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Home My WebLink About2021-11-2 Updated TIR Engineering Design & Construction, Inc. 10250 SW Village Parkway, Suite 201, Port Saint Lucie, FL 34987 772-462-2455 www.EDC-Inc.com Table of Contents Introduction: ................................................................................................................................................. 2 Project Description ....................................................................................................................................... 2 Existing Condition ......................................................................................................................................... 2 Trip Generation: ............................................................................................................................................ 3 Internal Capture: ........................................................................................................................................... 3 Pass‐by Trip Capture: .................................................................................................................................... 3 Radius of Impact: .......................................................................................................................................... 3 Traffic Distribution: ....................................................................................................................................... 4 Turn Lane Warrant: ....................................................................................................................................... 4 Conclusion: .................................................................................................................................................... 4 20‐381 Southern Truss Page 2 of 4 July 26, 2021 Introduction: Engineering Design & Construction has completed a traffic statement and impact analysis for the proposed Southern Truss Project, located off Kings Hwy a two-lane principal arterial. North of Angle Road. See the attached Location Map (Exhibit 1). The purpose of this study is to determine the proposed project’s impact on the surrounding traffic and roadway level of service. This building does not surpass the traffic impact analysis threshold for manufacturing buildings of 87,000S.F. found in section 11.02.09(4)(a)(1), but does follow the guidelines set forth in 11.02.09(4) and the Standard Traffic Impact Studies (TIS) Methodology and Procedures created by St. Lucie TPO. Project Description The project is located on two parcels in St. Lucie County, parcel IDs 1336-231-0001-000- 2 and 1336-240-0000-000-3. A 11.61 acre and 34.48 acre lots respectively. The zoning is general commercial with a future land use of commercial. The project Southern Truss is proposing to add a 45,900 S.F. Manufacturing Building to their existing manufacturing site. The building is proposed to generate 10 additional employees. See attached Exhibit 2 for the proposed Site Plan. Existing Condition Southern Truss is currently operating at the proposed project location, there is an existing 67,780 S.F. Manufacturing building, 5,000 S.F. office building, and 1,280 S.F. storage area which were built in 2004. Due to the age of the existing buildings, they will not be accounted for in the proposed trip generation. The project is located on the State Road 713 known as Kings Hwy a two-lane undivided Principal Arterial 50 mph road. This is the only current access point for the development. Current Traffic Counts and Level of Services ratings of the surrounding roads are presented in the St. Lucie TPO Fall/Winter 2019/2020 Report Attached. King’s Highway is estimated using FDOT Generalized Volume 2020. 20‐381 Southern Truss Page 3 of 4 July 26, 2021 Trip Generation: To properly estimate the trip generation the Institute of Traffic Engineers’ (ITE) Report, Trip Generation (10th edition) was used to produce Daily Average, A.M Peak, and P.M. Peak. The proposed development is proposing to cover an existing outdoor manufacturing area with a 45,900 S.F. Manufacturing Building (ITE Code 140) with will add an estimated 10 employees. Internal Capture: This project contains no internal capture Pass‐by Trip Capture: The pass-by trip capture rate is 0 Radius of Impact: For this analysis the radius of impact was determined by the total number of trips and Section 11.02.09(4)(b) of St. Lucie County Code. A two-mile radius is used to analyze and show impacts on any major or minor roads. 20‐381 Southern Truss Page 4 of 4 July 26, 2021 Traffic Distribution: Traffic Distribution and assignment was determined using engineering judgement, trip lengths, surrounding uses and review of the roadway network. The general distribution can be seen below. Detailed distribution map is attached as Exhibit 3. North =40% South =60% Information in this table is referenced from St. Lucie TPO Traffic Counts and Level of Service Report (Fall/Winter 2019/2020) Turn Lane Warrant: The proposed development is projected to receive 60% of the trip created from Kings Highway, headed north when analyzing the projected trips, the AM Peak Hr Trips would generate an additional 21 right hand turns. 