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D 18 FT STEEL CASING FLEXIBLE J WATER MAIN ENCASEMENT COUPLING (TYPICAL) *f 10 FT 10 FT — PVC WASTEWATER GRAVITY MAIN NOTES: 1. WHERE WATER AND SEWER CROSS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, THE GRAVITY SEWER SHALL CONSIST OF 18 FT OF STEEL ENCASED PVC PIPE CENTERED ON THE POINT OF THE CROSSING AS DETAILED ABOVE. 2. WHERE WATER MAIN CROSSES BELOW SEWER MAIN, BOTH THE GRAVITY AND THE WATER MAIN MUST BE ENCASED, GRAVITY MAIN AND WATER MAIN INTERSECTION DETAIL NTS ® CITY OF ZEPHYRHILLS DECEMBER2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILTY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 S-16 VALVE COLLAR IFICATION DISC TRACING WIRE ADJUSTABLE VALVE BOX -- SEE NOTE --- TRACING "HIRE — FINISH GRADE OR PAVEMENT f�i�<9^�l✓i'. —HAND TAMPED BACKFILL AT TOP SECTIONT OPERATING NUT -CI VALVE BOX SHALL REST ON BEDDING ROCK, NOT ON THE PIPE FDOT #57 STONE (6r DEEP) -- PIPE VALVE COMPACTED FDOT #57 STONE G I GLENGTH EN H ( 6" WIDTH OF BEDDING EQUALS LAYING WIDTH OF VALVE t 1 Z' (16" BEYOND EA SIDE) NOTES: 1. EXTENSION €7F VALVE SOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 2• VALVE STEM EXTENSION(S) REQT TO MAINTAIN 2` DEPTH TO OPERATING NUT ON DEPRESSED MAIM 'W1316" OR MORE COVER; GATE VALVE BOX NTS CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)7$0-0029 FAT( (813)786-M13 W=3 COVER PER 12ENC1-_ DETAIL (TYP) FINISHED GRADE SEE CX ILO G-3 10' VIN 10' MIN PROPOSED UTILITY FULL LENGTH OF SEE MIN VERTICAL PIPE CENTCRED l SEPARATION REQUIREMENTS AT CROSSING l.I'„!,` q EXISTING UTILITY PIPE OPTION 1_ SUFFICIENT COVER AND SEPARATION AVAILABLE] SAND CUSHION FINISHED GRADE MIN 11:25' ELB (TYP) COVER PER TRENCH DETAIL (TW) - SEE NOTE SEE EXHIBIT G-3 - `'� 6' MNf PROPOSED UTILITY :0'-0" MW f' 10'-O' MIN -I CONCRETE FULL ENCASEMENT (EXXISTING UTILf(Y J PIPE P NOTE: WITH APPROVAL OF ENGINEER; CONTRACTOR MAY DEFLECT PIPE PS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 1 )SUFFICIENT COVER OR SEPARATION NOT AVAILABLE) MINIMUM VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE : WATER SAA�ITARVITY '(I SEWAGE SEWER I FORD E MAIN STORM RECLAIMEDELECTRIC WATER TELECOMMUNICATIONS COMMENTS PCTABLE WATER -.-.�-0"( 10 1 2) 1 -G.'(1 2). .1 -0'O ._. 1'-0° �--- 1 0 ----- '" SEE NOTE 1 GRAVITY SANITARY SEWER 1 S"(2) i 0 1. 1-0 P-6" 1 -T(2) 1 -0" SEWAGE FORCE MAIN 1' C(2) 1' 0• 1 "-0" 1'-0" 1'-6"(2) I V-0' SEE NOTE 2 _- STORM rt'-T(1) 1' 6• "-0" _- 1,-0' v-p"—__-_1,-0"- ._--j RECLAIMED WATER 1,-0• 1'-6' v-G' 1'-W 1-0" I 1'-0, SEE NOTE 2 ELECTRIC 1'-0" i'--0" 1'-..0' 1'-d' 1'-0" 1,4' TELECOMMUNICATIONS (1) FAO 62-555.314 (2) FAC 62-604.400 (3) FAC 62-610.469 NOTES: 1. ONLY OPTION 1 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. 2. ONLY OPTION 2 CONSTRUCTION IS ALLOWED WITHOUT APPROVAL OF ENGINEER. MINIMIIM VFRTICAI SFPARATIAN RF(JIIIRFMFNTS MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY PROPOSED UTILITY POTABLE GRAVTY SSEWER SEWAGE STORM RECLAIMED ELECTRIC WATER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1-0• 10'-V(1,2) 10'-0"(1,2) 3'-0"(1) 3'-O"(1,3) 3'- Or GRAVITY SANITARY SEWER TO'-0"(2) 1,-C 1'-0` 3'-0• 3'-T 2) 3'-0" SEWAGE FORCE MAIN 10'-0•(2) __ 1'-0"- _ 1'-0" 3'-0' _..