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