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SNOW STORAGE AREA = 1,553 SF
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H:\!2018\ID-1174-1805 D.L. Evans 2nd East (Rexburg)\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\ID-1174-1805_05_SITE PLAN AND DETAILS.dwg - C.3.0 SITE PLAN - 12/20/2019 12:05pm, Austin.weaver
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C.3.0
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 THIS SHEET. SIGNS TO BE PLACED ON BUILDING OR MOUNTED ON
STAIR POSTS WHERE AVAILABLE
TRASH ENCLOSURE SEE ARCHITECTURAL PLANS FOR DETAILS
1.5' FLAT PAN CURB & GUTTER SEE DETAIL 1 THIS SHEET
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 THIS SHEET
ALL STRIPING PER MUTCD STANDARDS
MONUMENT SIGN, SEE ARCHITECTURAL PLANS FOR DETAILS
STAMPED CONCRETE PATHWAY SEE ARCHITECTURAL PLANS FOR DETAILS
SNOW STORAGE AREA (SEE LANDSCAPE TABLE FOR AREA) SEE DETAIL 4 THIS SHEET
SIGN & LIGHT LOCATIONS (REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR DETAILS) SIGNS
SHOWN IN APPROXIMATE LOCATION (SIGNS N.I.C)
INSTALL PORTLAND CEMENT CONCRETE PAVEMENT SEE PAVEMENT SECTION SUMMARY THIS SHEET
ELECTRICAL TRANSFORMER PAD. SEE ELECTRICAL PLANS FOR DETAILS
CONCRETE PAD FOR BENCHES. BENCHES PER ARCHITECTURAL PLANS
INSTALL "DO NOT ENTER" SIGN PER MUTCD STANDARDS
INSTALL CURB TAPER PER ISPWC SD-707 (LENGTH PER PLANS)
CONCRETE WHEEL STOPS LOCATED 18" MIN. FROM HEAD OF STALL PER REXBURG STANDARDS
SITE PLAN KEY NOTES:
LANDSCAPING TABLE
*OVERALL SITE LANDSCAPING
SITE AREA = 27,732 SF
TOTAL LANDSCAPING = 6,596 SF (23.8% OF SITE)
TOTAL HARDSCAPE = 18,907 SF (68.2% OF SITE)
TOTAL SNOW REMOVAL AREA = 14,930 SF (53.8% OF SITE)
TOTAL SNOW STORAGE = 1,553 SF (10.4% OF PLOW-ABLE
HARDSCAPE )
PARKING COUNT
LOCATION MINIMUM
REQUIRED PROVIDED
CITY REQUIRED ONSITE PARKING 12 23
ALBERTSON'S REQUIRED ONSITE PARKING 22 23
TOTAL 22 STALLS 23 STALLS
*MINIMUM BUSINESS/FINANCE USE REQUIRED PARKING CALCULATION=
(3 STALLS PER 1,000 GROSS SQ FT) = (3,977 SQ FT / 1000) * 3 = 11.93 STALLS
*MINIMUM BUSINESS/FINANCE USE REQUIRED PARKING PER ALBERTSONS = (5.5 STALLS PER 1,000
GROSS SQ FT) = (3,944 SQ FT / 1000) * 5.5 = 21.69 STALLS
-
MATERIAL SPECIFICATIONS:
ASPHALTIC CONCRETE:ASPHALT MIX SHALL MEET THE REQUIREMENTS OF THE ISPWC, SECTION
59 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 MTI DATED
10-11-2018) 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 MTI DATED 10-11-2018) 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 6.0 INCHES
STRUCTURAL SUBBASE NOT REQUIRED
COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
RECOMMENDATIONS PER GEOTECHNICAL REPORT PREPARED BY MTI,
FILE NUMBER E180207G AND DATED 10-11-2018
PC
BUILDING ANALYSIS
BUILDING
BUILDING AREA TOTAL 3,977 SF
MAX BUILDING HEIGHT 22'-0"
BUILDING TYPE (VB) *V-B (NO FIRE
SPRINKLERS)*
NOTES:
* BUILDING TYPE TO BE VERIFIED WITH
ARCHITECTURAL PLANS, ARCHITECTURAL PLANS
TO SUPERCEDE.
2
.
9
'
7
10
6
3/4" GRAVEL ROAD BASE
FIN. GRADE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT PAVEMENT
1.
0
'
0.
5
'
0.
5
'
2''±
4''
1.5'
0.5'
FLAT PAN CURB & GUTTER1
C.3.0
1'
5
5
5
5
5
5
5
5
5
5
5
PC
PROPOSED BUILDING
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2
N
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N
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TYPICAL HANDICAP SIGN DETAIL
NTSC.3.0
3
CAP TOP OF POST
3/5"X3 1/2"
CADMIUM PLATED
HEX HEAD BOLT WITH
FLAT LOCK WASHER
AND NUT
6'
-
0
"
3"
15
"
6"
12"
BLUE BACKGROUND W/
WHITE SYMBOL AND
LETTERING
PROVIDE SIGN THAT
IDENTIFIES ALL VAN
ACCESSIBLE STALLS.
REFER TO PLAN FOR
LOCATIONS
NOTE: TOP OF POST TO BE
CUT 1/2" BELOW TOP OF SIGN
FLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION MODERATE DUTY
ASPHALTIC CONCRETE 3.0"
CRUSHED AGGREGATE BASE 4.0"
STRUCTURAL SUBBASE 12.0"
SUBGRADE PREPARATION
(MAX LIFT PER GEOTECHNICAL
REPORT)
SEE PAVEMENT SUBGRADE
PREPARATION SECTION
NOTES:
FLEXIBLE PAVEMENT SPECIFICATIONS ARE PER GEOTECHNICAL REPORT
PREPARED BY MTI, FILE NUMBER E180207G AND DATED 10-11-2018
MD
13
13
13
13
18
18
19
SEWER TIE-IN PAVEMENT PATCH
1" = 10'C.3.0
2
SEE DETAIL 2 THIS SHEET
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10 17
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6 11
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17
SNOW STORAGE AREA
5
INSTALL
TRUNCATED DOMES
INSTALL
TRUNCATED DOMES
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18
12
12
SNOW STORAGE AREA DETAIL
1" = 10'C.3.0
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