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HomeMy WebLinkAbout2021-5-11 Site Plan (3)© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS X X X XXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX40' 40'32'32'ADJACENT PARCEL PNC:1336-231-0002-000-9 ONWER:PHILIP C GATES JR PDS ORDER 2020-042 LESS & EXCEPT O.R.B 4455, P.G 1954 EDGE OF PAVEMENT PAVEMENT AREA PONDPARKING AREAGRASS AREA 1 STORYBUILDINGCOVERED STORAGE PUMP HOUSE 24" METAL CULVERTGRASS AREASPECIAL WARRANTY DEEDO.R.B 1989. P.G 5444' BARB WIRE FENCE4' BARB WIRE FENCE 4' BARB WIRE FENCE 4' BARB WIRE FENCEDITCH GRASS AREA GRASS AREA 6' CHAIN LINK FENCE TOP OF BANK TOP OF BANK TOP OF BANKTOP OF BANKDIRT RAMP 74' 120' PAVERS PATH ELEC. PANEL PLASTIC LID 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.N89°50'54"W 1220.32'N00°24'22"E 779.63'S00°20'58"W 732.45'N89°50'59"W 1130.59'S00°24'22"W 452.51'S89°50'59"E 1107.11'N03°22'34"E 453.22'(BEARING BASIS) N89°50'59"W 432.93' 18.00' 72.79' 137.08' 50.05' 203.26' 36.00' 8.00' 20.00' EXISTING 1-STORY MANUFACTURING BUILDING A 2590 KINGS HIGHWAY FT. PIERCE, FLORIDA 63,780 S.F. EXISTING OFFICE BUILDING B 5,000 S.F. EXISTING 32'X40' COVERED STORAGE 1,280 S.F. 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) FOUND 5/8" IRON ROD & CAP ID LB4286 S:0.58', W:0.28' FOUND 5/8" IRON ROD & CAP ID LB4286 S:0.62', W:0.01' GATE POST 15.0' S GATE POST 14.5' S DIRT ROAD T.O.B.APPROXIMATE SHORELINE POWER POLE GUY ANCHOR APPROXIMATE SHORELINE BARBED WIRE FENCE DIRT ROAD DIRT ROADT.O.B.T.O.B.BARBED WIRE FENCE DITCHF.P.F.W.C.D. CANAL NO. 1 WEST LINE OF THE SE 1/4 OF THE NW 1/4 OF SECTION 36, TOWNSHIP 34 S, RANGE 39 E NORTH LINE OF THE SE 1/4 OF THE NW 1/4 OF SECTION 36, TOWNSHIP 34 S, RANGE 39 E EXISTING OAK HAMMOCK AREA DITCH FUTURE DEVELOPMENT PARCEL ID: 1336-240-0000-000-3 (VACANT) LAND USE: TVC ZONING: AG-1 OPEN FIELD (VACANT) HELSETH HOLDINGS LLC PARCEL ID: 1336-212-0000-000-6 O.R.B. 1059, PAGE 2788 (VACANT) LAND USE: TVC ZONING: AG-1 GATE SET 5/8" IR/C L.B. 4286 DITCH F.P.F.W.C.D. CANAL NO. 34' BARBED WIRE FENCE COR. 12.5' S SET 5/8" IR/C L.B. 4286 ABANDONED WELL BARBED WIRE FENCE CORNER 30.1' N, 23.4' E 4" VALVE AND PVC PIPE O.H.U.4' BARBED WIRE FENCE4' BARBED WIRE FENCE TO W 1/4 CORNER OF SECTION 36 DITCHINTERIOR FENCING NOT LOCATED AS PART OF THIS SURVEY OPEN FIELD PARCEL ID: 1336-231-0002-000-9 O.R.B. 3235, PAGE 2902 (VACANT) LAND USE: TVC ZONING: AG-1 COUNT SIMU PROPERTIES PARCEL ID: 1336-221-0000-000-4 LAND USE: TVC ZONING: AG-1 COUNT 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 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. 