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D9-2 D LE GRATE TOP = 104.94 S. INV = 99.94 N. INV = 91.2± BLOCK WALL DS-10 INV = 91.0± D9-3 IN BOTTOM Z S7 Q CD DROP MANHOLE RIM = 108.69 D9-1 INV = 99.78 SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA F SCALE - 1 " = 60' Z > j = m GRATE TOP MANHOLE = 104.41 N. INV = 91.7± w S. INV = 93.7± 0' 30' 60' 120' cap L� a W. INV = 91.9± w WrA w W • • • • I ENCHMARK I • 5/8" IRON RODS LB#6382 ELEVATION = 10 29 I • I I • I I • I • I 1 I I I INV W. = 98.14 D_ M Z INV E. = 97.96 9 INV SW. = 98.02 II • • _j ASPHALT > I I� 5-1 TRANSFORMER ? GATE VALVE & D-3 I BLOCK WALL Ds,z FIRE HYDRANT ` • m ASSEMBLY GRATE INLET = 106.52 o_ SLOT 105.96 ASPHALT I 1 5.00' DRAINAGE AND UTILITY EASEMENT "A" = E. INV = 92.00 FENCE I SEE DETAIL SHEET 9 I I I • -. N • FA SA w WIACCESSIBLE s-11 30„qo I I I LEGEND v; I TOP = 1 8 ¢ « I I TOB DENOTES TOP OF DITCH BANK W. INV = 10 co - INV = 100.10 0 `� B.O. DENOTES BLOW OFF E. 91.30 II o > F( I I I RCP DENOTES CONCRETE PIPE z 0 1 0 I 1 I 1 ADS DENOTES PLASTIC PIPE Z I 1 • INV DENOTES INVERT • • ��° J • F.D.O.T. DENOTES FLORIDA DEPARTMENT OF TRANSPORTATION co( I � • • i I 1 D-3 LOT "14" • DENOTES DRAINAGE STRUCTURE NUMBER S6 FU RE ASE 2 D MANHOLE D-za O I (Q S 5 DENOTES SANITARY SEWER STRUCTURE NUMBER INV'N. = 1 1.17 • VA T BOTTOM GO TEE INLE 07.001.50 GRATE INLET = 122.19I I O 2.13 R E S W. INV = 107.19 INV E. = 1�11.07 CONCRETE N. INV = 107.19 �- DENOTES SANITARY SEWER CLEAN -OUT • -�--"SIDEWALK I I I 1 TRANSFORMER ASPHALT 5' CONCRETE I I I © DENOTES SANITARY SEWER MANHOLE • SIDEWALK • 36" ADS I I 1 ----J w En ' • • • • • INV = 107. • • ' o r D-2 • 4 ASPHALT • ' I I Z • I I O DENOTES CONCRETE LIGHTPOLE ., n � o I � ENCHMARK ` CC)5/8" IRON ROD SET IDENOTES GATE VALVE & FIRE HYDRANT ASSEMBLY cn v LB#6382 BENCHMARK I I ` ELEVATIO = 1 10.87 t r 5/8" IRON OD SET DENOTES GATE VALVE & BLOW -OFF ASSEMBLY �� • LB#6382 ' ELEVATIO = 11 .92 36" ADS • TRANSF RMER _ _- . DENOTES SPOT ELEVATION D7-16 LLI (INGRESS -EGRESS EASEMENT) I 1 MANH E • I TRACT "K" • • I ® DENOTES BENCHMARK LOCATION • � RIM V 11807.2 "• CL PARKING AREA 5-ia INV = 111. 9 I I ® DENOTES TELEPHONE BOX PART OF LOT 14 EDGE OF PAVEMENT = 110.35 • � ` ' I 1 AtDENOTES ROAD SIGN N. INV = 104.15 Q W. INV = 103.35 1 0 � I � � 1 I wa DENOTES APPROXIMATE LOCATION OF WATER MAIN LINE E. INV = 103.18 S 15 z ` ` 5'± CONCRETE MANHOLE I 5AN DENOTES SANITARY SEWER LINE o U) SIDEWALK P = 115.02 V) C\ / ¢ IN . = INV S. 105.72 105.62 D6 1A \ - 1 DENOTES LINE NOT DRAWN TO SCALE t� D5-5C • • I \ M • EDGO OT INV 106.28 w • D5-6 P EMENT = 113.14 • Ds 9 • I 1 Z . , Ds-5 o EDGE OF W. INV = 106.96 • • _ I Q PAVEMENT = 112.3 EDGE OF INV = 105.2 Off > Lr) N N. INV = 56 'j PAVEMENT = 113.12 z I = 104. O +;i W. INV = 109.61 O m oD 0 E. IN = 104.79 m • , oo • fad i •• Sq •• Q U Q N s 0 - `. RIGATIO� • • • r - - - t - • e TRACT "H• D5�- ON - sAw sw sA -SAN- 8" ADS-+ • * 15" ADS A \ ¢ A 5A sA w v� SITE FEATURE w q ,n w wra w S-14 D6-8 '� • 2" B.O. • . .