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HomeMy WebLinkAboutDon Rigos Mexican Cuisine Full SetINDEX TO DRAWINGS SHEET NO. DESCRIPTION DEVELOPERS ADDRESS: C400 Carmel, Indiana 46033 7299 East 146th Street T100 C500 C510 Don Rigo Mexican Cui CIVIL SITE PLANS C100 C200 C300 C310 OPERATING AUTHORITY/ VERSATILE CONSTRUCTION GROUP, LLC. C410 C520 C530 C540 C210 C600 C610 C620 C630 C700 UTILITY COMPANIES: PROJECT ADDRESS: DESIGN AND ENGINEER: C420 11/16/21 S 00°00'00" E 260.05'N 00°00'00" E 276.78'N 90°00'00" W 202.85' S 85°17'07" E 203.54' EAST 146th STREE T HOPEWELL PARKWAY C100REVISIONVERSATILE CONSTRUCTION GROUP, LLC. N Site Demolition PlanDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 4603311/16/21 S 00°00'00" E 260.05'N 00°00'00" E 276.78'N 90°00'00" W 202.85' S 85°17'07" E 203.54' EAST 146th STREET HOPEWELL PARKWAY C200REVISIONVERSATILE CONSTRUCTION GROUP, LLC. N Site Layout PlanDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 4603311/16/21 S 00°00'00" E 260.05'N 00°00'00" E 276.78'N 90°00'00" W 202.85' S 85°17'07" E 203.54' EAST 146th STREE T HOPEWELL PARKWAY C300REVISIONVERSATILE CONSTRUCTION GROUP, LLC. N Site Utility PlanDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 4603311/16/21 S 00°00'00" E 260.05'N 00°00'00" E 276.78'N 90°00'00" W 202.85' S 85°17'07" E 203.54' EAST 146th STREET HOPEWELL PARKWAY C310REVISIONVERSATILE CONSTRUCTION GROUP, LLC. N Site Photometric PlanDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033B MH: 14 B MH: 14 S21 MH: 20 S1 MH: 20 W2 MH: 9 W2 MH: 9 W2 MH: 9 W2 MH: 9 W2MH: 9 W2MH: 9 W2 MH: 9 W2MH: 9 W2 MH: 9 W2MH: 9 W2MH: 9 W2MH: 9 W2MH: 9 W2MH: 9 W2 MH: 9 S MH: 12 S MH: 12 S MH: 12 W2 MH: 9 W2 MH: 9 W2 MH: 9 S MH: 12 S MH: 12 S MH: 12 1.7 3.1 5.3 10.1 12.6 9.5 13.4 15.2 12.6 13.9 15.5 9.1 3.5 1.9 1.6 1.0 0.7 0.9 2.1 1.5 2.7 5.0 12.6 18.5 10.3 0.9 0.7 0.6 0.9 2.0 1.4 2.3 3.9 11.8 19.1 0.5 0.5 0.5 0.9 2.1 1.3 2.0 3.1 11.2 17.3 0.4 0.4 0.4 0.8 2.0 1.2 1.7 2.6 11.9 14.9 0.7 0.3 0.4 0.8 2.1 1.1 1.6 2.3 11.5 14.4 4.5 0.5 0.3 0.7 1.9 1.1 1.6 2.3 9.8 15.7 3.5 0.8 0.3 0.6 1.7 1.1 1.6 2.4 8.6 15.7 0.5 0.4 0.9 1.1 1.8 2.8 8.0 13.8 12.7 1.1 0.5 1.5 1.0 1.9 3.4 7.6 12.1 11.3 3.7 0.5 1.6 1.0 1.9 3.6 6.8 10.3 9.3 5.7 3.9 7.3 1.9 4.8 4.1 5.2 10.8 8.1 3.3 0.3 0.4 1.0 1.0 1.6 2.9 4.8 6.6 6.3 5.9 7.3 9.0 7.9 5.3 4.4 5.8 5.9 2.3 0.6 0.3 0.6 1.8 0.9 1.4 2.1 3.1 3.9 3.5 2.3 2.0 1.5 1.5 0.9 0.5 0.8 0.4 0.4 0.4 0.4 0.6 1.5 0.8 1.3 1.8 2.4 2.7 2.4 1.9 1.5 1.0 0.9 0.8 1.2 1.1 0.9 0.9 0.8 0.6 0.5 0.5 0.8 1.2 1.7 2.3 2.7 2.9 3.1 3.5 3.3 3.5 3.7 3.6 2.8 2.1 1.7 1.2 0.8 0.5 0.3 0.8 1.1 1.7 2.2 2.9 3.8 4.9 6.8 10.0 12.1 10.5 7.1 4.9 3.1 2.1 1.4 0.9 0.6 0.3 0.7 1.1 1.6 2.1 2.8 3.9 5.8 9.5 15.4 19.9 16.5 10.2 5.9 3.6 2.3 1.5 