' - 4 " 3' - 9" T.O. SLAB EL: +0'-0" T.O. WALL EL: +10'-0" WB1 PRE-FINISHED MANUFACTURED METAL COPING 2x TREATED WOOD NAILER 8" CMU BOND BEAM -SEE STRUCTURAL (1) LAYER SHEATHING T.O. WALL EL: +10'-0" LATCH. STOP PLATE ATTACHED TO ONE LEAF ONLYPRE-FINISHED CORRUGATED STEEL PANEL ON STEEL TUBE FRAM W/(3) PAIR OF 6" HINGES -PAINT TO MATCH ENCLOSURE 4" O.D. PIPE AS GATE SUPPORT, FILL WITH CONCRETE. PROVIDE THREE PIPE HINGES PER LEAF 2"x2"x1/4" PRE-FINISHED STEEL TUBE FRAME WITH 4 VERT. INTERMEDIATES PER LEAF EQUALLY SPACED. GATE AND PANEL PRE-FINISHED (TYP.) LATCH. CANE BOLT ASSEMBLY (ONE PER LEAF) EQ EQ T.O. SLAB EL: +0'-0" 7 A921 14 ' - 1 1 1 / 4 " M2 M2 0'-0" 0'-0" 0'-0" 0'-0" A92110 A921 11 A921 9 A921 10 MIR. 6 A921 SIM. T.O. SLAB EL: +0'-0" METAL COPING 4" CONCRETE BOLLARD - SEE CIVIL NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING T.O. WALL EL: +10'-0" T.O. SLAB EL: +0'-0" FACE BRICK NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING T.O. WALL EL: +10'-0" T.O . W A L L M O U N T 7' - 0 " B.O . A W N I N G 8' - 1 1 / 2 " PRE-FABRICATED METAL AWNING (7) BIKE SPACES 11' - 0" T.O. SLAB EL: +0'-0" FACE BRICK 4" CONCRETE BOLLARD - SEE CIVIL METAL COPING NOTE: REF. CIVIL DWGS. FOR LOCATION OF GRADING T.O. WALL EL: +10'-0" 3' - 6" PRE-FABRICATED METAL AWNING WALL MOUNTED BIKE RACK 1. REFER TO CIVIL DRAWINGS FOR TRASH ENCLOSURE LOCATIONS. 2. METAL COPING COLOR TO MATCH APARTMENT TRIM COLOR. 3. CMU COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARDS. 4. GATE TO BE PRE-FINISHED TO MATCH APARTMENT COLOR TRIM. 5. TRASH CHITE DOOR TO MATCH APARTMENT COLOR TRIM. TRASH ENCLOSURE GENERAL NOTES MATERIAL COLOR SCHEME SW7004 SNOWBOUND GENERAL SHALE, TERRE HAUTE COLLECTION, "BOURBON TRAIL" PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S 22028 MARCH 21, 2025 100% DD SET #DESCRIPTION DATE BU C K I N G H A M A T GR A M E R C Y ARCHITECT GC/CM CLIENT A01 DE T A I L S RAILING 4" FIBER CEMENT TRIM @ WINDOW BACKER ROD AND SEALANT FACE BRICK RETURN WALL CONSTRUCTION PER PLAN SCALE: 01 DETAIL PLAN 3" = 1'-0" 1 City Review Comments 03/25/2025 5" FIBER CEMENT TRIM VINYL WINDOW EDGE OF BALCONY/PATIO - PROVIDE GAP TO ACCOUNT FOR MATERIAL EXPANSION/CONTRACTION SCALE: 02 DETAIL SECTION 3" = 1'-0" 6" FIBER CEMENT TRIM @ WINDOW BACKER ROD AND SEALANT FIBER CEMENT VENTED SOFFIT METAL KICKOUT FLASHING WITH FLEXIBLE MEMBRANE TAPE SHINGLE ROOF PER ASSEMBLY SHINGLE ROOF PER ASSEMBLY FIBER CEMENT STARTER STRIP FIBER CEMENT LAP SIDING PER ASSEMBLY METAL ROOF EDGE 8" FIBER CEMENT FASCIA ATTIC TAB 7 Existing Street Trees to Remain ORDINANCE COMPLIANCE CHART Perimeter Landscaping: Requirement: The western, northern, and southern property lines shall provide street trees where it abuts public right-of-way, or 3 shade trees, 3 ornamental trees, and 15 shrubs per 100 l.f. Provided: 22 Street Trees Parking Lot Interiors: Requirement: 1 Shade Tree per 10 parking spots Required: 407 spots = 41 Shade Trees Provided: 41 Shade Trees, 126 Shrubs Building Base Requirement: 1 Shade Tree, 1 Ornamental Tree, and 9 Shrubs per 100 LF Buildings 1, 2, and 3 Required: 668.5 L.F. = 7 Shade Trees, 7 Ornamental Trees, 61 Shrubs Provided: 7 Shade Trees, 7 Ornamental Trees, 62 Shrubs Building 4 Required: 566.3 L.F. = 6 Shade Trees, 6 Ornamental Trees, 51 Shrubs Provided: 6 Shade Trees, 6 Ornamental Trees, 51 Shrubs Buildings 6, 7, 9, 10, and 13 Required: 613.3 L.F. = 7 Shade Trees, 7 Ornamental Trees, 56 Shrubs Provided: 7 Shade Trees, 7 Ornamental Trees, 56 Shrubs Club House Required: 427.2 L.F. = 5 Shade Trees, 5 Ornamental Trees, 39 Shrubs Provided: 5 Shade Trees, 5 Ornamental Trees, 40 Shrubs Maintenance Building Required: 188.2 L.F. = 2 Shade Trees, 2 Ornamental Trees, 17 Shrubs Provided: 2 Shade Trees, 2 Ornamental Trees, 17 Shrubs Ov e r a l l P l a n t i n g a n d I r r i g a t i o n R e f e r e n c e P l a n L300 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e 03 - 2 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 03.21.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Refer to: L301 L401 Refer to: L303 L403 Refer to: L302 L402 Refer to: L304 L404 Refer to: L305 L405 Refer to: L306 L406 1. Refer to Project Manual for Planting Specifications and Topsoil requirements. Refer to Plant Schedule and Planting Details for additional information. 2. All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architect to inspect all plant locations and plant bed conditions prior to installation. On-site adjustments may be required. 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. 4. Remove from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with approved, specified material. 5. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements and install appropriate quantities as governed by plant spacing per schedule. Plant material quantities shown on plan are minimum quantities. Additional material may be needed to meet spacing requirements and field conditions. 6. Seed all areas disturbed by construction activities that are not otherwise noted to receive pavement, planting bed, or sod treatment. 7. The Contractor shall install and/or amend topsoil in all proposed bed areas to meet Specifications. Contractor shall coordinate quantity and placement of topsoil. Landscaper shall verify depth of topsoil prior to plant installation. (Refer to specifications for topsoil source and placement requirements) 8. All tree locations shall be marked with 2x2" stakes prior to planting for review and approval by the Landscape Architect. Any plant material installed in an incorrect location, by the judgment of the Landscape Architect, shall be reinstalled at the Contractor's expense. 9. All plant beds shall receive 3" minimum of shredded hardwood bark mulch (unless otherwise noted). 10. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to Owner's satisfaction at no additional cost. 11. The Contractor shall maintain all plant material and lawns until the project is fully accepted by the Landscape Architect, unless otherwise noted. 12. All workmanship and materials shall be guaranteed by the Contractor for a period of one calendar year after Final Acceptance. 13. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. 