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LODLOD
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8''SS 8''SS
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8''W6'' SS6'' SS4'
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E
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P
E
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E
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8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S8"S 8"S 8"S
6"S
6"S
6"S
6"S
6"S
6"S
W. PEAK CLOUD LN.S. WAYFINDER AVE.TENMILE CREEK
TENM
I
LE
CREEK
PROPOSED
BUILDING
±45,921 SF
EX. PRESSURE IRRIGATION LINE
EX. WATER LINE
EX. SANITARY SEWER LINE
EX. STORM DRAINEX. SANITARY SEWER LINEEX. WATER LINEEX. WATER LINE
FUTURE
BUILDING
PAD
E
X
.
PR
E
S
SUR
E
IRR
IG
A
T
ION
L
IN
E
EX. GRAVITY IRRIGATION LINE
INFILTRATION
BED #2
INFILTRATION
BED #1
Parcel 2021
Block 2
SITE IMPROVEMENTS WITHIN THIS AREA
ARE INCLUDED FOR CZC AND DESIGN
REVIEW APPROVAL WITH THIS PLAN
SUBMITTAL BUT MAY BE COMPLETED AT
THE TIME OF THE ADJACENT “FUTURE
BUILDING” DEVELOPMENT. IF THE
IMPROVEMENTS IN THIS AREA ARE TO BE
COMLETED WITH THE FUTURE BUILDING
APPLICATION - THEY WILL BE INCLUDED IN
THE CZC AND DESIGN REVIEW PACKAGES
FOR THAT BUILDING.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
SAND AND
GREASE TRAP #3
PROPOSED 8" WATER LINE
(2) 2" METERS WITH (2) 2"
LINES FROM THE MAIN
MANIFOLDED POST METER
INTO A SINGLE 4" LINE
6" FIRE SERVICE
ADA RAMP TYP.
ADA RAMP TYP.
ADA RAMP TYP.
ADA RAMP TYP.
INSTALL SIX BIKE RACKS
(TWELVE STALLS) PER CITY
OF MERIDIAN STANDARDS
HANDICAP
PARKING SPACE
HANDICAP
PARKING SPACE
STORM DRAIN LINE
STORM DRAIN LINE
EX. 6" SEWER SERVICE
EX. FIRE HYDRANT
EX. FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
PROPOSED DUMPSTER
ENCLOSURE
20' WATER EASEMENT
HANDICAP
PARKING SPACE
STORM DRAIN LINE
STORM DRAIN
INLET TYP.
STORM DRAIN LINE
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN LINE
STORM DRAIN LINESTORM DRAIN LINE
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.STORM DRAIN
INLET TYP.
SAND AND
GREASE TRAP #2
SAND AND
GREASE TRAP #1
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
EXISTING
PROPERTY LINE
STORM DRAIN LINE
PROPOSED
PROPERTY LINE
PROPOSED
SIDEWALK
30'34.5'20'81'9'81'9'81'13'26'19.5'7'17.6'214.5'6.5'11.5'7'7'9.7'30'19'15.5'30'9'90'7.5'90'7.5'81'9'19'26'
62.5'
14.5'8.5'107.6'13.4'
9'90'7.5'90'7.5'81'9'26'19'7.5'12.7'
54'7.5'90'7.5'81'9'26'19'7.5'15.5'
36'
12.7'
3
9
.
4
'
90'7.5'81'9'184.1'
72'
10.7'
3
9
.
4
'
108'9'26'19'
108'
90'
17.7'
3
9
.
4
'26'38'26'19'19'33.7'17'26'38'26'38'26'38'26'19'7.2'7'11.5'90'22'30'19'135'8.4'27'4.7'17.6'26.1'7'13'72'26.3'7'13.1'7.7'36'1
9
'
19.1'
6
5
.
8
'
9
0
'
9'
9
0
'
9'
6
3
'
2
6
.
