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HomeMy WebLinkAboutAPPROVED FDOH Approved PlansU z a Lu Q: 0co - 9 z . m z 0 p a z. 0' a 4 z 0 u w Cr. LL a ST. LUCIE COUNTY, FLORIDA VICINITY MAP NO 5 CALE PARCEL 1 5300 STEEL BL VD, (OCCUPIED) EXISTING COMMERCIAL BUILDINGS BENCHr MARK gr/b, ryfl�fl r� r 6 S „ F.I.R. 1/2"-�f-:---i�-r-�q �` ° g I °� T ?p Apr �6 b;1 a F I.R. C 51 LB7893 rc x ` �'L 'x oti Xx EL=19.55 r� r� r 8 x -'ti , x t oa6 w-rq x x1 s NO 1, 1707 '60 ,g�6 .y o PSPI-1AL, l= x 18,44 x 18.38 x s170fi x x <- —� b �" gM 4, @, °' ^ �� -0 19.16 x 1700 x 19.65 r r r , . 3t �'w ^9: : , erg, o 1 7!tt —ac---" —nuw' x' r.� _ x a ^g' 117U2LE '8 .• �zo. z z'sx^g.1701% 1703N89`51'51 "W G10.04' C �' �0,;CE CB RIM gpo S89'52'43"W 610.04'(D)^�� " EL=17.94' 0.47 S (TYP.) =' ^`� w? �� �°� 6' CHAIN FENCE 171 �� 1� x o x^g 1713 1712 1711 � �!4 I H O^� 1 8.00 W (TYR) ^�"' 0 o nj © �g �9� Lu PARCEL „B� �x� oa P.O.g. a a >•� 2) C3 - BE MARK 2 o cs XXX STEEL BOULEVARD, Dx o 0 Gp F 1 R C 5 U �^ ^°�h F¢RT PIERCE, FLORIDA 349 6 ^¢, ^a �, N EL— 18.78 Q °$ 6' BARBED WIRE FENCE ^�¢6 ^9' �`'x z © NO ID Lu 0 1.3 E {TYP.) 0 6' CHAIN FENCE CORNER r� 1714 m z 4.55 E 5� N a ^gpm 9 r ,°y 721 20 °`�' x c,, a 88' S % x^ Cn Q � ?°i N89'S2'43"E "61Q.04'{D) �s 1715 ( ` '.Pt ', ^q. 1716 ti' . 1726 �, x SET 5/8" IRC N81 51 W 810.04C 177 17�8 ^ x --x722 %. _ cD— g"(! 9�r o° SET 5/8" IRC o (LB8098) a x x x x x ts,97 ps x_WALI x 1 (L88098) 19'as 8 BARBED WIRE FENCE h y y 4F 1 z: x ^�. x x^ x 1725 ^�' 1723 1724 w U x z a a 9 m W t 0 M iE TREE SCHEDULE NO. TYPE DIA. 1700 PINE 4" 1701 PINE 4" 1702 PINE 4" 1703 PINE 4." 1704 PINE 4„ 1705 PINE 18" 1706 PINE 16" 1707 OAK 6" 1708 CAB PALM 1709 PINE 18„ 1710 OAK 36" 1711 OAK 4" 1712 OAK 4" 1713 PINE 6" N0. TYPE DIA. ; 1714 1 g" OAK 1715 OAK 14„ 1716 OAK 14„ 1717 OAK 1.0" 1718 6" OAK 1719 10" OAK CAB PALM 1720 1721 OAK 7" 1722 OAK 12" 1723 OAK 6" 1724 8" PINE 1725 7" OAK 1726 10" OAK GRAPHIC SCALE ( IN FEET ) 1 inch = 100 .ft. OUNDARY AND, TOP RV r 4 V I - ENGINEERS Q SURVEYORS Yrfl ENVIRONMENTAL OGRAPHI.0 S. 10260 VILLAGE PARKWAY TH T UNIT 201 WI1 E SCHED,� I.E. PORT ST. LUCIE, (*L 34987 -S 772-462-2455 FOR ■ AFAMILY sir wvaw.ede-Iroc.com . MASS F.B.P.E, CERTIFICATE OF AUTHORIZATION 9935 L8, CERTIFICATE OF AUTHORIZATION 8098 /5' - ^STEEL BOULEVARD PARCEL N89'51'51 "W 1733.52'(C) S89'47'08"W 1733.52`(D) SURVEYORS NOTES AND REPORT., 1) REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. THIS SURVEY CANNOT BE TRANSFERRED OR ASSIGNED WITHOUT THE SPECIFIC WRITTEN PERMISSION OF ENGINEERING, DESIGN AND CONSTRUCTION, INC. IT IS A VIOLATION OF CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODE, TO ALTER THIS SURVEY WITHOUT THE EXPRESS PRIOR WRITTEN CONSENT OF THE SURVEYOR. ADDITIONS AND/OR DELETIONS MADE TO THE FACE OF THIS SURVEY WILL MAKE THIS SURVEY 2) CURRENT DESCRIPTION(S) SHOWN HEREON PROVIDED BY THE CLIENTS AND/OR THEIR AGENTS. LANDS SHOWN HEREON WERE SNOT ABSTRACTED BY THIS OFFICE FOR RIGHTS —OF —WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENTS, DEED RESTRICTIONS, OR MURPHY ACT DEEDS. A FORMAL TITLE COMMITMENT HAS NOT BEEN PROVIDED. 