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Home My WebLink AboutAPPRVD SITE PLANCONSTRUCTIOPd PLAN FOR FPL INTIjRSTATE SOLAR EDUCATION/OPERATION CENTER IN SECTIONS 28, TOWNSHIP 34 S, RANGE 39 E ST. LUCIE COUNTY, FLORIDA PREPARED FOR FLORIDA POWER LOCATION MAP N.T.S. SECTIONS 28, TOWNSHIP 34 SOUTH, RANGE 39 EAST IIFILE NAME: 16-177.004 COVER.DWG Holme, Jackson Wa". osM1 hats _ Be, Gulf LIGHT FPL., COMPANY Nassau Lakevi Park V1kng effereon Hamilton Lean Modisan 0.14 I"6rIo Ra Indrio vue sr uuie Baker PROJECT LOCATIONS' Ai rt`°"al Wakullo Suwannee plumb' z se Lucie siva St Lu -ie r 4yys WAnt)k, Rc aNar YCT74t' s Sunland w Garl union Clay tort Pte AtaSvHiCE'_ VG ti@ .O. q e`ri t 475 afa elle rro LOCATION MAP N.T.S. SECTIONS 28, TOWNSHIP 34 SOUTH, RANGE 39 EAST IIFILE NAME: 16-177.004 COVER.DWG Holme, Jackson Wa". osM1 hats _ Be, Gulf LIGHT FPL., COMPANY VTCTNTTV A4 A P 1.T T Collier Browora Dade op a CULPEPPER & TERPENING INCCIO, Fy 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO 4286 CONSTRUCTION PLANS II01-24-2020 1%\ ?F R,TER, F //,, 5 JGEnIsF ' No, 242'6 JAMES P.iE NG JR,. E., FL:,RU$C -N°. 2427 FPL INTERSTATE " SOLAR ENERGY CENTER C&T P JECT N0. 16-177.004 Nassau effereon Hamilton Lean Modisan Baker Duwl Wakullo Suwannee plumb' aNar union Clay afa elle R. ohne ilcM1ria q,acM1ua Ga. Putnam Fag1er INDEX TO SHEETS Lery Moran SHEET DESCRIPTIONN0. vmusia 1 COVER SHEETCitrusLake MEXICOamte AOATLANTICMEXICO2MASTERIMPROVEMENTPLAN Haman,° Grange 3 SITE IMPROVEMENT PLANPaw. Hillsdaraagn Osceola 4-5 TYPICAL SECTIONS AND DETAILS Polk Brewra 6 SWPP PLAN Pirelli. IndianN , Moral a,_ cumm"eB' PROJECT 7 SWPP DETAILS rviynlande Ladle VICINITY Oe Soto Marlin arcane enaroue Shall Lee Hard, Palm Beach VTCTNTTV A4 A P 1.T T Collier Browora Dade op a CULPEPPER & TERPENING INCCIO, Fy 2980 SOUTH 25th STREET • FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 • FAX 772-464-9497 • www.ct-eng.com STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO 4286 CONSTRUCTION PLANS II01-24-2020 1%\ ?F R,TER, F //,, 5 JGEnIsF ' No, 242'6 JAMES P.iE NG JR,. E., FL:,RU$C -N°. 2427 FPL INTERSTATE " SOLAR ENERGY CENTER C&T P JECT N0. 