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C3.0_DETAILSPROFESSIO N AL E OHADIFOETA T S E R IC K SONKSSO R 1 0 8 1 3 NGIN E E RRE G I STERE D STAMP6213 N. Cloverdale Rd, Ste 125 Boise, Idaho 83713 t.208.846.8955 f.208.846.8956 c.208.867.3954 ross@ericksoncivil.com erickson civil BIDDING & PERMIT SETREVISIONS Architects and Planners, Chartered408 E. Parkcenter Blvd, Suite 205, Boise Idaho 83706DATE: PROJECT NO: SHEET: 1945TENANT IMPROVEMENTSKENDALL AUTO GROUP HEADQUARTERS06/30/2020 3449 E. COPPER POINT DRIVE MERIDIAN, IDAHO 83642654321 A B C D E A B C D E 61 C:\Users\rebecca\Documents\1945 AS BUILT R19 final_rebecca9D32Y.rvt6/20/20 C3.0 DETAILS ADA SIGN AND POST IN BOLLARD 6"Øx6'-6" STANDARD PIPE POST BARRICADE CONCRETE FILLED7' - 0"3'-0"1'-6" 6"NOTES:3'-6"1.50'1.00' STANDARD REGULATORY SIGN PER MUTCD REFLECTIVE .080 ALUM. WITH BLUE LETTERS ON WHITE REFLECTIVE BACKGROUND PROVIDE SUPPLEMENTAL VAN ACCESSIBLE SIGN FOR SIGNS FRONTING VAN ACCESSIBLE STALLS WITH 8-FOOT WIDE LOADING AREAS 2 - 1/2" DIA. BOLTS PAINT BLACK 2"x2"x3/16"" I.D. SLEEVE 2"x2"x3/16" O.D. STEEL TUBE (BLACK PAINT)18" MIN.0.67'FLUSH WITH ADJACENT CONCRETE 4000 PSI CONCRETE 1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT AND ONE FINISH COAT OF ENAMEL- COORDINATE PAINT COLOR WITH ARCHITECT. PROVIDE COLOR CHIP TO ARCHITECT FOR APPROVAL. 2. PROVIDE 1 4" THICKNESS DOMED TOP BOLLARD COVER IN GRAY COLOR, WITH UV PROTECTION, AS PROVIDED BY IDEAL SHIELD (WWW.IDEALSHIELD.COM), OR APPROVED EQUAL. 1/4" THICKNESS LDPE BOLLARD COVER (GRAY IN COLOR) DOMED TOP BOLLARD COVER DRILL CLEAN HOLE FOR SIGN POST 6 C3.0 ONSITE CONCRETE SIDEWALK (ISPWC SD-709)1 C3.0 NOTES 1. ALL PORTLAND CEMENT RIGID CONCRETE, BASE MATERIALS, AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE CURRENT EDITION OF THE ISPWC. 2. SEE PLAN FOR SIDEWALK WIDTHS AND LOCATIONS. 3. BASE TO BE COMPACTED TO EXCEED 95% MAX DRY DENSITY PER ASTMD1557. 4. CROSS SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT EXCEED 1.00% +/- 0.25%; LONGITUDINAL SLOPE OF SIDEWALKS SHALL NOT EXCEED 4.00%. 5. JOINTS: SCORE SIDEWALKS AT INTERVALS AS SHOWN ON THE PLANS. SEE CONCRETE JOINTS DETAIL FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. 7. THE ISPWC DETAIL SD-709 SHALL BE MODIFIED TO PROVIDE THE INDICATED CONCRETE AND BASE THICKNESS SHOWN. ADJACENT BUILDING LINE, COLUMNS, FOUNDATION, CONCRETE FOOTINGS, OR FIXED STRUCTURE SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE II NON-SAG, CLASS A ISOLATION / EXPANSION JOINT SLOPE PER PLAN 5" THICK CONCRETE 4,000 PSI 6" OF 3/4" MINUS CRUSHED BASE MATERIAL AS PER SECTION-800 COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557. COMPACT SUBGRADE TO 95% MAX DRY DENSITY PER ASTM D1557 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D15572.0' MIN.MEDIUM TO FINE TEXTURED BROOM FINISH TOOLED SCORE CONTRACTION JOINT 1 2" EDGE RADIUS (TYP.) CONCRETE PAVEMENT SECTION 6.0" THICKNESS OF PORTLAND CEMENT CONCRETE (4,000 PSI) GRANULAR STRUCTURAL FILL 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D15572.0' MIN.ONSITE RIGID CONCRETE PAVEMENT SECTION 8.0" THICKNESS OF 3/4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95%%% MAX DRY DENSITY PER ASTM D1557 13X13-D5XD5 WELDED WIRE FABRIC 2 C3.0 NOTES 1. ALL PORTLAND CEMENT RIGID CONCRETE PAVEMENT, BASE MATERIALS, AND SUB-GRADE PREPARATIONS SHALL BE PROVIDED IN ACCORDANCE WITH THE CURRENT EDITION OF THE ISPWC. 2. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. 3. A CURING COMPOUND SHALL BE APPLIED TO ALL EXTERIOR CONCRETE SURFACES. 4. PROVIDE CONCRETE FINISH PER ARCHITECTURAL PLANS AND SPECIFICATIONS. 5. SAW CUT TO CONTROL SLAB CRACKING SHALL BE D/3 DEEP. "D" EQUALS THE DESIGN DEPTH OF CONCRETE PAVEMENT. 6. SEE ISPWC STANDARD DRAWING SD-714 FOR JOINTING CRITERIA. ALL CONCRETE PAVEMENT CONTRACTION JOINTS SHALL BE SAWN - SEE SHEET C2.0 FOR JOINT LAYOUT. 7. PROVIDE KEYED CONSTRUCTION JOINTS PER ISPWC SD-714A. 8. SAWN JOINTS SHALL BE SEALED WITH A SILICONE SEALANT PER ISPWC SD-714B. MEDIUM TO FINE TEXTURED BROOM FINISH THICKENED EDGE CONCRETE SIDEWALK 3 C3.0 SEE PLANS FOR SIDEWALK WIDTH PAVEMENT 5" THICK 4,000 PSI CONCRETE 6" THICKNESS OF 3 4" MINUS CRUSHED BASE MATERIAL COMPACTED TO 98% MAX DRY DENSITY PER ASTM D698 #4 AT 18" O.C. 3-#4 BARS BY CON'T. 8"8"18"PROVIDE SCORED JOINTS CROSS SLOPE SEE PAVEMENT SECTION 2.00' MIN.GRANULAR STRUCTURAL FILL 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 98% MAX DRY DENSITY PER ASTM D6985"6"GRANULAR STRUCTURAL FILL AS REQUIRED 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 98% MAX DRY DENSITY PER ASTM D698 GRANULAR STRUCTURAL FILL AS REQUIRED 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 98% MAX DRY DENSITY PER ASTM D698 3'1'TOC EL. SEE PLANS FOR SIDEWALK WIDTH PAVEMENT 5" THICK 4,000 PSI CONCRETE 6" THICKNESS OF 3 4" MINUS CRUSHED BASE MATERIAL COMPACTED TO 98% MAX DRY DENSITY PER ASTM D698 #4 AT 18" O.C. 3-#4 BARS BY CON'T. 8"8"18"PROVIDE SCORED JOINTS CROSS SLOPE 2.00' MIN.GRANULAR STRUCTURAL FILL 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 98% MAX DRY DENSITY PER ASTM D6985"6"GRANULAR STRUCTURAL FILL AS REQUIRED 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 98% MAX DRY DENSITY PER ASTM D698 GRANULAR STRUCTURAL FILL AS REQUIRED 6" MINUS UNCRUSHED AGGREGATE BASE COMPACTED TO 98% MAX DRY DENSITY PER ASTM D698 3'1'TOC EL. CURB WHERE SHOWN 3-#4 BARS BY CON'T. 6" WIDE CURB 1/2" R #4 AT 18" O.C. AT LOCATIONS WITH 6" CURB REVEAL AT PEDESTRIAN RAMP THROAT LOCATION TOC ELEV. TO MATCH PAVEMENT AT RAMP THROAT WITH 0" CURB REVEAL. PROVIDE CONTINUOUS TRANSITION FROM 0" REVEAL TO 6" REVEAL ALONG THE PEDESTRIAN RAMP WING LENGTH 6" UNLESS SHOWN OTHERWISE. FLUSH TO PAVEMENT AT PEDESTRIAN RAMP THROAT LOCATIONS GRADING PLAN SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF ANY GRANULAR STRUCTURAL FILL SUBGRADE SHALL BE PREPARED AND PROOF COMPACTED PER THE SITE PREPARATION SECTION OF THE GEOTECHNICAL REPORT AND BE APPROVED BY OWNER'S GEOTECHNICAL REPRESENTATIVE PRIOR TO PLACEMENT OF ANY GRANULAR STRUCTURAL FILL NOTES 1. SEE SITE PLANS PLAN FOR SIDEWALK WIDTHS AND LOCATIONS. 