PG-852-1601_Ten_Mile Wellness Center - CZC - ParkingROW
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PG-852-1601
RBS
TJR
TJR
09.05.18
PARKING PHASE
CZC EXHIBIT
TEN MILE CROSSING - WELLNESS CENTER
MERIDIAN, ID1
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O:\!2016\PG-852-1601 Ten Mile Crossing\02 CAD\03 Exhibits\Wellness Center\PG-852-1601_Ten_Mile Wellness Center - Parking CZC.dwg - CZC Parking - 9/05/2018 10:08am, travisr 1
5
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
PRELIMINARY
NOT FOR
CONSTRUCTION
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RIGID (CONCRETE) PAVEMENTSECTION TABLELIGHT DUTY (PEDESTRIAN)PORTLAND CEMENT CONCRETECRUSHED AGGREGATE BASESTRUCTURAL SUBBASE 4.0"4.0"NONE LDCOMPACTED SUBGRADE NOT REQUIRED FOR NATIVE SOILS12" TO 95% OF ASTM D698 FOREXISTING FILL MATERIALS HEAVY DUTY (TRAFFIC)7.0"6.0"NONE HDNOT REQUIRED FOR NATIVE SOILS12" TO 95% OF ASTM D698 FOREXISTING FILL MATERIALSPORTLAND CEMENT CONCRETE: 4000 PSI COMPLYING WITH ITD URBAN CONCRETESTANDARD.AGGREGATE BASE: MATERIAL TO COMPLY WITH ITD STANDARDS SPECIFICATION FORHIGHWAY CONSTRUCTION SECTIONS 303 AND 703 FOR AGGREGATE MATERIAL.STRUCTURAL SUB-BASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OFGEOTECHNICAL REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4".NOTE: SEE DUMPSTER DETAIL FOR REINFORCEMENT REQUIREMENTSFLEXIBLE (ASPHALT) PAVEMENTSECTION TABLEASPHALTIC CONCRETECRUSHED AGGREGATE BASESTRUCTURAL SUBBASECOMPACTED SUBGRADEASPHALT: ASPHALT MIX DESIGN SHALL MEET ISPWC SECTION 810 CLASS III PLANT MIXAND MATERIALS SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARDSPECIFICATIONS FOR HIGHWAY CONSTRUCTION (1/2" MIX DESIGN)AGGREGATE BASE: MATERIAL TO COMPLY WITH ISPWC STANDARD FOR CRUSHEDAGGREGATE BASE MATERIALSTRUTURAL SUBBASE: MATERIAL TO COMPLY WITH STRUCTURAL FILL SECTI0N OFGEOTECH REPORT. THE PLACED MATERIAL SHALL BE NO GREATER THAN 4".- A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TOVERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION.ALL EARTHWORK, FLEXIBLE AND RIDID PAVEMENT CONSTRUCTION SHALL BE INACCORDANCE WITH THE SITE GEOTECHNICAL REPORT.16.0"6.0"3.0"NOT REQUIRED FOR NATIVE SOILS12" TO 95% OF ASTM D698 FOREXISTING FILL MATERIALS HDHEAVY DUTYNOT REQUIRED FOR NATIVE SOILS12" TO 95% OF ASTM D698 FOREXISTING FILL MATERIALS LD14.0"4.0"2.5"LIGHT DUTY
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