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Autumn Palm Villas
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Last modified
3/4/2025 5:34:59 PM
Creation date
2/18/2025 3:53:45 PM
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Building Plans
Contractor
Reiker Construction
Building Plans - Permit #
3321
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/ PER FT <br />BEN <br />B�NGH SLOPE <br />(JAIN) (TYP) <br />INFLUENT SEWER (TYP) SEE EXHBIT S-2A <br />AND -EXHIBIT S-4 (IF APPLICABLE) <br />SHAPE TO FORM WfArC . fP SNHOI� —CHANNEL <br />EASY FLOW 0 EE <br />CURVES EXHIBIT S-10 <br />EFFLUENT SEWER <br />SEE EXHIBR S-2 <br />PLC E£ HOLE��ASPKALT <br />P <br />DETAL 7 S A <br />NON -SHRINK. GROUf\_ <br />FI N GRAAE <br />yg <br />VARIABLE <br />ADJUSTMENT <br />y F <br />WJCONCRETE <br />MING R6N <br />3 <br />, <br />(8' MIN. TO 1"' <br />.•- <br />2 <br />MAX.) <br />�b <br />TONGUE REINFORCING (TYP) <br />nIi <br />MI <br />SEE SEG" JOINT <br />DETAIL (TYP) <br />SEE M leff S-19 <br />123 OR 4 FT <br />LENGTHS A5 REtk"17. <br />-'- GROUT <br />-N4. 57 STONE (Ir THICk) PREPARE SU9l"tWE <br />tYP 'IN ACCOADANCE 1WH THE SPECF01TIONS <br />1�CONNECTIONS AND GROUTING IN MANHOLE ARE SCHEMATIC. <br />SEE ACTUAL DWGS FOR PIPE DIAMETERS, LOCATIONS AND <br />INVERTS, <br />2. COAT OUTSIDE OF MANHOLE AS SPECIFED. <br />3. UNE INSIDE OF MANHOLE AS SPECIFIED. <br />SECTION <br />MANHOLE - ECCENTRIC PRECAST CONCRETE <br />NTs <br />CITY OF ZEPHYRHILLS NOVEMBER2018 <br />STANDARD DETAILS <br />CITY OF ZEPWRHILLS UTILITY DEPARTMENT <br />39$25 ALSTON AVENUE ZEP14YRHILM FLORIDA 33542 <br />PHONE ($13)7$0-0429 fAX (813)7844613 <br />11■ <br />RIGHT -OFF -WAY <br />SEWER MAIN <br />,PVC WYE IN 4" PVC PIPE <br />SEWER MAIN <br />4" PVC W'YE k <br />64" PVC- PIPE <br />4'PVC 45' SEND <br />PLAN VIEW <br />AS ItE4Ul{2ED 14 RIGHT -"OF -WAY <br />SOLVENT WELDED <br />CAP <br />PROPERTY <br />i %uNE <br />+--�- <br />4" PLUG <br />* * NOTE: MARK ALL POINTS <br />WHERE SEWER SERVICES <br />CROSS CURB WITH A "S" <br />MARK IN CONCRETE. <br />)LVENT WELDED CAP <br />CONVERT TO CLEAN -OUT UPON <br />-FINAL CONNECTION TO CITY SYSTEM <br />—FINAL GRADE <br />4 PVC PIPE <br />DEPTH AS REO. PER CLEANOUT <br />INVERTS A9 SHOWN ON PLAN <br />PROFILES <br />4" PVC, WYE <br />4- PLUG <br />4" PVC PIPE <br />SEWER MAIN <br />45' BEND OR <br />90" LONG RADIUS. SWEEP <br />4" PVC PIPE <br />4' PVC 46' BEND <br />I VC WYE IN <br />p SEWER MAIN <br />NnTE: <br />II <br />4" LATERAL ACCEPTABLE FOR <br />SIN(LE 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 DECEMBER 2015 <br />STANDARD DETAILS <br />'A CITY 'OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39$26 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 <br />PHONE (813)780-0029 FAX (813)7$0+0613 <br />Sw5 <br />rLV <br />0 <br />SECT'1CTN A -A <br />SCAU : 6 <br />MANHOLE COVER DETAIL <br />NOT TO SCALE <br />DECEMBER 2 01 5 <br />r CITY OF ZEPHYRHILLS <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39$25 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 <br />PHONE {$13}78Q•0029 FAX (813)780-0613Sw1A <br />SEWER MAIN <br />RIGHT-OF-WAY <br />SEWER MAIN I SOLVENT WELDED <br />CAP <br />PVC WYE IN 4" PVC PIPE <br />%SEWER MAIN 6"x4" PVC <br />DOUBLE WYE <br />PROPERTY <br />LINE <br />/ 6'CIEANOl1Td <br />6" PVC- PIPE <br />6" PVC 45' BEND 4" PVC PIPE * * NOTE: MARK ALL POINTS <br />WHERE SEWER SERVICES <br />PLAN VIEW CROSS CURB WITH A "S" <br />MARK IN CONCRETE. <br />AS REQUIRED RIGHT—OF-WAY <br />12" SOLVENT WELDED CAP <br />MIN. <br />CONVERT TO CLEAN -OUT <br />UPON FINAL CONNECTION <br />v TO CITY SYSTEM. <br />FINAL GRADE <br />:j "7/, '77, <br />4^ PVC PIPE <br />DEPTH AS RED. PER CLEANOUT <br />INVERTS AS SHOWN ON PLAN & <br />PROFILES <br />6"x4" PVC <br />DOUBLE WYE <br />6" PVC PIPE 6" CLEANOUT TO <br />GROUND LEVEL <br />45' BEND OR <br />\ VS' , 0% MINSLOp� 6" PVC PIPE 90' LONG RADIUS SWEEP <br />6" PVC 45' BEND <br />PVC WYE IN <br />SEWER MAIN <br />SIDE VIEW <br />SANITARY SEWER SERVICE <br />PVC DOUBLE SERVICE <br />NOT TO SCALE <br />CITY OF ZEPHYRHILLS DECEMBER2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 <br />PHONE (813)780-0Q29 FAX (813)788-0613 S-6 <br />INVERT <br />CHANNEL TOP <br />CHANNEL BOTTOM <br />(SEE NOTE) <br />GROUT <br />FLEXIBLE CONNECTOR <br />FILL ANNULAR SPACE <br />W/NON-SHRINK GROUT <br />/-EFFLUENT SEWER PIPE <br />NQT <br />PROVIDE SMOOTH TRANSITION IN CHANNEL <br />BOTTOM FROM INFLUENT IE TO EFFLUENT IE. <br />MANHOLE - CONNECTION <br />TO EFFLUENT GRAVITY SEWER <br />NTS <br />CI OF Z PHY LS NOVEMBER 2018 <br />CITY E <br />4 r RIL <br />InI,. STANDARD DETAILS <br />CITY QF ZEPHYRHILLS UTILITY DEPARTMENT <br />39025 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 <br />PHONE (813)780-0029 FAX (813)780-0613 S=2 <br />-" `'" , <br />AC PAVING OR <br />FRAME AND SOLID LID <br />/� GRADE <br />& NEENAH R-1974-A <br />/I <br />(ROUND) OR EQUAL <br />TO PIPE Q.C. <br />v„ <br />. <br />�' `---- - CONC. COLLAR <br />RAISE TO GRADE IN <br />UNPAVED AREA <br />PREMOLDED PLASTIC <br />EXPANSION JOINT <br />4•" MIN, <br />MATERIAL <br />ENCASEMENT <br />3" <br />TYP. <br />BACKFILL <br />$AND <br />CONCRETE ENCASEMENT <br />a EQUAL ILIA, PIPE <br />4, (' I.D. MAX,) <br />AS REQUIRED TO <br />'`�. <br />° <br />ENCASE FITTINGS <br />°¢ ` <br />° ' (1)2'-T JOINT — <br />AS SHOWN <br />UNDISTURBED SOIL <br />v1 RAVITY CLEANOUT <br />NOT TO SCALE <br />CITY OF ZEPHYRHILLS NOVEMBER 201 <br />' STANDARD DETAILS <br />CITY OFZEPHYRNILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 SM9 <br />PHONE (813)780.0029 FAX ($13)7804613 <br />FLEXIBLE CONNECTOR <br />FILL ANNULAR SPACE <br />W/NON—SHRINK GROUT <br />INFLUENT SEWER PIPE <br />:::�, <br />GROUT <br />[HANNEL TOP <br />CHANNEL BOTTOM <br />SEE NOTE <br />�s <br />NOTE: <br />PROVIDE SMOOTH TRANSITION IN CHANNEL BOTTOM FROM <br />INFLUENT IE TO EFFLUENT IE. <br />MANHOLE - CONNECTION TO <br />INFLUENT GRAVITY SEWER <br />NTS <br />NOVEMBER 2018 <br />CITY OF ZEPHYRHILLS <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 <br />PHONE (813}7$0-0029 FAX ($13)780-0613S=2A <br />VALVE TYPE <br />+ PV-PLUG VALVE <br />6' -- <br />PV <br />DIRECTION AND NO OF L-20 <br />TURNS TO OPEN <br />11T LETTERS CAST IN 3" � <br />DIA BRONZE DISK (TYP) <br />SERVICE TYPE <br />—s VALVE SIZE <br />VALVE IDENTIFICATION <br />DISK ANCHORED TO CONCRETE <br />Ibo <br />CAST IRON LID WITH RAISED <br />LETTERS "WATEW <br />PAINTED GREEN (SEWER) OR <br />PURPLE (RECLAIM) <br />SEE NOTE g <br />39" X 5' <br />him CONCRETE PAD <br />LOCATOR WIRE ACCESS-7' SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W/ <br />RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ 12" <br />OF EXTRA WIRE <br />PLAN VIEW <br />0 5' OC, 2" FROM TOP <br />VALVE COLLAR AND IDENTIFICATION DISK <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 S-14 <br />C ON S U LT I ER <br />N S P. A. <br />Customer Loyalty through Client Satisfaction <br />www.maserconsuIting.com <br />Office Locations: <br />■ NEW JERSEY ■ NEW MEXICO <br />■ NEW YORK ■ MARYLAND <br />■ PENNSYLVANIA ■ GEORGIA <br />■ VIRGINIA ■ TEXAS <br />■ FLORIDA ■ TENNESSEE <br />■ NORTH CAROLINA ■ COLORADO <br />State of F.L. C.O.A.: 30301 / LB7388 <br />Copyright © 2021. Maser Consulting. All Rights Reserved. This <br />drawing and all the information contained herein is authorized for <br />use only by the party for whom the services were contracted or to <br />whom it is certified. This drawing may not be copied, reused, <br />disclosed, distributed or relied upon for any other purpose without <br />the express written consent of Maser Consulting, P.A. <br />PROTECT YOURSELF <br />ALL STATES REQUIRE NOTIFICATION OF <br />® EXCAVATORS, DESIGNERS, OR ANY PERSON <br />PREPARING TO DISTURB THE EARTH'S <br />SURFACE ANYWHERE IN ANY STATE <br />Know what's below. <br />Call before you dig. <br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS <br />VISIT: WWW.CALL81 LCOM <br />Z <br />E <br />w <br />O <br />J <br />1 <br />O <br />0 <br />U <br />d <br />CLCL <br />Q <br />Z <br />U <br />Q <br />W <br />Z <br />F <br />J <br />Z <br />O <br />ZZ <br />U <br />a <br />i <br />Z <br />U <br />U <br />O <br />cc: <br />0� <br />Z <br />aLU <br />a <br />a <br />vai <br />U <br />w <br />U/ <br />w <br />N <br />w <br />N <br />W <br />> <br />o <br />m <br />Z <br />a <br />a <br />a <br />3t <br />0 <br />LU <br />N <br />O <br />Q <br />N <br />Ln <br />C4 <br />STUART ROGERS <br />FLORIDA PROFESSIONAL <br />ENGINEER - LICENSE NUMBER: 42718 <br />PRELIMINARY PLAT & <br />IMPROVEMENT PLAN <br />FOR <br />AUTUMN PALM <br />DRIVE, LLC <br />PARCEL ID: <br />15.26-21.0030-08100-0010 <br />CITY OF ZEPHYRHILLS <br />PASCO COUNTY <br />FLORIDA <br />TAMPA OFFICE <br />5471 West Waters Avenue <br />Suite 100 <br />Tampa, FL 33634 <br />Phone: 813.207.1061 <br />Fax: 813.281.1050 <br />SCALE: DATE: DRAWN BY: I CHECKED BY: <br />AS SHOWN 12131/11 AM SMR <br />PROJECT NUMBER: DRAWING NAME: <br />19002495A C.DTLS <br />SHEET TITLE: <br />UTILITY DETAILS <br />SHEET NUMBER: <br />15 of 21 <br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. <br />
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