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Home My WebLink About007 - APPR. 010-19-016-Phase 1-B-Maverick Boats - 08-03-2020 - SLC 83 ]31a r rn 3Lraa---p. J J JJ •. JJJ JJJ •.�J �� J JJ •.�J ":M LJl 3'N J fo orM JJe J J � IO ► 1 _ r r nu� � ..�= � � V-J4 � � �� 1MM �� Crp 'j I E - ::jb r 11 40f 11 Cr;-F�j L' ,rs- U, r1b. UClJecnau, n J1 . a. J LOCATION MAP ev INDEX OF DRAWINGS . No. DESCRIPTION North r C 1 Coversheet, Location Map g Index & Drawing ` C2 Master Site Plan o' • i . C3 Paving, Grading, Drainage, Utility Plan r C4 Details PROJ T L ' ION O O Y 4551 St. Lucie Blvd-At, .':jAftf, , 7 Ft. Pierce FI . u r , a R s SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST PREPARED B Y: A ENGINEERING & SURVEYING , LLC . : . ays Consulting Engineers & Surveyors BDROYAL PALM POINTE, SUITE 401 , VERO BEACH, FLORIDA, 3 2960 i PHONE (772 569-5505 - FAX (772 569-1455 E-Mail: civil@kmafl.com Date: Date: Scott B. McGuire, P.E. FI. Reg No. 39573 David S. Knight, P.E. FI. Reg No. 41060 Certificate of Authorization Number: 3 3 7Q5 A 0 North 0' 50' too, 200' 300' 400' BENCHMARK TOP NAIL&DISK O STAMPED BM C&T Graphic Scale ELEVATION=21.195 NOTE: REFER TO THE LANDSCAPE PLAN FOR TREE N.G.v.D.lszs REMOVALS AND PROPOSED LANDSCAPING LOCATIONS. CALCULATED POSITION SITE DATA TREE TO BASED ON F.D.O.T. R/W MAP SECTION OWNER: MAVERICK BOAT COMPANY . . . . BE REMOVED(TYP.) No.9460-150 3207 INDUSTRIAL 29th STREET CALCULATED POSITION BASED ON -0- NORTH LINE SECTION 31, (PLAT BOOK 21, PAGE 14) FORT PIERCE, FL 34946 F.D.O.T.R/W MAP SECTION No.9460-150 (PLAT BOOK 21,PAGE 14) TOWNSHIP 34 SOUTH, R/W LINE - - - R/W LINE RANGE 40 EAST p (888) SHALLOW 2 5 O - - - - - - - - F.P.F.W.C.D. CANAL No. 26 - - - -R/W f. (772) 489-2168 EXISTIN EXISTING F.P.U.A. O (-� PROPOSED WATER MAIN W/12"X 12" 2"WATER MAIN (J/ www.maverickboats.com LEFT-TURN LANE (66'R W{l) 1 34.00' TAPPING VALVE AND SLEEVE.SEE SHEET C8 \� 1334.00' ►t R/W LINE EXISTINGF.P.U.A. EX24"RCP TI - - - ENGINEER/APPLICANT: SCOTT B. McGUIRE, PE, FL. REG. 39573 12"WATER MAIN ' 17.52' RIW LINE - I - - EXISTING BST - TAPER TAPER LEFT-TURN - EWM �WM I ° 3 1 3 2 KMA Engineering &surveying, LLC 2 99' - ��' - 1 gr _ _ _ _ _ _ _ _ sT.L c�ESLVD. 0. 80 ROYAL PALM POINTE, SUITE 401 EXISTING F.P.U.A. - COUNTY ROAD 608- - - - 6"FORCE MAIN - - - - VERO BEACH, FL 32960 711, 0- RIGHT-OF-WAY WIDTH VARIES SIGN - (772) 569-5505 R/W LINE PROPOSED - - LEE ---__ FM F EFM FM E M _ _ EFM RIGHT TURN D-13 12 10" �, D D / 0 R/W LINE S - civil@knightmcguire.com T &LANE 12 GRAVEL ,334.00' CONSTRUCTION o SURVEYOR: CULPEPPER &TERPENING, INC. �9`5�'E F� g EXISTING F.P.U.A.6" 25'LANDSCAPE'' R/W LINE f 6'CHAIN LINK FENCE FORCE MAIN FORT PIERCE, FL 34981 BUFFER (0.6'WEST) D-/ SWALE SWALE SWALE D-9C=D p. (772) 464-3537 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f. (772) 464-9497 _ I PROJECT DESCRIPTION: MAVERICK BOAT MANUFACTURING FACILITY -2 D-2 - I PHASE II - 850' x 125' (106,250 SF) EXPANSION OF MANUFACTURING BUILDING j N I EXISTING g PAVEMENT A PROJECT ADDRESS: 4551 ST LUCIE BLVD WEST LINE OF THE I F.F. ELEV=22.0 NGVD NORTHEAST 1/4, _ 2 LOADING OF SECTION 31 M ZONE SPACES -------- - / � LEGAL DESCRIPTION: THE NORTHWEST%, OF THE NORTHEAST'/ OF / Q. o SECTION 31, TOWNSHIP 34 SOUTH, RANGE 40 EAST, 50 0' / / in. LESS THE NORTH 98 FEET LYING IN ST. LUCIE PHASE I - 850' x 125F.F�. CONCRETEWITH D AND ' ( ��j ) MANUFACTURING BUILDING EXISTING 30'x 60'BUILDING Cn COUNTY, FLORIDA. = NU'�7D / METAL ROOF TO BE OCCUPIED a EXI STING PRIVATE REMOVED DURING PHASE I TAX ID# 