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PLANS ~./A~ \, "~"" 'v.:- '~~" '" . .... '<" -'~0' /-.)"; .' CITY OF BOYNTON BEACH PLANNING & ZONING I.ITLE FORM DATE: (- c1..!."u,o 7 PCN Oy. 4".3 . <l-S"-':U'- 00 _000 - ~'4-a R/'fL PROmCl't# ,(/{Ujf? Ot._62.o STATUS: ~t1.eoVG:1> ( PROmCfNAMEI d(,E~W 9S-5.c*"A,/~~Ltf STATUSDATE: /o-11--l.oo(". PROJECfTYPE: <;'lr€:. AAl'J DESTRUcnONDATE: ;1/ ADDRESS: J/ ..; - .If I" tv 0 c r= AN r4vc=.. 0 Mlscellaneou, ~DlDlerdal 0 Relldentlal ~ 0 Addition 0 Renovation 0 Revislon_ 4. SHEETTITLE tP'.EA~EPRINTLEGmLYl (exl Jl'Ioor PIa.) -/ z... J' 'f7ffI( fJ q - l 2.. ;Lo C> (" t!o t-o/2... 4e.1!-1 A- L , 5. 6. 'T. 8. 9. '0. 11. U. 13. 14. IS. 16. 1'7. 18. I'. 20. 'M:IIIMAJN\SHRDA TA\IImIa..atll'enIIt AtI\IlICa... GrttIp\11TLE JlORMAIc.6/Wtl LOCATION MAP LEGAL DESCRIPTION A PARCEL OF LAND IN THE NORll-iWEST ONE-QUARTER (NW 1/4) OF SECTION 28, TOWNSHIP 45 soum, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH, COUNTY, FLORIDA, BEING MORE P ARTlCULARL Y DESCRIBED AS FOLLOWS: REFER TO SURVEY. PARCEL 117: A PORTION OF TRACTS 11 AND 12, SECTION 28, TOWNSHIP 45 SOUTH, RANGE 43 EAST, AS SHOWN ON SUBDIVISIONS OF PORTIONS OF TOWNSHIP 45 AND 46 soum, RANGE 43 EAST, ACCORDING TO ll-iE PLAT mEREOF AS RECORDED IN PLAT BOOK 1, PAGE 4 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA AND BEING MORE P ARTICUlARL Y DESCRIBED AS FOllOWS: REFER TO SURVEY. PARCEL 1: A PARCEL OF lAND IN ll-iE NORll-iWEST 1/4 OF SECTION 28, TOWNSHIP 45 soum, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: REFER TO SURVEY. PARCEL 2: A PARCEL OF LAND IN ll-iE NORll-iWEST 1/4 OF SECTION 28, TOWNSHIP 45 soum, RANGE 43 EAST, MORE P ARTlCUlARl Y DESCRIBED AS FOLLOWS: REFER TO SURVEY. PARCEL 3: A PORTION OF mE NORmWEST 1/4 OF SECTION 28, TOWNSHIP 45 soum, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE P ARTlCULARL Y DESCRIBED AS FOLLOWS: REFER TO SURVEY. PARCEL 4: A PORTION OF ll-iE NORmWEST 1/4 OF SECTION 28, TOWNSHIP 45 SOUll-i, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: REFER TO SURVEY. PARCEL 4 - ACCESS FOR SIGN MAINTENANCE A PORTION OF THE NW 1/4 OF SECTION 28, TOWNSHIP 45 soum RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: REFER TO SURVEY. PARCEL 4 - SIGN LOCATION A PORTION OF THE NW 1/4 OF SECTION 28, TOWNSHIP 45 soum, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOllOWS: REFER TO SURVEY. PARCEL 5: A NON-EXCLUSIVE ACCESS EASEMENT FOR ll-iE PURPOSE OF INGRESS AND EGRESS BEING SITUATE IN ll-iE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 45 soum, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AND DESCRIBED AS FOllOWS: REFER TO SURVEY. OCeldJ qs J::lfd1^'~e: -PI frZA ~wsP ~. Dzc) CEAN f-r Z- ~d~S ~ .,..'- .....1 ~ ' ~ .... .....,......1..... ~ ~ l~~ XCHANGE N.T.S. STATISTICS ~ SITE STATISTICS & ~ SITE AREA: 294,997 S.F. =6.77 Acres (NOT including 0.138 acre parcel @N.:W. corner 6.028 sf) GROUND FLR AREA: 116,911 Sf = 39.6% Lot Coverage (NOT Inc1ding 0~138 acre parcel @NW corner= 6,028 sf ) TOTAL GREEN AREA PROVIDED: 54.183 S.F. - (18.4% of Sibe Area) (NOT Inc1ding 0.138 acre parcel = 6.028 sf ) INTERIOR GREEN AREA PROVIDED: 21,974 SF EXTERIOR GREEN AREA PROVIDED: 32,209 SF INTERIOR GREEN AREA REQUIRED: 1,940 SF 20 Sf Per Ea. Interior Parking Stall (Parking along East & North Boundary lines) 97 Stalls X ZOSf = 1,940 sf of Interior Green Area IMPERVIOUS AREAS: 240.814 S.F. (81.6% of Site Ar~ Ground FIr Area: 116,911 Sf (39.6% Lot Coverage) Cone Walks/Curbs & Pavement Area: 123,903 (NOT Inclding 0.138 acre parcel @NW corner= 6,028 sf) BLDG STATiSTICS) & NORTH BLDG ( l-STORY) Type of Construction: Type II B (Fully Auto Sprinkler) Occupancy Type: F-l w/ B (Accessory) Maximum Ht. Proposed: 34' -6" MaxH~lowed= 55'-0") Gross Sq. Ft. Proposed: 59,327 SF 2 Max SF Allowed w/ Increases: .650 Sq. Ft. (See Below) 1) Gross Sq. Ft. Allowed per Table 503: 15,500 . 2) Gross Sq. Ft. Area Increase allowed per 506.3 (300% = 46,500 SF) 3) Additional Area Increase allowed per 506.2: 20,150 SF (30% = 100 [1~~2o - 0.25]~) 'i CENTRAL BLDG (l-STORY) Type of Construction: Type II B (Fully Auto Sprinkler) Occupancy Type: F-l w/ B (Accessory) Maximum Ht. Proposed: '-6" xHt~lowed= 55'-0") Gross Sq. Ft. Proposed: 43,122 S ~ Max SF Allowed w/ Increa.se: 6.500 Sq. Ft. (See Below) 1) Gross SF Allowed per Table 503: 15,500 2) Gross SF Area Increase allowed per 506.3: (300% = 46,500 SF) SOUTH BLDG (l-STORY) Type of Construction: Type II B (Fully Auto Sprinkler) Occupancy Type: F-l w/ B (Acces~ory) , Maximum Ht. Proposed: 3 '-" axHt~llowed= 55'-0") Gross Sq. Ft. Proposed 31,462 SF ill Max SF Allowed w/ Increase: . 00 Sq. Ft. (See Below) 1) Gross SF Allowed per Table 503: 15,500 2) Gross SF Area Increase allowed per 506.3: (300% = 46,500 SF) & CO_lON A1'llro\iEDILlNS / -OCTI! 7 2006 W' ~ 7~"'r 1---." J~ : SEP I L___ " , r;----;-~l I, I ::, : n -I :: II , .11 2' II. _ CU,;') ; ') PRO ECT TEAM DRAWING INDEX & CLIENT:: GENESIS DEVELOPMENT GROUP, LLC 565 East Hillsboro Blvd. Deerfield B~ach, FI 33441 Contact: J. Crockett Farnell II T 954-725-4330 F 954-725-4343 ARCHITECTURAL: A-O.O COVER SHEET A-O.l SITE PLAN A-0.2 DUMP AND SIGNAGE DETAILS A-0.3 SITE PLAN - FIRE DEPARTMENT & A-1.0 FLOOR NG A-l.l FLOOR PLAN - CENTRAL BUILDING A-l.2 FLOOR PLAN - SOUTH BUILDING A-4.0 NORTH BUILDING ELEVATIONS A-4.1 CENTRAL BUILDING ELEVATIONS A-4.2 SOUTH BUILDING ELEVATIONS A-4.3 ENTRY DETAILS TOTAL PARKING REQUIRED' 219 STALLS TOTAL PARKING PROVIDED. 219 S~S (Incld 10 HC) & 2 GROSS BLDG AREA: 133,911 SF OFFICE AREA: 23,296 SF /300= 78 Stalls Reqd WHSE AREA: 110,615 SF /800= 139 Stalls Reqd (includes Mezz and Meter Rm) NORTH BLDG Gross S.F.= ~ 1- (97) Parking Stalls Req'd -~ ~ (97) Provided incld (4) HC PARKING @ 1/300 SF: 10.434/300 - 35 Stalls Ground FIr Area = 52,171 SF X (20% Office)=10,434 sf (NOT including Meter Room- see below) ARCHITECT: HNM ARCHITECTURE, LLC (AA26000726) 3705 N. Federal Hwy Delray Beach, FI 33483 Contact: Jaime Mayo T 561-733-2225 F 561-733-2383 PARI<1NG @ 1/800 SF: 48.893/800 - 62 Stalls Meter Room Area = 156 SF Mezzanine Floor = 7,000 SF Net Ground Floor = 52,171 SF X (80% Whse)=41,737 sf CENTRAL BLDG Gross S.F.= ~ (70) Parking Stalls Req'd ~, (70) Provided incld (3) HC P ARKlNG @ 1 /300 SF: 7 .497 /300 - 25 Stalls Ground FIr Area = 37,487 SF X (20% Office)=7,497 sf (NOT including Meter Room) CIVIL ENGINEER: CH2M Hill 1 Harvard Circle West Palm Beach, FL 33409 Contact: Dennis Stevenson T 561-515-6500 F 561-515-6502 MECHANICAL, ELECTRICAL & PLUMBING REFER TO MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS PARKING @ 1/800 SF: 35.625/800 - 45 Stalls Meter Rm Area = 135 SF Mezz3.nine FIr = 5,500 SF Net Ground FIr = 37,487 SF X (80% Whse)= 29,990 sf SOUTH BLDG Gross S.F.= 3~ & (51) Parking Stalls Req'd (52) Provided incld (3) HC PAHKING @ 1/300 SF: 5.365/300 - 18 Stalls Ground FIr Area = 26,827 SF X (20% Off)=5,365 sf (NOT including Meter Room- see below) MECH., ELEC., & PLUMB. ENGINEER: I<AMM CONSULTING, INC 1407 W. Newport Center Drive Deerfield Beach, FL 33442 Contact: Art I<:'amm T 954-949-2200 F 954-949-2201 CIVIL ENGINEERING: REFER TO CIVIL DRAWINGS PARKING @ 1/800 SF: 26.097 /800 - 33 Stalls Meter Rm Area = 135 SF Mezzanine FIr = 4,500 SF Net Ground FIr = 26,827 SF X (80% Whse)=21,462 sf STRUCTURAL ENGINEER: CENTER FOR INNOVATIVE STRUCTURES 5706 South MacDill Avenue Tampa, Florida 33611 Contact: Dennis Zabala T 813-835-5311 F 813-835-5503 LANDSCAPE ARCHITECTURE: REFER TO LANSCAPE DRAWINGS LANDSCAPE ARCHITECT: Dave Bodker Landscape Architecture 75 NE 6th Ave Suite 216 Delray Beach, FI 33483 Contact: Dave Bodker T (561) 276-6311 F (561) 276-3869 GENERAL NOTES: 1. All plans submitted for specific permits shall meet the City's Code and the applicable building codes in effect at time of application. These permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other permitting agencies such as Florida Department of Transportation (FOOT). South Florida Water Management District (SFWMD), lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and any others, shall be included with the permit request. 2. Utilities are avalilable and will be provided by all other appropriate agencies 3. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. 4. IT: Denotes Ha ndicap accessible route to Handicap accessible Entry Doors @@ (per 2004 FBC Section 11-4.3 and 11-4.6) 5. All above ground and roof mounted mechanical equipment such as exterior utility boxes, meters, transformers, and back-flow preventers shall be visually screened. 6. Typical tenant separation wall shall be 2 hour rated fire wall , 7. Lowest f. f. elev for all bldg. s :.-:: 21.50 8. As per firm comm. pnl. map #1201960003C DATED 9-30-82 title of flood zone that the bldg.'s are located in : zone c-500 yr. REVISIONS: & 2006 06 22 11 ST REVEIW COMMENTS J.c.: M.W.H. & 2006 08 22 2ND REVEIW COMMENTS P.M: ].O.M Drawn by: A.R ARCHITECTURE LLC AA26000726 3705 NORTH FEDERAL Hwy. DELRAY BEACH, FL. 334B3 T561 .733.2225 F561 .733.23B3 HNMARCH@SELLSOUTH.NET PROJECT ]\TAME: OCEAN 95 EXCHANGEPAm< DATE: 5/17/06 SHEET NO. . ill Boynton Beach, Florida COVER SHEET A-O Michael W. Hanlon AROOl7270 HNM project no.: 05-036 SHEET TITIE: LEGAL DESCRIPTION: PARCEL 1: A PARCEL Of LAND IN n-rE NORn-rWEST 1/4 OF SECTION 28, TOWNSHIP 45 SOUn-r, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT n-rE INTERSECTION OF n-rE SOUn-rERL Y RIGHT OF WAY LINE OF OCEAN AVENUE AS SHOWN ON PLAT OF BEVERLY HILLS ADDITION NO.2, RECORDED IN PLAT BOOK 13, PAGE 58, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AND n-rE WESTERLY LINE OF THE PROPOSED LIMITED ACCESS RIGHt OF WAY OF STATE ROAD NO.9 (1-95) AS SHOWN ON RIGHT OF WAY MAP OF STATE ROAD NO.9, (SECTION 93220- 2412), SHEET NO.3; RUN THENCE SOUTH 14' 01' 43" EAST (BEARINGS MENTIONED HEREIN ARE REFERRED TO TI-lOSE SHOWN ON SAID RIGHT OF WAY MAP OF STATE ROAD NO.9) ALONG SAID WESTERLY LIMITED ACCESS RIGHT OF WAY LINE 133.69 FEET; TI-lENCE SOUTI-l 6' 49' 52" EAST, A DISTANCE OF 145.68 FEET TO TI-lE POINT OF BEGINNING AND TI-lE NORn-rEAST CORNER OF TI-lE HEREIN DESCRIBED PARCEL OF LAND; THENCE CONTINUING ON THE SAME COURSE ALONG SAID WESTERLY LIMITED ACCESS RIGHT OF WAY LINE 208.70 FEET; THENCE SOUTI-l 3' 11' 35" EAST A DISTANCE OF 268.24 FEET; THENCE DEPARTING FROM SAID LIMITED ACCESS RIGHT OF WAY LINE RUN NORTH 89' 47' 31" WEST ALONG A LINE PARALLEL WlltI AND 749.06 FEET SOUltI OF (MEASURED AT RIGHT ANGLES) SAID SOUTHERLY RIGHT OF WAY LINE OF OCEAN AVENUE A DISTANCE OF 136.90 FEET TO A POINT ON A CURVE CONCAVE TO ltIE EAST, HAVING A RADIUS OF 594.80 FEET, SAID CURVE BEING 9 FEET EASTERLY FROM TI-lE CENTER LINE OF SPUR TRACT SVI/4 AS SHOWN ON SEABOARD COAST LINE RAILROAD COMPANY DRAWING NO. M-ll72; THENCE NORTHEASTERLY ALONG ltIE ARC OF SAID CURVE, SUBTENDING AN ANGLE OF 7' 50' 57", A DISTANCE OF 81.48 FEET TO THE END OF SAID CURVE; THENCE NORTH 12' 54' 09" EAST A DISTANCE OF 55.07 