HomeMy WebLinkAbout2020-10-9 Site Plan10.90'6.88'EX. 20'x20'DRAINFIELD3EX. 3'x3'A/C PAD2" BFPEXISTINGASPHALTEXISTINGASPHALTEXISTING 6' TALLCHAIN-LINK FENCEEX. 5'x5' PUMPEQUIPMENTW/ 2" BFPPALM12"PALM12"PALM12"PALM12"PALM24"OAK40"PALM24"OAK38"PALM18"PALM18"PALM18"OAK36"OAK40"OAK18"OAK18"OAK18"OAK20"PALM18"PALM18"PALM12"PALM12"OAK48"PALM16"PALM12"PALM12"PALM12"PALM18"OAK12"OAK12"OAK48"OAK20"PALM12"PALM18"PALM18"PALM18"OAK40"OAK40"OAK30"PALM18"PALM18"PALM12"PALM18"PALM12"PALM20"PALM20"PALM18"OAK36"OAK30" 271.68' (D)N 13° 58' 47" E (C)268.57' (C)N 89° 51' 27" W (C)550.00' (C) 550.00' (D) 411.80' (D)S 89° 51' 25" E (C)411.80' (C)EXISTINGBUILDINGF.F.E. = 22.25'2,211 S.F.EX. GUYANCHOREX. GUYANCHOREX. GUYANCHOR270.00' (D)EX. GUYED TOWER ONCONCRETE CAISON200' R/W
271.06' (C)S15° 41' 35"E (C)20' WIDE ROADWAYEXISTINGASPHALTEXISTINGBILLBOARDEX.SIGNEX. 8' TALLCHAIN-LINK FENCEEX. 4' TALL WOOD FENCEEX. 4' TALL WOOD FENCE6.00' WIDE P.UEASEMENTP.B 813 PG. 254510.00' WIDE P.U.EASEMENTP.B. 313 PG. 30810.00' WIDEINGRESS/EGRESSEASEMENT50.2544.00 81.19'15.47'18.00'12.00'10.00'11.29'5.00'58.35'69.00'12.79'38.23'12.00'150.43'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.Know what's below. Call before you dig. www.callsunshine.comIt's fast.It's free.It's the law.20-1841REVISION COMMENTS
DRAWN BY
DESIGNED BY
RWF & JJL
RWF
09 JUNE 2020
20-184 hardscapes 2.dwg
FILENAME
AS SHOWN
SCALE
DATE
Site Improvement Plan
LAYOUT
DATE(DATE)10250 SW VILLAGE PARKWAY - SUITE 201PORT SAINT LUCIE, FL 34987 772-462-245510250 SW VILLAGE PARKWAYSUITE 201PORT SAINT LUCIE, FL 34987 772-462-24558 www.edc-inc.comF.B.P.E. CERTIFICATE OF AUTHORIZATION 9935L.B. CERTIFICATE OF AUTHORIZATION 8098ENGINEERS SURVEYORSENVIRONMENTALST. LUCIE COUNTY
HARDSCAPES, INC.
SITE IMPROVEMENT PLAN
FLORIDA 10-01-2020 RESPONSE TO SLC P&Z COMMENTS (09-18-2020)OF 1NOTES:1. FTP 20-06: TOP PORTION SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.2. FTP 21-06: TOP PORTION SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER.3. FTP 20-06 IS FOR USE IN AREAS WHERE SPACE IS LIMITED.4. FTP 22-06 IS SUPPLEMENTAL PANEL FOR THE FTP 20-06 & FTP 21-06 SIGNS.5. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR 6 FEET TO THE BOTTOM OF "$250 FINE" SIGN.6. REFER TO FDOT INDEX No. 711-001 FOR PAVEMENT MARKING DETAILS & FDOT INDEX No. 700-102 SIGN DETAILS PER THE LATEST FDOT DESIGN STANDARDS.SIGNHANDICAPPED SPACE DETAILCONCRETE STOP12'MIN.5'MIN.12'MIN.18'2'16'WHITEBLUEBLUEWHITE60°WHITEBLUEWHITE WHITEWHITE CONCRETE STOPFINE$250 MAXFINE$250 MAXFTP 20-06FTP 21-06FTP 22-06FTP 22-06BLUE TYPICAL 18' PARKING STALL1" = 5'CAR STOP(TYP.)18'2'10'PAINTED STRIPE (TYP.)4"4"PROPOSED 6' HIGH CHAIN LINK FENCEPROPOSED 6' HIGH CHAIN LINK FENCEPROPOSEDGATEPROPOSEDGATEPROPOSED 6' CHAIN LINK FENCEVICINITY MAPNO SCALEST. LUCIE COUNTY, FLORIDASITELEGAL DESCRIPTIONPARENT PARCEL(OFFICIAL RECORD BOOK 1017, PAGE 2910)FROM THE POINT OF INTERSECTION OF THE EAST BOUNDARY LINE OF THE RIGHT OFWAY OF U.S. HIGHWAY NO. 1 AND THE NORTH BOUNDARY OF THE NORTHEAST ¼ OFSECTION 6, TOWNSHIP 34 SOUTH, RANGE 40 EAST, RUN SOUTHWESTERLY ALONG THEEAST BOUNDARY LINE OF THE RIGHT OF WAY OF U.S. HIGHWAY NO. 1, FOR 608.35 FEETTO THE POINT OF BEGINNING; THENCE RUN EASTERLY 411.8 FEET TO A POINT ON THEWEST BOUNDARY OF THE RIGHT OF WAY OF STATE ROAD NO. 605; THENCE RUNSOUTHEASTERLY, ALONG THE WEST BOUNDARY OF THE RIGHT OF WAY OF STATEROAD NO. 605, A DISTANCE OF 270.00 FEET; THENCE RUN WESTERLY FOR A DISTANCEOF 550.00 FEET TO THE EAST BOUNDARY LINE OF THE RIGHT OF WAY FOR U.S.HIGHWAY NO. 1; THENCE RUN NORTHEASTERLY, ALONG THE EAST BOUNDARY LINE OFTHE RIGHT OF WAY OF U.S. HIGHWAY NO. 1, A DISTANCE OF 271.68 FEET TO THE POINTOF BEGINNING.CONTAINING 125,407 SQUARE FEET OR 2.879 ACRES, MORE OR LESS.SECTION 06, TOWNSHIP 34 SOUTH, RANGE 40 EASTPARCEL ID #:1406-112-0005-000-8PROJECT NAME:HARDSCAPES, INC.PROPOSED USE:COMMUNICATIONS TOWERGROVER R FASNACHT JRDEBRA FASNACHT5009 LACE AVEFORT PIERCE, FL 34982FUTURE LAND USE:COMZONING:USITE DATAGROSS SITE AREA125,407 S.F.(2.879 AC)= 100.00%IMPERVIOUS AREA 15,335 S.F.(0.352 AC)= 12.23%EXISTING BUILDING 2,211 S.F.(0.051 AC)= 1.76%EXISTING PAVEMENT 13,124 S.F.(0.301 AC)= 10.46%PERVIOUS AREA: 110,072 S.F.(2.527 AC)= 87.77%OPEN SPACE AREA110,505 S.F.