3) PARCELS CONTAIN A TOTAL OF 3.50 ACRES MORE OR LESS, 4) THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61G17-6 F.A.C.), IS "COMMERCIAL/HIGH RISK." THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 10,000 FEET. THIS SURVEY MEETS OR EXCEEDS THE REQUIRED DISTANCE ACCURACY. 5) NOT ALL IMPROVEMENTS WERE LOCATED, INCLUDING UNDERGROUND UTILITIES, UTILITY SERVICES, AS PART OF THIS SURVEY, 6) THE LAST DATE OF FIELD WORK WAS OCTOBER 2, 2020. 7) REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED. 8) BEARINGS SHOWN HEREON ARE GRID BEARINGS BASED -UPON NORTH AMERICAN DATUM OF 1983, FLORIDA STATE PLANE PROJECTION. 9) GRID BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHWEST QUARTER OF SECTION 30 TOWNSHIP 34 SOUTH, RANGE 40 EAST BEARS SOO'18'22"W AND ALL OTHER BEARINGS ARE RELATIVE THERETO. BEARINGS SHOWN HEREON ARE BASED UPON ST. LUCIE COUNTY SECTION LINES AND MONUMENTATION, BOTH FOUND AND HISTORICAL. SOME HISTORICAL MONUMENTATION MAY HAVE BEEN DESTROYED SINCE THE ORIGINAL DELINEATION AND RESOLUTION OF THIS SECTIONAL SURVEY, ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARDS AND ARE IN FEET AND DECIMALS THEREOF. 10) IT IS THE OPINION OF THIS SURVEYOR THAT THERE IS A SCRIVENER'S ERROR IN THE LEGAL DESCRIPTION AND THE SECOND BEARING FROM THE POINT OF BEGINNING SAID TO BE SOUTHEAST QUADRANT SHOULD BE SOUTHWEST QUADRANT. 11) IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE. IMPROVEMENTS, OVER THE SCALED POSITIONS. 12) THE OWNERSHIP OF PERIMETER FENCES, WALLS, HEDGES AND. LANDSCAPING SHOWN HEREON ARE NOT KNOWN AND ARE NOT LISTED AS ENCROACHMENTS. THEIR RELATIVE LOCATION IS SHOWN IN RELATION TO THE BOUNDARY LINES SHOWN. 13) ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND ARE BASED ON ST. LUCIE COUNTY BENCHMARK "CHUCK", HAVING A PUBLISHED ELEVATION OF 19.897' NAVD 88 14) ELEVATIONS SHOWN ASff ARE FROM A TOPOGRAPHIC SURVEY PROVIDED BY COMPASS SU NUMBER C--18374, DATED 11-19-19, RVEYING: JOB 15) LANDS BEING SURVEYED LIE IN A FLOOD. ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD MAP 12111C0160J, SAINT LUCIE COUNTY, FLORIDA WITH AN EFFECTIVE DATE OF FEBRUARI' 16, 2012. 16) THE BOUNDARY CALLS IN THE DESCRIPTIONS FOR PARCEL. "B" AND THE PARCEL TO THE NORTH CREATE AN OVERLAP. IT IS THIS SURVEYOR'S OPINION THAT THE INTENT WAS FOR THESE BOUNDARY LINES TO BE CONTIGUOUS. 17) SECTION BREAKDOWN IS BASED ON FOUND CONTROL AND HISTORICAL MONUMENTATION THAT MAY NO LONGER EXIST. P.0.C. CALCULATED -- -- (SEE NOTE" &L61 .E. CORNER OF THE S.W. 1/4 OF SECTION 30/34S/40E, ST. LUCIE COUNTY, FLORIDA SITE PLAID APPROVED January 27, ?021 Approval Date PDS Order 2021-002 Approval Order # rl FI-JD 5/8" IR/C (EDC LB 8098) o.J02 0 c 2 0 % Q �}, CO N 4) W_ Ga7� .M 0) (•LD % 1 E. LINE OF THE S.W. 1 /4 OF SECTION `f ; V? -`O iL 30/34S/40E La O Q Q (BEARING ,BASIS) CV _ '5 . Q FND 5/8" IR/C 'n0 i� W M . EDC LB 8098) cs.: U. # `` FND 5/8" IR/C FND 5/8" (EDC LB 8098) (EDC LB 8098) IR/C o`' tI} ;I w C CO) C] _®.....