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BEEHIVE MERIDIAN SITE PLAN (2020-01-03)89° 24' 36" 258.53' N W 89° 24' 37" 256.98' S E 0° 19' 52"150.14'SW0° 55' 15"150.14'NESLOPE EASEMENT 5'-0" PUBLIC UTILITY 10'-0" LANDSCAPE BUFFER 22'-6" ACHD EASEMENT. 14'-0"EASEMENT10'-0" POWERDRIVE-THRU CANOPY DUMPSTER PAD TRANSFORMER SEWER AND WATER EASEMENT SEWER AND WATER EASEMENT PAVEMENT PAVEMENT PAVEMENT1'-0" 9'-0" 2'-0" 9'-0" 2'-0" 9'-0" 3'-6" 22'-0" EXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE CURB AND GUTTER EXISTING CONCRETE CURB AND GUTTER POWER EASEMENT POWER EASEMENT PARKING SIGN CONCRETE BOLLARD -TYP. SD1.2 3 SD1.1 1 3'-0"3'-0"6'-0" SD1.1 3 6'-0"3'-0"3'-0" 3'-0" SD1.1 3 SD1.2 2 SD1.1 N SD1.1 2 CONCRETE BOLLARD -TYP. 3'-0" PARKING LOT FIXTURE - TYP. 3'-0" FROM BACK OF CURB TO FACE OF CONCRETE BASE 3'-0"3'-0"3'-0"SD1.2 4 SD1.2 4 SD1.2 4 SD1.2 4 PARKING LOT FIXTURE - TYP. 3'-0" FROM BACK OF CURB TO FACE OF CONCRETE BASE PARKING LOT FIXTURE - TYP. 3'-0" FROM BACK OF CURB TO FACE OF CONCRETE BASE PARKING LOT FIXTURE - TYP. 3'-0" FROM BACK OF CURB TO FACE OF CONCRETE BASE CONCRETE EDGE TO PREVENT ASPHALT CHIPPING2'-0"1 SD1.2 SIM FUTURE UNITS FUTURE ATM UNIT CONCRETE BOLLARD -TYP.1'-6"1'-6"8'-2"81'-0"5'-0"5'-0"32'-11"132'-1"20'-0"136'-2"26'-0" 20'-0"13'-0 1/2" 202'-2"20'-0"26'-0"12'-0"66'-0"16'-1 3/4"57'-6"13'-10"5'-0"33'-1 3/4"4'-8 1/4"5'-0"12'-11"46'-0"5'-0"13'-6"53'-9 1/4"17'-10 3/4"20'-6"25'-0"20'-6" PARKING STALLS (1 PRE 500 SQ. FT) REQUIRED PROVIDED ACCESSIBLE 6 17 1 BIKE STALLS (1 PRE 25 PARKING SPACES) REQUIRED PROVIDED 1 6 BUILDING SQUARE FOOTAGE 2,676 SQ. FT. LOT SIZE 38,699 SQ. FT. = 0.89 ACRES PROJECT INFORMATION 1. SEE CIVIL SHEETS FOR DIMENSION ON SHOW ON THIS SHEET. 2. FROM TOP OF CONCRETE TO FINISH GRADE - 1" PRIOR TO SEEDING, 2" PRIOR TO SODDING, AND 4" IN PLANTING AREAS. 3. EXTERIOR CONCRETE - USE 4,500 PSI MIN. TYPE D. 4. CONTRACTOR TO INSTALL EXPANSION AND CONTRACTION JOINTS AS REQUIRED PER THE SPECIFICATIONS. 5. ALL AGGREGATE SHALL SATISFY ASTM AND DEPARTMENT OF TRANSPORTATION STRENGHT AND DURABILITY REQUIREMENTS. GRANITE AGGREGATES ARE PREFERRED BUT HIGH QUALITY LIMESTONE AGGREGATES ARE ACCEPTABLE. SEE SPECIFICATIONS. GENERAL NOTES N O TF O R C O N S T R U C T I O N P U R P O S E S PROJECT NO. DATE: DRAWN BY: CHECKED BY: DRAWING NO.: REVISIONSPROJECT:SHEET TITLE:2020-03-26 