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 646.30 FEET; THENCE NORTHERLY ALONG THE ARC OF SAID 646.30 FOOT RADIUS CURVE, SUBTENDING AN ANGLE OF 7' 22' 16", A DISTANCE OF 83.15 FEET TO THE END OF SAID CURVE; THENCE SOUTH 89' 10' 30" WEST A DISTANCE OF 1.00 FOOT TO THE BEGINNING OF A CURVE CONCAVE TO THE WEST HAVING A RADIUS OF 645.30 FEET, SAID CURVE BEING 8 FEET EASTERLY FROM TI-lE CENTER LINE OF SPUR TRACT SVI/4 AS SHOWN ON SAID DRAWING NO. M-ll72; THENCE NORTHERLY ALONG THE ARC OF SAID 645.30 FOOT RADIUS CURVE, SUBTENDING AN ANGLE OF 4' 30' 57", A DISTANCE OF 50.86 FEET TO ltIE END OF SAID CURVE; THENCE NORltI l' 47' 46" WEST ALONG A LINE PARALLEL WITH AND 8 FEET EASTERLY FROM SAID CENTER LINE SPUR TRACT SVI/4 A DISTANCE OF 133.10 FEET TO TI-lE BEGINNING OF A CURVE CONCAVE TO TI-lE WEST, HAVING A RADIUS OF 1080.22 FEET; TI-lENCE NORTHERLY ALONG THE ARC OF SAID 1080.22 FOOT RADIUS CURVE, SUBTENDING AN ANGLE OF 3' 57' 06", A DISTANCE OF 74.50 FEET TO A POINT ON A LINE PARALLEL WITH AND 274.17 FEET SOUTH OF (MEASURED AT RIGHT ANGLES) TI-lE SOUTHERLY RIGHT OF WAY LINE OF AFORESAID OCEAN AVENUE; TI-lENCE SOUTH 89' 47' 31" EAST ALONG SAID PARALLEL LINE A DISTANCE OF 71.29 FEET, MORE OR LESS TO ltIE POINT OF BEGINNING. LEGAL DESCRIPTION: PARCEL 2: A PARCEL OF LAND IN THE NORTI-lWEST 1/4 OF SECTION 28, TOWNSHIP 45 SOUn-r, RANGE 43 EAST, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT TI-lE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF OCEAN A VENUE AS SHOWN ON pLAT OF BEVERLY HILLS ADDITION NO.2, RECORDED N PLAT BOOK 13, PAGE 58, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AND ltIE WESTERLY LINE OF PROPOSED LIMITED ACCESS RIGHT OF WAY OF STATE ROAD NO.9 (1-95) AS SHOWN ON RIGHT OF WAY MAP OF STATE ROAD NO.9, SECTION 93220-2412, SHEET NO.3; RUN ltIENCE SOUltI 14' 01' 43" EAST (BEARINGS MENTIONED HEREIN ARE REFERRED TO THOSE SHOWN ON SAID RIGHT OF WAY MAP OF STATE ROAD NO.9) ALONG SAID WESTERLY LIMITED ACCESS RIGHT OF WAY LINE 133.69 FEET; THENCE SOUTH 6' 49' 52" EAST A DISTANCE OF 19.97 FEET TO THE POINT OF BEGINNING AND THE NORTHEAST CORNER OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE CONTINUING ON THE SAME COURSE ALONG SAID WESTERLY LIMITED ACCESS RIGHT OF WAY LINE 125.17 FEET; THENCE NORTH 89' 47' 31" WEST ALONG A LINE LYING 274.17 FEET SOUTH OF (MEASURED AT RIGHT ANGLES) AND PARALLEL TO THE SOUn-rERLY RIGHT OF WAY OF AFORESAID OCEAN AVENUE, A DISTANCE OF 71.29 FEET TO A POINT ON A CURVE CONCAVE TO THE WEST, HAVING A RADIUS OF 595.87 FEET, SAID CURVE BEING 8 FEET EASTERLY OF TI-lE CENTER LINE OF SPUR TRACT SV NO.4 AS SHOWN ON GRANTOR'S DRAWING NO. M-1172; THENCE NORTHERLY ALONG TI-lE ARC OF SAID 595.87 FOOT RADIUS CURVE, HAVING AN INITIAL TANGENT BEARING OF NORTH 5' 44' 52" WEST, SUBTENDING AN ANGLE OF 12' 17' 24", AN ARC DISTANCE OF 127.81 FEET TO A POINT ON A LINE LYING 149.40 FEET SOUTH OF (MEASURED AT RIGHT ANGLES) AND PARALLEL TO THE SOUTHERLY RIGHT OF WAY LINE OF AFORESAID OCEAN AVENUE; THENCE SOUTH 89' 47' 31" EAST ALONG SAID PARALLEL LINE A DISTANCE OF 82.28 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. w z ~ f-=. - - I o I- <C 2 LEG END: WPP CQ, - WOODEN POWER POLE @ _ STORM DRAIN MANHOLE CPP 0 - CONCRETE POWER POLE ~ CLP 0 - CONCRETE LIGHT POLE S - SANITARY SEWER MANHOLE LP x:x _ LIGHT POLE ~ - FIRE HYDRANT C8J - SEPTIC TANK WMO - WATER METER 181 - AS NOTED WV -v- - SIGN [><] - WATER VALVE CB ~ - CATCH BASIN GV 8 [><] - GATE VALVE ii - STORM INLET e - WELL <t - CENTER LINE '""V"V" - BACK FLOW PREVENTER 8. - SURVEY TRAVERSE POINT F.F. - FINISHED FLOOR R - RADIUS AI - ARC lENGlH l - ARC lENGlH t!.i - DELTA DI - DELTA r - TANGENT piC - POINT OF CURVAlURE PiT - POINT OF TANGENCY P'CC - POINT OF COMPOUND CURVE C~B - CHORD BEARING TIB - TANGENT BEARING C~ONC. - CONCRETE - X - - CHAIN LINK FENCE - c - - BOX WIRE FENCE -II - - WOODEN FENCE - OHW - - OVERHEAD POWER LINE - S5 - - SANITARY SEWER LINE -WM- - WATER MAIN -BCL~ - BURIED CABLE LINE "orf <s> - ELEVATION \;:~. - ELEVATION "'Hc - HANDICAP ElEC. - ELECTRIC ORB - OFFICIAL RECORDS BOOK . TYP. - TYPICAL PB - PLAT BOOK PG - PAGE COV. - COVERED LB - LICENSED BUSINESS MH - MANHOLE TOB - TOP OF BANK EOW - EDGE OF WATER EOP - EDGE OF PAVEMENT R/W - RIGHT OF WAY FP&:L- FLORIDA POWER &: LIGHT COMPANY A/C - AIR CONDITIONER UNIT LEGAL DESCRIPTION: PARCEL 3: A PORTION OF' n-rE NORn-rWEST 1/4 OF SECTION 28, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF OCEAN AVENUE AS SHOWN ON THE PLAT OF BEVERLY HILLS ADDITION NO.2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 13, PAGE 58, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AIND THE WESTERLY RIGHT OF WAY LINE OF STATE ROAD NO.9 (1-95), A SHOWN ON RIGHT OF WAY MAP SECTION 93220-2412, SHEET NO.3, OF SAID STATE ROAD NO.9; THENCE SOUTH 14' 01' 43" EAST ALONlG SAID WESTERLY RIGHT OF WAY LINE A DISTANCE OF 133.69 FEET; TI-lENCE SOUTH 06' 49' 52" EAST, A DISTANCE OF 145.68 fEET; TI-lENCE NORTH 89' 47' 31" WEST, A DISTANCE OF 71.29 FEET; TI-lENCE NORTH 51' 53' 51" WEST, A DISTANCE OF 60.91 fEET TO THE POINT OF BEGINNING OF THE DESCRIPTION; TI-lENCE NORTH 15' 31'31" WEST, A DISTANCE OF 124.65 FEET; THENCE SOUn-r 87' 13' 49" WEST, A DISTANCE OF 34.00 FEET: THENCE SOUTH 04' 47' 21" EAST, A DISTANCE OF 120.08 FEET: THENCE SOUTH 01' 49' 41" EAST, A DISTANCE OF 353.22 fEET; THENCE NORTH 88' 24' 39" EAST, A DISTANCE OF 52.20 FEET; THENCE NORTH 00' 56' 19" EAST A DISTANCE OF 194.85 FEET; THENCE NORTH 01' 03' 31" WEST, A DISTANCE OF 82.90 FEET; THENCE 05' 56' 11" WEST, A DISTANCE OF 75.49 FEET TO THE POINT OF BEGINNING, BEARINGS !BASED ON RIGHT OF WAY MAP OF STATE ROAD NO.9 (1-95), SECTION 93220-2412, SHEET NO.3. LEGAL DESCRIPTION: ACCESS FOR SIGN MAINTEN,ANCE AND SIGN LOCATION EASEMENTS PARCEL 1: A PORTION OF THE NORTI-lWEST ONE-QUARTER CNW 1/4) OF SECTION 28, TOWNSHIP 45 SOUTI-l, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICUL.ARL Y DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOU'THERLY RIGHT-OF-WAY LINE OF OCEAN AVENUE, AS SHOWN ON THE PLAT OF BEVERLY HILLS ADDITION NO.2, ACCORDING TO 'THE PLAT TI-lEREOF, AS RECORDED IN PLAT BOOK 13, PAGE 58, OF' THE PUBLIC RECORDS PALM BEACH COUNTY, FLORIDA, AND THE WESTERLY RIGHT-OF-WAY OF' STATE ROAD NO.9 (1-95), AND SHOWN ON RIGHT-OF-WAY MAP SECTION 9:3220-2412, SHEET NO.3 OF SAID STATE ROAD NO.9; THENCE SOUll-I 14' 01' 43" EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 133.69 FEET; THENCE SOUll-I 06' 49' 52" EAST A DISTANCE OF 354.38 FEET; THENCE SOUIltI 03. 11' 35" EAST A DISTANCE OF 731.90 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTW.JUE SOUTH 03. 11' 35" EAST, ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 15.03 FEET; THENCE NORTH 89' 477' 31" WEST A DISTANCE OF 45.89 FEET; THENCE NORTH 00' 12' 29" EAST A DISTANCE OF 15.00 FEET TO A POINT; ll-lENCE SOUTH 89' 47' 31" EAST A DISTANCE OF 45.00 FEET TO THE POINT OF BEGINNING. BEARING BASED ON RIGHT-OF-WAY MAP OF STA\TE ROAD NO.9 (1-95) SECTION 93220-2421, SHEET NO.3. PARCEL 2: EASEMENT FOR THE BENEFIT OF PARCEL 1, SUPRA, OVER AND ACROSS THE FOLLOWING DESCRIBED LANDS: A PORTION OF THE NORn-rWEST ONE-QUARTER (iNW 1/4) OF SECTION 28, TOWNSHIP 45 SOUTH, RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: . COMMENCING AT THE INTERSECTION OF n-rE SOUlTI-IERL Y RIGHT -OF - WA Y LINE OF OCEAN A VENUE, AS SHOWN ON THE PLAT OF BEVERLY HILLS ADDITION NO.2, ACCORDING TO 'THE PLAT TI-lEREOF, AS RECORDED IN PLAT BOOK 13, PAGE 58, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, AND ll-lE WESTERLY RIGHT-OF-WAY OF STATE ROAD NO.9 (1-95), AS SHOWN ON RIGHT-OF-WAY MAP SEClTION 93220-2412, SHEET NO.3 OF SAID STATE ROAD NO.9' THENCE , " ' SOUTH 14' 01 43 EAST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF' 1.33.69 FEET; TI-lENCE SOUTH 06' 49' 52" EAST, A DISTANCE OF 354.38 FEET; THENCE: SOUTH OS 11' 35" EAST A DISTANCE OF 746.92 FEET TO A POINT' THENCE , " ' NORTH 89' 47 31 WEST A DISTANCE OF 45.89 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE NORTH 89' 47' 31" WEST A DISTANCE OF 109.19 FEET; THENCE NORTH 01' 28' 48" WEST A DISTANCE OF 410.26 FEET TO A POINT; n-rENCE WITH A CURVE TO THE RIGHT HAlVING A ,RADIUS OF 594.80 FEET. A CENTRAL ANGLE OF 06. 32' 00", AN ARC LENGTH OF 67.82 FEET AND A CHORD BEARING OF NORTH 01' 47' 08" EAST, TO A POINT; THENCE SOUTH 89' 47' 31" EAST 15.05 FEET TO A POINT; THENCE WITH A CURVE TO THE LEFT, HAVING A CHORD BEARING OF SOUTH 01' 50' 59" WEST, A RADIUS OF 579.69 FEET, A CENTRAL ANGLE OF 06' .30' 34", AN ARC LENGTH OF 67.39 FEET; THENCE SOUTH 01' 28' 48" EAST 376.28 FEET; THENCE SOUTH 45' 38' 10" lEAST 27.86 FEET; THENCE SOUTH 89' 47' 31" EAST A DISTANCE OF 75.02 FEET; THENCE SOUTH 00' 12' 29" WEST 15.00 FEET TO THE POINT OF BEGINNING. PARCEL 3: INGRESS-EGRESS EASEMENT (O.R. BOOK 7901, PIAGE 221) FOR n-rE BENEFIT OF PARCEL 2: NOTE: SEE PARCEL 5 THIS SHEET FOR LEGAL DESCRIPTION LEGAL DESCRIPTION PARCEL 5: A NON-EXCLUSIVE ACCESS EASEMENT FOR THE PURPOSE OF INGRESS AND EGRESS BEING SITUATE IN THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 45 SOUTH, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AND DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION FORMED BY THE CENTERLINE OF GRANTOR'S MAIN TRACT WITH THE SOUTHERN RIGHT OF WAY LINE OF OCEAN AVENUE; THENCE SOUTH 89' 47' .31" EAST A DISTANCE OF 4.3 FEET, MORE OR LESS, ALONG THE SOUTHERN RIGHT OF WAY OF OCEAN AVENUE TO THE TRUE POINT OF BEGINNING BEING A SET PCP (PERMANENT CONTROL POINT) NO. 19.30 SAID POINT ALSO BEING THE NORTHEAST CORNER OF PROPERTY CONVEYED BY GRANTOR TO THE FLORIDA DEPARTMENT OF TRANSPORTATION BY DEED DATED 5/11/88 AND RECORDED IN THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, IN DEED BOOK 5666, PAGE 8; THENCE CONTINUING SOUTH 89' 47' .31" EAST A DISTANCE OF 23 fEET, MORE OR LESS, TO A POINT; THENCE IN A SOUTHEASTERN DIRECTION ALONG THE FACE OF CERTAIN WOODEN PLATFORMS ATTACHED TO A ONE STORY METAL FRAME BUILDING, A DISTANCE OF 157 FEET, MORE OR LESS, TO A POINT; THENCE NORTH 89' 47' .31" WEST A DISTANCE OF 3.00 fEET, MORE OR LESS, TO A IR/CAP (IRON ROO & CAP) NO. 1930; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 595.87 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 11' 53' 13" EAST, 127.84 FEET TO A PCP; THENCE CONTINUING ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1080.22 FEET, A CHORD BEARING AND DISTANCE OF SOUTH OJ' 46' 20" EAST, 74.50 FEET TO A POINT ON THE WEST SIDE OF A WOODEN PLATFORM ATTACHED TO A ONE STORY WOOD FRAME BUILDING; THENCE SOUTH 01' 47' 46" EAST A DISTANCE OF 133.10 FEET TO THE SOUTHEAST CORNER OF SAID PLATFORM; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 645.30 FEET, CENTRAL ANGLE AND DISTANCE OF 4' 30' 57", 50.86 FEET TO A PCP SET (FOR A COMBINED DISTANCE OF 386.30 FEET AS SHOWN ON EXHIBIT A-1); n-rENCE SOUTH 82' 04' 11" EAST A DISTANCE OF 3.49 FEET TO A PCP; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 