14. Contractor shall test all tree pits for drainage. Any tree pit that holds water for more than 24 hours shall be installed using tree pit drainage. 15. Tree Protection Fencing is the responsibility of the Contractor. Minimum protected area shall include the full drip line of the canopy. NO construction activities, material storage, etc. may occur within that area. The Contractor shall ensure that no soil compaction or tree damage occurs in any Protected areas, at any time during the construction process. 16. Trees shall be matched in groups unless otherwise noted. GENERAL LANDSCAPE AND PLANTING NOTES 0 Scale 1" = 100'-0" 200 '100'50 ' North (4) Thu-o (2) Ame-x (4) Thu-o (2) Ame-x (4) Zel-s (3) Pla-a (3) Ite-p(3) Ite-p (1) Mag-s (4) Thu-o (1) Vib-m (4) Ite-p (1) Mag-v (5) Ite-p(1) Mag-v (3) Thu-o (1) Vib-m (1) Mag-s (3) Pla-a (1) Mag-v (2) Liq-r (1) Ame-x (1) Ame-x (3) Ite-p (2) Hyd-l (1) Gle-s (1) Zel-s (3) Thu-o (3) Aro-m (1) Mag-v (2) Hyd-l (1) Vib-m (1) Cer-e (1) Pla-a (1) Pla-a (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Zel-s (4) Rhu-g (4) Rhu-g (4) Rhu-g (1) Zel-s (1) Zel-s (6) Jun-v (1) Gle-s (1) Gle-s (4) Hyd-l (2) Thu-o (2) Vib-m (3) Vib-m (6) Cle-a (2) Nys-s (4) Thu-o (2) Hyd-l (3) Hyd-l (3) Hyd-l (4) Thu-o (1) Bux-m (5) Pan-s (1) Ame-x (1) Bux-m (2) Hyd-l (2) Hyd-l (1) Ulm-p (3) Aro-m (6) Cle-a (4) Cle-a(2) Rhu-g (5) Aro-m (4) Ite-p (6) Cle-a (1) Ost-v (8) Aro-l (38) All-x The following quantity of Ordinance Required Plantings around Building 11 will be provided via existing and new plants following assessment of existing plantings. ·5 Shade Trees (2.5" cal.) ·5 Ornamental Trees (1.5" cal./ 6' ht.) ·39 Shrubs (18" min. ht.) (1) Cer-e (1) Cer-e (3) Thu-o (3) Thu-o Pl a n t i n g P l a n L301 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e 03 - 2 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 03.21.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 2 Ma t c h l i n e - S h e e t L 3 0 2 Matchline - Sheet L303Matchline - Sheet L303 PR O P E R T Y L I N E PROPERTY LINE FUTURE TOWNHOMES 0 Scale 1" = 20'-0" 40'20'10 ' North ARR O W A E D R . (PRI V A T E ) (1) Gle-s (1) Gle-s (1) Gle-s (1) Cel-p (1) Que-b (3) Thu-o (3) Thu-o (1) Cer-e (4) Hyd-l (2) Vib-m (3) Thu-o (3) Thu-o (1) Cer-e (1) Ost-v (1) Vib-m (1) Mag-s (1) Pla-a (1) Cor-k (1) Cor-k (5) Pan-s (1) Vib-m (3) Thu-o (1) Vib-m (1) Mag-s (2) Aro-m (1) Vib-m (3) Hyd-l (5) Pan-s (3) Aro-m (4) Thu-o (1) Vib-m (1) Vib-m (1) Vib-m (2) Aro-m (3) Hyd-l (3) Thu-o (1) Ame-x (3) Thu-o (1) Vib-m(1) Zel-s The following quantity of Ordinance Required Plantings around Building 5 will be provided via existing and new plants following assessment of existing plantings. ·6 Shade Trees (2.5" cal.) ·6 Ornamental Trees (1.5" cal./ 6' ht.) ·54 Shrubs (18" min. ht.) (1) Ame-x (1) Que-b (1) Que-b (3) Hyd-l (3) Hyd-l (3) Que-b (1) Lir-t (1) Cel-p NO-MOW SIGN SEE DETAIL 3/L350 Pl a n t i n g P l a n L302 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e 03 - 2 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 03.21.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 1 Ma t c h l i n e - S h e e t L 3 0 1 Matchline - Sheet L304Matchline - Sheet L304 PR O P E R T Y L I N E PROPERTY LINE 0 Scale 1" = 20'-0" 40'20'10 ' North (3) Rhu-g (1) Pla-a (2) Pla-a (1) Cor-k (1) Que-r (1) Cer-e (1) Liq-r (1) Lir-t (1) Lir-t (1) Liq-r (1) Pla-a (1) Cor-k (1) Cor-k (1) Mag-v (3) Aro-m (4) Hyd-l (1) Ame-x (1) Liq-r (1) Ame-x (1) Liq-r (1) Cor-k (2) Hyd-l (1) Ame-x (3) Ite-p (1) Ame-x (3) Ite-p (1) Mag-v (1) Ulm-j (1) Mag-v (1) Ulm-j (1) Ame-x (2) Mag-v (1) Gle-s (1) Zel-s (1) Gle-s (1) Gle-s (3) Thu-o (2) Aro-m (1) Gle-s (2) Hyd-l (2) Thu-o (2) Hyd-l (1) Ame-x (1) Gle-s (1) Ame-x (2) Thu-o (2) Hyd-l (2) Hyd-l (1) Aro-m (3) Thu-o (1) Gle-s (1) Que-b (1) Cor-k (1) Ulm-p(1) Cer-e (5) Ite-p (1) Que-b (1) Gle-s (5) Ite-p (1) Cer-e (1) Cor-k (1) Ulm-p(1) Vib-m (1) Cor-k (4) Hyd-l (4) Hyd-l (4) Hyd-l (1) Mag-v (2) Hyd-l (1) Que-c (1) Vib-m (3) Thu-o (3) Thu-o (1) Aro-m(1) Mag-v (1) Cer-e (1) Cer-e (1) Nys-s (5) Pan-s (2) Bux-m (4) Hyd-l (1) Pla-a (1) Vib-m (4) Ite-s (4) Hyd-l (7) Bux-g (3) Rhu-g (3) Rhu-g (3) Rhu-g (1) Ulm-j (6) Spo-t (3) Phy-t (1) Zel-s (1) Ulm-j (3) Hyd-l (2) Vib-m (5) Aro-m (3) Aro-m (1) Ulm-j (6) Jun-v (4) Cle-a (4) Hyd-l (2) Vib-m (3) Phy-t (5) Spo-t (2) Hyd-l (4) Thu-o (3) Hyd-l (3) Ite-p (1) Ame-x (3) Hyd-l (2) Hyd-l (4) Thu-o (1) Cer-e (3) Que-u (2) Ulm-j (1) Que-u (4) Aro-m (4) Thu-o (3) Hyd-l (3) Hyd-l (4) Thu-o (2) Hyd-l (1) Pla-a (1) Gle-s (6) Hyd-l (6) Hyd-l (1) Hyd-l (2) Thu-o (3) Aro-m (1) Ame-x (1) Bux-m (2) Hyd-l (2) Aro-m Existing Street Trees to Remain (2) Jun-v (1) Ulm-p (4) Ite-p (6) Aro-m (4) Aro-m (6) Hyd-l (3) Aro-m (3) Aro-m (4) Aro-m (8) Aro-l The following quantity of Ordinance Required Plantings around Building 12 will be provided via existing and new plants following assessment of existing plantings. ·5 Shade Trees (2.5" cal.) ·5 Ornamental Trees (1.5" cal./ 6' ht.) ·39 Shrubs (18" min. ht.) (1) Pla-a (1) Lir-t (1) Liq-r (3) Thu-o (3) Thu-o (3) Thu-o (3) Thu-o (2) Thu-p (2) Thu-p (2) Thu-p (2) Thu-p (2) Thu-p (2) Thu-p Pl a n t i n g P l a n L303 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e 03 - 2 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 03.21.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 4 Matchline - Sheet L305 PR O P E R T Y L I N E PR O P E R T Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North Matchline - Sheet L301 Matchline - Sheet L305 Matchline - Sheet L301 Ma t c h l i n e - S h e e t L 3 0 4 (1) Que-b (1) Que-m (1) Ulm-j (1) Ulm-j (1) Ame-x (1) Ame-x (1) Que-m (2) Thu-o (3) Vib-m(7) Thu-o(3) Vib-m (2) Thu-o (6) Spo-t (3) Phy-t (3) Phy-t (6) Jun-v (1) Gle-s (1) Ame-x (2) Hyd-l (4) Hyd-l (1) Ame-x (2) Hyd-l (1) Cer-c (3) Thu-o (5) Pan-s (1) Cer-c (5) Pan-s (1) Cer-c (1) Vib-m (1) Mag-s (1) Cor-k (1) Ost-v (1) Ost-v (1) Zel-s (1) Zel-s (4) Ite-s (3) Ite-s(1) Ost-v (1) Ost-v (4) Ite-s (1) Zel-s (5) Ite-s (7) Bux-g (2) Vib-m (5) Aro-m (1) Ulm-j (1) Ulm-j (2) Vib-m (4) Phy-t (2) Vib-m (4) Thu-o (1) Vib-m (4) Aro-m (4) Hyd-l (3) Jun-v (7) Spo-t Required Plantings around Building 12 will be provided via existing and new plants following assessment of existing plantings. 