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15 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. (BOOK 48 PAGE 2) APPROXIMATE EDGE OF WATER (AT TIME OF SURVEY) 100' DRAINAGE EASEMENT N18 24'30"E 10' LANDSCAPE BUFFER MITRED-END SECTION 18" RCP INV.= ' TOB: NAVD TOE: NAVD TOE: NAVD TOB: NAVD 25' SETBACK ' PROPOSED DRY DETENTION AREA TOB: 29,538 S.F. TOE: 22,627 S.F. PROPOSED CONCRETE DUMPSTER PADS W/ 5' HIGH MASONRY WALL & 100% OPAQUE GATES W/ RECYCLE DUMPSTER (TYP.)(SEE DETAIL) TOE: NAVD S89 53'07"W 25.01' TOB: NAVD GRATE EL.= "RCP E. INV.= ' 275' PROPOSED CONTROL STRUCTURE W/ OUTFALL PIPE ' 6 CAR STOP (TYP.) 18' WHITE 4" N89 53'07"E PROPOSED WAREHOUSE F.F.E. = NAVD GROSS FLOOR AREA 132,098 S.F. PROPOSED IRRIGATION WELL BLUE 2' GRATE EL.= "HDPE E. INV.=18.26 (OBSTRUCTED) 6' D.U.E. (BK 48 PG 2) LTC RANCH PUD #2, 1ST REPLAT (PB 71 PG 3) LOT 1 FLU: HEAVY INDUSTRIAL ZONING: PUD CAR STOP (TYP.) EXISTING BUILDING F.F.E.= ' D.U.E. (BK 48 PG 2) ' 10' SETBACK LANDSCAPE BUFFER TYPICAL 18' PARKING STALL CONCRETE STOP WHITE 12' MIN. PAINTED DOUBLE STRIPES 2' 16' 18' 1" = 5' BLUE ' WHITE 9.5' SIGN WHITE 60 5' MIN. BLUE CB CENTER LINE OF STALL (TYP.) 4" 8" 4" 1'-4" CONCRETE STOP WHITE 12' MIN. CITY OF PORT ST. LUCIE HANDICAPPED SPACE DETAIL LTC RANCH PUD #2 (PB 48 PG 2) PARCEL 12 FLU: HEAVY INDUSTRIAL ZONING: PUD BLUE 10' SETBACK LANDSCAPE BUFFER PROPOSED BIKE RACK PROPOSED 5' SIDEWALK PROPOSED WATER SERVICE AND FIRE LINE EXISTING SEWER MANHOLE WHITE PROPOSED BENCH (TYP) PROPOSED CLEANOUT (TYP) PROPOSED SERVICE WYE PROPOSED OPEN SPACE (15.5' x 100') FTP 25 EXISTING BUILDING F.F.E.= ' 6 6 FM 26' GRATE EL.= "HDPE W INV = ' NOTES: 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 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. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE OF FEDERAL STANDARDS 595a. 7. REFER TO FDOT INDEX No FOR PAVEMENT MARKING DETAILS ' (2) 6" FM 12 12' 70.67' VAC PORTS 25' SETBACK 10' LANDSCAPE BUFFER 10' 26' 18' R= ' Δ =2 07'13" L=37.01' Chd=S25 57'49"W 37.00' 8 9.5' ' 10 GS 26' CB 12 5 S27 01'25"W ' 5' FPL EASEMENT (BK 48 PG 2) PROPOSED MONUMENT SIGN 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. 10' 20' 10' 10' FM GS GS C L PH ' WIDE RW FM FM GS GS WM 7 25' SETBACK 10' LANDSCAPE BUFFER WM GS WM WM PROPOSED MONUMENT SIGN PROPOSED UTILITY EASEMENT PROPOSED FIRE HYDRANT 1.5' 3.5' I-95 SOUTHBOUND FM WM TV LTC PARKWAY EXISTING LIFT STATION I-95 NORTHBOUND 1' 1' 1' 1' 1' 1.5' NOTES: EACH BIKE RACK SHOULD ACCOMMODATE A MINIMUM OF FIVE (5) BIKES. BIKE RACK TO BE SCREENED BY 3' HEDGE ON 3 SIDES. 4' TYPICAL BIKE RACK DETAIL N.T.S. GS WM LTC RANCH PUD #2 (PB 48 PG 2) PARCEL 27 FLU: COMMERCIAL SERVICE ZONING: PUD LEGEND PROPOSED LIGHT PROPOSED DRAINAGE INLET PROPOSED MANHOLE PROPOSED ASPHALT PROPOSED CONCRETE EXISTING PAVEMENT EXISTING CONCRETE LTC PARKWAY GLADES CUT OFF ROAD DELCRIS DRIVE 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). LEGAL DESCRIPTION PARCEL 11, L.T.C. RANCH P.U.D. #2 RECORDED IN PLAT BOOK 48, PAGE 2, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. PARCEL ID #: PROJECT NAME: UNITED REFRIGERATION SITE ADDRESS: LTC RANCH PUD #2 PARCEL 11 OWNER/DEVELOPER: SITE DATA FUTURE LAND USE: ZONING: LAND USE TABLE