REVISED Site Plan0
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PROPOSED CONCRETE SIDEWALK
SEEPAGE BED
LIMIT OF DISTURBANCE (LOD)
PROPOSED LIGHT DUTY ASPHALT
PAVEMENT (UNHATCHED)
PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
ENGINEER
HORROCKS ENGINEERS
2775 W. NAVIGATOR DR.
SUITE 210
MERIDIAN, ID 83642
CONTACT: ROB SUNDERLAGE PE
PHONE: 208-895-2520
DEVELOPER
BVA DEVELOPMENT, LLC
2775 W. NAVIGATOR DR.
SUITE 220
MERIDIAN, ID 83642
PHONE: 208-616-1050
4
0 40' 80'
SCALE: 1" = 40'
..:. ... . ..
.. ..
FLEXIBLE (ASPHALT) PAVEMENT
SECTION TABLE
LIGHT DUTY
HEAVY DUTY
ASPHALTIC CONCRETE
2.5"
3.0"
CRUSHED AGGREGATE BASE
4.0"
4.0"
STRUCTURAL SUBBASE
12.0"
18.0"
COMPACTED SUBGRADE
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
ASPHALT: ASPHALT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC SECTION 810 CLASS III
PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR
HIGHWAY CONSTRUCTION
AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE
MATERIAL
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH ISPWC STANDARDS FOR GRANULAR STRUCTURAL
FILL (UNCRUSHED).
- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY
SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.
ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
SITE GEOTECHNICAL REPORT b181762g BY MTI DATED 12-18-2018.
r,
-qITF INFARMATIAN
TOTAL LO D AREA: 305,850 SF (7.02 AC)
LOT AREA: 422,967 (9.71 AC)
PROPOSED BUILDING
• TOTAL BUILDING FOOTPRINT: 33,500+/- SF
• TOTAL BUILDING AREA (ALL FLOORS): 148,760+/-SF
• MAXIMUM BUILDING HEIGHT: 41'-0"
• MAXIMUM ALLOWABLE BUILDING HEIGHT: 76'-4"
(NOT INCLUDING MECHANICAL SCREEN)
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ZONING: CITY C-G, GENERAL COMMERCIAL
BUILDING SETBACKS:
- FRONT = 0'
- REAR = 0'
- SIDES = 0'
LANDSCAPE SETBACKS:
- LOCAL = 10'
- COLLECTOR = 20'
- ARTERIAL = 25'
- ENTRYWAY CORRIDOR = 35'
- INTERSTATE = 50'
PARK11►Irm 1k11PnPMAT1nk1
• PARKING STALLS REQUIRED: 272
• PARKING STALLS PROVIDED: 569
• *HANDICAP STALLS REQUIRED: 12
• "HANDICAP STALLS PROVIDED: 8
• BICYCLE PARKING STALLS REQUIRED: 23
• BICYCLE PARKING STALLS PROVIDED: 24
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
THE OTHER 4 REQUIRED ADA STALLS WILL BE
CONSTRUCTED WITH THE DEVELOPMENT TO THE
WEST OF THE SOUTHERN LOT.
NATF-q
DIMENSIONS ARE TO FRONT FACE OF CURB
FOR DRIVE ISLES.
RADII ARE 3.0' UNLESS OTHERWISE NOTED.
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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 THE INTENDED PURPOSE
SEEPAGE BED SCHEDULE
BOTTOMGROUND
TOP
BOTTOM
VOLUME
VOLUME
SEEPAGE
FINISH
SYSTEM
LENGTH
WIDTH (W)
DEPTH
ROCK
SAND
WATER
INF RATE
SOILS
REQUIRED
PROVIDED
BED
GRADE (FG)
(T)
(L)
(D)
(B)
(18" MIN.)
(SHGWE)
(IN HR)
(FT) (100YR)
(FT )
(BS)
NOT
RLY
1
2662.01
2660.00
64
30
7
2653.00
2525.25
OBSERVED
2.4
AD
GRPOOD AND
5,370
5,376
2
2664.11
2662.00
52
25
7
2655.00
2522.75
NOT
2.4
RLY
3,775
3,780
OBSERVED
AD
GRPOOD SAND
3
2663.75
2661.75
74
30
7
2654.75
2522.75
NOT
2.4
RLY
5,710
5,712
OBSERVED
AD
GRPOOD SAND
4
2662.84
2660.75
78
30
7
2653.75
2524.25
NOT
2.4
IGRADEDPOORLY
61550
6,552
OBSERVED
SAND
40" MOC ►/AAII ICAnn imrm mC0E-n0A-rrM AnC AI 1 n
EXCAVATE MIN. 1.5' INTO FREE
DRAINING SANDS AND GRAVEL
(TYP.)
SEE NOTE 4
CONST. GROUND WATER
OBSERVATION WELL WITH
METAL CAP AND LOCK
PER ACHD SUPPLEMENTAL
DRAWING NO. ACHD SD-627.
1.5"-2" WASHED
DRAIN ROCK
1.5' DEPTH
ASTM C-33 SAND
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