2. ALL SUBGRADE, SUB-BASE, AND BASE MATERIALS SHALL TO BE COMPACTED TO EXCEED 95% MAX DRY DENSITY PER ASTM D1557. 3. CROSS SLOPE OF SIDEWALK NOT TO EXCEED 1.00% +/- 0.25%. 4. SCORE AT INTERVALS TO MATCH WIDTH OF WALK OR AS SHOWN ON THE SITE PLAN. 5. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE. 6. A CURING COMPOUND SHALL BE APPLIED TO ALL EXTERIOR CONCRETE SURFACES. 7. PROVIDE MEDIUM TO FINE TEXTURED BROOM FINISH. 5°2'-0"3" 8" 1'-6"1'-0"8"1'-8"R.2' -0 "R.4"1'-0" 23 6" RADIUS 1'-0"5'-0" OR ASREQUIRED BY CITY5'-0" OR AS REQUIRED BY CITY CONFORM DIMENSIONS, CONFIGURATION, AND COLORS WITH LOCAL GOVERNMENTAL AGENCY AND ADA GUIDELINES 4" WIDE PAINTED BAR CENTER OF PARKING SPACE ADA STALL PAVEMENT MARKINGS ADA PARKING SIGN AND POST 5 C3.0 BLUE PAINT WHITE PAINT WHITE PAINT 4 C3.0 NOTES:60" WHEN LOCATED IN PLANTER84" WHEN LOCATED IN WALKWAY1.50'FINISH GRADE 1.00' STANDARD REGULATORY SIGN PER MUTCD REFLECTIVE .080 ALUM. WITH BLUE LETTERS ON WHITE REFLECTIVE BACKGROUND 12" DIA. CONCRETE FOOTING (3,000 PSI) 2" x 2"x 3/16" SQUARE GALVANIZED STEEL TUBE (SILVER) PROVIDE SUPPLEMENTAL VAN ACCESSIBLE SIGN FOR SIGNS FRONTING VAN ACCESSIBLE STALLS WITH 8-FOOT WIDE LOADING AREAS 1. CENTER SIGNS AT FRONT OF PARKING SPACE. 2. SIGNS AND SIGN INSTALLATION SHALL BE PERFORMED IN ACCORDANCE WITH ADA STANDARDS. 3. SIGNS SHALL BE MOUNTED TO STEEL POST WITH 3 8" CADMIUM PLATED BOLTS, NUTS, AND WASHERS. 4. FACE OF SIGN SHALL BE INSTALLED PERPENDICULAR TO THE FRONTING ACCESSIBLE PARKING STALL. 33"36" 2" X 2" X 1 4" STEEL PLATES WELDED TO POST COMPACT SUBGRADE TO 95% MAX DRY DENSITY PER ASTM D1557 COMPACT SUBGRADE TO 95% MAX DRY DENSITY PER ASTM D1557 COMPACT SUBGRADE TO 95% MAX DRY DENSITY PER ASTM D1557 SEE PAVEMENT SECTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct these facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. APPROVED FOR CONSTRUCTION Name Date ID AH O 6" VERTICAL CURB (NO GUTTER) NOTES 1. GRADE AND ALIGNMENT TO BE ESTABLISHED BY THE CONTRACTOR 2. BASE: 4-INCH COMPACTED DEPTH OF 3/4-INCH MINUS CRUSHED AGGREGATE BASE MATERIAL, PLACE AS SPECIFIED UNDER SECTION-802 ISPWC; COMPACTED TO EXCEED 95% MAX DRY DENSITY PER ASTM D1557 3. 1/2-INCH PREFORMED EXPANSION JOINT MATERIAL (AASHTO M 213) AT TERMINAL POINTS OF RADII. 4. CONTINUOUS PLACEMENT PREFERRED, SCORE INTERVALS 10-FEET MAXIMUM SPACING (8-FEET W/SIDEWALK). 5. MATERIALS AND CONSTRUCTION IN COMPLIANCE WITH ISPWC SPECIFICATIONS. 6. BACKFILL AS PER SECTION-706. 7. PROVIDE PORTLAND CEMENT CONCRETE IN ACCORDANCE WITH ISPWC SECTION 703. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI WITH A MODULUS OF RUPTURE GREATER THAN 650 PSI, AND SHALL COMPLY WITH THE ITD REQUIREMENT FOR URBAN CONCRETE.6"UNLESSOTHERWISESHOWN 3/4" MINUS CRUSHED AGGREGATE BASE COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 6" 6" VERTICAL CURB-NO GUTTER (SD-701A)7 C3.0 8"12"6"18"4"4,000 PSI CONCRETE 1" R 1 2" R 07/01/2020