11:53:10 AMN:\Projects\Other\Beehive FCU Meridian - 19019\CAD\Drawings\Beehive FCU Meridian Site.rvtSD1.0 19019 BEEHIVE FEDERAL CREDIT UNION - MERIDIAN5968 N LINDER ROADSITE DESIGNFEB 2020NEW BUILDING FOR:MERIDIAN, IDAHO 83646BTH GLN SCALE: N 3/32" = 1'-0" SITE DESIGN 6" 3'-0"10" 2'-0"4'-8"5"2" 1'-8" 1" 1'-2" 1" 1'-0" REINFORCED CONCRETE FOOTING REINFORCED CONCRETE WALL PREPARED SUBGRADE 4" AGGREGATE BASE 6" CONCRETE SLAB CONCRETE MASONRY VENEER AND SILL #4 REBAR AT 12" O.C. HORIZONTAL AND 16" O.C. FOR VERTICAL BRICK VENEER GROUT SOLID PRECAST CONCRETE CAP - DOWEL AND EPOXY IN PLACE SD1.1 L EXPANSION MATERIAL E SD1.1 E SD1.1 E SD1.1 E SD1.1 SD1.1 C 1/4" SLOPE 1/4" SLOPE SD1.1 A SD1.1 B SD1.1D 10"8'-8"10"7'-4" 10"3'-2"4'-2"3'-0"F SD1.1 1'-0" 10'-4" 1'-0" 10'-8" 1'-0"24'-0"1'-0" 12'-4" 13'-4" M SD1.1 E SD1.1 T.O. FOUNDATION WALL CONCRETE MASONRY VENEER AND SILL BRICK VENEER PRECAST CONCRETE CAP WITH SEALANT AT JOINTS FINISH GRADE - SEE CIVIL4'-8"E SD1.1 T.O. FOUNDATION WALL CONCRETE MASONRY VENEER AND SILL BRICK VENEER PRECAST CONCRETE CAP WITH SEALANT AT JOINTS FINISH GRADE - SEE CIVIL E SD1.1 4'-8"4'-0" 4'-6"1'-0" 3'-0" 2'-0" DIA. SURFACE FINISH MATERIAL & SUBGRADE, AS REQ'D CONCRETE PIER PREPARED SOIL BASE 6" I.D. STANDARD STEEL PIPE PAINTED - FILLED WITH CONCRETE CONCRETE CAP, SMOOTHED AND ROUNDED SLOPE TOP OF FOOTING E SD1.1 SD1.1 C T.O. FOUNDATION WALL CONCRETE MASONRY VENEER AND SILL BRICK VENEER PRECAST CONCRETE CAP WITH SEALANT AT JOINTS FINISH GRADE - SEE CIVIL 2X6 COMPOSITE PLANKS FASTENED TO FRAME OF GATE 2" STEEL TUBE AND 1 1/2" STEEL ANGLE AS FRAME FOR GATE 4" STEEL TUBE ANCHORED TO WALLS 1" DIAMETER DROP PINS FOR GATE - PROVIDE STEEL ANCHOR HOLES FOR OPEN AND CLOSED POSITION IN PAVEMENT MATERIAL M SD1.1 4'-8"REINFORCED CONCRETE FOOTING REINFORCED CONCRETE WALL PREPARED SUBGRADE 4" AGGREGATE BASE 6" CONCRETE SLAB #4 REBAR AT 12" O.C. HORIZONTAL AND 16" O.C. FOR VERTICAL BRICK VENEER GROUT SOLID PRECAST CONCRETE CAP - DOWEL AND EPOXY IN PLACE SD1.1 L EXPANSION MATERIAL 10" 1'-6" 6" 4'-8" 1'-2" 1"1" SLOPED PRECAST CONCRETE CAP STAINLESS STEEL FLASHING SET IN MORTAR DOWEL AND ADHESIVE WALL TYPE WILL VARY SD1.1 G SD1.1 H SD1.1J K SD1.1 SLOPE PVC DRAIN THROUGH WALL - TYP. K SD1.1 K SD1.1 SIM. SIM. 10" 13'-8" 10"10" 11'-8" 10"10" 4'-11" 2'-10" IRRIGATION CONTROLLER T.O. FOUNDATION WALL CONCRETE