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95 <br />90 <br />85 <br />80 <br />75 <br />85 <br />ti <br />Z <br />Z <br />Z <br />? <br />Z <br />1 <br />Lu <br />a <br />F - <br />I- <br />0 <br />a <br />F E 84.75 <br />4 <br />r <br />2.00% <br />i l FIFE 84.25 <br />MAX <br />5' <br />' <br />I <br />10 <br />-- -- <br />-.- <br />- <br />A <br />- <br />VA <br />LEY CURB <br />V <br />LLEY CURB <br />EXISTJNG GRADE <br />I <br />LMDI^BO15" <br />HDPE <br />CDN <br />N <br />ro <br />c <br />Cc <br />M <br />0+00 1+00 2+00 <br />CROSS SECTION A -A <br />HORIZONTAL: I" = 40' <br />VERTICAL: I" = 4' <br />80 <br />PON[ <br />BOTTOM <br />75 <br />85 <br />ER <br />75 <br />90 <br />85 <br />75 <br />95 <br />90 <br />85 <br />80 <br />75 <br />3+00+ 15.49 <br />90 <br />35 <br />30 <br />75 <br />90 <br />a <br />90 <br />Z <br />O <br />Z <br />Q i <br />Lu <br />_Z <br />J <br />h- <br />J. <br />Vi <br />F5I <br />r <br />.Q <br />J <br />�a <br />85 <br />We <br />U <br />85 <br />PROPOS <br />D STONE 3 <br />CL <br />0 <br />EMERGENCY ACC <br />SS ONLY. �= <br />o_ <br />SEE SHEET 12 FO <br />DETAILS., ;n <br />VALLEY <br />CURB <br />2.00% <br />o <br />0 <br />MAX <br />. <br />80 <br />80 <br />MEG <br />J <br />—23" <br />HERCP <br />75 <br />75 <br />co <br />c; <br />m <br />o <br />00 <br />0+00 <br />1 +001 + 18.10 <br />CROSS SECTION <br />B-B <br />HORIZONTAL: <br />1 " = 40' <br />VERTICAL: <br />I" = 4' <br />90 <br />85 <br />80 <br />75 <br />85 <br />80 <br />I <br />BO <br />75 <br />Z <br />0 <br />Q <br />z_ <br />U <br />J <br />Z <br />b. <br />F <br />t7 <br />Lu <br />F <br />5' <br />� <br />H <br />in <br />.. <br />TOg <br />I' FLAT AREA <br />4 <br />MEG <br />Ic <br />rTLC <br />/.. <br />2.00 <br />S <br />MAX <br />n <br />� <br />o <br />a <br />C <br />85 <br />80 <br />75 <br />0+00 1 +00 1 +27.72 <br />CROSS SECTION C-C <br />VERTICAL: I" = 4' <br />W Lu <br />z Z <br />w <br />z <br />W <br />Z <br />Z,J <br />-� <br />-� <br />U U <br />U <br />W <br />Oh <br />- F-O <br />J� <br />CL <br />MEG <br />-- <br />-- — — <br />MAX <br />FrES <br />84.25 FFE 8100 <br />_ <br />- _ — — <br />j <br />FFE'83.83 <br />_ <br />g� 50 <br />105 <br />4 <br />VALLEY CURB <br />POND <br />s <br />TT M <br />i <br />i <br />I <br />I <br />� <br />I <br />o <br />QO <br />CO <br />CC) CC <br />co <br />Cc <br />CO <br />90 <br />85 <br />80 <br />75 <br />0+00 1 +00 + 16.23 0+00 0+80.51 0+00 1 +00 2+00 3+00 3+43.33 <br />CROSS SECTION E-E CROSS SECTION F-F CROSS SECTION G-G <br />HORIZONTAL: I " = 40' HORIZONTAL: I " = 40' HORIZONTAL: I " = 40' <br />VERTICAL: I " = 4' VERTICAL: 1" = 4' VERTICAL: I " = 4' <br />t <br />0 <br />5 <br />U <br />u <br />e <br />85 <br />85 <br />D <br />. . <br />Q <br />aQ <br />' <br />U <br />Ua <br />o <br />-LL <br />N <br />N <br />/ <br />0 <br />. <br />t <br />.II <br />n <br />80 <br />of <br />N <br />Lu80 <br />77t <br />PROPO <br />D ACCESS CONNECTION FROM <br />\ <br />AUTUMN PALI <br />I DRIVE EDGE OF PAVEMENT TO <br />R.O.W. <br />LINE TO BE CONSTRUCTED PER <br />CONNECTION <br />ECTION DETAIL ON THIS <br />SHEET. <br />i 23" HERCP <br />I j <br />75 <br />75 <br />DO <br />0)N <br />N <br />N <br />0+00 1 +00 <br />1 +64.26 <br />CROSS SECTION <br />D-D <br />HORIZONTAL: I " = 40' <br />VERTICAL: I " <br />= 4' <br />CONNECTION SECTION DETAIL <br />STANDARD SECTION <br />LAYER DESCRIPTION <br />LAYER COEFF <br />DEPTH <br />SN <br />A <br />3" TYPE SP-12.5 ASPHALT <br />0.44 <br />3.00 <br />1.32 <br />B <br />10" SOIL CEMENT (300 PSI) <br />0.15 <br />10.00 <br />1.50 <br />C <br />12" STABILIZED SUB -BASE (LBR-40) <br />0.08 <br />12.00 <br />0.96 <br />TOTAL PROVIDED <br />3.78 <br />0 1 0 1 2 <br />uo <br />0 <br />SCALE: 1" = 1' <br />VERTICAL <br />3� 10 0 10 20 <br />1 1 1 1 <br />SCALE: 1" = 10' <br />n <br />HORIZONTAL <br />ER <br />U L T I N 6 P. A. <br />Customer Loyalty through Client Satisfaction <br />www.maserconsuIting.com <br />Office Locations: <br />■ PENNSYLVANIA Is 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, PA <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 />H <br />Z <br />F <br />F <br />Z <br />o <br />LU <br />o <br />3 <br />a <br />O <br />J <br />= <br />o <br />U <br />Z <br />F <br />J <br />Z <br />O <br />Z <br />U <br />0 <br />Z <br />F- <br />U <br />U <br />O <br />� <br />0� <br />Z <br />d <br />N <br />a <br />a <br />d <br />o <br />0 <br />0 <br />N <br />h <br />LU <br />N <br />N <br />uj <br />W <br />W <br />W <br />m <br />Z <br />Q <br />Q <br />Q <br />0 <br />Lu <br />N_ <br />O <br />Q <br />NIn <br />N <br />N <br />a <br />> <br />Lu <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: CHECKED BY: <br />AS SHOWN 12/31/19 AM SMR <br />PROJECT NUMBER: DRAWING NAME: <br />19002495A C-XSEC <br />SHEET TITLE: <br />CROSS SECTIONS <br />SHEET NUMBER: <br />6 of 21 <br />IVV 1 l UV l 1 *%. i t unAYYIIVbJ rVR 1 mu%. 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