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Dominic Summers
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17 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 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. PARCEL 4 HUMANE SOCIETY OF ST. LUCIE COUNTY FUTURE LAND USE: HI ZONING: PUD EXISTING BUILDING F.F.E. = EX. 6" SAN. SEWER EX. FIRE HYDRANT EXISTING EX. 6" SAN. SEWER EX. 30" EFFLUENT MAIN EX. 12" FORCE MAIN EX. 2" FOC EX. 8" SAN. SEWER EX. 24" RAW WATER MAIN 30' EX. 60' DRAINAGE EASEMENT PER ORB. 3205, PGS ' N 45 13'59" W ' EX. TOE OF BANK 30' 30' EX. TOP OF BANK PROPOSED 10' LANDSCAPE BUFFER EX. 16" EFFLUENT MAIN EX. EDGE OF EX. 12" FORCE MAIN EX. TOP OF BANK EX. 24" RAW WATER MAIN TRACT 'A' EXISTING LAKE N 44 46'01" E ' PROPOSED 10' LANDSCAPE BUFFER ' S 44 46'01" W ' EX. EDGE OF EX. TOP OF BANK EX. 8" SAN. SEWER EX. MON. WELL EX. TOP OF BANK EX. EDGE OF EX. 6' EASEMENT PER PB. 40, PGS. 1, 1A - 1G. EX. 6' EASEMENT PER PB. 40, PGS. 1, 1A - 1G. EX. 8" WATER MAIN EX. 6' CHAINLINK FENCE EX. TOE OF BANK EX. TOP OF BANK EX. EDGE OF EX. 8" WATER MAIN EXISTING EXISTING EX. 8" WATER MAIN EX. 16" EFFLUENT MAIN EXISTING EX. 8" WATER MAIN EX. FIRE HYDRANT EX. FIRE HYDRANT EX. 8" WATER MAIN EXISTING EX. 16" CDM (HDPE) EX. 2" FOC EXISTING BUILDING EXISTING BUILDING F.F.E. = EX. 12" FORCE MAIN EX. 24" RAW WATER MAIN OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU O EX. 24" WATER MAIN EX. 24" WATER MAIN EX. 30' UTILITY EASEMENT EX. 24" WATER MAIN PER ORB. 2501, PGS PROPOSED 42" RCP PIPE W/ MES (SEE CROSS SECTION ON SHEET 2) 40' 40' 89' GATE 8' HIGH FENCE 101' 263'± TO ADJACENT DRIVEWAY PROPOSED CONCRETE DUMPSTER PAD W/ 5' HIGH MASONRY WALL & 100% OPAQUE GATES W/ RECYCLE DUMPSTER (SEE DETAIL) 101' SA4-166 MH: 20 SA4-166 MH: 20 12' COVERED WALKWAY SA4-166 MH: 20 PROPOSED 10' LANDSCAPE BUFFER DRY DETENTION AREA 23,447 S.F., 10.2% RECYCLE DUMPSTER BENCH 8' HIGH FENCE 8' HIGH FENCE 9.5' TYP 61' PROPOSED 9.5' TYP ' 26' 18' SIGNAGE/WATER FEATURE 188' 10.67' 5' R40' 75' SLIDING GATE 24' SHELLROCK STORAGE AREA 83,068 S.F. 12' R12' R12' 15' 35' 35.5' 30' 15' PROPOSED 6' CONCRETE SIDEWALK (TYP.) PROPOSED CONCRETE POTENTIAL FUTURE INTERCEPTOR R12' R12' 15' 24' 15' 12' 24' KNOX BOX 15' 4 129' R40' 8' HIGH FENCE EX. 16" CDM (HDPE) 80.00' 1st FLOOR OFFICE AREA 5,200 S.F. 1st FLOOR WAREHOUSE AREA 5,200 S.F. 2nd FLOOR WAREHOUSE AREA 5,200 S.F. GROSS FLOOR AREA = 15,600 S.F. PROP. GRAVITY SEWER PROPOSED TWO-STORY CBS WAREHOUSE BUILDING F.F.E. = N.A.V.D 18' 26' 18' 5' 5' 12' H.C. SIGNS (SEE DETAIL) 12' BENCH 183' 5' 29' ADA TRUNCATED DOME MATS (TYP.) 5' WIDE SHOULDER (TYP.) 159' 12' BICYCLE RACK 9.5' TYP 9.5' TYP GLADES CUT-OFF ROAD (STATE ROAD S-709) (200' R/W) 