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 PROPOSED TURN AROUND AREA PROPOSED LUMBER STORAGE AREA PROPOSED LUMBER STORAGE AREA PROPOSED LUMBER STORAGE AREA FUTURE DEVELOPMENT FUTURE ACCESS PHASE LINE PROPERTY LINE PROPOSED SWALE .47 ACRES (20,531 S.F.) 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 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 FENCE EXISTING GAS TANK EXISTING CONC SLAB EXISTING A/C PAD BENCH MARK #2 SET IRON ROD & CAP N:1143837.45 E:853627.35 ELEV=17.14' (NAVD 88) SET IRON ROD & CAP LB 8098SET IRON ROD & CAP LB 8098 SET IRON ROD & CAP LB 8098 SET IRON ROD & CAP LB 8098 PROPOSED MANUFACTURING BUILDING C 33,600 S.F.140'240'140'240'S00°09'53"W177.21'N90°00'00"W 118.96'S32°51'47"W744.87'S00°00'28"W136.78'FOUND 5/8" IRON ROD & CAP NO ID N00°20'58"E250.00'N3 9 ° 0 9 ' 4 9 "W 9 6 . 1 7 ' EXISTING 6' CHAIN LINK FENCE EXISTING 6' CHAIN LINK FENCE EXISTING A/C PAD 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'S00°24'22"W779.63'S89°50'54"E 283.49'N00°08'56"E207.58'N4 1 ° 3 5 ' 2 2 "W 1 1 1 . 9 3 ' EXISTING TREE (TYP) 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' 100.00' 10.00' 100.00' 10.00' 100.00' 10.00' 90.00' PROPOSED 10' LANDSCAPE BUFFER PROPOSED 10' LANDSCAPE BUFFER PROPOSED 10' LANDSCAPE BUFFER PROPOSED LOADING ZONE 12' X 45' PROPOSED 10' LANDSCAPE BUFFER 30.48' 163.98' 396.03' R45.00' PROPOSED TYPE "D" CURB PROPOSED TYPE "D" CURB SECTION A-A PROPOSED DUMPSTER PROPOSED 10' LANDSCAPE BUFFER 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 2 CONCEPT SITEPLANSOUTHERN 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 EXISTING METER PROPOSED 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 EXISTING METER PROPOSED 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 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 TOTAL AREA:1,779,802 S.F. 40.86 AC.100.00% PHASE 1 997,365 S.F. 22.90 AC. 56.05% EXISTING 506,284 S.F. 11.62 AC. 28.44% ADDITION 491,081 S.F. 11.28 AC. 27.61% PHASE 2(FUTURE) 782,437 S.F. 17.96 AC. 43.95% IMPERVIOUS AREA: (PHASE 1) EXISTING BUILDING A 63,780 S.F. 01.46 AC. 06.38% EXISTING BUILDING B 5,000 S.F. 00.11 AC. 00.48% EXISTING PAVEMENT 136,280 S.F. 03.13 AC. 13.67% EX. COVERED STORAGE 1,280 S.F. 00.03 AC. 00.13% PROPOSED GRAVEL 330,440 S.F. 07.59 AC. 33.14% PROPOSED BUILDINGS 33,600 S.F. 00.77 AC. 03.36% PROPOSED PAVEMENT 62,721 S.F. 01.44 AC. 06.29% TOTAL (IMPERVIOUS) 633,101 S.F. 14.53 AC. 63.45% PERVIOUS AREA: RETENTION POND 118,165 S.F. 02.71 AC. 11.93% SHALLOW SWALE 20,531 S.F. 00.47 AC 02.05% OPEN SPACE 224,693 S.F. 05.16 AC. 22.53% TOTAL (PERVIOUS) 363,389 S.F. 08.34 AC. 37.51% MINIMUM REQUIRED OPEN SPACE:10.00% USABLE SPACE (5.00% OF OPEN SPACE) BUILDING DATA EXISTING BUILDING(S)= 68,780 S.F. 1-STORY MANUFACTURING = 63,780 S.F. 1-STORY OFFICE BUILDING = 5,000 