646.30 FEET, CHORD BEARING AND DISTANCE OF SOUTH 09' 13' 01" WEST, 83.15 fEET TO A PCP; THENCE SOUTH 12' 54' 09" WEST A DISTANCE OF 55.07 fEET TO A PCP; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 594.80 fEET, A CENTRAL ANGLE AND DISTANCE OF 14' 22' 57", 149.31 fEET TO A PCP; THENCE SOUTH 01' 28' 48" EAST A DISTANCE OF 11 FEET MORE OR LESS, TO A POINT (FOR A COMBINED DISTANCE OF 298.53 FEET AS SHOWN ON EXHIBIT A-l); THENCE IN A WESTERLY DIRECTION A DISTANCE OF 43 fEET, MORE OR LESS, TO A POINT BEING 43 EAST OF SAID CENTERLINE OF MAIN TRACK; THENCE PARALLEL TO AND 43 FEET FROM SAID CENTERLINE OF MAIN TRACT NORTH 01' .31' .31" WEST A DISTANCE OF 238 FEET, MORE OR LESS, TO A PCP; THENCE NORTH 88' 24' 39" EAST A DISTANCE OF 36.39 FEET TO A NAIL (0.68 FEET EAST); THENCE NORTH 00' 56' 19" EAST, A DISTANCE OF 194.85 fEET TO A POINT; THENCE NORTH 01' 03' 31" WEST A DISTANCE OF 82.90 FEET TO A NAIL (0.15 FEET EAST); THENCE NORTH OS' 56' 11" WEST A DISTANCE OF 75.49 FEET TO A PCP; THENCE NORTH 15' 31' 31" WEST A DISTANCE OF 124.65 FEET TO A NAIL/TAB (FOR A COMBINED DISTANCE OF 477.89 FEET AS SHOWN ON EXHIBIT A-l); THENCE SOUTH 87' 13' 49' WEST A DISTANCE OF 9.49 fEET TO A PCP; THENCE NORTH 01' 31' .31" WEST A DISTANCE OF 116.95 FEET TO THE POINT OF BEGINNING. LEGAL DESCRIPTION: PARCEL 4: A PORTION OF THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 45 SOUTH, !RANGE 43 EAST, PALM BEACH COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS fOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTHERLY RIGHT OF WAY LINE OF OCEAN AVENUE AS SHOWN ON THE PLAT OF BEVERLY HILLS ADDITION NO.2, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 13, PAGE 58, PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA ANID ll-IE WESTERLY RIGHT OF WAY OF STATE ROAD NO.9 (1-95), AND AS SHOWN ON RIGHT OF WAY MAP SECTION 93220-2412, SHEET NO.3 OF SAID STATE ROAD NO.9; THENCE SOUTH 14' 01' 43" EAST ALONG SAID WESTERLY RIGHT OF WAY LINE, A DISTANCE OF 133.69 FEET; THENCE SOUTH 06' 49' 52" EAST A DISTANCE OIF 354.38 FEET; TI-lENCE SOUll-I 03' 11' 35" EAST, A DISTANCE OF 268.24 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE CONTINUE SOUTH 03' 11' 35" EAST ALONG SAID WESTERLY RIGHT OF WAY L1INE, A DISTANCE OF 478.69 FEET; THENCE NORTH 89' 47' 31" WEST, A DISTANCE OF 155.08 FEET; THENCE NOIRTH 01' 28' 48" WEST A DISTANCE OF 410.26 FEET TO A POINT OF CURVE; THENCE NORTHERLY ALONG THE ARC OF THE CIRCULAR CURVE TO THE RIGHT, HAVING A RADIUS OF 594.80 FEET A CENTRAL ANGLE OF 06' 32' 00", AN ARC DISTANCt OF 67.82 FEET; THENCE SOUTH 89' 47' 31" EAST, A DISTANCE OF 136.90 FEET TO TH:E POINT OF BEGINNING, BEARING BASED ON RIGHT OF WAY MAP OF STATE ROAD NO.9 (1-95), SECTION 2412, SHEET NO.3. - ~ c:::I-l E 43 EAST PALM BEACH COUNTY, FLORIDA \.JEST LINE OF SECTION 28, To\.lNSHIP 45 SOUTH RAN~ _ ' - - - - - - - - - - - - NOl031'31""" w .... ()\ ~ ~ I w ~z ~;;: :::!E:::!E I ~~ . <. ,. Q.tO 1. -n r .:: - -It n: I ~~ CI 'f:.. c[ 1...IN) RA] ROAD CROSSlt G R ARMS I ~ z ...... Q: <( W P'=l ~ W ~ :::> V) V) <( w . .... ('1 ~ '<t o 0\ 00 V) ~,~ :> - ~ J~'> '\ - ""'\' \ {':JHEAOWAlL · ~~ - SEABOARD COASTLI N E RAI LROAD g '\~ I L ~LOYv'\LI"'e fL9,5- ~ Lri ~ " \ I \"-48" R.C.P. <>..-l ~ ~ o~ II \ gs I CENTERLINE OF MAIN ~ 5 \ \ \ (I) \ c-.<O" <t.~v --no il :nf':: %-1 :: n :: -It \J~\~ ~~ ~~~(; -n- \l '-N - . :: v I ,,<0(:) 0'" ~ II +",,\cj ~~ (EXISTING RAIL ROAD RIGHT OF \,J~Y <0 10 \ I- 0-. II 10-:' I Ol -- ~t;;);' ry ~<,' ....<0. Q4: II \1- mtl. -' ' 'I.. 2U.'::I co n ,,10' --1 + %: %: " FOUND IRON ROD' + ;;",.. 'j,O?> ~ 292,73' ~ I NO ~1'3nj ~~ ~{~ \ No 10. 0 PARCEL 3 I;l SH '~/8. 54.13' fo~~C~~AR~ F~:;' 'f/" " T l ~ \ \ \ ~iN :!~2m~ CAP 1!; : i~ 26,2;3 SQUARE FEET, 0.602 ACRE +/ - i ;0 IRON ROD WllH CAP 0.927 ACRE!:. ~/- I- \ ';i; II If oJ) , O'?> ~ +~=S lB *2102 ;1 D-6032'OO"~"'1 . ~ ~Q.. II \ SET 5/8" ('1 .~ +'V 8.7 R-594.8?' ~ ,,\1 J rvO-:' \ ~ ~ \ \ q, IRON ROD WITH CAP ~~ _ _ __ ~00056'19"\.J 194.8~ _ '1\0") \110' L-67.82 ~+ I \ f>' \ RlS L8 *2102 I ......CB N 0 0 47' 08" E SET DRILL HOLE + ,NON-EXCLUSIVE ACCESS EASEMENT ~~~t~'ER " '~D:::7.5;;:-~L ~417, .~12o , ~ ~ ORB 7901, PAGE 218. &c ORB 9344, PG 620 _ _ -9-- - - _ _ !1D==7.S0'5 ' (MAP) \ \ -e-::: : .C'~4 07'\{ '!f I 'j,ot:' SET DRILL HOLE D=6'30'34'R=57969' R==59 9 \*.N."07' ~ + D=4030'57" INBROKENCONCREJ} SOl047'46'E L=67.39' . l _ 4.80' \ \ SE:T 5/8" ~t;;}. SET DRill HOLE 0 O'? CB=S 01' 50' 59' I,( C -81.48 \ \ IRON ROD W/rn IN BROKEN CONCRETE R-645.30' 'V. 133.10' + 'V B==N 08. 8\ \RLS La I 2102 CAP D:::7022' ^' L-50,86' + WOODEN DECK q,'?> 5 -, 38' E\ \~ R==646 5,3' 7.22'1' x ,- ..." + ~ ~\ I~ ....q,'? \ l==83.2'lP 6 DEED j..,. 160.0' \ ~ ~ I~+? CB::: S 09.183~'015' DEED ....0)<0 ui ': ~ I" l' \v' + b ONE STORY BUILDING (g. lOW (!; \-;. " \9.'S ci ELEV 25 '1.5 \<111 o. J\ 1M" v F.F.. .OJ Ctl! :\1 ~ ~ BROKEN CONCRETE S89010'30'\O/, 1.00' DEED a z~llolI \~ N 84037'44' \0/, 3.49' lIE \ -" cl ~l \~ . uP ... ~ ~-:i\ G \~ \ D.::l D. ... til \..; ~II~ \ \ 0-1 \~ , 25.0' I \025.0 I fl, OHW t IY Jl>' II II /I If It- /I IT ., , ('') ..-l..-l If)<> -" ~CD ~ (\J\z ....~,,8~~v II ii_ II lL .11_ n'YlI II if t\- -n- Ii lr II n, 18'....... If 7 ' 21"'\'/ \ '::! .....:'Q< ~ \99 F1S'ER OPTIC FOUND NAIL &~0' <o~N04 <> 4. vv ~<? \ )c _'1::8 ~~"i- . _ SIGN &: CAP 4 E .....(j ~~ " . ... 'It -... ' ........ _,.:1 _cn . . I 'j,~ q,'J C}?F-=~:::J- ~ &! -h v ~r)".\)Y b _ ^ 1 =. . ~ -- "EDGE OF PAVEMENT 0' '\ ,.; c~ .- 120,08' ~ eNOl <>31'31/VJ ~ 116,95' '\ u I ~'> SET BENCH: ('1 0.. . oy .-H ~ 5 i' (Y) NAIL & CAP q, ." ~ +'V i0 ... -.;t r-..: ELEV 20 90 ._().~ -?~ 0' N ri'\. ~ <.> 0 tn ., ~J __ +,...!\-lr' / BROKEN ASPHALT PAVEMENT \ 0 <.:l t') 35 +'V __ --.-J .~ FOUND NAIL &: CAP ~ - ~ 1-.. 65.8' 9.7 Z _.- '50'3\"33,(.01:}, s t;;} \'S1'~ -~ z to I j... ....:' I q,C!> __ --- ~\: \'2.4.0'5 6:';' 10 o~~ s~~ v' FIRE ~ (:> I' <-l ' '" ~ FOUND NAIL &: CAP t,l. .;! \:!I.~ ,"00 + HYDRANT ~ 10 . ')\.O;ril _ - ~ #. t POINT OF BEGINNING-PARCEL 3 rn; 1.0 o'? lor'" -- ~ w ~.JZ . , , 'OJ S050'56'l1'( /.<v , SET 5/8" ~ "V __ ' Ww ~ ~...A" SOl 03 3,1 E FOUND NAil 75.49' 1"" D:::\2.0\1'24 IRON ROD WITH CArl + \\'l.a; ~ z::> ~ a::.......... 82.90 & CAP ~t-. ~ \<:::59'5.87; R~S LB 62102 : _ __?' G 'o.:J ti ~ <5 ~W I 3.57'06' SHELL ROCK 0) L-\27.84 3' ( _...- - -otJ\'-O\~ ~~ f'.. a. U D:::, ~,~. - 11053'\ ;.;0-- 'f., w.~\"''- '" 'l:!l.10 a:: SET DRill HOLE \<:::\080,2,2 /l;t co I CB~~ ~ 'f.,f>' f~' ~\.~ . ~ 7 0 IN BROKEN ~ L:::14.50 0 6'20' '1-''1.. ?!J.6 ~011'24' + iEw 0" CONCRETE ~ CB:::'" 03 4 / 1):::\2., .., \"8 a g .... 'f., ::--- I E~5C, \<:::'595.81 ~ '0. Vl CD ..." 16-''''' _)( -- fM'~~~'""t..J Xl L:::\21.81' '52' 'oJ ......-i ~ (I). --- , C\-\,t>.\~ \.I~$ V iB:::'" 5044 (X) ~ 0-3Qt\O I 3&~~ 6 c't. 1I.3 0' W W ~ OF 20' ACCESS & UTILITY ('\j,...... a_OO-OO _ ~:; a. '0 n:.~ ~ 0.0 ~~~!5 EASEMENT ORB 11758, PG 119 ~ :r a_"'3-4'5-'2.,\c~~ +/ ........,j <( '^ . -' ~ V) VJ (]'I $ 00 () 2.9'" ,. I w ~ .., ~ BROKEN f'o-.. ~~~x ,g PARCEL 2 (X) ..('i~O\. ~~'~t't..i,'~-,:' ,,~ ga'- CONCRETE ,.... C\J 111 ~r100 ~o rc z \.. COr- Q.Up.Rt. -'-- \' t\ '3 t- I ...:"" I- CO '1 ~ ~ ElI) 11~~i3 9,289 . SQUAR. E FEET (0 NPP ?>P.~C\'2.,9-O'5 S S \ b/ G I.J cd ~ :s a.. an ~ CELL J ~8 0.213 ACRE +/- ~ 19917' '3 b 9' R/~ \..\\-\'t. s ~ <.> ~ Q. N <r "..t V) OTOWER JJI is g~<? 604 9"52''oJ 125.11' -.' \'3' ~Si't.~~\'t.\) (>..CC"-S I ~ ~ :J ~ g : BROKEN CONCRETE r.: b~ NO . ~.7 \_95 I a. ~ 0 ",t;;}'?> C'l IJ'J n....-:. dfP . .~ 30.21' I POINT OF BEGINNING PARyEL 2 I <; Od ~ a 5 ~ 208.10' + ~OHW , POINT OF BEGINNING I 149.40 DEED I at'). ~ ~:J - ~ L I TOWER EASEMENT SET 5/8" .. ~ - z.J Vl 3: 0 ~ v~ , ~~S06 <> 49'52"( . I ORB 11758, PAGE 119 Wl~\~O~~~~ CAP. I ~~ ~ ~~ a:: .~ 54 38'" ~ I a Q. z :::I' .;0"- SET 5/8" 3. I 274.17' D)EED I <.>" ~ ~ x ~ IRON ROD WllH CAP POINT OF BEGINNING PARCEL 1 I.&. N <.>....... >- ~ RlS lB N 2102 I a cd l.X ~ ~ < 749.06' DEED I ~ () ffi li ~....... \oIESTERL Y R/\.J LINE, PROPOSED LIMITED ~ I ~ ~ lz: ~ ~ ~ ACCESS RIGHT OF \,JAY S.R. NO.9 <I -95), AS - SHO\olN ON S.R. NO.9 SECTION 93220-2413, PAGE 3 ~ 8 't>v t;;}~ ~ "\ ::_ nY 11- TRACK ~ II II 1\ II II II II 11 II II 11 ~:" '" + 11 II II II -II 353,22' /I II II II HlI II \'O.~ "i- II II ~~I N01<>49'41/V/ <0' " + II lr --fl II II II II II ,I II /I -II \I II II. II II II II ,II /I \I \1- /I /I II II II II \ \ l1::::-:- ~= rr + 01:). :l w :J Z ~I <( SOl.28'48'E 410.26' .. 15' ACCESS F8R SIGN MAINTENANCE <ORB 9344, PG 620) q, " 6' CHAIN LINK fENCE {>' _ - - - -4>' - - - ---3=": + --; - 376.28' S 01.28'48' E o. +'V - <0) " + - {",<;J <Q T 1~ \<ML \<OI-\1f "'1-\'< LlN( OF '" ,,\ x 15.3 89' v' \~ 347. ~ + L" 08043'\0 il.O 9,971 SQUARE FEET, 0.228 ACRE \d i RIGI..\1 10 ",('oJ (1-\$ "ry' SET S/8- 1 q, + <0 IRON ROD WITH CAP . v' ",0' RlS LB 12102 -'- +.~ ...... ~ ~~ .~ --- -- i:'v- - (:'\ <p i>~ ~4~ b- ~ J Ih:" I ~ f"' . ..,. f~ 0--10-- co )co Z l) (I) ~ j'~ ~ '110 C!> .... 4~~ 15.00' N 00.12'29' E q, w q,' ~- . IE +" <z -1J- co <.:l ~o~ ffi in ~~1 5 o'P +'V q, q,' " + o'? +'V .... ..... 'j, + .. .. v . .- "'l BLOCK WALL ^t;;}. CONCRETE ~ ^ 12.4' 34.8' 133.4; 5.0' ONE STORY BUILDING F.F. ELEV. 21.61 121. 7' CONCRETE..... ,'l-\~ 'OJ FOUND NAIL & CAP .... V' + "v ..... +'" ~ ? ~. ...., ",g; ('10 I"-D , 0\ Sl!3 r-.. . J! '<t\O o ('1 ~.... 00 z ':.t c-l v , "i- '2.0.9 PARCEL 1 "q,'? 44970 SQUARE FEET, 1.032 ACRES + ' N030ll'35'\.J 268,24' ru.. 196.10' WPP PARCEL 4 70,597 SQUARE FEET, 1.620 ACRES +/- .... o. +'V ~~ OHW --;::;:r OHW -u.. wPP ~ ^ ~ -- ~ 478.69' \EXISTING 6' CHAIN LINK FENCE 15.2HD~8RIS AND DIRT PILE 5.03' ^ 746,93' ;.'" '- W Z ~ -- L POINT OF BEGINNING PARCEL 4 - SIGN LOCATION (ORB 9344, PG 620) :::c o I- <( 2 +/- q,'? " + ^ OHW OJ' " -'h OHW OHW t;;) ..... +'j, .... ?-?-.\ ,-- I( 1 \ 1 \ \ <o~ ~,Q;;' I CA TCH BASIN GRATE ELEV. 18.65 51 ATE ROAD NO. \N1ERST ATE 95 " ;"" . OHW .'\.. 