16-177.004 a aw or tr 0 w ch a. r ca 040 t as 0 CL M 3 o aiNv m 00 r - I of wI rn m 00 vL- 0 0- 0 v 0 cn as a w I CL 4 i m cis 0 N 1 a CL f a- CULPEPPER & TERPENING INC 2980 SOUTH 25th STREET o FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 • FAX 772-464-9497 * www.ct-eng.caan STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 4286 N Sm va 00 eo ee ee ee I E- r`E- KIFl SOIL TRACKING PREVENTION DEVICE PROPOSED PATH EXPANSION EXISTING WETLAND 10" UPLAND BUFFER PV ARRAY BOUNDARY X PROPOSED SECURITY FENCE EXISTING PATH LITTORAL PLANTING r, - x - EXISTING FENCE Q INVER'T'ER SKID GRAPHIC SCALE 150 0 75 150 IN FEET } 1 inch = 150 M T L DATE: 11 /19/19 HORIZ. SCALE:1"=150' VERT. SCALE: N/A J013 No. 16--177.004 SHEET 2 of 7 BY DATE DESIGNED JPT 9-18-19 CALCS. DRAWN KU 11-18-19 DETAILED CHECKED JPT 11-19-19 APPROVED JPT 11-19-19 I E- r`E- KIFl SOIL TRACKING PREVENTION DEVICE PROPOSED PATH EXPANSION EXISTING WETLAND 10" UPLAND BUFFER PV ARRAY BOUNDARY X PROPOSED SECURITY FENCE EXISTING PATH LITTORAL PLANTING r, - x - EXISTING FENCE Q INVER'T'ER SKID GRAPHIC SCALE 150 0 75 150 IN FEET } 1 inch = 150 M T L DATE: 11 /19/19 HORIZ. SCALE:1"=150' VERT. SCALE: N/A J013 No. 16--177.004 SHEET 2 of 7 R1-1 30" x 30" (TYP.) HIGH INTENSITY REFLECTIVE FDOT VARIES STANDARD STOP SIGN 3,500 P.S.I. CONCRETE FIBERMESH STOP 2% MAX, 1% MIN. 1.5% TYP. W/ 3,000 PSI CONCRETE WITH FBERMESH 1/2" CHAMFERl 6' 6 " THICK STANDASUBGRADERD rl TRAFFIC AREA 12" STABILIZED 6' TO 12' Q a A SUBGRADE, LBR 40, m d COMPACTED TO 98% MAXIMUM DENSITY PER LLI COMPACTED SUBGRADE 12 .. ............................. AASHTO T-180 EDGE OF PAVEMENT...... 0z STOP SIGN DETAIL THICKENED EDGE SIDEWALK DETAIL TYPICAL CONCRETE SECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE MOM 6" TCPSHALL HAWK L£ FlP-2,-0 k 22-06 BACKHAVE A TH WHITES EWE WHIT: REFIECTYE 6 „ s».reaL Arra BGRDER. SYMBOL AND BORDER. 1 BOTTOM PORTON SHALL HAW A ADA DETECTABLE WARNING PAD ADA REHE W WRITE BACKGROUND WTH SICN SIGN BUCK OPAQUE LEGEND AND SCM. A 1 F1P-20-06 k 22-0E MAY BE FABRICATED O O R1 CNE PANEL OR TWO, 2" R d 000000 4. 1l 0 IS FOR AREAS MORE DACE SIDEWALK 12y1 000000 12:1 Is WRIim. Ad000000 EOP/EOW 005000 m S BASE N I'—fi i Au 1ETlFRs: s• SERIES c f d SUBGRADE WHEEL FTP -21-06 b SPACING BETxE" LINES OF lIXT 12' (3) 6• WHITE STRIPES M -21-W 1'-B• x 2'-6• 2' RADII W BORDER NOTE: ALL CURBS TO BE TYPICAL HNDICAP EWHLY SPACED PARKING SPACE COLO 16CfE`10 BACKGRWND 6" BASE MA--ERIAL, LBR 100* SAWCUT ®5' INTERVALS. PARKING BY m i1P-21-06 LEGEND AND BORDER BWE DISABLED H PERMITONLY TOPBOTTMI BWE WTE WHITE BIAq( 1' TRANSITION e22-06 12" STABILIZED COMPACTED SUBGRADE, LBR 