------• -- ..----�-__.—_ -ASPHALT .._..__ .._._ ' -.. � � � 1"-��} /V/..ryry� »._._. O ;E d .�....) ©� Q LESS PARCEL o < z cV BENCH. MARK: #1 F:1.R.0 :.L87893 EL=19. 52 (HELD) r LEGAL DESCRIPTION PARCEL "B" f COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN SOUTH ALONG THE EAST LINE OF SAID SOUTHWES' QUARTER, 445.00 FEET; THENCE SOUTH 89'47'08" WEST`: 1733.52 FEET TO THE POINT OF BEGINNING.. FROM THE POINT OF BEGINNING, RUN SOUTH,89'52'43" WEST 610.04 FEET; THENCE SOUTH 00'04'38" EAST 250.00 FEET; THENCE NORTH 8� '52'43" EAST 610.04 FEET; THENCE' NORTH 00.04'38" EAST 250.00 FEET TO THE POINT OF F'EGINNING, SITUATE IN ST. LUCIE COUNTY, FLORIDA. L.L'GE'ND PB PLAT BOOK PG PAGE L:B, LICENSED BUSINESS IR/C 5/8" IRON ROD & CAP AS NOTED CM CONCRETE MONUMENT IR IRON ROD EL ELEVATION N.A.V.D. TYP, NORTH AMERICAN VERTICAL DATUM TYPICAL 0,R.B• OFFICIAL RECORDS BOOK {D) DEEDULTED F.I.R.C. FOUND 5/8" IRON ROD AND CAP CENTERLINE --OHW:- OVERHEAD WIRES WV" WATER VALVE `-0-3 WOOD POWER POLE ® CATCH BASIN SITE BENCHMARK ELEVATIONS FROM EDC - x ELEVATIONS FROM COMPASS SURVEYING T. Q f It 5556 MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER =}, 'TATir °� ;:°''SIGNATURE DATE: FLORIDA REGISTRATION #5556 FLORIDA > Lu C'7 z co Lu (] -- U. Q W C J z o W LL (0) Lu J Q : 10260 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 2 772-462-2455 19i-45'1 I OF.1 LEGAL DESCRIPTION BUILDING SETBACKS DRAINAGE SYSTEM IL (INDUSTRIAL - LIGHT) ALL STORMWATER WILL BE COLLECTED THROUGH A SERIES OF INLETS COMMENCE AT THE NORTHEAST CORNER OF THE SOUTHWEST 114 OF FRONT BUILDING SETBACK (26) THAT WILL DISCHARGE TO A ROAD SIDE SWALE AT THE NORTH SIDE OF SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN SOUTH ALONG THE REAR BUILDING SETBACK (201) THE PROPERTY, THE STORMWATER WILL THEN FLOW TO A OFF -SITE EAST LINE OF SAID SOUTHWEST 1/4, 445,00 FEET; THENCE SOUTH 89°47'08" SIDE BUILDING SETBACK (10') DRY DETENTION AREA TO THE EAST OF THE SITE, THE STORMWATER WEST 1,733.52 FEET TO THE POINT OF BEGINNING, FROM THE POINT OF WILL THEN FLOW INTO A WET RETENTION AREA THAT WILL THEN FLOW BEGINNING RUN SOUTH 8905243" WEST 610.04 FEET; THENCE SOUTH 00004'38" BUILDING DATA INTO THE EX. POND OFF -SITE, THE STORMWATER WILL THE DISCHARGE EAST, 250.00 FEET TO THE POINT OF BEGINNING. SITUATE IN ST. LUCIE OFFICE AREA = 2,900 S.F. INTO THE F.P.F.D.D. CANAL No. 25 NORTH OF THE SITE, FPFDD CRITERIA COUNTY, FLORIDA. MANUFACTURING AREA = 30,100 S.F. FOR WATER QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED, CANOPY/FUTURE ADDITION = 6,500 S.F. SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST GROSS FLOOR AREA = 390500 S.F. TRAFFIC STATEMENT CONTAINING 152,510 S.F., 3,501 ACRES BUILDING HEIGHT INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, loth ONE STORY (HEIGHT OF 35 FT.) EDITION