731.90' S03<>11'35"E SET 5/8" I IRON ROD WITH CAP RlS LB N 2102 I I POINT OF BEGINNING PARCEL 4 9 11 10 9 8 7 5/12/06 FIELD 10/07/05 9/26/05 FIELD 8/15/05 FIELD 9/25/03 ADDED PAINTED FORCE MAIN LINE, HEADWALL, CB, FH & CABLE LINE (FBL768/1O) REVISE EASEMENT DESCRIPTION PER ORB 9.344, PG 620, UPDA TE . CERTS. ADDEO SOUTHERLY TRACT TO SURVEY - FB L750/63 UPDA TED SURVEY WITH TOPO UPDA TED SOUTH END PARCEL ONLY TO SHOW EXISTING SIGN PARCEL & NEW R/W LINE FOR R.R. (NO CONST. WITHIN PARCEL 4, CONST. DOES NOT ENCROACH ON EASEMENT OR SIGN (FB 683/74) REVISED SIGN TRACT & ACCESS REVISED SIGN TRACT & ACCESS ADDED SIGN TRACT & ACCESS PARCEL 4 UPDA TED SURVEY UPDA TED SURVEY, REV. ACCESS LEGAL (FB .395/22) UPDA TED SURVEY (FB 420/37 - 54) REVISIONS SKM SKM SKM SKM IN DE X: SHEET 1 or 2 - NORtTHERN PORTION or SURVEY SHEET 2 or 2 - SOUJTHERN PORTION or SURVEY SHEET I OF 2 J,)e Tucker SURVEY OF PROPERTY DESCRIBED HEREON LB 2102 '~~L LAM> ~ Sl/IIi'lC!f:WS DRAWN BY: REVISED: 6 5 4 3 2 1 NO. 9/04/96 4/25/96 2/06/96 8/31/95 4/25/94 10/0~/92 DATE BY 219 S.E. 23RD AVENUE P.O. BOX 759 BOYNTON BEACH, flORIDA 33435 SCALE: 1":: 40' -- fiELD DATE: 10/31/89 I RICHARD L. SHEPHARD and Associates I RICHARD Lo SHEPHARD AND ASSOCIATES P/Jot1e: Boca ~561~ 391-4-388 8oyntoln 561 737-6546 FAX 561 734-7546 420 PAGE 37 & 54 DRAWING NUMBER M89-10-068 fiELD BOOK LEGAL DESCRIPTION: PARCEL 117 - ORDER OF TAKING A PORTION OF TRACTS 11 AND 12, SECTION 28, TOWNSHIP 45 SOUTH, RANGE 43 EAST, AS SHOWN ON SUBDIVISIONS OF PORTIONS OF TOWNSHIP 45 AND 46 SOUTH, RANGE 43 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 4 OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28; THENCE NORTH 01 DEGREES 57 MINUTES 11 SECONDS WEST, ALONG A PORTION OF THE WEST LINE OF SAID SECTION 28, A DISTANCE OF 2626.53 FEET: THENCE NORTH 89 DEGREES 32 MINUTES 49 SECONDS EAST, ALONG A PORTION OF THE SOUlrH LINE OF SAID TRACT 12 AND THE WESTERLY EXTENSION THEREOF, A DISTANCE OF 142.14 FEET TO THE POINT OF BEGINNING: THENCE NORTH 08 DEGREES 28. MINUTES 39 SECONDS WEST, A DISTANCE OF 21.60 FEET: THENCE NORTH 09 DEGREES 26 MINUTES 32 SECONDS WEST, A DISTANCE OF 303.25 FEET TO THE EAST RIGHT-OF-WAY LINE OF THE C.S.X. RAILROAD AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAP, SECTION 93220-2403, SHEET 41 OF 75; THENCE NORTH 01 DEGREES 55 MINUTES 54, SECONDS WEST, ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 733.97 FEET, THENCE SOUTH 09 DEGREES 08 MINUTES 56 SECONDS EAST, A DISTANCE OF 347.91 FEET: THENCE NORTH 89 DEGREES 46 MINUTES 53 SECONDS EAST, A DISTANCE OF 6.40 FEET: THEINCE SOUTH 09 DEGREES 21 MINUTES 02 SECONDS EAST, A DISTANCE OF 293.18 FEET: THENCE SOUTH 09 DEGREES 26 MINUTES 32 SECONDS EAST, A DISTANCE OF 389.66 FEET; THENCE SOUTH 08 DEGREES 28 MINUTES 39 SECONDS EAST, A DISTANCE OF 36.54 FEET TO SAID SOUTH LINE; THENCE SOUTH 89 DEGREES 32 MINUTES 49 SECONDS WEST, A DISTANCE OF 100.99 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN THE CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA AND CONTAIN 69,479 SQUARE FEET (1.595 ACRES) MORE OR LESS. BEARINGS ARE BASED ON THE EAST RIGHT-OF-WAY LINE OF THE C.S.X. RAILROAD AS SHOWN ON FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY MAP, SECTION 93220-2403, SHEET 41 OF 75, BEARING NORTH 01 DEGREES 55 MINUTES 54 SECONDS WEST. ~.~ -- w~ ,,~ . I\) Ul. Ul~ - ~ ~ <:) I ~-~=1r-\\--- n-- -=n:=:- ~ -'I- --'a- It! --U-- -'I- ~1.> 36.53' DEED I a i'l J~6,6 7' CALC, .~ / -=> fOUND 5/S" i-IRON ROD WITH CAP LB # 271 LEGAL DESCRIPTION: A PARCEL OF LAND IN THE NORTHWEST ONE-QUARTER (NW 1/4) OF SECTION 28, TOWNSHIP 45 SOUTH, RANGE 43 EAST, CITY OF BOYNTON BEACH, PALM BEACH, COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY LINE OF "OCEAN AVENUE", AS SHOWN ON THE PLAT OF "BEVERLY HILLS ADDITION NO.2", AS RECORDED IN PLAT BOOK 13, PAGE 58, OF THE PUBLIC RECORDS IN PALM BEACH COUNTY, FLORIDA AND THE WESTERLY RIGHT-OF-WAY LINE OF THE ACCESS RIGHT-OF-WAY OF "STATE ROAD NO.9" (1-95), AS SHOWN ON THE RIGHT-OF-WAY MAP OF STATE ROAD NO.9. SECTION 93220-2412, SHEET NO.3; THENCE SOUTH 14 DEGREES 01' 43" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 133.69 FEET; THENCE SOUTH 6 DEGREES 49' 52" EAST CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 19.97 FEET; THENCE NORTH 89 DEGREES 47' 31" WEST, A DISTANCE OF 82.28 FEET TO A POINT ON A CURVE: THENCE SOUTHERLY ALONG THE ARC OF A CURVE WHOSE CHORD BEARS SOUTH 11 DEGREES 53' 13" EAST. HAVING A RADIUS OF 595.87 FEET, A CENTRAL ANGLE OF 12 DEGREES 17' 32", AN ARC DISTANCE OF 127.84 FEET TO A POINT OF INTERSECTION WITH A LINE 274.17 FEET SOUTH OF AND PARALLEL WITH SAID SOUTHERLY RIGHT-OF-WAY LINE OF "OCEAN AVENUE"; THENCE SOUTHERL Y ALONG THE ARC OF A CURVE TO THE RIGHT WHOSE CHORD BEARS SOUTH 03 DEGREES 46'20" EAST, HAVING A RADIUS OF 1,080.22 FEET, A CENTRAL ANGLE OF 03 DEGREES 57' 06", AN ARC DISTANCE OF 74.50 FEET TO A POINT OF TANGEI~CY: THENCE SOUTH 01 DEGREES 47' 46" EAST, A DISTANCE OF 133.10 FEET TO A POINT OF CURVATURE: THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 645.30 FEET, A CENTRAL ANGLE OF 04 DEGREES 30' 57", AN ARC DISTANCE OF 50.86 FEET TO A POINT; THENCE SOUTH 82 DEGREES 04' 11" EAST, A DISTANCE OF 3.49 FEET (SOUTH 89 DEGREES 10' 30" WEST, 1.00 FEET DEED); THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE TO THE RIGHT WHOSE CHORD BEARS SOUTH 09 DEGREES 13' or" WEST, HAVING A RADIUS OF 646.30 FEET, A CENTRAL ANGLE OF 07 DEGREES 22' 16", AN ARC DISTANCE OF 83.15 FEET TO A POINT OF TANGENCY; THENCE SOUTH 12 DEGREES 54' 09" WEST, A DISTANCE OF 55.07 FEET TO A POINT OF CURVATURE: THENCE SOUTHWESTERL Y ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 594.80 FEET, A CENTRAL ANGLE OF 14 DEGREES 22' 57", AN ARC DISTANCE OF 149.31 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01 DEGREES 28' 48" EAST, A DISTANCE OF 410.26 FEET TO A POINT OF INTERSECTION WITH A LINE 749.06 FEET SOUTH OF AND PARALLEL WITH SAID SOUTHERLY RIGHT-OF-WAY LINE OF "OCEAN AVENUE"; THENCE SOUTH 89 DEGREES 47' 31" EAST ALONG SAID PARALLEL LINE, A DISTANCE OF 155.08 FEET TO A POINT OF INTERSECTION WITH SAID WESTERLY RIGHT-OF-WAY OF "STATE ROAD NO.9" (I-95); THENCE SOUTH 03 DEGREES 11' j5" EAST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 711.83 FEET TO A POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID NORTHWEST ONE-QUARTER (NW 1/4) OF SECTION 28, TOWNSHIP 45 SOUTH, RANGE 43 EAST; THENCE SOUTH 89 DEGREES 57' 29" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 219.29 FEET TO A POINT OF INTERSECTION WITH A LINE OF 43.00 FEET EAST OF AND PARALLEL WITH THE CENTERLINE OF THE MAIN TRACK OF THE "SEABOARD COASTLINE RAILROAD", AS SHOWN ON SAID "STATE ROAD NO. 9" (I-95) RIGHT-OF-WAY MAP: THENCE NORTH 01 DEGREES 31' 31" WEST ALONG SAID PARALLEL LINE, SAID LINE ALSO BEING 100.00 FEET EAST OF THE WEST RIGHT-OF-WAY LINE OF THE "SEABOARD COASTliNE RAILROAD", AS SHOWN ON THE PLAT OF "WOOLBRIGHT PLAT 1", AS RECORDED IN PLAT BOOK 67, PAGES 47 THROUGH 49 OF SAID PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA, A DISTANCE OF 1,.348.39 FEET; THENCE NORTH 88 DEGREES 24' 39" EAST, A DISTANCE OF 36.39 FEET: THENCE NORTH 00 DEGREES 56' 19" EAST, A DISTANCE OF 194.85 FEET; THENCE NORTH 01 DEGREES 03' 31" WEST, A DISTANCE OF 82.90 FEET; THENCE NORTH 05 DEGREES 56' 11" WEST, A DISTANCE OF 75.49 FEET; THENCE NORTH 15 DEGREES 31' 31" WEST, A DISTANCE OF 124.65 FEET; THENCE SOUTH 87 DEGREES 13' 49" WEST, A DISTANCE OF 9.49 FEET; THENCE NORTH 01 DEGREES 31' 31" WEST, A DISTANCE OF 116.95 FEET TO A POINT OF INTERSECTION WITH SAID SOUTI-lERLY RIGHT-OF-WAY LINE OF "OCEAN AVENUE": THENCE SOUTH 89 DEGREES 47' 31" EAST ALONG SAID SOUTHERLY RIGHT-OF-WAY, A DISTANCE OF 115.09 FEET TO THE POINT OF BEGINNING. SAID LANDS SITUATE IN THE CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA. CONTAINING 219,245.3 SQUARE FEET/5.0332 ACRES. MORE OR LESS. SUBJECT TO EASEMENTS, RESTRICTION, RESERVATIONS, COVENANTS, AND RIGHTS-OF-WAY OF RECORD. PARCEL CONTROL NUMBER: 08-43-45-28-00-'000-3120 NOTE: THE BEARINGS IN THE ABOVE LEGAL DESCRIPTION ARE ON A DIFFERENT BEARING BASIS THAN THE SURVEY SKETCH. PARCEL CONTROL NUMBER: 08-43-45-28-00-000-3050 08- 43- 45- 28-00- 000-31 00 08-43-45-28-00-000-3070 08-43-45-28-00-000-3040 ADDRESS: 518 W. OCEAN A VENUE BOYNTON BEACH, FL 516 W. OCEAN A VENUE BOYNTON BEACH, FL OCEAN A VENUE BOYN TON BEACH, FL 514 \tV, OCEAN AVENUE BOYNTON BEACH, FL LESS AND EXCEPT THEREOF PARCEL 117 - ORDER OF TAKING NOTES: 1. THE CENTERLINE OF OCEAN AVENUE IS THE ASSUMED BEARING BASIS SOUTH 89' 47' 31" EAST. ALL OTHER BEARINGS ARE RELATIVE THERETO. 2. THE SUBJECT PROPERTY LIES IN FLOOD ZONE "C", ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR THE CITY OF BOYNTON BEACH, FL. PALM BEACH COUNTY, COMMUNITY - PANEL NUMBER 120196 0003 C, MAP REVISED: SEPTEMBER 30, 1982. 3. BENCH MARK REFERENCE: PALM BEACH COUNTY BRASS DISK IN CONCRETE STAMPED "INDUST", ELEV. 21.132. 4. SUBJECT PROPERTY AREA: 294,997 SQUARE FEET PLUS TRIANGULAR TRACT 6028 SQUARE FEET, TOTALS 301,025 SQUARE FEET, 6.910 ACRES MORE OR LESS. THE ATTORNEYS' TiTlE INSURANCE FUND, INC. TITlE COMMITMENT NO. CF 1530686, EFFECTIVE DATE 3/30/05, 11: 00 P.M., SCHEDULE B-II, HAS BEEN REVIEWED AS FOLLOWS: ITEMS 1-5 - STANDARD EXCEPTIONS ITEM 6 - RESERVATIONS IN FAVOR OF THE STATE OF FLORIDA DEED BOOK 964, PAGE 668 - NOT DEPICTED. ITEM 7 - COVENANTS, CONDITIONS AND RESTRICTIONS ORB 2089, PAGE 1648 - APPLIES TO PARCEL 1 - NOT DEPICTED. ITEM 8 - PERPETUAL DRAINAGE EASEMENT, ORB 3464, PAGE 316 AND ORB 3474, PAGE 1930 - APPLIES TO PARCEL 1 - DEPICTED. ITEM 9 - EASEMENT TO FLORIDA POWER AND LIGHT COMPANY, ORB 10793, PAGE 1038 - BLANKET EASEMENT APPLIES TO PARCEL 1 AND PARCEL 5 - NOT DEPICTED. ITEM 10 - MEMORANDUM OF LEASE AGREEMENT ORB 11323, PAGE 1605 - APPLIES TO PARCEL 5 AND PARCEL 1, MODIFIED IN ORB 11758, PAGE 114 APPLIES TO PORTION OF PARCEL 2, TOGETHER WITH NON-DISTURBANCE AND ATTORNMENT AGREEMENT, OR8 11758, PAGE 102 AND ORB 11758, PAGE 109 APPLIES TO PORTION OF PARCEL 2 (NOTE: PORTION OF SAID PARCEL 2 BEING THE COMMUNICATIONS TOWER EASEMENT PROPERTY AND ACCESS & UTILITY EASEMENT -SEE ITEM 11)~ NOT DEPICTElJ ITEM 11 - COMMUNICATIONS TOWER EASEMENT AGREEMENT, ORB 11758, PAGE 119, EASEMENT PROPERTY AND ACCESS AND UTILITY EASEMENT LYING WITHIN PARCEL 2 WITH RIGHT TO UTILIZE NON-EXCLUSIVE ACCESS EASEMENT DESCRIBED IN ORB 7901, PAGE 218 (PARCEL 5) - DEPICTED; MORTGAGE TO BANK OF AMERICA ORB 12922, PAGE 483; AS ASSIGNED TO LASALLE BANK NATIONAL ASSOCIATION ORB 16554, PAGE 125 AND UCC FINANCING STATEMENT, ORB 12922, PAGE 508 - NOT DEPiCTED. ITEM 12 - ASSIGNMENT OF GROUND LEASE, ORB 11758, PAGE 130 APPLIES TO THE COMMUNICATIONS TOWER EASEMENT AND ACCESS & UTILITY EASEMENT WITHIN PARCEL 2, WITH RIGHT TO UTILIZE NON-EXCLUSIVE ACCESS EASEMENT ORB 7901, PAGE 218 (PARCEL 5)-NOT DEPICTED ITEM 13 - NOTICE OF COMMENCEMENT RECORDED IN ORB 17602, PAGE 1795 APPLIES TO PARCEL 1 - NOT DEPICTED. ,~ _ _ -1 ( ~~ II ) SOUTHVEST CORNER OF SECTION 28 2626.53' DEED II II ~ g I~ ~ (:) rH ~ [1tj II I II II I II I \. THE ATTORNEYS' TITlE INSURANCE FUND, INC. TiTlE COMMITMENT NO. OPM-1548234, EFFECTIVE DATE 5/28/98, 8: 54 P.M., SCHEDULE B, HAS BEEN REVIEWED AS FOLLOWS: ITEMS 1-6 - STANDARD EXCEPTIONS ITEM 7 - MORTGAGE ITEM 8 - EASEMENT CONTAINED IN ORB 7901, PAGE 218 ITEM 9 - RESTRICTIONS, CONDITIONS, RESERVATIONS, EASEMENTS AND OTHER MATTERS CONTAINED ON THE STATE ROAD NO.9, AS RECORDED IN ROAD PLAT BOOK 6, PAGE 151, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FL. - NOT DEPICTED ITEM 10 - RIGHT OF OCCUPANCY AGREEMtNT ORB 5445, PAGE 905 - NOT DEPICTED ITEM 11 - RIGHT OF OCCUPANCY AGREEMENT ORB 5666, PAGE 1799 - NOT DEPICTED ITEM 12 - SUBJECT TO LIEN - NOT DEPICTED POINT OF BEGINNING PARCEL 117 - R/W FOUND 5/8" IRON ROD No 1.0. W '-J TAKING ~ ~ ~! (I) o C -l :c r ...... z rTJ o ..., -l :c rTJ Z :E:: I-" '-.J '-.J <:) '-.J , (I) I\) 00..... \O~ .1\) Ul\O " - Ntj \OrTJ ~rTJ :E::tj ..,., 1-1 I'l r tj FOR THE BENEFIT OF: (I) CORAL CAPITAL PALM BEACH, LLC (II) GREENSPOON MARDER, P .A, (iii) LAWYERS TITLE INSURANCE CORPORATION (Iv) MICHAEL C. DeSIMONE (v) RBC CENTURA BANK ~ " ~ o ..., (I) rTJ n -l ...... o z I\) 00 '-J (T\ CJ CO \. LEG END: WPPCQ, - WOODEN POWER POLE @ _ STORM DRAIN MANHOLE CPP 0 - CONCRETE POWER POLE R\ CLP 0 - CONCRETE LIGHT POLE ~ - SANITARY SEWER MANHOLE LP x:x _ LIGHT POLE ~ - FIRE HYDRANT c:8J - SEPTlC TANK WMD - WATER METER 181 - AS NOTED wv -v- - SIGN ~ - WATER VALVE CB ~ _ CATCH BASIN [><J - GATE VALVE i1i - STORM INLET l@ - WELL <t - CENTER LINE -v-v- - BACK FLOW PREVENTER /1 - SURVEY TRAVERSE POINT F.F.. - FINISHED flOOR R - RADIUS A - ARC LENGTH L - ARC LENGTH 61 - DELTA D - DELTA T - TANGENT PC - POINT OF CURVATURE PlT - POINT OF TANGENCY PCC - POINT OF COMPOUND CURVE CB - CHORD BEARING TB3 - TANGENT BEARING C<ONC. - CONCRETE ORB - OFFICIAL RECORDS BOOK TYP. - TYPICAL PB - PLAT BOOK PG - PAGE COV. - COVERED LB - LICENSED BUSINESS MH - MANHOLE TOB - TOP OF BANK EOW - EDGE OF WATER EOP - EDGE OF PAVEMENT R/W - RIGHT OF WAY FP&L- FLORIDA POWER & LIGHT COMPANY A/C - AIR CONDITlONER UNIT - x - - CHAIN LINK FENCE - 0 - - BOX WIRE FENCE - II - - WOODEN FENCE - OHW - - OVERHEAD POWER LINE -55- - SANITARY SEWER LINE -WI/,- - WATER MAIN -BCL~ - BURIED CABLE LINE ,t:l'tS> - ELEVATlON ~ ,Q' - ELEVATION "Hc - HANDICAP ELEC. - ELECTRIC w ... 