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SAN. MH <br />SAN- I <br />nLV <br />V -v11 <br />23"X14" HERCP <br />T-0" I <br />CLEAR <br />8" C-900 PVC WATERM) <br />8" 90' BENDS <br />CASING. S <br />DETAIL SHEET FC <br />MORE INF, <br />S <br />4— 8" 90° BENDS (TYP.) <br />0+89'X8" TEE WITH 8" <br />VALVE INTO EXISTING <br />8" WATER MAIN <br />MEN <br />#Yl v <br />COVERED BRIDGE BOULEVARD <br />23' ASPHALT PAVEMENT <br />85 <br />8"X8" TEE WITH VALVE INTO <br />EXISTING 8" WATERMAIN. <br />75 <br />8" 90° BENDS (TYP.) <br />70 <br />CASING TO EXTEND 8'-0" <br />:ROM EDGE OF PAVEMENT <br />0+00 0+88.88 <br />PROFILE OF WATERMAIN <br />HORIZONTAL: I " = 40' <br />VERTICAL: I" = 4' <br />i _ <br />m I "' S. <br />INLET in n O <br />I f11 I w m <br />r X S"4 N m <br />m•.�� --I ivs . , O rn <br />rn <br />LA SAN. MH S (P-4) K m <br />00 <br />T T m LIFT STATION�LS "Z <br />Op DO' o <br />r-Z I N <br />m <br />3 <br />D < :o <br />_ Z Cl o u <br />� eN <br />r� ^ <br />'C' INLETS <br />OC-2 <br />AUTUMN PALM DRIVE M 01 <br />60.00'�RIGHT OF-- YTA7— <br />23' ASPHALT PAVEMENT A m 4A <br />C �,. W_ O <br />--w W t - <br />` D ,, Z <br />m <br />-C <br />95 <br />9( <br />8! <br />8( <br />18" MIN <br />CLEARANC <br />7! <br />7( <br />00 <br />00 <br />Y <br />D <br />I m 10 <br />� % p 1a D <br />w <br />rJ 84 0 �s e r3r <br />_ 8Z -$3- X a I 3 70 <br />� I <br />r. + MB n <br />• <br />C ; 2 00 <br />- FM TM M FM ,.N. FM FM FM -- FM FM- FM FM : <br />$ P 3 f — <br />JNW <br />��!1 <br />Iip WV <br />w +' 41 Y r <br />-Lt. 2' <br />m 0 <br />—n p cn <br />0 — � it <br />n�o a:a <br />Dn4& XX I <br />_ N O Ll <br />o ) Zy <br />Z ZC y0 <br />p <br />Ln <br />n- -mi p -v `n <br />m r- <br />Lop) r <br />I D my0nycXO <br />0 n - . <br />�xZ--16 <br />°0�ZZ <br />S <br />E <br />SCALE: 1" = 40' <br />HORIZONTAL <br />73 <br />O w $ <br />uj <br />J <br />- - - - • - <br />(� W - - <br />o_ Z <br />0 D <br />o CL <br />U <br />/ EXISTIN 8" <br />C-900 P <br />WATERMAIN <br />/ T} d s <br />/ I <br />18" MIN <br />I T-0" MIN CLEARANCE <br />I CLEARANCE <br />CASING. SEE <br />DETAIL SHEET FOR UNDERROAD <br />MORE INFO. <br />N-0" MIN <br />23"X14" HERCP m 4" PL G VALVE <br />4" C-900 PVC CASING TO EXTEND 8'-0" <br />E FORCEMAIN FROM EDGE OF PAVEMENT a <br />_ 4" PLUG VALVE 1 I <br />1 I <br />SEE LIFT <br />STATION 4" C-900 PVC I I <br />g DETAIL FORCEMAIN <br />4 @ <br />s c CYO .I s <br />0+00 1+00 2+00 3+00 <br />PROFILE OF FORCEMAIN <br />HORIZONTAL: I" = 40' <br />VERTICAL: I" = 4' <br />4+00 <br />M <br />15 <br />BORE CONNECT 4" FORCEMAIN TO EXISTING <br />MANHOLE AT ELEVATION 80.35'. CONTRACTOR <br />TO VERIFY OR REPLACE MANHOLE AS NECESSARY. <br />10 <br />'5 <br />5+00 5+52.89 <br />WN <br />ER! <br />I <br />i <br />C O N S U L T I N G P. A. <br />Customer Loyalty through Client Satisfaction <br />www.maserconsuIting.c0m <br />Office Locations: I <br />■ NEW YORK ■ MARYLAND <br />■ PENNSYLVANIA ■ GEORGIA <br />■ VIRGINIA ■ TEXAS <br />■ FLORIDA ■ TENNESSEE <br />■ NORTH CAROLINA ■ COLORADO <br />I <br />State of F.L. C.O.A.: 30301 / LB7388 <br />I <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 forwhom the i <br />services were contracted or to e <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 />o 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 I.COM <br />Vi <br />Z <br />F <br />Z <br />o <br />Q <br />0 <br />0 <br />EL <br />3CL <br />O <br />¢ <br />F <br />Z <br />C7 <br />}� <br />F <br />O <br />w <br />Z <br />P <br />J <br />Z <br />O <br />Z <br />06 <br />U <br />Z <br />F <br />U <br />U <br />CC <br />cf� <br />z <br />dD <br />< <br />2 <br />fi <br />U <br />N <br />N <br />n <br />W <br />W <br />W <br />W <br />m <br />Z <br />0 <br />Lu <br />O <br />N <br />O <br />N <br />N <br />O <br />10N <br />N <br />N <br />' <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 I <br />Tampa, FL 33634 <br />Phone:813.207.1061 <br />Fax: 813.281.1050 <br />SCALE: DATE: DRAWN BY: CHECKED BY: <br />AS SHOWN 12/31/19 AM SMR <br />PROJECT NUMBER: DRAWING NAME: <br />190024E C-PROF <br />SHEET TITLE: <br />PROFILES <br />rSHEET NUMBER: <br />10 of 21 <br />e _ <br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. <br />