A2.1 Enlarged Site PlanBACK TO EDGE OF NEW
ALK WITH NEW SOD PER
LANDSCAPE PLAN
EXISTING LAWN AREA
VARIES (SEE PLAN)
ELOPE
1.5ia _
NEW 4" CONCRETE SIDEWALK
OVER 4" COMPACTED
DRAINAGE FILL OVER
COMPACTED SUBGRADE
SIDEWALK SECTION_ o
0
18 0
0
— NEII/4" TyiCKC�vCle7,7
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CONCRETE CURB RAMP
3 - ,T,e,
ENLARGED SITE PLAN
5cals: 1" � 101-011
KEYNOTES
5 NEW 28'-0" x 64'-0" MODULAR CLASSROOM WITH SKIRTING, SEE EXTERIOR
ELEVATIONS.
❑6 LANDSCAPE MULCH, SEE LANDSCAPE PLAN.
F7] EXISTING CURB AND GUTTER TO REMAIN.
8 4" THICK CONCRETE SLAB OVER 4" COMPACTED DRAINAGE COURSE OVER
COMPACTED SUBGRADE, SEE DETAIL 2/A2.1.
ElNEW ADA COMPLIANT CURB RAMP WITH TRUNCATED DOMES, SEE 3/A2.1.
Fol LANDSCAPE STREET BUFFER, SEE LANDSCAPE PLAN.
NEW CROSSWALK STRIPING, STREET BOND SB 150 BY GAF, COLOR AS
11 SELECTED BY ARCHITECT. STRIPES 6'-0"x1'-0" SPACED 1'-0"f APART.
12 5' BUILDING SET—BACK LINE.
13 EXISTING PAVED WALKING PATH TO REMAIN.
14 PROPERTY LINE.
EEXISTING ELECTRICAL VAULT.
rl 6 EXISTING COMMUNICATION VAULT.
HRELOCATED COMPONENT ADJUSTABLE ALUMINUM PLATFORM AND STAIR SYSTEM
WITH 42" HIGH GUARDRAIL, LANDING AND CONTINUOUS HANDRAILS. CONCRETE
SIDEWALK TO EXTEND UNDER PLATFORM AND STAIR.
HEXISTING PAVEMENT MARKING.
HNEW PEDESTRIAN CROSSING SIGN.
LEGEND
NEW GROUND COVER, SEE A/L1.0
4" THICK CONCRETE SLAB OVER 4" COMPACTED DRAINAGE COURSE
OVER COMPACTED SUBGRADE
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF
THE IBC 2018.
2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY
JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND
THE CONSTRUCTION AREA.
3. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK
SHALL BE BORNE BY THE CONTRACTOR. FAILURE TO CORRECT SUCH WORK
WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION.
4. ALL LUMBER SHALL BE PRESSURE TREATED, UNLESS NOTED OTHERWISE
N_
N
M
M
O
N
PROJECT: 181112
FILE: 18102-42A
DATE: FFB.2016
DRAWN:
REVISIONS:
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A2.1
EXISTING
LAWN AREA, PRESERVED
AND PROTECTED DURING ALL PHASES
OF CONSTRUCTION.
❑2
EXISTING
CONCRETE SIDEWALK TO
REMAIN, PROTECT.
❑3
EXISTING
LIGHT POLE, PROTECT.
0
COMPONENT ADJUSTABLE
ALUMINUM ADA PLATFORM AND RAMP SYSTEM
DOI AL R HUTCHISON
❑RELOCATED
4
WITH 42"
HIGH GUARDRAIL, LANDING
AND CONTINUOUS HANDRAILS. CONCRETE
STATE OF IDAHO
SIDEWALK
TO EXTEND UNDER PLATFORM
AND RAMP.
5 NEW 28'-0" x 64'-0" MODULAR CLASSROOM WITH SKIRTING, SEE EXTERIOR
ELEVATIONS.
❑6 LANDSCAPE MULCH, SEE LANDSCAPE PLAN.
F7] EXISTING CURB AND GUTTER TO REMAIN.
8 4" THICK CONCRETE SLAB OVER 4" COMPACTED DRAINAGE COURSE OVER
COMPACTED SUBGRADE, SEE DETAIL 2/A2.1.
ElNEW ADA COMPLIANT CURB RAMP WITH TRUNCATED DOMES, SEE 3/A2.1.
Fol LANDSCAPE STREET BUFFER, SEE LANDSCAPE PLAN.
NEW CROSSWALK STRIPING, STREET BOND SB 150 BY GAF, COLOR AS
11 SELECTED BY ARCHITECT. STRIPES 6'-0"x1'-0" SPACED 1'-0"f APART.
12 5' BUILDING SET—BACK LINE.
13 EXISTING PAVED WALKING PATH TO REMAIN.
14 PROPERTY LINE.
EEXISTING ELECTRICAL VAULT.
rl 6 EXISTING COMMUNICATION VAULT.
HRELOCATED COMPONENT ADJUSTABLE ALUMINUM PLATFORM AND STAIR SYSTEM
WITH 42" HIGH GUARDRAIL, LANDING AND CONTINUOUS HANDRAILS. CONCRETE
SIDEWALK TO EXTEND UNDER PLATFORM AND STAIR.
HEXISTING PAVEMENT MARKING.
HNEW PEDESTRIAN CROSSING SIGN.
LEGEND
NEW GROUND COVER, SEE A/L1.0
4" THICK CONCRETE SLAB OVER 4" COMPACTED DRAINAGE COURSE
OVER COMPACTED SUBGRADE
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF
THE IBC 2018.
2. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE
RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY
JURISDICTIONAL BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
BARRICADES, SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND
THE CONSTRUCTION AREA.
3. ALL COSTS TO THE CONTRACTOR INCURRED IN CORRECTING DEFICIENT WORK
SHALL BE BORNE BY THE CONTRACTOR. FAILURE TO CORRECT SUCH WORK
WILL BE CAUSE FOR A STOP WORK ORDER AND POSSIBLE TERMINATION.
4. ALL LUMBER SHALL BE PRESSURE TREATED, UNLESS NOTED OTHERWISE
N_
N
M
M
O
N
PROJECT: 181112
FILE: 18102-42A
DATE: FFB.2016
DRAWN:
REVISIONS:
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A2.1