12' COVERED WALKWAY 12:1 SLOPE SA4-166 MH: 20 ST. LUCIE COUNTY MAINTAINED 4 129' 10 USEABLE OPEN SPACE AREA = 1,150 S.F. R40' KNOX BOX 15' 15' SLIDING GATE R12' R12' R12' R12' 24' 24' 15' 30' 154.1' R40' SA4-166 MH: 20 SIGNAGE/WATER FEATURE 12" FLUSH HEADER CURB (TYP.) 89' 16.1' PROPOSED 10' LANDSCAPE BUFFER 87' 51' 16.1' PROPOSED CONCRETE 24' PROP. FIRE HYDRANT 15' 9.5' 12' 35.5' 15' TYP PROPOSED 9.5' TYP 35' ' 26' 18' OUTFALL 10.67' 67.1' PROP. WATER SERVICE 8' HIGH FENCE PROP. 6" WATER MAIN PROP. 30' UTILITY EASEMENT PER ORB., PGS. S 45 13'59" E ' PROPOSED CARSTOP (TYP) PROPOSED TYPE 'D' CURB (TYP.) 776'± TO ADJACENT R/W PARCEL 6A LA MESA R.V. FUTURE LAND USE: HI ZONING: PUD EX. 20" CDM (HDPE) EX. 16" CDM (HDPE) CONTAINS 230,050 SQ. FEET, MORE OR LESS. SECTION 01, TOWNSHIP 36 SOUTH, RANGE 39 EAST PARCEL ID #: PARCEL PROJECT NAME: OWNER: SITE DATA FUTURE LAND USE: ZONING: A & G CONCRETE POOLS TAGS OF ST. LUCIE, LLC 410 SAEGER AVENUE FT. PIERCE, FL HI/LI/ROI/U PUD GROSS SITE AREA 230,050 S.F. (5.281 AC) = % IMPERVIOUS AREA 147,399 S.F. (3.384 AC) = 64.07% PROPOSED BUILDING 10,400 S.F. (0.239 AC) = 4.52% PROPOSED 22,590 S.F. (0.519 AC) = 9.82% PROPOSED CONCRETE 31,341 S.F. (0.719 AC) = 13.62% PROPOSED SHELLROCK 83,068 S.F. (1.907 AC) = 36.11% PERVIOUS AREA: 82,651 S.F. (1.897 AC) = 35.93% OPEN SPACE AREA 59,204 S.F. (1.359 AC) = 25.74% DRY DETENTION AREA 23,447 S.F. (0.538 AC) = 10.19% BUILDING DATA: 1st FLOOR OFFICE AREA = 5,200 S.F. 1st FLOOR WAREHOUSE AREA = 5,200 S.F. 2nd FLOOR STORAGE AREA = 5,200 S.F. GROSS FLOOR AREA = 15,600 S.F. BUILDING HEIGHT: PROPOSED BUILDING HEIGHT = 34'-10" (75' MAX.) BUILDING SETBACKS: FRONT YARD SETBACK = 25' SIDE YARD SETBACK = 10' REAR YARD SETBACK = 25' PROVIDER OF UTILITIES: WATER: PSLUSD WASTEWATER: PSLUSD IRRIGATION: WELL PARKING CALCULATIONS: PARKING REQUIRED: 5,200 S.F. OFFICE AREA 1 SPACE / 200 S.F. OFFICE AREA 5,200 / 200 = 26 SPACES 10,400 S.F. WAREHOUSE/STORAGE AREA 1 SPACE / 500 S.F. WAREHOUSE/STORAGE AREA 10,400 / 500 = 21 SPACES PARKING REQUIRED = 47 SPACES (2 HC) PARKING PROVIDED = 48 SPACES (2 HC) DRAINAGE SYSTEM: DRAINAGE SYSTEM WILL CONSIST OF A DRY DETENTION AREA WITH DISCHARGE TO THE EXISTING LAKE TO THE NORTH OF THE PROPERTY. SFWMD CRITERIA FOR WATER QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. A MODIFICATION TO SFWMD PERMIT GP P WILL BE OBTAINED. 