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HomeMy WebLinkAbout2003 - (#41) EMT Fire Station #9 Boundary Surveyi NOTES 1. This survey and is not valid without the signature and the original raised seal of the Florida registered Surveyor and Mapper named hereon. 2. This survey and meets or exceeds all applicable requirements of the Minimum Technical Standards as established in Chapter 61G17-6, Florida Administrative Code. 3. This survey and and adjoining parcels may be subject to easements, restrictions, reservations, or right—of—ways not shown and may be found in the Public Records, 4. Legal Descripition supplied by Indian River County and based on previous Boundary Survey prepared by H. Smith Surveying 5. Basis of Bearing: S09'57'30"E (assumed) along the Easterly Right —of —Way of U.S. 1 (Highway No. 1) 6. Date of Field Survey 8-8-03 LEGEND & ABBREVIATIONS ° LEGEND & ABBREVIATIONS —713 0, � 5 e pp, R/W cb er F.D•O•T• e as 95 R/W Ma507 S.?,.• 88p1 p 2 Sect 00 ate 5/ 1 4/03 D e e B.M. = Benchmark +15.7 = Elevation C.M.P. = Corrugated Metal Pipe O/H = Overhead Conc. = Concrete Fd. = Found El. = Elevation I.P. = Iron Pipe Elect. = Electric Inv. = Invert E.P. = Edge of Pavement I.R. = Iron Rod and Cap F. F. = Finished Floor IRC = Indian River County P.P. = Power Pole P.S.M. = Profesional Surveyor and Mapper R/W = Right —of —Way P.O.B. = Point of Beginning U.G. = Underground P.O.C. = Point of Curvature W.M. = Water Meter F = Field W.V. = Water Valve D = Description or Deed T.M. = Tax Map D.B. = Deed Book PG = Page C�ERTI FICATI O N Surveyor and Mapper in responsible charge Date c v/ZI 103 Michael O'Brien P.S.M. Florida Registration No. P.S.M. 6118 Indian River County Surveyor No. Revision Date B 971-1 STREET (Davis Street) (80, R W P.O.C.S 87 50 34 E 133.44' T.M. cc S 87'50'34" E 133.40' (F) Oo O O 0 30-38-21 —00001 —9999-00025.0 •� rn0I P.O. B. (\� 0000 ' :3 Conc. Pour Fd. Conc. Pouf' Fd� -It 50 (b MAG Nail & Disc Set in Center MAG Nail & Disc IRC P.S.M. 6118 Set in Center IRC P.S.M. 6118 (0.00' N., 0.23' W / NI 8 75 4.7 9' r C `f' 1 O 0 Q 1 e c>, 1 � 1 1 1 INDIAN RIVER COUNTY 1840 25th STREET VERO BEACH FL 32960 (772) 567-8000 QSTINg IRS/ST ION/ #9 . CE HFET OF R 11riIPR E NTS/' N AWRIUERjCOI�N EVERGEI\ --� O O O O O W 0 o O -I.R Se / .M 61 18 Z: S 87°50 34 E 98.58 F- (S 88°06'00" E 98.84' Deed) CO �I Vcc 30-38-21 —00001 —9999-00027.0o v a� JN CIO w rn z c� vi 00 op a_ e\ �� o U :�iU) S 87°50'34 E 89.89' (F) f (90.19' T.M.) cn Q0 C; Cp rn 80' as per PG. — R/W Line for tie only not to scale or alignment (0.41' W.) Remainder of Block Vacated. DESIGNED BY: ?Qv ER Deoarfinenf of Public Works DRAWN "BY: B. ROACH Eng'in e ering� Ds vI slon APPROVED BY: F� °R `OP M. O 'BRIE R/W D.B. 2 346 "Fd. Block974"x4" C.M. Fd. 3/4" .. (top broken) hm SECTION 30 DATE: Z 8-8-03 ✓ TOWNSHIP 05 RANGE 38£ COUNTY PROJECT N0. FIELD BOOK NO. PAGE 039 /f 20 0 10 20 40 GRAPHIC SCALE ( IN FEET ) ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION., THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. LEGAL DESCRIPTION A parcel of land lying in Section 30, Township 30 South, Range 38 East, City of Sebastian, Indian River County, Florida. More particulary described as follows: Commencing at the SE corner of the intersection of New U.S. Highway No.1 and 9th Street, City of Sebastian, Florida, run South 09°5554" East, along the East right— of—way line of New U.S. No.1 , a distance of 888.50 feet to the POINT OF BEGINNING; thence continue South 09°55'54" East, along said East right—of—way line of New U.S. Highway No.1 , a distance of 150.42 feet; thence run South 87°50'341) East, on a line parallel with 9th Street, a distance of 98.58 feet to the West right—of—way line of North Central Avenue; thence run North 0°04'06)1 East, along the West right—of—way line of North Central Avenue, a distance of 147.18 feet; thence run North 87°5034" West, on a line parallel with 9th Street, a distance of 124.72 feet to the POINT OF BEGINNING; all being a portion of Section 30 of Fleming Grant as shown on a certain map of Wauregan of Fleming Grant made by S.B. Carter and filed in the land records of Brevard County, Florida; said land now lying and being in Indian River County, Florida. 0.38 Acres more or less. REFERENCE SHEET 2 OF 2 FOR TOPOGRAPHIC SURVEY PREPARED FOR INDIAN RIVER COUNTY NO RWAPWIII, MIAMI SERA ST/AN E.Y. T. F/RE STATION NO. 9 CITY OF SEBAST/AN PORT/ON SECT. 30, FLEY/NG GRANT 0 Cn 0 0 7D a) 0 Iz U CV I 0 w —I c� 0 0 �t U Q SHEET OF 2 n w P. K. Set N +1 6.8 +15.5 O +N 6� O �1 fiN N N 1 9 • w 1w N 1 I 1 1 M 1 1 1 1-0 1 1 1 1 1 11 11 1 1 15.5 1 +15.1 14.9 - ' 1 1 1 1 1 + Ln ono P. P. 1� co a 0 1� 1 J I I 0 VACANT 0 I On -Site Benchmarks: #1. MAG Nail & Indian River County Disk - East Side of U.S. 1 at S.W. Corner of Property -Fire Station No. 9 - 19.84'. #2. "X" mark top flange of Fire Hydrant East Side of Central Ave. t 40' North of North Wall of Fire Station No. 9 = 13.44'. NOTES 1. This survey and is not valid without the signature and the original raised seal of the Florida registered Surveyor and Mapper named hereon. 2. This survey and meets or exceeds all applicable requirements of the Minimum Technical Standards as established in Chapter 61G17-6, Florida Administrative Code. 3. This survey and and adjoining parcels may be subject to easements, restrictions, reservations, or right-of-ways not shown and may be found in the Public Records. 4. Legal Descripition supplied by Indian River County and based on previous Boundary Survey prepared by H. Smith Surveying completed 5-9-98. 5. Elevations shown here are based on NGVD29 (National Geodetic Vertical Datum 1929) derived from Benchmark USC&G Z-200 = 23.255 6. The purpose of this Topographic Survey is to relay obtainable Horizontal and Vertical surface features as shown. 7. Locations of Underground Structures, Utilities, Features and/or Encroachments are not part of this task. There may be additional Sub -Surface Features not shown hereon. 