5 Ornamental Trees (1.5" cal./ 6' ht.) PLUG MIX TYPE 1 - WATER EDGE (2,228 sf) SEED MIX TYPE 1 - POND BANK (15,187 sf) NATIVE GRASSES/SHRUBS (8,740 sf) The following quantity of Ordinance Required Plantings around Building 8 will be provided via existing and new plants following assessment of existing plantings. ·6 Shade Trees (2.5" cal.) ·6 Ornamental Trees (1.5" cal./ 6' ht.) ·54 Shrubs (18" min. ht.) NO-MOW SIGN SEE DETAIL 3/L350 NO-MOW SIGN SEE DETAIL 3/L350 NO-MOW SIGN SEE DETAIL 3/L350 NO-MOW SIGN SEE DETAIL 3/L350 NO-MOW SIGN SEE DETAIL 3/L350 Pl a n t i n g P l a n L304 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e 03 - 2 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 03.21.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 3 Ma t c h l i n e - S h e e t L 3 0 3 Matchline - Sheet L305 PR O P E R T Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North (1) Mag-v (17) Bux-x (1) Cor-k (1) Cer-e (1) Lir-t (2) Hyd-l (2) Lir-t (1) Ame-x (1) Ame-x (1) Mag-v (1) Ame-x (2) Thu-o (1) Ame-x (2) Vib-m (4) Hyd-l (1) Ame-x (6) Thu-o (1) Mag-v (3) Thu-o (2) Aro-m (5) Hyd-l (2) Hyd-l (1) Ulm-j (3) Phy-t (1) Zel-s (7) Bux-g (1) Ulm-j (1) Ulm-j(4) Phy-t (5) Cle-a (6) Thu-o (2) Ulm-j (1) Que-u (2) Aro-m (2) Ulm-j (6) Thu-o (6) Thu-o (7) Spo-t (3) Cer-e (3) Aro-m (5) Thu-o (4) Vib-m (3) Aro-m (2) Vib-m (2) Aro-m (53) All-x (8) Aro-l (3) Gle-s (4) Gle-s (1) Lir-t Pl a n t i n g P l a n L305 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e 03 - 2 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 03.21.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Matchline - Sheet L304Matchline - Sheet L303 PROPERT Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North CODE QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS TREES Cel-p 5 Celtis occidentalis `Prairie Pride`Prairie Pride Hackberry B & B min. 2.5" cal.full, strong central leader, matched Gle-s 31 Gleditsia triacanthos inermis `Shademaster` Shademaster Thornless Honeylocust B & B min. 2.5" cal.full, strong central leader, matched Liq-r 10 Liquidambar styraciflua `Rotundiloba` TM Round-Lobed Sweet Gum B & B min. 2.5" cal.full, strong central leader, matched Lir-t 12 Liriodendron tulipifera Tulip Tree B & B min. 2.5" cal.full, strong central leader, matched Nys-s 4 Nyssa sylvatica Sour Gum B & B min. 2.5" cal.full, strong central leader, matched Ost-v 13 Ostrya virginiana American Hophornbeam B & B min. 2.5" cal.full, strong central leader, matched Pla-a 24 Platanus x acerifolia `Bloodgood`London Plane Tree B & B min. 2.5" cal.full, strong central leader, matched Que-c 1 Quercus coccinea Scarlet Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Que-b 8 Quercus macrocarpa Burr Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Que-m 5 Quercus muehlenbergii Chinkapin Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Que-r 1 Quercus robur English Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Que-u 4 Quercus rubra Red Oak B & B min. 2.5" cal.spring dug, full, strong central leader, matched Ulm-j 15 Ulmus japonica `Morton` TM Morton Elm B & B min. 2.5" cal.full, strong central leader, matched Ulm-p 7 Ulmus parvifolia Lacebark Elm B & B min. 2.5" cal.full, strong central leader, matched Zel-s 15 Zelkova serrata `Green Vase`Green Vase Sawleaf Zelkova B & B min. 2.5" cal.full, strong central leader, matched ORNAMENTAL TREES Ame-x 29 Amelanchier x grandiflora `Autumn Brilliance` Autumn Brilliance Serviceberry B & B min. 6` ht.multi-trunk; matched Cer-c 3 Cercis canadensis Eastern Redbud B & B min. 6` ht.multi-trunk, matched Cer-e 25 Cercis canadensis Eastern Redbud Multi-trunk B & B min. 8` ht.multi-trunk, matched Cor-k 15 Cornus kousa Kousa Dogwood B & B min. 8` ht.multi-trunk, matched Cor-m 2 Cornus mas Cornelian Cherry B & B min. 1.5" cal.full, strong central leader, matched Mag-s 5 Magnolia stellata Star Magnolia B & B min. 1.5" cal.full, strong central leader, matched Mag-v 14 Magnolia virginiana Sweet Bay B & B min. 1.5" cal.full, strong central leader, matched CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT REMARKS SHRUBS Aro-m 76 Aronia melanocarpa 'Autumn Magic'Autumn Magic Black Chokeberry container 18" ht. min.space @ 5'-0" o.c. Aro-l 16 Aronia melanocarpa `UCONNAM165` Low Scape Mound® Black Chokeberry container 18" ht. min.space @ 2'-6" o.c. Bux-m 10 Buxus x 'Green Mountain'Green Mountain Boxwood container 18" ht. min.pyramidal form, symmetrical, matched Bux-x 17 Buxus x `Green Gem`Green Gem Boxwood container 18" ht. min.space @ 3`-0" o.c. Bux-g 14 Buxus x `Green Velvet`Green Velvet Boxwood container 18" ht. min.space @ 2`-6" o.c., allow to mass Cle-a 31 Clethra alnifolia `Hummingbird`Hummingbird Summersweet container 18" ht. min.space @ 3`-0" o.c. Hyd-l 151 Hydrangea paniculata 'SMHPLQF'Little Quick Fire® Panicle Hydrangea container 18" ht. min.space @ 4'-0" o.c., allow to mass Ite-p 45 Itea virginica 'SMNIVDFC'Scentlandia® Sweetspire container 18" ht. min.space @ 3'-0" o.c. Ite-s 16 Itea virginica `Sprich`Little Henry Virginia Sweetspire container 18" ht. min.space @ 3`-0" o.c. Jun-v 23 Juniperus virginiana `Grey Owl`Grey Owl Juniper container 18" ht. min.space @ 3`-0" o.c., allow to mass Phy-t 16 Physocarpus opulifolius 'SMPOTW'Tiny Wine® Ninebark container 18" ht. min.space @ 4' o.c. Rhu-g 26 Rhus aromatica 'Gro-Low'Gro-Low Fragrant Sumac container 18" ht. min.space @ 5'-0" o.c., allow to mass Thu-p 12 Thuja occidentalis 'Thusid4'Petite Emerald Green Arborvitae container 24" ht. min.pyramidal form, symmetrical, matched Thu-o 157 Thuja occidentalis `Little Giant`Little Giant Arborvitae container 18" ht. min.space @ 4`-0" o.c. Vib-m 45 Viburnum dentatum 'Blue Muffin'Blue Muffin Arrowwood Viburnum container 18" ht. min.space @ 6'-0" o.c. ORNAMENTAL GRASSES Pan-s 30 Panicum virgatum `Shenandoah`Shenandoah Switch Grass container 18" ht. min.space @ 3'-6" o.c. Spo-t 24 Sporobolus heterolepis 'Tara'Tara Prairie Dropseed container 18" ht. min.space @ 3'-0" PERENNIALS All-x 91 Allium x `Millenium`Millenium Ornamental Chive container #1 pot space @ 12" o.c., triangular spacing PLANT SCHEDULE SHRUB MIX Cornus stolonifera 'Arctic Fire' Cornus alba 'Ivory Halo' Hydrange paniculata 'Little Lime' Hydrangea quercifolia 'Pee