• ` MANHOLE EDGE OF Ds 1 S 13 _ ► EDGE OF MANHOLE S 12 MANHOLE S-16 � N � ; • • � TOP = 113.39 PAVEMENT = 113.32 MANHOLE .• r += INV N. = 106.43 E. INV = 105.60 PAVEMENT = 113.32 TOP = 113.74 MALE RIM . = 102 TOP = 113.34 .. WATER W + INV S. = 106.49 E. INV = 106.32 INV N. = 108.99 TOP . 119.7915. INV N. = 102.84 INV N. = 104.97 .. •.• VAL • INV E. = 106.79 INV S. = 109.06 INV N. = 115.46 INV E. = 102.72 •. • • * • o_ INV S. = 115.49 INV S. = 105.14 ♦ • • + • • INV E. = 109.14 INV S. = 102.72 .• .• V CON-1 INV E. = 115.54 INV E. = 105.14 METER/POST DOT-5 aC Z LOT HYDRANT TRANSFORMER RIMO.37 v „'�' - 113.59 1151/ ��B05.24 W. NV =NV 1 05 36 W.INV = 105.52 ENCHMARK - E. INV = 105.47 vwi NAIL & DISK- FD. L O T L64621 o LOT L O T N ELEVATION = 1 15.32 • � � z V6V LOT 119if U m 1189 (n 3N TRACT "B" ~ N U COMMON AREA F.D.O.T. DRAINAGE EASEMENT "B" zM (HATCHED OUTLINE LO N coOT-U.S. HIGHWAY 301 2a 4 RIM=122254"RCP 54"RCP DOT-2 CP DOT-3 NW. INV = 109.87 RIM = 120.32 S. INV = 109.74 RIM = 120.11 CL 2' SLOT S. = 119.77 E. INV = 107.83 CL 2' SLOT N. = 119.48 CL 2' SLOT N. = 119.74 S. INV = 115.97 CL 2' SLOT S. = 119.48 N. INV = 112.47 N. INV = 111.88 S. INV = 111.90 ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988 AS MEASURED FROM THE NATIONAL GEODETIC SURVEY CONTROL STATION W-662 - PUBLISHED ELEVATION OF 123.18 AND FROM CONTROL STATION V-662 - PUBLISHED ELEVATION OF 107.53. 1 DENOTES CONCRETE AREA I I I II I I DENOTES 12"± PALM TREE I I 1 I I I I II I I I I II I I I 1 I 1 I I I I I I I I I I I I UI=IVtr1/HL LtUtINU SIMMONS, BEALL AND PLS - Professional Land Surveyor POB - Point of Beginning TREBOUR, LLC (D) - Deed or Description (C) - Computed Data PROFESSIONAL LAND SURVEYORS & MAPPERS (P) - Plat (R) - Radial LB# 8382 (F) - Field Data (NR) - Non Radial IP - Iron Pipe RRS - Railroad Spike P.O. BOX 1297 IR - Iron Rod N&D - Nail and Disk 36739 S.R. 52 CM - Concrete Monument o DADE CITY, FLORIDA 33526 S - Set FD - Found o (352) 567 - 0048 PRM - Permanent Reference Monument FAX (352) 567 - 0675 PCP - Permanent Control Point MWBEALL@TAMPABAY.RR.COM PC - Point of Curvature PT - Point of Tangency Date of Survey : 10-16-2020 Drawn by MWB R/W - Right of Way OR - Official Records Pg - page Date of Plat : 10-20-2020 Checked by SDT AC - Air Conditioner - Center Line Job Number :02319-PH2-RZ Sheet : 2 OF 2 REVISIONS CERTIFIED TO: 06-01-2021 SF ZEPHYR COMMONS OUTPARCELS LP ADDITIONAL TOPO