C3.0_DETAILSPROFESSIO N AL E
OHADIFOETA
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E R IC K SONKSSO
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NGIN
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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
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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
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ONSITE CONCRETE SIDEWALK (ISPWC SD-709)1
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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
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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
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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
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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