Wee' Ilex verticillata 'Berry Poppins' Ilex verticillata 'Mr. Poppins' Itea virginica 'Scentlandia' Physocarpus opulifolius 'Tiny Wine' Physocarpus opulifolius 'Diabolo' Rosa 'Peach Drift' PERENNIAL MIX Amsonia hubrechtii Aster 'Purple Dome' Aster 'Wood's Blue' Echinacea 'Pow Wow Wild Berry' Echinacea 'Cheyenne Spirit' Eupatorium dubium 'Little Joe' Diervilla 'Kodiak Orange' Nepeta faassenii 'Cat's Pajamas' Penstemon 'Dark Towers' Rudbeckia fulgida 'Viette's Little Suzy' Sedum 'Autumn Joy' Sedum 'Little Miss Sunshine' NATIVE GRASSES/SHRUBS 8,866 sf Ornamental Grasses 1,382 1 gal, 24" o.c.60% @ 24" o.c. Shrub Mix space @ 42" o.c. 301 container, 42" o.c., min. 24" height 40% @ 42" o.c. PLUG MIX TYPE 1 - WATER EDGE 2,263 sf Native Plug Mix 1,045 plug, 18" o.c.18" o.c. SEED MIX TYPE 1 - POND BANK 15,394 sf SHRUB/PERENNIAL PLANTINGS 7,618 sf Ornamental Grasses 395 1 gal, 24" o.c.20% @ 24" o.c. Perennial Mix space @ 18" o.c. 879 1 gal, 18" o.c.25% @ 18" o.c. Shrub Mix space @ 42" o.c. 356 container, 42" o.c., min. 24" height 55% @ 42" o.c. PLANT MIX SCHEDULE ORNAMENTAL GRASSES Bouteloua gracilis 'Blonde Ambition' Calamagrostis acutiflora 'Karl Foerster' Panicum virgatum 'Shenandoah' Sporobolus heteropsis 'Tara' 2" Slope & scarify sides of pit. Excavated soil or topsoil backfill. Set root ball on undisturbedsoil cone at bottom of pit. times ball diameter.Width of pit to be two Finish grade 3" shredded hardwood bark mulch 12 dia. of root ball MULTI-STEM TREE PLANTING Not to Scale PERENNIAL PLANTING Not to Scale Note: All perennial beds shall be planted using triangular planting scheme. Refer to Planting Schedule for On-Center planting dimension. 3" Shredded Hardwood Bark Mulch Remove Container 12" Prepared Soil; Refer to Specifications Compacted Subgrade Existing Grade 1 2 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e 03 - 2 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 03.21.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Pl a n t i n g D e t a i l s L350 NO MOW SIGN AT RAIN GARDEN Not to Scale 2 lb. Steel Sign Post (Painted Black) Provide 1" Slope @ Top of Footing (when not in concrete walk) 4,000 psi Concrete Footing. Recess Footing 4" Below Concrete Walk 12" 1' - 6 " 2- 6 " m i n . 3' - 6 " 6" 12" DO NOTSPRAYOR MOWBEYONDSIGN Native Plants 1" tall lettering (Black) "Garamond" font or similar upper case 14" border (black) 11/16" tall lettering (Black) "Garamond" font or similar Sentence Case 3 Si t e D e t a i l s L603 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e 03 - 2 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 03.21.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A 25 Space posts evenly between gates at intervals no greater than 8'-0". 15" 42 " Belled Concrete Footing, Typ. See spec. 4" Max. O.C., Typ. Fencing, powdercoat finish, include gate 4' wide as shown on layout plan. Refer to Notes. 4' - 0 " m i n . h e i g h t , R e f e r t o G r a d i n g P l a n FENCE, ORNAMENTAL METAL, 4' HT. Scale: 1/2"=1'-0" Gates to be Equipped with Self-Closing and Positive Self-Latching Closure Mechanism in Compliance with Indiana Building Code. Coordinate Keys/Locks with Owner. Openings to be no Greater Than 1 2". NOTES: 1. Fence Contractor shall be responsible for verifying size of foundations and o.c. spacing and length of posts prior to fabrication. Refer to Specifications. 2. Contractor to submit full shop drawings for approval by Landscape Architect prior to fabrication. 3. Contractor shall coordinate, furnish, and install all hardware, brackets, supports, and anchors to provide a complete fencing system. 4. Miter cut, weld clean, and grind smooth all visible metal connections. All material shall be powdercoat finish. 5. Basis of Design product to match balcony/patio railings as noted on Architectural Plans/Specifications. 5.1. Material: Aluminum, Prefinished 5.2. Top Rails: 3"x3" 26 5.3. Vertical Posts: 1 12"x 1 12" 5.4. Pickets: 12" x 12" Metal Tubing 5.5. Color: Dark gray or black, architect to choose from manufacturer's stnadard colors. Install Gate Latching Hardware: - Controls Shall Not Require Tight Grasping, Pinching or Twisting of the Wrist. Operable Force Shall be 5 lbs. Max. Provide Kickplate. Door Surfaces Within 10" of the Floor, Measured Vertically, Shall be Smooth Surface on the Push Side of the Door. Parts Creating Horizontal or Vertical Joints in This Surface Shall be Within 1/16" of the Same Plane as the Other. Cavities Created by Added Kickplates Shall be Capped. Expanded Metal Mesh Panel, Fastened to Pool Side of Fence, Black Powdercoat Finish 3'-0" 3" Max. UNIT YARD GATE HARDWARE - BASIS OF DESIGN: Provide the following hardware at each gate. Color of all components to match fence/gate color. ·Lock Box/Handle (LUKY4040J5L9005GMAB) ·Lock Box Adapter Plate (3019LA-S-C-V) Granular Fill #4 Rebar, 12" O.C. Both Ways Compacted Subgrade 1'-0" (typ.) #3 Nosing Bars, Each Step R 1/2" (typ.) 1/8" Slope Provide handrail on both sides of stair, typ. 1/2" Smooth Dowels @ 12" O.C., typ. Expansion Joint, Typ. w/ Sealant 1'-0" PROTOTYPICAL CONCRETE STEPS Scale: 3/4"=1'-0" 3' - 0 " Stair Risers to Have 30 Degree Max Angle and 1 1/4" Max Depth. Match Stoop Stair Details. Refer to Architectural Drawings 1'-6' Refer to Detail 7 this Sheet for handrail embedment 1'-0" 1'-0" Riser height Varies, 4" min. 7" max. Riser height to be consistent within each run of stairs, Typ. Refer to Grading Plan for top and bottom of stair elevations. 1 1/2" O.D. Metal Pipe Handrail, Powdercoat Finish 1/4" x 3 1/2" Dia. SS Escutcheon Plate, Powdercoat Finish 1/2" x 1 1/2" Bar Stanchion, Powdercoat Finish 6" m i n . 