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HomeMy WebLinkAboutFormboardt RAN A90000000" R=100.35' L=157.63' CB=S54'12'07"W CD=141.92', S'0 ss\ CATCHBASIN RIMEEL N-19.64 \ / D SE INV,-19.69 'vIA, SETS LB IR 4286 _ \ � _ � / +� STAMPED WITNESS LB 4286 -'�-�j 1 `�S\ • 1, SET 5/8" IR&C \ SET 5/8" IR&C STAMPED LB 4286 >>? .y ASPHALT PARKING STAMPED LB 4286 °' N54'12'07"E 7a 79.08' PROJECT BENCHMARK 94 SET 5/8" IR&C ti STAMPED LB 4286 �T EL. =31.21 y A (NGVD 29) 9'p Z 216.4' 62.35' ASPHALT PARKING L4 ONE STORY - i ua, b (FFE = 32.87) c°n' v i 62.35' c I 4.5'x4.0' CAs! GOLF COURSE TRANSFORMER .� � UNPLATTED PAD 6.5' OVERHANG --I h. 1 (� 18.60' S?•1 r -- -- -- � aol 90.06(0j L_ �) 0 18.06' � I ;a o; { m r--� I I VALVE � I \ i NW INV.-19.98 NE INV.-19.92 SW INV.-19.94 ASPHALT PARKING GOLF COURSE UNPLATTED )00 J SRIM E IN . CATCHBASIN26 40 11 SW INV.-20.17 .{s GENERAL NOTES 1) Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 2) Additions or deletions to survey maps or reports, by other than the signing party or parties are prohibited, without consent of the signing party or parties. 3) Description shown hereon provided by the client and/or their agent. 4) Underground utilities, utility services, foundations and improvements were not located as part of this survey. 5) Overall parcel contains 16.13 acres, more or less. 6) The last date of field work was October 22, 2014. 7) The Southwest line of Reserve Boulevard is assumed to bear South 22.56'08" East and all other bearings shown hereon are relative thereto. 8) By graphic plotting only said described property is located within an area having a Flood Zone Designation "x" by the Federal Emergency Management Agency (F.E.M.A.), on Flood Insurance Rate Map No. 12111CO275 F with a date of identification of August 19, 1991, for Community Number 120285, in St. Lucie County, Florida. 9) Elevations shown hereon are based on the Port St. Lucie Benchmark "622" with a published elevation of 24.978 feet, based on the North American Datum of 1988. A factor of 1.475 was added to the published elevation to convert to the National Geodetic Vertical Datum of 1929. All elevations shown are based on the National Geodetic Vertical Datum of 1929. 10) Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. 11) As-builts shown hereon are based on a Record drawing done by Lawson, Noble & Associates, Inc. for P.G.A. Clubhouse Facility at the Reserve dated September 1994. DESCRIPTION A parcel of land lying in a part of Section 27, Township 36 South, Range 39 East, St. Lucie County, Florida, and being more particularly described as follows: Commence at the Northeast corner of Lot 66 according to the Plat of Reserve Plantation Phase I, as recorded in Plat Book 24, Page 20, of the Public Records, of St. Lucie County, Florida, said point being on the Southerly line, of a 300.00 foot Ingress and Egress Easement known as "Reserve Boulevard", and recorded in Official Records Lu Book 629, Pages 2523 through 2526 inclusive of the Public Records, of St. cie County, Florida; Thence Southeasterly along the Southerly extension of said `Reserve Boulevard', South 48°11'37" East, a distance of 270.27 feet to the Beginning of a circular curve concave to the Southwest having a radius of 2350.00 feet and a central angle of 25'15'29", thence Southeasterly along the arc of said