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PLOTTED: 3/24/2020 03:18 PM JOHN KRAMER FINISHED GRADE F E 3C 0 t_' N U w 0 w 0- J J w IL w IV U- 0 U I oB N 0 NA M N co n w FINISHED GRADE COVER PER TRENCH DETAIL 10' MIN 10' MIN PROPOSED UTILITY .. 0 �$_Qoi9owl1. COVER PER TRENCH DETAIL FULL LENGTH OF PIPE CENTERED AT CROSSING —� SEE MIN VERTICAL SEPARATION t REQUIREMENTS EXISTING UTILITY PIPE OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) FINISHED GRADE MIN `-SAND CUSHION 10'-0" MIN 11.25' ELB (TYP) SEE NOTE . - 1101191ZTll if NOTES: 1. WITH APPROVAL OF THE ENGINEER, CONTRACTOR MAY DEFLECT PIPE INSTEAD OF USING FITTINGS. 2. THIS OPTION IS NOT ACCEPTABLE FOR EXISTING OR PROPOSED STORM SEWER CROSSINGS. ALTERNATE OPTION 1 (SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) DEPTH VARIES -EXISTING UTILITY [SEE MIN VERTICAL SEPARATION REQUIREMENTS (, 10' MIN �T-10' MIN _I PIPE NOTE: WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE INSTEAD OF USING FITTINGS. OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) PER TRENCH DETAIL F-0m, B ,SAND CUSHION 'rf 11.25' ELB (TYP) SEE NOTE /--FINISHED GRADE DEPTH VARIES EXISTING UTILITY 12" MIN (TYP) t" 10'-0' MIN � B I 10'-U' MIN PIPE NOTES: 1. FOR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF FDEP AND THE ENGINEER. 2. WITH APPROVAL OF THE ENGINEER, CONTRACTOR MAY DEFLECT PIPE INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE EXISTING UTILITY PROPOSED UTILITY POTABLE VITY SANITARY SEWAGE STORM RECLAIMED ELECTRIC COMMENTS WATER SEWER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-0" 1'-6" 1'-6" 1'-0" 1'-6" 1'-0" SEE NOTE 1 GRAVITY SANITARY SEWER 1'-6" 1'-0" 1'-0" 1'-6" 1'-6" 1'-0r SEWAGE FORCE MAIN 1'-6" 1'-0" 1'-00 1'-6" 1'-6" 1'-0" SEE NOTE 2 STORM 1'-0" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0" RECLAIMED WATER 1'-6" 1'-6" 1'-6" 1'-0" 1'-0" 1'-0r SEE NOTE 2 ELECTRIC 1'1'-0" 1'-0" 1'-0" 1'-0" 1'-0" TELECOMMUNICATIONS NOTES: 1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF THE ENGINEER. 2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF THE ENGINEER. MINIMUM VERTICAL SEPARATION REQUIREMENTS CONCRETE ENCASEMENT W/ MINIMUM 6" COVER —% PROPOSED UTILITY SECTION A -A v SECTION B-B D CUSHION (ISTING UTILITY EXISTING UTILITY SAND CUSHION PROPOSED UTILITY CONCRETE ENCASEMENT W/ MINIMUM 6" COVER EXISTING UTILITY PROPOSED UTILITY GRAPOTABLE SANITARY SEWAGE STORM RECLAIMED ELECTRIC TREE WATER SEWER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-0" 10'-0" 10'-0" 3'-0» 3'-0" 3'-0" GRAVITY SANITARY SEWER 10'-0" 1'-0" 1'-0" 5'-0" 5'-0" 3'-0" SEWAGE FORCE MAIN 10'-0" 1'-0" 1'-0" 3'-0" 3'-0" 3'-0" STORM 3'-(r 5'-0" 3'-0" 1'-0" 3'-0" 3'-0" 10'-0" RECLAIMED WATER 3'-0" 5'-0" 3'-0" 3'-0" 1'-0" 3'-0" ELECTRIC 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-0" TELECOMMUNICATIONS NOTE: UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. MINIMUM HORIZONTAL SEPARATION REQUIREMENTS TYPICAL UTILITY CROSSING DETAIL n mun o escliv CERTIFICATE OF AUTHORIZATION #1841 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 NTS WASTEWATER TREATMENT FACILITY ADVANCED WATER TREATMENT UPGRADE CITY OF ZEPHYRHILLS, FLORIDA DETAILS ANTHONY R. HOLMES P.E. #70809 SEE MIN HORIZONTAL SEPARATION REQUIREMENTS oar umm PLAN VIEW F E Z 0 H V U) Z OB 0 0 U. PMECr W. DATE A 26110-025-01 MARCH 2O20 ow W. M NO. M13