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 LOCATED IN A PUBLIC WATER SUPPLY WELLFIELD PROTECTION ZONE. THE SITE IS WITH IN 1,000' OF A PUBLIC SUPPLY WELL. TRAFFIC STATEMENT INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION, 9th EDITION WAREHOUSING (150) GENERAL OFFICE (710) (AVERAGE RATES UTILIZED) AVERAGE RATE PROJECT S.F. TRIPS WEEKDAY DAILY TRIPS: WAREHOUSING (150) 3.56/1,000 S.F. 10,400 S.F. = 37 GENERAL OFFICE (710) 11.03/1,000 S.F. 4,800 S.F. = 53 TOTAL TRIPS = 90 A.M. PEAK HOUR TRIPS: WAREHOUSING (150) 0.30/1,000 S.F. 10,400 S.F. = 3 GENERAL OFFICE (710) 1.56/1,000 S.F. 4,800 S.F. = 7 TOTAL TRIPS = 10 P.M. PEAK HOUR TRIPS: WAREHOUSING (150) 0.32/1,000 S.F. 10,400 S.F. = 3 GENERAL OFFICE (710) 1.49/1,000 S.F. 4,800 S.F. = 7 TOTAL TRIPS = 10 18' WHITE CONCRETE STOP WHITE 12' MIN. 2' 16' BLUE WHITE SIGN WHITE 60 5' MIN. BLUE CONCRETE STOP WHITE 12' MIN. CITY OF PORT ST. LUCIE HANDICAPPED SPACE DETAIL BLUE WHITE 5'-0" 5'-0" 12'-0" FTP 25 42" 18" 11'-4" 8" BAND NEAREST FIRE HYDRANT LOCATIONS WITHIN 1,000 FT. OF SITE APPROX. DISTANCE PER GOOGLE MAPS 1. WEST SIDE OF GLADES CUT-OFF ROAD IN FRONT OF HUMANE SOCIETY OF SLC. 95 FEET 2. WEST SIDE OF GLADES CUT-OFF ROAD ON THE LA MASA RV SITE. 50 FEET 3. WEST SIDE OF GLADES CUT-OFF ROAD ON THE LA MASA RV SITE. 60 FEET 4. WEST SIDE OF GLADES CUT-OFF ROAD ON THE LA MASA RV SITE. 590 FEET 5. WEST SIDE OF GLADES CUT-OFF ROAD ON THE LA MASA RV SITE. 610 FEET 6. NORTH SIDE OF LTC PARKWAY 825 FEET INTERSTATE 95 (I-95) LUMINAIRE SCHEDULE SYMBOL QTY. 11' CLEAR SLOPE 1" 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 MARKINGS SHALL BE TINTED TO MATCH SHADE OF FEDERAL STANDARDS 595a. 7. REFER TO FDOT INDEX No FOR MARKING DETAILS. 4" 22'-8" 24'-0" 24' x 12' DUMPSTER DETAIL STEEL BOLLARD LABEL 8" x 8" BOND BEAM W/ 2 #5 BARS CONT. 12'-0" 10'-0" MIN. CLEAR 6" CONCRETE SLAB WITH 6X6 #10/10 W.W.M. (fc' = 3000 psi) STUCCO 2' CAR STOP (TYP.) 11' CLEAR SLOPE 1" NOTE: OPENING MUST BE PERPENDICULAR TO LINE OF FLIGHT OF SERVICE VEHICLE. 8" CONCRETE BLOCK WALLS W/ STUCCO ARRANGEMENT SITE PLAN NOTES: LUMENS LLF LOCATION MAP SCALE: 1" = 600' LUM. WATTS RECYCLE DUMPSTER PAINTED DOUBLE STRIPES 18' CENTER LINE OF STALL (TYP.) TYPICAL 18' PARKING STALL 1" = 5' M E 9.5' HINGES SHALL BE OUTSIDE OF 11' CLEAR AREA 12" x 18" CONCRETE FOOTING W/ 3 #5 BARS CONT. 4" DIA. x 42" HIGH STEEL BOLLARD W/ 18" EMBEDDED INTO CONCRETE RECYCLE DUMPTSER SIGN 100% OPAQUE GATES (SOLID WOOD OR METAL SHEETING) EXISTING METER PROPOSED SIGN MITERED END SECTION HANDICAP STALL EXISTING CONCRETE EXISTING PROPOSED PROPOSED CONCRETE 1. THIS APPLICATION IS NOT VESTED FOR ANY MUNICIPAL FEES. ALL FEES ARE CALCULATED AT TIME OF PAYMENT. THIS INCLUDES SPECIFICALLY IMPACT FEES, UPLAND PRESERVE FEES, AND ANY ADMINISTRATIVE REVIEW FEES FOR CITY DEPARTMENTS. NO FEES ARE VESTED BASED ON DATE OF CITY COUNCIL APPROVAL. 