curve, an arc distance of 1035.97 feet to a point of tangency; thence south 22°56'08" East, a distance of 732.22 feet, to a point of curvature of a circular curve concave to the West, having a radius of 1124.00 feet and a central angle of 38'16'24" thence Southerly along the arc of said curve, an arc distance of 750.83 feet, to a point of tangency; thence South 15'20'16" West, a distance of 434.07 feet, to a point of curvature of a circular curve concave to the East having a radius of 1300.00 feet and a central angle of 33'35'08", thence southerly along the arc of said curve, an arc distance of 762.03 feet to a point of tangency; thence South 18°14'52" East, a distance of 784.39 feet, to a point of curvature of a circular curve concave to the Northeast having a radius of 1034.87 feet and a central angle of 18°43'3511; thence Southeasterly along the arc of said curve and arc distance of 338.24 feet to a paint of cusp and the Point of Beginning; thence continue Southeasterly along the arc of a curve concave to the Northeast having a radius of 1034.87 feet and a central angel of 05.18'06", thence Southerly along the arc of said curve, and arc distance of 95.76 feet to a point of non -radial intersection; thence South 54'12'07" West, a SET PK NAIL & DISK distance of 628.29 feet; thence South 35°47'53" East, a distance of 193.31 feet; thence South 54°12'07" West, a STAPPED LB 4286 distance of 1220.14 feet; thence North 35°47'53" West, a distance of 571.88 feet; thence North 54°12'07" East, a distance of 79.08 feet; thence North 09.12'07" East, a distance of 251.17 feet, to a point of curvature of a circular curve concave to the South having a radius of 100.35 feet and a central angle of 90°00'00'; thence Northerly, Easterly and Southerly along the arc of said curve a distance of 157.63 feet to the point of tangency; thence South 80°47'53" East, a distance of 359.19 feet; thence South 35°47'53" East, a distance of 92.19 feet; thence North 54°12'07" East, a distance of 567.56 feet; thence South 35°47'53" East, a distance of 140.00 feet; thence North 54°12'07" East, a distance of 596.90 feet, to the point of curvature of a circular curve concave to the West having a radius of 25.00 feet and a central angle of 91 °10'34'; thence Northwesterly along the arc of said curve a distance of 39.78 feet, to a point of cusp and the Point of Beginning. FOUND 4"x4" CM_ STAMPED 6674 N54'12'07"E 567.56' i I -2" BACKFLOW ASPHALT PARKING } I FOUND IR&C I i 6" FIREMAIN STAMPED 3432 ASPHALT I I > ONE STORY 6i CBS & METAL N BUILDING (FFE = 31.48) ONE STORY CBS BUILDING ASPHALT PARKING (RESTROOMS) CATCHBASIN (FFE = 31.48) RIM EL=28 07_7 \� 10.3' 6.0' OVERHANG N (TYPICAL)-1 3N I SANITARY 87.1' i r i 27.58' y I a 3' °° j MANHOLE s RIM EL. = 29.77 I s , 5.52' 4 25'_ _ S• 50.60' 10.3' i� INV. EL = 25.81 I I � I 00 > BUILDING r.1 L-_--i D 10.6' D to I D r I o> I 1 ONE STORY CONC FLUME (OOD BUILDING )----J I I I I I SANITARY -- I I MANHOLE~� -----------i �-----------� RIM EL. = 30.25 S 05NW INV. .56` 1k 113.22' NE INV. 251 250°' ONE STORY ' �sssss CBS BUILDING E N (CLUBHOUSE) N I� (FFE = 31.52) a l 0 113.00' Io au Jro o ry ) IQ. .9 f �' v TOP OF 8" STEMWALL 18,75' ON 30" CONC FOOTER EL=31.45 rn Ln w o O ^? NO STEM WALL \ I FOOTER IN PLACE I l9ls 18.78' ^� �3 �� 17.85' . � 1" a"; F 1081' _ v! - , cji 00 s� \ 65.00' \ SET 5/8" IR&C STAMPED WITNESS LB 4286 \ET 65' ON PROPERTY LINE THOMAS P. KIERNAN PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATE NO. 6199 �o S• 15.8' 15.85',�,� a: SIGNATURE DATE COMPUTER FIELD BK. PG. FILE REF. 09-090stemwall. dwg INV. - 24.82 ASPHALT CATCHBASIN RIM EL-27.56 NNW INV.