C2.1_ ADA IMPROVEMENT AREAS A,B,C,&DOFFICEGHPROFESSIO N AL E
OHADIFOETA
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S
E R IC K SONKSSO
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1 0 8 1 3
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
C2.2
ADA IMPROVEMENT
AREAS A,B,C, & D
Feet
0 5 10
Feet
0 5 10
Feet
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Feet
0 5 10
1Keyed Notes
1. CONCRETE PAVEMENT - SEE DETAIL 2/C3.0.
2. THICKENED EDGE CONCRETE SIDEWALK - SEE DETAIL 3/C3.0.
3. CONCRETE PEDESTRIAN RAMP PER ADA STANDARDS - SEE DETAIL
3/C3.0. PROVIDE TRAFFIC YELLOW TRUNCATED DOMES PER ISPWC
SD-712.
4. RETAIN & PROTECT EXISTING ASPHALT PAVEMENT.
5. SAWCUT EXISTING PAVEMENT AT FACE OF EXISTING CURB AND
MAINTAIN NEAT EDGE TO FORM NEW THICKENED EDGE SIDEWALK
AGAINST. PROVIDE 2.0' WIDE PAVEMENT PATCH IF SAWCUT
PAVEMENT EDGE IS DAMAGED.
6. RESTORE LANDSCAPING AND SPRINKLERS TO MATCH
PRE-CONSTRUCTION CONDITIONS.
7. SAWCUT AND MATCH EXISTING CONCRETE AT JOINT.
8. RETAIN & PROTECT EXISTING CONCRETE SIDEWALK.
9. SAWCUT EXISTING CURB.
10. REMOVE AND REPLACE CURB TO MATCH PRE-CONSTRUCTION
CONDITIONS AS NECESSARY FOR NEW SIDEWALK CONSTRUCTION.
11. SAWCUT AND MATCH EXISTING PAVEMENT.
12. GRADE BREAK.
13. FINISHED GRADE OF PEDESTRIAN RAMP TO MATCH THE CURRENT
ASPHALT ELEVATION AT FACE OF CURB.
14. CONCRETE SIDEWALK - SEE DETAIL 1/C3.0.
15. MATCH EXISTING GRADE AT ENTRY PER BUILDING CODE
REQUIREMENTS.
16. ACCESSIBLE PARKING SIGNAGE AND POST PER ADA STANDARDS -
(SEE 5/C3.0).
17. ACCESSIBLE PARKING SIGNAGE AND POST IN BOLLARD PER ADA
STANDARDS - (SEE 6/C3.0). FACE OF BOLLARD TO MATCH FACE OF
SIDEWALK.
18. ACCESSIBLE PARKING STALL STRIPING PER ADA STANDARDS - (SEE
4/C3.0).
19. 4" DIAGONAL STRIPING PER ADA STANDARDS (WHITE).
20. RETAIN & PROTECT EXISTING TRASH ENCLOSURE.
21. RETAIN & PROTECT EXISTING VALLEY GUTTER.
22. SAWCUT AND MATCH EXISTING VALLEY GUTTER.
23. 3.0' WIDE CONCRETE VALLEY GUTTER PER ISPWC SD-708. MATCH
VALLEY GUTTER FLOW LINE AT EACH END AND PROVIDE A
CONTINUOUS CONSTANT SLOPE ALONG THE LENGTH OF THE NEW
VALLEY GUTTER FLOW LINE.
1. ALL PEDESTRIAN RAMPS SHALL COMPLY WITH ADA STANDARDS.
THE LONGITUDINAL SLOPE OF PEDESTRIAN RAMPS SHALL NOT BE
GREATER THAN 12:1; THE CROSS SLOPE MEASURED
PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL NOT BE
GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE
MAXIMUM LONGITUDINAL SLOPE, OR CROSS SLOPE.
NON-COMPLYING WORK SHALL BE REMOVED AND REPLACED AT
CONTRACTOR'S EXPENSE.
2. ALL PEDESTRIAN ROUTES SHALL COMPLY WITH ADA STANDARDS.
THE LONGITUDINAL SLOPE OF PEDESTRIAN ROUTES (EXCLUDING
CURB RAMPS) SHALL NOT BE GREATER THAN 5.0%; THE CROSS
SLOPE MEASURED PERPENDICULAR TO TRAVEL SHALL NOT BE
GREATER THAN 2.0% - NO TOLERANCE IS ALLOWED ABOVE THE
MAXIMUM LONGITUDINAL SLOPE OR CROSS SLOPE.
NON-COMPLYING WORK SHALL BE REMOVED AND REPLACED AT
CONTRACTOR'S EXPENSE.
3. FINISHED GRADE OF ACCESSIBLE PARKING STALLS AND LOADING
AREAS SHALL NOT EXCEED 2.0% IN ANY DIRECTION, NO TOLERANCE
IS ALLOWED ABOVE THE MAXIMUM SLOPE. NON-COMPLYING WORK
SHALL BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE.