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"''''''''~~'';::'!''''''~~' LOCATION MAP _____ _ -- -~-~~-~--'i-t-- (NOT TO SCALE) ~~ / ~0 V@~ ; - ~-ru. \-lEST LINE OF SECTION 281 To\-lNSHIP 45 SOUTH RANGE 43 EAST 1 PALM BEACH COUNTY 1 FLORIDA w Z ....J SEABOARD COASTLINE RAILROAD I () I- <( 2 b o .... II II I\-: Jl II II * II II II II II II --H II II II II -11 II II , II. II II .\1 II II II II II II H- II II II II II II II II 11ft lID II II -It II II II II I~ II II II II II II II II II II II II II II n -t' SET !l/e" IRON ROO WITH CAP RLS....:s ~'02 _ _ _ _ _ _ _'_ __ '-________1348.391 ~EED.!~1.31'3~ 'W ___________~~ ~ 733.97' DEED -r- ~>-- 1"\ J 10 N 8 9 0 4 7 ' 3 , W + ...,=,~ 1Q"? 6.40 -........... n"O' +' ~ -1:,.-:- """'I :;;Ih /~ FOUND !l/8" IRON ROD (DISTURBED) OFF SET 6.4' EAST 322.14' NOl031'3r'\J 6,028 SQUARE FEET, 0,138 ACRE +/- ",' or \,JA'< ROAD RIGHI \,J A'< I AI<ING P AR~:~\l:;~;~~: P~~Ca~;;~~5_ZS_00-000-31Z0 (0 NU\o\BE,R! 0 PARCEL CON1R~~i INCL\JDE.~ -Ir- - DEED 5' DEED 303.2 CULA1ED 303.45' CAL - ~\\- ~ <<! ~ ,=,CP Vl. +- 1Q'Y +' 3 82' fIELD 29 I 21.60' DEED 21.9' CALC. 293.18' ........ z~ ~~ ~ ~~ (")00 . Vl ' <:) a. ". ~A 0:: . ""'\() ~- O~ o-,~ -t' LL I"') 00 0... Vl 0) (I) co ~~~ Z ~BB ~ '" <( .... w,w ~ lD ~ .... LL -t' <( _____ O...JZ .____. I-tjl=! ~-~ ~o::~ 0<(<( a.a.:::!1: '='--:. +- - - . -,.'" f WPP -- 1Q'Y +' fIELD DEED FOUND 5/8" IRON ROID WITH CAP LB #271 389.567~, '=' 389. fl'}' ...." r\-' 1Q'Y +' '=' .D-~' ~ J: o ~'Y .p; :';,'Y +" 80,552 SQUARE FELT, L~"~9 ACRES }./- :';,--:. +" .-0- o1f~~ co ~: :';,~ +" ~'Y v: ~'Y .pi ~--:. .p; ~"? .pi ~"? v: I r.pp ....U\/oI , vr,,, i-....~5.03 1-'" ~'- FOUND !l/e" IRON ROO WITH CAP RLS La '2102 w Z ....J I () I- <( 2 711.83' DEED 712.40' FIELD '- FOUND 5/8" IRON ROD No 1.0. BOUNDARY SURVEY I HEREBY CERTIfY THAT THE SKETCH SHOWN HEREON IS A TRUE AND CORRECT REPRESENTATION Of' A SURVEY MADE UNDER MY DIRECTION, AND THAT SAID SURVEY IS ACCURATE AND CORRECT TO THE BEST Of' MY KNOWLEDGE AND BELIEf'. THERE ARE NO APPARENT GROUND ENCROACHMENTS, UNLESS OTHERWISE SHOWN AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORiH BY THE FLORIDA BOARD Of' PROFESSIONAL s,zRVEYOR AND MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTES AND CHAPTER 61G17-6 Of' THE FLORIDA ADMINISTRATlV ODE. DATE 5/IZ/Ob "~~~ ~/7 ~~/ , , /" }/t15"Er:'/!jIf, T(/~~€~ 32~5 l/ REGISTERED SURVEYOR NO. PROPERTY SHOWN HEREON HAS NOT BEEN ABSTRACTED BY SURVEYOR FOR RIGHTS-OF-WAY, AND/OR EASEMENTS Of' RECORD; ElEVA- TIONS SHOWN HEREON ARE BASED ON N.G.V. DATUM UNLESS OTHERWISE NOTED; ALL PROPERTY CORNERS ARE IRON ROD WITH CAPS, UNLESS OTHERWISE NOTED; FOUNDATION Of' EXISTING BUILDINGS LYING BELOW SURfACE NOT LOCATED, BEARINGS AND/OR ANGLES SHOWN HEREON ARE BASED ON RECORD PLAT OR DEED CALLS UNLESS OTHERWISE NOTED. MEASUREMENTS MADE IN ACCORDANCE WITH UNITED STATES STANDARD. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL Of' A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING OR SKETCH IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. COPYRIGHT@2005 BY RICHARD L. SHEPHARD & ASSOCIATES, INC. - ALL RIGHTS RESERVED 6 5 4 3 2 1 NO. /z 8/Z5/tJ~ NO. 'DA TE Af)/)$~ A/;47E~_~../~4' REVISIONS BY 9 STATE ROAD NO. \NTERST ATE 95 11 10 9 8 7 5/12/06 FIELD 10/07/05 9/26/05 FIELD 8/15/05 FIELD 9/25/03 SHEET 2 OF 2 ADDED PAINTED FORCE MAIN LINE, HEADWALL, CB, FH & CABLE LINE (FBL768/10) REVISE EASEMENT DESCRIPTION PER ORB 9344, PG 620, UPDA TE CERTS. ADDED SOUTHERLY TRACT TO SURVEY - FB L750/63 UPDA TED SURVEY WITH TOPO UPDA TED SOUTH END PARCEL ONLY TO SHOW EXISTING SIGN PARCEL & NEW R/W LINE FOR R.R. (NO CONST. WITHIN PARCEL 4, CONST. DOES NOT ENCROACH ON EASEMENT OR SIGN (FB 683/74) REVISED SIGN TRACT & ACCESS REVISED SIGN TRACT & ACCESS ADDED SIGN TRACT & ACCESS PARCEL 4 UPDA TED SURVEY UPDA TED SURVEY, REV. ACCESS LEGAL (FB 395/22) UPDA TED SURVEY (FB 420/37 - 54) REVISIONS SKM SKM SKM SKM IN DE X: SHEET 1 Of' 2 - NOIRTHERN PORTION Of' SURVEY. SHEET 2 Of' 2 - SQIUTHERN PORTION Of' SURVEY LB 2102 SURVEY OF PROPERTY DESCRIBED HEREON Joe Tucker ~;t~~~s RICHARD L. SHEPHARD andf Associates 9/04/96 4/25/96 2/06/96 8/31/95 4/25/94 10/05/92 DATE SCALE: 1" = 40' FIELD DATE: 10/31/89 DRAWN BY: REVISED: RICHARD L. SHEPHARD AND ASSOCIATES Phone}: Boca Boynt:on FAX 219 S.E. 23RD AVENUE P.O. BOX 759 BOYNTON BEACH, FLORIDA 33435 {561) 391-4388 561) 737-6546 561) 734-7546 PAGE 37 & 54 DRAWING NUMBER M89-10-068 f'IELD BOOK 420 BY .....).. ,- )..... .,1.-1 c_. , . \ ,~.,.:; f I -;? 'I .....,) lo ,~7 C1CI2~S In - --...., ..L. -LJ-L .1.1 'I - l'\Jorth ~ "~;~~~ARTIAL SITE PLAN _ ! f '-48" ReI' ~. ..1J .-11. .-1/ ,U.JLJ'J:=:- .JL. .-.1J:._...Jl_. -. jl-'-:1I-. :..i/-' .--it. ;::::H'-=-ij-'Jr'~:rr-'-:Jr'-: II Uu i' FIBER oPnc _ ~ ~ CI C, .t. 'T)K I I ~ .-11 .--11 . .IL. .U-.---1L-:..;r. IT' 1r . JL . 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'LT 't~ 6(11 )( ~ W) i CENTRAL BUlL ~~ ~ I I ++. I \ g2R- - to h sejOffice ---'I CROSSWALK,PAVEMeNt "-lAID :: V"'~R;:Ii'- ~ REAL ESTATE SIGN I A1 FFE.' 22.0 NGVD 1/ r-~. ~- I '61..0' J ~6-6 I'- ~ "', Industrialo/WareBuilo~ding Height r- I MARKINGS. REFER TO M 1rJ'T T~ l SEE DETAL PN LA ~ I ~ _t-. I I ""I L I I >. I CIVIL Docs FOR I ,'-., .4. 1 1 1,1 i. SHEET AO.2 1 1M rune -r · /2'l , / t 6" MaX11Ilum e) I <p @,;:. I"),~-;;...,. 1 , r !'!> _ I I-Story w ezza I ~ 't, jlf'I'I~-f'IJ ".e. .L..b.i:-,........, I i -- ~- 000 sf Mezzanin I> "o...-::t " DETAILS 6TYP) , ... $:~) .,;: J ',...'[/" DE:NOTE:S 2,:>'r-O" SITE::) I fL: '" I j F ( Id 7 ---'I I=')> r \ :-nJq .J I '~"~i.'."'tw .'" """.,w", A ~ i Indus trialjWarehouse 0 J1~e r- -: -" T 1'.k.) iL.- A 59,327 S mc C' i ding 4 H C) I . I ~ \.. 'il :l '" 'f. r~ L/;1 %t~ "?".l~~~'~t!,~M"'~i:(!'"'i'1j'''1r: )-,.".,,~ \ TR ~NGL~ .-J'~ ~ ~ ~ ~, __a:, -; - . ~J" "L ximum Building Height I+-, ~-+-~~ A i L----- I ~ 97 Stalls mc u r- I@@J.. T/?l "-~/\j:':' . ,':1":.;'il:Y .'.' /~ ~/ "~~11j, Ji= __:_ ~~'__ -+----__~ ~L i _ J{. ~ I _ ENlPTES STOP eAR n ~ ~ 343 .-Q.12~2~SF-~' CIOncld 5 500 sfMezz.) II ! --I I ~IJf'0X,lJ OLM,-,: I ---'I I w 'i'!"/ w'<;' '~/r: ---K;""'-~_ l'{ A~:~ 6- ~ ~ -1-...17 /I '1 I[---_r PAV! ME:Nr MARKiNGS I I , . '0 I"J'"I I, 5 '^RATtOi~\3:__._ I I,. . .L '-+rtW~1 ,",,; ,;"''ii._ /~iV /~~/I,';; 'I. _, I... '" _ C~Q/ v~~/ _[!, T':!i:'- '-'~r. I :" __1 AND TRAFFIC SIGNS. - din 3 HO -#!-Ch II' ~ '. r- ------, I 'Y l~'< 0 . / , ~/L--,kk~ ';t. ,_ "'.~;'~!~;.fID -i' ~ 1\. ~;Ii 6- --11' ?':09/77j ~ "" '" > ~ -+ ~ q; I REF' R TO CIVIL Docs r i ---7UStalls(in~u DeNOiES~iN~,/ ","- 'oLl: f~ iL Je-; ~ A I ~ I <;~t':';-/:'ll<;tr.l---ti";;;'~~J-~ ~;~;, ;;~1@1 I ~ ~r.~J1Z;:J<kW1\' ~ '," /~\~" \~ l{J i\i~ .J. ~ FoiDeTAILS(TYP) I-< . r-- ~ ili OF PROPOSED '. r- 1 ''3',." ili J:. I ., \.I.J J:.~.:~". ~ ~1 ,;;;d:'::;1'&-= ';~~>j /<~~;~_ II ~I _. "'" ;'~g;.,,~.::s.b:J, --+_+ __ tt ..,~~ "-V r- . ~ \, '1.. -< I . \10 V Z 'I I 500 SF r: "'" v-rv----ri': 'I !.':5!. W - I . y _ . l.-------+;-- '';'1 IA ,;. .' ~;; 1 I U j ii \ ... ~.z~J/.L""t-. _I ----rr-- rl ~x 20 -Q J'\, '" ~y~. \ ~ r- fTl , F;j '... MEZZANNeS I I ~ ~ e ': (TYP) : @~'m !!; ': t------- ;~i r' I II'::' ;/,..; ,';""'-'!. -t':);~il~ =' ;~ ~;; ~i~; -'1--' ';... I p' ~ - + r- ~'-o~2'-O'p7/~L~':'~ _{ ,} i ! __<" r)-~ BOX 0 _ ~, ~l.~ ~ 'H ,.~~~\ , _ ' ~~'E ' ;~ A ;'~~C~ci~~1GN SEE i.C:; v hJ---A~~/~".' .,.,. ,.. ..",.. /015. /"0' m. ---< '1, I I ~ ".. I ' V .~/ . d, U , 10' _ c- ";~/J J? LA '-', -1 1 ., I. . _ _, _, \ <. __ ~ '9'~J:~i;;~~;'i~L----wHA:;"C;'~;"" ~i~~ ;f~~~@1 I hi J,6-JIN' .J /L -; J\E2T.vI",,--1-i~%:;:;~!! l n~'/ f""--c-: 1_-= '1 ~r-: -t-'-;+ ~ f 1_ 0 a'~ @) _,_=',..:i,_ ~~;~WA'T~MA~ 't f~:TF:v::ee:r~~~L~~~TO ' v~ 0 . .QO/ "'" ! r:, V:og,. '$D 'r' I T + VYI) , . . : j I , ... ". ',_ ~ L'..--. JI -, IL- r I I ' 'CELL T _ ,_, C D R ( ,\ (A.. j- [/~'+L:9;- 1(, to 110 ~ >>-.\ t;W.l/..L:/ Wi, ""-, ~-f . '\ .L , 11 -T~' T -- - ~ <: "'" ~ ". '. _ 1- -jt~ ~-6\_ ~'I I tg\! I .ti1 I I 1 J[TOWER_, _, _, _, _, _, REFER TO CIVIL DOcs IVL OCs FOA DeTAILS TYP, a:, ;--- ... r/Y.L1,v/ L 'I .. '" ~ 'k,\ ~ :-- , I ~ ss , : I i .A ~~, ____.~"".:::- .'1 I I ~rTYP'i I II \2J I I It, ,_, _, _, FOR DeTALS (TYP) ,~-^- _ ~ ~......~ ^ ^_ ' \. , " '" ... 0 J/ -"'~'- . _0 - -t< : , -. r .'\ do - \. \ , A\" ", , _ , _ , _ A -' ~ _Y.. ; r'~--:::'--< :... ss. Ii> (- 1 ~ :\r - -- rT till,:" = I ! I fil ~ @I 4> I i I", " ,_, _, _, _, _, _, _ DENOTES CONe PAD, a:, ___ ^ _____ If' &, "e ~ ~~~~ss. \,';7 - - -- "'" '1':J y_m!- -r f-+ T I g~",..'~, \ I 1 IT -' :..,_,_,_,_,_ WALK OR STOOP (TY'P) 90 60 30 0 30 60 90 Ll\ ~',. J. --~---- ", J, T' ''-..j , -.~~, I _,_, I ~ "~~~--. ^ - r -T "'\"- 0} 1 rl' T II I, '--.J ,- riI~;zq@)1 I -'-'-'S-O'6~49'52HE ---.J~. ...J-- -J~ __ _ ~l -~L~ -~" L. 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'--DeNOTES NEW ONS/TE 08043'16' ,"L" _, _, _, I7l I' I - - I I( LIFT STATION REFERa\ Wo>o 347.89' _. _to! -, -' -' - Kl J I Ai ~~~~~' I II~ ~T<;'r~ ~f FOR ~8b. -'-'-'-'-'-'-'-~ r7l I CENTRAL BUILDING L- I L2'" EXTENSION REFER TO I....... N89047'31'\J 6.40', -' 1( . -' -' -' Ir1 If' > FFE: 22.0 NGVD ::s:: I CIVIL DOCS FOR ('" ,-,-,-,- J Kl Ll\)-. 1> '" - DeTALS I ~~-~~ 1 Stotyw/Mezza01lle I ~ ~ 't- /CONT/NuA T/ON~ &r--- ,I::;:,. '" ~\ .d , ;J\ . h /Office -; j 0' 0 ~ , - , - , I' - , ""l19~~ l/</~/D(,>~ /)/1 L~ --v v a\ Industrial/Ware ouse . (J . )>0 Qt-) - , - I - I NO eAR"N> V, . din H 19ht ,... ~ - - I - /iii, LOADING 7 "Nf}: DE:NOTE:S STOP Cl. R 0 Bull g e -L. _ 'FIELD ,~, -' -, -, L" 1I.tIil · //7~L/ -l:lti vA 34'.6" MaXImum I 293.18,'_~g:,1!..g,~~~L-,-,- ( i\I t /'/~;;>~ i i @if't ::;;~~~~;) A r431Z2 SF meld. 5,500 sfMezz.) r i -,-,- Kl. ? ~)1;gA~!