-20.35 SE INV.-20.33 SW INV.-24.62 SANITARY MANHOLE RIM EL. = 27.46 SW INV, = 22.97� NE INV, = 22.91 SANITARY MANHOLE RIM EL. = 29.25 SW INV. = 24.37 S ASPHALT NE INV. = 24.34 FA-30I_1>y 1 CATCHBASIN- RIM EL-28.41 INV. - 24.26 ASPHALT PARKING ASPHALT PARKING S54'1 GOLF COURSE UNPLATTED UCATCHBASIN IRIM EL=27.78 NW INV.-20.53 SE INV.-22.08 SW INV.-24.23 CULPEPPER & TERPENING INC I I CONSULT NG ENG NEERS 0 LAND SURVEYORS 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 " FAX 772-464-9497 • www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 CATCHBASIN RIM EL=26.50 NW INV.-22.26 1220.140 ADDED STEMWALL - R E V I S 1 0 N S- PROJECT BENCHMARK SET PK NAIL & DISK STAMPED LB 4286 EL. = 26.65 (NGVD 29) BY I DATE GLM 110/23/14 BY DATE FIELD CALCS. DRAWN GLM 10 23 14 DETAILED CHECKED APPROVED O O SANITARY MANHOLE RIM EL = 25.90 -\( SW INV. = 20.90 NE INV. = 14.284.28 SE INV. = 14.11 FOUND 4"x4" CM PRM tC W t FOUND 4%4" CM NO ID GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. LEGEND CONC. DENOTES CONCRETE BST DENOTES BELL SOUTH TELEPHONE RISER (P) DENOTES RECORD PLAT DATA (C) DENOTES CALCULATED DATA q DENOTES CENTERLINE (M) DENOTES MEASURED DATA ID DENOTES IDENTIFICATION NUMBER TOB DENOTES TOP OF BANK TYP. DENOTES TYPICAL FND. DENOTES FOUND L.B. DENOTES LICENSED BUSINESS OHU DENOTES OVERHEAD UTILITIES © DENOTES WATER METER # DENOTES AREA LIGHT R/W DENOTES RIGHT OF WAY `III DENOTES POWER POLE PRM DENOTES PERMANENT REFERENCE MONUMENT C DENOTES CHORD CB DENOTES CHORD BEARING R DENOTES RADIUS L DENOTES LENGTH 0 DENOTES DELTA DEGREES (CENTRAL ANGLE) POC DENOTES POINT OF COMMENCEMENT POB DENOTES POINT OF BEGINNING RCP DENOTES REINFORCED CONCRETE PIPE ERCP DENOTES ELLIPTICAL REINFORCED CONCRETE PIPE CMP DENOTES CORRUGATED METAL PIPE O -tr- DENOTES SIGN P.B. DENOTES PLAT BOOK C.M. DENOTES CONCRETE MONUMENT ORB DENOTES OFFICIAL RECORDS BOOK SET IR/C DENOTES 5/8" IRON ROD WITH CAP STAMPED "LB 4286" PG. DENOTES PAGE COR. DENOTES CORNER P.O.B. DENOTES POINT OF BEGINNING P.O.C. DENOTES POINT OF COMMENCEMENT 1. P. DENOTES IRON PIPE 1. R. DENOTES IRON ROD U. E. DENOTES UTILITY EASEMENT P. 1. DENOTES POINT OF INTERSECTION P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR E--- DENOTES GUY WIRE ANCHOR W F.F.E. DENOTES FINISH FLOOR ELEVATION Cn N.A. V.D. DENOTES NORTH AMERICAN VERTICAL DATUM v ryc DENOTES FIRE HYDRANT WM DENOTES WATER MAIN W U/AT&T DENOTES UNDERGROUND AT&T CABLE s m U/GAS DENOTES UNDERGROUND GAS LINE CATCHBASIN INV DENOTES INVERT RIM EL-2.6 NW INV.-18.00 ELEV DENOTES ELEVATION SE INV.-18.00 FFE DENOTES FINISHED FLOOR ELEVATION SW INV.-18. SV DENOTES SANITARY VALVE FOUND 5/8" IR&C GV DENOTES GAS VALVE ILLEGIBLE TRAY DENOTES TRAVERSE PUE DENOTES PUBLIC UTILITY EASEMENT DE DENOTES DRAINAGE EASEMENT DENOTES PALM TREES DENOTES PINE TREES DENOTES OAK TREES VALVE PIT WET WELL CATCHBASIN - RIM EL-25.62 NW INV.-18.00 SW INV.-17.98 NE INV.-1&00 CA N v W r*1 FORM130ARD AS -BUILT SURVEY PREPARED FOR PGA AMERICA DATE:10/23/2014 HORIZ. VERT. SCALE: 1 "=50' SCALE: N/A JOB No. 09-090 SHEET 1 OF 1 IL