3
'
56'
28'
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
R
2
0
'
R20'
R
5
'
R5'
R
5
'
R5'
R
5
'
R5'
R2'R2'
R
1
0
'
R30'
R3
0
'
R10'
R30'
R
3
0
'
R
5
'
R5'
R
5
'
R
5
'
R5'
R
5
'R5'R5'R5'R5'R
5
'R5'R
5
'
R5'R5
'R5'40'68'40'57'FUTURE
BUILDING
PAD
35'6
4
'80'6.8'7'11.6'PROPOSED
PROPERTY LINE
H:\!2020\ID-2327-2003 BVA - TMX Tilt-Up Office 1\Project Data\02 CAD\2.03 Sheet Files\Concepts & Exhibits\ID-2327-2003 CZC.dwg - Layout1 - 5/20/2020 11:40am, melissak
1 5
REVISIONSREV #DATEDRAWING INFODATEDESIGNEDDRAWN*SEE GENERAL NOTES SHEETWARNING012IF THIS BAR DOES NOTMEASURE 2" THENDRAWING IS NOT TO SCALEPRELIMINARYNOT FORCONSTRUCTIONwww.horrocks.comPAGE
C PROJECTCHECKEDD
B
A
#2 3 4
2162 West Grove Pkwy., Suite 400Pleasant Grove, UT 84062(801) 763-5100HO R R O C
K
SEN
G I N E E R SN
0 30'60'
SCALE: 1" = 30'
CONCRETE
LEGEND
HEAVY DUTY PAVEMENT
FLEXIBLE (ASPHALT) PAVEMENT
SECTION TABLE
ASPHALTIC CONCRETE
CRUSHED AGGREGATE BASE
STRUCTURAL SUBBASE
COMPACTED SUBGRADE
ASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIX AND
MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS
FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)
AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHED
AGGREGATE BASE MATERIAL
STRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OF GEOTECH
REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4".
- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO
VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.
ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.
18.0"
4.0"
3.0"
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
HEAVY DUTY
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
12.0"
4.0"
2.5"
LIGHT DUTY
BIKE RACK DETAIL
SITE INFORMATION
TOTAL LOD AREA: 169,127 SF (3.88 AC)
BUILDING INFORMATION
·TOTAL BUILDING FOOTPRINT: 23,135 ± SF
·TOTAL BUILDING AREA (ALL FLOORS): 45,921 ± SF
·ALLOWABLE BUILDING HEIGHT: 65'-0"
·APPROXIMATE BUILDING HEIGHT: 41'-6"
ZONING REQUIREMENTS
·ZONING: CITY TN-C, TRADITIONAL NEIGHBORHOOD CENTER
·BUILDING SETBACKS:
- FRONT = 0'
- REAR = 0'
- SIDES = 0'
·LANDSCAPE SETBACKS:
- LOCAL = 10'
- COLLECTOR = 20'
- ARTERIAL = 25'
- ENTRYWAY CORRIDOR = 35'
- INTERSTATE = 50'
PROPOSED PARKING INFORMATION
·PARKING STALLS REQUIRED: 92
·PARKING STALLS PROVIDED: 176
·*HANDICAP STALLS REQUIRED: 7
·**HANDICAP STALLS PROVIDED: 7
·BICYCLE PARKING STALLS REQUIRED: 11
·BICYCLE PARKING STALLS PROVIDED: 12
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 2 VAN ACCESSIBLE STALLS
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
CONTACT: TOM AHLQUIST
PHONE: 208-616-1050
WEIR
=
C2
INV.
I
N
=
B
PROFILE VIEW6"0.2'BAFFL
E
=
C
1
10' (TYP.)
INFILTRATION TRENCH SCHEDULE
SEEPAGE
BED
FINISH
GRADE
(FG)
TOP
SYSTEM
(T)
LENGTH
(L)
WIDTH
(W)
DEPTH
(D)
BOTTOM
ROCK
(B)
BOTTOM SAND
(18" MIN.)
(BS)
GROUND WATER
(SHGWE)
INF RATE
(IN HR)SOILS
VOLUME
REQUIRED (FT3)
(100YR)+15%
VOLUME
PROVIDED
(FT3)
1 68.00 40.00 5.00 8 POORLY GRADED
GRAVEL W/ SAND 5439.00 5440.00
2 58.00 40.00 5.00 8 POORLY GRADED
GRAVEL W/ SAND 4594.00 4640.00
2 64.00 35.00 5.00 8 POORLY GRADED
GRAVEL W/ SAND 4459.00 4480.00
LIGHT DUTY PAVEMENT
LOD LIMIT OF DISTURBANCE (LOD)35"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 THE INTENDED PURPOSE ID-2327-2003TSMPOMPO-CZC STE PLANTEN MILE CROSSING - OFFICE #8MERIDIAN, ID1
E0.01
NOTES
1. DIMENSIONS ARE TO FRONT FACE OF
CURB FOR DRIVE ISLES.
2. RADII ARE 3' UNLESS OTHERWISE NOTED.
FUTURE PARKING INFORMATION
·PARKING STALLS REQUIRED: 100
·PARKING STALLS PROVIDED: 145
·*HANDICAP STALLS REQUIRED: 5
·**HANDICAP STALLS PROVIDED: 5
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 1 VAN ACCESSIBLE STALLS
EXISTING PROPERTY LINE
05.20.2020