S.F. 1-STORY COVERED STORAGE = 1,280 S.F. PROPOSED BUILDING(S)= 33,600 S.F. GROUND COVERAGE OF BUILDINGS = 102,380 S.F. PROPOSED BUILDING HEIGHT:(1 STORIES) XX'-XX"(XXX") MAXIMUM BUILDING HEIGHT:50' MAXIMUM BUILDING COVERAGE:50% TOTAL BUILDING COVERAGE: 10.29% SETBACKS FRONT:25'SIDE: 10'REAR: 20' PARKING CALCULATIONS REQUIRED PARKING (140) MANUFACTURING-PARKING GEN MANUAL, 5TH EDITION EXISTING BUILDING(S) (63,780 S.F.)=59 PARKING SPACE(S) PROPOSED BUILDING(S) (33,600 S.F.)=31 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 =102 PARKING SPACE(S) PROVIDED PARKING EXISTING PARKING SPACE(S)= 64 PARKING SPACE(S) PROPOSED PARKING SPACE(S)=128 PARKING SPACE(S) TOTAL PARKING SPACE(S)=192 PARKING SPACE(S) HANDICAP SPACES(INCLUDED)= 6 HANDICAP SPACE(S) F.I.R.M. PANEL 12111C0160J ST LUCIE BLVD/COUNTY RD 608 (EAST) SITE N KINGS HWYTAYLOR DAIRY RDW ANGLE RD CANAL NO 1 RD KEEN RDSEMINOLE RDEXISTING DIRT 10 10 10 10 10 10 10 109 R.J. KENNEDY, P.E. #56218 10 10 10 9 PHASE 1 PHASE 2 71.92' 121.23' 83.40' 13 9 1111 1010 Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 Southern Truss R7.dwg, SITE PLAN, 5/10/2021 11:47:17 AM, James, EDC, Inc. 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 2 CONCEPT SITEPLANSOUTHERN 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 (DATE)R.J. KENNEDY, P.E. #56218 1. USE 3,000 P.S.I. CONCRETE AT 28 DAYS FOR CONSTRUCTION. NOTES: R=2"R=3/4"6"6" 8"18"TYPE "D" CURB 2. SUBGRADE TO EXTEND AN ADDITIONAL 6" BEYOND TYPE "D" CURB. Base 6" Pav't Subgrade TYPE "D" CURB 3. TYPE "D" CURB TO BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX #300. NOT TO SCALE EXISTING ROADWAY Pav't Subgrade Base Subgrade Base PROPOSED ROADWAY 2' 2' MATERIAL BENCHING DETAIL (FOR ATTACHING TO EXISTING ROADWAY) Pav't TYPICAL PAVEMENT SECTION 8" LIMEROCK OR COQUINA BASE 98% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY, LIMEROCK BEARING RATIO (LBR) OF AT LEAST 100 12" STABILIZED SUBGRADE 98% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY, STABILZED TO A LIMEROCK BEARING RATIO (LBR) OF AT LEAST 40 1-1/2" TYPE SP-9.5 ASPHALT N.T.S. CROSS SECTION A-A SCALE: 1" = 10'-0" 13.00 19.00 16.50 PLPROPERTY LINE 5.00'10.00'15.00'ELEVATION (IN FEET)20.00'-5.00'21.50 25.00'30.00'35.00'EARTHEN BERM (T.O.B.)25.00'30.00'35.00'PROPOSED 10' LANDSCAPE BUFFER PROPOSED 18' PARKING SPACE SIGN HANDICAPPED SPACE DETAIL CONCRETE STOP 12' MIN. 5' MIN. 12' MIN. 18' 2' 16' 60° CONCRETE STOP CENTER LINE OF STALL (TYP.) TYPICAL 18' PARKING STALL N.T.S. WHEEL STOPS (ONLY LOCATE IN HANDICAP SPACES) 19' 2'10'8"4"4"1'-4"PAINTED DOUBLE STRIPES 4"Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 Southern Truss R7.dwg, SITE PLAN (2), 5/10/2021 11:47:21 AM, James, EDC, Inc.