HomeMy WebLinkAboutSITE PLANS - 20-00038 - Rudd & Company - New Commercialss
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H:\!2019\ID-2081-1911 MC First American Way Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-2081-1911_C.3.0_SITE PLAN & DETAILS.dwg - C30 - 1/22/2020 09:10am, cadenf
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CURB RAMP W/ TRUNCATED DOMES PER CITY OF REXBURG STANDARDS
ADA ACCESSIBLE PARKING STALL, DIMENSIONS PER PLAN UNLESS OTHERWISE NOTED
ADA HANDICAP SIGN SEE DETAIL 3 SHEET C.3.1. SIGNS TO BE PLACED ON BUILDING OR MOUNTED ON STAIR
POSTS WHERE AVAILABLE
INSTALL TRASH PAD SEE C.3.1 DETAIL 2 AND ARCHITECTURAL PLANS FOR DETAILS
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 SHEET C.3.1
4" THICK SIDEWALK. WIDTH VARIES PER ISPWC SD-709, SD-714, SD-714A & SD-714B
LANDSCAPED AREA, SEE LANDSCAPE PLAN
MODERATE DUTY ASPHALT, SEE TABLE SHEET C.3.1
ALL STRIPING PER MUTCD STANDARDS
SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA AND SEE DETAIL 1 THIS SHEET)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION SUMMARY SHEET C.3.1
NOT USED
INSTALL 3' CURB TERMINUS PER ISPWC SD-707
NOT USED
APPROXIMATE SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS)
INSTALL CURB CUT AND CONCRETE APRON DIMENSIONS PER PLAN
SITE PLAN KEY NOTES:
PARKING COUNT
LOCATION MINIMUM
REQUIRED PROVIDED
CITY REQUIRED ONSITE PARKING 25 32
TOTAL 25 STALLS 34 STALLS
*MINIMUM BUSINESS/FINANCE USE REQUIRED PARKING CALCULATION=
(3 STALLS PER 1,000 GROSS SQ FT) = (8,145 SQ FT / 1000) * 3 = 24.435 STALLS
-BUILDING ANALYSIS
BUILDING
BUILDING AREA TOTAL 8,145 SF
MAIN FLOOR 8,145 SF
MAX BUILDING HEIGHT 23'-3/4"
BUILDING TYPE (IBC) *VB*
NOTES:
* BUILDING TYPE TO BE VERIFIED WITH
ARCHITECTURAL PLANS, ARCHITECTURAL PLANS
TO SUPERCEDE.
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SCALE: 1" = 10'
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PROPOSED BUILDING
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EX STORM POND
LANDSCAPING TABLE
*OVERALL SITE LANDSCAPING
SITE AREA = 35,849 SF
REQUIRED LANDSCAPING = 3,585 SF (10.0% OF SITE)
PROVIDED LANDSCAPING = 14,512 SF (40.5% OF SITE)
SNOW REMOVAL (PLOW-ABLE HARDSCAPE) AREA = 12,122 SF
REQUIRED SNOW STORAGE = 1,212 SF (10.0% OF SNOW REMOVAL)
PROVIDED SNOW STORAGE = 1,215 SF (10.0% OF SNOW REMOVAL)
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SNOW STORAGE AREA
SNOW STORAGE AREA DETAIL1
C.3.0
4 PC
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PROPOSED STORM POND
FEMA FLOODPLAIN DESCRIPTION
- 1% ANNUAL CHANCE FLOODPLAIN ELEVATION PER
FEMA = 4868 (NGVD29)
- ELEVATION CORRECTION FACTOR TO MATCH OUR
COORDINATE SYSTEM IS = (+) 3.29'
- FLOODPLAIN ELEVATION PER OUR COORDINATE
SYSTEM = 4871.43 (NAVD88)
- DESIGN FINISH FLOOR ELEVATION = 4872.75
- BUILDING CONTRACTOR IS ON NOTICE THAT POURED
FINISH FLOOR PAD MUST BE CERTIFIED PRIOR TO
VERTICAL CONSTRUCTION
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C.3.0
SEE SHEET C.2.0
FOR BOUNDARY INFORMATION