40* FSE BLUE 0O BLUE iI3D IIAX b 1• RADII X• BORDER 1' SERIES c 1EGENB TOP OF CURB BLUE BLUE MHITE B 00OAxD BLACK tEGENO AND BORDER 98% MAXIMUM DRY DENSITY PER AASHTO T-180 TYPE "D' cuRe F X2106 T MU 17M GUTTER TERMINATION HANDICAPPED PARKING DETAIL TYPICAL PAVEMENT SECTION TYPE 'D' CURB DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE CORNER ARM Le GATE OPENING MUST BE PERPENDICULAR TO40' BARBED WIRE (TYP.) 4E DEGREE B/W ARM (TYP) UNE of TRA VET of SERVICE vEwaE. 8' % 8• BOND BEAM W/ 2 /5 BARS CONT. R STEEL CONST. WEEP HOLES BOLLARDCONST. ACCOMMODATE DRAINAGE 1' BARBED WIRE 4• DIA. % 42• HIGH 25'3" PROP. 6' FENCE INTMO CONCRESOITEW/ 18 EMBEDDED INTO CRRETE SOLAR PANELS I X Foo ATH BLOCKCON ous BENEATH BLOCK WALL 1 0' 1 0' 1 0 1 0 pU LIN POS T,, TIES 1 2' O.G 12•%12• CMU COLUMN BLOCK W/ 24'X24'%12 DEEP K 6• CRC. STAB I = PAD FOOTING O COLUMN;W/6''' gg m REINFORCE 12'X12• CMU COLUMN W/ (4) I 10/10 GA LURE d, I4, VERTICAL BARB INA ARE MESH ON 8 " III 6 MIN. 1.ss" [42.2MM] COMPACTED FILL B" CONIC. BLOCKK I; BRACE RAIL TENSION WIRE W/ STUCCO (BOTH SIDES) CLEAR W/ FILLED CEus & 1 /5 BAR HOG RING TIE 18" O.C.) 6' AT LOCATIONS SHOWN GATE POST (4" O.D.) ELAR 6' MIN. } END POST) OPAQUE GATES R FLUTED PAN SHEET META WELDED MATCH x TO THE FRAME FRAME SHALL BE S1EE1- FRAMER ND SHEET METAL SHA E PAINTED EXISTING GROUND 4:1 SLOPE SEE TYPICAL PAVEMENT SECTION COL RS. HINGES SHALLEHEAVY DUTY AND SETING OUTSIDE 10' CLEAR AREA. LELEVATIONTENSIOSUBMITSHOPDRAWINGSPRIORTOFABRICATION. 6'X6' TBAND DRAINAGE SLOTS OCK WALL112" 0. ADJUSTABLE TRUSS ROD I (SEE STRUCTURAL PLANS FOR1 i3/8" [9.5MM1 DIA. I MROUTHIC /r x 1B• DETAILS AND SPECIFICATIONS) CONCRETE FOOTER W/(3) /50 BARS L_ _J L_ _J L__J STOP 11 ttllill/// ERTERPFN10MAX. SPACING W/GATESE pPQ'' L° SF''':2c P SECTION A -A 2' SECURITY FENCE DETAIL DUMPSTER DETAIL _ 2'2'6 1 7 NOT TO SCALE NOT TO SCALE NOT TO SCALE JAMES P. TERP NW JR, P.E. FL. REG. NO 276 STATE OF i COMPUTER FILE REF. FIELD BK./PG. CULPEPPER & R E I s I O N s - BY DATE BY DATE OATE0 19/19 SCALE N/A EDUCATION/OPERATION CENTERTERPENINGINC11/18/19 VERT. VERT. SCALE: N/A 2980 SOUTH 2581 STREET • FORT PIERCE, FLORIDA 34981 11/19/19 JOB No. 16-177.004 PHONE 772-464-3537 • FAX 772-464-9497 • w .ct ng.corn TYPICAL SECTIONS & DETAILSSTATEOFFLORIDABOARDOFPROFESSIONAL11/19/19SHEET4 of 7ENGINEERSAUTHORIZATIONNO. 