8" m i n . LC Perforated Tile With Geotextile Wrapping Washed Aggregate; refer to civil plans and details 3" (min)3" (min) DOG PARK MULCH (BASE BID) Not to Scale 1% Slope to Drain, Min. See Plans and Material Data Table for Adjacent Edge Conditions ENGINEERED WOOD FIBER; SEE MATERIAL DATA TABLE RE F E R T O C I V I L 8" M U L C H 4' TALL VINYL SCREENING FENCE Scale: 1" = 1'-0" Steel reinforced top with vinyl fence panel cap Steel reinforced bottom rail with vinyl fence panel cap Vinyl fence post with internal cap Vinyl fence panel slatting, tongue and groove CIP concrete footings for fence post finish grade 6" 2' - 0 " 6" 3' - 0 " 8'-0" 4' - 0 " 2" 6' - 6 " BASIS OF DESIGN: Barrette Outdoor Living Solid Privacy Fence FINISH GRADE PILE HEIGHT EXTENDS 1/2" ABOVE ADJACENT HARDSCAPE TYPICAL SYNTHETIC TURF SURFACING Scale: 1-1/2" = 1'-0" COMPACTED SUBGRADE TO 90% STANDARD PROCTOR NON-WOVEN FILTER FABRIC SYNTHETIC TURF SURFACING; -Alternate Bid Dog Park Surface (K-9 Grass) -Base Bid Outdoor Fitness Surface (Synlawn: Synaugustine 347) Refer to Specifications PERIMETER NAILER BOARD AT CONCRETE SCOPE, ANCHOR PERIMETER NAILER TO CONCRETE PER MANUFACTURER'S INSTRUCTIONS. CONTRACTOR OPTION ON FINAL BOARD MATERIAL PER MANUFACTURER'S RECOMMENDATION . 6" PLANT BED TURN DOWN SYNTHETIC TURF SURFACING @ PLANT BED EDGES ALONG SURFACE OF NAILER. PIN PER MANUFACTURER'S RECOMMENDATIONS STONE, DRAINAGE LAYER, REFER TO SPECS & SIEVE ANALYSIS (4" MIN. DEPTH) See Note 1 2 X 6 BURIED NAILER BOARD, CONTRACTOR OPTION ON FINAL BOARD MATERIAL PER MANUFACTURER'S RECOMMENDATION PERFORATED UNDERDRAIN WITH NON-WOVEN GEOTEXTILE WRAP. SEE NOTE 1. See Note 1 ADJACENT CONDITIONS VARY; SEE NOTE 3. DRAINAGE AGGREGATE SIEVE ANALYSIS Sieve Size Percent Passing 3/8"100% #4 80-100% #100 10-30% #200 2-10% NOTES: 1. Provide perimeter drain and equally spaced laterals at 14' o.c. max. Slope sub-grade to positively drain to underdrain. Refer to Civil Drawing for Additional Requirements. 2. Turf Basis of Design, 2.1. Dog Park and Puppy Porch: K-9 Grass; 2.2. Outdoor Fitness: Synlawn, Synaugustine 347 3. Condition 1 - Thickened Concrete Slab Edge Condition 2 - Face of Fence Post Foundation Condition 3 - Face of Wall Condition 4 - Plant Bed Edge ZEOLITE ODOR REDUCING TOP DRESSING CRYSTALS PER SPECIFICATIONS: COMMERCIAL (3+LBS. Per FT².) CONCRETE POST CURB. 4 1 3 GEMINI aEratING FouNtaIN SpEcIFIcatIoNS MoDEL: The aerator shall be a floating, surface spray aerator with a “trumpet” shaped spray pattern. Spray dimensions are: feet ( m) in height, and feet ( m) in diameter. puMpING capacItIES: The primary pumping rate of the unit is GPM ( m3/hr) and the secondary or induced circulation rate is GPM ( m3/hr). FLoat: The float shall be made of seamless, one-piece high-density polyethylene plastic, filled with high density closed cell polyurethane foam. The float shall be capable of providing full floatation if the shell is punctured or cracked. The float shall have protective pockets for lights and handles molded into the bottom for easy handling. Metal floats or those with an internal void for additional ballast are not acceptable. IMpELLEr: The impeller shall be dynamically balanced and die cast from types 304 stainless steel. A type 304 stainless steel bolt and set-screw shall secure the impeller to the motor shaft. Flexible shaft couplings are not acceptable. Motor: The motor shall be a HP, volt, phase, HZ oil-cooled, submersible motor operating at 3450 RPM or 50 Hz operates at 2875 RPM. The service factor shall be 1.15 except for 5HP 1Ph which shall be 1.00. The motor shall operate in a reservoir of Otterbine oil for continuous lubrication of bearings and for efficient transfer of heat through the motor housing wall. Top mounted motors and water-lubricated motors are not acceptable. The rotor shall be dynamically balanced. The winding (stator) wires shall be covered with class F rated insulation designed for complete immersion in oil. The motor shall be attached to a thermoplastic motor base plate. The motor shall be protected against oil and water leakage by a combination of rotary seals, stationary seals, and molded rubber “O” rings. Motor shall be serviceable. Motor HouSING: The external motor housing shall be a canister formed from deep drawn 316 stainless steel. The motor base plate shall be constructed of 420 Valox thermoplastic. A Valox boss will provide support and protection for the male electrical connector. FaStENErS: All fasteners are to be metric and type 304 or 316 stainless steel. ELEctrIcaL coNNEctorS: The electrical connectors shall consist of a receptacle and a plug constructed of non- conductive polymers. The system shall create a vacuum seal when connected and have a threaded nut system as a backup. The plug shall have a keyway and be threaded into the motor base plate. The connector system shall be ETL and UL approved. uNDErWatEr poWEr caBLE: The power cables shall be type SOOW specifically designed for underwater use. The conductors shall be flexible, stranded bare copper 12, 10 or 8 gauge, triple insulated to resist moisture, cracking, and softening. The outer jacket of the cable shall be a black CPE material. All underwater connections shall be vulcanized. Power cable shall be able to be furnished in unspliced lengths up to one thousand feet (305m) if necessary. poWEr coNtroL cENtEr: The electrical components shall be mounted in a NEMA 4X rated enclosure with an externally mounted disconnect switch, and a MANUAL - OFF - AUTO selector switch. The electrical system for all units (115, 208-230, 380-415 & 460V) shall include a non-reversing 600V rated Manual Motor Controller (MMC) with thermal overload and short circuit trip and 24hr timer. 115, 208-230 volt, single and three phase units shall include GFCI (Ground Fault Circuit Interrupter) protection. To operate the GFCI and control circuit on 208-230 volt systems a neutral must be present or an optional control transformer may be supplied. The electrical system Gemini Aerating Fountain Specifications | Page 1 of 2 www.otterbine.com/gemini 9 16 665 6,650 2 230 1 60 Gemini Aerating Fountain Specifications | Page 2 of 2 *Induced Circulation is 10X the Pumping Rate. ** Shipping weights are estimates and include unit, power control center and 50ft (15m) of cable. (50Hz units do not receive power control center.) Minimum operating depth is 30in (75cm). 