PARCEL 10 M 1430.321.0001.000.7 MAXIMUM BUILDING HEIGHT = 50 FT. z MANUFACTURING (140) PROJECT NAME: SOUTH STEEL BOULEVARD PROVIDER OF UTILITIES GENERAL OFFICE (710) w' ELECTRICAL: FPL (AVERAGE RATES UTILIZED) O.. OWNER/DEVELOPER: MASSA FAMILY HOLDINGS, LLC WATER: FPUA AVERAGE RATE PROJECT S.F. TRIPS 222 SW 21 st TERRACE WASTEWATER: SLC UTILITIES WEEKDAY DAILY TRIPS: FORT LAUDERDALE, FL 33312 TELEPHONE: AT&T MANUFACTURING (140) 3,93/11000 S.F. 36,600 S.F. = 144 SITE DATA PARKING CALCULATION GENERAL OFFICE (710) 9,7411,000 S.F. 20900 S.F. = 28 INSTITUTE OF TRANSPORTATION ENGINEERS PARKING o. FUTURE LAND USE: MXD MIXED USE GENERATION, 5th EDITION TOTAL TRIPS = 172 3. ZONING: IL INDUSTRIAL LIGHT MANUFACTURING (140) • 0,92 SPACES PER 1,000 G.F.A. m' GROSS SITE AREA 152,510 S.F. (3.501 AC) = 700.00% GENERAL OFFICE (710) - 2,39 SPACES PER 1,000 G.F.A. A.M. PEAK HOUR OF GENEATOR: MANUFACTURING (140) 0.81/1,000 S.F. 36,600 S.F. = 30 IMPERVIOUS AREA 1261992 S.F. (2,915 AC) = 83.27% PARKING REQUIRED: GENERAL OFFICE (710) lA7/1,000 S.F. 2,900 S.F. = 4 PROPOSED BUILDING 33,000 S.F. (0,758 AC) = 21,64% 30,100 S.F. MANUFACTURING AREA z CANOPY/FUTURE ADDITION 61500 S.F. (0.149 AC) = 4.26% (30,100 X 0.92) / 1,000 = 28 SPACES TOTAL TRIPS = 34 PROPOSED PAVEMENT 60,724 S.F. (1,394 AC) = 39,82% W PROPOSED CONCRETE 26,768 S.F. (0.614 AC) = 17,55% 6,500 S.F. CANOPY/FUTURE MANUFACTURING P.M. PEAK HOUR OF GENERATOR: m PERVIOUS AREA (OPEN SPACE) 25,518 S.F. (0.586 AC) = 16473% (6,500 X 0.92) / 1,000 = 6 SPACES MANUFACTURING (140) 0979/19000 S.F. 36,600 S.F. = 29 o' GENERAL OFFICE (710) 1,42111000 S.F. 21900 S.F. = 4 a. FLOOD ZONE: 21900 S.F. OFFICE AREA ° (21900 X 2,39) / 1,000 = 7 SPACES TOTAL TRIPS = 33 oTHE SITE LIES IN FLOOD ZONE "X" ACCORDING TO THE FEDERAL EMERGENCY zMANAGEMENT AGENCY FLOOD MAP 12111C0160J, SAINT LUCIE COUNTY, PARKING REQUIRED: = 41 SPACES (2 HC) NOTE: TREES PLACED WITHIN 10 FT OF DRAINAGE STRUCTURES OR .. FLORIDA WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012. PARKING PROVIDED: = 43 SPACES (2 HC) PIPE SHALL INCLUDE A ROOT BARRIER PRODUCT TO PROTECT THE LOADING SPACE REQUIRED: = 2 SPACES (12'x55') DRAINAGE SYSTEM. t i 4 I I a � � 1 I z 0 aB REARDEN STEEL MANUFACTURING LLC PARCEL: 1430.322.0001.010.3 FUTURE LAND USE: MXD ZONING: IL z° ( IN FEET) I �, �7 C 3 1 inch = 30 ft. STEEL ]��� �. (PRIVAT) �. PROP. (1) 18' x 30' DRAINFIELD (540 S.F.) W/ 1,900 S.F. UNOBSTRUCTED AREA 7-20.1987 ORB 5501 PG 2208 PROP. (1) 750 GAL. DOSING TANK PROP. (2) 1,250 GAL. SEPTIC TANKS t7as� �1707 9° 52' 43"W 610.04' � 1705 PROP. 10' LANDSCAPE BUFFER O � ANDERSON•WELLSLLC 3 PARCEL: 7430.322.0001.000.0 C FUTURE LAND USE: MXD �.. ZONING: IL 24'x12' CONCRETE DUMPSTER PAD WI 6' HIGH MASONRY WALL & 100 OPAQUE GATES W/RECYCLE DUMPSTER (SEE DETAIL) - CB 4 EL. 19.55 65' PHASE 1 CANOPY PHASE 2 FUTURE ADDITION 6,500 S.F. 12'x55' LOADING ZONE C. EL. 19.65 >Z W W 10, SOD T/CURB EL, VARIES Ex.GRADE k.15.20,75 EL. VARIES 19.6t-20.4t � I 1 EOP