Site Plan V1POWER ENGINEERS
I-84
FUTURE IMPROVEMENTS
FUTURE IMPROVEMENTS
FUTURE
IMPROVEMENTS
8
1 2 3 4 5 6 7
A
B
C
D
9
A2
A3
FUTURE IMPROVEMENTS
FUTURE IMPROVEMENTS
12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W
12'' W 12'' W
EV CHARGE
ONLY
EV CHARGE
ONLY
EV CHARGE
ONLY
EV CHARGE
ONLY
VAN ADA
VAN ADA
VAN
VAN ADA
ADAADAADAADA
VAN
ADA VAN
ADA
APPROXIMATE INFILTRATION
BED FOR STORM RUNOFF
TYP.
PROPOSED
PROPERTY LINE
ADA STALL
TYP.
ADA RAMP
TYP.
CONCRETE SIDEWALK
TYP.
TRASH ENCLOSURE
WITH 10' EXTENDED
CONCRETE
ADA STALL
TYP.
ADA RAMP
TYP.
CONCRETE SIDEWALK
TYP.
PEDESTRIAN
CROSSING
TYP.
ADA RAMP
TYP.
W
12'' W 12'' W
S
sd
8'' W
8'' W
CO
SD
CO
MW
MW
12'' W 12'' W
EV CHARGE
ONLY
EV CHARGE
ONLY
EV CHARGE
ONLY
EV CHARGE
ONLY
VAN ADA
VAN AD A
VAN
AD A
VA
N
AD A
AD A
AD A
A
D A
ADA
AD
A
ADA
ADA
AD
A
ADA
AD A
AD
A
AD A
POWER ENGINEERS
DATE: 5.6.2022
DESIGNED: HEH
E02
EAGLE VIEW LANDING, MERIDIAN, IDAHO 83642
DETAILS
BALL VENTURES AHLQUIST
208.616.1050
WWW.BVADEV.COM
DESIGN REVIEW AND CZC
18'
12'
2"x2"x1/4" TUBE STEEL GATE FRAME
W/ 1-
1
2" CORRUGATED METAL
B-DECK BACKING PANEL (PAINTED)
2'-0" DIA. CONCRETE
HOLD BACK FOOTING AT
WALL TO ALLOW FOR
BOLLARD
LOCATE OIL ZERKS AT FRONT
OF COLLARS (W/ GATE
CLOSED) FOR OUTSIDE GATE
POSTS
6" DIA. SCHEDULE 40
STEEL PIPE BOLLARD
FILLED W/ CONC.
(PAINTED)
8x8x16 HONED FACE CONC.
MASONRY UNIT WALL,
COLOR AS SELECT. BY
ARCHITECT. COORDINATE
W/ STRUCTURAL
6" DIA. x1/4" PIPE BOLLARD
FILLED W/ CONC.
6 YRD DUMPSTER OR
BIN
REINFORCED TURN DOWN
SLAB. COORDINATE W/
STRUCTURAL
NOT TO SCALE
TRASH ENCLOSURE PLAN
6 YRD DUMPSTER OR
BIN
NOT TO SCALE
BIKE RACK DETAIL
35"
24" 24"
NOTES:
· CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME SPECIFICATIONS
AS ADJOINING SIDEWALK
· GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS
· INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN CONCRETE
FOLLOWING MANUFACTURER'S INSTRUCTIONS
· RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL
WITH WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR
UTILITY CONNECTION MAP THE INTENDED PURPOSE
0 250' 500'
PLAN SCALE: 1" = 250'
N
I-84
OVERLAND RD
S SILVERSTONE WAY
EAGLE RD
8'' ss 8'' ss 8'' ss
8'' ss
8'' ss
8'' ss
8'' ss
8'' ss
8'' ss
120° MIN
06/23/22
A-2022-0059
PEDESTRIAN CROSSING
TYP.
ASPHALT PAVEMENT
TYP.
CONCRETE SIDEWALK
TYP.
ASPHALT PAVEMENT
TYP.
ASPHALT PAVEMENT
TYP.
6" FIRE SERVICE
TWO (2) 2" SERVICE MANIFOLD
TO ONE (1) 4" LINE
6" SEWER SERVICE
FIRE HYDRANT
8" PUBLIC WATER MAIN
WITH 20' EASEMENT
ON CENTER
CONNECT TO FUTURE
SEWER STUB BY OTHERS
CONNECT TO FUTURE PI STUB BY OTHERS. PI OWNED BY
RACKHAM SUBDIVISION WITH BACKUP CONNECTION
CONSTRUCTED IN PHASE 1 OF SUBDIVISION IMPROVEMENTS.
CONNECT TO FUTURE
WATER STUB BY OTHERS
EXISTING ACHD ROW TO BE
VACATED THROUGH THE ACHD
VACATION PROCESS AND WILL
BE FACILITATED ALONG WITH
THE PROPERTY BOUNDARY
ADJUSTMENT TO PROCEED
BUILDING PERMITS AT THIS
LOCATION
8" PUBLIC SEWER MAIN WITH
20' EASEMENT ON CENTER
ASPHALT PAVEMENT
TYP.
CONNECT TO WATER MAIN PER "RACKHAM
SUBDIVISION - UTILITY EXTENSION" BY
HORROCKS ENGINEERS TO COMPLETE
WATER LOOP THROUGH SITE
CONNECT TO WATER MAIN BY KM ENGINEERS
TO COMPLETE WATER LOOP THROUGH SITE
8" WATER MAIN BY OTHERS
8" SEWER MAIN BY OTHERS
6" PI MAIN BY OTHERS
25' MIN LANDSCAPE
BUFFER FROM
RESIDENTIAL
APPROXIMATE
INFILTRATION BED
FOR STORM RUNOFF
TYP.
