Ambrose Phase 6 - 0SD-01-02_Site_PlanCONCRETE
APRON
(2) 12' WIDE
STEEL
GATES
Trash Enclosure
Scale: 1"=10'-O"
7'-4" TALL SPLIT FACE
CMU SCREEN WALL.
PAINT TO MATCH
BUILDING
(2) 8 YARD
DUMPSTERS
Existing Multi -Purpose
Sports Field
LJ s i I
One Way a F_ 7
io 3
See Sheet N
SD -1.1 Existing Driveway
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See Sheet Existing Driveway 2 0
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13'-1"
26'-0"
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New Parking
(63) Spaces
26-0" 1 19'-0" 1 19'-0"
0
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Storage Building
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16 M
35' Landscape Buffer & Utility Easement
--------------------------------------------------------
------------------------
N. Locust Grove Road
Phase 6 Partial Site Plan
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Scale: 1" = 20'-0"
6
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25'-0"
General Notes
1. ALL IMPROVEMENTS NOT NOTED "NEW", "FUTURE", OR "N.I.C."
ARE EXISTING AND HAVE RECEIVED PRIOR CZC APPROVAL.
2. SEE LANDSCAPING PLANS FOR PLANT MATERIALS AND
PRESSURIZED IRRIGATION SYSTEM.
Legend
Notes
DIVISION 3 - CONCRETE
New Min. 9'x19' Standard Parking Space, U.N.O.
CONCRETE SLAB ON GRADE (EXTERIOR), 4"
New 9'x19' Handicap Parking Space with Min. 9'x19' Adjacent
Buil
ling Phase 2
WELDED WIRE MESH REINFORCING
hl
EXPANSION JOINT, FIBER BOARD, 1/2"
DIVISION 31 - EARTHWORK
312300.61
Paving
FUTURE STORAGE BUILDING AREA
Concrete Curb
ZONING DISTRICT:
'-0" Swale / Berm
(:::�Ci
SETBACKS:
ontours
(LANDSCAPE BUFFERS)
Fence or Gate as Noted
IIIIIIIIIII
New Bike Rack (12'-6", 5 Spaces) ❑ Drain Swale
Percolation Bed
FH
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PARKING REQUIRED AT 1:500:
Existing / Relocated Pole Mounted Site Lighting with Shielded
PHASES 1-6 PARKING PROVIDED:
Fixture.
STANDARD
New Pole Mounted Site Lighting with Shielded Fixture.
HANDICAP
Building Phase 3
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Building Phase 5
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Phase 4
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See Sheet Existing Driveway 2 0
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13'-1"
26'-0"
Li
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\ New Driveway
co
New Parking
(63) Spaces
26-0" 1 19'-0" 1 19'-0"
0
New Driveway
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0
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9'-1" SPACES =
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Storage Building
(N.I.C.) I
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19'-0"
====!L---I---_�
16 M
35' Landscape Buffer & Utility Easement
--------------------------------------------------------
------------------------
N. Locust Grove Road
Phase 6 Partial Site Plan
N.
Scale: 1" = 20'-0"
6
ME
I
co
N
25'-0"
General Notes
1. ALL IMPROVEMENTS NOT NOTED "NEW", "FUTURE", OR "N.I.C."
ARE EXISTING AND HAVE RECEIVED PRIOR CZC APPROVAL.
2. SEE LANDSCAPING PLANS FOR PLANT MATERIALS AND
PRESSURIZED IRRIGATION SYSTEM.
Legend
Notes
DIVISION 3 - CONCRETE
New Min. 9'x19' Standard Parking Space, U.N.O.
CONCRETE SLAB ON GRADE (EXTERIOR), 4"
New 9'x19' Handicap Parking Space with Min. 9'x19' Adjacent
®
Access Aisle and H.0 Parking Signage. See Details
WELDED WIRE MESH REINFORCING
Concrete Curb and Gutter New Asphalt
EXPANSION JOINT, FIBER BOARD, 1/2"
DIVISION 31 - EARTHWORK
312300.61
Paving
FUTURE STORAGE BUILDING AREA
Concrete Curb
ZONING DISTRICT:
'-0" Swale / Berm
(:::�Ci
SETBACKS:
ontours
(LANDSCAPE BUFFERS)
Fence or Gate as Noted
IIIIIIIIIII
New Bike Rack (12'-6", 5 Spaces) ❑ Drain Swale
Percolation Bed
FH
Existing Fire Hydrant
PARKING REQUIRED AT 1:500:
Existing / Relocated Pole Mounted Site Lighting with Shielded
PHASES 1-6 PARKING PROVIDED:
Fixture.