1.0 0.6 0.4 0.7 1.0 1.4 1.9 2.6 3.8 5.9 9.8 16.3 22.0 17.9 11.0 6.2 3.8 2.4 1.6 1.0 0.6 0.4 0.6 0.9 1.2 1.6 2.3 3.3 5.0 7.8 12.0 15.0 12.9 8.4 5.5 3.5 2.4 1.6 1.0 0.7 0.4 0.6 0.8 1.1 1.5 2.0 2.7 3.5 4.8 5.9 6.6 6.0 4.8 3.6 2.8 2.2 1.7 1.1 0.6 0.4 0.6 0.9 1.2 1.6 1.8 1.9 2.4 2.4 1.8 2.0 2.7 2.9 2.6 2.1 1.9 1.3 0.8 0.5 0.8 1.3 1.8 2.2 2.8 4.2 5.0 6.2 6.4 5.7 4.0 3.2 1.9 1.2 0.8 0.5 0.4 0.6 0.9 1.5 2.4 4.1 6.1 9.7 13.1 11.9 7.8 4.0 2.0 1.1 0.6 0.4 0.3 0.3 0.4 0.6 0.8 1.3 2.0 3.0 4.6 0.00.0 0.1 0.1 0.1 0.10.1 0.1 0.1 0.10.2 0.2 0.2 0.1 0.10.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 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 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 13.6 12.7 11.2 10.7 1.4 2.2 3.1 3.4 2.5 1.3 0.7 0.4 0.4 0.5 0.8 1.4 1.9 2.1 1.7 1.0 0.6 0.3 0.1 1.7 3.0 3.8 3.0 3.7 1.8 0.9 0.6 0.6 0.7 1.1 1.9 2.2 0.9 2.2 1.3 0.7 0.5 0.5 1.8 3.2 4.6 5.3 5.6 2.6 3.8 5.1 4.1 4.3 5.5 3.6 2.3 1.7 2.2 1.4 0.8 0.8 1.4 0.9 1.7 1.1 0.6 0.6 0.6 1.2 1.5 0.5 4.2 6.4 2.2 5.7 14.9 7.4 12.8 23.5 13.9 8.0 20.7 5.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.3 1.6 0.8 0.8 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 S2 MH: 20 S2H MH: 20 Luminaire Schedule Symbol Qty Label Arrangement Lum. Lumens LLF Description Lum. Watts Arr. Watts Total Watts 2 B SINGLE 10019 0.950 SUN VALLEY LCN1-CPP-LED-APA-V-80LED-350mA-NW / ON 14FT POLE 88 88 176 6 S SINGLE 729 1.000 LMW-12LED-50K-T2-UNV / ON 10' POLE ON 2' CONCRETE BASE 11 11 66 1 S1 SINGLE 16847 0.950 UTOPIA HAP-240LED-T3(M)-UNV-BZ-HS / ON 18' POLE / ON 2' CONCRETE BASE 229 229 229 1 S2 SINGLE 25591 0.950 UTOPIA HAP-240LED-T4(M)-UNV / ON 18' POLE / ON 2' CONCRETE BASE 233 233 233 1 S21 D180 26387 0.950 UTOPIA HAP-240LED-T3(M)-UNV-BZ / ON 18' POLE / ON 2' CONCRETE BASE 234 468 468 18 W2 SINGLE 5170 0.950 UTOPIA LPT-2-60LED-40K-UNV-BZ-P2 / ON WALL BRACKET 9'6IN AFG TO BOF 60 60 1080 1 S2H SINGLE 16210 0.950 UTOPIA HAP-240LED-T4(M)-UNV-BZ-HS / ON 18' POLE / ON 2' CONCRETE BASE 234 234 234 Calculation Summary Description Avg Max Min Avg/Min Max/Min PARKING AND DRIVE 3.8 22.0 0.3 12.7 73.3 PROPERTY LINE 0.3 0.9 0.0 N.A. N.A. UNDER CANOPIES 12.1 13.6 10.7 1.1 1.3 SOUTH SIDE CALCS 2.1 5.6 0.1 20.5 56.0 PATIO 6.4 23.5 0.5 12.8 47.0 BETWEEN PARKING LOT AND NORTH PROPERTY LINE 0.4 1.6 0.1 3.7 16.0 * * TYPE 'B' IS FOR LOCATION ONLY AND NOT INCLUDED IN CALCS. 