The URL can be used to link to this page

Home My WebLink About2022-2-24 Site Plan© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS R45. 0 0 ' 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' 137.13' 50.44'203.26'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 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 EXISTING RETENTION POND ±63,907 S.F. (1.47 AC.) (OUTLINE FROM APPROX SHORELINE) (TO BE FILLED) PROPOSED PARKING AREA EXISTING LUMBER STORAGE AREA PROPOSED LUMBER STORAGE AREA EXISTING CATCH BASIN (TYP)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 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 32.05'50.18'101.33' 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' 39.24' 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 33,600 S.F. R 4 5 . 0 0 ' 26.00' 131.17' EXISTING HYDRANT PROPOSED BIKE RACK (6) SPACES 138.51' 126.97' PROPOSED 5' CONCRETE SIDEWALK 25.00' PROPOSED 25' CONFLICT POINT 262.15'147.30'624.02' 238.40' ADJACENT PARCEL PNC:1336-232-0001-000-5 ONWER:ST LUCIE COUNTY PROPOSED SEPTIC PUMP STATION 39.58' PROPOSED LUMBER STORAGE AREA 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 BYJJLJRH20-381 msp 20220210.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 (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% 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)= 33,600 S.F. GROUND COVERAGE OF BUILDINGS = 103,630 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) (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 =103 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 R.J. KENNEDY, P.E. #56218 PHASE 1 12 9 1111 1010 10 10 10 10 10 10 10 MATCHLINE SEE SHEET 2MAJOR ADJUSTMENT TO MINOR 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 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 CONCRETE LIGHT POLE PROPOSED LIGHT POLE (SINGLE) DRAINAGE FLOW ARROW PROPOSED LIGHT POLE (DOUBLE) # PROPOSED GRAVEL EXISTING LIGHT POLE DRC COMMENTS DATED 6/11/202106/25/20211F.I.R.M. PANEL 12111C0160J LOCATION MAP COMMENTS FROM TAHIR CURRY ADDRESSED06/25/20212NOTE: 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. 2.THE AREA IN THE PREVIOUS RIGHT-OF-WAY DEDICATION ALONG KINGS HIGHWAY SHOULD BE RESTORED AND ALL PARKING SHALL BE WITHIN THE SITE'S PROPERTY LIMITS 3.FUTURE CONNECTION TO WATER AND SEWER WILL BE MADE CONNECTED TO FPUA SERVICES WHEN MADE AVAILABLE COMMENTS FROM DRC REPORT ADDRESSED01/24/2022324JANUARY2022Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 MSP 20220210.dwg, SITE PLAN, 2/10/2022 11:36:44 AM, James, EDC, Inc., EDC, Inc. © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS R45.00'XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXX X XXXXXXXX X X XXXXXXX X X XX XPDS 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 3.31 ACRES (144,072 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' 100.00' 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 4SOUTHERN TRUSSST. LUCIE COUNTYFLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH20-381 msp 20220210.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 RDR.J. KENNEDY, P.E. #56218 PHASE 1 MATCHLINE SEE SHEET 1MATCHLINE SEE SHEET 3 MAJOR ADJUSTMENT TO MINOR 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 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 CONCRETE LIGHT POLE PROPOSED LIGHT POLE (SINGLE) DRAINAGE FLOW ARROW PROPOSED LIGHT POLE (DOUBLE) # PROPOSED GRAVEL EXISTING LIGHT POLE 10 10 10 10 DRC COMMENTS DATED 6/11/202106/25/2021124JANUARY2022Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 MSP 20220210.dwg, SITE PLAN (2), 2/10/2022 11:36:50 AM, James, EDC, Inc., EDC, Inc. © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS R45.00' © 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXX XXXXXXXXXXXXXXX X4' BARB WIRE FENCE 4' BARB WIRE FENCE 4' BARB WIRE FENCEDITCH GRASS AREA TOP OF BANK TOP OF BANK TOP OF BANKDIRT RAMP 120' N89°50'54"W 1220.32'N00°24'22"E 779.63'S00°20'58"W 732.45'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 BARBED WIRE FENCE DIRT ROAD DIRT ROADT.O.B.T.O.B.DITCHF.P.F.W.C.D. CANAL NO. 1 EXISTING OAK HAMMOCK AREA DITCH FUTURE DEVELOPMENT PARCEL ID: 1336-240-0000-000-3 (VACANT) LAND USE: TVC ZONING: AG-1 OPEN FIELD (VACANT) GATE F.P.F.W.C.D. CANAL NO. 3ABANDONED WELL BARBED WIRE FENCE CORNER 30.1' N, 23.4' E 4" VALVE AND PVC PIPE O.H.U.DITCHFUTURE DEVELOPMENT FUTURE ACCESS PROPERTY LINE S00°00'28"W136.78'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) 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 3 OF 4SOUTHERN TRUSSST. LUCIE COUNTYFLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH20-381 msp 20220210.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 RDR.J. KENNEDY, P.E. #56218 PHASE 1 MATCHLINE SEE SHEET 2 MAJOR ADJUSTMENT TO MINOR 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 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 CONCRETE LIGHT POLE PROPOSED LIGHT POLE (SINGLE) DRAINAGE FLOW ARROW PROPOSED LIGHT POLE (DOUBLE) # PROPOSED GRAVEL EXISTING LIGHT POLE DRC COMMENTS DATED 6/11/202106/25/2021124JANUARY2022Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 MSP 20220210.dwg, SITE PLAN (3), 2/10/2022 11:36:55 AM, James, EDC, Inc., 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 4 OF 4SOUTHERN TRUSSST. LUCIE COUNTYFLORIDAREVISION COMMENTSDRAWN BYDESIGNED BYJJLJRH20-381 msp 20220210.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"6"6"1'-4"PAINTED DOUBLE STRIPES 4"MAJOR ADJUSTMENT TO MINOR SITEPLAN DETAILSDRC COMMENTS DATED 6/11/202106/25/202116" TYPICAL GRAVEL 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 N.T.S. TYPICAL BIKE RACK DETAIL N.T.S. 1'1'1'1.5'1.5'3.5'4" THICK CONCRETE SLAB (SLOPE 2% AWAY FROM BUILDING TO DRAIN). 6X6 WIDE & 1.4 X 1.4 W.W.M. THROUGHOUT WITH TWO (2) 8"X12" DIAMETER MONO. FIG'S O.C. EACH PIPE SETTING. MADRIX HEAVY DUTY WINDER OR APPROVED EQUAL. 2 3/8" DIAMETER HARDENED PIPE STEEL "RIBBON" TYPE BICYCLE RACK SET IN CONCRETE MONO-FOOTING WITH PAINT FINISH. 5/8" DIAMETER HEADED STEEL "L" STUDS, WELDED TO SIDES OF PIPE AT EACH END TO BE EMBEDDED IN CONCRETE (TYP). NOTES: EACH BIKE RACK SHOULD ACCOMMODATE A MINIMUM OF FIVE (5) BIKES. 1'1' 4'24JANUARY2022Z:\EDC-2020\20-381 - Southern Truss Expansions\ENGINEERING\AutoCAD\DWGs\20-381 MSP 20220210.dwg, SP DETAILS, 2/10/2022 11:37:00 AM, James, EDC, Inc., EDC, Inc.