HomeMy WebLinkAboutTrash Enclosure Site PlanTMX – Office No. 8
VICINITY MAP
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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 R5'
R30'R56'R5'R5'R56'R30'R2
0
'
R20'R5'R5'R5'R5'R5'R5'R5
'R5'R5'R5'R5'R5'R5
'R5'
R
5
'
R5'R
5
'R5'R5'
INFILTRATION
BED #2
INFILTRATION
BED #1
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 LINE
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN LINE
STORM DRAIN LINESTORM DRAIN LINESTORM DRAIN LINE
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.
STORM DRAIN
INLET TYP.STORM DRAIN
INLET TYP.
SAND AND
GREASE TRAP #2
SAND AND
GREASE TRAP #1
19'7.5'
7.5'10.9'
136.6'9.7'107.6'214.5'23.7'
6
6
'
6
1
'
9'
9
0
'
9'
9
9
'72'72'13.5'30'19.5'90'9'81'9'45'25.6'
23.4'
43'38'26'38'26'38'26'38'
26'
38'26'38'26'
19'26'
38'26'
38'26'38'26'
158.1'
19'26'38'26'19'19'26'9'90'9'90'9'81'17'26'9'90'9'90'9'81'9'45'23.2'9'24.7'9'81'9'90'9'9'81'9'90'9'36'30'9.7'7'108'35'6
4
'57'40'
40'68'26'18'18'18'2
9
'
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 - 4/02/2020 12:59pm, michael.oreilly
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: 151,165 SF (3.47 AC)
BUILDING INFORMATION
·TOTAL BUILDING FOOTPRINT: 23,135 ± SF
·TOTAL BUILDING AREA (ALL FLOORS): 45,921 ± SF
·ALLOWABLE BUILDING HEIGHT: 45'-0"
·APPROXIMATE BUILDING HEIGHT: XX'-XX"
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: 271
·*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-2327-2003TSMPOMPOAPRIL 2020-CZC STE PLANTEN MILE REATIL - 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: 50
·PARKING STALLS PROVIDED: 69
·*HANDICAP STALLS REQUIRED: 3
·**HANDICAP STALLS PROVIDED: 3
NOTES:
* PER ADA REQUIREMENTS
** INCLUDES 1 VAN ACCESSIBLE STALLS
8'-8"18'-6"CMU BLOCK WALLSOLID METAL GATE, SEE DETAIL PIPE BOLLARDS17'-1 1/2" x 17'-1 1/2" CONC. PAD3CA002NOTE: PROVIDE SHOP DRAWINGSFOR ARCH/ OWNER APPROVALGATE ELEVATION2" SQ. TUBE FRAMECORRUGATED METAL BEYONDHINGESLATCH6'-0"PIPE BOLLARDSGATE LATCH/ 3/4" DIA. DROP BAR ON EACH GATE WITH 3/4" DIA. STD X3" LONG pROVIDE 1" INSIDE DIAMETER RECESSED GALVANIZED STEEL SLEVE FOR DROP BAR. FIELD COORDINATE LOCATION FOR 90 DEGREE CLOSURE. PROVIDE DRAIN COURSE @ B.O. SLEEVEA0022DTYP4"2'-8"7'-0"4'-0"2"3"3"4"FILL WITH CONCRETECONCRETE CAP8" STANDARD PIPE x 7'-0" LONG SET IN CONCRETE, PAINT FINISH AS PER OWNERFINISH GRADE#4 BARSECTION AAFILLET WELDAA8" STANDARD PIPEFILLED W/ CONCRETE1'-8" DIAMETER6'-0"4'-0"LAP MIN.3'-0"MIN.MIN.1'-0"MIN.2'-6"CONCRETE FOOTING W/ (3)#5 X CONT. & #5 @ 14" O.C. CROSS REINF.4" THICK SEALED CONCRETE SLAB W/ #3 REINFORCING BAR @ 18" O.C. E.W. OVER 4" OF GRAVEL. MEDIUM BROOM FINISH - SLOPE TO DRAIN.6" X 6" CONCRETE CURB ON 3 SIDES#5 X CONT. HORIZ. BLW GRADE#5 VERTICAL REINFORCING BAR @ 32" O.C.8" INTEGRAL COLORED CMU BLOCK WALL.#5 X CONT. HORIZONTAL @ 48" O.C. AND @ T.O WALLPROVIDE DOWEL INTO FTG. TO MATCH SIZE AND SPACING OF VERT. REINF.*SOLID GROUTING IN ALL CELLS BELOW GRADE AND IN CELLS CONTAINING REINFORCEMENT.A0021DCMU OR CAST IN PLACE/TILT UP WALL6" DIA. STEEL PIPE BOLLARD FILLED W/ CONCRETE(SEE DETAIL THIS SHEET)4 X 4 X 1/4 TUBE STEEL FILLED W/ CONCRETEGALVANIZED & PAINTEDDUMPSTER GATE(3) HEAVY DUTY HINGES WELD TO DUMPSTER GATE - GALVANIZEDCLEAR3' - 4"0' - 6"A0023AFROST DEPTH MIN.6'-0"EXTERIOR FLAT WORK ORASPHALT BY OTHERSSURFACE TEXTURETO MATCH MAINBUILDING - SPLIT FACE 'EBONY' COLORATTACH CAP PER MANF. LANDSCAPING OR CONCRETE METAL CAP FLASHING WITH DRIP EDGEPRESSURE TREATED NAILERCOPYRIGHT AE URBIA, LLC.DATE:SHEET #:THESE DRAWINGS AND THE DESIGN SHOWN HAVE BEEN PREPARED FOR THIS SPECIFIC PROJECT AS AN INSTRUMENT OF SERVICE AND SHALL REMAINTHE SOLE PROPERTY OF AE URBIA ARCHITECTS & ENGINEERS AND THEIR CONSULTANTS. ANY REPRODUCTION, COPYING OR USE OTHER THAN FOR THISSPECIFIC PROJECT IS PROHOBITED WITHOUT THE PRIOR WRITTEN CONSENT OF AE URBIA ARCHITECTS & ENGINEERS. ANY PROHIBITED USE OF THESE DRAWINGS OR DESIGN SHOWN ARE SUBJECT TO LEGAL ACTION.03/25/2020 1:54:06 AMF:\AE URBIA JOBS\2020\AE2020.108 - BVA - B1 Ten MIle\1_Architectural\AE2019.359 - BVA - TMX Office 8.rvt03/25/2020 1:54:06 AM03/25/2020 1:54:06 AMBVATMX OFFICE 8-AE2020.108ARCHITECTURALSITE DETAILSA002PROJECT ISSUE DATEPROJECT STATUSN.T.SA0022ADUMPSTER ENCLOSUREN.T.SA0023APIPE BOLLARD DETAIL1" = 1'-0"A0023CDUMPSTER ENCLOSURE WALL SECTION - CMUN.T.SA0022DDUMPSTER GATE DETAILN.T.SA0021DCONC. DUMPSTER ENCLOSURE WALL - CMU METAL CAPRevision ScheduleMARKDESCRIPTIONRevision Date