EL. VARIES m20.65 - 20.25 TYPE'F' CURB & GUTTER PROPERTY LINE CROSS SEC�'ION (TYP) - LEGEND ®® EXISTING METER 01 TREE SIGN ENUMBERPROPOSED EX. OJBE PRES © PROPOSED MITERED END SECTION EX, CABBAGE P TO BE PRESERVED HANDICAP STALL EX, PINE TREE TO BE PRESERVED J �' (.c EXISTING CONCRETE EX, OAK TREE TO BE yyt 14(a4454P[� REMOVED EXISTING PAVEMENT Ell EX, CABBAGE PALM TREE TO BE REMOVED PROPOSED HEAVY DUTY „�,1,. EX. PINE TREE TO BE PAVEMENT �•1 ' REMOVED PROPOSED STANDARD DUTY EXISTING UTILITY POLE ( PAVEMENT PROPOSED CONCRETE Q EXISTING CATCH BASIN SAINT LUCIE COUNTY, FLORIDA VICINITY MAP SCALE: t"= 600' II E% CATCHBASIN II � � ' ) ( 1 1 I �' i i i 1 II TOP EL. 1761 (NAND 88)(ED) Ij 1 I � t 'I 1 I t 1 1 i I 1 Ii 18,75(NGVD 2B)(LBFH) 1 1 1 i I t i it 1724(NAVD 88)(LBFH) I I IjEX.RE I i i I'INN. EL. 14,15(NGVD 29)(LBFH) I I 1 12,64(NAVD 88)(LBFH)I I EX, 24• RCP Ex cm e ! ®0.20%(LBFH E%, WELL MON,❑ ?�I� 4-WM WM 3�WM-WM-WM9n,•7-I--WM WM WM O WM-WM WM-WM WM -------- ------- ----Y--- '--'- -'----' 93.66' --------------............... -------- EXISTING POWER POLE f - 0%(LBFH® TO BE.RELOCATED j I 1 I �(gil• �q®� I ;E OHE OHE - O E SHE _ OHE - OHE OHE OHE OHE - Rl-1 r .t• l X- ItPFF X --yy- -- X X- X �'••� PROP. FPL I EX. CATCHBASIN L-TOP EL. 17.94 (NAVD 88) (EDC) TRANSFORMER 1B.25(NGVD2B)(LBFH) j 'I 13 17.74(NAVD 08)(LBFH) j - INV EL. 14,25 (NGVD 29) (LBFH) } 12,74(NAVD 88)(LBFH) #7It CB 3 .06' „ Q�t••t•�`' 'HL+s ! G r; `l� , t A X I 7 Y L la%�sllkl�(Nufu�•Iw lE 61iNh�llf�ff I U ' 10.5 � 10��`�� � i 105' i � � � •u I 17.67. to ar 1,2.67.�26' m 1710}aq null F - �� ctEnx STOPI FEeuAE AwE ,rice OFFICERIEWR ItlI I9t� �Uq! {�qg ) .,JIiMi. L,Ij., ! - °-G�` ® ® ® °® ®19.33' 00 °AIlay WA#A 1Wm 9( r.. IMN I llttll I,. I ia.. .,4+ 1 9 f OFFICE AREA = 2,900 S.F. i& ^ .148.82' , ;.•... , L .db. an'a' a. 301.08' H.C. SIGNS &STALLS'ad• sn,, <'• . (SEE DETAIL) . 1 CONCRETEE S: • 1 . ' • .°., : 4 ;a . .. •:.'A. ..' ..: FILLED STEEL `.A ',:. "f 1xS6' LC]Ap1NG ,., •.. ' 1.. '•Q.. : PROPOSED ONE-STORY BOLLARDS (TYP.) ZONE: ' °.,: . °::' ' MANUFACTURING BUILDING OFFICE AREA = 2,900 S.F. MANUFACTURING AREA •d' .a ' MANUFACTURING AREA = 30,100 S.F. ? . CANOPY/FUTURE ADDITION = 6,500 S.F. 30,100 S.F. 100' TOTAL AREA = 39,500 S,F. '.' .•. pd F.F.E. = 21.50 HEIGHT = 35 FT. '•12,0'•.. �° *0POdED�: . L' PAO ME T.' y. ..E NAI ° ., �::. 148,47` a .. .. ! to' �._`_;� pt' ' � �`� � �Ip . � � � ` >! .:� If ��I� / . � � � i,�11�1,`!I� �, �� •,• � �I ' �PI�,�� �.' l� 7 :i- n ,S➢ 17r, , d n ,➢ � u , ni , n, , u i i , , , n,6, ,r➢ „L, , vi i 16L,,,uw„I,L. ,uauoL i - „ L„�u.,u L , ,ni,�, , tn, vLL „ L uu3 , i d, r➢L,A , iu un➢ , , o #4 - CB PROP. 10' LANDSCAPE BUFFER nts`' RIM EL. 20.00 _ _ Q N89° 52' 43"E 610.04' ,777 t7,e 02-25.1981 1 - ORB 350 PG 171 X FENCE(TOREMAIEX 6& BARBED RN)X X -- .x X �- x x x x x x x X x x x ANDERSON-WELLS LLC PARCEL: 1430-322-0007.000-0 FUTURE LAND USE: MXD ZONING: IL CONCRETE WHEEL STOPS ANDERSON-WELLS LLC PARCEL: 1430-322-0001.000.0 