21 right hand turns is less that than the FDOT turn lane warrant. Due to this, EDC and FDOT have discussed that a right turn lane is not warranted for this project. Conclusion: In conclusion the additional 45,900S.F. Manufacturing building which will bring an additional 10 employees to the existing southern truss property, located on Kings Highway, generates a new 42 daily trips, 43 Peak AM Trips, and 29 Peak PM Trips. Kings Highway is currently under development and re-construction to widen the road to a 4-lane divided highway. EDC believes this development will have no negative impacts on surrounding roads. Trip Distribution & Level of Service Check ROW Segment From To LOS Service Capacity Peak Hr Service Capacity Exist Peak Hr Peak Direction Annual Growth Rate Build Out Year 2023 Projected Traffic Peak Hr Project Volumne % project of LOS Capacity Total Peak Hr Volumne Adopted LOS Currently Exceeded? (5%) Impacts to LOS Exceeded Adopted LOS to be Exceeded 53rd St Angle Rd Juanita Ave C 540 148 2.28%158 1 0.2% 159 No No No Angle Rd Ave Q53rd St D 600 508 2.44%545 7 1.2% 552 No No No Angle Rd 53rd St Keen Rd C 630 319 2.44%342 7 1.1% 349 No No No Angle Rd Keen Rd Kings Hwy C 880 319 3.07%348 9 1.0% 357 No No No Angle Rd Kings Hwy Johnston Rd B 1070 201 1.94%213 2 0.2% 215 No No No Angle Rd Johnston Rd Florida's Turnpike B 1070 125 ‐0.78%122 2 0.2% 124 No No No Avenue QAngle Rd 25th St C 750 301 3.33%331 1 0.1% 332 No No No Juanita Ave 53rd St 25th St C 750 157 ‐5.39%132 1 0.1% 133 No No No Kings Hwy* Orange Ave Angle Rd C 3250 732 0.89%752 17 0.5% 769 No No No Kings Hwy* Angle Rd St Lucie Blvd C 3250 721 ‐0.90%702 43 1.3% 745 No No No Kings Hwy* St Lucie Blvd Indiro Rd C 3250 924 0.47%937 13 0.4% 950 No No No St Lucie Blvd Kings Hwy Keen Rd C 880 310 1.24%322 4 0.5% 326 No No No St Lucie Blvd Keen Rd 25th St C 880 310 1.24%322 4 0.5% 326 No No No * Peak Hr Capacity was calculated using 2020 FDOT Generalized Service Volumes 40'40'32'32' ADJACENT PARCELPNC:1336-231-0002-000-9ONWER:PHILIP C GATES JR PDS ORDER 2020-042LESS & EXCEPTO.R.B 4455, P.G 1954 EDGE OFPAVEMENT PAVEMENT AREA POND PARKING A R E A GRASSAREA 1 STO R Y BUILDIN G COVEREDSTORAGE PUMPHOUSE 24" METALCULVERT GRASS A R E A SPECIAL W A R R A N T Y D E ED O.R.B 1989. P . G 5 4 4 4' BARB WIRE FENCE 4' BARB WI R E F E N C E 4' BARB W I R E F E N C E 4' BARB WIRE FENCE 4' BAR B W I R E F E N C E DITCH GRASSAREA GRASSAREA GRASSAREA 6' CHAIN LINK FENCE TOP OF BANKTOP OF BANK TOP OF B A N K TOP O F B A N K DIRT RAMP 220' 74' 120' PAVERSPATH ELEC.PANELPLASTICLID 50'50'16'16' 147'147' 20'20' 105' ADJAC E N T P A R C E L PNC:1 3 3 6 - 2 3 2 - 0 0 0 0 - 0 0 0 - 8 ONWE R : F R A N K M E R O L A SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST. EAST LINE OF SECTION 36, TOWNSHIP 34 SOUTH, R A N G E 3 9 E A S T . WEST L I N E O F T H E N O R T H W E S T 1 / 4 O F S E C T I O N 3 6 , T O W N S H I P 3 4 S O U T H , R A N G E 3 9 E A S T . (BEARING BASIS) SET IRON ROD& CAP LB 8098 XXXXX40' 40'32'32'ADJACENT PARCELPNC:1336-231-0002-000-9ONWER:PHILIP C GATES JR PDS ORDER 2020-042LESS & EXCEPTO.R.B 4455, P.G 1954 EDGE OFPAVEMENT PAVEMENT AREA PONDPARKING AREAGRASS AREA 1 STORYBUILDINGCOVERED STORAGE PUMPHOUSE 24" METALCULVERTGRASS AREASPECIAL WARRANTY DEEDO.R.B 1989. P.G 5444' BARB WIRE FENCE 4' BA RB WI RE FE NC E 4' BA R B WI R E FE N C E 4' BARB WIRE FENCE 4' BARB WIRE FENCEDITCH GRASS AREA GRASS AREA GRASSAREA 6' CHAIN LINK FENCE TOP OF BANKTOP OF BANK TOP OF BANKTOP OF BANKDIRT RAMP 220'74' 120' PAVERS PATH ELEC. PANEL PLASTICLID 50'50'16'16'147'147'20'20'105'ADJACENT PARCELPNC:1336-232-0000-000-8ONWER:FRANK MEROLASOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST.EAST LINE OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST.WEST LINE OF THE NORTHWEST 1/4 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST.(BEARING BASIS) SET IRON ROD & CAP LB 8098 LOCATION MAP ST LUCIE COUNTY FLORIDA DATE REVISION COMMENTS 20-381 1 OF 1 10250 SW VILLAGE PKWY - SUITE 201 PORT SAINT LUCIE, FL ' 772-462-2455 F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 PORT SAINT LUCIE OFFICE 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 ' 772-462-2455 8 www.edc-inc.com ENGINEERS SURVEYORS ENVIRONMENTAL LOCATION MAP VICINITY MAP SCALE: 1"=1000' SITE MAP SCALE: 1"=1000' SOUTHERN TRUSS COMPANIES ENGINEERS SURVEYORS ENVIRONMENTAL © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS X X X X X X X XPARKING AREASPECIAL WARRANTY DEEDO.R.B 1989. P.G 54474'ADJACENT PARCELPNC:1336-232-0000-000-8ONWER:FRANK MEROLAN89°50'59"W 1130.59' S89°50'59"E 1107.11'N03°22'34"E 453.22'18.00' 137.08' 50.05'203.26'EXISTING 1-STORY MANUFACTURING BUILDING A 2590 KINGS HIGHWAY FT. PIERCE, FLORIDA 63,750 S.F. EXISTING OFFICE BUILDING B 5,000 S.F. EXISTING 32'X40' COVERED AWNING 1,280 S.F. BARBED WIRE FENCE SET 5/8" IR/C L.B. 4286 EXISTING CONTROL STRUCTURE RIM: 18.44' (TOP TO BE REPLACED WITH MANHOLE) (PIPE TO BE ADDED FOR CONNECTION TO NEW POND) EXISTING 18" PLASTIC CULVERT EXISTING RETENTION