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11 LPID<p-__ SPACESLPM

EX 25 LJW PRESSURE MAINSV - LPI,1 - LPM --DHE LPM - LPM - LPM - LPM - LPM LPM - LPM - LPM -- 1 - LPM Clubl* St Lucie West K 8 Sell©©1

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iii// 0 2 -64 EX ASPHALT L.L.1 1\ CL VO\ 1

GROSS FLOOR AREA =F4 BOOSF PAVEMENT CHEVERONS$250 FINE

LOTS 1 2 3 4 33.34.35.36 AND 37 BLOCK 622 PORT ST LUCIE SECTION

.EVENLY

--REMOVE EX ASPHALT FS 31818 THIRTEEN ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT'L SPACED LU \ OZ

MONUMENT PROP F- 1- 400 41 4 L*ENCROACHING INTO FTP 22 06 BOT BOOK 13 PAGE(5) 4A THROUGH 4M OF THE PUBLIC RECORDS OF ST LUCIE

SIGNt1I BIKE PROJECT SITE COUNTY FLORIDA

k- 18 RACKS |

3 IkjIX /' 0

/SAID PARCEL OF LAND CONTAINING WITHIN SAID BOUNDS 99804

TRUCK WELL 6' WHITE--, d /2 6

1 \ //*l 11 PROP--

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SQUARE FEET (2 29* ACRES) MORE OR LESS

\ / It 1 alFOR DESIGN) 6'HCL FENCE o LOT 5 12 1. 5 .1 PARCEL ID NUMBERS 3420-560-2231-000 2 AND 3420-560-2230-000-5

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1 HANDICAP STALL IS BASED FROM FDOT STANDARD INDEX EXPERT SHUTTER SERVICES INC

*lEX 1 STORY

U U U 0 0 0 0 #17346 SHEET 12 OF 14

11

1

11I. I. L. I. ALUMINUM BLDG 1626 SW BILTMORE STREET

Lt' '4 FPROP 2 DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS45 \ / FIRE LINE & FFE 21.89 NAVD 1988 PORT ST LUCIE FL 34984

11

15 3 BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH/

ZPROP X, WATER SERVICE I r PRop PH 772/871 1915

1 ® SHADE 15180 OF FEDERAL STANDARDS 595aZO

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11

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PROP --/ 22 x23 USEABLE

CO t/ STOP SIGN (Rl-1) PROPERTY CLASSIFICATIONSBENCHES 2

SIGN 01 L

5 FOR DESIGN OF THE UNIVERSAL SYMBOL OF ACCESSIBILITY0

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, OPEN SPACE AREA

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111 REFERENCE FDOT STANDARD INDEX #17346 SHEET 12 OF 14 >n

11 0 FUTURE LAND USE LI LIGHT INDUSTRIAL95

1 ®12 1095

11 1 00 10 || CO ® 6 FOR DESIGN OF THE ASSOCIATED SIGNS REFERENCE FDOT L,-1

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/ MINIMUM BUILDING SETBACKS USEABLE OPEN SPACEL_---I'll.----- 1---Illk-----

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l FRONT 25 FEET 31¥aPROPk 10 21' HANDICAP SPACE DETAIL

REAR 20 FEET 0 5% OF SITE AREA IS REQUIRED TO BEPROP

DETENTION AREA7--1 / (r)

\ NT5 PROVIDED AS USEABLE OPEN SPACE IN& Kzn. OUTFALL , -1

SIDE 10 FEETACCORDANCE WITH THE CITYWIDE#_.52--- I-IH6»

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OME-OHE-/ 1 INV EL OHE -OHE --OHE -· OHE -----Iiji;FIZZTZ" Pl IC 2nd FLOOR OFFICE = 2 300 5 F PROVIDED 22 x 23 = 506 S F1741 01

PROP' Vt 2PAINTED DOUBLE

1 EX 12'ap \ 1 STRIPEs WAREHOUSE = 19 800 5 FWATER & FIRE

EXINV / EX FUTURE WAREHOUSE EXPANSION = 2 500 5 FEXINV

- WM -- WM SERVICESWl,/1 - WM - WM S:r-f

WM - WM - WM -- WML GR055 FLOOR AREA

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- WM

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1 L CENTER LINE OF STALL (TYP }FLUSHHEADER 593 + BUILDING HEIGHT - TWO STORY = 35 FEETSW MACEDO BLVD. n_ CURB IN R-0-W

(PAVED 60 R/W)------ I- I

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PARKING CALCULATIONS

F-4 OFFICE AREAhy£ CAR STOP

6-J Y (Typ) 0 1 SPACE / 200 5 F GROSS FLOOR AREA- FM -&4 - FM - FM - FM - FM - FM - FM - FM - FM - FM - FM - FM - FM - FM - FM - FM - -M - FM - 1-M - 1-M - FM - FM - kM - FM - FM - FM - FM - FM - FM - F M

V FX 12 FORCE MAIN5 000 5F*1 SPACE / 200 SF = 25 SPACES NVld 311 SWAREHOUSEAREA

\ 1 FDC 4 . 2 SPACES / 1000 5 F FOR Ist 10 000 5 Fr 11

1 SPACE / 2 000 5 F FOR AREA OVER 10 000 5 F.

PSLUSO 1st 10 000 5 F

POS . 10 000 SF *2 SPACES /1000 SF = 20 SPACESPROP --

10'W UTILITY 2.QI'ki

18

EASEMENT --AREA ABOVE 10 000 5 F

12 300 SF*1 SPACE /2 000 SF = 6 SPACESWV DDCV

HINGES SHALL BE 14 --*4)4»»OUTSIbE OF 11 011[ OHE TYPICAL 18' PARKING STALL

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rCLEAR AREA PROP -f SPACES REQUIRED = 51 SPACES (3 HANDICAP 48 REGULAR)

