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Pages from PARAMOUNT URGENT CARE 2NOTES: CONSTRUCT CONCRETE AND BASE THICKNESS TO SAME SPECIFICATIONS AS ADJOINING SIDEWALK GRADING SHALL NOT EXCEED 2% IN ALL DIRECTIONS INVERTED U RACKS MAY BE MOUNTED ON OR EMBEDDED IN CONCRETE FOLLOWING MANUFACTURER'S INSTRUCTIONS RACKS USED SHALL BE SCHEDULE 40 PIPE MADE OF DURABLE METAL WITH WEATHERPROOF COATING AND SHALL BE MANUFACTURED FOR THE INTENDED PURPOSE BICYCLE PARKING DETAIL PLAN 8.7'9'3' SECTION 7' - 7"35"24"3'2.7' FLEXIBLE (ASPHALT) PAVEMENT SECTION TABLE PAVEMENT SECTION COMPONENT LIGHT DUTY HEAVY DUTY ASPHALTIC CONCRETE 2.5 "2.5 " CRUSHED AGGREGATE BASE 4.0 "4.0 " STRUCTURAL SUBBASE 10.0"12.0" COMPACTED SUBGRADE SEE PAVEMENT SUBGRADE PREPARATION SECTION SEE PAVEMENT SUBGRADE PREPARATION SECTION ASPHALT CONCRETE: ASPHALT MIX DESIGN SHALL MEET THE REQUIREMENTS OF ISPWC, SECTION 810 CLASS III PLANT MIX. MATERIAL SHALL BE PLACED IN ACCORDANCE WITH ISPWC STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. AGGREGATE BASE: MATERIAL COMPLYING WITH ISPWC STANDARDS FOR CRUSHED AGGREGATE MATERIALS. STRUTURAL SUBBASE: MATERIAL COMPLYING WITH REQUIREMENTS FOR GRANULAR STRUCTURAL FILL (UNCRUSHED) AS DEFINED IN ISPWC. - A QUALIFIED GEOTECHNICAL ENGINEER OR ENGINEERING TECHNICIAN IS REQUIRED TO VERIFY SUBGRADE COMPETENCY AT THE TIME OF CONSTRUCTION. ALL EARTHWORK, FLEXIBLE AND RIGID PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT PREPARED BY MTI, FILE NUMBER B170608g (MAY 19, 2017) PORTLAND CEMENT CONCRETE: 4000 PSI COMPLYING WITH ITD URBAN CONCRETE STANDARD. REFERENCE THE GEOTECHNICAL REPORT FOR ALL INFORMATION ON THE AGGREGATE BASE AND SUBBASE MATERIAL AND PREPARATION. NOTE: SEE THE GEOTECHNICAL REPORT FOR REINFORCEMENT REQUIREMENTS. RIGID (CONCRETE) PAVEMENT SECTION TABLE PAVEMENT SECTION COMPONENT LIGHT DUTY (PEDESTRIAN)HEAVY DUTY (TRAFFIC) PORTLAND CEMENT CONCRETE 4.0"6.0" CRUSHED AGGREGATE BASE 4.0"4.0" STRUCTURAL SUBBASE NONE NONE COMPACTED SUBGRADE NOT REQUIRED FOR NATIVE SOILS 12" TO 95% OF ASTM D698 FOR EXISTING FILL MATERIALS NOT REQUIRED FOR NATIVE SOILS 12" TO 95% OF ASTM D698 FOR EXISTING FILL MATERIALS DRAWN BY | REVISIONS ©| ALL RIGHTS RESERVED CHECKED BY |PARAMOUNT URGENT CARECONSTRUCTION DOCUMENTSMERIDIAN, IDAHOFOR PERMIT 5.19.2020 2019 11.25.19 01:22 PM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg SICKLES SUNDERLAGE 5.19.2020 11.14.19 09:30 AM | H:\!2019\ID-1870-1908 BVA Paramount - Urgent Care\Project Data\02 CAD\2.03 Sheet Files\Construction