MASONRY VENEER AND SILL BRICK VENEER PRECAST CONCRETE CAP WITH SEALANT AT JOINTS FINISH GRADE - SEE CIVIL4'-8"T.O. FOUNDATION WALL CONCRETE MASONRY VENEER AND SILL BRICK VENEER PRECAST CONCRETE CAP WITH SEALANT AT JOINTS FINISH GRADE - SEE CIVIL4'-8"T.O. FOUNDATION WALL CONCRETE MASONRY VENEER AND SILL BRICK VENEER PRECAST CONCRETE CAP WITH SEALANT AT JOINTS FINISH GRADE - SEE CIVIL4'-8"REINFORCED CONCRETE FOOTING REINFORCED CONCRETE WALL PREPARED SUBGRADE 4" AGGREGATE BASE 4" CONCRETE SLAB CONCRETE MASONRY VENEER AND SILL #4 REBAR AT 12" O.C. HORIZONTAL AND 16" O.C. FOR VERTICAL BRICK VENEER GROUT SOLID PRECAST CONCRETE CAP - DOWEL AND EPOXY IN PLACE 1'-0"2 1/2"4"4'-8"2'-0"10"1'-6"3'-0"6"5"2" 1"1" EXPANSION MATERIAL 2" DIAMETER PVC WEEP HOLES - SEE PLAN FOR LOCATION SD1.1 L 6" CMU 6'-0"3'-0"STONE VENEER OVER STRUCTURE PRECAST CONCRETE CAP 6" 2'-8"4"3'-0"HANGE TYP. 1" OVER 2 1/2"STONE VENEER OVER STRUCTURE PRECAST CONCRETE CAP SIGN BY OWNER 6" 3'-0" STONE VENEER OVER STRUCTURE PRECAST CONCRETE CAP SIGN BY OWNER SIGN COMPANY TO DESIGN AND ENGINEER MONUMENT SIGN 6'-0"3'-0"3'-8" 5'-5" 3 1/2"2'-11"3 1/2" (4) 4" DIAMETER STEEL GUARDS FILLED WITH CONCRETE BANK EQUIPMENT BY OTHER P SD1.1 ROOF DRAIN PIPE AND SHEET METAL COVER 4'-4"1'-0"2'-0"6"1'-0" 3'-6" 3 1/2"2'-11"3 1/2" 4" DIAMETER STEEL GUARDS FILLED WITH CONCRETE - TYP CONCRETE FOOTINGS CONCRETE ISLAND - SEE STRUCTURAL FOR REINFORCING 6" 2" 4'-2" 2" 2" STEEL TUBE FRAME 1 1/2" STEEL ANGLE WELDED TO FRAME COMPOSITE PLANK FASTENED TO ANGLE AT TOP AND BOTTOM 4" STEEL TUBE ANCHORED TO WALL - BEYOND N O TF O R C O N S T R U C T I O N P U R P O S E S PROJECT NO. DATE: DRAWN BY: CHECKED BY: DRAWING NO.: REVISIONSPROJECT:SHEET TITLE:2020-03-26 11:53:12 AMN:\Projects\Other\Beehive FCU Meridian - 19019\CAD\Drawings\Beehive FCU Meridian Site.rvtSD1.1 19019 BEEHIVE FEDERAL CREDIT UNION - MERIDIAN5968 N LINDER ROADENLARGED PLANS AND DETAILSFEB 2020NEW BUILDING FOR:MERIDIAN, IDAHO 83646BTH GLN SCALE:3/4" = 1'-0" SD1.1 E SECTION SCALE: 1/4" = 1'-0" SD1.1 1 ENLARGED PLAN SCALE: 1/4" = 1'-0"SD1.1 A EXTERIOR ELEVATION SCALE: 1/4" = 1'-0"SD1.1 B EXTERIOR ELEVATION SCALE: 1/2" = 1'-0" SD1.1 C SECTION SCALE: 1/4" = 1'-0"SD1.1 D EXTERIOR ELEVATION SCALE: 3/4" = 1'-0" SD1.1 F SECTION SCALE: 1" = 1'-0" SD1.1 L DETAIL SCALE: 1/4" = 1'-0" SD1.1 2 ENLARGED PLAN SCALE: 1/4" = 1'-0"SD1.1 