FUTURE LAND USE: MXD ZONING: IL SITE PLAN APPR01/ED Januar}' 27, 2021 A rovaf Date pp PDS OI•deI.2021-002 Al III�' 10.4'' EX. 8' BARBED WIRE + � h°i y; d 4( I �11 FENCE (TO REMAIN) iS J CS 72B #6-DB Approval Order # . •Ne ti. �e � � , i ' { 1,,;L,10 a M RIM EL. 19.45 1725 #5-CB 1722 o TREE COUNT (MITIGATION) RIM EL 20.00 d nz tt2a _ 188 + 0 = 188 (TO BE PRESERVED) x - X 114 + 72 = 186 (TO BE REMOVED) X % - E MITIGATION (CREDITS) x OAK TREES PRESERVED OAK TREES TO BE REMOVED PINE TREES 'PRESERVEO PINE TREES TO BE REMOVED PALMS PALMS TO # SIZE REQUIRED # SIZE REQUIRED SIZE REQUIRED If SIZE REQUIRED PRESERVED BE REMOVED (INCHES) MITIGATION (INCHES) MITIGATION (INCHES) MITIGATION (INCHES) MITIGATION. # # 1710 36 72 1711 9 0 1729 8 0 1702 9 0 1 1720 0 0 1717 10 20 1712 9 0 1703 9 0 1718 6 12 1714 19 38 1705 18 36 1721 7 14 1715 14 28 1709 18 36 1722 12 24 1716 14 28 1713 6 0 1723 6 12 1719 10 20 1725 7 14.I 1726 10 20 94 188 65 119 8 0 50 72 1 0 PINE & OAK TREES ARE MEASURED @ (DBH) + ABOVE GRADE. PALMS ARE 10' (CT) CLEAR TRUNK. SLC PROJECT NUMBER MNSP-2202025687 It's fast. t pp Its free. 'Q. It's the lew. Know wbaC°$below. Call before you dlg. n' ENGINEERS 0 SURVEYORS ENVIRONMENTAL 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 772-4624455 'd www.edc-Inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 , ° m 5 �.w LLz �g it rn �o c. H e Z 0 W DAVID C. BAGGETT, P.E.(DATE) #81375 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 �4 772-462.2455 1 19-45 1 OAF 3 ��� ft` �`• 7 2Q in 0 0 �� |ƒ=jƒ_ » � � e g 3)°$� ■��•k 5—oa jf\Im «§§i = e E 7 \ . /#\2� ��77�f aE2 � �» �I�/] qRI COMPACTED TO 98 SAW CUT JOINTS @ 15' O.C. MAX. DRY DENSITY 801 EXPANSION JOINTS @ 4V O.C. MOD, PROCTOR 6" PORT, CEMENT CONC. PAVT. (28 DAY @ 4,000 PSI) 12" STABILIZED SUBGRADE (LBR 40) TYPICAL PAVEMENT DETAILS N.T.S. NOTE: 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF Z SIX INCHES.WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 OR 75 PSI FBV. o. 2, CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 w #10/#10 W.W.M. O PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK 2 1/2" ASPHALTIC CONCRETE COMPACTED TO 98% 0 80 6" (SEE NOTE 2 BELOW) MAX. DRY DENSITY MOD. PROCTOR === 7 m too LIMEROCK OR COQUINA BASE COURSE (LBR 100) 12" STABILIZED SUBGRADE (LBR 40) HEAVY-DUTY PAVEMENT DETAIL N.T.S. Z '. w PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK `° 1 1/2" FDOT TYPE SP•9.5 ASPHALTIC CONCRETE COMPACTED TO 98 o. B" 6" MAX. DRY DENSITY E MOD.PROCTOR 0=17f 17 6" LIMEROCK OR COQUINA BASE COURSE (LBR 100) 0 �. 12" STABILIZED SUBGRADE (LBR 40) z FSTANDARD PAVEMENT DETAIL N.T.S. o NOTE: 1. THE 10-INCH BASE COURSE SHOULD BE PLACED AND COMPACTED IN TWO LAYERS. 