APPROXIMATE
INFILTRATION BED
FOR STORM RUNOFF
TYP.
APPROXIMATE INFILTRATION
BED FOR STORM RUNOFF
TYP.
APPROXIMATE INFILTRATION
BED FOR STORM RUNOFF
TYP.
EXISTING PROPERTY LINES TO BE
VACATED THROUGH PROPERTY
BOUNDARY ADJUSTMENT TO BE
COMPLETED PRIOR TO ISSUANCE
OF BUILDING PERMITS AT THIS
LOCATION
EXISTING PROPERTY LINE TO
BE VACATED THROUGH PBA
TYP.
EXISTING PROPERTY LINE TO
BE VACATED THROUGH PBA
TYP.
EXISTING PROPERTY LINE TO
BE VACATED THROUGH PBA
TYP.
EXISTING PROPERTY LINE TO
BE VACATED THROUGH PBA
TYP.
EXISTING PROPERTY LINE TO
BE VACATED THROUGH PBA
TYP.
GENERATOR
ENCLOSURE LOCATION
TRANSFORMER PAD
CENTERLINE OF
RIDENBAUGH CANAL
12" GRAVITY
IRRIGATION LINE
BY OTHERS
PEDESTRIAN CROSSING BY OTHERS
TYP.
ADA RAMP BY OTHERS
TYP.
CONCRETE SIDEWALK
TYP.
CONCRETE SIDEWALK
TYP.
BIKE RACK
38.1'
213.8'
82'
82'
TRASH ENCLOSURE TO BE
CONSTRUCTED IN FUTURE PHASE
26'
37'
37'
37' 37'
9'
TYP.
17'
TYP.
9'
TYP.
17'
TYP.
9'
TYP.
17'
TYP.
9'
TYP.
17'
TYP.
9'
TYP.
17'
TYP.
9'
TYP.
17'
TYP.
9'
TYP.
19'
TYP.
9'
TYP.
17'
TYP.
9'
TYP.
19'
TYP.
9'
TYP.
19'
TYP. 9'
TYP.
19'
TYP.
9'
TYP.
19'
TYP.
9'
TYP.
19'
TYP.
29'
14.3'
14.7'
PEDESTRIAN CROSSING BY OTHERS
TYP.
FUTURE GENERATOR
ENCLOSURE LOCATION
6" FIRE SERVICE FOR
FUTURE IMPROVEMENTS
TWO (2) 2" SERVICE MANIFOLD
TO ONE (1) 4" LINE FOR
FUTURE IMPROVEMENTS
FIRE HYDRANT
LOADING AREA
8' 91' 8' 73' 19.5' 31' 15.4' 73' 8' 82' 8' 73' 19.6' 32.9' 16' 109'
27' 18.2'
8' 91' 8' 73' 19.5' 31' 15.4' 73' 8' 82' 8' 100' 21.3'
27' 18.2'
7' 10' 91' 8' 109'
8' 109' 8' 109'
46' 8' 73'
282.5'
37'
26'
37'
31'
17'
7'
19'
4'
7'
56'
26'
17'
8.1'
5'
14.9'
14.1'
12.5'
26'
37'
27'
17'
7'
27'
17'
7'
26'
17'
8.5'
8'
33.5'
26'
17'
8.4'
5'
26'
37'
26'
36.2'
26'
37'
26'
37'
27'
17.1'
7'
181.8'
27'
17'
50'
26'
10.6'
20.2'
35'
6.9'
13.3'
0 30' 60'
PLAN SCALE: 1" = 30'
POWER ENGINEERS
DATE: 5.25.2022
DESIGNED: HEH
E01
EAGLE VIEW LANDING, MERIDIAN, IDAHO 83642
SITE PLAN
BALL VENTURES AHLQUIST
208.616.1050
WWW.BVADEV.COM
N
SITE INFORMATION:
PARCEL "B" PER PBA
LOT: 7.56 ACRES (329,204 SF)
LOD: 10.53 ACRES (458,808 SF)
ZONE INFORMATION
ZONE: CG (GENERAL COMMERCIAL)
SETBACKS FROM ROW:
· FRONT: 0'
· REAR: 0'
· SIDE: 0'
LANDSCAPE BUFFERS:
· LOCAL ROAD: 10'
· COLLECTOR: 20'
· ARTERIAL: 25'
· ENTRYWAY CORRIDOR: 35'
· INTERSTATE: 50'
· RESIDENTIAL: 25'
BUILDING INFORMATION:
TOTAL BUILDING FOOTPRINT: ± 33,088 SF
TOTAL BUILDING AREA: ± 151,702 SF
MAX BUILDING HEIGHT: 87'
MAXIMUM ALLOWABLE HEIGHT: 65'
PARKING INFORMATION:
PARKING STALLS:
· 304 STALLS REQUIRED
· 655 STALLS PROVIDED
ADA STALLS:
· 14 ADA STALLS REQUIRED
· 14 ADA STALLS PROVIDED
·· 3 VAN PARKING ONLY
BICYCLE STALLS:
· 27 STALLS REQUIRED
· 28 STALLS PROVIDED
NOTE: DIMENSIONS ARE TO BACK OF
CURB UNLESS OTHERWISE NOTED.
DEVELOPER:
BALL VENTURES AHLQUIST
2775 W NAVIGATOR DR.
MERIDIAN, ID 83642
CONTACT:
TONN PETERSEN
(208) 685 - 9701
ENGINEER:
IDACS
2775 W NAVIGATOR DR.
MERIDIAN, ID 83642
CONTACT:
HALLIE HART
(208) 761 - 7191
DESIGN REVIEW AND CZC
06/23/22
A-2022-0059