1431-211-0000-000/5 60'X40'COVEREDSLAB, LIFT STATION SEE DETAIL / PARCEL ID No: 1431-120-0000-000-6 COMPACTOR,--_ ON SHEET C6 / O DUMPSTER, ETC. o SEC/TOWN/RANGE: 31/34S/40E ADJACENT PROPERTY ° R � I I EXISTING Cz3 �QSF��zvERED OWNER: ASHLY ENTERPRISES Ll MULEXisTJNGo6SLA]i PAVEMENT E_EXISTING USE: TYPE 4100 10 C 3o ZONING: IL (INDUSTRIAL LIGHT) Rq UNDISCOVERED - - - -_ .....:. ....:..:.: :. :. .. ..:. ....:..:.: :. :. .. ..:. ......._...............:...........................:............... S�SS>, _ _� _________ __________ __________ __________I q<F LAND USE: IND (INDUSTRIAL) ZONING: IL N �0 ---- ---- ---�---- --- 26 --- 1 15 10 18 O " -A" - - 0000 DIMENSIONAL REQUIREMENTS ---- - -- ----- ---- -- ------ ----- \ - - FRONT YARD SETBACK- 25' ---- zs' swALE SWALE / \ D_� 6'HIGH CHAIN LINK FENCE REAR YARD SETBACK- 25' TY ) ---------- - WATER EDGE SIDE YARD SETBACK- 10' (ELV. 16±) NOTE: OF THE NORTHER TE4T 1/2 MAXIMUM BUILDING HEIGHT- 50' ® INV EL=13.94 TOP OF BANK z OF SECTION 31 (ELV.21±) 10,000 FT ---------- ---------- ---------- ----- ---- ---- / INV EL=13.96 OFFICE w , as FLOOD ZONE X: PER MAP 12111 C01 76 J - DATED FEBRUARY 16, 2012. O D 3 D 4 SWALE SWALE -E NOT SHOWN. iS ----- - -- 20 --- ' INCLUDED IN OCCUPIED CD 20 20 TAX ID031-120-0000-000/� QO I TAX loq 1as1-11z-000l-000/s SITE AREA: 1,649,704 SF 37.87 AC PRE R/W CONVEYANCE / CALCULATIONS ( ) Z INV EL=14.07 - --- ---------- ---------- ---------- ---------- ADJACENT PROPERTY LAKE AREA (PRE & POST): 449,104 SF 10.31 AC (27.2% OF SITE) OWNER: BETKOR, LLC BUILDING AREA: 278,000 SF 6.38 AC (16.8% OF SITE) EXISTING USE:TYPE 4300 PAVING AREA (PER SFWMD): 386,913 SF 8.87 AC (23.4% OF SITE) PHASE IV TRUSS MANUFACTURING PAVING AREA (CONST.): (247,104 SF) 5.67 AC (14.9% OF SITE) 200'x 150' z15 \ GREEN AREA: 536,223 SF 12.31 AC (32.5% OF SITE) 30,000sf SHADING ZONING: IL GREEN & OPEN SPACE: (985,327 SF) 22.62 AC (59.7% OF SITE) 96.1' WELDING SHOP - - REPRESENTS F.F. ELEV=22.5 NGVD PHASE I-6 PAVING o Vr 6 HIGH CHAIN LINK FENCE / 1 OVERALL REQUIRED PERMITS SEE PHASE 1-B FOR THAT PROJECT (SHEET C3) (1.4'WEST)OF PROPERTY LINE SFWMD DRAINAGE FUTURE(PHASE IV) FPUA UTILITIES WELDING SHOP 10.31 AC I I UTILITIES 21.5'NGVD MINIMUM ELEVATION 200'X 150'=30,000SF TOB AROUND PERIMETER LAKE ST. LUCIE COUNTY SITE PLAN OF PROPERTY ST. LUCIE COUNTY BUILDING OCCUPIED PROPOSED TAX ID 1431-213-0001-000 8 EXISTING EDGE ST. LUCIE COUNTY STORMWATER # / TOP OF BANK OF WATER I 1:t ST. LUCIE COUNTY DRIVEWAY (TOB) I0 C> FDEP NPDES ADJACENT PROPERTY I a o 21.5'NGVD MINIMUM ELEVATION OWNER: RE-BUS, LLC I I TOB AROUND PERIMETER EXISTING USE: TYPE 4600 OF PROPERTY HEAVY EQUIPMENT SRVC LEGEND N ZONING: IL REGRADE BANK PER PROPOSED EDGE / OAK STOP SIGN SECTION TO OF WATER o MONITORING ESTABLISH 4:1 SLOPE / / I PALM o SILT FENCE 0 WELL(TYP) 16.021 3, \ zas EXISTING ELEVATION �- 6'HIGH CHAIN LINK FENCE IRRIGATION VALVE PROPOSED ELEVATION MEANDERS PROPERTY LINE 21.3 MITERED END p x�� `f� �x �� x �i �if.x �� '� �� x x�` Ir x x� DIRT ROAD N89°48'12"W Center Road 1333.99' El _ \ SOUTH LINE OF THE (60' R/W) \ \ \ NORTHWEST 1/4, OF THE UNOCCUPIED NORTHEAST 1/4, OF SECTION 31 FIRE HYDRANT - - - - - - - - - - - - - - \ - - TAX ID# 1431-140-0000-000/8 'SY� \ OCCUPIED FLOW DIRECTION TAX ID# 1431-112-0001-000/8 0 B- a I o OCCUPIED TAX ID# 1431-130-0000-010/0 PARKING CALCULATIONS i m PHASE BUILDING AREA NEW IN THIS PHASE & USE BUILDING AREA& USE CUMULATIVE PARKING SPACES REQUIRED THIS PHASE PARKING SPACES REQUIRED CUMULATIVE PARKING SPACES PROVIDED 0 I 106,250 MANUFACTURING(@1 