POND ±63,907 S.F. (1.47 AC.) (OUTLINE FROM APPROX SHORELINE) (TO BE FILLED) EXISTING LUMBER STORAGE AREA PROPOSED PARKING AREA EXISTING LUMBER STORAGE AREA PROPOSED LUMBER STORAGE AREA EXISTING CATCH BASIN (TYP)255'250'255'250'100'50'100'50' FOUND 5/8" IRON ROD & CAP LB4644 W:1.39', N:0.55' FOUND 5/8" IRON ROD & CAP LB4644 W:1.48', N:0.62'BARBED WIRE FENCEEXISTING GAS TANK EXISTING CONC SLAB EXISTING A/C PAD FOUND 5/8" IRON ROD & CAP NO ID EXISTING 6' CHAIN LINK FENCE EXISTING 6' CHAIN LINK FENCE EXISTING A/C PAD 90.00' 10.00' 100.00' 10.00' 100.00' 10.00' 100.00' 10.00' 100.00' 10.00' 100.00' 10.00' 100.00' 10.00' 100.00' 10.00' 100.00' 10.00' PROPOSED LOADING ZONE 12' X 55' PROPOSED 10' LANDSCAPE BUFFER30.48'163.98'396.03'R45.00' PROPOSED TYPE "D" CURB PROPOSED TYPE "D" CURB SECTION A-A PROPOSED 10' LANDSCAPE BUFFER PROPOSED LOADING ZONE 12' X 55' ADJACENT PARCEL PNC:1336-231-0002-000-9 ONWER:PHILIP C GATES JR EXISTING ELEC. PANEL PROPOSED DUMPSTER 32.05'50.18'91.74' 410.54'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'R5.00'PROPOSED LOADING ZONE 12' X 55' 15.74' 17.90' 19.68' 26.00' 26.00' 50.00' EXISTING PAVERS PATH EXISTING PUMP HOUSE EXISTING LIGHT POLE PROPOSED 5' CONCRETE SIDEWALK PROPOSED R1-1 STOP SIGN AND STOP BAR (PER MUTCD) EXISTING GATE EXISTING EDGE OF PAVEMENT PROPOSED MANUFACTURING BUILDING C 45,900 S.F. 8 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 ENGINEERS SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 ' 772-462-2455 COPYRIGHT: 2020 BY EDC-INC: THIS FIRM EXPRESSLY RESERVES THEIR EXCLUSIVE COMMON LAW COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS TO THESE DRAWINGS WHICH MAY NOT BE DISPERSED, REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT THE WRITTEN CONSENT OF THIS FIRM.THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.20-381 1 OF 4SOUTHERN TRUSSST. LUCIE COUNTYFLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH19JULY202120-381 southern truss r7.dwgFILENAMEAS SHOWNSCALEDATEAS SHOWNLAYOUTDATE10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 ' 772-462-2455 F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 ENGINEERS SURVEYORS ENVIRONMENTAL #F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 ENGINEERS SURVEYORS ENVIRONMENTAL SCALE: 1:2000 ST. LUCIE W BLVD NOTE: 1. EXISTING BUILDING F.F.E AND SANITARY INVERTS REFERENCED FROM MASTELLER, MOLER & TAYLOR, INC. DATED REV. 08/02/2018 CONVERTED FROM NGVD TO NAVD. (DATE) LEGAL DESCRIPTION THE NORTH 452.503 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/ 4 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LESS AND EXCEPTING THEREFROM THE WEST 74 FEET FOR ROAD AND CANAL RIGHTS-OF-WAY. LESS AND EXCEPT THAT PARCEL CONVEYED BY SPECIAL WARRANTY DEED TO ST. LUCIE COUNTY RECORDED IN OFFICIAL RECORDS BOOK 1989, PAGE 544, AND ACCEPTANCE BY RESOLUTION NO. 04-274 RECORDED IN OFFICIAL RECORDS BOOK 2105, PAGE 460 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SAID SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST; THENCE SOUTH 89°50'58" EAST ALONG THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 A DISTANCE OF 74.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF KINGS HIGHWAY (S.R. 713), SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE CONT INUE ALONG THE NORTH LINE OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 SOUTH 89°50'58" EAST, LEAVING SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 150.00 FEET; THENCE SOUTH 03° 22'34" WEST A DISTANCE OF 453.22 FEET TO THE SOUTH LINE OF THE NORTH 452.50 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH 89°50'58" WEST ALONG THE SOUTH LINE OF THE NORTH 452.50 FEET TO THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 A DISTANCE OF 127.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF KINGS HIGHWAY (S.R. 713); THENCE NORTH 00°28'02" EAST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 452.50 FEET TO THE POINT OF BEGINNING. PARCEL CONTROL NUMBER: 1336-231-0001-000-2, 1336-240-0000-000-3 OWNER:WHEELS LEASING LLC 2590 N KINGS HWY FORT PIERCE, FL 34951 FUTURE LAND USE:(TVC) ZONING:(IL) SITE DATA PHASE 1 997,355 S.F. 22.90 AC. 56.04% EXISTING 506,284 S.F. 11.62 AC. 28.45% ADDITION 491,071 S.F. 11.28 AC. 27.59% PHASE 2(FUTURE) 782,437 S.F. 17.96 AC. 43.96% TOTAL AREA:1,779,792 S.F. 40.86 AC.100.00% PERVIOUS/IMPERVIOUS DATA IMPERVIOUS AREA: (PHASE 1) EXISTING BUILDING A 63,750 S.F. 01.46 AC. 06.39% EXISTING BUILDING B 5,000 S.F. 00.11 AC. 00.50% EXISTING PAVEMENT 134,115 S.F. 03.08 AC. 13.45% EX. COVERED STORAGE 1,280 S.F. 00.03 AC. 00.13% PROPOSED GRAVEL 322,612 S.F. 07.41 AC. 32.35% PROPOSED BUILDING 45,900 S.F. 01.05 AC. 04.60% PROPOSED PAVEMENT 114,033 S.F. 02.62 AC. 11.43% TOTAL (IMPERVIOUS) 686,690 S.F. 15.76 AC. 68.85% PERVIOUS AREA: RETENTION POND 146,720 S.F. 03.37 AC. 14.71% OPEN SPACE 163,945 S.F. 03.77 AC. 16.44% TOTAL (PERVIOUS) 310,665 S.F. 07.14 AC. 31.15% MINIMUM REQUIRED OPEN SPACE:10.00% USABLE SPACE: (5.00% OF OPEN SPACE) BUILDING DATA EXISTING BUILDING(S)= 70,030 S.F. 1-STORY MANUFACTURING = 63,750 S.F. 1-STORY OFFICE BUILDING = 5,000 S.F. 1-STORY COVERED STORAGE = 1,280 S.F. PROPOSED BUILDING(S)= 45,900 S.F. GROUND