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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 />150 <br />5. Calculations of static lift, friction losses, and flow velocity (pump curves <br />showing pump operating range shall be submitted). <br />6. Standby power generator size. <br />7. Method of protecting discharge manholes or structures from erosion and damage. <br />8. Thrust block sizes and restraining lengths of pipes and locations (if necessary). <br />9. Method of noise control for each pump and/or generator. <br />10. Any temporary pipe supports and anchoring requirements. <br />11. Design plans and computations for access to bypass pumping locations indicated <br />on the drawings. <br />12. Calculations for selection of bypass pumping pipe size. <br />13. Schedule for installation of and maintenance of bypass pumping piping. <br />14. Submit a sewer overflow emergency response plan. The plan will dictate backup <br />pumping plans, spill containment procedures, spill recovery procedures and <br />emergency call out phone numbers. <br />Provision shall be made by the Contractor for the collection of sewage from cutoff lateral <br />sewers. Lateral sewers shall be reconnected to the main before the termination of every <br />working day. <br />The text of Subsection 306-1.6 of the Standard Specifications is hereby deleted and <br />replaced with the following: <br />Pipe shall be measured along the longitudinal axis between the ends as laid and <br />shall include the actual pipe in place. <br />6.10 POLYVINYL CHLORIDE (PVC) SEWER PIPE <br />Installation and construction of PVC sewer main shall conform to all applicable <br />provisions of the ASTM D2321-05 (or later) “Underground Installation of Thermoplastic <br />Pipe for Sewers and Other Gravity Flow Applications,” Standard Specifications and these <br />Special Provisions and the construction plans. <br />Where indicated on the plans, sanitary sewer pipe shall be Polyvinyl Chloride (PVC) <br />sewer pipe with compression joints conforming to Subsection 207-8 of the Standard <br />Specifications. <br />Underground conduit construction shall conform to all applicable Subsections of Section <br />306 of the Standard Specifications, the Standard Plans and these Special Provisions. <br />PVC sewer pipe shall be manufactured by JM Eagle or approved equivalent. <br />505 E Central Ave <br />#B11/6/2024
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