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505 E Central Ave #B - DEF 1 - Plan
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505 E Central Ave #B - DEF 1 - Plan
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Entry Properties
Last modified
2/24/2026 5:01:47 AM
Creation date
2/24/2026 5:00:42 AM
Metadata
Fields
Template:
Plan
Permit Number
20181754
30146722
40138703
101117766
101124090
Full Address
505 E Central Ave Unit# B
Street Number
505
Street Direction
E
Street Name
Central
Street Suffix
Ave
Unit Number
B
Document Relationships
101117766 - Permit
(Permit - Plan)
Path:
\Building\Permits\C\Central Ave\505 E Central Ave Unit# B
101124090 - Permit
(Permit - Plan)
Path:
\Building\Permits\C\Central Ave\505 E Central Ave Unit# B
20181754 - Permit
(Permit - Plan)
Path:
\Building\Permits\C\Central Ave\505 E Central Ave Unit# B
30146722 - Permit
(Permit - Plan)
Path:
\Building\Permits\C\Central Ave\505 E Central Ave Unit# B
40138703 - Permit
(Permit - Plan)
Path:
\Building\Permits\C\Central Ave\505 E Central Ave Unit# B
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CITY OF SANTA ANA <br />SPECIFICATIONS <br />PROJECT NO.: XX-XXXX <br />PROJECT TITLE <br /> <br />31 <br />Section 302-5.5 entitled "Distribution and Spreading" of the Standard Specifications shall <br />be modified as follows: <br />Successive courses shall not be laid upon previously laid courses until 24 hours <br />after the previous course was laid. <br />Section 302-5.6.2 entitled "Density and Smoothness" of the Standard Specifications shall <br />be modified as follows: <br />When a 10 foot straightedge is laid on the finished surface both parallel and <br />perpendicular to the centerline of the roadway, the surface shall not vary from the <br />edge of the straightedge more than 1/8 inch, except at intersections or at changes <br />of grade. <br />The Contractor shall construct temporary asphalt concrete ramping with a slope of 1:1 at <br />the edge of open excavation if all of the following occur: <br />1. Clearance between travel lane and open excavation is less than five (5) feet, <br />2. Excavation depth is six (6) inches or deeper, and <br />3. If open excavation will last for more than 48 hours. <br />Payment for construction and removal of temporary asphalt concrete shall be included in <br />other items of work, and no additional compensation shall be allowed therefore. <br />Work determined by the Engineer to conform to the requirements specified below shall <br />be adjusted based upon the relative compaction result from each lot tested in accordance <br />with the following table: <br /> <br />Relative <br />Compaction <br />(Percent) <br /> <br />Reduced <br />Compensa- <br />tion Factor <br /> <br />Relative <br />Compaction <br />(Percent) <br /> <br />Reduced <br />Compensa- <br />tion Factor <br /> <br />95.0 <br /> <br />1.000 <br /> <br />93.4 <br /> <br />0.938 <br /> <br />94.9 <br /> <br />0.998 <br /> <br />93.3 <br /> <br />0.932 <br /> <br />94.8 <br /> <br />0.996 <br /> <br />93.2 <br /> <br />0.925 <br /> <br />94.7 <br /> <br />0.994 <br /> <br />93.1 <br /> <br />0.918 <br /> <br />94.6 <br /> <br />0.991 <br /> <br />93.0 <br /> <br />0.910 <br /> <br />94.5 <br /> <br />0.988 <br /> <br />92.9 <br /> <br />0.902 <br /> <br />94.4 <br /> <br />0.985 <br /> <br />92.8 <br /> <br />0.892 <br /> <br />94.3 <br /> <br />0.982 <br /> <br />92.7 <br /> <br />0.882 <br /> <br />505 E Central Ave <br />#B11/6/2024
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