SPC/1000 sf) 106,250 MANUFACTURING(@1 SPC/1000 sf) 107 SPACES 107 SPACES 282 SPACES 0 B- II 106,250 MANUFACTURING(@1 SPC/1000 sf) 212,500 MANUFACTURING(@1 SPC/1000 sf) 107 SPACES 214 SPACES 282 SPACES 10,000 ADMINISTRATION/OFFICE(@3 SPC/1000 sf) 212,500 MANUFACTURING(@1 SPC/1000 sf) 0 SPACES 244 SPACES 282 SPACES a III 10,000 ADMINISTRATION/OFFICE(@3 SPC/1000 sf) 30 SPACES IV 30,000 MANUFACTURING(@1 SPC/1000 sf) 242,500 MANUFACTURING(@1 SPC/1000 SO 30 SPACES 274 SPACES 378 SPACES 10,000 ADMINISTRATION/OFFICE(@3 SPC/1000 sf) 0 SPACES 3 NOTE:ALL PARKING LOT CONSTRUCTION TO BE PHASED TO ACCOMMODATE THE MINIMUM REQUIREMENTS SHOWN ABOVE. o NOTE:ALL 9 REQUIRED HANDICAP PARKING SPACES TO BE CONSTRUCTED IN PHASE 1. N O- m g g 06-08-2020 SCB DESIGNED SBM KMA Engineering & Surveying, LLC DATE: DATE: PROJECT NO. 4. Removed si na e. Maverick Boat Company PHASE I-B SHEET 3. Modified per comments 03-19-2020 SCB DRAWN MDS Consulting Engineers & Surveyors:21 2. Modified For Phase 1-A Changes 02-13-2020 MDS CHECKED SBM 80 Royal Palm Pointe, Suite 401 Vero Beach, Fl.32960 Proposed Boat Manufacturing Facility MASTER SITE PLAN 1. Modified Per- See Comments 09-05-2018 MDS SCALE 1"= 100' KMA Phone: (772) 569-5505 Fax: (772)569-1455 E-Mail: civil@kmafl.com Scott B. McGuire,P.E. David S. Knight,P.E. `�(� 2 MARK REVISION DATE BY DATE 03-13-2020 ENGINEERING&SURVEYING Certificate of Authorization Number: 33705 Fl. Reg No. 39573 Fl. Reg No. 41060 LL I � I LEGEND ^ BENCHMARK TOP NAIL& DISK >� OAK i STOP SIGN ® STAMPED BM C&T ELEVATION = 21.195 PALM N.G.V.D. 1929 0 o SILT FENCE 21.3 EXISTING ELEVATION 21 s PROPOSED ELEVATION MITERED END 50 R/W DEDICATED PER O.R. BOOK 3265, PAGE 1974 72" RCP � FIRE HYDRANT AND ST, LUCIE COUNTY RESOLUTION IN O.R. BOOK North-0- tiYo 3210, PAGE 448. ($167,538 IN IMPACT FEE CREDIT CONCRETE TOP OF GRATE ELEV= 12.13' E - FLOW DIRECTION APPLICABLE TO THIS PROJECT.) 0' 25' 50' 100, 150' 200' HEADWALL INV ELEV EAST &WEST = 16.75' WITH 18 SETBACK (TYP.) FROM EOP INV. ELEV. [HC . . - . > �G isScams= 12.58' INV. ELEV. INV. ELEV. ONSTRUCT FIRE HYDRANT /� /� R/W LINE12.84' = 17.11' PER F.P.U.A. REQUIREMENTS F.P.F.W.C.D. CANAL No. 26 EXISTIN EXISTING FMAIN . CATCH BASIN12"WATER MAININV. ELEV. LNT IS OUTSIDE , WATER MAIN W/ 12"X 12" „ELV. = 19.61 INV. ELEV. 16.73' AY CLEARZONE (66 R/W) 66' TAPPING VALVE AND 18 TO 12 RCP INV. ELEV. 16.50' SLEEVE. SEE SHEET C8 15.55' 048" CMP TAPPING VALVE AND - - - EXISTING F.P.U.A. 24" INV. EX. 24" RCP MATCH PER FPUA SPECS. 12" WATER MAIN ELV. = 17.82' EXISTING _ _ INV. ELV. = 17.5 R/W LINE _ _ EX. SWALE _ _ _ _ _ EXISTING BST S CATCH BASIN - - - - - - - - - - - - - - -TURN 36" RCP ELV. = 20.11' BENEATH H STLOUCAIE BLVw -EWM M EQM EWM EWM EWM EWM 1 ,9' SEE SHEET C8. _ ST. LUCIE BLVD. O COUNTY ROAD 608 - - - EXISTING F.P.U.A. - N - - - - - SEE SHEET C8 - Di - - - 21.34 ' z1.os 11 6" FORCE MAIN U EX. 36" RCP MATCH 15" RCP 6' X 2' SIGN co NV. ELV. = 16.69' 12" CMP SADDLE WITH 2 GATE �- co EX. SWALE CATCH BASIN INV. = 19.00 I� RIGHT-OF-WAY WIDTH VARIES (TYP.) 130 VALVE ELV. = 21.02' EF EFM - EFM - FM EFM EFM EFM EFM EFM EFM EF EFM EFM EFM EFM EFM EFM EFM - - - - - - - - - - - - - - - �xL� - - - - - - - - - - - - =off - - - ----- =-- ---------- ---- - - - - - MATCH EX. - - - - - - - oau - - - •- SWALE MATCH EX. s 15"RCP R/W LINE D- 13 D- D 1 D- 12 SWALE 21.02 - A �'v O 21.91 45' LF OF O 2" CTS HDPE 21 25 GRAVEL 22.52 ° 21.30 1334.00' 6 C.L. FENC CONSTRUCTION 15 RCP S89 51 31 E ENTRANCE o INV. = 19.40 25' LANDSCAPE 20.91 21.05 R/W LINE 21.56 BUFFER �20.58 