4286 11/19/19 10' UPLAND BUFFER TOB EL 21.5 1 MA) ELEV = 18.25 GRADE BREAK POND BOTTOM EL = 14.25 SECTION B -B NOT TO SCALE 3• oINAERR Mm PIPE 6dINN GttICAETE FlLLm SWD (PNNIm flF) d• BWE RER-E R O DRIVEWAY mCE ' N 36" CIEA 66 3•pIMEISIEFLR PIPEt[NU' o FlLIID M a m a 1/2• DIAMETER MNE m uN£ NFnwV NOff nIDE10 AD P i ar C S1EF1 GATE VNW — 9xo T6MKm rt po— P TM— m DIIARE CIXXSBAY EL = 20.25 mo WATER RESERVOIR i y T 14" PwIEXm GRADE WNG A•y .y J XCdt n- s minHT'aB• NtMEm GWPNNPS (MEGA W6) 1 B-wM1E UN-TFTww,m MCRETE FNI:As]TFHT NOTES 3s• --I - A "BLUE DOT' REFLECTOR SHALL BE LOCATED ADJACENT TO WET DRAFT FIRE HYDRANT. WET DRAFT HYDRANT CONNECTION SHALL BE WITH IN 5 FEET OF DRIVEWAY. FIRE HYDRANT SHALL BE PAINTED "RED" AND SIGNAGE (12"x18") POSTED ON THE HYDRANT TO READ "DRY FIRE HYDRANT BY FIRE HOSE DIRECT, ITEM DHS. DRY HYDRANT DETAIL NOT TO SCALE SECTION D -D NOT TO SCALE FIELD BK./PG. CULPEPPER & TERPENING INC 2980 SOUTH 25th STREET - FORT PIERCE, FLORIDA 349111 PHONE 772-464-3537 - FAX 772-464-9497 . w .ct-eng.cc m STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 4286 10' UPLAND BUFFER 20' TOB EL= 21 MATCH GROUND SURFACE 6»_ SLOPE MIN. 4:1 MAX (TYP.)------ - f1 EDUCATION/ OPERATION ACCESS PATH 1010J 14" MIN. 4 6" MATCHFIMIN. GROUND SURFACE 4'Lx4'W J 0.5' SECTION A -A BOTTOM 15" CMP TYP.) r14" MIN. COVER 0.5' 61 15' SIDEWALK 24.60 24.70 25.7> 2% MAX. R E V I S 1 0 N S - LIMEROCK OR CEMENTED 12 12" COQUINA (LBR 100) COMPACTED TO NOT LESS THAN 98% AASHTO T-180 A COMPACTED NATURAL SUBGRADE 98% AASHTO T-180 CROSS DRAIN - 15" CMP NOT TO SCALE FFE 26.20 BY DATE BY DATE DESIGNED JPT CALCS. ER 11/18/ DRAWN KU 11/19/ DETAILED CHECKED JPT 11/19/ APPROVED JPT 11/19/ NO I PARKING LOADING ZONE SIGN R7-6 SLOPE 4:1 MAX TYP.) 4'Lx4' W BOTTOM NOT TO SCALE . V`\ F??,TERPFN /" V,E....... CENSF G 2,1276Q; r 82 io W= JAMES P. E pJR, P.EG,FITr- REG. NCla o HORIZ. SCALE: N/A EDUCATION/OPERATION CENTER VERT. SCALE: N/A JOE No. 1 TYPICAL SECTIONS & DETAILS II SHEET rJ 6O f7 7w WF mown <-LIL LINZILII.I.- .,LI *N`L. INIIN NINNI 1- NNN- tt LNIvxI l"NIN ILL, ILL NNN_ IN. NI ILL tz ON, N Tf—wINN LILL'. IIINNINN. Al N -w LLINN a.— Nweir" e . Z LI: NLI NNILL NIINN IN, MEMO 0101 -40 limitW7 F.pFF-H mirruipur. 17 4 7w WF mown <-LIL LINZILII.I.- .,LI *N`L. INIIN NINNI 1- NNN- tt LNIvxI l"NIN ILL, ILL NNN_ IN. NI ILL tz ON, N Tf—wINN LILL'. IIINNINN. Al N -w LLINN a.— Nweir" e . Z LI: NLI NNILL NIINN IN, MEMO 0101 -40 limitW7 F.pFF-H mirruipur.