STANDARD
New Pole Mounted Site Lighting with Shielded Fixture.
HANDICAP
Existing Type I Mast Arm Street Light
BICYCLE PARKING
Parking / Driveway Related Signage
T
See Site Signage Schedule
Reference Notes
ONEW CONCRETE SIDEWALK. SEE DETAILS.
OEXISTING 6" DRAIN LINE TO EXISTING RETENTION AREA
FOR PHASE 2 THROUGH PHASE 6 ADDITIONS. RETENTION
AREA DESIGNED AND APPROVED PREVIOUSLY FOR
GYMNASIUM AND FUTURE CONSTRUCTION.
3O EXISTING / NEW FIRE LANE.
OEXISTING BUILDING UTILITY ENTRY LOCATIONS.
5O EXISTING FIRE RISER ROOM.
6O EXISTING SEWER LINE TO MAIN IN STREET.
OINSTALL 6" ASTM D3034 PVC PIPE FROM EXISTING STUB TO
NEW PHASE 6 ROOF DRAIN CONNECTION. 1% MIN. SLOPE.
OEXISTING 6" STORM DRAIN PIPE, SAND AND GREASE TRAP,
AND SEEPAGE BED DESIGNED AND APPROVED
PREVIOUSLY FOR BUILDING PHASES 2 AND 5 GYMNASIUMS
AND FUTURE PHASE 6 CONSTRUCTION.
OINSTALL 4" PVC SERVICE TO ROOF DRAIN CONNECTION. 1%
MIN. SLOPE.
10 SEE SHEET E1.0 FOR SITE LIGHTING REQUIREMENTS.
11 NEW BIKE RACK. (5) SPACES.
12 EXISTING BIKE RACK. (5) SPACES.
13 NEW TRASH ENCLOSURE SEE DETAIL.
14 NEW PASSENGER LOADING / UNLOADING LANE.
15 DO NOT ENTER, ONE WAY SIGN.
16 ENLARGED STORM WATER RETENTION AREA.
Keyed
Notes
DIVISION 3 - CONCRETE
33000.C2
CONCRETE SLAB ON GRADE (EXTERIOR), 4"
56,268 SQ. FT.
U.N.O.
33000.J1
WELDED WIRE MESH REINFORCING
33000.K3
EXPANSION JOINT, FIBER BOARD, 1/2"
DIVISION 31 - EARTHWORK
312300.61
DRAINAGE FILL COURSE, 4" THICK, 3/4" MINUS
Site Data
TOTAL SITE AREA:
352,451 SQ. FT.
PHASES 1-6 BUILDING FOOTPRINT AREA
56,268 SQ. FT.
PHASES 1-6 PAVED AREA
127,376 SQ. FT.
*PHASES 1-6 LANDSCAPED AREA
157,491 SQ. FT.
PLAYGROUND
6,664 SQ. FT.
EXISTING STORAGE BUILDING AREA
3,452 SQ. FT.
FUTURE STORAGE BUILDING AREA
1,200 SQ. FT.
ZONING DISTRICT:
C -C
SETBACKS:
FRONT: 35'-0"
(LANDSCAPE BUFFERS)
STREET SIDE: 38'-0"
INTERIOR SIDE: 25'-0"
REAR: 20'-0"
GROSS BUILDING AREA (PHASES 1-6):
80,953
PARKING REQUIRED AT 1:500:
162
PHASES 1-6 PARKING PROVIDED:
195
STANDARD
187
HANDICAP
8
BICYCLE PARKING
10
PHASES 1-6 PASSENGER LOADING:
40
*INCLUDES ALL LANDSCAPE BUFFERS
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A R C H IT E C T S
2400 E RIVERWALK DRIVE
BOISE, IDAHO 83706
WWW.LKVARCHITECTS.COM
208.336.3443
PRELIMINARY
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NOT FOR
CONSTRUCTION
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DATE: November 20, 2017
LKV PROJECT #: 1702
REVISIONS:
DRAWN BY: MS
CHECKED BY: WT
P & Z Review Set
DRAWING NO.
SD -1.2