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SECTION 35 TOWNSHIP 25 SOUTH RANGE 21 EAST <br />PASCO COUNTY, FLORIDA <br />LOT "111 <br />MANHOLE <br />TOP = 116.10 (P) - 116.22 (F) <br />CURB INLET <br />INV N. = 107.25 (P)-107.22 (F) <br />EDGE OF <br />INV S. = 107.15 (P) - 107.20 (F) <br />PAVEMENT = 115.47 <br />E. INV = 108.97 <br />NW. INV = 108.99 <br />SAN <br />TRACT "J" <br />PARKING AREA <br />(INGRESS -EGRESS EASEMENT) <br />2.0' CONCRETE CURBING <br />SAN <br />SAN bk� SAN SAN <br />iTRACT L <br />INGRESS -EGRESS <br />16.67 116.33 115.115.92 <br />X <br />116.35 116.83 <br />116.54 116.3340.00' <br />I I UTILITY EASEMENT <br />WM WM WMN WM <br />WM WM WM <br />WM WM <br />I I I <br />2.0' CONCRETE CURBING <br />2.0' CONCRETE CURBING <br />L <br />FL FL FL FFL FL <br />FL FL <br />F L FL FL <br />1 16.37 1 15.42 1 .31 <br />9BOC <br />FL <br />-FL <br />116A <br />a .... .. .:.. ...... . <br />6 7 BOC • '.1116.22 C . <br />r <br />111,6.E <br />117. BOC : <br />all .56 BOC: •' <br />TRACT "N" <br />F5.00' INGRESS -EGRESS <br />EASEMENT <br />-SAN- <br />1 16.45 <br />WM <br />15 ADS <br />SAN <br />MANHOLE <br />TOP = 114.25 (P) - 115.30 (F) <br />INV N. = 105.65 (P) - 105.71 (F) <br />INV S. = 105.55 (P) - 105.69 (F) <br />SAN 8" PVC <br />WM 8" WATER MAIN WM <br />I <br />. ..a. .:. ... :.• ..• .. <br />5.0' CONCRETE SIDEWALK`. ' <br />.. .. „ ... .. <br />a. <br />9 <br />116.88 • 1156.38':. <br />.. .. <br />.. <br />1 <br />116.32...' '210.72' 116.75' :.` <br />,1 9 " �. 5 <br />° BOC FL <br />- 16.09 <br />116.30 - ]_]_6 <br />- - - - - - - <br />Ak <br />I I <br />r ------ <br />--�------------------------------------------- <br />I r- <br />I� <br />S 00`00'10" W <br />10.00' PROGRESS ENERGY EASEMENT "E" <br />------ - - - - <br />5.00' VERIZON EASEMENT "F" <br />133.37'(C&F) 5/8" IR SET # <br />LB6382 <br />-- - - - - - <br />- --- -- <br />BENCHMARK -TOP OF <br />IRON ROD #LB6382 <br />1i6.29 <br />- <br />------ <br />L1 <br />- <br />---L <br />o <br />� � <br />D a � <br />I <br />F <br />I <br />I <br />I <br />I <br />I <br />I <br />F--1 <br />124" <br />I <br />1--------- <br />I <br />I <br />I <br />CURB INLET S 00100'10" W 11671 <br />EDGE OF - <br />ADS PAVEMENT 115 65 <br />- - - _ - - - - - - - <br />E-fNO �5 <br />W.JrLv=14�35--------------------q--- <br />F- 06 <br />TOP = 116.55 0 W <br />�� <br />181.00'(P&F) <br />- - - - - - - <br />- - - - - - -------- - - - - - - - - - - - <br />CURB INLET <br />EDGE OF <br />I C, 111686 <br />117.16 o� <br />-- <br />® <br />117.4, <br />J oo <br />------ <br />BENCHMARK -TOP OF <br />IRON ROD #LB6382. <br />ELEVATION = 116.30 <br />a o N N. INV = 109.95 Z m J PAVEMENT = 115.93 117 26 m <br />ELEVATION = 1 16.29 ~ m 1 1 Q _ Q m <br />L W> a o I S. INV = 109.96 J N > S. INV = 109.48 <br />Q 0 W 4� W. INV = 110.05 V Z W <br />o Z zQ o I E. INV = 109.65 <br />Lo of Ld 1 0 <br />�YoU l 06 N <br />O i�Cl Omw 1 1 2 W � <br />117.14 117.02 117.33 Ld <br />117.15 117.08 . 