-T-T(2) g'-p' STORM 3' T(1) 3'-0" 3'-0• 1'-0" 3'-0" 3'-0' RECLAIMED WATER 3'-0 1,3 1 3'-0"(2) 3'-0"(2) 1 3'-0" 1 1 O` 1 3'-0" ELECTRIC TE7_EGOMMUNICATIONS (1) FAC 62-555.314 ,N0 L (2) FAC 62-604.400 UTILITIES SHALL NOT BE INSTALLED WITHIN THE DRIP LINE OF TREES WITHOUT PRIOR (3) FAC 62-610.469 WRITTEN APPROVAL FROM THE ENGINEER. FINISH D GRADE PROPOSED UTILITY COVER PER TRENCH OEPTH VARIES TING U-ILITY DETAIL TYP SAND CUSHION EXISTING (TYP) EXISTING UTILT Y SEE EXH'�.BIT C-3 SEE MIN VERTICAL FULL LENGTH OF PIPE - CENTERED AT CROSSING SEPARATION REQUIREMENTS PROPOSED UTILITY ��,\ 11.25' ELB (TYP) f SEE NOTE SECTION A -A 10 MIN ial MIN FXISTING UTILITY ZPIPE NOTE. - ° - - WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DEFT-ECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. SAND CUSHION OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) PROPOSED UTILITY FINISHED GRADE EXISTING UTILITY B 112" DEPTH VARIES CONCRETE FULL ENCASEMENT SECTION B-B SANG CU51110N !-1 -._'`-�M� MIN 6• INS•, PIPE 0.0. 6' MIN _ \ \� s 1.25• La (TYP) SEE NOTE 2 o PROPOSED UTwTY IB 0 - - FUEL CONCRETE - ENCASEMENT 10'-T MIN q PIPE 10'-0" MIN 2500 PSI (MIN) CONCRETE 7n z g 1_0 OR PROPOSED WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FDEP ON A CASE C NCRETE ENCASEMENT BY CASE BASIS. NIS 2. WTH APPROVAL OF ENGINEER,. CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 _(SUFFICIENT SEPARATION NOT AVAILABLE) e ICE TYPE VALVE TYPEVALVE SIZE s GV - GATE VALVE : BFV- BUTTERFLY VALVE VALVE IDENTIFICATION DISK ANCHORED TO CONCRETE DIRECTION AND NO OF TURNS TO OPEN I/Ir LETTERS CAST IN S-1 \4` DIA BRONZE DISK (TYP) EAST IRON LID WITH RAISED LETTERS "WATER PAINTED BLUE (POTABLE) OR RED (FIRE)' SEE NOTE 2470 X C THICK CONCRETE PAD NOTE LOCATOR WIRE ACCESS-Z SCH 3 PVC. FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ P.ECESSEtI NUT. TERMMIATE INSULATED, SOLID 14 {s'AUGE COPPER LOCATOR WIRES AT TOP W/ 12" OF EXTRA WIRE PLAN VIEW l4!^T4 uwxu ,¢ 0 5" OC. 2' FROM TOP VALVE COLLAR AND IDENTIFICATION DISK NTS a CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33UZ PHONE (813)780-0029 FAX (813)780-0813 Ww5__j UTILITY CONFLICT )N STOP (V208) SERVICE LIME, SEE PLAN FOR SIZE AND MATERIAL TYPE EEEiil FLOW —• WATER MAIN- "SERVICE SADDLE NOTE: I- :SIZE OF SERVICE SADDLE OUTLET, CORPORATION STOP, ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE LINE SIZE UNLESS NOTED OTHERWISE 2, PLASTIC INSERTS ONLY (NO METAL) FOR r AND 1" POLY CONNECTIONS. SERVICE TAP NTS CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS. FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0513 W 09 VALVE COLLAR AND IDENTIFICATION DISK SEE EXHIBIT W-5 F� z FINISH GRADE 10 ~— CAST IRON ADJUSTABLE Q VALVE BOX TAPPING VALVE FLANGED CONNECTION REACTION BLOCK UNDISTURBED SEE EXHIBIT EARTH P o g G-6A (TYP) 0 MJ CONNECTION MJ TAPPING SLEEVE NOTES: 1. ALL BRASS/STAINLESS PIPE AND FITTINGS SHALL BE THREADED SCH. 40. 2. CAM —LOCK MALE ADAPTER & DUST CAP SHALL BE ALUMINUM/THREADED. 