~9~'g~ : i ---! REFER TO CIVL DOcs i &~,J ~-<' 11 Co 1 ~~ t-t- -,-,-, ~. Y,;I; 'LJ/~ :, I ,J lU-'""a s mcu Z I -,-,-,-,-,-'-' Kl '" GVD ~ -<t-> :: .! ,/ i. FOR DETAILS (TY'P) ,J I ,~ - fTl i -,-,-,-,-,-'-'-'-' .Kl Kl. ILDING /FFE:.23.0N j;[,!!! : i af I ~ i '" - 389.57:!!~~~~~~'~~'y.~~-,-, I7l r7l I I & SOUTHB~Storyw/Mezza~~'MaxBldgHt II-K'~~~ !,~:, o/L'F n'-;.,. ~~ li~C;"1S-i'"/ 2' ~ 5 oo( -' -' - I - 0 J2i 1--1 1 jOffice 34 6 . ,..Iud 3 HC) 'I'!-~ / c(;j ~ .. _, 1@@..77:,L.."..'1'" i':\.;"i;5t.J7 'i~''''''1; ."'" _____. -;'~2/.. ~ )>" - - , - , - , ehouse ill_. 1 ,", " ''''..>.<". / nu, '<J " ,-,:\~,C;7' '/ so &.. ."'..', ;,," vo.s,/] /~ 2 .1---------+~7"~- _~,",.. '. /~ c/ I / ~" -' r7l '~ 1 .____... "_'. _..", r < .'.'.." ZN, , . . . . 653' DEED FOR DeTA/LS~(TY'P) - ;;;.~.-.,' - ' ILl ~~ r-- ~ & , 1 462 SF) incld , I, / L _ _:_ .). _ _ ""'~{; /1;;;1@. ~ rt, "J~ v~!; @Ii J ~~+~i" 'cy' 7'f'.--- >I'\~...+?t'i.t 36'67' CALC. ~" -,-, ~ J DE:NOTE:S LINe:. OF I I ~ 3, ~I\. 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I _, _,_,_,_, _,_,_, __ ita:, MANHoLES REFER TO CI\VL a:, '-_ ROW (TYP) J,j, \ ~ rh ' It1 '" · < ~ _, _ ,_, _, _,_, _,_, _ '0 'N S DR N G \ DENOTES FIRE J A REFER TO CIVIL. DOCS REFER TO CIVL DOCs ~~ __ _ _ _ ~ _ ~ V. " .~ '-,-,-,-, ~'-'-'-'-'-'-r':'\'>I.-'-' 711.83' DEED S:R&r~URES %:, E I HYDRANTS REFER TO ) a:, FOR DETAILS (TYP) FOR DeTAILS (TYP) 90 ~o ~ ~ '30- ~. 0< v v . 30 . 6; 90 ' IE! ' , - , -, -, - '- "-t" i'1i <p 71240' FIELD ) CIVIL DOcs FOR , ~ ~ ~ ^ ^ ~ ~ _ ~ ^ _ ~ ~ ^ ~ . '''''.6"_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,_,: A- -^-^. ^ ~ ^. ~q:. TRENCHES REFER TOj DETALS (TYP) a\ - - - - -- ~ ~ _~ -=====--~ __ --.,.,..J----======J _ L.. , 20' HIGH FREEST ANDiNG SIGN &. "c IVIL Docs FOR ) 2- PLANTER SEE DETAIL ON AO.2. DeTAILS (TY'P) u.'; GRAPHIC SCALE 1 inch = 30 it. -^-^'"'^- 1 601 DEED ~i.9' CALC, , DEED 303.25 CULA TED 303.45' CAL ---rr- -JJ._- - - ~ -- DE:NOTE:S FIRE: LANE: ~ AND LOAD ING ZONe ~ P A VE:ME:NT MARKINGS IF- I.j-" f\ft en ARCHITECTURE LLC LI--l AA26000726 3705 NORTH PEDERAL Hwv. DELRAY BEACH, PL. 334B3 T56 J .733.2225 P56 J .733.23B3 HNMARCH@SELLSOllTH.NET ~ -v-- REVISIONS: i1 2006 06 22 1ST REVEIW COMMENTS Jc., JOM & 2006 08 22 2ND REVEIW COMMENTS P.M.: ].O.M. Drawn by: ].O..M. PROJECT NAME: OCEAN 95 EXCHANGE PARK: SDUTH BLQ!! Gross S.F.= 31,462 s0. A (51) Parking Stalls Req'd ~ (52) PrOvided incld (3) He . 111 Boynton Beach, Florida SITE PLAN DATE: 5/17/06 SHEET NO. , SHEET TIlLE: A-n 1 ! I II! II ~ ,u. __~__~--~-- __~__~_LI ~ =-~--=----~~=-~ ~~= _ _ _ ~ L--------------\\ \ \ ~ ---- -- -- \ \ N I --1 J- ill ill I d) ill ill .d) --- ill Z --1 I <J J- q L NOTE, The&e 2 pa Im& are replacement or mItIgatIon tree! for t.he 2 sabal palma that were removed project: c>~~a.ns 95 boynton beach "Florida dave bodker landscape architecture/planning inc. 75 n.e. 5ixth avenue. 5uite 20CJ delray beach. florid a 33483 5Gl-27G-G311 sheet title: NOTE: ALL U'TILITY BOXE5 OR 5TRUCTURE5 MU5T BE 5CREENED WITH A COCOPLUM HEDGE ON 3 5IDE5!. THE PLANT5 REQUIRED FOR TiHI5 5CREENING ARE ADDI1TIONAL AND NOT PART OF THE PILANT L15T. planting plan project number: 15205 date: scale: drawn by: 4-12-0<0 1" = 20' we revisions: .&. 5-11-0<0 ~ 5-1<0-0<0 .& 9-12-0<0 6 6 6 lfZl ;lfZl 50fZl --, IfZlfZl NORTH ~ sheet: fZl 20 40 E>0 I L-1 1 of 4 5heets. --t-- - - - - - - -\- - - - - -\- - -- - - - - -- - - - -- - - - - - -- - - - ~ I \ \ '-CONC.! HEADWALL \ \ \ FLOW \L1NE EL. 9.5:1: w I~ ~ \ \ \ \ 2 \ \ \ 48" f.e.p. ~ ~ \ \ \ \ ~ \ \ 'I \ 0- ~ LL- \ ,f \ ........L-........ I \ \ I I I I \ ~'.I2>" D,O.T. EA5EMENT I 1 I \ \ \ I I u -1 t- ill ill =r (j) ill ill (j) ill Z -1 =r (j t- <t r CA TCH BASIN GRATE ELEV. 18.65 project: c>c:~a.ns 95 boynton beach -Florida dave bodker landscape architecture/planning inc. 75 n.e. sixth avenue. suite 209 delrelY beach. Florida 334B3 5<01-27<0-<0311 sheet title: NOTE: ALL UltlLlTY BOXE5 OR 5TRUCTURE5 MU5T BE 5CREENED WITH A COCOFLUM HEDGE ON 3 51DE5_ THE FLANT5 REQUIRED FOR TIH15 5CREENING ARE ADDITIONAL AND NOT FART OF THE FILANT L15T. planting plan project number: 15205 date: scale: drawn by: 4-12-0<0 1" = 20' we revisions: &. 5-11-0<0 ~ 5-1<0-0<0 .a "I-12-0G 6 6 6 sheet: (1) 2(1) 4(1) e. (1) , NORTH A) 4 sheets 1(1) 31Zl ~1Zl IIZlIZl L-2 2 of FLANTING: DETAILS ~paclf'lg on Cerlter varIes see plaf'lt. list. ~~~~"mulch . . "~" 0'0. . '~'!'~ E>" plant.lng son ~o~ - - Groundcovers d"iarl.reu&s survsl:j flaggIng t.aps blaclc. rubber hose to prot.ect. trunk. from wIres (3) gU!j wlrslI (120' /ll='ai'U or "12 galv. t.fClhtsn. Lsong1.hll or ruObsr rolll!l10 covet' wlrs at crotch over Mrllt IltLll'd!! branch FTP wood lItalc.s Iluliabls 1I1zs and IsnElth to hold gUYIl, drlvs rlu&h wi nnr&h Elr/lc;ll!l (24"1(2" )(4" mln.. lIUlIc.s 1Ilze) 3" mulch no mulch wlU,in 6" or u-unklI ~,. or l.t'd root ball mUllt bs abovs er/lds plant.lng sol NOTE, 5taks all trees up to 2" ca!. e 2 per t.ree. GU!:j all t.rees larger than 2" cal. Trees FLANTING NOTES 1. ALL PLANT5 TO eE FLORIDA NO.1 OR 6ETTER. 2. NO 5U6STITUTlONS UJILL 6E ACCEPTED UJITI-lOUT PRIOR UJRITTEN APPRovAL ey TI-lE LANDSCAPE ARCI-lITECT. 3. ALL LANDSCAPED AREAS TO RECEIve 1~iZ)% IRRIGATION coveRAGE 6Y AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM, EQUIPPED. UJITI-l A RAIN 5EN50R. TI-lE SOURCE FOR IRRIGATION UJATER UJILL eE A PUMP AND UJELL (NON-POTA6LE), AND UJILL I-lAvE SEPARATE 6U66LER5 FOR EACI-l TREE AND SEPARATE ZONE FOR SOD AND SI-lRU6 AND GROUNDCOvER 6ED5. 4. QUANTITIES OF PLANT MATERIALS ARE FOR CONveNIENCE ONLy. LANDSCAPE CONTRACTOR 15 RE5FON51eLE FOR ALL PLANTS 51-lOUN ON PLANTING PLANS. UJI-lEN DI5CREPANCIE5 OCCUR eETUJEEN PLANT LIST AND PLANTING PLANS, TI-lE PLANS ARE TO oveRRIDE TI-lE PLANT LIST IN ALL CASE5.50D QUANTITY 15 TO eE DETERMINED ey CONTRACTOR PRIOR TO elDDING ~. CONTRACTOR 15 RE5FON51eLE FOR LOCATING ALL UNDERGROUND UTILITIES TO AVOID DAMAGE. E>. CONTRACTOR IS RESPONSleLE FOR FURNI5l-IING ALL MATERIALS, TOOLS, EQUIFMENT, LAeOR, AND PLANT5 NECES5ARY FOR TI-lE PROPER PLANTING OF ALL TREES, 5l-IRUeS GROUNDCOvER5, AND GRA55 AS 51-l0WN ON LAND5CAPE ARCI-lITECT' S PLANTING PLAN5. 1. ALL GROUND COveR eED5 TO AeUT PARKING, eUlLDING, 51DEUJALKS, ETC., IN A PERPENDICULAR LINE. e. ALL TREE5 AND PALM5 TO eE STAKED AND GUYED. ':I. ALL PLANTED AREAS ARE TO eE MULCI-lED UJITH FLORAt1ULCI-l, TO A DEPTI-l OF 3". liZ). ALL PLANT MATERIAL TO 6E I3ACKFILLED UJITI-l SiZ)% CLEAN MUCK AND ~iZ)% SAND AND eE FERTILE, AND FRIAeLE. FLANT SIZE DETAfLS NOTE: DETAILS S~OWN ARE THE MINIMUM SIZE REQUIRED AT THE TfME OF PLANTING. ALL SIZES MUST BE MET AS MINIMUMS. ..J -C 'I] () ~ N ..J -C l\J () ~ ~ o (\) Alexandra Pa Ime (double trunk) Alexander Pa Ime (double trunk) CODE COMFLIANCE DATA ARTICLE II - LAND5CAPE CODE SEC. 5 3" mulch Tree - 12' ht. x 6' spr., tIp t.o t.lp spacing 5hrubs - 2411 ht. X 24" spr., tIp to tip spaclf1g Mulch . ot.her t.han c~pree.s D. reCJuired Laf'ldacape AdJacer1t. t.o A;bllc RO.UJ. 6" mlf'l. plant.lne 5011 l' wide strIp of' landscape required l' wide st.rlp of landscape provided The 1'-12')11 e.lrlp of land sha II be comprle.ed of' t.he follOWing elemente., An out.slde la~er of colorful eroundcover plant& (aMuals are only eupplemer1tal). A minimum of (2) srrubs e.pecles In a contrnuous hedee ot e.lte wall and 1 t.ree 'llI 312')' o.c. 5hrub5 Oceans Avenue 116'/3el = E. BUFFER REQUlREMENT5 Hedee required and 1 tree/3l2'), 2" X 4" PTP wood bloclc.ln banded around t.runk. ( f'lot. nailed) wi trlpls layer burlap between t.rurilc. and b loclc:.lne (;3) 2" x 4" x e" braces nailed Into blocl<.1ne r; chart.reu5e s\UrvSl:j flagelne t.ape t.runk. flare olr top root vle.fbls on e.\Urfacs WEST PROPERTY LINE 1,~88/3tZl = leI~ maxImum or t.hI!I root ball muat bs abovs srads 3" mulch clean !land 50UTH PROPERTY LINE 11/3tZl = exfstlne grade EAST PROPERTY LINE 1,~46/3(Zl = 4 trees required 4 t.rees provIded 2~13 hedee requIred 3,822 hedge provIded 61 trees reCJulred 8tZl t.rees provIded 3 trees required 3 trees provided 65 trees requIred lCZl8 t.rees provIded G. PARKING AREA INTERIOR LANPS,CAPING 2el &q. f't.. of' landscaplne for each parking spaces, excludrne space& t.hat abut.t a perimet.er and t.hose ~paces t.hat are served by an alele llel x 2el = Straight Trunk Palms 5':1 separate laf'ldscape areas = 11. GROUNDCOVER AND SI-lRUI3S TO eE LAID OUT IN A UNIFO~ AND CON515TENT PATTEF<N. 12. TI-lE CONTRACTOR S!-lALL LAY OUT ON TI-lE GROUND TI-lE LOCATIONS FOR TI-lE PLANTS AND OUTLINES OF AREAS TO I3E PLANTED. TI-lE CONTRACTOR 5l-IALL oeTAIN APPROVAL FROM TI-lE LANDSCAPE ARCI-lITECT eEFORE EXCAVATION I3EGINS. TI-lE LANDSCAPE ARCI-lITECT MAY ADJU5T TI-lE LOCATION OF 5FECIFIED PLANT MATERIALS PRIOR TO PLANTING. 13. TREES AND PALMS TO eE GUARANTEED FOR ONE (1) YEAR, 51-lRU13S AND GROUNDCOvER5 TO eE GUARANTEED FOR NINETY (W) DAYS AFTER FINAL UJRITTEN ACCEPTANCE IS GIveN ey OUJNER OR LAND5CAPE ARCI-lITECT. CONTRACTOR IS RESPONSleLE FOR PLANT MAINTENANCE UNTIL TI-lE TIME OF UJRITTEN ACCEPTANCE. 14. LAND5CAPING IN SAFE DISTANCE TRIANGLES SI-lALL eE MAINTAINED TO PROVIDE UN0135TRUCTED vI51elLITY AT A LEVEL eETUJEEN 2' AND e' AeOvE FINISI-lED GRADE. IS. ALL ffiQI-l161TED PLANT 5FECIE5 (A5 IDENTIFIED ey TI-lE CITY, COUNTY, STATE) SI-lALL eE ERADICATED FROM TI-lE SITE. TI-lIS INCLUDE5 6UT 15 NOT LIMITED TO MELALEUCA, I3RAZILIAN PEFFER AND AueTRALlAN PINE. 16. ALL TREE REMOVAL TO eE PE~ITTED A5 REQUIRED ey TI-lE APPROPRIATE GOVERNING AGENCIES. 11. ALL EXISTING AND NEUJL Y CREATED PLANTING eEDS TO I3E CLEANED AND FREE OF UJEED5 AND DEeRIS AND EXCAvATED A5 REQUIRED TO FULFILL PLANTING SOIL REQUIREMENTS OF TI-lE PLANTING DETAILS. 18. FILL I-lOLE5 UJI-lERE EXISTING TREE5 OR PLANT MATERIAL !-lAve eEEN REMoveD TO PROVIDE LEveL SU~ACE UJITH SURROUNDING AREA AND 50D OVER IF NEUJ PLANT eEDS ARE NOT TO eE INSTALLED. 1':1. ALL PLANTING I3ED5 TI-lAT ARE ADJACENT TO PAYING ARE TO I3E LOUJER TI-lAN TI-lE ADJACENT PAVING, SO TI-lAT RUNOFF (MULCI-l, SOIL) FROM TI-lE eED DOE5 NOT RUN ONTO TI-lE ADJACENT PAVING. 1 replacement. t.rees for tree remova I = ;el% of reClurred laf'ldscape materia Is must be native TOTAL TREES REQUIRED = TOTAL TREES PROViDED = TOTAL NATIVE TREES REQUIRED = TOTAL NATIVE TREES, PROViDED = EXISTING TREE LfST .I8EE TYPE Saba I pa 1m LIve Oak. Sabal Palm LrVB Oak. Lr'oIB Oak. LIve Oak. LIve Oak. SYM A B C D E F G DESCRIPTION 2lZl' oa. ht. 12' ht. x 6' spr., 3" cal. 2e>' oa. ht. 12' ht. x 6' spr., 3" cal. 12' ht. x 6' e.pr., 3" cal. 12' ht. x 6' epr., 3" cal. 12' ht. x 6' spr., 3" cal. 22 trees reC\uired 22 t.rees provided S~ t.rees reC\ulred llZl5 trees provided 1 trees reCJulred 1 t.rees provIded 2e>s trees reC\ulred 311 t.rees provided ltZl3 trees reC\urred 223 t.rees provfded STATUS remove remove remove remove remove remove remove NOTes, THE REPLACEMCNT TREes AND PALMS ARE NOTeD ON THE PLANTING; PLANe. 