11/16/21 S 00°00'00" E 260.05'N 00°00'00" E 276.78'N 90°00'00" W 202.85' S 85°17'07" E 203.54' EAST 146th STREE T HOPEWELL PARKWAY C400REVISIONVERSATILE CONSTRUCTION GROUP, LLC. N Site Grading PlanDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033Z400S "TYPE S" SQUARE STRAINER SPECIFICATION SHEET TAG _______ Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice Strainer Designation -5S -6S -7S -8S -10S Dimension in Inches [mm] Size 5 X 5 [127 X 127] Height BF Approx. Wt. Lbs. [kg] Open Area Sq. In. [cm2] 2-1/8 [55] 3 [1] 9 [58] 6 X 6 [152 X 152] 2-11/32 [60] 4 [2] 13 [84] 7 X 7 [178 X 178] 8 X 8 [203 X 203] 10 X 10 [254 X 254] 2-3/8 [55] OPTIONS (Check/specify appropriate options) PREFIXES ____ ZB Polished Bronze Top ____ ZN Polished Nickel Bronze Top* SUFFIXES ____ -CP Chrome-Plated Bronze Top ____ -HD Heavy Duty Slotted Grate (ZN 6 x 6 [152 x 152] Only with 4 [100] Shank ) ____ -OF Oval Funnel (Z329-7) ( 6,7,8,10 [152, 178, 203, 254] Strainers Only) ____ -PC Protective Cover ____ -V Backwater Valve ____ -VP Vandal-Proof Secured Top ____ -Y Sediment Bucket ____ -4 4 [102] Diameter Funnel (Z328) 12 [5] 5 [2] 21 [135] 6 [3]28 [181] ENGINEERING SPECIFICATION: ZURN ZN400S "TYPE S" square adjustable, light-duty strainer top with secured heel-proof grate. (Specify ZB or ZN finish) * Regularly furnished unless otherwise specified. Zurn Industries, LLC | Specification Drainage Operation 1801 Pittsburgh Avenue, Erie, PA U.S.A. 16502 · Ph. 855-663-9876, Fax 814-454-7929 In Canada | Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 · Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. L Date: 09/26/2017 C.N. No. 137853 Prod. | Dwg. No. Z400S Z415S BODY ASSEMBLY W/ "TYPE S" STRAINER SPECIFICATION SHEET TAG _______ Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice Dimensions In Inches [mm] A Pipe Size Strainer Top Size B x B' KK' Min. Min. Max. Max. Approx. Wt. Lbs. [kg] Strainer Open AreaSq. In. [cm2] 2, 3, [51, 76] 5 x 5 [127 x 127] 1 [25] 1-19/32 [40] 1-1/4 [32] 2-3/8 [60] 12 [5] 9 [58] 2, 3, 4 [51, 76, 102] 6 x 6 [152 x 152] 1 [25] 1-27/32 [47] 1-13/32 [36] 2-19/32 [66] 13 [6] 13 [84] 2, 3, 4 [51, 76, 102] 7 x 7 [178 x 178] 1 [25] 1-7/8 [48] 1-3/8 [35] 2-5/8 [67] 14 [6] 21 [135] 3, 4 [76, 102] 8 x 8 [203 x 203] 1-3/32 [28] 1-7/8 [48] 1-3/4 [44] 2-5/8 [67] 15 [7] 28 [181] 6 [152] 10 x 10 [254 x 254] 1-3/32 [28] 1-7/8 [48] 1-3/4 [44] 2-5/8 [67] 21 [10] 28 [181] ENGINEERING SPECIFICATION: ZURN ZN415S Floor and shower drain, Dura-Coated cast iron body with bottom outlet, combination invertible membrane clamp and adjustable collar with seepage slots and "TYPE S" polished nickel bronze, square heel-proof, light-duty strainer. OPTIONS (Check/specify appropriate options) PIPE SIZE 2, 3, 4 [51, 76, 102] 2, 3, 4 [51, 76, 102] 2 [51] 3 [76] 4 [102] 6 [152] 2, 3, 4 [51, 76, 102] 2, 3, 4 [51, 76, 102] (Specify size/type) OUTLET _____ IC Inside Caulk _____ IG Inside Gasket _____ IP _____ IP _____ IP _____ IP Threaded Threaded Threaded Threaded _____ NH No-Hub _____ NL PREFIXES _____ZB D.C.C.I. Body Assembly w/ Polished Bronze Top _____ZN D.C.C.I. Body Assembly w/ Polished Nickel Bronze Top* SUFFIXES _____ -AR Acid Resisting Epoxy Coated Cast Iron _____ -CP Chrome-Plated Top _____ -G Galvanized Cast Iron _____ -HD Heavy-Duty Grate (ZN 6 x 6 [152 x 152] Only) _____ -OF Oval Funnel (See Z329-7) (6,7,8,10 [152,178,203,254]) Strainers only) _____ -P Trap Primer Connection (Specify 1/2 [13] or 3/4 [19]) _____ -PC Protective Cover _____ -SA Stabilizer Assembly (See Z1035) _____ -SQ Stabilizer Q-Deck (See Z1035-Q) * Regularly furnished unless otherwise specified. Zurn Industries, LLC | Specification Drainage Operation 1801 Pittsburgh Avenue, Erie, PA U.S.A. 16502 · Ph. 855-663-9876, Fax 814-454-7929 In Canada | Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 · Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. T Date: 09/26/2017 C.N. No. 137871 Prod. | Dwg. No. Z415S Neo-Loc 'E' BODY HT. DIM. 4-3/16 [106] 4-3/16 [106] 2-7/16 [62] [70]2-3/4 2-13/16 [71] 2-7/8 [73] [98] 3-13/16 [97] 3-7/8 _____ -TC Neo-Loc Test Cap Gasket (2,3,4 [51,76,102] NL Outlet Only) _____ -U 1-3 [25-76] High Extension Adapter _____ -V Backwater Valve _____ -VP Vandal-Proof Secured Top _____ -Y Sediment Bucket _____ -4 4 [102] Diameter Funnel (Z328) _____ -90 90° Threaded Side Outlet Body Assembly (2,3 [51,76] Only) 11/16/21 EAST 146th STREET HOPEWELL PARKWAY C410REVISIONVERSATILE CONSTRUCTION GROUP, LLC.Storm Sewer Profiles PlanDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 4603311/16/21 S 00°00'00" E 260.05'N 00°00'00" E 276.78'N 90°00'00" W 202.85' S 85°17'07" E 203.54' EAST 146th STREET HOPEWELL PARKWAY C420REVISIONVERSATILE CONSTRUCTION GROUP, LLC. N 100 year Overflow Path PlanDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033, , , 11/16/21 C510REVISIONVERSATILE CONSTRUCTION GROUP, LLC.Don Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033Stormwater PollutionPrevention Details11/16/21 C520REVISIONVERSATILE CONSTRUCTION GROUP, LLC.Don Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033Stormwater PollutionPrevention Details11/16/21 C530REVISIONVERSATILE CONSTRUCTION GROUP, LLC. Ô Ô Ô Don Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033 Stormwater Pollution Prevention Details,and Maintenance GuidelinesImplementation11/16/21 C540REVISIONVERSATILE CONSTRUCTION GROUP, LLC.Stormwater Pollution PreventionAssessment SheetDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 460332" X 2" X 36" WOODEN STAKES PLACED 10' O.C. SECTION NTS PLAN NTS NOTES: 1. ALL MATERIAL TO MEET FILTREXX® SPECIFICATIONS. 2. FILTER MEDIA™ FILL TO MEET APPLICATION REQUIREMENTS. 