8. Basis of Bearing: S09°57'30"E along" the Easterly Right -of -Way of U.S. 1 (Highway No. 1) 9. Date of Field Survey 8-8-03 P. 0. B. ((�� U 1 I 1 Conc. Pour Fd. Conc. Pouli Fd. I 5 CD MAG Nail & Disc Set in Center 1 1 1 o MAG Nail & Disc Q 0I 1 1 17.7 IRC P.S.M. 6118 Set in Center a of 5 0� �N �o +1816.6 6"0 Oaks IRC P.S.M. 6118 � ~ II �1 N NN N 10 +16.6 15.9 16" 0 Pine �(0.0q' N., 0.23' W I oJ o 15.3 7 WeII�7 g 124.72'(D 24.79(F) Bush Elect. 18.03 1 7.47 E.P. C nc Pad 16.58 15.86 15.09 � �' QQR/w 1 1 1 11 2 Brkn.) 17.o I �� Conc. �I + 1 7.6 4 cD 1 F.D.O. �� 1 1 1 + 1. , a I I a+ N N + as per 1 ' 1 Dwell I Ia I i i" i Miterinv. R/w MqP 7 1 11 1 Q v, 4 ° ► �•d i I �, o� .7 I Q�260 1 1 1 I O Manhole M d a 6 Q To El. 16.44 v Concrete 8_ arki:p 1 13.1 n 8 1 1 O P "Y. B.M. Elev. 14.67 4.8�. �t � , 5eetjp 8 4�Q 1 I O Bot. El. 10.98- (13 Regular Spaces, d P: 1 Inv. 11 -2 i �� 5 1 1 1 1- Handicap Space) „ .4 Qo� I1- . o _�_g - _ 24 + P-f.-C_M.P.1�.2a �'�.- N y o 1 1 1 1 1 C.M.P. erf.o-d-.-11.� - - = -.-+ - +14.Sp o 1 0�a a Cdtc4h Basin I cD.co Grate FI: 14.72 - 4 �� d , 1 I 1 1 1 o d Q� ' Steel. &affle: EI._ 13.43� � N• ° c 80 I R 1 1 1 fir' 1 +18.8 +18.8 a• a per o N� 1 1 1 11 1 •p a Trey I 1° , d I d p 1 N � a . I =I Ia I �° FA PG. 1 1 oo Y� �� 1� -n Flag o o 18.43 I I I 16.09 . I Pole d.> 25 16.13 00 O6 q M O tl jo N 1 CoPlaque �-�Septic00 3rd Floor PlatfoJI-+ �N+ 0 1 Tank & n r 1 , t p +19.8 c� �0 1 0 ► +17.7 +1 5. 1 I G Drain Ardda Clean -out C� NN 21.5 Field NN +1.3 +0.6 15.33 29 23.33+2+o G 22.9 �3.? Conc. Ramp22.7j f' 60.5' d °. Qd 1 0.4 o Overlie EI o a ec ric F.F. El. at F.F. El. at c = 11 1 C zl N ; Bay Doors Bay doors AU d - Ila1 1 O 11 v Avg. = 23.35 Avg.= 13.28 - 0 a a SEBASTIAN E.M.T. 0 4a Z �-+ Cn �- Concrete Dnve . o c� n - 0 0 o FIRE STATION NO. 9 o Q ° ti N a d ° a tO TWO STORY CONCRETE `0 o Q m a SPLIT LEVEL BUILDING 0 " . OCCUPIED FIRE STATION ° = 0 L- - s1 4 0 00 n 9.71 26. 7 lect. Conc. 12.6' U Q U.G. EI ct. 19.85 P. 21.794),et r .,Box t 60.2'Pntenna to Fire Sta. e o.3+ p ,SI N O/H Elect.P.S.M. 61 1 19.0 +17.9 7.14+16.5 14.72 14.69 12.85 P. Q) M d P.P. N +1 6.9, + + Antenna 5.1 5.2' W.M. c N i � N° 0 + + ono �� U Co Lk- Co�� 1� 1� 1� 1` � 5 VACANTo � � �I N cp O �-- �86 ° Misc. Trees & Underbrush 0 �, 0 03 Z UU � w 01 1 I 0 z C� �I o Q �0 _Q oil a ID�(,n �I _ 1 (D r. 1 I N M c0 W.M. cc Oil LEGEND & ABBREVIATIONS LEGEND & ABBREVIATIONS B.M. = Benchmark +15.7 = Elevation C.M.P. = Corrugated Metal Pipe O/H = Overhead Conc. = Concrete Fd. = Found El. = Elevation 1. P. = Iron Pipe Elect. = Electric Inv. = Invert E. P. = Edge of Pavement I.R. = Iron Rod and Cap F.F. = Finished Floor IRC = Indian River County P. P. = Power Pole P.S.M. = Profesional Surveyor and Mapper R/W = Right -of -Way P.O.B. = Point of Beginning U.G. = Underground P.O.C. = Point of Curvature W.M. = Water Meter F = Field W.V. = Water Valve D = Description or Deed CERTIFICATION Surveyor and Mapper in responsible charge is aeI O'Brien P.S.M. Date