21.45 21.54 19.52 I21.94 EO\PO�GRATE HSEE DETAIL S-16 _ '�- L 0 18.67 GATE 21.80 INV. ELV. 16.26' 19.19 ,� �� 18.46 WEIR 1� �vv 21.0 .i�� 21.53 19.94 _ _ 20.62 20.00 19.96 D-9 ® ® 18"RCP (TYP.) 1 18" RCP 21.9 - L - - - - - - - CD 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 .5 20.85 20.01 21.55 21.17 19.9 ® 21.26 1P 18.5o 1 , > 22.00 21.0 = 2" PVC A "o IL FORCE MAIN 2 22.7 18.75 1� 21.79 D-2 E2� 20.8 21.9 - w 125' J19.25 EPHASE I B 21.83 1 19.24 20 8 4 PHASE II - 850' x 125' (106,250 SF) EXPANSION OF MANUFACTURING BUILDING ® ® 21.77 CONCRETE EXISTING 22 38 DW � PAVEMENT 21.0 1 F.F. ELEV = 22.0 NGVD EXISTING 10" FIR I 21.0 SERVICE WATERMAIN CONCRETE 22.06 CONCRET 21.91 ® 19.5 20.36 ' 24 O N IL 2 LOADING ZONES 21.44 GRASSY M o CONST 50.' LF 21.0 21.37 21.67 12' X 55' 21.91 SWALE "' 0 OF 12" ADS 21.6 CROSS DRAIN S. INV=19.4 20 / 18"ADS 50.0' - N. INV=19.5 175' a 850' 211.7 18.47 C 21 2 19.11 � � / 2� 18.47 SAW CUT AND PHASE I - 850 x 125 (106,250 SF) MANUFACTURING BUILDING EXISTING CONCRETE / 21.5 21.39 REPLACE W/ 22.65 3" DOMESTIC 21.9 21.5 CON-1 F.F. ELEV = 22.0 NGVD 22.19 21.58 21.69 " 21.9 125' EXISTING PRIVATE 1zs' 22.2 / 23.39 LIFT STATION SEE DETAIL 15 60.' LFELECTRIC OF 12"ADS 21.5 ON SHEET C6 JUNCTION BOX / /CONCRETE 19.14 ZZ EX.a 21.75 TRANSFORMER ROOF PHASE I-B 30' X 30' / PHASE I 21.25 B DRAINS SLAB 21'9 /20.95 �EOP 20.77 19.1 o � - o p. o 8.15 ® 6' CHAI NLINK EXISTING o 7aE °S zs'% p FENCERESIN o '° ° TANK OVE$E ? 0 20. 030' x850` 2 ,5� DL30' SF ° � STIlG C�V PAVEMENT 20.99 O 1 EI 6pVLa177 t7 \ p I I 21.38 O 21.21 ® 6" PVC ® ® 10' SIDEWALK �2% 21.15 ® ® 100' 100, 100' 217' ® 21.5 21.28 90' 100' 100' 03' - - - - - - 1-1-L - - �° - - - - - -�° - - - - - co co- - �° - - - - _°° _ - 2% = _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ < U) 18' 18' 18' ` & 18' : 18' _J �1 W °110'If 21.16y.1o'� 21.3 �1o' f _zo Q a �10'� lo' 10 11'If �'G, 20.38 ACCESS < Q �� ' O C� 22.27 z¢ 26 (/lJl 20 26' 26 1 0 20.3 15 20 10 21 0 18 CONTROL (0 o �� 20.62 I ® 70 ® ® ® ®O Q X EXISTING GRADE N 0 10 10 1 o �, k 10,If A GATE 18.83 a 20.9 ° 18' ' 18' � 18. e e � 18' � ® ®� 18' co E - - - - - - -- - - - W26� - - - - - - _ - - - - - - - - - - - - - - - - - - - - - N 20.7 ® ® 110' 26' ® 18.84 IRRIGATION 20.8 20.8 8"ADS 24' 20.47 22.0 VALVES 20' 16 20.97 26 GRASSY IRRIGATION �„�,�� 1a"HDPE21.64 SWALE WATER GE D- 7 / PHASE I-B 1 THIS PROPERTY LIES WITHIN `� SWALE GATES ® (ELV. 16± 18.28 16 N (TYP.) 20.38 22.0 200 108 FLOOD ZONE X FIRM 1211160176J 21.83 100' 100' 100' 100' 40' 18 18 F - - - 21 78 TOP OF BANK(EL.21±) 80 LF CAP (FEBRUARY 16, 201 2) T-IT ITI 21.0 W 10 10 1or� STURNARO ND PLEASE SEE SURVEY FOR 21.94 21.9 21.95 21.9 2.04 21.99 21.88 0 1 T- U �� 20 22.3 20 21.3 20 AC Ac 20 20 AC o 12 APRON INV EL=13.94 21.0 z O O O O O 57' LF OF �22 79 0¢ 10, 21.77 21.79 21.87 y 10,,E 22.3 22.27 1 p, 22.18 22.68 y 10' 3 60 LF- I UPDATED INFORMATION 1 R 18" RCP - - - - - - - - - -F8' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED NGVD 1929 1884 - - - 18' - - - - - - - - - - 18" CAP TOP OF BANK 18.90 100' 100' I 100, 100' 108, 80'�I CONSTRUCT INV EL=13.96 21.76 m 54'LF OF 18"HDPE REGRADE SLOPES ALL ELEVATIONS DEPICTED y w 8.8 4 21.90 24' 21.9 18.6020.8 D 1.80 SWALE J\J�Y GRASSYS �2O 21.74 EAST INV. 18.95 O 1 D_3 °° SWALE 21-77 �"�"�� D-6 WEST INV. 18.90 T04:1 HEREON REFERENCE NGVD 1929 21.0o FOR C(IINVERSION TO NAVD 1988 SUBTRACT 1 .5 m 21.80 EXISTING STRIPING IN THIS 20' 00 UNOCCUPIED AREA SHALL BE REMOVED BY 18.29 1 OCCUPIED o GRINDING OR PAVED OVER. o TAX ID# 1431 -120-0000-000/6 