COVERAGE OF BUILDINGS = 115,930 S.F. PROPOSED BUILDING HEIGHT:(1 STORIES) XX'-XX"(XXX") MAXIMUM BUILDING HEIGHT:50' MAXIMUM BUILDING COVERAGE:50% TOTAL BUILDING COVERAGE: 10.39% SETBACKS: FRONT: 25' SIDE: 10' REAR: 20' STORMWATER DRAINAGE: THE SURFACE WATER MANAGEMENT SYSTEM FOR THE PROJECT WILL COLLECT SITE RUNOFF IN A SERIES OF INLETS WHICH WILL CONVEY THE RUNOFF TO THE EXISTING DRAINAGE SYSTEM. SOLID WASTE: BASED ON THE INTENDED USE OF THE BUILDING, THIS PROJECT WILL UTILIZE A DUMPSTER AREA FOR SOLID WASTE AND RECYCLABLE ITEMS. HAZARDOUS WASTE: ANY AND ALL HAZARDOUS OR TOXIC MATERIALS GENERATED OR USED OR STORED ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. LANDSCAPE: REFER TO LANDSCAPE PLAN BY OTHERS. ACCESSIBILITY AND ADA COMPLIANCE: ALL SIDEWALKS AND RAMPS WILL MEET FDOT AND ADA REQUIREMENTS. PARKING DATA REQUIRED PARKING (140) MANUFACTURING-PARKING GEN MANUAL, 5TH EDITION EXISTING BUILDING(S) (65,030 S.F.)= 60 PARKING SPACE(S) PROPOSED BUILDING(S) (45,900 S.F.)= 42 PARKING SPACE(S) (710) GENERAL OFFICE BUILDING EXISTING OFFICE BUILDING(S) (5,000 S.F.)= 12 PARKING SPACE(S) REQUIRED HANDICAP(INCLUDED)= 6 HANDICAP SPACE(S) TOTAL REQUIRED PARKING SPACES =114 PARKING SPACE(S) PROVIDED PARKING EXISTING PARKING SPACE(S)= 63 PARKING SPACE(S) PROPOSED PARKING SPACE(S)=128 PARKING SPACE(S) TOTAL PARKING SPACE(S)= 191 PARKING SPACE(S) HANDICAP SPACES(INCLUDED)= 6 HANDICAP SPACE(S) TRAFFIC STATEMENT UTILITIES PROVIDER OF UTILITIES: WATER: WELL WASTEWATER: SEPTIC IRRIGATION: -- SOLID WASTES: WASTE M ST LUCIE BLVD/COUNTY RD 608 (EAST) SITE N KINGS HWYTAYLOR DAIRY RDW ANGLE RD CANAL NO 1 RD KEEN RDSEMINOLE RD109 PHASE 1 12 9 1111 1010 10 10 10 10 10 10 10 MATCHLINE SEE SHEET 2MAJOR ADJUSTMENT TO MAJOR SITEPLANEXISTING METER PROPOSED MITERED END SECTION PROPOSED SIGN HANDICAP PARKING SYMBOL EXISTING CONCRETE EXISTING PAVEMENT PROPOSED CONCRETE EXISTING UTILITY POLE DRAINAGE INLET EXIST. DRAINAGE INLET EXISTING STREET LIGHT PROPOSED LIGHT POLE (SINGLE) DRAINAGE FLOW ARROW PROPOSED LIGHT POLE (DOUBLE) PARKING STALL COUNT EXISTING METER PROPOSED ASPHALT PAVEMENT PROPOSED MITERED END SECTION PROPOSED SIGN HANDICAP PARKING SYMBOL EXISTING CONCRETE EXISTING PAVEMENT PROPOSED CONCRETE EXISTING UTILITY POLE DRAINAGE INLET EXIST. DRAINAGE INLET EXISTING STREET LIGHT PROPOSED LIGHT POLE (SINGLE) DRAINAGE FLOW ARROW PROPOSED LIGHT POLE (DOUBLE) #PARKING STALL COUNT PROPOSED GRAVEL DRC COMMENTS DATED 6/11/202106/25/20211F.I.R.M. PANEL 12111C0160J LOCATION MAP Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 Southern Truss R7.dwg, SITE PLAN, 7/19/2021 3:22:17 PM, James, EDC, Inc. © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X XX X X XXXXXXXX XX PDS ORDER 2020-042 LESS & EXCEPT O.R.B 4455, P.G 1954 4' BARB WIRE FENCE4' BARB WIRE FENCEGRASS AREA TOP OF BANKN89°50'59"W 432.93' 36.00' 8.00' 20.00' WHEELS LEASING LLC PARCEL ID: 1336-211-0000-000-3 O.R.B. 4265, PAGE 2316 (VACANT) LAND USE: TVC ZONING: IL DITCH 4' BARBED WIRE FENCE CORNER 10.7' S 4' BARBED WIRE FENCE CORNER 10' S 4' BARBED WIRE FENCE CORNER 44.2' N 4' BARBED WIRE FENCE CORNER 53.9' N GATE CANAL R/WT.O.B.FND 4X4 CM NO I.D. 0.12' N, 2.32' E SET 5/8" IR/C L.B. 4286 FND 5/8" IR/C L.B. 4286 GATE POSTGATE POST DITCH DITCH 4' BARBED WIRE FENCE 41.2' N 4' BARBED WIRE FENCE 6.6' S 4' BARBED WIRE FENCE CORNER 14.4' S, 26.3' E T.O.B. T.O.B. 50' NONEXCLUSIVE INGRESS, EGRESS, DRAINAGE AND IRRIGATION, AND ELECTRICAL SERVICE LINE EASEMENT PER O.R.B. 376, PAGE 1416 (TO BENEFIT PARCEL ADJOINING ON THE WEST) APPROXIMATE SHORELINE NORTH LINE OF THE SE 1/4 OF THE NW 1/4 OF SECTION 36, TOWNSHIP 34 S, RANGE 39 E HELSETH HOLDINGS LLC PARCEL ID: 1336-212-0000-000-6 O.R.B. 1059, PAGE 2788 (VACANT) LAND USE: TVC ZONING: AG-1 SET 5/8" IR/C L.B. 4286 DITCH 4' BARBED WIRE FENCE COR. 12.5' S SET 5/8" IR/C L.B. 4286 4' BARBED WIRE FENCE4' BARBED WIRE FENCE INTERIOR FENCING NOT LOCATED AS PART OF THIS SURVEY PROPOSED RETENTION POND 2.74 ACRES (118,164 S.F.)OPEN FIELD PARCEL ID: 1336-240-0000-000-3 (VACANT) LAND USE: TVC ZONING: IL T.O.B. C.E. GRADE BREAK T.O.E. PROPOSED LUMBER STORAGE AREA PROPOSED TURN AROUND AREA PROPOSED LUMBER STORAGE AREA PROPOSED LUMBER STORAGE AREA PHASE LINE PROPOSED GRAVEL AREA 7.59 ACRES (330,440 S.F.) THIS AREA IS NOT INCLUDED BENCH MARK #1 SET IRON ROD & CAP N:1144274.72 E:853629.65 ELEV=18.08' (NAVD 88) SET IRON ROD & CAP LB 8098 BENCH MARK #2 SET IRON ROD & CAP N:1143837.45 E:853627.35 ELEV=17.14' (NAVD 88) SET IRON ROD & CAP LB 8098 SET IRON ROD & CAP LB 8098 SET IRON ROD & CAP LB 8098 SET IRON ROD & CAP LB 8098S00°09'53"W177.21'N90°00'00"W 118.96'S32°51'47"W744.87'N00°20'58"E250.00'N3 9 ° 0 9 ' 4 9 "W 9 6 . 