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I 0 <br />Ilt PER FT <br />BENCH SLOPE <br />(MIN) (TYP) <br />INFLUENT SEWER (TYP) SEE EXHIBIT S-2A <br />AND EXHIBIT S-4 (IF APPLICABLE) <br />SHAPE TO FORM SEE MANHOLE CHANNEL <br />EASY FLOW <br />CURVES a L (TYP) SEE <br />EXHIBIT S-IB <br />EFFLUENT SEWER <br />SEE EXHIBIT S-2 <br />PLAN SEE FRAME AND COVER <br />DETAIL VE EXHIBIT S-IA <br />NON -SHRINK GROU ASPHALT <br />FIN GRADE <br />VARIABLE <br />ADJUSTMENT <br />W/CONCRETE <br />ADJUSTING RINGS <br />(Er MIN. TO 12' <br />MAX,) <br />b b <br />TONGUE REINFORCING (TYP) <br />DETAIL (TYP) <br />SEE EXHIBIT S-19 <br />1,2,3 OR 4 Fr. <br />IJ7 LENGTHS AS REQ'D. <br />GROUT <br />No.57 STONE (lZ THICK) PREPARE SUBGRADE <br />IN ACCORDANCE WITH THE SPECIFICATIONS <br />NOTES <br />t CONNECTIONS AND GROUTING IN MANHOLE ARE SCHEMATIC. <br />SEE ACTUAL DWOS FOR PIPE DIAMETERS, LOCATIONS AND <br />INVERTS, <br />2. COAT OUTSIDE OF MANHOLE AS SPECIFIED. <br />3. LINE INSIDE OF MANHOLE AS SPECIFIED. <br />SECTION <br />MANHOLE - ECCENTRIC PRECAST CONCRETE <br />NTS <br />CITY OF ZEPHYRHILLS <br />DECEMBER 2015 <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 <br />FRAME AND SOLID LID <br />& NEENAH R-1974—A <br />(ROUND) OR EQUAL <br />TO PIPE O.D. 'v <br />PREMOLDED PLASTIC <br />EXPANSION JOINT <br />MATERIAL <br />3" TYP. <br />PAVING OR <br />RARE <br />J <br />7--— z-�ONC. COLLAR E, �ji_�6 <br />3AISE TO GRADE IN <br />JNPAVED AREA <br />MIN. <br />ENCASEMENT <br />:~ 4^--- SAND BACKFILL <br />Y. EQUAL DIA. PIPE <br />I.D. MAX.) <br />AS REQUIRED TO <br />ENCASE FITTINGS '(1)2'—C�' JOINT — <br />AS SHOWNWIN PLUG <br />................... ................ ............. ............... ................................... .. ........... ............................ ........ .............. ... <br />_Q0 <br />o," <br />UNDISTURBED SOu- <br />GMVITY CLEAN <br />NOT TO SCALE <br />CITY OF ZEPHYRHILLS DECEMBER 2015 <br />STANDARD DETAILS <br />CITY OF ZEPHYRHILLS UTILITY DEPj RTMENT <br />39826 ALSTON AVENUE ZEPHYRHILLS ORIDA 33542 <br />S= <br />PHONE (813)780-0029 FAX (813) -0613 9 <br />REVISION <br />BLOCK <br />Lu <br />0w <br />W" <br />fi <br />ul <br />0. <br />0 <br />Z 02 <br />LL <br />P'l <br />R <br />6- 12 zo <br />W <br />'u.j <br />0 & <br />..z <br />I < <br />MA-) <br />— <br />En <br />0 <br />0 <br />U- <br />z <br />R <br />CL <br />Z 0 <br />u.j <br />z <br />z <br />3.a <br />u'j <br />u <br />Lu <br />u <br />rl <br />IT <br />0- <br />CD r1l <br />m LD <br />00 <br />cn at <br />0 <br />cn lA <br />L-rl <br />6 <br />0 co <br />z <br />ri 0 <br />cp <br />kD — <br />< 00 <br />c: <br />'� ':� <br />Lu <br />z u-0 <br />Gj <br />z c) <br />(Z <br />U- <br />g c' 0 <br />Lu <br />0 <br />1 <br />0 %D <br />�- SLL <br />LIJ <br />.. P.A <br />Lu te <br />z U Lu <br />00 <br />V) 0 <br />Ln <br />0 <br />i <br />u- <br />Q1, <br />. ......... ... <br />... . ... .... ..... <br />V <br />LL <br />u <br />0 <br />Lu <br />> <br />Lu <br />cy) <br />< <br />al� <br />u <br />O <br />i <br />U-) <br />< <br />uj <br />W <br />C.'e <br />CL <br />J <br />IJ <br />,:_: 6 <br />uj r-, <br />1­4 0 <br />_j ce- <br />u I n , I <br />PROJECT NO. SHEET <br />2341 1 C1002 <br />