(2.537 AC)= 88.12%BUILDING SETBACKSFRONT BUILDING SETBACK(40')SIDE BUILDING SETBACK(30')REAR BUILDING SETBACK(20')SIDE CORNER SETBACK(20')BUILDING DATAGROSS FLOOR AREA= 2,211 S.F.BUILDING HEIGHT = 40' MAX.SURVEY NOTESELEVATIONS SHOWN HEREON ARE RELATIVE TO THE NORTH AMERICAN VERTICALDATUM OF 1988 (N.A.V.D. 88) AND ARE GIVEN IN U.S. SURVEY FEET UNLESS OTHERWISENOTED.ACCESSIBILITY AND ADA COMPLIANCEALL SIDEWALKS AND RAMPS WILL MEET FDOT AND ADA REQUIREMENTS.PARKING CALCULATIONSEXISTING USE (COMMUNICATION BUILDING):170 UTILITY2,211 S.F. COMMUNICATION BUILDING AREA1.90 PER SPACE / 1,000 S.F. COMMUNICATION BUILDING AREA(2,211 x 1.90) / 1,000= 4 SPACESPARKING REQUIRED= 4 SPACES (1 HC)PARKING PROVIDED= 4 SPACES (1 HC)PROPOSED USE (RETAIL/SHOWROOM):814 VARIETY STORE2,211 S.F. RETAIL/SHOWROOM AREA(2,211 x 1.13) / 1,000= 3 SPACES (1 HC)PARKING REQUIRED= 3 SPACES (1 HC)PARKING PROVIDED= 3 SPACES (1 HC)TRAFFIC STATEMENTINSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, 10th EDITIONEXISTING USE (COMMUNICATION BUILDING):UTILITY (170)(AVERAGE RATES UTILIZED)AVERAGE RATEPROJECT S.F. TRIPSWEEKDAY DAILY TRIPS:UTILITY (170)13.24/1,000 S.F. 2,211 S.F. = 29A.M. PEAK HOUR OF GENERATOR:UTILITY (170)2.39/1,000 S.F. 2,211 S.F. = 5P.M. PEAK HOUR OF GENERATOR:UTILITY (170)2.40/1,000 S.F. 2,211 S.F. = 5PROPOSED USE (RETAIL/SHOWROOM):VARIETY STORE (814)(AVERAGE RATES UTILIZED)AVERAGE RATEPROJECT S.F. TRIPSWEEKDAY DAILY TRIPS:VARIETY STORE (814)63.47/1,000 S.F. 2,211 S.F. = 140A.M. PEAK HOUR OF GENERATOR:VARIETY STORE (814)4.52/1,000 S.F. 2,211 S.F. = 10P.M. PEAK HOUR OF GENERATOR:VARIETY STORE (814)7.42/1,000 S.F. 2,211 S.F. = 16PROP. STRIPEDPARKING STALLS(SEE DETAIL)HC STALLPER DETAIL(THIS SHEET)PROPOSED 8'HIGH CHAINLINK FENCEPROPOSED 8'HIGH CHAINLINK FENCEPROPOSEDA/C PADTYPICAL BIKE RACK DETAIL1'1'1'1.5'1.5'3.5'4" THICK CONCRETE SLAB(SLOPE 2% AWAY FROMBUILDING TO DRAIN). 6X6WIDE & 1.4 X 1.4 W.W.M.THROUGHOUT WITH TWO(2) 8"X12" DIAMETER MONO.FIG'S O.C. EACH PIPESETTING.MADRIX HEAVY DUTYWINDER OR APPROVEDEQUAL. 2 3/8" DIAMETERHARDENED PIPE STEEL"RIBBON" TYPE BICYCLERACK SET IN CONCRETEMONO-FOOTING WITHPAINT FINISH.5/8" DIAMETER HEADEDSTEEL "L" STUDS, WELDEDTO SIDES OF PIPE AT EACHEND TO BE EMBEDDED INCONCRETE (TYP).NOTES: EACH BIKE RACK SHOULD ACCOMMODATE A MINIMUM OF FIVE (5) BIKES.1'1'4'REMOVEEXISTINGWOOD FENCECONSTRUCT5' SIDEWALKCONSTRUCTBIKE RACK(SEE DETAIL ONTHIS SHEET)CONSTRUCTSINGLE DUMPSTER(SEE DETAIL THIS SHEET)DUMPSTER DETAILELEVATION VIEWCEDAR GATES WITH LATCHESWOOD FENCE6' HIGH STUCCO AND/ORPLAN VIEW6" CONCRETE PAD8" CONCRETE BLOCK OR WOOD FENCEMONOLITHIC FOOTINGEXISTINGBUILDINGEXISTINGEOPPROPOSED12' PERMEABLE DRIVE(SEE DETAIL (A1) ONTHIS SHEET)PROPOSEDKNOX BOXPROPOSEDGATE(BY OTHERS)10-06-2020 KNOX BOX ADDED TO FIRE TRUCK ACCESSSURFACE WATER FLOWS INTO PAVEMENT VOID OPENINGSBELGARD PERMEABLEPAVING STONESDRAINAGE AGGREGATE2" #89 STONEPERMEABLE BASE MATERIALS4" #57 ROCKCOMPACTED BASE(A1) TYPICAL DIRECT INFILTRATION CROSS-SECTIONZ:\EDC-2020\20-184 - Hardscape - 6690 N US1 FP\ENGINEERING\AutoCAD\DWGs\20-184 Hardscapes 2.dwg, Site Improvement Plan, 10/6/2020 2:06:48 PM, James, EDC, Inc.