1 7 'N00°09'53"E1.62'N39°09'49"W 0.40' N00°20'58"E 78.84' N00°09'53"E 96.44' N89°50'59"W 724.68'S00°24'22"W452.51'10.00' 100.00' 10.00' 100.00' 10.00' 100.00' 10.00' 90.00' PROPOSED 10' LANDSCAPE BUFFER PROPOSED 10' LANDSCAPE BUFFER R5.00'R5.00'R5.00'R5.00'PROPOSED CONTROL STRUCTURE PROPOSED OUTFALL PIPE 8 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 ENGINEERS SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY UNIT 201 PORT ST. LUCIE, FL 34987 ' 772-462-2455 COPYRIGHT: 2020 BY EDC-INC: THIS FIRM EXPRESSLY RESERVES THEIR EXCLUSIVE COMMON LAW COPYRIGHT AND INTELLECTUAL PROPERTY RIGHTS TO THESE DRAWINGS WHICH MAY NOT BE DISPERSED, REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT THE WRITTEN CONSENT OF THIS FIRM.THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADOPTION BY EDC, INC. SHALL BE WITHOUT LIABILITY TO EDC, INC.20-381 2 OF 5SOUTHERN TRUSSST. LUCIE COUNTYFLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH21APRIL202120-381 southern truss r7.dwgFILENAMEAS SHOWNSCALEDATEAS SHOWNLAYOUTDATE10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 ' 772-462-2455 F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 ENGINEERS SURVEYORS ENVIRONMENTAL #F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 ENGINEERS SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 ' 772-462-2455 VICINITY MAP SCALE: N.T.S. ST. LUCIE W BLVD NOTE: 1. EXISTING BUILDING F.F.E. AND SANITARY INVERTS REFERENCED FROM MASTELLER, MOLER & TAYLOR, INC. DATED REV. 08/02/2018 CONVERTED FROM NGVD TO NAVD. (DATE) ST LUCIE BLVD/COUNTY RD 608 (EAST) SITE N KINGS HWYTAYLOR DAIRY RDW ANGLE RD CANAL NO 1 RD KEEN RDSEMINOLE RDPHASE 1 MATCHLINE SEE SHEET 1MATCHLINE SEE SHEET 3 MAJOR ADJUSTMENT TO MAJOR SITEPLANEXISTING METER PROPOSED MITERED END SECTION PROPOSED SIGN HANDICAP PARKING SYMBOL EXISTING CONCRETE EXISTING PAVEMENT PROPOSED CONCRETE EXISTING UTILITY POLE DRAINAGE INLET EXIST. DRAINAGE INLET EXISTING STREET LIGHT PROPOSED LIGHT POLE (SINGLE) DRAINAGE FLOW ARROW PROPOSED LIGHT POLE (DOUBLE) PARKING STALL COUNT EXISTING METER PROPOSED ASPHALT PAVEMENT PROPOSED MITERED END SECTION PROPOSED SIGN HANDICAP PARKING SYMBOL EXISTING CONCRETE EXISTING PAVEMENT PROPOSED CONCRETE EXISTING UTILITY POLE DRAINAGE INLET EXIST. DRAINAGE INLET EXISTING STREET LIGHT PROPOSED LIGHT POLE (SINGLE) DRAINAGE FLOW ARROW PROPOSED LIGHT POLE (DOUBLE) #PARKING STALL COUNT PROPOSED GRAVEL 10 10 10 10 DRC COMMENTS DATED 6/11/202106/25/20211Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 Southern Truss R7.dwg, SITE PLAN (2), 7/19/2021 3:22:24 PM, James, EDC, Inc. XXXXX40' 40'32'32'ADJACENT PARCELPNC:1336-231-0002-000-9ONWER:PHILIP C GATES JR PDS ORDER 2020-042LESS & EXCEPTO.R.B 4455, P.G 1954 EDGE OFPAVEMENT PAVEMENT AREA PONDPARKING AREAGRASSAREA 1 STORYBUILDINGCOVERED STORAGE PUMPHOUSE 24" METALCULVERTGRASS AREASPECIAL WARRANTY DEEDO.R.B 1989. P.G 5444' BARB WIRE FENCE 4' BARB WI RE F E N C E 4' BARB WIR E FE N C E 4' BARB WIRE FENCE 4' BARB WIRE FENCEDITCH GRASS AREA GRASS AREA GRASSAREA TOP OF BANKTOP OF BANK TOP OF BANKTOP OF BANKDIRT RAMP 220'74' 120' PAVERSPATH ELEC.PANEL PLASTICLID 50'50'16'16'147'147'20'20'105'ADJACENT PARCELPNC:1336-232-0000-000-8ONWER:FRANK MEROLASOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST.EAST LINE OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST.WEST LINE OF THE NORTHWEST 1/4 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST.(BEARING BASIS) SET IRON ROD & CAP LB 8098 ANGLE ROAD KINGS HWYI-9 5 ST. LUCIE BLVD TAYLOR DAIRY RDKEEN RDIMMOKOLEE RD KINGS HWYTREASURE COAST INTERNATIONAL AIRPORT & BUSINESS PARK AVE QSEMINOLE RDJUANITA AVE 53RD STJOHNSTON RDX X X X X N03°22'34"E 453.22'EXISTING 6' CHAIN LINK FENCE 20-381 1 OF 1SOUTHERNTRUSSCOMPANIES ST. LUCIE COUNTYFLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYDRFDRFAPRIL 2021traffic maps.dwgFILENAMEAS SHOWNSCALEDATERH 24X36LAYOUTDATE(DATE) 10250 SW VILLAGE PARKWAY - SUITE 201 PORT SAINT LUCIE, FL 34987 ' 772-462-2455 8 www.edc-inc.com F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 ENGINEERS SURVEYORS ENVIRONMENTAL 10250 VILLAGE PARKWAY SUITE 201 PORT ST. LUCIE, FL 34987 ' 772-462-2455 #TRIP DISTRIBUTION30% 13 11(2) 60% 26 21(5) 10% 4 3(1) 15% 7 5(2) 40% 17 14(3) 40% 17 14(3) 5% 2 2(0) 2% 1 1(0) 2% 1 1(0) 11% 5 4(1) 14 3 5 21 Roadway Name Location AADT Volume LOS V/C PM Pk Hr Pk Dir Pk Hr Service Capacity AM Pk Hr Pk Dir V/C LOS Volume STATION ID Last Count Year Traffic Counts and Level of Service Report Fall/Winter 2019/2020 4,033 ORANGE AVE to AVENUE D17TH ST 750 236 608 C 0.638 225 C 0.608 2016 4,033 AVENUE D to AVENUE Q17TH ST 750 236 608 C 0.638 225 C 0.608 2016 19,000 MIDWAY RD to BELL AVE25TH ST 2,100 1,362 940016 C 0.678 1,270 C 0.632 2019 19,040 BELL AVE to EDWARDS RD25TH ST 2,100 1,056 159 C 0.525 1,053 C 0.524 2019 21,500 EDWARDS RD to CORTEZ BLVD25TH ST 2,000 1,370 940021 C 0.717 1,366 C 0.715 2019 21,000 CORTEZ BLVD to VIRGINIA AVE25TH ST 2,000 1,182 529 C 0.619 1,261 C 0.660 2020 23,000 VIRIGINIA AVE to NEBRASKA AVE25TH ST 2,000 1,319 940015 C 0.691 1,182 C 0.619 2019 23,000 NEBRASKA AVE to OKEECHOBEE RD25TH ST 2,000 1,319 940015 C 0.691 1,182 C 0.619 2019 23,000 OKEECHOBEE RD to GEORGIA AVE25TH ST 1,630 1,196 609 D 0.734 1,159 D 0.711 2020 23,000 GEORGIA AVE to DELAWARE AVE25TH ST 1,630 1,196 609 D 0.734 1,159 D 0.711 2020 22,000 DELAWARE AVE to ORANGE AVE25TH ST 1,630 1,145 940014 D 0.702 1,139 D 0.699 2019 19,000 ORANGE AVE to AVENUE D25TH ST 1,630 877 610 D 0.538 904 D 0.555 2020 19,700 AVENUE D to AVENUE Q25TH ST 1,630 1,037 940050 D 0.636 1,008 D 0.618 2019 18,000 AVENUE Q to JUANITA AVE25TH ST 2,000 1,017 