2. THE 2.5-INCH SHOULD BE PLACED AND COMPACTED IN TWO LAYERS. let LAYER �t 1.5-INCH SP-12.5 & 2nd LAYER TO BE 1-INCH SP-9.5. F 3. PAVEMENT SHALL HAVE MARSHALL STABILITY OF 11000 LBSd z 0 0 r Min. 3' Mox, rPAINTED STRIPE (TYP.) CAR STOP b (TYP.) 18' TYPICAL 18' PARKING STALL 1"=5' 7Oep1h Of Svww7 J¢ Mfn. TYPE D CONTRACTION JOINT IN CURB 7yPE D to; For use adjacent to concrete or flexible pavement, concrete shown. Expansion Joint, preformed joint filter and Joint seal are required between wrbe and concrete pavement only, see diagram right. CONCRETE CURB P Mtn. 4� horn., g Mox. r Mln. J" Max. optional No. 4 ears, /r LonO (Two Par Guordl Rubbed CONCRETE BUbIPER GUARD CURB & CUTTER DETAIL F.D.O.T. INDEX NUMBER 520.001 1 8" BAND 8" x 8" BOND BEAM c W/ 2 #5 BARS CONT. io < STEEL STUCCO BOLLARD io 9 m (� SIGN n FTP 20-06 FTP 21-06 CONCRETE STOP PMNILED DIBAeIEs PERMIT �1 tt PARKING BY DISABLED FTP 22-06 PERMIT 3 = ONLY FINE $250 MAX NOTES: FTP 22.06 _ WHITE' 1. FTP 20.08: TOP PORTION SHALL HAVE REFLECTIVE BLUE 6O° BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER, 2, FTP 21-00: TOP PORTION SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER, BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER, 3. FTP 20A8 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 4. FTP 22-06IS SUPPLEMENTAL PANEL FOR THE FTP 20.0E 5' I 12' I S FTP 21.06 SIGNS. S. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND MIN. T MIN, 1 OR SIDEWALK TO THE BOTTOM OF'PERMIT ONLY' SIGN OR 8 FEET TO THE BOTTOM OF "$250 FINE' SIGN, HANDICAPPED SPACE DETAIL B DETAILS B FOOT TO FOOT IINDEX No. 700,NDEX No. 71 102 SIGN D TAILS PER THE DI FOR PAVEMENT G LATEST FOOT DESIGN STANDARDS, 11'CLEAR ,`; I 11'CLEAR 221.8„ ----�— ----- U 6" CONCRETE SLAB Y W z WITH 6X6 #10110 W.W.M. w o (tc' = 3000 psi) a0 y o NOTE: N OPENING MUST BE PERPENDICULAR TO LINE OF FLIGHT OF SERVICE VEHICLE. i 8" CONCRETE BLOCK WALLS W/STUCCO 2'•D" _ i 24' x 12' DUMPSTER DETAiL SITE PLAN APPlROVED January 27, 2(l21 Approval Date PDS C7rder 2021-002 HINGES SHALL BE OUTSIDE OF 11' CLEAR AREA 12" x 18" CONCRETE FOOTING BARS CONT. 8" CONCRETE BLOCK WALL W/STUCCO (BOTH SIDES) W/ FILLED CELLS & 7 #5 BAR AT LOCATIONS SHOWN 4" DIA. x 42" HIGH STEEL BOLLARDEMBEDDED INTO CONCRETE 100% OPAQUE GATES (SOLID WOOD OR METAL SHEETING) SLC PROJECT NUMBER MNSP-2202025687 It's fast. Ifs free. It's the law. Know what's below. Call heiore you dig. 4 GINEERS 0 SURVEYORS 10250 SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL 34987 772-462-24'55 �8 www.edc-Inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE Of AUTHORIZATION 8098 , r Z 0 CU W V J H N DAVID C. BAGGETT, P.E.(DATE) #61375 10250 SW VILLAGE PARKWAY • SUITE 201 PORT SAINT LUCIE, FL 34987 Y�4 772-082.2455 19-451 3 OAF 3 PrDJect� _ _ 355'-0' ( 21'-8" 21'-8" � 21'-8" I. 25'-d' 25'-O' 25'-D" 150'-0" �' I 25'-O" 25'-O' f, 25'-0" 1 __ I _ ° _ _ a y � 5' W DE CONC. SIDEWALK � ` ° a I I i I I I � la —s--r I � — —r— — — I ° — -r °— —�— — I I I I I I a� I I i I 1 a 2 7J A230 I Y ELEC./AIR F I STORAGE r I ��� P I 2'- 3'�" 49'-6" 14'-d' .16„ COMP. D 107 � .OFFICE OFFICE :- .BREA,K ROOM ° I 30. 6�. 14.