CARMEN CAROSELLA ROOSEVELT BOULEVARD PHILADELPHIA, PA HI-LI-U (HEAVY IND. / LIGHT IND. / UTILITY) PUD PARCEL SIZE 300,158 S.F AC % IMPERVIOUS AREA 226,820 S.F AC 75.57% PROP. BUILDING AREA: 132,098 S.F AC 44.01% PROP. PAVEMENT AREA: 91,344 S.F AC 30.43% PROP. CONCRETE AREA: 3,378 S.F AC 1.13% PERVIOUS AREA 73,338 S.F AC 24.43% DRY DETENTION AREA: 29,538 S.F AC 9.84% MAXIMUM BUILDING COVERAGE: 50% MAXIMUM IMPERVIOUS COVERAGE: 80% MAXIMUM BUILDING HEIGHT: 75' BUILDING SETBACK REQUIREMENTS FRONT: 25' SIDE: 10' (25' IF YARD ADJOINS PUBLIC ROW OR DRAINAGEWAYS) REAR: 25' FROM PROPERTY LINE AND DRAINAGEWAYS PARKING CALCULATIONS PARKING REQUIREMENTS PER C.23: 1 SPACE / 500 S.F. (UP TO 10,000 S.F.) + 1 SPACE / 2,000 S.F. = 1 SPACE / 500 S.F. x 10,000 S.F. + 1 SPACE / 2,000 S.F. x 122,098 S.F. = 20 SPACES SPACES = 81 SPACES HANDICAP SPACE REQUIREMENT PER H.1: SPACES = 4 HC PARKING REQUIRED PARKING PROVIDED = 81 SPACES (4 HC) = 90 SPACES (4 HC) LOADING SPACE REQUIREMENT PER G.4.A3: 12x25 FOR 120, ,000 S.F. = 4 SPACES PROVIDER OF UTILITIES WATER: WASTEWATER: IRRIGATION: DRAINAGE SYSTEM PSLUSD PSLUSD PROPOSED WELL PROJECT PROPOSES A SERIES OF INLETS THAT ULTIMATELY DISCHARGE INTO A DRY DETENTION AREA. A NEW CONTROL STRUCTURE WILL BE CONSTRUCTED WITH DISCHARGE BEING CONSISTENT WITH THE EXISTING SOUTH FLORIDA STORMWATER MANAGEMENT PERMIT. THE NEW DRY FACILITIES WILL BE SIZED FOR WATER QUALITY TREATMENT AND STORMWATER ATTENUATION. THE STORMWATER CALCULATIONS WILL BE DEVELOPED TO CURRENT CITY OF PORT ST. LUCIE AND SOUTH FLORIDA WATER MANAGEMENT STANDARDS. 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. WELLFIELD PROTECTION ORDINANCE THIS PROJECT IS NOT LOCATED IN A PUBLIC WATER SUPPLY WELLFIELD PROTECTION ZONE. TRAFFIC STATEMENT INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, 9th EDITION WAREHOUSING (150) (AVERAGE RATES UTILIZED) AVERAGE RATE PROJECT S.F. TRIPS WEEKDAY DAILY TRIPS: WAREHOUSING (150) 3.56/1,000 S.F. 132,091 S.F. = 470 A.M. PEAK HOUR TRIPS: WAREHOUSING (150) 0.30/1,000 S.F. 132,091 S.F. = 40 P.M. PEAK HOUR TRIPS: WAREHOUSING (150) 0.32/1,000 S.F. 132,091 S.F. = 42 USEABLE OPEN SPACE 0.5% OF SITE AREA IS REQUIRED TO BE PROVIDED AS USEABLE OPEN SPACE IN ACCORDANCE WITH THE CITYWIDE DESIGN STANDARDS. REQUIRED: 0.5% x 300,158 S.F. = 1,501 S.F. PROVIDED: 15.5' x 100' = 1,550 S.F. NOTES 1) ALL SIGNS ARE TO BE REVIEWED SEPARATELY FROM SITE PLAN APPROVAL. PSL PROJECT NO. P PSLUSD FILE NO. #5253 JDF FORT PIERCE OFFICE 1934 TUCKER COURT FORT PIERCE, FL F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION 8098 DESIGNED BY ENGINEERS SURVEYORS JDF UNITED REFRIGERATION PORT SAINT LUCIE OFFICE 469 NW PRIMA VISTA BLVD. PORT SAINT LUCIE, FL DRAWN BY ( ).dwg FILENAME PARCEL 11 SITE PLAN 1934 TUCKER COURT FORT PIERCE, FL LAYOUT OF 1 AS SHOWN SITE PLAN R.J. KENNEDY, P.E. #56218 SCALE 8/23/16 8/8/16 REVISION PER 8/4/16 UTILITY COMMENTS DATE 8/4/16 REVISION PER 7/27/16 SPRC COMMENTS PORT ST. LUCIE FLORIDA (DATE) REVISION COMMENTS DATE
LEGAL DESCRIPTION PARCEL 5, L.T.C. RANCH, P.U.D No. 1, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 1, OF THE PUBLIC RECORDS, OF ST. LUCIE COUNTY, FLORIDA. THIS DOCUMENT, TOGETHER WITH
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