Drawings\PLANS\ID-1870-1908_05_SITE PLAN.dwg CS003 SITE DETAILS - TYPICAL PAVEMENT SECTIONS 6" "MODIFIED" REVERSE SLOPE CURB & GUTTER -NTS-1'-0 1/2"6" 2'-0" 1'-6"0" - 1" BATTER 5 3/4" (±)8 1/4"2"6 1/4"R = 1/2"R = 1" R = 3 1/2" (± 1/2") EXTEND 3 4" MINUS AGGREGATE BASE 6" BEYOND TBC "0" ELEVATION 4. ALL SIGNS SHALL HAVE TYPE III REFLECTIVITY 5. ALL PARKING LOT STRIPING SHALL BE PAINTED IN 4" WHITE PER STANDARS OF CITY OF MERIDIAN STRIPING LOCATIONS ARE AS SHOWN ON PLANS. ADA PARKING TO MEET ADA REQUIREMENTS. 6. ADA / ACCESSIBLE PARKING SIGNAGE INFORMATION IS LOCATED ON DETAILED SITE PLAN SHEETS 7. PRIVATE PARKING LOT MARKINGS SHALL MEET PAVEMENT PAINT REQUIREMENTS OF ISPWC 1104 SECTION 2.1. 3. ALL SIGNS SHALL BE MOUNTED PER ISPWC STANDARD DETAIL SD-1130 2. ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE CITY OF MERIDIAN SIGNING REQUIREMENTS. SIGN LOCATION OR AS SHOWN ON PLANS. AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL 1. CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS, AND IS RESPONSIBLE FOR STAKING SIGN LOCATIONS GENERAL SIGNING & STRIPING NOTES: 4" WIDE STRIPES AT 45° ANGLE 2'-0" O.C.18-0" (TYPICAL)4'-0"9'-0" (TYPICAL)5'-0" STD.9'-0" (TYPICAL) PAINTED EMBLEM ON ASPHALT PAVING (TYPICAL) AT ALL ADA PARKING STALLS PER AHJ REQUIREMENTS 4" STRIPE SIDEWALK TO BE 1/4" MAX HIGHER THAN PAVING AT JOINT ACCESSIBLE STALL SIGN ACCESSIBLE STALL SIGN SEE DETAIL E THIS SHEET 2% MAX. SLOPE2% MAX. SLOPESEE DETAIL FOR SIDEWALK INFORMATION 4" STRIPE 4'-0" INTERNATIONAL SYMBOL OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND, CENTERED ON THE CENTERLINE OF THE PARKING STALL, ALIGN LOWER SIDE OF MARKING WITH END OF PARKING SPACE (TYP.) 12'-0" VAN18" MINFROM TBC2' RIBBON CURB 5'-0"TOP OF WALKING SURFACE2"1'-6" DIA. PLAN4"1'-6"6"12'6"12"6" 6"6"5'-0"TOP OF WALKING SURFACE1'-6"SIDE VIEW1/4"VAN ACCESSIBLE WELDED STEEL TUBE CAP HANDICAPPED ACCESSIBLE PARKING SIGN. SIGN TO BE FLUSH WITH SIDES OF POST ANCHORED TO POST VAN ACCESSIBLE SIGN IN STALL WHERE INDICATED ON SITE PLAN HSS 8" x 2" x 3/16" SIGNAGE POST 3'-0"LAWN OR PLANTING SIGN EXPANSION JOINT SIDEWALK CONCRETE APRON HSS 8" x 2" x 3/16" SIGNAGE POST # 4 x 12" LONG ANCHOR BAR THROUGH TUBING #4 x 12" LONG ANCHOR BAR THROUGH TUBING WELDED STEEL TUBE CAP 8" 2" ACCESSIBLE STALL SIGN (TRAFFIC SIGNAGE) -NTS- SECTION 4,000 PSI CONCRETE 6" A.B.C. 1% SLOPE TO FRONT 7"2"REINFORCEMENT PER GEOTECHNICAL REPORT 18'6'6" 12"12"DUMPSTER PAD -NTS- ACCESSIBLE PARKING OPTION 2 -NTS- REINFORCEMENT PER GEOTECHNICAL REPORT