15 CALIPER INCI-lE5 OF LIVE OAK TREE5 ARE eEING REMOVED THEY ARE BEING REPLACED WITH 5 - 3V211 DB!-lGREEN BUTTONWOODS THE 2 EXISTING SABAL PALMS 6EING REMOVED ARE 6EING REPLACED WITH 2 NELU SAI3AL PALMS. LEGEND 9Si EXISTING TREES TO BE REMOVED 8 PROP05ED PALMS 8 PROP05ED TREES ..J J: 'I] () ~ i] _ I'll "to ,I - > N- -;: ..J J: ~ I '<f ~ ,;,': u_ '1\ O]ll'b . 2 ~ \1 ~ ~~~: - ..0 I'll! () h Il. == Ill" II > .. III :;I) ~~~ '- ~ o - N ~ o (\) I; If: J:- J) ~ 2! ~ ~~ ~~~ 0 = 8- -.....0 \1 U'l rI'\'ll .s~- b rI'\ tl 'II '- L..o m '- Green Buttonwoode Crape M~rtlee Ba Id C~preee ~. ,;,': u _ 'II 8]\1'" ..c: ~ ~ ~~ \S>> Jl ~~\1ti I \1-Sj!~tl "t ~..o[!~ ~ ~ III ~ ~~1 '- Silver But tonUJoode Eaet Pa latka I-Ioll~ Eaetern Red Cedare Live Oake YelloUJ Eldere 6' &pr. (e.llver but.lonwood, !:jsllow sldsr) II 6'-1' spr. (IIv9 oaq) II 5' 6p,r. (cSa!t.ern rl!id cedar) 9a&1. palatk.! holl~, ~ I '<f Saba 1 Pa lme ..c:", Jlll \1'll () .i-o~ (f\= '- .] d~ - tl il)~ ;: ..J" .:g 01 - ~ \S>>_ Ii :;I) '- ..J ..c: \S>> 1:; stems mTnlmum Black Bamboo FLANT LIST=PALM5 AND BAMBOO SYM AA2 6A' FE2 eaT AN I CAL/COMMON NAME Alexander arc.hontophoenlx Alexandra pa 1m eambusa laka 6lack. 6amboo Pt~c.hosp\9rma elegan& Double Alexaf'lder Falm 5F Sabal palmet.to Sabal Falm 145 TOTAL PALMS PROviDED S8% OF PROvIDED PALMS ARE NATivE SPECIFICA TIONS 16' oa. ht., 8' C.t. double trunk 3 eal., 6' ht., 5 stem& 16' oa. ht., 8' c.t.., doubte t.runk oa. hte. a& f'loted on plans, C.t. as noted on detail PLANT LIST =TR:EE5 SYM CE CS fA Jv LI Qv TD 60T AN I CAL/COMMON NAME Conocarpu& erect.us Green 6uttonwood Conocarpue. e. s\9rlc\9us STIver 6uttonUJood 11ex at.t.enuat.a East pa lat.ka Hol1~ JunIperus vlrglnlana Eastern Red Cedar Lag\9re.t.roemla IndIca Crape M~rtle Quercu& vlrglnlana Live Oak. Taxodlum dle.tlcrum 6a Id C~press TC Tecoma st.ans Yellow Elder 166 TOTAL TREES, FROvlDED 8&% OF PROviDED TREES ARE NATIVE SPECIFICATIONS 14'.16' ht. x 1'.8' e.pr., 3V2" dbh, S' C.t.. 12' ht. x 6' spr., mult.l t.runl<., 3" dbh combIned trunks 12' ht. x ;' spr., 3" dbh 12' ht.. x 5' e.pr., 3" dbh 14'-16' ht. x 1'-8' spr., 3" min. dbh, &Ingle trunl<., 5' C.t.. 12'-14' ht. x 6'.1' spr., 3V2" dbh, &' C.t. 14'-16' ht. x 1'.8' e.pr., 3V2" dbh, S' C.t. 12' ht. x 6' epr., 3" dbh, 6' C.t. aTY 41 38 14 84 aTY 48 4 ':I 31 2S 3~ NATIVE N N N Y NATIVE Y Y Y Y N 2 Y 2)CZltZl sC\. ft. reC\urred In exce&& of 2e>~tZltZl 6Q. ft. provIded Each e.eperate landscape area to have 1 tree with a mInimum of 1 tree/ltZl parlc..ine e.pacee.. 21; spaces/llZl . Y 2 Y F LAN T LIS T - 5~RUE36 AND GROUND covER SYM ARD CHR -I'COD -I'DUR ;.Ie FIG FOR HAM -I'ILE -I' JAT TRA TRI SOD BOTANICAL/COMMON NAME Ardlsla e6callonloldes Marlberr~ crr~soba lanu& lcaco Cocoplum Hedee Codlaeum varleeatum Mamme~ Croton Duranta erect.a Gold Mound Frcu& mlcrocarpa Green Island Fore6tlera seereeata FlorIda PrIvet. !-lamella nodo&a Dwarf Flrebu&h Ilex vomlt.orla Dwarf Yaupon Jat.ropha Intsgerrlma 'compact.a' Dwarf Jat.ropha Tracheloe.permum Ja6mrnolde& Confederat.e Jasmine Trlp6acum dactyloldes Fakahat.cheeGrae.s 5t.et'lota ph"um e.ecunda t.um 5t. Auguet.lne Floratam SPECIFICATIONS 3 eal., 24" ht.. x 24" spr., 24" 0.0. 3 eal., 24" ht.. x 24" apr., 24" o.c. 3 !fila I., 18" ht. x 18" &pr., 24' o.c. 3 eal., 12" spr., 24" 0.0. 3 eal., 8" spr., 18" 0.0. 3 !filal., 24" ht.. x 24" spr., 24' o.c. 3 eal., 24" ht. x 24" ~pr., 24" 0.0. 3 gal., le>" ht. x Ie>" spr., 18" 0.0. 3 !filal., 24" ht.. x 18" spr., 24' o.c. 1 ga I., 4B" ht. rUl'll'lers 3 eal., 24" ht.. x 24" ~pr., 24" o.c. full, fresh sod QTY 3~e. 1~3s 118 1,4~1 121 334 2~2 168 311 18 338 as reCJ'd NATIVE Y Y N N N Y Y Y N N Y project: -I' NOTE, THESE SHRUBS AND GROUNDCOYlERS ARE NOT USED TO FULFILL COPE REQUIREMENTS 2;282 TOTAL 5HRUeS PROviDED TO FULFILL COPE REQUIREMENTS ~~% OF THESE REQUIRED S!-lRUBS ARE NATIve: C)~~a.ns 95 2411 spr. 2411 o.ce. boynton beach -Florida dave bodker landscape architecture/planning inc, 75 n.e. 51xth avenue. 5uite 20g delr(jY be(jch. florid(j 33453 5Gl-27G-G311 sheet title: planting plan project number: 15205 date: scale: drawn by: 4-12-0<0 1" = 20' we revisions: CONTRACTOR NOTE: The fol1dge must be touchTn9 dt time of instd Ildtion. .&. 5-11-0<0 ~ 5-1<0-0<0 & 9-8-0<0 6 6 6 ..J -c '<f N Marlberr~, Cocoplum, Mamme~ Croton, Gold Mound, Florida Privet, Dwarf Firebueh DUJarf Jatropha, Fakcahatchee Graee sheet: L-3 3 of 5heet5 4 ~~. .-. ---."-~~""~----'~''-' '-. - -- ~ '. 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'. e/eva tioOs - Plan sheet title: date: sCale: drawn by: prOject number: 15205 9-12-0G 1/4. == 1'-0. Jae .6 .6 .6 .6 .6 .6 reViSions: 1 DUMPSTER DETAILS 2 DUMPSTER ELEVATION 1/2"==1 '-0" 1/4"==1'-0" 1/4"=1'-0" 14'-&" TeXCOAT FINISH oveR CONC. T IL T -uP WALL COL-OR TO MATCH MA IN BLDG. COLOR (TYP.)~ ~" ?,-2" f,~ I ')'-0" fi' 1 1 :'-'-"",::".\:..,._:.'-.:.-"::.<'..:_<,;;. .:......;,(4.;.. :.:. .:..:._...:~ ':: .:;.-,~:. I II .::. . .'. . :., . ~': ", :'. '. .' ..:.., '.:~ ~ :? HIGH 6 orA. CONC '.' ". . ,:'. "'~ ':". .' '.,' .~. ~ FILLeD BOLLARD . '. . . . ~ ':'.:':"'.';";.T-.",/:,' :':.' :'. .,,".:' ....~.:. :.....-/::: PAINTeD WHITE: (TYP.) ., '. o. .-' '.~ .': .:: .... . .:.: : '.' ':'-' I,"::' '.. ". "',1 :.' . ,.....~~ r--CONCRE:TE: TILT-UP PANE:L .: '. "':: ":. 'I, 2';'tl, f 2'-"-6" n ""2':"'b" ~(.,2~";'6"" ';j WALL WI TE:XCOAT FINISH / ,"'., ': ",. -.I -: . ':"1 .'~ .~I' . ''-'. :'1,. ','. ,', ,) TO MATCH MAIN BUILDING ':""""" ".' :,'. n,: . .': ~b ':'.,' .'~. ,'. .... .:. 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PANeL 'f'" ~-~ ~....1 V'.' . rI~~ rr> ~~~ ~ ~ IA 24" HIGH CL-R ANODizeD ~n ALUM CHANNeL LeTTeRS U~ (CeNTURY GOTHIC FONT), ((2 2-1/2" THICK, PIN <s> MOUNTeD TO T IL T PNL_________ ~ ...~'-f>" ABV GRADe T.O. PLANTeR$ ~ CLeAR ANOD IzeD ALUM TRIM eNCASING OpeNING (LeTTeR '0') IN TILT WALL PANeL, :?" oveRLAP ONTO TILT PANeL 16" HIGH CLR ANODlz.eD ALUM CHANNeL LeTTeRS (CeNTURY GOTHIC PONT), 2-1/2" THICK, PIN MOUNTeD TO T IL T PNL FINe-TeXTURe TeX-COTe FINISH ON 7-1/4" THICK CONC. T IL T -UP PLANTeR WALL COLOR B.M. PROV INce OLue (21 ~~-40) j /~ [N] ~ :?/4" X :?/4" V-GROOVe LINes AT 2" O.C. WITHiN RecesseD PNL == ~ ~\1 "-... SMOOTH TeXTURE: TeX-COTe F IN ISH ON 1-1/2" Recess IN CONC. T IL T -UP PLANTeR WALL COLOR BM. GRA Y ~/ MIRAGe BLue (2 142-~0) ------- r{ReCeSSeD LIGHT FIXTURe I ~ u GRWD ~~ LIGHT FIXTURe p J 6'-(f eoUTH EL.EYATION: NOj;!TI-J EL.EYATION: - H'" r, ARCHITECTURE LLC L..r AA26000726 3705 NORTH FEDERAL HWY. DELRAY BEACH, FL. 334B3 T561 .733.2225 F561 .733.23B3 HNMARCH@SELLSOUTH.NET J.c.: ].O.M. P.M.: ].O.M. Drawn by: ].O.M. 3 SECTION 1/2" SL-ope ~~ ---:::::;- .. .; \ 6" CONC. SLAB- see '" ,~~;.. ... . \ STRUCTURAL- DWGS. SL.QEE. ~ _ ((- _' . " ,'_ '.. '. " ;> ~~'A>>~~~~ ~ : .~: : ' '.: ol>>i~~~~~";1 /</{~%%%~~~%%1t~~~0~/'/. /. /<~<<<<<<~~~~~~-v/ CONT CONe ~~~~~~y/ .. " ";.~'> ",,,- '"'-' FOOT ING- see STRUCTURAL DWGS. / CORNeR POST WI BLACK COATING (TYP.) , 6" CONC TILT-UP : W ALL- 5ee4 or STRUCTURAL DWGS.---' . ~',:'. i! j ! l' l' l' i ! j ! i ! j ! j IjTj!jTj I. . 1 ! i' i' l'i I j ! j I j I i '1 '1 Ii ! i I ii, jljlj!jljlj!j!jlj!jljljl-"I,j! jlj.j,'I'ljlj'jlj!jljlilill~i!iljl'" ,1,1'11,1,1,11,1,1-1+11,11 'I'I'I'HI'II-I' Ijljljljlj!j!jljljl ,j!j!j!jlj ljljljlj'i' '!jljljll!j'i'i,j !i'i'jINN' -iil.Nili!jli Ijljljlj!j1Ii. 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THICK P IN MOUNTeD LeTTeRS ~e:LOW - ~ ~ ~~ 24" HIGH CLR ANOD lz.eD n n ALUM CHA~~eL LeTTeRS U U (CeNTURY GOTHIC FONT), n n 2-1/2" THICK, PIN U U MOUNTeD TO TIL..T PIIL------:~~ 5 F= ~ == to" '10" ~'-- RecesseD LIGHT FIXTURes ~~ \ L.J ""--'I-.J EAeT EL.EYA TION: 7-1/4" THICK CONC I~ 4'~" I~ PLANTeR WALL "\ 1 PLANTeR ReFE:R TO "\...~. 7 LANDSCAPE: DOCS =~ 'b 7-1/4" THICK TILT , PANeL lO ~41 RecesseD LIGHT (f)'. ~~ FIXTURe (TYP) 1 ~--- - I~ L ?J'-O" 7)~t~ ~7~. ~~~ -' .0 EL.AN YIEW: REVISIONS: & 2006 06 22 1 ST REVEIW COMMENTS PROJEct NAME: OCEAN 95 EXCHANGEPAID< . ill Boynton Beach, Florida TeXCOAT fiNISH ON BOTH sIDes OF TILT-UP WALL v 24" HIGH CLR ANODizeD ALUM CHANNeL LE:TTeRS (CeNTURY GOTHIC FONT), 2-1/2" TH ICK, PIN MOUNTeD TO T IL T PNL 16" HIGH CLR ANOD IzeD ALUM CHANNeL LeTTeRS (CeNTURY GOTHIC FONT), ~" THICK, PIN MOUNTeD TO T IL T PNL (TYP ICAL) GROUND MOUNTeD LIGHT FIXTURe 5 DIRECTORY SIGN DETAIL 1/4"=1'-0" 12" HIGH CLR ANODIz.eD AL-UM CHANNeL LeTTeRS (CeNTURY GOTHIC FONT), 2-1/2" THICK, PIN MOUNTeD TO TILT PNL ~/4" CHAMFeR (TYP) . ~"'6'-0" ABV GRADe T.O. SIGNAGE: FINe-TeXTURe TeX-COTe FINISH ON 7-1/4" THICK CONC. TILT-UP PLANTeR WALL COLOR OM. PROVINce BLUE: (2 1 :?~-40) :?/4" X :?/4" V-GRoove h\(O), LINet:. AT 2" OC (OJ7/~.A ~ . . ::llllllllll ~ WITHIN RecesseD PNL ~ NORTH, :-- 1211 HIGH X:? I" WIDe X ~II THICK CL.R ANOD SMOOTH TeXTURe TeX-COTE: JO~'II~J~;; AL-UM SIGN PANeL(4" HIGH VINYL ole CUT ~ FINISH ON 1-1/2" Recess IN CENTRAL-'^I LeTTeRS-CeNTURY GOTHIC FONT-COLOR B.M. ~ CONC. TILT-UP PLANTeR 1l~-1111~~:rl DAKOTA WOODS GReeN 21:?q-20) PIN { WALL COLOR B.M. GRAY .--/ SOUTH r I MOUNTeD TO CONC PANeL (TYP) ____ , MIRAGe BLue (2142-'=>0) ___________ 10~;1?1~~ I ~ ~ IOU 1'-4"10" -$- I~ I~ 'I 1 ~, 0" -,1'-- J'" ,'- Fj;!ONT YI EW: SlOE YIEW: ?J'-O" ,r .f- -;;(r;:j==~ = '\ 12" HIGH CLR ANOD tZeD ALUM f \LCHANNEL- LeTTeRS (CeNTURY N \7 GOTHIC FONT), 2-1/2" THICK, -> 0-- 15 P IN MOUNTeD TO T IL T PNL GROUND MOUNTeD ---./ 12" HIGH X:? I" wIDe X ~" LIGHT FIXTURe THICK CLR ANOD ALUM SIGN P ANeL.( 4" HIGH VINYl- 0 IE: CUT LeTTeRS-CeNTURY GOTH IC FONT -COLOR B.M. DAKOTA WOODS GReeN 21:?Q-20) PIN MOUNTeD TO CONC PANeL- (TYP) 7-1/4" THICK CONC PANeL F>I..AN YI~ 6 REAL ESTATE SIGN 1/4"=1'-0" --ti' ~ , -~ 12" HIGH CLR ANODizeD ALUM FINe-TeXTURe TeX-COTe CHANNeL LeTTeRS (CeNTURY FINISH ON 7-1/4" THICK GOTHIC FONT), 2-1/2" THICK, CONC. TILT-UP PLANTeR PIN MOUNTeD TO TILT PNL WALL COLOR BM. PROVINCe :?/4" CHAMFeR (TYP) BLue (21:?~-40) "'6'-0" ABV GRADe :?/4" X :?/4" V-GROOVE: ~rm ~ . ~ LINes AT 2" O.C. 0Jf/;:5;A T.O. SIGNAGe ;:i 11111111 ~ WITHIN RecesseD PNL ~ GENESIS :--12" HIGH X :?1" wIDe X !" THICK CLR ANOD SMOOTH TeXTURe Tex-core ~~~~ Ii ALUM SIGN PANeL(4" HIGH VINYL Die CUT 0 FINISH ON 1-1/2" Recess IN CALL FOR LeTTeRS-CeNTURY GOTHIC FONT-COLOR BM. ... ~ CONC. TILT-UP PLANTeR ~~~~ll I~ DAKOTA WOODS GReeN 21:?Q-20) PIN ~.T WALL COLOR BM. GRA Y ,_______ 954 MOUNTeD TO CONC PANeL (TYP) , ~ MIRAGe eL-ue (2142-~0) _______ ~ 2?~1?~? ~ _ '7 10" 1'-4" 10" I~ I~ 1 " ,!- ?J'-O" 7"- Fj;!ONT YIEW: SlOE YIEW: u ~ k2~" WIDTH AT ~A5e ?J'-O" -f ~ 71 ~ F===I\l = \ 12" HIGH CLR ANOD ,zeD ALUM 7-1/4" THICK f CHANNeL LeTTeRS (CeNTURY CONC PANel- N \7 ~GOTHIC FONT), 2-1/2" THICK, -'~ 15 PIN MOUNTeD TO TILT PNL GROUND MOUNTeD ---./ 12" HIGH X:? 