-d 2a'-12' 3'-42^� •. I � [Jcsl �� to 1D4 (�.] iD2 101 -+ I `� - �.5'WIDE�GONC.S�DEWALKI�� a A� ° , I ,I °° , .: - _.. C�- -- --b. _ _ _ -b- — ----- �� � I '' - - ° �,' V I I , � - �— - — eta - a —=a -� -,--., - { — -- -�-WI � _ .,., II° L .° � I° I ail ., a I °° � "� ° _t � •tin Y° � ° a �V 69'-O" X 100'-dam ( - � a 1100E a' ( .° a .i a � I �� -� _._° i�. ° a __° a V i I a a.. I I a ° I ; 1 ° ., -- v I ° . n � � ° , <I ' - a oDK I ,I s I F a ,a � 5' WIdE CSNCa51DEWALK ° 5EE CIVIL 61TE PLAN 2'-(�a � (I: FOR CONTINUATION .� "``��JJJ"``"""` OF5IDEWALKAND I_ _.___._21'-8" _.__ 21'-8" � 2f'-8" :S'-d' CONCRETE PAVEMENT o '� _ N U C � a � � +-' c N N U at6i �� V. N = � � ofy .��oo 't a�i m m tn�oa coaQ 2�>Q y � 0'W �v�n u- p, � to � Q. � � O ° I ° '` ° a ° � . �° I ° � � .A... _ . _, _ .. _ ., Y I L :, CO 5' WI�E CdNC.51DEWALK r. � Q � � (� a � ,. V V toB A — _—.! — — — — - d a E 00 a -' :. I � a _ a ° I - + n I �- .; I-2 HR RATED TYPE GUARD RAIL 5Y - e "' I I I � I ( ( I I D-2CMU I OWNER I I 'I I I _I •' °° ° - � �. I I I I I I I I I L I I I i I I II I I . II II SHOP II (I � 1Do i � 1 I I I I I � I I I (I I I ° r— � — -t—— —( —i i �— — — I I' — — j—I—I i — � 1- — — '—j � ( � i � a J / Dzo ., ° . , I_ -I _ ' —� - --- i — I. _ _ ... — —�'- — — -- .._. _. _ _ ' _ _ _.... _ �. _ —'_ -- I - — � i - —'--.. a- - .. _... aN � � �_ 1 ,� a .� i I I I I I( I I I i� I I I I I 1 I fi° _. _. _� ( ° � a �} ° _ ... _.._.. _�_ 1._ _._�_. _ � � I _...._.. .... I ._..__. � .__ ._..� r u :� ,r: `. • 1001 5 � 5' WIDE L`i')NC. QIDEW/}!.K 8 ., 'a° ' ,� ° 100 ° a a - ° �, a ° OCE �—_ '-D "5' WIDE C � blDElk1ALK e " 1 E 1 � 49,-11 �� - — -- � 3�" g 33'-11" 3'..4-' 1 `� 2 tA'-O" 36'-D" 14'-O" 24'-6 2 � tA'-0" 51 d' 14'-d' I 24'-6" 2 2'-02' FORCONTI 25'-d' 25'-O' 25'-d' 2a'-d 25'-Cl' 25'-O" ) 25'-O" I 25'-d' 25'-d 25'-0" � 25'-d 25'-d' OF SIDEWE I CONCRETE 7 � 9 10 11� � 12 13 14 15 16 LEGEND ��]� 2 HOUR CON57RL'CTION TYPE D-2 BLOCK - UL DES, U905 ' l 1-- � 8" CONCRETE MA50NRY UNITS METAL BUILDING D1 p1�01'05ED FL001� i'LP,N C� GUARDRAIL -BY OWNER SCALE:1/16" =1'-0° FE FIRE EXTINGUISHER AnthonyJ. ;' Dlgit Ilvslyned DOnadiO - I byA [hony J. dlo Architect Architect AR00012456 nR000tzase Stateof,Florida State Of. ,;'�-_ Date; 2027 i02J 6 Florida,-" ttas:a�•os'oa p120p05ED BUILDING FOR D&D WELDING 5300 SOUTH STEAL BLVD. FT. PIERCE, FLOKI'DA Key Plan: 155Ue5: - _ No.: Date: _DeScr( tp (on: __ Pam. 03/17/20 CLIENT REVIEW —___ B. 03/18/20 CLIENT REVIEW C. 04/14/20 CLIENT REVIEW ___ D. 08125/20 CLIENT REVIEW E. 08/31/20 C� l(�TREV(EW_ ___,__ F. 12/10/20 CLIENT REVIEW G. _ 02/10/21 �'E$I�1'CSES .____.._.._._ Architect: DONADIO & Associates, Architects P.A. 20M eq Avmun, Suitn 3nB Vnro Bneti, PL A288n rnl.'nz.�ea2s2e Paw.772.6829600 Lic�an Na. AA000229B donodlo-nrchcam Consultant: Drat�ng Tltle: FLOOR PLAN �Q`^"°Rlo9 MT ati:`' Chd: XREF Flle: p,�yp>.ecmwlA� { ..*�a ,F -- �� —. `, ^'c° �! Pro(ect No,: Plot Flle taRHA p,P _2019-54 - Sheet No.: ' Cert No: 12456 �% qq Date 5 gt1e�: —"— �2. 1'0 CapyrlAhCiC' 707A. �oneblo 6 Aeeoci�tee, ArcFttecta P A a... .. �, �