10.00' LANDSCAPE BUFFER AND LL 4 <br />DRAINAGE EASEMENT 117.11 118.40 m°, <br />I I <br />I I I <br />♦ , I 5.00� �5.00' <br />v I I 1 1 <br />117.80 <br />1 17.65 1, 20.49 <br />w 1 s .--- o� <br />I I j 1 18" ADS mN <br />U) <br />O I I 117.7,I <br />117.07 <br />LOT1 17.40 I 1 117.40 117.85 <br />17.89 W 117.54 1 17.50 117.061 <br />6 <br />n0 I 10 �I 1 <br />G z I n a- <br />11�� I <br />I' o Q 1_ �I I <br />VACANT �; Q i p I I <br />n I I 5" <br />I � N 100 I LOT <br />I NI I <br />I z I� I 11311 I LLJ <br />I I <br />VACANT 1 ® o <br />Ln <br />I Lo <br />1 NORTH LINE LOT 3 & 5" <br />I i SOUTH LINE LOT 2 117.95 117.86 00 <br />1 I 117.99 1 1 ® (n <br />I 117,62 118.05 <br />118.50 <br />I I 117. 1 <br />I I I <br />I I I <br />I I SOUTH 29.72 FEET 1 1 10.00' WALL <br />EASEMENT <br />OF LOT 2 <br />I I I <br />I I I <br />I I RIM = 129.00 I I <br />I I W. INV = 119.50 I <br />E. INV = 116.23 I I <br />I I I I <br />I I <br />118.92 I 1 118.73 119.17 I z <br />-- -- -1,8.5-1 -.�- -- - iI <br />0 <br />11s.os I I 1 <br />119.02 w <br />CONCRETE RETAINING WALL (TYPICAL) o - - - - - - --------------xa- <br />- _ - _ _ _ <br />------------ --------� --------- ---------------------------------- <br />u, I ------ § 4 J91s---------------- 19.�-----------.19------------- <br />-TT9,Z--- -----------t-4-. <br />w <br />----------- <br />#LB6382 - 4' H DGE ROW 5" 4' HED E RO 6" 6 4' HEDGE ROW <br />NEW R W LINE PER PLAT C5 <br />- -1-- - - - <br />--- _ -- -- -- -- -- -- - -- _ C1 C2 _ <br />ORIGINAL EASTERLY RlW LINE U.S HIGHWAY 301 - - - - - - 5.00' WALL C4 _ _ _ 1 <br />5.00' WALL 20.00' BUILDING 20.00' LANDSCAPE BUFFER <br />EASEMENT NO MARKER ED. OR SET. EASEMENT SETBACK LINE EASEMENT <br />5/8" IR SET # <br />LB6382 <br />CURVE TABLE <br />CURVE <br />RADIUS <br />ARC <br />CHORD <br />CHORD BEARING <br />DELTA ANGLE <br />C1 <br />38079.69' <br />29,72' <br />29.72' <br />S 00°42'48" W <br />00'02'41" <br />C2 <br />38079.69' <br />206.01' <br />206.01' <br />S 00*32'10" W <br />00°18'36" <br />C3 <br />25.00' <br />39.27' <br />35.36' <br />N 45'00' 10" E <br />90.00,00" <br />C4 <br />38079.69' <br />235.73' <br />235.73' <br />S 00.33'30" W <br />00'21'17" <br />C5 <br />1 38079.69' <br />1 178.42' <br />178,42' <br />1 S 00.52'12" W <br />1 00'16'06" <br />LINE TABLE <br />LINE BEARING I DISTANCE <br />L1 N 00°00' 10" E 1 29.72' <br />TRACT "E" <br />LOCATION FALLS ON EDGE <br />OF STORM MANHOLE <br />U.S. <br />HIGHWAY 301 <br />ADDITION ROAD RIGHT-OF-WAY <br />& F.D.O.T. LANDSCAPE IRRIGATION <br />EASEMENT "D" <br />ELEVATION NOTE: <br />ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO UNITED STATES <br />COAST AND GEODETIC BENCHMARK Q-56-1934, PUBLISHED ELEVATION = 96.273, <br />NATIONAL GEODETIC VERTICAL DATUM OF 1929. <br />NOTES: <br />U- <br />U) <br />- w <br />W <br />I � <br />z <br />w <br />Uw] <br />J <br />Q c�a � <br />�ow <br />0 <br />L0 <br />LD <br />z <br />m <br />o- <br />U <br />w <br />w <br />of <br />U <br />Z <br />O <br />c� <br />0 <br />N <br />J L_ <br />NEW <br />�r <br />SCALE - 111 = 201 <br />0' 10' 20' 40' <br />SAN <br />LEGEND: <br />0 <br />DENOTES <br />5/8" IRON ROD FOUND NO. LB6382 <br />EXCEPT AS NOTES ON MAP. <br />ADS <br />DENOTES <br />HARD PLASTIC PIPE <br />DENOTES <br />SANITARY SEWER MANHOLE <br />INV <br />DENOTES <br />INVERT <br />CL <br />DENOTES <br />CENTERLINE <br />.80.0 <br />DENOTES <br />SPOT GROUND/PAVEMENT/CURB ELEVATION <br />DENOTES <br />CURB INLET <br />DENOTES <br />DRAINAGE MANHOLE <br />DENOTES <br />UNDERGROUND STORM DRAINAGE PIPE <br />DENOTES <br />TELECOMMUNICATIONS BOX <br />DENOTES <br />VERIZON JUNCTION BOX <br />FL <br />DENOTES <br />FLOW LINE <br />(TYP.) <br />DENOTES <br />TYPICAL <br />EP <br />DENOTES <br />EDGE OF PAVEMENT <br />TOC <br />DENOTES <br />TOP OF CONCRETE <br />BOC <br />DENOTES <br />BACK OF CURB <br />TGV <br />DENOTES <br />TOP OF GATE VALVE <br />EL. <br />DENOTES <br />ELEVATION <br />BO <br />DENOTES <br />BLOW OFF <br />0-no <br />DENOTES <br />CONCRETE LIGHT POLE <br />WM <br />DENOTES <br />8" PVC WATER LINE <br />SAN <br />DENOTES <br />8" PVC SANITARY LINE <br />DENOTES <br />FIRE HYDRANT & VALVE ASSEMBLY <br />DENOTES <br />STOP SIGN <br />DENOTES <br />CONCRETE <br />DENOTES <br />MAGNOLIA TREE - SIZE NOTED ON MAP <br />DESCRIPTION: <br />LOT 3 AND THE SOUTH 29.72 FEET OF LOT 2, ZEPHYR COMMONS PHASE 1, ACCORDING <br />TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK, 62, PAGES 132 THROUGH <br />142, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. <br />1. THIS MAP REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY. <br />2. DESCRIPTION SHOWN HEREON CREATED IN CONJUCTION WITH THIS SURVEY. <br />3. BEARINGS SHOWN HEREON BASED ON ASSUMED DATUM AND REFERENCED TO THE WEST LINE OF TRACT 1" AS <br />BEARING S 00°00'10" W. AS PER RECORD PLAT. <br />4. THE LAND SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD ZONE "X" ACCORDING TO THE FIRM COMMUNITY <br />PANEL NO. 120230 0295 D, DATED SEPTEMBER 30, 1992. <br />5. NO APPARENT SURFACE ENCROACHMENTS EXCEPT AS SHOWN. <br />6. UNDERGROUND ENCROACHMENTS OR UTILITIES (IF ANY) NOT LOCATED IN CONJUNCTION WITH THIS SURVEY. <br />7. THIS SURVEY PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. THIS SURVEYOR NOT RESPONSIBLE FOR <br />EASEMENTS, ADDITIONAL RIGHTS -OF -WAY OR OTHER ENCUMBRANCES OF RECORD NOT FURNISHED TO THIS <br />OFFICE. <br />8. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND <br />MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR <br />PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. <br />9. ANY REPRODUCTIONS OR DISTRIBUTION OF THIS SURVEY MAP OR REPORT WITHOUT THE EXPRESS WRITTEN <br />CONSENT OF SIMMONS AND BEALL, INC. IS STRICTLY PROHIBITED. THIS SURVEY MAP OR REPORT IS VALID ONLY <br />TO THOSE INDIVIDUALS OR ENTITIES NAMED HEREON. SIMMONS AND BEALL, INC. AND / OR THE SIGNING PARTY <br />ASSUMES NO RESPONSIBILITY TO ADDITIONAL PARTIES FOR ITS UNAUTHORIZED USE. <br />COPYRIGHT 2013 - SIMMONS & BEALL, INC. - ALL RIGHTS RESERVED - <br />