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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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Last modified
2/24/2026 5:01:47 AM
Creation date
2/24/2026 5:00:42 AM
Metadata
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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 />177 <br />Fittings shall be ductile iron fittings as specified in Special Provisions Section 7.09 and <br />shall be mechanical joint (M.J.) or flanged (FLG). No push-on joint fittings or <br />connections shall be allowed unless specifically approved by the Engineer. All <br />valves to fitting connections shall be flanged. Valves for lateral lines, hydrant leads <br />and service lines shall be bolted directly to main line tee, unless otherwise noted on plans. <br />Where it is necessary to install a reducer or other type of fitting between the lateral valve <br />and main line, said fitting shall be flanged at both ends. <br />All ductile iron fittings shall be manufactured in accordance with all applicable <br />requirements of ASTM, ANSI/AWWA Standards and Specifications. <br />Ductile iron fittings shall conform to AWWA C110 or C153. All fittings shall have a <br />bituminous coating in accordance with AWWA C151 and C110. <br />All flanged fittings and connections shall comply with the applicable provisions of <br />AWWA C110. The bolt circle and bolt holes of these flanges shall match those of the <br />Class 125 flanges shown in ANSI B16.1. <br />The Contractor shall coordinate the flange requirements with the connecting pipe and <br />valve manufacturers. <br />Contractor shall provide flange to connecting pipe adaptors as needed. Adaptors may be <br />flange by mechanical joint (FLG x M.J.) adaptor or Megaflange-Flange adapter. "E-Z <br />Flange" and similar setscrew type adaptors are not acceptable. Grip rings for PVC pipe <br />restraint, such as Romac RomaGrip is acceptable. <br />Concrete thrust blocks shall be provided at all valves, fittings and hydrants in accordance <br />with AWWA Standards and City of Santa Ana Standard Plan Nos. 1412 and 1420. Type <br />V cement shall be used for all concrete thrust blocks. <br />The minimum cover to top of pipe shall be 36" to finished surface except as noted on the <br />plans and with the approval of the Engineer. <br />The pipe and fittings shall be lowered into the trench. Do not throw the pipe or fittings <br />into the trench. <br />All buried ductile iron metallic fittings shall be encased in conformance with <br />ANSI/AWWA C105-A21.5 Standard and these Special Provisions. <br />All ductile iron pipe, fittings, valves, appurtenances, blowoffs, air valves, and service taps <br />buried underground shall be encased or wrapped with 10-mil linear low-density (LLD) <br />polyethylene film. Any existing or connecting pipe and appurtenances that are exposed as <br />a result of this pipe installation shall be cleaned and wrapped with polyethylene tubing <br />and or sheeting per ANSI/AWWA C105-A21.5. Method- B for ductile iron encasement <br />installation will not be allowed. <br />505 E Central Ave <br />#B11/6/2024
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