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/N <br />I r <br />�s� <br />IIIIi <br />GRAPHIC SCALE <br />0 20 40 <br />I inch = 20 ft. <br />SSMH <br />RIM = 135.69 <br />E. INV. = 130.98 <br />S. INV. = 131.08 <br />NORTH R/W LINE <br />0 <br />O <br />0 <br />270.6' OF g„ PVC <br />EDGE OF PAVEMENT <br />CONCRETE WALK <br />SOUTH R/W LINE <br />CAD <br />CID <br />CAD <br />CAD <br />0 <br />0 <br />z <br />0 <br />m <br />W <br />Q <br />z <br />0 <br />GRAND HORIZONS — PHASE FOUR <br />PLAT BOOK 61, PAGES 23-26 <br />FIRE HYDRANT & <br />SSMH VALVE ASSEMBLY <br />RIM = 135.90 <br />W. INV. = 129.90 <br />E. INV. = 129.85 r — <br />H <br />S 89'56'06" E <br />— '819:06� — — <br />10.00 TILIT <br />I <br />I <br />I <br />I <br />CIO <br />CIO <br />r <br />I <br />0 <br />0 <br />of <br />N , <br />PC <br />T NAD F�D.) #4281 <br />BENCHMARK <br />I'D N&D (PCP) #4281 IN PAVEMENT <br />ELEVATION = 136.01 <br />BENCHMARK <br />SET N&D LB6382 IN PAVEMENT <br />ELEVATION = 137.41 <br />260.4' OF 13 PVC O <br />DRAINAGE BOUNDARY / <br />93.70' C I <br />33.70' — — — <br />® -®- <br />GRA D HORIZONS — PHASE FOUR <br />P AT BOOK 61, PAGES 3-26 <br />WI <br />�I <br />} <br />Q <br />of <br />QIz o <br />Z <br />D <br />CAD <br />m <br />I <br />c <br />CAD <br />W <br />v <br />Q <br />Z <br />I <br />I <br />I <br />10.00' <br />UTILITY EASEMEN�T__ <br />LINE <br />—.W-= <br />93.70' <br />N 89-56013" W <br />EDGE OF PAVEMENT <br />405.2 <br />' OF 8" PVC <br />` <br />18' HDPE <br />Fnr_F nF aeVFUFNT <br />Pc (pCP) <br />NO FD. 6428' <br />R/W LINE <br />SSMH <br />RIM = 143.99 <br />N. INV. = 138.21 <br />S. INV. = 138.31 <br />E. INV. = 138.40 <br />1.1/1 A GRES f <br />VACIINT <br />CAD <br />CAD <br />O <br />�CC <br />(� "�' DRAINAGE BOUNDARY ®� <br />GRATE INLET <br />TOP = 146.11 SSMH <br />W. INV. = 139.89 RIM = 146.4 <br />W. INV. = 1 <br />E. INV. = le <br />GRAND HORIZONS — PHASE THREE <br />PLAT BOOK 53, PAGES 120 — 123 I <br />C2 <br />�v <br />o <br />I <br />I <br />I <br />co <br />co <br />�r <br />HL=302' <br />8. <br />�_10.00' UTILITY <br />—� _ EASEMEIV.L� <br />SSMH <br />RIM = 137.81 <br />W. INV. = 128.58 <br />E. INV. = 131.94 <br />N. INV. = 128.48 <br />� <br />f AVE. SLOPE=147.4�'-0136.6' =0.036 FT./FT. <br />Co <br />Tc=11.13 MIN. <br />10,00' UTILITY EASEMEIVLf <br />R <br />w UL/vE <br />a <br />'vW <br />- FIRE HYDRANT <br />VALVE ASSEME <br />BEFORE DIGGING CALL <br />SUNSHINE STATE ONE -CALL OF FLA <br />1-800-432-4770 <br />FSS 93.240, SECTIONS 556.101-556.111 <br />REQUIRES MIN. OF 2 DAYS AND MAX. OF <br />5 DAYS NOTICE BEFORE YOU EXCAVATE. <br />U) <br />z <br />0 <br />W <br />W <br />h <br />� <br />p <br />b <br />� <br />o <br />`O <br />N <br />b <br />00 <br />o� <br />W <br />v <br />� <br />o <br />w W <br />W � W <br />M <br />O <br />N <br />�O� O <br />�N w <br />q w w <br />�� q <br />I <br />V <br />e <br />DATE: <br />. 42745 4 = SCALE: <br />K _ FIELD BK <br />DR WN BY.• CET <br />0 6p,I ° � ®�''� CHECKED mAs <br />SHEET NO. <br />M. AL! SHASTI—NAZEM, M. P. <br />42 <br />FLORIDA LICENSE NO. 7 OF ,10 <br />- 9 <br />EC PROJECT NO. <br />s NATU <br />DA� 0905C <br />(NOT VAUD NA OUT SEAL) <br />