945152 C 0.532 932 C 0.488 2019 14,647 JUANITA AVE to ST LUCIE BLVD25TH ST 2,100 794 940791 C 0.395 745 C 0.371 2013 9,800 ST LUCIE BLVD to US 125TH ST 2,100 563 945165 C 0.280 628 C 0.312 2019 7,000 OKEECHOBEE RD to DELAWARE AVE33RD ST 750 419 611 D 0.559 368 C 0.995 2020 6,200 DELAWARE AVE to ORANGE AVE33RD ST 790 286 948507 C 0.773 286 C 0.773 2019 6,300 KIRBY LOOP RD to CORTEZ BLVD35TH ST 540 497 612 D 0.920 406 D 0.752 2020 6,300 CORTEZ BLVD to VIRGINIA AVE35TH ST 790 497 612 D 0.629 406 D 0.514 2020 4,600 VIRGINIA AVE to OKEECHOBEE RD35TH ST 750 279 613 C 0.754 280 C 0.757 2016 2,767 ANGLE RD to JUANITA AVE53RD ST 540 148 614 C 0.548 163 C 0.604 2016 1,033 7TH ST to US 1AE BACKUS AVE 750 70 632 C 0.189 81 C 0.219 2017 15,500 PORT ST LUCIE BLVD to THORNHILL DRAIROSO BLVD 2,100 1,011 303 C 0.503 851 C 0.423 2019 15,500 THORNHILL DR to CROSSTOWN PKWYAIROSO BLVD 2,100 1,011 303 C 0.503 851 C 0.423 2019 2 * Volumes shown were adjusted using FDOT Seasonal Factors * AADT = Annual Average Daily Traffic (volumes for both directions where applicable) * Counts with an ID format of 6 digits have data extracted from FDOT count stations. * Note: A six digit number in the "STATION ID" column identifies segment counted by FDOT Roadway Name Location AADT Volume LOS V/C PM Pk Hr Pk Dir Pk Hr Service Capacity AM Pk Hr Pk Dir V/C LOS Volume STATION ID Last Count Year Traffic Counts and Level of Service Report Fall/Winter 2019/2020 15,827 CROSSTOWN PKWY to PRIMA VISTA BLVDAIROSO BLVD 2,100 789 243 C 0.393 807 C 0.401 2017 14,344 PRIMA VISTA BLVD to FLORESTA DRAIROSO BLVD 2,000 751 101 C 0.393 760 C 0.398 2017 21,000 FLORESTA DR to ST JAMES DRAIROSO BLVD 2,100 1,114 301 C 0.554 1,130 C 0.562 2019 10,000 ORANGE AVE to AVENUE DANGLE RD 790 513 100 D 0.649 490 D 0.620 2020 10,000 AVENUE D to AVENUE QANGLE RD 540 513 100 D 0.950 490 D 0.907 2020 8,600 AVENUE Q to 53RD STANGLE RD 600 508 615 D 0.847 521 D 0.868 2020 6,000 53RD ST to KEEN RDANGLE RD 630 319 616 C 0.532 357 C 0.595 2020 6,000 KEEN RD to KINGS HWYANGLE RD 880 319 616 C 0.384 357 C 0.430 2020 3,267 KINGS HWY to JOHNSTON RDANGLE RD 1,070 201 617 B 0.529 195 B 0.513 2016 2,400 JOHNSTON RD to FLORIDA'S TURNPIKEANGLE RD 1,070 125 948505 B 0.298 125 B 0.298 2019 1,000 7TH ST to US 1AVENUE A 790 115 945034 C 0.295 115 C 0.295 2019 2,300 US 1 to INDIAN RIVER DRAVENUE A 600 154 945033 C 0.513 142 C 0.473 2019 3,683 ANGLE RD to 29TH STAVENUE D 600 209 164 C 0.697 205 C 0.683 2016 3,683 29TH ST to 25TH STAVENUE D 790 209 164 C 0.536 205 C 0.526 2016 4,289 25TH ST to 17TH STAVENUE D 750 241 163 C 0.651 227 C 0.614 2016 3,711 17TH ST to 13TH STAVENUE D 750 171 162 C 0.462 185 C 0.500 2016 2,118 13TH ST to 10TH STAVENUE D 750 100 161 C 0.270 112 C 0.303 2016 2,383 10TH ST to 7TH STAVENUE D 750 119 160 C 0.322 129 C 0.349 2016 2,383 7TH ST to US 1AVENUE D 750 119 160 C 0.322 129 C 0.349 2016 2,533 25TH ST to 17TH STAVENUE I 750 218 620 C 0.589 171 C 0.462 2016 2,533 17TH ST to 13TH STAVENUE I 750 218 620 C 0.589 171 C 0.462 2016 1,583 13TH ST to 7TH STAVENUE H 540 92 618 C 0.341 99 C 0.367 2017 1,233 7TH ST to US 1AVENUE H 750 67 619 C 0.181 66 C 0.178 2017 5,700 ANGLE RD to 25TH STAVENUE Q 750 301 700 C 0.814 289 C 0.781 2020 3,937 25TH ST to 17TH STAVENUE Q 750 281 701 C 0.759 314 C 0.849 2016 3 * Volumes shown were adjusted using FDOT Seasonal Factors * AADT = Annual Average Daily Traffic (volumes for both directions where applicable) * Counts with an ID format of 6 digits have data extracted from FDOT count stations. * Note: A six digit number in the "STATION ID" column identifies segment counted by FDOT Roadway Name Location AADT Volume LOS V/C PM Pk Hr Pk Dir Pk Hr Service Capacity AM Pk Hr Pk Dir V/C LOS Volume STATION ID Last Count Year Traffic Counts and Level of Service Report Fall/Winter 2019/2020 9,600 RUSSOS RD to INDIAN RIVER C.L.JOHNSTON RD 1,070 544 135 C 0.716 545 C 0.717 2020 2,432 53RD ST to 25TH STJUANITA AVE 750 157 122 C 0.424 143 C 0.386 2017 3,321 25TH ST to US 1JUANITA AVE 750 185 120 C 0.500 182 C 0.492 2017 2,885 ANGLE RD to JUANITA AVEKEEN RD 630 174 129 C 0.290 203 C 0.338 2019 2,885 JUANITA AVE to ST LUCIE BLVDKEEN RD 630 174 129 C 0.290 203 C 0.338 2019 7,600 OKEECHOBEE RD to CROSSROADS PKWYKINGS HWY 830 333 940757 C 0.401 341 C 0.411 2019 7,600 CROSSROADS PKWY to GRAHAM RDKINGS HWY 660 333 940757 C 0.505 341 C 0.517 2019 7,000 GRAHAM RD to PICOS RDKINGS HWY 660 345 940076 C 0.523 331 C 0.502 2019 7,000 PICOS RD to ORANGE AVEKINGS HWY 830 345 940076 C 0.416 331 C 0.399 2019 13,900 ORANGE AVE to ANGLE RDKINGS HWY 870 732 940077 C 0.841 737 C 0.847 2019 13,100 ANGLE RD to ST LUCIE BLVDKINGS HWY 830 721 940751 C 0.869 725 C 0.873 2019 14,900 ST LUCIE BLVD to INDRIO RDKINGS HWY 830 924 940006 F 1.050 868 D 0.986 2019 3,402 OLEANDER AVE to US 1KITTERMAN RD 750 224 124 C 0.605 203 C 0.549 2018 2,250 US 1 to LENNARD EXTKITTERMAN RD 750 128 678 C 0.346 130 C 0.351 2017 4,479 EDWARDS RD to 35TH STKIRBY LOOP RD 630 296 677 C 0.493 362 C 0.603 2016 18,500 US 1 to MARIPOSA AVELENNARD RD 1,710 953 325 D 0.557 984 D 0.575 2019 18,500 MARIPOSA AVE to MELALEUCA BLVDLENNARD RD 1,710 953 325 D 0.557 984 D 0.575 