TAX ID# 1431 -112-0001 -000/8 z INV EL=14.07 1 IMPERVIOUS AREA DATA - PHASE 1-A & 1-B 6s"caP LANDSCAPE NOTE* ® 18 SWETENIA MAHOGANI (MAHOGANY) N 12' - 14' X 5' 2%2" DBH (B&B) ADJACENT PROPERTY a 1 PHASE 1-A PHASE 1-B PHASE 1-A&1-B %OF SITE Total ac Allowed Per Project %Of Total ac Allowed TOTAL SITE AREA 37.87 ac 37.87 ac 37.87 ac 37.87 ac 100% OWNER: BETKOR, LLC aLAKE AREA 10.31 ac O.00ac 10.31 ac 27% 10.31 ac 100% REGRADE SHADING PAVED IMPERVIOUS 2.34ac +1.91ac 4.25ac 11% 8.87ac 48% SLOPES TO4:1 EXISTING USE: TYPE 4300 REPRESENTS 3 BUILDING AREA 2.43ac o.00ao 2.43ac 06% 6.38ac 38% PERMITS REQUIRED FOR PHASE 1-B PHASE I-B PAVING TRUSS MANUFACTURING o GREEN AREA 22.79ac -1.91 ac 20.88ac 55% 12.31 ac 169% 1 . SLC STORMWATER MODIFICATION L ZONING- IL a DATE: DATE: PROJECT NO. m° 7. Adjusted pavement grades&interconnect.Changed 16 area in table. 0 -,6-202o CRW KMA Engineering & Surveying, LLC PHASE 1B 6. Modified table per SLC 0 6 - -24-2020 MDS DESIGNED SBM 19-016 U 5. Added grades for Phase 1 B paving.Added cross drain 06-11-2020 CRw Maverick Boat Company 4. Adjusted table for impervious.Removed signage. 06-0a-2020 CRw DRAWN MDS Consulting Engineers & Surveyors PAVING GRADING SHEET 3. Modified per comments 03-19-2020 sc6 CHECKED SBM 80 Royal Palm Pointe,Suite 401 Vero Beach,Fl.32960 Proposed Boat Manufacturing Facility ' , LMARK Modified For Phase 1-A Changes 02_13.2020 MDS KMA Phone: 772 569-5505 Fax: 772 569-1455 E-Mail: civil kmafl.com DRAINAGE, UTILITY PLAN g � Modified Per-See Comments os-os-2o18 MDS SCALE 1"=100' ( ) ( � @ SCOtt B. N1CGUIT'0,P.E. DaV1Cl S. Kril ht, P.E.REVISION DATE BY DATE 03-13-2020 ENGINEERING&SURVEYINGCertificate of Authorization Number: 33705 Fl. Reg No. 39573 Fl.Reg No. 41060 EROSION CONTROL NOTES SILT FENCE APPLICATION NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND 1. THE HEIGHT OF SILT FENCE SHALL NOT EXCEED 36 INCHES(90CM). DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UP-SLOPE LAND DISTURBANCE TAKES PLACE. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLE CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS.WHEN JOINTS ARE NECESSARY,FILTER CLOTH SHALL BE o 1.5"SP 9.5 ASPHALT 8"COQUINA SHELL COMPACTED TO 98/0 / 5"OR 6"THICK 3000 PSI(MIN.)CONCRETE 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF SPLICED AS DESCRIBED IN ITEM 8 BELOW. MAX. DENSITY(AASHTO T-180) i WITH FIBER REINFORCEMENT\_ a EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO 3. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET(3M)APART AT THE BARRIER LOCATION AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES(30 CM).WHEN EXTRA STRENGTH \ ... ..... ..... ..... .... a a.a ADJACENT PROPERTIES. FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE,POST SPACING SHALL NOT EXCEED 6 FT(1.8M). o o 12"STABILIZED SUBGRADE LBR 40 98/0 12"MIN.STABILIZED SUBGRADE(LBR 40)(98/o COMPACTION ( )( .......................................................... 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. 4. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES 10CM WIDE AND 6 INCHES 10CM DEEP ALONG THE LINES OF POSTS AND UPSLOPE FROM THE BARRIER. ( ) ( ) ( ) COMPACTION AASHTO T-180)STABILIZE ASTM D1557)IF NECESSARY STABILIZE W/ROCK OR SHELL TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN(7)DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 5. WHEN STANDARD STRENGTH FILTER FABRIC IS USED,A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT W/ROCK OR SHELL(NO LIME SLUDGE OR-_ / (NO LIME SLUDGE,ORGANICS OR CLAYEY SANDS)MIXED TO DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. LEAST 1 INCH(25MM)LONG,TIE WIRES,OR HOG RINGS.THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES(5CM)AND SHALL NOT EXTEND MORE THAN 36 INCHES(90 CM)ABOVE CLAYEY SANDS) = HOMOGENOUS MIXTURE 4. DURING CONSTRUCTION OF THE PROJECT,SOIL STOCK PILES SHALL BE STABILIZED,COVERED OR CONTAINED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE ORIGINAL GROUND SURFACE. THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE AND 8 INCHES 20CM OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.THE FABRIC SHALL NOT - o ( ) ° � FILL COMPACTED TO 98/o FILL COMPACTED TO 98/o 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. EXTEND MORE THAN 36 INCHES(90 CM)ABOVE THE ORIGINAL GROUND SURFACE. MAX.DENSITY dMAX. DENSITY _ 6. AFTER ANY SIGNIFICANT RAINFALL,SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 7. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACINGS ARE USED,THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED.IN SUCH A CASE,THE FILTER FABRIC IS STAPLED OR III III III III III III 7. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL,FLUME,SLOPE DRAIN STRUCTURE WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ITEM NO.6 APPLYING. OR APPROVED CONTROL. 8. WHEN ATTACHING TWO SILT FENCES TOGETHER,PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE. ROTATE BOTH THE POSTS AT LEAST 180 DEGREES IN 8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM WATER SYSTEM,DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE A CLOCKWISE DIRECTION TO CREATE ATIGHT SEAL WITH THE FILTER FABRIC.DRIVE BOTH POSTS INTO THE GROUND AND BURY THE FLAP. TYPICAL ASPHALTIC TYPICAL PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 8. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. 9. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED,PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT,CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO 9. THE MOST EFFECTIVE APPLICATION CONSISTS OF A DOUBLE ROW OF SILT FENCES SPACED A MINIMUM OF THREE FEET APART.THE THREE FOOT SEPARATION IS SO THAT IF THE FIRST ROW CONCRETE PAVING SECTION CONCRETE PAVING SECTION THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. COLLAPSES IT WILL NOT FALL ON THE SECOND ROW.WIRE OR SYNTHETIC MESH MAY BE USED TO REINFORCE THE FIRST ROW. 10. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER 10. WHEN USED TO CONTROL SEDIMENTS FROM A STEEP SLOPE,SILT FENCES SHOULD BE PLACED AWAY FROM THE TOE OF THE SLOPE FOR INCREASED HOLDING CAPACITY. N.T.S. N.T.S. AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT CONTROLS. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH 11. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE,BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. WORKING DAY. 11. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS,THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND DISTURBING ACTIVITIES. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 13. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION AT ALL TIMES DURING CONSTRUCTION. 14. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NUMBERS 101, 102 AND 103 OF F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AND COUNTY PERMITS. 15. THE CONTRACTOR IS RESPONSIBLE FOR ALL SURFACE WATER DISCHARGES,RAINFALL RUN OFF OR DEWATERING ACTIVITIES. 16. THE CONTRACTOR MUST INCORPORATE ALL BMP'S NECESSARY TO MEET OR EXCEED STATE WATER QUALITY AND SWPPP REQUIREMENTS. 17, THE POLLUTION PREVENTION PLAN IS A MINIMUM GUIDELINE ONLY. ADDITIONAL BMP'S MAY BE NECESSARY AT THE CONTRACTOR'S EXPENSE. 