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21
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C.3.0
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0 50'100'
SCALE: 1" = 50'
SITE PLAN- NORTH
SEE SHEET C.3.1
SITE PLAN DETAILS SHEET C.3.4
UN
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12TH STREET
SITE PLAN- CENTRAL
SEE SHEET C.3.2
SITE PLAN DETAILS SHEET C.3.4
SITE PLAN- SOUTH
SEE SHEET C.3.3
SITE PLAN DETAILS SHEET C.3.4
1.CONTRACTOR TO VERIFY ALL UTILITY SIZES, LOCATIONS
& ELEVATIONS PRIOR TO ORDERING MATERIALS FOR
SHEET NOTES:
PROPOSED
BUILDING
± 17,500 SF
10
27
MATERIAL SPECIFICATIONS:
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION
810 CLASS III PLANT MIX. MATERIALS SHALL BE PLACED IN ACCORDANCE
WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.
AGGREGATE BASE:MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED
AGGREGATE MATERIALS
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE
REQUIREMENTS DETAILED IN THE THE STRUCTURE FILL SECTION OF
THE GEOTECHINCAL REPORT (PREPARED BY ATLAS DATED
02-19-2021) EXCEPT THAT THE MAXIMUM MATERIAL DIAMETER IS NO MORE
THAN 2 3 THE COMPONENT THICKNESS. GRADATION AND SUITABILITY
REQUIREMENTS SHALL BE PER ISPWC SECTION 501, TABLE 1.
- IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE COMPETENCY
AT THE TIME OF CONSTRUCTION
RIGID PAVEMENT SECTION:
THE AASHTO PAVEMENT DESIGN METHOD WAS USED TO DEVELOP THE FOLLOWING RIGID CONCRETE
PAVEMENT SECTION. CONCRETE PAVEMENT SHALL BE BATCHED AND CONSTRUCTED IN ACCORDANCE
WITH THE MOST CURRENT AMERICAN CONCRETE INSTITUTE STANDARDS AND IN ACCORDANCE WITH
IDAHO TRANSPORTATION DEPARTMENT STANDARD DRAWINGS C-1-A AND C-1-B. NATIVE SUBGRADE
SOILS ON THE SITE ARE FROST SUSCEPTIBLE, AND THEREFORE, REQUIRE JOINTS SEALERS OR
UNDER-DRAINS.
MATERIAL SPECIFICATIONS:
PORTLAND CEMENT CONCRETE:4,000 PSI CONCRETE WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI
GENERALLY COMPLYING WITH ITD REQUIREMENT FOR URBAN CONCRETE.
CRUSHED AGGREGATE BASE:MATERIAL COMPLYING WITH ITD STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION SECTION 303 AND 703 FOR AGGREGATES.
STRUCTURAL SUBBASE:GRANULAR STRUCTURAL FILL MATERIAL COMPLYING WITH THE REQUIREMENTS
DETAILED IN THE THE STRUCTURE FILL SECTION OF THE ORIGINAL
GEOTECHINCAL REPORT (PREPARED BY ATLAS DATED 02-19-2021) EXCEPT THAT
THE MAXIMUM MATERIAL DIAMETER IS NO MORE THAN 2 3 THE COMPONENT
THICKNESS. GRADATION AND SUITABILITY REQUIREMENTS SHALL BE PER TABLE 1,
ISPWC.
- IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE
COMPETENCY AT THE TIME OF CONSTRUCTION
PCCP PAVEMENT SECTION SUMMARY
PORTLAND CEMENT
CONCRETE PAVEMENT 6.0 INCHES
CRUSHED AGGREGATE BASE 4.0 INCHES
STRUCTURAL SUBBASE NOT REQUIRED
COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
RECOMMENDATIONS PER GEOTECHNICAL REPORT PREPARED BY ATLAS,
FILE NUMBER B210329G AND DATED 02-19-2021
PCFLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION MODERATE DUTY
ASPHALTIC CONCRETE 3.0"
CRUSHED AGGREGATE BASE 6.0"
STRUCTURAL SUBBASE 14.0"
SUBGRADE PREPARATION
(MAX LIFT PER GEOTECHNICAL
REPORT)
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT
PREPARED BY ATLAS, FILE NUMBER B210329G AND DATED 02-19-2021
MD
RV SALES PARKING COUNT
LOCATION MINIMUM
REQUIRED PROVIDED
CITY REQUIRED ONSITE PARKING 39 40
TOTAL 39 STALLS 40 STALLS
*MINIMUM REQUIRED PARKING PER AUTOMOTIVE, MARINE CRAFT, AIRCRAFT AND
ACCESSORIES (SALES AND SERVICE) = (3 STALLS PER 1,000 GROSS SQ FT) = (13,000 SQ
FT / 1000) * 3 = 39 STALLS
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LOT 1
LOT 2
LOT 3
LOT 5
LOT 6
RV SALES
LOT
3
06/21/21