2019 18,500 MELALEUCA BLVD to JENNINGS RDLENNARD RD 1,630 953 325 D 0.585 984 D 0.604 2019 18,500 JENNINGS RD to HILLMOOR DRLENNARD RD 1,710 953 325 D 0.557 984 D 0.575 2019 18,500 HILLMOOR DR to TIFFANY AVELENNARD RD 1,710 953 325 D 0.557 984 D 0.575 2019 5,765 TIFFANY AVE to WALTON RDLENNARD RD 1,710 301 323 C 0.391 305 C 0.396 2016 4,455 WALTON RD to S OF SAVANNA CLUB BLVDLENNARD RD 790 390 679 C 10 381 C 0.977 2016 9,400 VETERANS MEMORIAL PKWY to MORNINGSIDE BLVDLYNGATE DR 920 588 306 C 0.676 626 C 0.720 2020 9,400 MORNINGSIDE BLVD to US 1LYNGATE DR 920 588 306 C 0.676 626 C 0.720 2020 6,400 LENNARD RD to HALLAHAN STMARIPOSA AVE 880 485 166 C 0.584 686 C 0.827 2019 10 * Volumes shown were adjusted using FDOT Seasonal Factors * AADT = Annual Average Daily Traffic (volumes for both directions where applicable) * Counts with an ID format of 6 digits have data extracted from FDOT count stations. * Note: A six digit number in the "STATION ID" column identifies segment counted by FDOT Roadway Name Location AADT Volume LOS V/C PM Pk Hr Pk Dir Pk Hr Service Capacity AM Pk Hr Pk Dir V/C LOS Volume STATION ID Last Count Year Traffic Counts and Level of Service Report Fall/Winter 2019/2020 1,079 OKEECHOBEE RD to ORANGE AVESNEED RD 670 68 151 B 0.309 83 B 0.377 2019 16,000 BECKER RD to FLORESTA DRSOUTHBEND BLVD 790 931 337 F 1.108 971 F 1.156 2019 10,600 US 1 to OLD DIXIE HWYSR A1A NORTH 920 715 940709 C 0.822 716 C 0.823 2019 10,500 OLD DIXIE HWY to N HWY A1ASR A1A NORTH 2,000 558 706 C 0.641 621 C 0.714 2020 8,100 SHOREWINDS DR to INDIAN RIVER C.L.SR A1A NORTH 920 435 940114 C 0.500 478 C 0.549 2019 4,400 NETTLES ISLAND to FPL PLANTSR A1A SOUTH 920 269 940719 C 0.309 241 C 0.277 2019 3,500 FPL PLANT to BLUE HERON BLVDSR A1A SOUTH 700 418 940116 C 0.633 336 C 0.509 2019 8,300 BLUE HERON BLVD to SEAWAY DRSR A1A SOUTH 600 448 945016 D 0.747 536 D 0.893 2019 15,900 OCEAN DR to BINNEY DRSR A1A SOUTH 600 791 940115 F 1.236 827 F 1.292 2019 15,900 BINNEY DR to S CAUSEWAY PARKSR A1A SOUTH 790 791 940115 E 0.942 827 E 0.985 2019 11,900 S CAUSEWAY PARK to INDIAN RIVER DRSR A1A SOUTH 1,550 655 940711 C 0.949 592 C 0.858 2019 11,900 INDIAN RIVER DR to US 1SR A1A SOUTH 1,710 655 940711 C 0.851 592 C 0.769 2019 16,500 AIROSO BLVD to ST JAMES BLVDST JAMES DR 2,100 1,129 172 C 0.562 1,088 C 0.541 2020 19,000 ST JAMES BLVD to PEACHTREE BLVDST JAMES DR 2,100 1,345 239 C 0.669 1,301 C 0.647 2020 16,500 PEACHTREE BLVD to TELFORD AVEST JAMES DR 1,800 1,129 172 C 0.656 1,088 C 0.633 2020 19,500 TELFORD AVE to MIDWAY RDST JAMES DR 2,100 1,188 345 C 0.591 1,173 C 0.584 2020 4,750 SELVITZ RD to ST JAMES DRST JAMES BLVD 790 279 707 C 0.715 275 C 0.705 2017 5,710 KINGS HWY to KEEN RDST LUCIE BLVD 880 310 156 C 0.373 407 C 0.490 2019 5,710 KEEN RD to 25TH STST LUCIE BLVD 880 310 156 C 0.373 407 C 0.490 2019 5,600 25TH ST to SENECA AVEST LUCIE BLVD 750 287 940270 C 0.776 291 C 0.786 2019 5,600 SENECA AVE to US 1ST LUCIE BLVD 790 287 940270 C 0.736 291 C 0.746 2019 13,500 COMMERCE CENTER DR to W OF I-95ST LUCIE WEST BLVD 700 662 152 D 0.946 683 D 0.976 2019 36,000 I-95 to CALIFORNIA BLVDST LUCIE WEST BLVD 2,100 1,722 318 C 0.857 1,670 C 0.831 2019 36,000 CALIFORNIA BLVD to COUNTRY CLUB DRST LUCIE WEST BLVD 2,100 1,722 318 C 0.857 1,670 C 0.831 2019 36,000 COUNTRY CLUB DR to CASHMERE BLVDST LUCIE WEST BLVD 2,100 1,722 318 C 0.857 1,670 C 0.831 2019 16 * Volumes shown were adjusted using FDOT Seasonal Factors * AADT = Annual Average Daily Traffic (volumes for both directions where applicable) * Counts with an ID format of 6 digits have data extracted from FDOT count stations. * Note: A six digit number in the "STATION ID" column identifies segment counted by FDOT QUALITY/LEVEL OF SERVICE HANDBOOK 73 INTERRUPTED FLOW FACILITIES UNINTERRUPTED FLOW FACILITIES STATE SIGNALIZED ARTERIALS FREEWAYS Class I (40 mph or higher posted speed limit) Core Urbanized Lanes Median B C D E Lanes B C D E 2 Undivided * 1,510 1,600 ** 4 4,050 5,640 6,800 7,420 4 Divided * 3,420 3,580 ** 6 5,960 8,310 10,220 11,150 6 Divided * 5,250 5,390 ** 8 7,840 10,960 13,620 14,850 8 Divided * 7,090 7,210 ** 10 9,800 13,510 17,040 18,580 Class II (35 mph or slower posted speed limit) 12 11,600 16,350 20,930 23,200 Lanes Median B C D E Urbanized 2 Undivided * 660 1,330 1,410 Lanes B C D E 4 Divided * 1,310 2,920 3,040 4 4,130 5,640 7,070 7,690 6 Divided * 2,090 4,500 4,590 6 6,200 8,450 10,510 11,530 8 Divided * 2,880 6,060 6,130 8 8,270 11,270 13,960 15,380 10 10,350 14,110 17,310 19,220 Non-State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Non-State Signalized Roadways - 10% Freeway Adjustments Auxiliary Lanes Ramp Present in Both Directions Metering + 1,800 + 5% Median & Turn Lane Adjustments UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E 2 Undivided 1,050 1,620 2,180 2,930 4 Divided 3,270 4,730 5,960 6,780 6 Divided 4,910 7,090 8,950 10,180 Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors 2 Divided Yes +5% Multi Undivided Yes -5% Multi Undivided No -25% Exclusive Exclusive Adjustment Lanes Median Left Lanes Right Lanes Factors 2 Divided Yes No +5% 2 Undivided No No -20% Multi Undivided Yes No -5% Multi Undivided No No -25% – – – Yes + 5% One-Way Facility Adjustment Multiply the corresponding two-directional volumes in this table by 0.6 BICYCLE MODE2 1Values shown are presented as peak hour directional volumes for levels of service and are for the automobile/truck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the HCM and the Transit Capacity and Quality of Service Manual. 