El I IT I E

F, 1WATER SERVICE SPACES PROVIDED = 64 SPACES (3 HANDICAP 61 REGULAR)

11' CLEAR 11' CLEAR 1, 3 1"=5

22 -8"

& FIRE SERVICE >WL U 11 =a

1. 12 x 18" CONCRETE - WM - WM -- .Vt. LOADING ZONE REQUIRED = 2 (12 x25 )FOOTING W/ 3 #5 PSLUSD-1 LOADING ZONE PROVIDED . 2 (12 x25 )

6 CONCRETE SLAB WITH1.- BARS CONT

6X6 #10/10 WWM (fc 3000 psi} 1POS

--------

1 DRAINAGE STATEMENT

12 -0" 10 -0" MIN CLEAR SLOPE 1 8 CONCRETE BLOCK WALL WN THE PROJECT IS SERVED BY SITE GRADING INLETS AND CULVERTS THAT

STUCCO (BOTH SIDES) W/ __r'· DIRECT STORMWATER TO THE DRY DETENTION AREAS DISCHARGE WILL BE TOFILLED CELLS & 1 #5 BAR AT PM - FM - FM - FM -

LOCATIONS SHOWN THE MACEDO BOULEVARD SWALE SFWMD CRITERIA FOR WATER QUALITY

NOTE1 AND QUANTITY TREATMENT WILL BE PROVIDED

-OPENING MUST BE PERPENDICULARTO LINE OF FLIGHT OF SERVICE

1

1 VEHICLE 1 DETAIL'A' TRAFFIC STATEMENT

L -7L--4 DIA x 42 HIGH 2'

----4----EMBEDDED INTO

STEEL BOLLARD W/ 18 1 13/1 SCALE r' = 30' 2 375" DIAM THE INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATION 7th EDITION

==G1__ 0 111111111111111I„„„„„„„„„MII„„„II,II,III®MMMIIIIIIIMMMMMMMMMHHIIIIMII®WHHHHHMMMMMMHHII111 0 CONCRETE

GALVANIZED CATEGORY GENERAL LIGHT INDUSTRIAL (110)

STEEL TUBE

2 0(AVERAGE RATES UTILIZED) AVERAGE RATE PROJECT 5 F TRIPS Stl31ln HS 1 Valh1013 '310nl lS 1238 CONCRETE BLOCK PAINT TO MATCH WEEKDAY DAILY TRIPS 6 97/ 1000 5 F 27 300 5 F 190

WALLS W/ STUCCO BUILDING COLOR P M PEAK HOUR TRIPS 108 / 1000 5 F 27 300 5 F 29

, RECYCLE

--lip- - 1 -- DUMPTSERtj SIGNHAZARDOUS WASTE STATEMENTF

£45 SURFACE FLANGE

WMPST#- .» 1ANY AND ALL HAZARDOUS OR TOXIC MATERIALS GENERATED OR LISE[ OR STORED ON SITE SHALL

0 MOUNT WITH4 42- BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL STATE AND FEDERAL REGULATIONSSTAINLESS STEELt

10 100/ OPAQUE GATES->4< - 0

(SOLID WOOD OR 1-L 0

i METAL SHEETING)f h- --1 IP« j ANCHOR BOLTS

(TYP )* WELLFIELD PROTECTION ORDINANCE

2 ' T-T T-T-8 BAND t UTILITY PROVIDERS

, --1

THIS PROJECT IS NOT LOCATED IN A PUBLIC WATER SUPPLY WELLFIELD PROTECTION ZONE

POTABLE WATER = PORT ST LUCIE UTILITY SYSTEMS DEPARTMENT*INSTALL PER8 x 8 BOND BEAM CONC SLAB/ -/ WASTEWATER = PORT ST LUCIE UTILITY SYSTEMS DEPARTMENT

m5W/ 2 #5 BARS CONT SIDEWALK

MANUFACTURER 5

5 -0IRRIGATION = WELL

STUCCO RECOMMENDATIONS

42" STEEL

/-BOLLARD UPLAND PRESERVE REQUIREMENTS

1BIKE RACK DETAIL

1PROJECT AREA 99 804 5 F (2 291 AC)

U12' -0" NTS

EXISTING UP)LANDS 0 5 F (0 000 AC)MITIGATION REQUIRED NO MITIGATION REQUIRED

NO UPLANDS ON SITE

24' x 12' DUMPSTER DETAIL SITE DATATOTAL PROJECT AREA 99 804 5 F 2 291 AC 10000%

1"=5

31*DSOf= *1-09-01 18 NAAVNK] 18 0 103HO 3-113 aavo OME d S+80-* LIMPERVIOUS AREA 31VE

PROP BUILbING FOOTPRINT 22 500 5 F 0 517 AC 22 54%

FUTURE BUILDING EXPANSION 2 500 5 F 0 057 AC 250%

PROP PAVEMENT / WALKS 40 792 5 F 0936 AC 4087%

TOTAL IMPERVIOUS 65792 5 F 1 510 AC 6592% SHEET NO

TOTAL PERVIOUS (OPEN) 34 012 5 F 0 781 AC 3408%

am=11*]1 r. lOFBEFORE YOU DJG

'AL' I.Of"BUS//SS'AYS

WAIAR THE S/TE TO BE MARKED

RESPECT TUE MARKS

OWS SAFELY

JOB No

CITY OF PSL PROJECT NO PM 175 14-084 ENIG