3. ACTUAL LENGTH OF BRASS/STAINLESS PIPELINE TO BE DETERMINED IN THE FIELD. 4. DEFLECT OR INSTALL FITTINGS AS REQUIRED TO MAINTAIN COVER AND TO SET BLOW —OFF ASSEMBLY PLUMB. 5. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1/2 OF THE ADJUSTMENT LENGTH FOR FUTURE USE. 6. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED MAIN W/36" OR MORE COVER. WET TAPPING SLEEVE AND VALVE DETAIL NTS ® CITY OF ZEPHYRHILLS DECEMBER2015 y.W STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W-2 PHONE (813)780-0029 FAX (813)780-0613 TYPICAL SINGLE SERVICE (NEAR SIDE) 1"O"xl" WYE WITH 2 E CURBSTOPS FOR DOUI3LE W,/W, (—t INCH PE TUBING sd SERVICE STORM STRUCTURE (FAR SIDE) TYPICAL DUAL SERVICE, SHALL BE USE TWO q2) SWO;LE SERVICES WHEN CONFIGURED AS 2 INDIV SERVICES IN SEPAIIATED BY STORM STRUCTURES SEPARATE SLEEVES. 0 jsew CURB S 1 ISOLATION VALVE WATER [DISTRIBUTION MAIN NOTES. CORP. STOP t. SLEEVE SHALL BE EXTENDED 24 INCH PAST ANY PAVED SURFACE WITHIN DEDICATED R/W, 2. EACH SERVICE SHALL TERMINATE AT A CURB STOPS) WHICH SHALL BE BURIED APPROXIMATELY 6 INCHES BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2 INCH x 2 INCH x 1S INCH STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE LOT(S) NUMBER SERVED- 3. STATIONING NOT REQUIRED IF SERVICE IS LOCATED ON LOT LINE. C 18 INCH MIN. SPACING BETWEEN SERVICE TAPS DPI WATER MAIN SHALL BE MAINTAINED. 5. A NEARSIDE DUAL SERVICE CONNECTION SERVICING MORE THAN ONE RESIDENCE iS ONLY ALLOWED WHERE RECLAIMED WATER SERVICE 15 AVAILABLE. S. SEAL END OF CASING SIMILAR TO EXHIBIT 0--7, RESIDENTIAL SINGLE METER SERVICE (NEAR AND FAR SIDE) NTS CITY OF ZEPHYRHILLS APRIIL2020 �'- - STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 30925 ALSTON AVENUE ZEPHYRHILLS; FLORIDA.33542 PHONE 813 780-0029 FAX 813 780-0613 Ww9A_j 1 ER� 4Nt O N S U L T I N O P. A. Customer Loyalty through Client Satisfaction www.maserconsuIting.com Office Locations: ■ NEW YORK ■ MARYLAND ■ PENNSYLVANIA ■ GEORGIA ■ VIRGINIA ■ TEXAS ■ FLORIDA ■ TENNESSEE ■ NORTH CAROLINA ■ COLORADO State of F.L. C.O.A.: 30301 / LB7388 Copyright © 2021. Maser Consulting. All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Maser Consulting, P.A. PROTECT YOURSELF ALL STATES REQUIRE NOTIFICATION9OFEXCAVATORS, DESIGNERS, OR ANY PEPREPARING TO DISTURB THE EARTH SURFACE ANYWHERE IN ANY STATE Know what's below. Call before you dig. FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT: VVWW.CALL81 I,COM Z E OU Z F Q O O UCL a Q O F Q w Z O Z U O Z_ U U O d 0� Z n O~ d D_ O W U H Lu N ti Lu w w o m Z Q r) W c o c F— N N � T . 0 N u1 tY STUART ROGERS FLORIDA PROFESSIONAL ENGINEER - LICENSE NUMBER: 42718 PRELIMINARY PLAT & IMPROVEMENT PLAN FOR AUTUMN PALM DRIVE, LLC PARCEL ID: 15.26-21.0030-08100-0010 CITY OF ZEPHYRHILLS PASCO COUNTY FLORIDA TAMPA OFFICE 5471 West Waters Avenue Suite 100 Tampa, FL 33634 Phone: 813.207. 1061 Fax: 813.281.1050 SCALE: DATE: DRAWN BY: CHECKED BY: AS SHOWN 1 12/31119 AM SMR I PROJECT NUMBE - 1 R. DRAWING NAME: 19002495A C-DTLS SHEET TITLE: UTILITY DETAILS SHEET NUMBER: 16 of 21 NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION.