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HomeMy WebLinkAboutDensity & Water Content Of Soil(fax) % 1 917 At', . IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Project Address: Report ID: - --------- - ---- - Client: IQA-f Date Permit No: Field Tech :,�r�� A Test Mode: pb Area Tested�: .. . ....... ............ .......... ...... Soil Description: . ........ ... ....... ........ ......... ....... .... ......... ..... ............. .... . .......... ............ .... ......... ......... ................ ... ............. Proctor/ LBR ID: Max Density (PCF): Opt Moisture Test Standard: Compaction Required .... . ... . ..... -Probe Elev Wet ­.­­n D . ry - Moist. Compaction nu, Depth Density Density Location (in) I&U? (PCF) (PCF) % Result 12, 2 cf:�Ik�6A� of 3 4 5 6 7 8 9 1 0 2 Testing Gauge Information: Manufacturer: Model: S/N: ............. -------- . .............. .. Density Standard (DS): Moisture Standard (MS): Remarks: ........ . . Legend for Elevation: Respectfully Submitted: P p = P'oo roll R Pro R ro" 1, 2, 3 = 1st, 2nd, 3rd Lift GFA International, Inc. :Spriongline SL I Lift FL Final Lift FBPE CA # 4930 SG = Subgrade BG Below Grade I w Grade BC = Basecourse BOF = Bottom of Footing 5117�2013 ttom of Footing To T P TOP = Top of Pipe FG = Finished Grade I hed Grade Test report shall not be reproduced, ex of ce n r '11 Professional Engineer# E Fl� WFILLen approval of GFA International State of Florida . . .... -eoLeUlnlcal . Construction Materials Testing Special and Threshold Inspections - Plan Review ar Florida's Leading Engineering Source Www-tearngfa.con, CATCH BASIN RIM EL-22.75' �. GRAPHIC SCALE / 50 0 25 50 100 200 GENERAL NOTES 1) Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. ( IN FEET ) 2) Additions or deletions to survey maps or reports, by other than the signing party or parties are prohibited, without consent of the signing 1 inch = 50 ft. 7<</ party or parties. 3) Description shown hereon provided by the client and/or their agent. A=90'00 00 4) Underground utilities, utility services, foundations and improvements were not located as part of this survey. \ R=100.35' 5) Overall parcel contains 16.13 acres, more or less. RECEEWED ✓/�✓> L=157.63' 6) The last date of field work was December 20, 2011. CB=S5412'O7"W 7) The hereto, Southwest line of Reserve Boulevard is assumed to bear South 2256'08" East and all other bearings shown tereon are relative t20�� CD=141.92 8) By graphic plotting only said described property is located within an area having a Flood Zone Designation "X" by the Federal Emergency SEP 1 Management Agency (F.E.M.A.), on Flood Insurance Rate Map No. 12111CO275 F with a date of Identification of August 19, 1991, for pot; is Works Community Number 120285, in St. Lucie County, Florida. St. Lucie Goeiray, FL 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. 12" YARD DRAIN 10) Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, abandonment's, deed RIM EL-23.61' restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. INV-22.01 P Y , Al 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 seF\ /gyp Reserve dated September 1994. S\ CATCHBASIN SF\ /RIM VL_24.64 DESCRIPTION \ / W IN. -19. \ / •F' SE INV.-19.89 l00 /�ryyk 3A.\\ A parcel of land lying in a part of Section 27, Township 36 South, Range 39 East, St. Lucie County, Florida, and SET s/e" IR& being more articular) described as follows: STAMPED WITNESS LB 4286'. g particularly �ryo 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, LEGEND ryy of a 300.00 foot Ingress and Egress Easement known as `Reserve Boulevard", and recorded in Official Records �p� Book 629, Pages 2523 through 2526 inclusive of the Public Records, of. St. Lucie County, Flc-ido; Thence CONC. DENOTES CONCRETE 1S'�• BST DENOTES BELL SOUTH TELEPHONE RISER Southeasterly along the Southerly extension of said `Reserve Boulevard'; South 48i1'37" East, a distance of R�' 270.27 feet to the Beginning of a circular curve concave to the Southwest having a radius of 2350.00 feet and �P3 DENOTES RECORD PLAT DATA DENOTES CALCULATED DATA a central angle of 25°15'29" thence Southeasterly along the arc of said curve, an arc distance of 1035.97 feet (i DENOTES CENTERLINE to a point of tangency, thence south 22°56'08" East, a distance of 732,22 feet, to a point Df curvature of a (M) DENOTES MEASURED DATA P 9 Y P ID DENOTES IDENTIFICATION NUMBER SET 5/8" IR&c circular curve concave to the West, having a radius of 1124.00 feet and a central angle of 3816'24'; thence TOB DENOTES TOP OF BANK SET 5/e" IR&C STAMPED LB 4286 Jj2 ,y ASPHALT PARKING srAMPEO LB aze6 0. ,. �OLF COURSE Southerly along the arc of said curve, an arc distance of 750.83 feet, to a point of tangency; thence South TYP. DENOTES TYPICAL N54'12'07"E UNPLATTEo P g FND. DENOTES FOUND 'a 15°20'16" West, a distance of 434.07 feet, to a point of curvature of a circular curve concave to the East having L.B. DENOTES LICENSED BUSINESS 79.08' a radius of 1300.00 feet and a central angle of 33°35'08'; thence southerly along the arc of said curve, an arc OHU DENOTES OVERHEAD UTILITIES PROJECT BENCHMARK mm-�mmmm� distance of 762.03 feet to a point of tangency thence South 18°14'52" East, a distance of 784.39 feet, to a © DENOTES WATER METER SET 5/8" IR&C '�y point Of curvature Of a Circular Curve concave t0 the Northeast having a radius of 1034.87 Iaet and a Central # DENOTES AREA LIGHT STAMPED LB 4286 9�r R/W DENOTES RIGHT OF WAY EL = 31.21 A angle of 18°43'35'; thence Southeasterly along the arc of said curve and arc distance of 338.24 feet to a point � DENOTES POWER POLE (NGVD 29) 8" YARD of cusp and the Point of Beginning; thence continue Southeaster) aloe the arc of a Curve concave to the PRM DENOTES PERMANENT REFERENCE MONUMENT GRAIN 62.35 P 9 g' Z 216.4 ASPHALT PARKING '1'n, SET PK NAIL & DISK y 9 ' C DENOTES CHORD w ONE STORY N g Northeast having a radius of 1034.87 feet and a central angel of 05°18'06', thence Southerly along the arc of STAPMED LB 4286 CB DENOTES CHORD .BEARING (A''s BUILDING m said curve, and arc distance of 95.76 feet to a point of non -radial intersection; thence South 5412'07" West, a R DENOTES RADIUS (FFE = 32.87) cn v distance of 628.29 feet; thence South 35°47'53" East, a distance of 193.31 feet; thence South 54°12'07" West, a L DENOTES LENGTH GOLF COURSE 6z.3s 0 DENOTES DELTA DEGREES (CENTRAL ANGLE) UNPLATTED (A�4.5'x4.0' {hence North 35°4T53" West, a distance of 571.88 feet; thence Ncrth 54°12'07" East, distance of 1220.14 feet; POC DENOTES POINT OF COMMENCEMENT TRANSFORMER CA104BASN 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 POB DENOTES POINT OF BEGINNING 0.5' OVERHANG- PAD RIM EL -z7.7s ; RCP DENOTES REINFORCED CONCRETE PIPE NW INV.-19.98 -� circular curve concave to the South having a radius of 100.35 feet and a central angle of 90°00'00', thence s`. NE IN .-I .96 CATCHBASIN Ul ERCP DENOTES ELLIPTICAL REINFORCED CONCRETE PIPE 11 9� 18sD' 's2•i sw INV.-1e.9a se Inv zo.40 m Northerly, Easterly and Southerly along the arc of said curve a distance of 157.63 feet to the point of tangency; CMP DENOTES CORRUGATED METAL PIPE r_______________1___ A ai ASPHALT PARKING SW INV.