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Home My WebLink AboutSite PlanSEASONAL MERCH.OUTDOOR SEATING (12 SEATS) EXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAYEXTERIOR STAIR STEP DISPLAY UMBRELLA MESH ARM CHAIR MESH ARM CHAIRMESH ARM CHAIR MESH ARM CHAIR50ILB UMBRELLA BASE UMBRELLAMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIR50ILB UMBRELLA BASE UMBRELLAMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIRMESH ARM CHAIR 36x58 ADA TABLE UMBRELLA BASE INCLUDED36X36 MESH TABLE36X36 MESH TABLEUP ONLINE PICK UP SPACES NEW CART CORRAL EXISTING CONCRETE CURB EXISTING SCREENING NEW CART CORRAL A002 4 A002 5 EXISTING BUILDING 25,953 S.F. 28'-2 1/2"1'-11"9'-8"4'-1 1/2"7 A002 _______ SLOPE 1% TO OPENING ONLINEPICK UPONLINEPICK UP1' - 0 1/4"10' - 7"MASONRY TO MATCH EXISTING BUILDING 100' - 0"FIV14' - 3"RECYCLE ENCLOSURE APPROXIMATE EXISTING TRASH ENCLOSURE LOCATION A002 1 EXISTING CONCRETE CURB PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 12345 ABCDEABCDE12345 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:09 PMARCHITECTURAL SITE PLAN A001 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 3/32" = 1'-0"1 ARCHITECTURAL SITE PLAN 1. INSTALLATION OF RECYCLE ENCLOSURE INCLUDING USED FRY OIL STORAGE CONTAINER PAD AND RECYCLABLES AND CARDBOARD STORAGE AREAS. 2. CONSTRUCTION OF NEW CART CORRALS. 3. INSTALLATION OF NEW OUTDOOR SEATING. 4.INSTALLATION OF ADDITIONAL GREASE INTERCEPTOR IN SERIES WITH EXISTING, REFERENCE CIVIL AND PLUMBING PLANS. 5.INSTALLATION OF NEW METAL LANDING AND STEPS. 6.GC TO VERIFY EXISITNG UTILITIES,SEWER LINES, GREASE INTERCEPTOR, SPOT ELEVATIONS AND ANY UNDERGROUND ITEMS PRIOR TO EXCAVATION. SITE PLAN AREA OF WORK 1. NO ALTERATIONS TO SITE DEVELOPMENT, ROADWAYS, STORM DRAINAGE, PARKING AREAS, CURBS & GUTTERS. 2. NO ALTERATIONS TO LANDSCAPING, IRRIGATION OR HARDSCAPE. 3. NO ALTERATIONS TO PARKING LOT LIGHTING, SITE LIGHTING OR BUILDING LIGHTING. SITE PLAN NOTES 1500 GALLON GREASE INTERCEPTOR TO BE INLINE WITH EXISTING GREASE INTERCEPTOR. REFERENCE PLUMBING PLANS. GC TO VERIFY EXISITNG UTILITIES,SEWER LINES, AND EXISTING GREASE INTERCEPTOR PRIOR TO EXCAVATION. LOCATION MAP NO. DATE DESCRIPTION 1-1/2" SQUARE GALVANIZED TUBE STEEL HANDRAILS WITH SUPPORTS @ 48" O.C. MAX. HANDRAILS ARE TO EXTEND BEYOND THE TOP BOTTOM RISERS AND RETURN TO THE GUARDRAIL OR WALL. 5'-0"1'-0"2'-6"1'-0"6'-1"5' - 4"5' - 0"WIDTH OF PARKING STALLTO MATCH EXISITING9'-1"6'-0"+/- 1'-6 1/2"2'-3"6"2'-3"14'-0"CART CORRAL SIGNAGE TO BE PROVIDED & INSTALLED BY LL THROUGH TFM'S SIGNAGE VENDOR SLOPE PAD 2-4% SLOPE PAD 2-4% CONCRETE PAD TO BE CONSTRUCTED OF 3" SLAB CONSISTING OF AIR-ENTRAINED CONCRETE MIXTURE AND ANCHORS STAINLESS STEEL PLATE TO BE INSTALLED 1' FROM PARKING LOT EDGE OF CONCRETE PAD STAINLESS STEEL PLATE EMBEDDED ON FACE OF CURB 4' - 0 1/4"+/-STAINLESS STEEL PLATE EMBEDDED ON FACE OF CURB 6" CONCRETE CURB, TYP. EXISTING ASPHALT6"6" CONCRETE CURB WITH #3 AT 18" BOTH DIRECTIONS ON TIED INTO EXISTING ASPHALTA SECTION A (2) #4'S -REFER STRUCTURAL PREMANUFACTURED AND PREFINISHED METAL COPING WITH PREFABRICATED ANCHOR PLATE (MANUFACTURED FINISH TO MATCH EXISTING CAP) TOP OF BRICK REVEAL + 6'-2 5/8" TOP OF MASONRY + 8'-0" A.F.F. TOP OF BRICK REVEAL + 3'-6 5/8" 1/2"1'-0"3'-0"3 1/2"FINISH FLOOR SEE CIVIL GROUT SOLID CALCIUM SILICATE MASONRY UNIT (SOAP COURSE) CELL VENTS WEEP HOLES @16" O.C. STAINLESS STEEL METAL FLASHING MORTAR NET FACE BRICK BRICK HEADER COURSE #5 @ 48" O.C., GROUT CORES SOLID @ REINFORCEMENT LOCATIONS -REFER ALSO STRUCTURAL SEALANT JOINT4"7"+ 1' - 1 11/16" FIRE AND PRESERVATIVE TREATED WOOD BLOCKING/NAILER SEALANT JOINT REINFORCED 8x8x16 CMU BOND BEAM 8x8x16 NOMINAL NORMAL WEIGHT CONCRETE MASONRY UNIT HORIZONTAL REINFORCING, TYP. 1'-1" NEW CONCRTE TICKNESS TO MACTH EXISTING CONDITION. MIN. 8" DRAINAGE FILL COMPACTED EARTH 10x8x16 NOMINAL NORMAL WEIGHT CONCRETE MASONRY UNIT CONCRETE FOOTING REFERENCE 18/S300 MASONRY TO MATCH EXISTING TRASH ENCLOSURE EXISTING EARTH AND CONCRETE AT SIM CONDITION 1/2" EXPANSION MATERIAL 4"8'-0"6"7'-6"10"10"DROP PINS, TYP. ALL GATES 1x8 CEDAR ON STEEL FRAME RECYCLING 1'-1"21'-4"1'-1" 23'-6" USED FRY OIL STORAGE CONTAINER PAD, GC TO DETERMINE SIZE RECYCLABLES STORAGE CARDBOARD STORAGE A002 211'-10 1/2"5"4"14'-0"8 1/2" MIN. CLEAR 12'-6 1/2" 6"x9' STEEL PIPE BOLLARDS EMBED IN CONC. 3' W/6' ABOVE GRADE (TYP.) 6" PIPE CLAMP AT EACH HINGE 3/4" FLOOR PIN W/ 1" SLEEVE IN SLAB, TYP. ALL GATES 8" CMU WALL REINF. W/#5 @ 24" O.C. 3 A002 _______ 3 A002 _______ 3 A002 _______ 6" DIAMETER STEEL BOLLARD, TYP. 10"8" 23' - 6" SIM SIM 100' - 0" FF3'-0"1'-1/2" SQUARE GALVANIZED TUBE STEEL @ TOP & BOTTOM RAILS. HORIZONTAL INSERT MEMBERS TO BE 1" SQUARE GALVANIZED TUBE STEEL AND EVENLY SPACED SO THAT A 4" SPHERE CANNOT PASS THROUGH ANY OPENINGS. POSTS EVENLY SPACED 48" O.C. MAX ENTIRE STAIR PACKAGE (STAIR LANDING, RISERS, TREADS, STRINGERS, POSTS SUPPORTS, ATTACHMENTS TO CONCRETE FOUNDATION, GUARDRAILS, & BOTH HANDRAILS) ARE TO BE DESIGNED AND PROVIDED BY STAIR FABRICATOR. FINAL FINISHES TO BE UNPAINTED GALVANIZED FINISH. EQUAL TREADS AT 11" MIN. NOSE TO NOSE (F.V.) FIELD VERIFY FIRST FLOOR F.F. FIELD VERIFY EXTERIOR GRADE@ 7" MAX (F.V.)EQUAL RISERS3' - 0"1' - 6" (2) #5 CONT.3" CLR TYP6"3' - 0"1' - 4" CONCRETE FOOTINGS REFERENCE STRUCTURAL PLANS FOR FOOTING DETAILS. REFERENCE STRUCTURAL PLANS FOR FOOTING DETAILS.3' - 0"4 INCH CONCRETE SLAB WITH #3 AT 18" IN EACH WAY DOWL INTO FOOTING3' - 5 1/4"1' - 2 3/4" 8x8x16 NOMINAL NORMAL WEIGHT CONCRETE MASONRY UNIT HORIZONTAL REINFORCING, TYP. MASONRY TO MATCH EXISTING BRICK EXISITNG SIDEWALK FACE BRICK #5 @ 48" O.C., GROUT CORES SOLID @ REINFORCEMENT LOCATIONS -REFER ALSO STRUCTURAL SEALANT JOINT STONE CAP TO MATCH EXISTING MASONRY VENEER (2) #5 CONT. A503 16 3' - 0"1' - 0"4" CONCRETE SLAB WITH #3 AT 18" BOTH DIRECTIONS ON VAPOR BARRIER AND DRAINAGE FILL.3' - 0"4' - 0"3"1' - 0" 6" DIAMETER STEEL PIPE BOLLARD FILL WITH CONC WITH ROUNDED TOP WALL EXISTING PAVING JOINT SEALANT 18" DIAMETER CONCRETE FOOTING PLAN AT WALLBASE MATERIAL REF STRUC SUBBASE/SUBGRADE REF STRUC SLOPE PAINT BOLLARD SAFETY YELLOW PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS CONSULTANT LOGO DRAWN BY: REBECCA BEASLEY PROFESSIONAL SEAL PROJECT MANAGER: DAN VON SEGGERN DOCUMENT DATE: CHECKED BY: JOHN SCHWEIGER PROJECT NAME PROJECT ADDRESS 12345 ABCDEABCDE12345 TREVOR TYSON HOLCOMB ARCHITECT AR11800234 ARCHITECT OF RECORD: TREVOR TYSON HOLCOMB 8131 METCALF AVENUE SUITE 300 OVERLAND PARK, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 12/7/2021 12:17:13 PMARCHITECTURAL SITE PLAN CONT. A002 62930563 12/07/21 THE FRESH MARKET 1392 S. RANGELINE ROAD CARMEL, IN 46032 1/2" = 1'-0"5 ENLARGED PLAN - EXTERIOR STAIRS 1/4" = 1'-0"4 CART CORRAL ENLARGED PLAN 3/4" = 1'-0"3 WALL SECTION 3/8" = 1'-0"2 FRONT ELEVATION 1/4" = 1'-0"1 RECYCLE ENCLOSURE PLAN 1/2" = 1'-0"6 EXTERIOR METAL STAIR ELEVATION 3/4" = 1'-0"7 CART CORRAL SECTION 1/2" = 1'-0"8 Bollard NO. DATE DESCRIPTION