Trash Enclosure Approval
Good Morning Hallie,
Per Republic Services all enclosure dimensions and approaches have been met=per plans attached. We do not stamp plans per say but rather give approval=through e-mail and Republic Services
approves of the plans attached.
Any questions please reach out.
Thank You
Bruce Smith
Commercial Supervisor
11101 W. Executive Dr
Boise, ID 83713
e smithbr9@republicservices.com<mailto:smithbr9@republicservices.com>
o 208-685-7729 c 208-353-3047
w RepublicServices.com<http://RepublicServices.com/>
[RS_EMAIL_SIGNATURE_LOCKUP_1.39in_Tall_R03]
BLDG 6
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IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRRIRR IRRIRR IRRIRRIRR IRR 4'' IRR 4'' IRR W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WW LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 27' 41' 56' 7.5' 5' 25.5' 30.52' 55.5' 54' 54' 54' 54' 46.5' 13.5' 26.5'
19.5' 27' 14' 92.5' 7' 92' 7' 92' 7' 74.5' 13.5' 25.88' 93'14' 20' 13' 10' 13.03'20.5'7'92.5'12.49' 27'6' 8'81' 7'82.5' 19.5' 26' 17.5' 7' 6.31' 112.54' 40' 26' 17.5' 7' 14'46.5'45.5'
18.5' 49.5'20'20' 14' 37.5' 54' 46.5' 32' 32.5' 58' 73.5' 65' 220.5' 5' 7' 17.5' 25' 40' 25' 40' 26' 19.5' 8.15' 20.21' SDSDSDSDSD SD SD 6'' SS 8'' W 8'' W 8'' W 8'' W 2'' W 6'' W W
8'' SS 8'' SS 8'' SS S SD SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD CO 8'' SS S SD SD SD SD SD SD SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SDSDSDSD 9' 7' 17.5'26' 40' 25'17.5'5' 119.18' 108.5' 19.84' 39' 33' 71' 73.79' 93' 50' 17.5' 20.35' 65' 7.5' 56.5' 22.5' 138' 14' R19.5' R19.5' R19.5'
R19.5' R9.5' R9.5' R4.5' R9.5' R9.5' R9.5' R9.5' R9.5' R9.5' 5.64' R9.5' R9.5' 54' 26.5' R9.5' R9.5' 56.5'15'56.5' R9.5' R9.5' R9.5' R9.5' R9.5' R4.5' R104.5' R4.5' R104.5' 5' 46.5'45'46.5'
26.5' 19.5' 15' 14.5' R198' R226.5' 26' 9' 9' 17.5' 5' 5' 25.5' 20.86' R4.5' 20.35' R9.5' R9.5' R9.5' R9.5' R4.5' R131.5' R4.5' R3.5' R3.5' R3.5' R3.5' R3.5' R9.5' R9.5' R3.5' 9' 17.5'
9' 9' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 5' 9'9' 9' 7' 108.5' 9' 9' 9' 9' 9' 9' 9' 9' 9' ID-2240-2002 RBS NKH NKH 5-12-2021 SITE PLAN MERIDIAN CZC TEN MILE
CROSSING - BUILDING 6 MERIDIAN, ID 1 OF 1 1 H:\!2020\ID-2240-2002 BVA TM Crossing Office Building 6\Project Data\02 CAD\2.03 Sheet Files\CZC\ID-2240-2002_CZC.dwg - BLDG 6 - 6/15/2021
03:14pm, doug.manville 1 5 REVISIONS REV #DATE DRAWING INFO DATE DESIGNED DRAWN *SEE GENERAL NOTES SHEET WARNING 012 IF THIS BAR DOES NOT MEASURE 2" THEN DRAWING IS NOT TO SCALE PRELIMINARY
NOT FOR CONSTRUCTION www.horrocks.com PAGE C PROJECT CHECKED D B A # 2 3 4 2162 West Grove Pkwy., Suite 400 Pleasant Grove, UT 84062 (801) 763-5100 H O R R O C K S E N G I N E E R S
N 0 30' 60' SCALE: 1" = 30' SITE INFORMATION TOTAL LOD AREA: 184,293 SF (4.23 AC) 189,465 SF (4.35 AC) PROPOSED BUILDING x TOTAL BUILDING FOOTPRINT: 25,000 SF x TOTAL BUILDING AREA
