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7866 Gall Blvd (4)
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7866 Gall Blvd (4)
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Last modified
3/4/2025 3:38:35 PM
Creation date
2/18/2025 3:51:58 PM
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Building Plans
Street #
7866
Location
Gall Blvd
Contractor
IContractors
Building Plans - Permit #
5463
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®®®®®®®®®® .. i <br />GENERAL NOTES: <br />1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK <br />OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY <br />A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE (MIN.) AND PAVED <br />(CONCRETE OR ASPHALT) <br />2. ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH <br />AND LARGER PIPE. <br />3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE <br />REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. <br />4. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. IN ADDITION <br />THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE <br />DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN <br />CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC <br />RESEARCH. <br />5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED <br />WIRE FABRIC AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY <br />STRENGTH OF 3000psi. <br />6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL <br />BE 2 INCHES ABOVE FINISHED GRADE. <br />7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH <br />SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. <br />8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING <br />LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), <br />METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD <br />PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 <br />TRAFFIC BOLLARDS ARE REQUIRED. <br />TEMPORARY METER NOTES: <br />1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND <br />ACCEPTANCE OF THE DEVELOPMENT WATER DISTRIBUTION SYSTEM. <br />2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE <br />WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT <br />AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. <br />3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL <br />ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR <br />ZONE REQUIREMENTS. <br />GENERAL WATER METER ASSEMBLY NOTES <br />RESIDENTIAL OR COMMERCIAL DEVELOPMENT <br />NTS <br />CITY OF ZEPHYRHILLS DECEMBER2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542®� <br />PHONE (813)780-0029 FAX (813)780-0613 <br />RIGHT-OF-WAY <br />SEWER MAIN <br />PVC WYE IN 4" PVC PIPE <br />SEWER MAIN 4" PVC WYE <br />IV4" PVC- PIPE <br />4" PVC 45' BEND <br />PLAN VIEW <br />AS REQUIRED RIGHT-OF-WAY <br />12" <br />N <br />SOLVENT WELDED <br />CAP <br />PROPERTY <br />LINE <br />4" PLUG <br />* * NOTE: MARK ALL POINTS <br />WHERE SEWER SERVICES <br />CROSS CURB WITH A "S" <br />MARK IN CONCRETE. <br />VENT WELDED CAP <br />CONVERT TO CLEAN -OUT UPON <br />FINAL CONNECTION TO CITY SYSTEM <br />—FINAL GRADE <br />4" PVC PIPE <br />I <br />DEPTH AS REQ. PER CLEANOUT <br />INVERTS AS SHOWN ON PLAN & <br />PROFILES <br />4" PVC WYE <br />4" PLUG <br />4" PVC PIPE <br />SEWER MAIN <br />4S' OPE <br />45' BEND OR <br />90' LONG RADIUS SWEEP <br />MANS <br />4" PVC PIPE <br />1 <br />�4" PVC 45' BEND <br />I PVC WYE IN <br />SEWER MAIN <br />NOTE: <br />4" LATERAL ACCEPTABLE FOR <br />SINGLE FAMILY CONNECTION ONLY, <br />SIDE VIEW <br />MULTI -FAMILY, OR COMMERCIAL SERVICE <br />SERVICE SHALL HAVE 6" MIN. LATERAL. <br />SANITARY SEWER SERVICE <br />PVC SINGLE <br />SERVICE <br />CITY OF ZEPHYRHILLS DECEMBER2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 S=5 <br />PHONE (813)780.0029 FAX (813)780-0613........... <br />FRAME AND SOLID LID <br />& NEENAH R-1974—A <br />(ROUND) OR EQUAL <br />TO PIPE O.D. <br />PREMOLDED PLASTIC <br />EXPANSION JOINT <br />MATERIAL <br />CONCRETE ENCASEMENT <br />AS REQUIRED TO <br />ENCASE FITTINGS <br />AS SHOWN <br />PLUG <br />2'-6" SQ <br />AC PAVING OR <br />GRADE <br />0 0 <br />a • . 6„ <br />�-- CONC. COLLAR <br />RAISE TO GRADE IN <br />UNPAVED AREA <br />4" MIN. <br />ENCASEMENT <br />SAND BACKFILL <br />o. EQUAL DIA. PIPE <br />(8" I.D. 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