-20.17 thence South 80°47 53" East, a distance of 359.19 feet; thence South 35°47'53" East, a distance of 92.19 feet; DENOTES SIGN j 90.06, U �; - thence North 54°12`07" East, a distance of 567.56 feet; thence South 35°47'53" East, a distance of 140.00 feet; P.B. DENOTES PLAT BOOK L 18.06' •6J thence North 54°12'07" East, a distance of 596.90 feet, to the oint of curvature of a circular curve concave to FOUND a'xa' cM C.M. DENOTES CONCRETE MONUMENT e oy' ___ • P STAMPED 6674 ORB DENOTES OFFICIAL RECORDS BOOK M. - the West having a radius of 25.00 feet and a central angle of 91 °10 34" thence Northwester!y along the arc of SET IR/C DENOTES 5/8" IRON ROD WITH CAP said curve a distance of 39.78 feet, to a point of cusp and the Point of Beginning. STAMPED "LB 4286" VALVE PG. DENOTES PAGE N54012'07"E 567.56' COR. DENOTES CORNER ...i '.1-2" BACKFLOW ASPHALT PARKING P.O.B. DENOTES POINT OF BEGINNING P.O.C. DENOTES POINT OF COMMENCEMENT 1 6" FIREMAN •� FOUND IR&C 1. P. DENOTE' '.ON PIPE STAMPED 3432 ASPHALT I.R. DENOTE�ON ROD 01.1E STORY U.E. DENOTES UTILITY EASEMENT CBS &METAL I � P.I. DENOTES POINT OF INTERSECTION e, BUILDING p ' P ! .S. DENOTES PROFrSSIONAL LAND SURVEYOR b (FFE = 31.48) E- DENOTES GUY WIRE ANCHOR W F.F.E. DENOTES FINISH FLOOR ELEVATION ONE STORY N.A.V.D. DENOTE' ORTH AMERICAN VERTICAL DATUM � .� •P CBS BUILDING I ASPHALT PARKING � V DENOTES -,.•IRE HYDRANT (RESTROOMS) O � WM DENOTES WATER MAIN (FFE = 31.48) g CATCHBASIN O w U/AT&T DENOTES UNDERGROUND AT&T CABLE RIM EL.-28.07 • U GAS DENOTES UNDERGROUND GAS LINE 10.3' INV. = 24.82 RI CATCHBASIN / 6.0' OVERHANG ?o , I CATCHBASIN RIM EL-25.62 INV DENOTES INVERT u 3' u RIM EL-27.56 ELEV DENOTES ELEVATION N (TYPICAL)- m SANITARY SEiNv-18&ao FFE DENOTES FINISHED FLOOR ELEVATION m m I NW INV._20.35 �. 87.1, i r �• 27.58' g I m 3' • , MANHOLE SE INV.-20.33 SW INV. 18. 4 ss• Soso' J RIM EL. 1= 29.77 SW INV.-24.6z SV DENOTES SANITARY VALVE ND 5��--� 10.3' i INV. ELI- 25.81 SANITARY MANHOLE GV DENOTES GAS VALVE J 0 SANITARY MANHOLE FLLLEGIBLE/8" IR&C r__ , RIM EL. - 27.46 sw INV. = 2aso PUE DENOTES PUBLIC UTILITY EASEMENT r -T- i ® ASPHALT SW INV. = 22.97 RIM EL = 25.90 TRAV DENOTES TRAVERSE a NE INV. = 22s1 NEW INv. = u,za DE DENOTES DRAINAGE EASEMENT 14 fl SE INV. = 14,11 DENOTES PALM TREES co DENOTES PINE TREES BUILDING�rt r---- a g DENOTES OAK TREES fe CO. I I s I SANITARY MANHOLE 18 I e RIM EL - 29.25 $ ASPHALT FOUND 4"z4" S f1 V1BUILDING-,~ i SW INV. = 24.37 CM FIRM LU., +O,Ved WOOD -r___-' i NE INV. - 24.34 CONC FLUME Dot "l la1 (FFE 31.45) I I II SANITARY ' PROJECT BENCHMARK ' I MANHOLE SET PK NAIL & DISK -----------' '----- S S -----� RIM EL 30.25 ASPHALT n CATCHBASIN STAMPED LB 4286 5.56' NW INV. - 7� 20 L 70.95' 1600 b 11322' ` NE INV. = 2g5.10 RIM EL-27.78 EL = 26.65 VALVE PIT y 9 NW INV. 20.53 (NGVD 29) \. 2 0' °+' ONE STORY �C•JVALVE CATCHBASIN SE INV. 22.08 WET WELL N;o'15 ,�sSs CBS!OUILDING m swNv.=za.23 El RIM EL-28.41 CATCHBASIN TOP OF FORMBOARD ": (CLUBHOUSE) u NV. - 24.26 RIM EL-25.62 (EL = 30.85) 1s.o8' N (FFE' 31.52) bh sw wv-17.ea 1No 13.00' �e 'NE INV._78.00 83.2' 9.CA ASPHALT PARKING wCATCHBASIN -+(nRIM EL=Z8.50NW INV.=22.26 WCONC. WAL.!( CAzr C,3b m w \ Rgq''S,iiaNF ASPHALT PARKING `3'9 `FS 'C ro y „„„� FOUND exe CM \'9SS�ng1' " 88.0'---- ...............----------,-- ®c===_ _------ ".. u��. �.�",�m� NO ID \f1 65.00' \ S54'12'07"W 1220.14' SET 5/8" IR&C STAMPED WITNESS LB 4286 OFFSET 65 ON PROPERTY UNE P \ R$ �OLF COURSE q 0 UNPLATTED c gg P "a COMPUTER FIELD BK. PG. , j - BY DATE FILE REF: - R E V I S I O N 1 09-oeo 16.aw9 C U L P E P P E R �L T E R P E N I N G INC GLM 9-18-14 �♦ � I I ADDED FORMBOARD f� s - CONSULT NG ENG NEERS I LAND SURVEYORS THOMAS P. KIERNAN SIGNATURE DATE 298 PROFESSIONAL SURVEYOR & MAPPER FLORIDA CERTIFICATE NO. 6199 u 9 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 PH6NE 772-464-3537 • FAX 772-464-9497 • w Xt-eng.com STATE OF FLORMA CERTTFICATION No. LB 4286 BY DATE FIELD CALCS. DRAWN GLM 9-18-14 DETAILED CHECKED APPROVED FORMBOAltD AS -BUILT SURVEY PREPARED FOR J'GA AMERICA DATE:9-18-2014 HORIZ. VERT. SCALE: 1"=50' SCALE: N/A JOB No. 09-090 SHEET 1 OF 1