(ALL FLOORS): 75,000 SF x MAXIMUM BUILDING HEIGHT: 65'-0" x MAXIMUM ALLOWABLE BUILDING HEIGHT: 65'-0" ZONING REQUIREMENTS x ZONING: CITY C-G, GENERAL COMMERCIAL x BUILDING SETBACKS:
- FRONT = 0' - REAR = 0' - SIDES = 0' x LANDSCAPE SETBACKS: - LOCAL = 10' - COLLECTOR = 20' - ARTERIAL = 25' - ENTRYWAY CORRIDOR = 35' - INTERSTATE = 50' PARKING INFORMATION x PARKING
STALLS REQUIRED: 300 x PARKING STALLS PROVIDED: 330 x *HANDICAP STALLS REQUIRED: 8 x **HANDICAP STALLS PROVIDED: 8 x BICYCLE PARKING STALLS REQUIRED: 8 x BICYCLE PARKING STALLS PROVIDED:
8 NOTES: * PER ADA REQUIREMENTS ** INCLUDES 2 VAN ACCESSIBLE STALLS NOTES 1. DIMENSIONS ARE TO BACK OF CURB WHEN CURB IS PRESENT. 2. RADII ARE 3' UNLESS OTHERWISE NOTED. ENGINEER
HORROCKS ENGINEERS 2775 W. NAVIGATOR DR. SUITE 210 MERIDIAN, ID 83642 CONTACT: ROB SUNDERLAGE PE PHONE: 208-895-2520 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 STANDARD
FOR CRUSHED AGGREGATE MATERIAL STRUTURAL SUBBASE: GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS DETAILED IN THE STRUCTURAL FILL SECTION OF THIS REPORT EXCEPY THAT
THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER ISPWC SECTION 801, TABLE 1. - 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 B191814g BY MTI DATED 11/14/19. PROPOSED CONCRETE SIDEWALK LEGEND SEEPAGE BED BIKE RACK DETAIL THIS AREA NOT INCLUDED IN THIS PROPOSED SITE CZC BUT
IS SHOWN BECAUSE ACCESS AND UTILITY SERVICES TO THE PROPOSED SITE ARE INCLUDED IN THIS AREA. A SEPARATE APPLICATION WILL BE MADE TO THE CITY FOR THE AREA. DEVELOPER BVA DEVELOPMENT,
LLC 2775 W. NAVIGATOR DR. SUITE 220 MERIDIAN, ID 83642 PHONE: 208-616-1050 PROPOSED HEAVY DUTY ASPHALT PAVEMENT 2' 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 FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE ASPHALTIC CONCRETE CRUSHED
AGGREGATE BASE STRUCTURAL SUBBASE COMPACTED SUBGRADE 20.0" 4.0" 3.0" SEE PAVEMENT SUBGRADE PREPARATION SECTION HEAVY DUTY SEE PAVEMENT SUBGRADE PREPARATION SECTION 4.0" 16.0" 2.5" LIGHT
DUTY PROPOSED LIGHT DUTY ASPHALT PAVEMENT PROPOSED BUILDING 6 PROPOSED WATER CONNECTION PROPOSED PROPERTY LINE HANDICAP PARKING SPACE LIMIT OF DISTURBANCE (LOD) LOD LOD PROPOSED BICYCLE
RACKS ADA RAMP TYP. ADA RAMP TYP. ADA RAMP TYP. PROPOSED LIGHT DUTY ASPHALT (TYP.) ADA RAMP TYP. ADA RAMP TYP. ADA RAMP TYP. ADA RAMP TYP. HANDICAP PARKING SPACE PROPOSED HEAVY DUTY
ASPHALT (TYP.) TRASH ENCLOSURE ±24,000SF OF SHARED-USE PATH AND LANDSCAPE ENHANCEMENT AREA BY OTHERS FOR TEN MILE CROSSING OFFICE BUILDINGS 5 AND 6 SHARED-USE PATH AND LANDSCAPE ENHANCEMENT
BY OTHERS. PROPOSED SEWER CONNECTION PROPOSED SEEPAGE BED STORM SAND & GREASE TRAP (TYP.) STORM INLET (TYP.) STORM DRAIN LINE (TYP.) 8" WATER LINE (TYP.) 6" SEWER SERVICE LINE (TYP.)
8" SEWER LINE (TYP.) SEWER MANHOLE (TYP.) 6" FIRE LINE 2" WATER SERVICE LINE & 2" METER 6" FIRE HYDRANT LIMITS OF DISTURBANCE (TYP.)