Gardner Homes Office Site Plan_12-21-2018 (002) RevisionX
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2078 W EVEREST LN.
MERIDIAN, ID 83646
PROPOSED OFFICE BUILDING
3,300.69 SF
FINISHED FLOOR ELEVATION
19'-7"
5.5'
7'
10'
7' 5'
7.2'
7.8'
11.6'
6.5'
5.8'
12.8'
14'
8'
6'
25' 19'
8.5'
2.6'
6.5'
9'
19'
9'
12'
12'
25'
H:\!2018\ID-1403-1810 Gardner Homes Office Building\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1403-1810_C05_SITE PLAN.dwg - Layout1 - 12/21/2018 11:18am, mattc
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REVISIONS
REV # DATE
DRAWING INFO
DATE
DESIGNED
DRAWN
*SEE GENERAL NOTES SHEET
WARNING
0 1 2
IF THIS BAR DOES NOT
MEASURE 2" THEN
DRAWING IS NOT TO SCALE
www.horrocks.com
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2 3 4
2775 W. Navigator Dr., Suite 210
Meridian, ID 83642
(208) 895-2520
PRELIMINARY NOT FOR
CONSTRUCTION
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12-12-2018
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SITE PLAN EXHIBIT
GARDNER HOMES OFFICE BUILDING
ADDRESS, CITY, STATE
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0 10' 20'
SCALE: 1" = 10'
PARKING ANALYSIS
REQUIREMENTS REQUIRED PROVIDED
CITY OF MERIDIAN PARKING REQUIREMENTS (1 SPOT
PER 500 SF) 7 STALLS 13 STALLS
BUILDING ANALYSIS
BUILDING AREA TOTAL 3,300.69 SF
MAIN FLOOR 3,300.69 SF
MAX BUILDING HEIGHT 17-0"
BUILDING TYPE (IBC) * VB*
NOTES:
* BUILDING TYPE TO BE VERIFIED WITH
ARCHITECTURAL PLANS, ARCHITECTURAL PLANS
TO SUPERCEDE.
LIGHT DUTY ASPHALT, SEE FLEXIBLE PAVEMENT SECTION TABLE, THIS SHEET
CONSTRUCT ADA RAMP PER (ISPWC SD-712G) W/ TRUNCATED DOMES PER (ISPWC SD-712)
CONCRETE SIDEWALK PER (ISPWC SD-709) ALL SIDEWALK TO HAVE 4" OF 3/4" MINUS
BASE, MIN. CONCRETE TO BE 3,600 PSI IN 28 DAYS
ADA ACCESSIBLE PARKING STALLS TO COMPLY WITH ADA STANDARDS, SECTION 502
12' X 12' DUMPSTER PAD. SEE DETAIL X THIS SHEET. SEE ARCHITECTURAL PLANS FOR
DUMPSTER ENCLOSURE DESIGN INFORMATION.
BIKE RACK, SEE ARCHITECTURAL PLANS FOR DETAILS
1.5' FLAT PAN CURB AND GUTTER PER DETAIL X THIS SHEET
SAWCUT EXISTING ASPHALT 2' FROM EXISTING EDGE. TACK COAT SHALL BE APPLIED TO
JOINT AT SAWCUT. TACK COAT SHALL BE CSS-1 DILUTED EMULSIFIED ASPHALT APPLIED
AT A RATE OF 0.07 GAL/SY. SEE ISPWC SD-806
LANDSCAPING, SEE SHEET L.1.0 FOR DETAILS
ADA HANDICAP SIGN SEE DETAIL X, THIS SHEET
PROPOSED TRANSFORMER LOCATION AS REQUIRED BY ELECTRICAL POWER COMPANY
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SITE PLAN KEY NOTES:
2
3
4
5
6
7
8
9
10
1. DRIVE AISLE DIMENSIONS MEASURED TO FACE OF CURB, WHERE CURB IS PROPOSED OR TO EDGE
OF PAVEMENT OTHERWISE. LENGTH OF CURB IS MEASURED TO THE TOP BACK OF CURB.
SHEET NOTES:
11
SCALE:
A
-
TYPICAL HANDICAP SIGN DETAIL
NTS
CAP TOP OF POST
3/8"X3 1/2"
CADMIUM PLATED
HEX HEAD BOLT WITH
FLAT LOCK WASHER
AND NUT
4" 6'-0"
6" 18"
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
SCALE:
2
-
FLAT PAN CURB
NTS
NO.4 REINF. RODS
SECTION B-B
3,600 PSI CONCRETE
12" O.C. BOTH WAYS
NO.4 REINF. RODS 8" A.B.C.
12"
6"
12"
2"
PLAN
6"
12'
12'
1% SLOPE TO FRONT
B B
SCALE:
3
-
DUMPSTER PAD
NTS
COMPACTED SUB-GRADE
FIN. GRADE
(W/ LIP FLAT)
CONC. CURB & GUTTER
3/4'' GRAVEL
ROAD BASE
ASPHALT PAVEMENT
1.0'
0.5' 0.5'
1-1/2''±
2''
1.5'
FLEXIBLE PAVEMENT SECTION SUMMARY
CLASSIFICATION LIGHT DUTY
ASPHALTIC CONCRETE 2.5"
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 XXX AND DATED XX-XX-201X
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 MTI DATED
4-11-2017) EXCEPT 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.
LD
- IT WILL BE REQUIRED FOR MTI PERSONNEL TO VERIFY SUBGRADE
COMPETENCY AT THE TIME OF CONSTRUCTION
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