G EXTERIOR ELEVATION SCALE: 1/4" = 1'-0"SD1.1 H EXTERIOR ELEVATION SCALE: 1/4" = 1'-0"SD1.1 J EXTERIOR ELEVATION SCALE: 3/4" = 1'-0" SD1.1 K SECTION SCALE: 1/4" = 1'-0" SD1.1 3 DETAIL SCALE: 3/16" = 1'-0" SD1.1 N ENLARGED PLAN SCALE: 3/8" = 1'-0" SD1.1 P SECTION SCALE: 1/2" = 1'-0" SD1.1 M SECTION I LIKE TO MISS SPELL POLE, COVER & ANCHOR BOLTS - SEE ELECTRICAL SHEET COORDINATE CLEARANCE BETWEEN GROUT AND HINGED BASE WITH MANUFACTURER. 2'-0" DIAMETER X 5'-0" LONG CONCRETE BASE (8) #5 REBARS 3/4" CONDUIT 24" BELOW GRADE MIN. UNDISTURBED OR COMPACTED SUBGRADE #3 TIES AT 12" O.C. AGGREGATE BASE 5'-0"2"CHAMFER4"FINISH GRADE1'-2" 10" 2'-11" 2'-0" 2" SCHEDULE 40 PIPE - PAINTED SLOPED TOPS ON FOOTING ADJACENT PAVED SURFACE 1'-2" FLAGPOLE SCHEDULE EXPOSED HEIGHT OVERALL HEIGHT A B C D 3'-0" 6" 3'-0" 2'-0"33'-0"30'-0" 3/4" DIA. STEEL PIKE WELDED TO BASE PLATE STEEL SUPPORT PLATE WELDED TO GROUND SPIKE 4"x4"X3/16" THICK STEEL BASE PLATE 1/4" THICK STEEL CENTERING WEDGES WELDED TO BASE PLATE 90° APART 3000 PSI CONCRETE BLACK ASPHALTUM PAINT ON BELOW GRADE POLE SURFACE DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE FOUNDATION SLEEVE HOT DIP 16 GA. GALVANIZED STEEL, CORRUGATED HARDWOOD WEDGES (REMOVE AFTER TAMPING SAND) ALUMINUM FLASHING COLLAR 14" DIA. MIN. 9" CAST ALUMINUM CLEAT WITH HINGED COVER AND LOCK MOUNTED WITH 5/16" DIA. FLAT HEAD MACHINE SCREWS CONE TAPERED ALUMINUM FLAGPOLE (SEE SPECIFICATIONS) EXTRUDED SEAMLESS TUBING ALLOY #6063 T-6 HALYARD #10 POLYPROPYLENE BRAIDED ROPE BRONZE CHROME PLATED SNAPHOOKS SHEAVE TRUCK, CAST ALUMINUM, REVOLVING, NON FOULING TYPE SPUN ALUMINUM BALL WITH SATIN FINISH 14 GA. 7" D 10" C 4'-6"B A1'-6" MIN.EXPOSED HEIGHTOVERALL HEIGHT3'-0"MIN.3"MIN.4"7"8"1/4" LIPSTRUCTURAL SUBBASE AGGREAGTE BASE ASPHALT CONCRETE WATERWAY - 4" REBAR AT 24" O.C. 4" REBAR AT 12" O.C. N O TF O R C O N S T R U C T I O N P U R P O S E S PROJECT NO. DATE: DRAWN BY: CHECKED BY: DRAWING NO.: REVISIONSPROJECT:SHEET TITLE:2020-03-26 11:53:13 AMN:\Projects\Other\Beehive FCU Meridian - 19019\CAD\Drawings\Beehive FCU Meridian Site.rvtSD1.2 19019 BEEHIVE FEDERAL CREDIT UNION - MERIDIAN5968 N LINDER ROADSITE DETAILSFEB 2020NEW BUILDING FOR:MERIDIAN, IDAHO 83646BTH GLN SCALE: 3/4" = 1'-0" SD1.2 4 SECTION SCALE: 1" = 1'-0" SD1.2 3 SECTION SCALE: 1/2" = 1'-0" SD1.2 2 SECTION SCALE: 1" = 1'-0" SD1.2 1 SECTION