415V and 575V units available upon request. Spray performance and pumping rates are approximate and may vary due to voltage, elevation and relative humidity. Specifications are subject to change. shall include a lightning arrester, rated for a maximum of 60,000 amperes discharge. TESTING: A. Safety - The aerator system shall be tested and approved as a unit. Separate component testing not allowed. Unit must be tested by ETL, ETL-C, CE, UL or other accredited testing facilities. B. Performance - Unit must have independent performance testing provided by the University of Minnesota. WARRANTY: The warranty shall be five years. ACCEPTABLE MANUFACTURER: This unit shall be an OTTERBINE Gemini Aerating Fountain manufactured by OTTERBINE BAREBO, INC., 3840 MAIN ROAD EAST, EMMAUS, PA 18049 U.S.A. PH: (610) 965-6018. WEB: www.otterbine.com CAD Detail: Gemini Installation Methods MODEL: GEMINI AERATING FOUNTAIN Mo t o r HP Spray Height ft (m) Spray Diameter ft (m) Pumping Rate* GPM (m3/hr) Electrical Rating Running Amps Maximum Cable Gauge/Length (†Additional cable options may be available)Shipping Weight** 12AWG/4mm2 10AWG/6mm2 8AWG/10mm2 34 5 0 R P M @ 60 H z 1 5ft 10ft 555 GPM 115V 1Ph 15 150ft 250ft 150lbs 208/230V 1Ph 8.3/7.5 300/375ft 500/600ft 800/975ft 2 9ft 16ft 665 GPM 208/230V 1Ph †13.7/12.4 175/225ft 300/375ft 475/575ft 150lbs 3 12ft 24ft 800 GPM 208/230V 1Ph†15.5/14 250/325ft 425/525ft 155lbs208/230V 3Ph 9.7/8.6 500/625ft 800/975ft 460V 3Ph†4.3 1000ft 5 15ft 34ft 1125 GPM 230V 1Ph 23 300ft 160lbs208/230V 3Ph 15.1/13.4 200/250ft 300/400ft 500/625ft 460V 3Ph†7.2 925ft 1000ft 28 7 5 R P M @ 50 H z 1 2m 4m 119.7 m 3/hr 220V 1Ph 8.3 99m 160m 259m 68kg 2 2.6m 4.7m 143.5 m 3/hr 220V 1Ph 12.6 61m 106m 168m 68kg 3 3.5m 6.9m 172.6 m 3/hr 220V 1Ph 13.5 99m 160m 70kg 380/415V 3Ph†4 305m 5 4.4m 9.5m 242.7 m 3/hr 380/415V 3Ph †7 236m 305m 73kg TAB 8 A931 MO N U M E N T A L SI G N SCALE: 05 MONUMENTAL SITE SIGN N.T.S. PR O J E C T DR A W I N G T I T L E SE A L SH E E T PR O J E C T I N F O RE V I S I O N S 22028 JANUARY 31, 2025 100% DD SET #DESCRIPTION DATE BU C K I N G H A M A T GR A M E R C Y ARCHITECT GC/CM CLIENT SCALE: 01 MONUMENTAL SIGN PLANS 1 1/2" = 1'-0"SCALE: 02 SECTION 1 1/2" = 1'-0" 8'-4" 112" 1'-0"7'-1" 112" 65 8"67 8" OUTLINE OF ALUM. COPING ABOVE 1' - 7 " 11 2" 3" 10 " 11 2" 3" 21 4" 51 2" 21 4" BRICK VENEER WEATHER BARRIER ON 7 16 SHEATHING ON 2x6 WOOD FRAMING @ 24" O.C. DIMS. TO FINISH FACE OF MATERIALS DIMS. FROM FOOTING TO FRAMING CONT. SEALANT OUTLINE OF BRICK BELOW OUTLINE OF ALUM. COPING ABOVE 'B' FLOOR PLAN AT UPPER PORTION OF LONG SIGN 8'-3" 1"8'-1"1" 618"7'-23 4"618" 1' - 6 " 1" 1' - 3 7 8" 1" 614" 512" 61 4 " WEATHER BARRIER ON 7 16 SHEATHING ON 2x6 WOOD FRAMING @ 24" O.C. DIMS. TO FINISH FACE OF MATERIALS DIMS. FROM FOOTING TO FRAMING OUTLINE OF CONCRETE FOOTING / BASE BELOW OUTLINE OF CONCRETE FOOTING / BASE BELOW 'A' FLOOR PLAN AT LOWER PORTION OF LONG SIGN 2 A931 3 A931 SCALE: 03 SECTION 1 1/2" = 1'-0" 1'-7" 1'-6" 3' - 7 1 2" 4" 3' - 2 " 11 2" 8" 2' - 6 " 112" 3"10"3" 112" 1'-7" 1'-6" 3' - 7 1 2" 4" 3' - 2 " 11 2" 112"514"512"514"112" ALUM. COPING SYSTEM AS DESCRIBED ON DETAIL 4 OF THIS SHEET. PROVIDED AND INSTALLED BY SIGN MFR. OUTLINE OF BRICK BEYOND WEATHER BARRIER ON 7 16" SHEATHING ON FLAT 1x4'S @ 24" O.C. 7 16" SHEATHING ON 2x6 WOOD FRAMING @ 24" O.C. MTL. FLASHING / DRIP EDGE. EXTEND ON TOP OF HRZ. SHEATHING MTL. FLASHING / DRIP EDGE. EXTEND UP FACE OF SHEATHING MIN. 6 INCHES. TAPE-FLASH AT END OF VERTICAL LEG BRICK VENEER MORTAR NET WEEPS @ 24" O.C. MAX. GRADE PER CIVIL DWGS. FOOTING PER STRUCTURAL DWGS. WEATHER BARRIER 7 16" SHEATHING ON 2x6 WOOD FRAMING @ 24" O.C. MTL. FLASHING / DRIP EDGE. EXTEND UP FACE OF SHEATHING MIN. 6 INCHES. TAPE-FLASH AT END OF VERTICAL LEG BRICK VENEER MORTAR NET WEEPS @ 24" O.C. MAX. GRADE PER CIVIL DWGS. FOOTING PER STRUCTURAL DWGS. 1-B A931 1-A A931 1-A A931 2 A931 1' - 6 " EQ . EQ . 51 4 " 31 2" 51 4 " 3'-2" EQ.2'-15 8"EQ. 1"1" 1' - 2 " 2" 10 " 2" 3'-2" 3'-0"1"1" OUTLINE OF ALUM. COPING ABOVE 4 A931 2 A931 'D' FLOOR PLAN AT UPPER PORTION OF SHORT SIGN 'C' FLOOR PLAN AT LOWER PORTION OF SHORT SIGN SCALE: 04 SECTION 1 1/2" = 1'-0" 1'-2" 3' - 7 1 2" 4" 3' - 2 " 11 2" 8" 2' - 6 " 2"10"2" 1'-6" 1'-2" 1-B A931 1-A A931 REF. DETAIL 3 ON THIS SHEET FOR NOTES SIGN CABINET AS DESCRIBED ON DETAIL 4 ON THIS SHEET. PROVIDED AND INSTALLED BY SIGN MANUFACTURER ALUM. COPING SYSTEM AS DESCRIBED ON DETAIL 4 OF THIS SHEET. PROVIDED AND INSTALLED BY SIGN MFR. SIGN CABINET AS DESCRIBED ON DETAIL 4 ON THIS SHEET. PROVIDED AND INSTALLED BY SIGN MANUFACTURER 2"2" 3'-0" WEATHER BARRIER ON 7 16 SHEATHING ON 2x4 WOOD FRAMING @ 24" O.C. BRICK VENEER SIGN CABINET AS DESCRIBED ON DETAIL 4 ON THIS SHEET. PROVIDED AND INSTALLED BY SIGN MANUFACTURER SCALE: 06 SECONDARY SITE SIGN N.T.S. SIGNAGE SIGNAGE SIGNAGESIGNAGESIGNAGE 85.37" City Review Comments 02/05/2025 R Existing Street Trees to Remain ORDINANCE COMPLIANCE CHART Perimeter Landscaping: Requirement: The western, northern, and southern property lines shall provide street trees where it abuts public right-of-way, or 3 shade trees, 3 ornamental trees, and 15 shrubs per 100 l.f. Provided: 22 Street Trees Parking Lot Interiors: Requirement: 1 Shade Tree per 10 parking spots Required: 407 spots = 41 Shade Trees Provided: 41 Shade Trees, 126 Shrubs Building Base Requirement: 1 Shade Tree, 1 Ornamental Tree, and 9 Shrubs per 100 LF Buildings 1, 2, and 3 Required: 668.5 L.F. = 7 Shade Trees, 7 Ornamental Trees, 61 Shrubs Provided: 7 Shade Trees, 7 Ornamental Trees, 62 Shrubs Building 4 Required: 566.3 L.F. = 6 Shade Trees, 6 Ornamental Trees, 51 Shrubs Provided: 6 Shade Trees, 6 Ornamental Trees, 51 Shrubs Buildings 6, 7, 9, 10, and 13 Required: 613.3 L.F. = 7 Shade Trees, 7 Ornamental Trees, 56 Shrubs Provided: 7 Shade Trees, 7 Ornamental Trees, 56 Shrubs Club House Required: 427.2 L.F. = 5 Shade Trees, 5 Ornamental Trees, 39 Shrubs Provided: 5 Shade Trees, 5 Ornamental Trees, 40 Shrubs Maintenance Building Required: 188.2 L.F. = 2 Shade Trees, 2 Ornamental Trees, 17 Shrubs Provided: 2 Shade Trees, 2 Ornamental Trees, 17 Shrubs Ov e r a l l P l a n t i n g a n d I r r i g a t i o n R e f e r e n c e P l a n L300 L301 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Refer to: L301 L401 Refer to: L303 L403 Refer to: L302 L402 Refer to: L304 L404 Refer to: L305 L405 Refer to: L306 L406 1. Refer to Project Manual for Planting Specifications and Topsoil requirements. Refer to Plant Schedule and Planting Details for additional information. 