3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 12" MIN SEDIMENT CONTROL FILTER SOCK NTS FILTREXX® SOXX™ (12" TYPICAL) BLOWN/PLACED FILTER MEDIA™ AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BE PROTECTED 2" X 2" X 36" WOODEN STAKES PLACED 10' O.C. FILTREXX® SOXX™ (12" TYPICAL) WATER FLOW 11/16/21 C600REVISIONVERSATILE CONSTRUCTION GROUP, LLC.General Sitework DetailsDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 4603311/16/21 C610REVISIONVERSATILE CONSTRUCTION GROUP, LLC.General Sitework DetailsDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033Pavement material and thickness as directed by Engineering Existing pavement saw cut straight edge Approved excavated material in unpaved areas unless otherwise directed Backfill with #8 granular fill to a minimum of 1'-0" above top of pipe Special backfill under paved surfaces as directed by Engineering Department Note: Under existing utilities, backfill with #8 granular fill to centerline of existing utility TRENCH SCHEDULE Undisturbed Earth TRENCH DETAIL FOR SEWER MAINS Bed pipe using #8 granular fill compacted in 6" layers to pipe centerline Note: "W" is the maximum width for rigid pipes "U" is the minimum width for flexible pipes "T" is the minimum granular bedding required below pipe City of Carmel Utilities Standard Details Date: January 2016 Scale: Not To Scale Title: Drawing: Trench Detail & Trench Schedule CW 3 Page 31 11/16/21 C620REVISIONVERSATILE CONSTRUCTION GROUP, LLC.General Sitework DetailsDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 46033NOTES: 1. FOR USE ONLY IN LANDSCAPED SURFACES WITHIN THREE FEET OF BUILDING. 2. ALL SLAB AND CRAWL SPACE CONNECTIONS MUST BE A MINIMUM OF 3" BELOW THE FOOTER AND EXIT THE BUILDING AT THE FRONT OF THE STRUCTURE TO PROVIDE THE SHORTEST, MOST DIRECT ROUTE FROM THE BUILDING TO THE EXISTING LATERAL STUB. FOUNDATION TEMPORARY GLUED CAP 3'-0" TYPICAL FOOTER (6"X6"X6") TEE-WYE 3'-0" MAX. 6" PVC CAP FINAL GRADE 6" PVC PIPE TRACER WIRE MINIMUM SDR 35 3" MIN. FLOW 4" SEWER 6" MINIMUM SEE SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL City of Carmel Utilities Standard Details Date: January 2016 Scale: Not To Scale Title:TYPE I CLEANOUT DETAIL Drawing: CS 18 Page 27 4"X6" RIGID REDUCER 6" SEWER LATERAL 11/16/21 C630REVISIONVERSATILE CONSTRUCTION GROUP, LLC.General Sitework DetailsDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 4603311/16/21 C700General NotesREVISIONVERSATILE CONSTRUCTION GROUP, LLC.Don Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 4603311/16/21 S 00°00'00" E 260.05'N 00°00'00" E 276.78'N 90°00'00" W 202.85' S 85°17'07" E 203.54' EAST 146th STREE T HOPEWELL PARKWAY C500REVISIONVERSATILE CONSTRUCTION GROUP, LLC. N Stormwater Pollution Prevention PlanDon Rigo Mexican Cuisine7299 East 146th StreetCarmel, Indiana 4603311/16/21