2 Level of service for the bicycle and pedestrian modes in this table is based on number of vehicles, not number of bicyclists or pedestrians using the facility. 3 Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow. * Cannot be achieved using table input value defaults. ** Not applicable for that level of service letter grade. For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults. Source: Florida Department of Transportation Systems Implementation Office https://www.fdot.gov/planning/systems/ (Multiply vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage B C D E 0-49% * 260 680 1,770 50-84% 190 600 1,770 >1,770 85-100% 830 1,700 >1,770 ** PEDESTRIAN MODE2 (Multiply vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage B C D E 0-49% * * 250 850 50-84% * 150 780 1,420 85-100% 340 960 1,560 >1,770 BUS MODE (Scheduled Fixed Route)3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84% > 5 ≥ 4 ≥ 3 ≥ 2 85-100% > 4 ≥ 3 ≥ 2 ≥ 1 TABLE 4 January 2020 Generalized Peak Hour Two-Way Volumes for Florida’s Urbanized Areas1 Florida Department of Transportation RON DESANTIS GOVERNOR 3400 West Commercial Boulevard Fort Lauderdale, FL 33309 July 26, 2021 KEVIN J. THIBAULT SECRETARY Sincerely, Dalila Fernandez, P.E. cc: Jonathan Overton, P.E., Nesa Y. Harden District Access Management Manager File: S:\Transportation Operations\Traffic Operations\Access Management\1. Pre-Apps and Variance\2021-07 -15\4. 94003000 MP 4.7 SR 713_Southern Truss\94003 MP 4.7 SR 713_Southern Truss.docx www.dot.state.fl.us Page 1 of 1 THIS PRE-APPLICATION LETTER IS VALID UNTIL – July 26, 2022 THIS LETTER IS NOT A PERMIT APPROVAL Brad Currie Engineering Design & Construction, Inc. 10250 SW Village Pkwy, Suite 201 Port St. Lucie, FL 34987 Dear Brad Currie: RE: Pre-application Review for Category N/A Driveway, Pre-application Meeting Date: July 15, 2021 St. Lucie County - St. Lucie County; SR 713; Sec. # 94003000; MP: 4.70; Access Class - 3; Posted Speed - 50; SIS - No; Ref. Project: Request: Maintain existing full access driveway on the east side of SR 713, adjacent to the northern property line. SITE SPECIFIC INFORMATION Project Name & Address: Southern Truss – 2590 S. Kings Highway Applicant/Property Owner: Wheels Leasing, LLC; Parcel Size: 40.859 Acres Development Size: Existing: 70,060 SF Office - Manufacturing/Warehouse. Proposed Expansion: 45,900 SF Manufacturing/Warehouse and Outdoor Storage. WE APPROVE YOUR REQUEST This decision is based on your presentation of the facts, site plan and survey - please see the conditions and comments below. You may choose to review this concept further with the District Access Management Review Committee (AMRC). Conditions: - A minimum driveway length of 25 feet, as measured from the ultimate right-of-way line to the first conflict point shall be provided. Comments: • Not a significant change – trip generation comparison on file. • FDOT Access Permit not required. • All driveways not approved in this letter must be fully removed and the area restored. • A Drainage Permit is required for any stormwater impacts within FDOT right-of-way (i.e. increased runoff or reduction of existing storage). • The applicant shall donate property to the Department if right-of-way dedication is required to implement the improvements . • Dimensions between driveways are measured from the near edge of pavement to near edge of pavement and for median openings are measured from centerline to centerline unless otherwis e indicated. The purpose of this Pre-Application letter is to document the conceptual review of the approximate location of driveway(s) to the State Highway System and to note required improvements, if any. This letter shall be submitted with any further reviews and for permitting. The Department’s personnel shall review permit plans for compliance with this letter as well as current Department standards and/or specifications. Final design must consider the existing roadway profile and any impacts to the e xisting drainage system. Note, this letter does not guarantee permit approval. The permit may be denied based on the review of the submitted engineering plans. Be aware that any approved median openings may be modified (or closed) in the future, at the sole discretion of the Department. For right-of-way dedication requirements go to: https://osp.fdot.gov; click on Statewide Permit News; Scroll down to District 4; Scroll down to Additional Information and Examples and choose Right-of-way Donations/Dedications. Please contact the Access Management Manager - Tel. # 954-777-4363 or e-mail: D4AccessManagement@dot.state.fl.us with any questions regarding the Pre-Approval Letter and Permits Office - Tel. # 954-777-4383 with any questions regarding permits.