2. LIGHTS SHALL BE SHIELDED TO DIRECT ANY GLARE AWAY FROM ADJACENT PROPERTIES OR STREETS & WILL CONFORM WITH CHAPTER OF THE PSL CITY CODE. 3. TREES WILL BE PRESERVED AND/OR MITIGATED IN ACCORDANCE WITH SEC OF THE LANDSCAPE CODE. 4. ALL MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW. LTC PARKWAY GLADES CUT-OFF ROAD (S.R. 709) SITE LOCATION DESCRIPTION 8" CONCRETE BLOCK WALL W/ STUCCO (BOTH SIDES) W/ FILLED CELLS & 1 #5 BAR AT LOCATIONS SHOWN 5 SA4-166 SINGLE N/A OSQ-A-xx-4ME-T-40K-ULxxxxx w_osq-blslf Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min LIGHTING SPILL LEFT PROPERTY LINE Illuminance Fc N.A. N.A. LIGHTING SPILL ON STREET Illuminance Fc N.A. N.A. LIGHTING SPILL RIGHT PROPERTY LINE Illuminance Fc N.A. N.A. PARKING Illuminance Fc " 8" 4" 1'-4" PSL PROJECT NO. P PSLUSD FILE NO RWF DESIGNED BY ENGINEERS SURVEYORS RWF A & G CONCRETE POOLS PORT SAINT LUCIE OFFICE SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL DRAWN BY F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION ( ).dwg FILENAME SITE PLAN LAYOUT OF 2 1' = 40' SITE PLAN R.J. KENNEDY, P.E. #56218 SCALE 17 JULY 2017 REVISED PLANS PER SPRC COMMENTS DATE PORT ST. LUCIE FLORIDA (DATE) SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL REVISION COMMENTS DATE

18 1.5' 1' 1' 1' 1' 1' 1.5' 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 EX. TOP OF BANK EL. VARIES PROP. 6' WIDE CONC. SIDEWALK EX. TOP OF BANK EL. VARIES 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. 3.5' NOTES: EACH BIKE RACK SHOULD ACCOMMODATE A MINIMUM OF FIVE (5) BIKES. TYPICAL BIKE RACK DETAIL HEIGHT = 20' 4' N.T.S. 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. 5/8" DIAMETER HEADED STEEL "L" STUDS, WELDED TO SIDES OF PIPE AT EACH END TO BE EMBEDDED IN CONCRETE (TYP). ELEV. FT. NAVD EX. 12" FORCE MAIN MES INV. EL EX. 2" FOC PROP. 42" RCP EX. 8" SAN. SEWER DRAINAGE/SIDEWALK SECTION SCALE: 1" = 10' H 1" = 4' V EX. 24" RAW WATER MAIN EX. 24" WATER MAIN MES INV. EL EX.DITCH INV. EL. VARIES PSL PROJECT NO. P PSLUSD FILE NO RWF DESIGNED BY ENGINEERS SURVEYORS RWF A & G CONCRETE POOLS PORT SAINT LUCIE OFFICE SW VILLAGE PARKWAY SUITE 201 PORT SAINT LUCIE, FL DRAWN BY F.B.P.E. CERTIFICATE OF AUTHORIZATION 9935 L.B. CERTIFICATE OF AUTHORIZATION ( ).dwg FILENAME SITE PLAN DETAILS LAYOUT OF 2 1' = 40' SITE PLAN DETAILS R.J. KENNEDY, P.E. #56218 SCALE 17 JULY 2017 REVISED PLANS PER SPRC COMMENTS DATE PORT ST. LUCIE FLORIDA (DATE) SW VILLAGE PARKWAY, SUITE 201 PORT SAINT LUCIE, FL REVISION COMMENTS DATE

MEMORANDUM Ashford Dunwoody Road: Request to waive right of way dedication requirements of Sec

MEMORANDUM Ashford Dunwoody Road: Request to waive right of way dedication requirements of Sec MEMORANDUM To: From: Mayor and City Council Michael Smith, Public Works Director Date: October 13, 2014 Subject 4400 Ashford Dunwoody Road: Request to waive right of way dedication requirements of Sec.