2. All materials are subject to the approval of the Landscape Architect and Owner at any time. Landscape Architect to inspect all plant locations and plant bed conditions prior to installation. On-site adjustments may be required. 3. Rootballs shall meet or exceed size standards as set forth in 'American Standards for Nursery Stock'. MAIN LEADERS OF ALL TREES SHALL REMAIN INTACT. 4. Remove from the site any plant material that turns brown or defoliates within five (5) days after planting. Replace immediately with approved, specified material. 5. Plant counts indicated on drawings are for Landscape Architect's use only. Contractor shall make own plant quantity takeoffs using drawings, specifications, and plant schedule requirements (i.e., spacing), unless otherwise directed by Landscape Architect. Contractor to verify bed measurements and install appropriate quantities as governed by plant spacing per schedule. Plant material quantities shown on plan are minimum quantities. Additional material may be needed to meet spacing requirements and field conditions. 6. Seed all areas disturbed by construction activities that are not otherwise noted to receive pavement, planting bed, or sod treatment. 7. The Contractor shall install and/or amend topsoil in all proposed bed areas to meet Specifications. Contractor shall coordinate quantity and placement of topsoil. Landscaper shall verify depth of topsoil prior to plant installation. (Refer to specifications for topsoil source and placement requirements) 8. All tree locations shall be marked with 2x2" stakes prior to planting for review and approval by the Landscape Architect. Any plant material installed in an incorrect location, by the judgment of the Landscape Architect, shall be reinstalled at the Contractor's expense. 9. All plant beds shall receive 3" minimum of shredded hardwood bark mulch (unless otherwise noted). 10. Verify all utility locations in the field prior to beginning work. Repair all damaged utilities to Owner's satisfaction at no additional cost. 11. The Contractor shall maintain all plant material and lawns until the project is fully accepted by the Landscape Architect, unless otherwise noted. 12. All workmanship and materials shall be guaranteed by the Contractor for a period of one calendar year after Final Acceptance. 13. Install all plant material in accordance with all local codes and ordinances. Coordinate with the Owner to obtain any required permits necessary to complete work. 14. Contractor shall test all tree pits for drainage. Any tree pit that holds water for more than 24 hours shall be installed using tree pit drainage. 15. Tree Protection Fencing is the responsibility of the Contractor. Minimum protected area shall include the full drip line of the canopy. NO construction activities, material storage, etc. may occur within that area. The Contractor shall ensure that no soil compaction or tree damage occurs in any Protected areas, at any time during the construction process. 16. Trees shall be matched in groups unless otherwise noted. GENERAL LANDSCAPE AND PLANTING NOTES 0 Scale 1" = 100'-0" 200 '100'50 ' North Refer to: L305 (4) Thu-o (2) Ame-x (4) Thu-o (2) Ame-x (4) Zel-s (3) Pla-a (3) Ite-p(3) Ite-p (1) Mag-s (4) Thu-o (1) Vib-m (4) Ite-p (1) Mag-v (5) Ite-p(1) Mag-v (3) Thu-o (1) Vib-m (1) Mag-s (3) Pla-a (1) Mag-v (3) Bux-g (2) Liq-r (3) Bux-g (1) Ame-x (1) Ame-x (3) Ite-p (2) Hyd-l (1) Gle-s (1) Zel-s (3) Thu-o (3) Aro-m (1) Mag-v (2) Hyd-l (1) Vib-m (1) Cer-e (1) Pla-a (1) Pla-a (1) Cel-p (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Bux-m (4) Hyd-l (2) Zel-s (4) Rhu-g (4) Rhu-g (4) Rhu-g (1) Zel-s (1) Zel-s (6) Jun-v (1) Gle-s (1) Gle-s (4) Hyd-l (2) Thu-o (2) Vib-m (3) Vib-m (6) Cle-a (2) Nys-s (4) Thu-o (2) Hyd-l (3) Hyd-l (3) Hyd-l (4) Thu-o (1) Bux-m (5) Pan-s (1) Ame-x (1) Bux-m (2) Hyd-l (2) Hyd-l (1) Ulm-p (3) Aro-m (6) Cle-a (4) Cle-a(2) Rhu-g (5) Aro-m (4) Ite-p (6) Cle-a (1) Ost-v (8) Aro-g (38) All-x The following quantity of Ordinance Required Plantings around Building 11 will be provided via existing and new plants following assessment of existing plantings. ·5 Shade Trees (2.5" cal.) ·5 Ornamental Trees (1.5" cal./ 6' ht.) ·39 Shrubs (18" min. ht.) (1) Cer-e (1) Cer-e Pl a n t i n g P l a n L301 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Ma t c h l i n e - S h e e t L 3 0 2 Ma t c h l i n e - S h e e t L 3 0 2 Matchline - Sheet L303Matchline - Sheet L303 PR O P E R T Y L I N E PROPERTY LINE FUTURE TOWNHOMES 0 Scale 1" = 20'-0" 40'20'10 ' North R (1) Mag-v (1) Que-u (17) Bux-x (1) Cor-k (1) Cer-e (1) Lir-t (2) Hyd-l (2) Lir-t (1) Ame-x (1) Ame-x (1) Mag-v (1) Ame-x (2) Thu-o (1) Ame-x (2) Vib-m (4) Hyd-l (1) Ame-x (6) Thu-o (1) Mag-v (3) Thu-o (2) Aro-m (5) Hyd-l (2) Hyd-l (1) Ulm-j (3) Phy-t (1) Zel-s (7) Bux-g (1) Ulm-j (1) Ulm-j(4) Phy-t (5) Cle-a (6) Thu-o (2) Ulm-j (1) Que-u (2) Aro-m (2) Ulm-j (6) Thu-o (6) Thu-o (7) Spo-t (3) Cer-e (3) Aro-m (5) Thu-o (4) Vib-m (3) Aro-m (2) Vib-m (2) Aro-m (53) All-x (8) Aro-g (3) Gle-s (4) Gle-s (12) Aro-g (3) Hyd-l (61) All-x Pl a n t i n g P l a n L305 These Drawings and Specifications, and all copies thereof are and shall remain the property and copyright of the Landscape Architect. They shall be used only with respect to this Project and are not to be used on any other Project or Work without prior written permission from the Landscape Architect. Sheet No: R e v i s i o n D a t e D e s c r i p t i o n 02 - 0 5 - 2 0 2 5 Ci t y C o m m e n t R e s p o n s e Certified by: Sh e e t T i t l e : Date: Project No: Drawn by: Checked by: 18-1182 BH/KK/JS JS 01.31.2025 58 2 5 L a w t o n L o o p E . D r . | I n d i a n a p o l i s , I N 4 6 2 1 6 31 7 - 4 8 5 - 6 9 0 0 | w w w . c o n t e x t - d e s i g n . c o m NOT F O R CON S T R U C T I O N 10 0 % D E S I G N D E V E L O P M E N T PA T T E R N A T G R A M E R C Y 12 6 T H S T & K E Y S T O N E A V E , C A R M E L , I N D I A N A Matchline - Sheet L304Matchline - Sheet L303 PROPERT Y L I N E 0 Scale 1" = 20'-0" 40'20'10 ' North TAB 9 Calculation Summary Label CalcType Units Avg CH MURAL_Side_3 Illuminance Fc 17.19 DOG PARK Illuminance Fc 0.39 POOL DECK Illuminance Fc PROPERTY LINE Illuminance Fc 0.31 SITE_Planar Illuminance Fc 0.44 NNNNNNNNNNNNNNNNNNNNNN NNNNNNNNNNNNNNNNNN N NN NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N NE COR., NW 1/4 SEC. 31, T18N, R4E HARRISON MONUMENT FOUND 1.1 0.5 0.2 0.1 1.4 1.1 0.6 0.2 0.1 1.5 1.1 0.6 0.2 0.1 1.0 0.5 0.2 0.1 0.9 0.4 0.1 0.1 0.6 0.3 0.1 0.1 0.3 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.1 0.0 0.0 11.1 18.3 25.4 11.1 9.1 14.9 24.9 8.9 20.2 9.3 8.9 16.2 9.8 8.5 16.5 9.1 9.1 16.9 9.0 10.1 19.1 6.8 10.7 16.0 19.9 0.1 0.1 0.3 0.6 1.0 1.1 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 0.8 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.1 0.1 0.1 0.20.20.30.4 0.4 0.3 0.6 1.0 1.8 5.7 7.0 6.5 4.4 2.5 1.3 0.7 0.3 1.2 4.1 7.8 7.7 5.5 2.1 0.9 0.9 1.1 1.8 3.1 1.9 0.9 0.4 0.3 0.2 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 0.6 0.5 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.3 1.1 0.9 1.0 1.1 0.7 0.9 1.0 0.9 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.8 1.1 1.0 1.3 2.9 2.2 1.6 1.5 2.0 3.0 3.1 2.3 2.4 2.0 1.3 0.8 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 1.1 1.1 0.9 2.7 2.9 2.1 1.6 1.9 3.0 4.9 7.4 9.3 5.5 2.5 1.4 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 2.0 4.1 2.9 2.9 1.9 1.3 1.1 2.0 4.1 7.0 5.0 2.6 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2 2.1 2.3 1.9 1.6 1.2 0.9 1.0 2.0 4.0 1.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 1.4 1.3 1.3 1.1 0.8 0.7 0.8 5.3 2.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 1.0 1.3 1.7 1.8 1.0 2.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.9 1.6 3.8 7.9 8.3 2.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.6 0.7 1.4 2.3 2.6 0.7 1.4 1.0 0.8 1.2 4.6 13.1 2.8 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.7 0.7 1.2 2.1 2.9 1.1 1.1 1.1 0.8 3.0 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.5 0.8 1.0 0.7 1.4 3.1 2.1 1.3 0.8 0.7 1.0 1.6 2.6 3.5 1.5 6.5 3.9 4.0 4.9 3.5 0.4 0.2 0.1 0.1 0.3 0.6 1.1 2.0 2.9 4.5 0.8 0.4 0.2 0.1 0.2 0.4 0.5 0.5 0.3 0.2 0.1 0.1 0.1 0.6 1.1 1.4 1.2 2.4 2.6 1.8 1.0 0.7 0.5 0.6 1.1 1.9 2.6 1.6 10.5 8.0 4.4 4.6 4.6 4.7 4.1 3.6 2.4 1.4 0.7 0.3 0.2 0.2 0.5 1.1 2.1 3.4 3.9 4.3 3.9 3.3 2.2 1.2 0.6 0.3 0.2 0.3 0.6 0.9 0.8 0.5 0.3 0.2 0.1 0.1 1.1 2.2 3.8 2.9 2.3 1.6 1.0 0.5 0.4 0.3 0.4 0.6 1.1 1.6 1.2 0.7 3.0 4.9 6.1 5.3 4.4 2.8 3.1 3.3 3.4 3.1 2.8 2.2 1.4 0.8 0.4 0.2 0.3 0.6 1.1 1.8 2.4 2.8 3.0 2.8 2.4 1.8 1.1 0.7 0.4 0.2 0.3 0.8 1.4 1.4 0.8 0.4 0.3 0.2 0.1 1.1 1.9 1.9 1.6 1.3 0.9 0.5 0.3 0.2 0.2 0.2 0.4 0.7 0.9 0.8 0.5 0.9 1.4 2.2 2.6 2.8 2.5 1.8 2.1 2.1 2.1 2.2 2.3 2.1 1.4 0.8 0.4 0.3 0.3 0.6 0.9 1.3 1.7 1.7 1.8 1.7 1.6 1.3 0.9 0.6 0.4 0.3 0.4 1.0 2.2 2.4 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.0 0.8 0.7 0.6 0.4 0.3 0.2 0.2 0.3 0.4 0.5 0.5 0.4 0.5 0.6 0.9 1.2 1.4 1.5 1.4 1.4 1.4 1.4 1.5 1.7 2.2 2.3 1.6 0.8 0.5 0.3 0.4 0.5 0.8 1.0 1.2 1.1 1.1 1.1 1.1 1.0 0.8 0.6 0.4 0.3 0.6 1.3 2.3 3.1 1.0 0.8 0.5 0.3 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.3 0.5 0.7 0.9 1.0 0.9 1.0 1.0 1.0 1.0 1.1 1.2 1.4 2.4 3.1 2.0 1.1 0.6 0.4 0.4 0.5 0.7 0.9 1.0 0.9 0.9 0.9 0.9 0.9 0.7 0.5 0.4 0.4 0.7 1.5 3.3 1.4 0.8 1.1 0.5 0.3 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.2 1.3 1.0 0.9 0.9 0.9 0.9 0.9 1.0 1.3 2.2 4.4 2.4 1.5 0.8 0.4 0.4 0.3 0.4 0.7 1.4 2.7 2.6 0.9 1.0 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.9 1.6 2.2 1.5 1.1 1.0 0.8 0.8 0.8 0.9 1.2 1.2 2.2 3.7 1.8 0.9 0.5 0.2 0.2 0.3 0.6 1.2 2.3 3.7 1.1 0.8 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.3 0.3 0.3 1.0 0.9 0.6 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.7 3.0 2.4 1.3 1.2 0.9 0.5 0.6 0.8 1.2 1.5 0.9 2.9 1.9 1.0 0.4 0.2 0.2 0.2 0.4 1.0 2.0 2.1 0.9 0.6 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 2.3 3.3 2.6 1.5 0.9 0.5 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.5 2.7 2.9 0.9 1.7 1.1 1.2 1.4 4.0 2.1 1.0 0.4 0.2 0.2 0.2 0.4 0.8 1.3 1.2 0.7 0.4 0.3 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0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 1.0 0.8 0.1 0.4 0.6 0.5 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.5 0.6 0.5 0.1 0.3 0.4 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.0 0.0 0.0 0.1 0.3 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.5 0.4 0.3 0.2 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.6 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.5 0.5 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.6 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.5 0.4 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.4 1.1 0.4 1.1 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.4 0.7 1.1 1.5 0.6 0.7 1.5 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 1.0 1.7 1.2 0.5 1.4 1.3 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.4 0.6 1.1 1.3 0.5 0.5 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.3 1.5 1.6 1.5 1.3 1.0 0.6 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.2 1.3 1.7 1.5 1.3 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.3 1.5 1.7 1.3 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.5 1.0 1.7 1.1 0.2 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.8 0.8 0.7 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.0 1.5 1.3 0.9 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.7 0.9 1.3 1.3 0.7 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.9 0.7 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 J J 126th Street Ki n z e r A v e n u e BUILDING 4 (PROPOSED) BUILDING 5 (EXISTING) BUILDING 11 (EXISTING) BUILDING 6 (PROPOSED) BUILDING 7 (PROPOSED)BUILDING 12 (EXISTING) BUILDING 10 (PROPOSED) BUILDING 9 (PROPOSED) BUILDING 3 (PROPOSED) BUILDING 2 (PROPOSED) BUILDING 1 (PROPOSED) CLUBHOUSE (PROPOSED) BUILDING 13 (PROPOSED) PARKING GARAGE (PROPOSED) BUILDING 8 (EXISTING) DOG PARK (PROPOSED) PICKLEBALL COURT (PROPOSED) WET POND (PROPOSED) MAINTENANCE BLDG (PROPOSED) TEX S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1S1S1 S1 S1 S1 SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1 SW1 SW1E SW1E SW1E SW3 SW1E SW1E SW1E SW2ESW2 SW2 SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E S2 S2 SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E SW1E TAB 10 GR A M E R C Y AR E A S A , B , & C E 1 2 6 T H S T & KE Y S T O N E P K W Y © NOT A P P R O V E D F O R CON S T R U C T I O N C3.8 AC C E S S I B L E RO U T E P L A N NORTH SITE SUMMARY LEGEND