Florida Registration No. LS 6118 Indian River County Surveyor 8 a 1 Q0 o� + 40' 346 BM #2 op Flange /W W.V Fire Hydrant Metal w/ sts D B. 2 Bench rk El. 13.444' L Q) W r-,�CD rn -0 O O c Dom O > 0 o0 m (� 0 o Drive used for backing '+Gravel" Dri o+ fire trucks into doors on east side of building. a J U C) LLi %L 0 W a -0 Ln00 -E -t 00o O �+ o 20 0 10 20 40 1 GRAPHIC SCALE ( IN FEET ) ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN REDUCED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. LEGAL DESCRIPTION A parcel of land lying in Section 30, Township 30 South, Range 38 East, City of Sebastian, Indian River County, Florida. More particulary described as follows: Commencing at the SE corner of the intersection of New U.S. Highway No.1 and 9th Street, City of Sebastian, Florida, run South 09°55'54)1 East, along the East right- of-way line of New U.S. No.1 , a distance of 888.50 feet to the POINT OF BEGINNING; thence continue South 09°55'54" East, along said East right-of-way line of New U.S. Highway No.1 , a distance of 150.42 feet; thence run South 87°50'34" East, on a line parallel with 9th Street, a distance of 98.58 feet to the West right-of-way line of North Central Avenue; thence run North 0°04'06" East, along the West right-of-way line of North Central Avenue, a distance of 147.18 feet; thence run North 87'5034" West, on a line parallel with 9th Street, a distance of 124.72 feet to the POINT OF BEGINNING; all being a portion of Section 30 of Fleming Grant as shown on a certain map of Wouregan of Fleming Grant made by S.B. Carter and filed in the land records of Brevard County, Florida; said land now lying and being in Indian River County, Florida. 0.38 Acres more or less. No. Revision Date BY INDIAN RIVER CDUNTY 18 40 25th STREET VERO BEACH FL 32960 (772) 567-8000 ?0V �0 Deparfinenf of Pu,b/ic wor�S •� P• Englneenng� DIvIsion °R�o DESIGNED BY: .BY: SECTION 30 DATE: 10-20-0,3 TOWNSHIP JOS° DRAWN a. ROACH COUNTY PROJECT No. 0394 RANGE 38E APPROVED BY: M. 0 BR/EN FIELD BOOK NO. PAGE SLANCHARD gK73 >O REFERENCE SHEET 1 OF 2 FOR BOUNDARY SURVEY PREPARED FOR INDIAN RIVER COUNTY TOROGII?APHIC SURVEY SEBASTIAN E. iY. T. F/RE STA T/ON NO. 9 CITY OF SEBAST/AN PORT/ON SECT. 30, FLEM//VG GRANT SHEET 2 100 OF 2 13 1q U�w o C-) (uoil puoo aood) (Qi 4'9 t l uoady alaaou00 5_ i O t 0 7,1 � tz Zl. "DM .ouo0 st zt tZzt 9 Zl 961 _ N coL g041 00 68Z1 o "' \ Z'09 i \ cn �0� O N W Q z �� \ W W Z O \ \ W II. 0 Q �. v Z M t� z cn W O W N+ C \ Q ��YY11 O W w T + N W LC)z \\ Z C� \� L Q k->- W L- 0 p U Q a\ Q 0\ N i— Q � > 0 LJJ rn O \ o i Q (� ♦— JLLJ0 O\ '4 N N+ \ O I_v 0 II — Lii mW�� � t9 � \ 0 r� rn \ LL m Q f— U) O N cn N n \ \ \ 0-09 \r- 0 E-Y9 m �� O co fitN � _ N 95 �C. 1- �+ 0L Z6. l9 Zz03 > Q N U 0 O ju� C� 0 Q0 1/7 At ive i w INDIAN RIVER COUNTY 1 Project SEBAST/AN £.M. T. ,FIRE 1840 25th STREET Mary Indian Fiver Counly VERO ©EACH , FL 32960 - 7 STATION NO. 9 (772) 567-8000 ,o� Oeparlmenl of Pub/ic Works Date: Oclober 20, 2003