4. SAWCUT EDGES AT PAVEMENT MATCH LOCATIONS SHALL BE
SHARP, CLEAN, UNDAMAGED EDGES. DAMAGED ASPHALT
PAVEMENT EDGES SHALL BE RE-SAWCUT PARALLEL TO THE
SAWCUT LINES SHOWN WITHOUT JOGS OR NEW ANGLE POINTS. NO
SEPARATE PAYMENT SHALL BE MADE FOR ADDITIONAL SAWCUT OR
PAVEMENT REPAIR.
5. ALL DEMOLITION REQUIRED TO CONSTRUCT THE PROPOSED
IMPROVEMENTS IS INCIDENTAL TO THE WORK.
10. ALL SURFACE RESTORATION INCLUDING BUT NOT LIMITED TO
ASPHALT PAVEMENT, CONCRETE PAVEMENT, SIDEWALK, CURB AND
GUTTER, LANDSCAPING, AND IRRIGATION ARE INCIDENTAL TO THE
WORK. CONTRACTOR SHALL ASSESS JOB CONDITIONS, AND SCOPE
OF WORK, AND INCLUDE ALL SURFACE RESTORATION AS REQUIRED
TO COMPLETE THE WORK IN THE BID - NO SEPARATE PAYMENT
SHALL BE MADE.
11. TRANSITIONAL SIDEWALK PANELS ARE SHOWN WHERE NEW
SIDEWALK IMPROVEMENTS MATCH EXISTING SIDEWALK
IMPROVEMENTS THAT DO NOT COMPLY WITH ADA SLOPE
REQUIREMENTS. TRANSITIONAL SIDEWALK PANELS SHALL BE
SMOOTHLY WARPED FROM THE NON-COMPLYING CROSS SLOPE TO
A COMPLYING CROSS SLOPE OF 1.0%.
Notes1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%1.0%0.0%0.0%
0.0%
0.0%
4.00'4.00'4.00'23.00'26.00'1.0%1.0%1.8%
0.0%
TRANSITION FROM 1.0% SIDEWALK CROSS
SLOPE TO MATCH EXISTING CROSS SLOPE
1 1
1
1
1
1
1 1
MAX
7.5%
MAX
7.5%
5.00'
8.00'
7.00'6.00'6.00'
16.74'±
2 2
3
4
4
4 4
4
4
55
6
7
7
14
8
9
10
9
10
6
6
0.0%
0.0%1.0% MAX
1.0% MAX
20.01'±
TRANSITION FROM 1.0% SIDEWALK CROSS
SLOPE TO MATCH EXISTING CROSS SLOPE
5.94'
22.50'
2.00'2.00'2.00'
5.00'
8.00'
9.50'1.0%1.0%2.0%1.0%1.0%2.4%MAX
7.5%
MAX
7.5%6.00'0.0%
0.0%2.4%21.00'22.00'21.00'18.00'
18.00'19.00'11
11
11 1.0%1.0%0.0%0.0%
0.0%
0.0%
1 1
1
1
1
1
1 1
4
4
55
1119.00'2.0%1.0%1.0%6 663
2 2 2
7
8
8 8
7 7
4
4
11
11
1.8%1.8%12
12
12
12
12
12
7.10'±
TRANSITION FROM 1.0% SIDEWALK CROSS
SLOPE TO MATCH EXISTING CROSS SLOPE
5.00'
21.00'
2.00'2.20'2.00'
5.00'
8.00'
8.00'1.0%1.0%3.4%1.0%1.0%2.3%MAX
7.5%
MAX
7.5%6.00'0.0%
0.0%2.3%21.20'22.00'21.00'18.00'1.0%1.0%0.0%0.0%
0.0%
0.0%
1 1
1
1
1
1
1 1
4
4
55
11 19.00'3.4%1.0%6 63
2 2
8
8 8
7 7
4
4
11
11
12
12
12
667
2
4.89'±
TRANSITION FROM 1.0% SIDEWALK CROSS
SLOPE TO MATCH EXISTING CROSS SLOPE
1.0%1.0%13 13
13
2.00'2.00'2.00'21.00'25.00'21.00'1.0%1.0%0.0%0.0%
0.0%
1 1
1
1
1
1
1 1
4
4
11
1119.00'4
4
11
11
12
12
12
5.00'8.00'8.00'
0.0%
0.0%0.0%1.0%36.40'2.5%2.5%8
7
11
11
11 1 11.0%1.0%1.0%15
16 16
16
17176.00'6.40'±
141414
20
1818
18
18 18
19
19
19
19
TRANSITION FROM 1.0% SIDEWALK CROSS
SLOPE TO MATCH EXISTING CROSS SLOPE
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 AHO
2121
2222
111111
2.00'TRANSITIONFROM NEWLIP OFGUTTER TOEXISTINGPAVEMENTMATCH444
FLOWFLOW
FLOW FLOW
23
35.62' ±6.00' ±2.00'7.85'
2 222
2 2
4 4
8
1.0%1.5%1.5%6
5.00'
6.00'
07/01/2020