18. NOI TO BE POSTED ON SITE. 19. DEWATERING ACTIVITIES: A-DISCHARGE MUST NOT EXCEED STATE WATER QUALITY STANDARDS. B-THE CONTRACTOR MUST HAVE A TRANSFERABLE SJRWMD CONSUMPTIVE USE PERMIT KNOWN AS A"NOTICED GENERAL PERMIT FOR SHORT TERM CONSTRUCTION DE-WATERING". C-NO HYDRAULIC PUMPS MAY BE USED FOR DEWATERING UNLESS APPROVED BY THE WATER MANAGEMENT DISTRICT FOR THAT AREA. D-NO TURBID DISCHARGE. TURBIDITY READINGS ARE REQUIRED ONCE A WEEK AND MUST BE REPORTED TO THE PROJECT ENGINEER. 3-6"WHITE CHEVRONS EQUALLY SPACED PER AISLE 6„ 2"6" 6" 2" 6„ SPACING T POST FILTER FABRIC 7 / A 60°•(� w w 6„ 2„ 6„ TO BE 6'-10'FEET APART MATERIAL � �\ � � /�1 � B DO A DO T STAKE PER WHITE NOTES(TYP.) � � DEPTH °7 ACCORDING FILTER CO 5250 NEED (TY P) 6"WHITE STRIPE, FINE BLUE IF ADJACENT TO HANDICAP STALL, TYPICAL O 0 - 5 12EF HANDICAP SIGN 2.5'OVERHANG SPECIFICATIONS: AREA INLET NO.FTP-20-04 SOD OR CONCRETE 2 EET r 4" PER PLAN 9' (MIN.) FABRIC: HIGH STRENGTH NYLON REINFORCED VINYL, GRATE 2 PLACE THE END POST HIGH VISIBILITY YELLOW,22 OZ.ND WEIGHT. WRAPPED WITH J �- I 4" OF SECOND FENCE \ FOR ADDITIONAL STRENGTH FILTER FABRIC N '� I INSIDE THE END POST FILTER FABRIC MATERIAL CAN CONNECTOR: SNAP HOOKS AND RINGS CONNECT OF THE FIRST FENCE BE ATTACHED TO A 6-INCH(MAX.) LOAD LINES WITH SLOTTED REINFORCED Z-o"OVERHANG,EITHER \ PVC PIPE FOR FABRIC CLOSURE. OPTIONAL SOD OR PAVEMENT BACKFILLED TRENCH MESH WIRE SCREEN WHICH HAS EXTRUDED ALUMINUM CONNECTORS. OVERFLOW PER PLAN 6"CONCRETE BEEN FASTENED TO THE POSTS WHEEL STOP FLOTATION: 12"EXPANDED POLYSTYRENE OVER RUN-OFF RUN-OFF w EXCEPT WHERE ROTATE BOTH POSTS AT 29 LBS/FT BUOYANCY. �, 0 6"CONCRETE ADJACENT LEAST 180 DEGREES IN A 6"BLUE STRIPE Q WHEEL STOP TO CURB OR SIDEWALK CLOCKWISE DIRECTION TO NOTE, BALLAST: 5/16"GALVANIZED CHAIN INSTALL FILTER FABRIC AND <p TYPICAL o EXCEPT WHERE ADJACENT 1. INSPECT AND REPAIR FENCE AFTER EACH STORM (1.1 LBS/FT.) STAKES WHERE NOT IN PAVED o TO CURB OR SIDEWALK oZ CREATE A TIGHT SEAL 6"WHITE STRIPE, 0 w , 0D� a z WITH THE FABRIC MATERIAL AREAS 12"MIN. BELOW GRADE Z EVENT AND REMOVE SEDIMENT WHEN NECESSARY. LOAD LINES: DUAL 5/16"GALVANIZED WIRE BLUE IF ADJACENT Z a o 6"WHITE DIRECTION OF RUNOFF WATERS 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN ROPES WITH HEAVY VINYL COATING. TO HANDICAP STALL, =a STRIPE(TYP) AREA THAT WILL NOT CONTRIBUTE SEDIMENT TYPICAL OFF-SITE AND CAN BE PERMANENTLY STABILIZED. TURBIDITY CURTAINS ARE TO REMAIN IN PLACE FOR A PERIOD OF COMPACTED SOIL �--6" IPE DRIVE BOTH POSTS ABOUT 3. SILT FENCE SHALL BE PLACED ON SLOPE TIME NOT LESS THAN SEVEN(7)DAYS AFTER WORK HAS BEEN SECTION A-A TYPIC 10 INCHES INTO THE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. COMPLETED AND TURBIDITY LEVELS ARE EQUAL TO OR BELOW 6"WHITE STRIPE GROUND AND BURY FLAP BACKGROUND N.T.U. LEVELS. TYPICAL WHITE STRIPE TYPICAL ATTACHING TWO SILT FENCES FABRIC SILT FENCE TYPICAL FLOATING TURBIDITY CURTAIN FABRIC DROP INLET SEDIMENT FILTER TYPICAL HANDICAP PARKING STALL TYPICAL STANDARD PARKING STALL N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 75'MIN. 30" FILTER FABRIC R STOP F MATERIAL SECURELY Q SIDEWALK FASTENED TO THE FILTER FABRIC MATERIAL SECURELY O POSTS OR IF USED FASTENED TO THE POSTS OR IF USED o FDOT NO.1 COARSE THE WIRE MESH THE WIRE MESH w AGGREGATE MINIMUM 20" N o Q THICK o CL PLACE BOTTOM OF SOD MIN 2'/MAX 12' 0 J PONDING HT. PONDING HT. 3"BELOW SIDEWALK SURFACE 2- LANE RECOMMENDED 4' v EXTENDED TRAVEL 57< = WOOD OR u! PLAN VIIEw 1.5%SLOPE(MAX) 0 - - - - -� o STEEL POST - i 36"HIGH MAX APPROXIMATELY 8 INCHES OF FILTER ( ) / / / j j j j s / / / / / / s VARIES SEE DETAIL ABOVE :.. . . i'..`.`.° ::...:: .. `.•., .,•<; ...,..:.;..:...: . FABRIC MATERIAL MUST BE EXTEND �i PROPOSED GRAVEL INTO A TRENCH AND BE ANCHORED GRAVEL BED ��V� A j�� A �� A �A �� V��A�/A�� STOP SIGN 3 o WITH COMPACTED BACKFILL MATERIAL 12"MIN. / � � ��X� X/ 4 o= 4"THICK CONCRETE INTERNAL SW. o w Lu o LOPE TO DRAIN 6"THICK CONCRETE IRC R/W SW. m o RUNOFF WITH FIBER REINFORCEMENT ADDITIONAL NOTES: o o o FILTER MINIMUM.3,000 P.S.I.@ 28 DAYS. m o - RUNOFF FABRIC CROSS-SECTION ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE \\- %\/ \�/ / SIDEWALK NOTES: LATEST VERSION OF THE M.U.T.C.D., FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS, AND ST. LUCIE COUNTY TYPICAL m / / /\/ �� / 1. ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE PAVEMENT MARKING AND SIGNING DETAILS. IN ADDITION, ALL PAVEMENT VATH THE"SUGGESTED SPECIFICATION N Z \ / \� /\�\/\ Z Z \ 1. ENTRANCE MUST EXTEND THE FULL WIDTH OF THE VEHICULAR INGRESS AND EGRESS AREA HE PORTLAND CEMENT ASSOCIATION. S FOR CONCRETE AREAS"PREPARED BY MARKINGS WITHIN THE ST. LUCIE COUNTY RIGHT-OF-WAY SHALL BE INSTALLED x o 4"x6"TRENCH AND WIDE ITS CONNECTION TO THE ROADWAY TO ACCOMMODATE THE TURNING RADIUS OF IN THERMO-PLASTIC. a \\/\ \\� \\/ /\ \\\ WITH COMPACTED THE LARGE VEHICLES. 2. CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 8-FEET. BACKFILL 2. ENTRANCE MUST BE AT LEAST 12"THICK,75 FEET LONG,AND 14 FEET WIDE. ALL PARKING SPACES WITH EXCEPTION OF THE HANDICAPPED PARKING /\�\ 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR 3. AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE SPACES SHALL BE STRIPED IN WHITE, RETRO-REFLECTIVE TRAFFIC PAINT FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE TOP DRESSING, TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, (2009 M.U.T.C.D., SECTION 3B.19) AND IN ACCORDANCE WITH THE FLORIDA m REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. WHICHEVER IS GREATER. SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119). DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR / 4. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7,14,AND 28 DAYS. ROAD&BRIDGE CONSTRUCTION, LATEST EDITION. RIGHT-OF-WAY. 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM o 5. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABLIZED WITH CRUSHED DRY DENSITY. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. STRIPED IN ACCORDANCE WITH THE FDOT STANDARD INDEX 17346&17355 5.SURFACE WITH BROOM FINISH. LATEST EDITION.A DETAIL OF THE STANDARD SHALL BE DENOTED ON THE SITE PLAN. ALTERNATE DETAIL 6.SIDEWALK LOCATION AND DETAILS PER FDOT INDEX#310,LATEST EDITION. STANDARD DETAIL TRENCH WITH GRAVEL TRENCH WITH NATIVE BACKFILL GRAVEL CONSTRUCTION ENTRANCE SIDEWALK DETAIL STOP SIGN & LOCATION DETAIL ol 3 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 0 0 N O- o DATE: DATE: PROJECT NO. in DESIGNED SBM KMA Engineering & Surveying, LLC 19-016 o DRAWN MDS Consulting Engineers & Surveyors Maverick Boat Company PHASE 1-B SHEET 3 CHECKED SBM 80 Royal Palm Pointe, Suite 401 Vero Beach, Fl.32960 Proposed Boat Manufacturing Facility MISCELLANEOUS DETAILS rn o SCALE 1"=100' KMA Phone: (772)569-5505 Fax: (772)569-1455 E-Mail: civil@kmafl.com Scott B.McGuire,P.E. David S.Knight,P.E. `(� 4 _ MARK REVISION DATE BY DATE 03-13-2020 ENGINEERING&SURVEYING Certificate of Authorization Number: 33705 Fl.Reg No. 39573 Fl.Reg No.41060