1" wIDe X !" LIGHT FIXTURe THICK CLR ANOD ALUM SIGN PANeL(4" HIGH VINYL ole CUT LeTTeRS-CeNTURY GOTHIC FONT-COLOR BM. DAKOTA WOODS GReeN 21:?Q-20) PIN MOUNTeD TO CONC PANeL (TYP) I=L.AN YIEW: 7 FIXED PRO ECTING SIGN 1/2"=1'-0" .... II'-IO~" 20" HIGH CLR ANODIz.eD ALUM CHANNeL L.eTTeRS (CeNTURY GOTHIC FONT), 2-1/2" THICK, PIN MOUNTeD TO TILT PNL A"'2~'-4" A.F.F. ""CeNTeR OF SIGNAGe AReA. i ~~~~~~~[N]1I L ~@~ / ~ DeNOTes MAXIMUM LIMITS OF SIGNAGe AReA. RepeR TO EL.eVATIONS FOR LOCATIONT (1 peR TeNANT) AND SIGNAGe ST A TS ON SITe PLAN AND coveR SHeeT FOR CALCULATIONS I>J\11E:5/17/06 ~ -v''V'V'Vvv-........... ill SHEET NO. \........ DUMPSTER AND SIGNAGE DETAILS A-O.2 SHEET TITLE: - ? -.... = ~ -tt- f l J o -' ~ I' Michael W. Hanlon AROOl7270 HNM project no.: 05-036 1 NORTH ELEVATION 1/16"=1'-0" opeN ING IN eNTRY PANel.. (TYP) ~~4'-6" AF.F. T.O. eNTRY FeATURe~., ~~2'-6" A.F.F. ". T.O. eNTRY PANel.. ~. '-. .-.- '-.-.- . II : ~f": -~... ~..;~.:~ ;:.... -to2e -6 AF.F'$-- T.O. MAIN PARAPeT 2-1/2" WIDe e>Y ~/4" Deep ReveAl.. IN CONC T II.. T UP eNTRY PNI.. (TYPJ ~/4" x ~/4" SCORe I.. INe (TYP) ~9'-0" Ar.F. $-.-.-.- T.O. GI..A SS eXTRA COARse TeXTUReD TeX-COTe FINISH ON CONC. TII..T UP eNTRY PANel.. (TYP) DeNOTes PANel.. JO INT (TYPJ FINe TeXTUReD TeX-COTe FINISH ON CONC T II.. T UP PANel.. (TYPJ 2 1/2" wIDe ~Y ~/4" Deep ReVeAl.. IN CONC T II.. T UP P ANE:1.. (TYPJ 9'-0" HIGH,TINTeD IMPACT ReSISTANT GI..ASS WI E:.S.P. 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FRAME:S WI L.IGHT GRAY TINTE:D IMPACT GLASS @ CLE:AR ANONDtZ-E:D AL.UMINUM FRAME:S AND L.OUVE:RS (MIAMI-DADE: APPROVE:D) AL.L ,COL.ORS TO BE: BE:NJAMIN MOORE: OR APPROVE:D E:QUAL GENERAL NOTES: 1. Exterior wall openings and exteiror wall construction shall comply with 2004 FBC, Table 704.8. 5 6 7 2 1/2" WIDE: BY ~/4" DE:E:P RE:VE:AL. IN CONC T IL. T UP E:NTRY P ANE:L (TYP.h II 9 II J.e.: M.W.H. P.M.: J.O.M. Drawn by: A.R 2 1/2" WIDE: BY ~/4" DE:E:P RE:VE:AL IN CONC TILT UP P ANE:L (TYPJ f.{~~J!H~ ~~~ :~:'If""::~1tt~:,;....;~)~ ~ ::;~~~t::-;~:' ":.~'~~ ~;;f;r-- f 0= = I 8 I 't 12'X 14' OVE:RHE:AD DOOR, MILL. FINISIH (TYPJ ME:DIUM TE:XTURE:D, TE:X -COTE: F IN ISH ON CONC. T IL. T UP WALL P ANE:L (TYPJ FINE: TE:XTURE:D TE:X -COTE: \ I FINISH ON CONC TILT UP V PANE:L. (TYPJ II III 2-1/2" WIDE: BY ~/4" DE:E:P RE:VE:AL IN CONC T IL. T UP PANE:L (TYPJ F liNE: TE:XTURE:D TE:X -COTE: F1INISH ON CONC TILT UP P ANE:L (TYPJ REVISIONS: & 2006-06-22 1 ST REVIEW COMMENTS PROJECT NAME: OCEAN 95 EXCHANGEPAID< . 1n Boynton Beach, Florida 5 iii 2 SOUTH ELEVATION 1/16"=1'-0" FINE: TE:XTURE:D Tex -COTe FINISH ON CONC TIL. T UP PANeL. (TYPJ 2 1/2" WIDE: BY ~/4" Deep ReVE:AL IN CONC T IL. T UP P ANE:L (TYPJ CONC. E:YE:BROW DeNOTE:S PANeL JO INT (TYPJ 11'-10~" wIDe X 4' HIGH \ TeNANT SIGNAGe AReA. RE:Fef TO SIGNAGe DeTAIL.S ON AO.~ (TYPJ 1= - ,,_, "M' ~ , . -.:. . - . '.~.. FINe TE:XTUReD TeX-COTE: L-~' X 7' HM. DOOR FINISH ON ~/4" ReCeSSE:D AND FRAME: (TYPJ CONC TIL. T UP PANE:L. (TYPJ 12'X 14' OVeRHeAD DR ~' X 7' HM. DOOR AND FRAMe 9 10 12' WIlDE: X 4' HIGH TE:NANlT SIGNAGe ARE:A FINE: 1fE:XTURE:D TE:X -COTE: FINISHI ON ~/4" ReCeSSE:D CONC T IL T UP P ANE:L (TYPJ ~/4" RIE:CeSSeD FUTURE: KNOCK OUT PANE:L (TYPJ DeNOTes PANeL JO INT (TYPJ 11 opeN ING IN eNTRY P ANE:L. 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PANeL 19'-&%" P ANE:L 74U THICK PANeL 20'-0" PANeL 20'-0" PANeL 20'-0. PANeL 420'-0" REVISIONS: & 2006-06-22 1ST REVIEW COMMENTS I I i J I : 20'-fl>/&0 pp..Ne\... 20'-0" P ~Ne\... ..:- I i ,'-f ~~ '_4," I '- '7 I I I I r' ; CD - '3'-~"\'~" ---J!-? If .~ I MeTeR ROOM I I I I i 1'1'-&%" PANeL 1'1'-&%" PANe\.. 74" THICK PANeL PROJECT NAME: OCEAN 95 EXCHANGEPAID< ill Boynton Beach, Florida J.c.: M.W.H. P.M.: J.O.M Drawn by: A.R. @ $ I I I I i I I @ @ I ~ 1 i I I I I I 20'-&" lPANa I I I I I I '-.. 'J &. - -"1 i I I I I I 20'-0"1 PANeL 20'-00 PAN:L i 160'-&U I I 20'-0": PANeL 20'-00 PANeL 20'-oU PANeL 20'-0'- PANeL 20'-0. i PANeL I I I I I I I I I I ~ '_.. '~ _&" I I I I I I 1'- "~' i" 1'1-, /]":)-,+" :\ /' f\ /i I L HM. DOOR AND : FRAMe (TYPJ '" .-.."F .. i CONe. TIl-T-uP \/ i PANeL (TYPJ I I I I I I I I I ;'cO "0 -' ..0 o \i o -' (\I , -I I1.l z: it # o , N (\I ? -- o -' o 't' ~ \i it. "<? 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Hanlon AROOl7270 HNM project no.: 05-036 1 SOUTH BUILDING- FLOOR PLAN 1/16"=1 '-0" =~, 7 b -..... -' , N b N :.... = -f 1 - -;;. - --',,'" ~ o 0 ~* ~ ..... 0 N , , l<) ";i\. =_ 1', I'~ ~ t<J- , 0- ~ -1 7'/ ~~~~ cp cp I I ?J 1'-7~" ?JI'-7%" I I -711" - If \ . r I ~' e--, I I CONC. T II.. T -up PANel.. (TYPJ TINTeD IMP AC T I ReSISTANT GLASS WI e.s.p. ALUM I WINDOW FRAMes (TYPJ TINTeD IMPACT I ReSISTANT GLASS WI I e.s.p. ALUMINUM STOReFRONT AND I DOOR FRAMes (TYPJ I I F:e: -J ~ I :' fi ' / I! ./. V---~.",~ /7 ---- /, " V I t;'-O" 1 19'-9%" PANeL 17'-t;~0 PANeL 12'-0" 1\0 PANeL 20'-0" PANeL ARCHITECTURE LLC AA26000726 3705 NORTH FEDERAL Hwy. DELRAY BEACH, FL. 334B3 T561 .733.2225 F561 .733.23B3 HNMARCH@SELLSOUTH.NET cp I I I I I I I - 12'-0" 1\0 PANeL 20'-0" PANeL -40'-0" 20'-00 PANe\... I t;'-o" 12'-0" 1\0 PANeL 20'-0" PANeL ~ '_A'" -t;" .. -., ~ '7 " CfJ 40'-00 f cp " I I I I - 20'-o,J PANe\.. 20'-0" PANe\... I - . 20'-Q1 PANe\... - ~ ~ '-,," , -Pi 71 If I .' 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"0'-0" PANe\... -1" I " If,.. ~'_",",~' '\ ~'-il-~' I -,,; \ I - ~ '-"., & 71 If I DeNOTes LINe OF I PRoposeD MeZZAN INe AeOVE:' A (TYPJ ill .- -'" 1 I DeNOTes PANE:1.. ~o INT (TYPJ I I I I + I I I I I I 20'-0" REVISIONS: & 2006-06-22 1 ST REVEIW COMMENTS PROJECT NAME: OCEAN 95 EXCHANGE PARK ill Boynton Beach, Florida SOUTH BUILDING- FLOOR PLAN SHEET TITI.E: 40'-100 ~ '-Jl'" -t;" ""71 -" ~\ ~ I I -40'-0" 1 1 - Q) I I I 20'-oU PANe\... 1 2d-o"1!, ~\... 20'-oU pANe\... \ I " ?JO'-o" \q'_7U ~ I I l , 12'-0" 1\.0. ..,'-( U .11'- U -r-.......N 2'-2" ?J'_'+u 2'-2" .Q' '" \JV ~~i ~-~~~I~~~~~~~ ~~ I 0 I _' U N 119'-0%" PANeL Ii 19'-0%0 PANeL 2~'-o" PANeL ~ 74" THICI\ PANeL "7 ? 1 _A" l'-t;" ::.i -., _ "7 I " 200-a! ~\... I , 0" pANe\...1 20'-0" PANe\... .~ ,..J'-nYt;" PANet, 20- 1'\ -r '7 I l:t ~,_"., -!l '71 I I I I I I 20'-oo.PANe\... 20'-0" PANe\.. 1 I 20'-ou1PANe\... \ - 'I I 20'-0. P ANe\... ~ 20'-0" PANe\... 1'1 ~ '_~"\ -0" Net.. \ 20'-0" PANe\.. ,~ I ~'-,,""-f 3~~oiltu 0'-6 ~ "1 I 20'-0" P ANe\.. ~. 20'-0"11 P p.: '" --7 " " I r.... \ '" I - .' I. ~'_""',& , ' .. ~ I \ ___ ___ If . ~ .__d~-V_~ vi ~ I If Me,e~ v ",- 11 I ~FOM I SOUTH BUILDING I I I l-Storyw/~ezzanine I 34' 6" Mat Bldg Ht .A. A "A ---r I I I + I ~I-^~^ ~~ I + I 'SMOOTH 12'X 14' ISTUCCO FINISHI I I I I I I I oveRHeAD I ON 6" CONC. eyebROW DOOR (TYPJ I eXTeR lOR I I Aeove (TYPJ~ I I IMeT AL STUD I M. DOOR lAND I I WALL (TYPJ-~ I FRAMe (TYPJ I I. CONC. TILT-Upl eN,RY PANeL I I \J I I Aeove (TYP) '" -m__mJ\j H -\J~_~_ - ~ LA_________ m______J'-J~ _ _m_":J~m _. _ 1[7L______~_mmJ___J\j ____":J~___ 1lAmmm ____m__J'0 b IC:::I:: --r--T"' -- _::J 1=:-----~..:t:=:=:Y ~ ~ _ _::J I=:_____~~ b....----,- _ _ _ _::J 1=:_____~..:t:=:=:Y II II II II II II II II II II II II U II II 1'1'-0%" PANEL II. 1'1'-t;%" PANel.. 20'-0" PANeL 20'-0" PANeL 19'-0%" PANeL U, 19'-0%" PANeL 20'-0" PANeL L 20'-0. PANeL 19'-0%" PANeL u~ 19'-0%" PANeL 20'-0" PANeL 20'-00 PANeL ~' "f1 '1 ~ ~~U ~~U ~~U PANeL PANeL PANe\.. 20'-oU PlANe\.. ~. .- .... 1 I I I I + I I HM. DOOR AND FRAMe (TYPJ I I --"~ ~ ~ , " N :~ 12'-OU 1\.0. DATE: 5/17/06 SHEET NO. A -1.2 I I I ~'-2' ~'-2 1\.0. 1\.0. 2";)'-0" PANeL o -, , I I I 0 -1 I _' ll.J I N Z I :!- I ~ .... ~~:I ~ ......... 0 lO b -..... --' ~ -' , 0 l<) .Q N -1 ll.J Z ~ b , b b -' lO N 0' -' Michael W. Hanlon AROOl7270 HNM project no.: 05-036 II II tt-- . -it- -if- + -=-+ -it- --it --+ + ),( ) 1.4 ), 1.5 ),3 ~)1. ),4~ 1.3 rrrl ~ 1.1 H'" r. LT ARCHITECTURE LLC AA26000726 3705 NORTH FEDERAL HWY. DELRAY BEACH, FLORIDA 334B3 T 561 733.2225 F' 561 733.23B3 HNMARCH@SELLSOUTH.NET II II lr .~ ~ ~ tt-- it- -it- + + =-tt- -=--tt---i1 ==r~ ij -'-i--6~t 8~ 0~ + - + r\- II 'If tt-- -it- -if- + -=-tt---it- --it I II -I~ IF-it--it-+--tt---it--H--ii II II +--8-0~ -+ + + , " r7\ , Mel~' 10.00;.\ t.-.-J PH010ME1R~C NUMeric SUMMo.ry Project: All Projects Lo.bel Co.lcType PARKIING LOT IlluMino.nce PROPE RTY LINE IlluMino.nce PRDPE RTY LINE IlluMino.nce PROPE RTY LINE IlluMinnnce LUMinnire Schedule Project: All Projects Syt:'ibol Label 7'-'\[ -B C '---'--fir' B -EJ A EJ 'v/2 ArrangeMent SINGLE SINGLE ~ SINGLE SINGLE LUMens 36000 36000 36000 12800 LLF 0,720 0,720 0,720 0,720 - -+ , 1.=30'-0. NORTH Description GFM 5 400 MHR MT F GFM FP 400 MHR MT F GFM-3-400-MHR-F-HSS GB'v/S FT 175 MH MT Avg/Min 3,36 0,00 0,00 0,00 Mnx/Min 6.40 0.00 0.00 0,00 Units Avg Fc 1.68 F c 0.16 Fc 0.14 F c 0,08 Max 3,2 0,5 0.4 0.4 Min 0,5 0,0 0,0 0,0 TO CONFIRM THAT THE SPECIFIED PHOTOMETRIC CRITERIA HAS BEEN MET, A COMPUTER DISK CONTAINING THE IES PHOTOMETRIC FILE FOR THE PROPOSED ALTERNATE/SUBSTITUTION MUST BE SUJBMITTED TO KAMM CONSULTING ENGINEERS FOR EVALUATION NO LESS THAN 10 DAYS PRIOR TO BID. ANY ACCEPTABLE ALTERNATE/SUBSTITUTE MUST BE APPROVED IN WRITING PRIOR TO BID DATE. REVISIONS: ^ BLD. DEPT COMMENTS ~ 7 25 06 ].e.: M.W.H. P.M.: GK Drawn by: G.K E1.1 A E1.1 B - -- ~:u; ONEs] RY --j I -\ IN},,: Er] \ \ \ \ \ 1 I ~ ..r---- ;...-- )NEsrI RY lNDuspiLUj< fflCE k= - \ -0 ;;,;~. d"= ~ \ \ --=', I _ '::t Nous-nll.\LtO l'i:EFul< H~~ '":@I ~~ I-- = n m \\J~ _ - =--:J:"" ~ ';;:: ~'J'l~ (he 5.;00 Ioi l= - umru u ~IJ U 1I1I =- ~T~:t,;")k_l!,, ~ ~ - \luhifOuIT cIDUirll ~_/\II\\n\\\\\\1 ~ ..--------:i \ 1~ ,:~~~~ 0J '" .......11TlU T 'lJ HI JO IT "1l HP'1J u m '--' l..... \ rll. n \I \ \ \ \J\Y'\.I I \ \ \ n \ \ \ \ U Q" L, ~'\U '!C' ~...... d ) .,. ~~"'- 1IIIIInll,llln,IIIIn.../lllnlllllll \TI\ \ \ u, IllFi'TTll U IT fID u IT iU u IT.s:.,- ^ ~-J<'[III" II \ 1\ \ III fO/1J III III \ 1\ f'\:o/'lI I \ 'II\\,~ \ :=I\llllU './'t'f - I~ ""'-IJl KEV PLAN PROJECT NAME: 1"=200'-0. NORTH OCEAN 95 EXCHANGEPAIDZ BOYNTON BEACH, FLORIDA SITE SITE PHOTOMETRIC PLAN SHEET TITI.E: ~ +1 DATE: 4-19-06 SHEET NO. El.' A II -\ I ~ it- -it- ~ =it- -=-tt- -H- ----ii - + ( ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION KAMM CONSULTING PROJECT #: 2006-0387 PROJECT MANAGER: GREG KEMP -00 1407 West Newport Center Drive M M Deerfield Beach, Florida 33442 Phone 954.949.2200 Fax 954.949.2201 . engineering@kammconsulting.com Consulting Certification of Authorization #8189 DIRECTOR OF ELECTRICAL ENGINEERING Lon T. Carter Florida License #35249 date DIRECTOR OF MECHANICAL ENGINEERING Mircea Pella Florida License #48798 signed - @~ '--l/ ) Michael W. Hanlon AROOl7270 HNM project no.: 05-050 ._~--,-, - I- . 'I ! --0-. I I I I I I I I CENtRAL BUIlDING l-Slory w jMezzanine 3"1' -6" Max Bldg Ht I I I I I 2.6 2.1 1.4 I.I 2.3 2.~ 2.4 2,0 1.4 1.5 1.8 2\ 2.0 1.7 1.3 1.2 1.5 1.5 1.5 1.4 0,9 1.2 \ 1.2..--1 1.2 1.2 0.7 0.9 0.9 \10 1.1 0.6 0,8 1.0 1.1 1.0 0.6 O. 1.1 9 1.2 07(2) 1. 1. 0.8 1.0 + 1. 1. 1.1 1.7 1.7 1.5 1.3 1.0 0.8 0.8 0.9 1.1 1.4 1.4 1.3 1.3 1.7 1.9 2.1 2.0 1.8 L6 1.1 1.4 t7 C.U 2.2 2.2 2.0 1.6 1.1 0.9 0.8 0.9 1.0 1.2 1.3 1.4 1.8 1.6 2.4 2.7 2.5 2.2 1.9 1.6 1.6 26 .1 18 .7 ~ l-Story w /MezzanID; 34'-6" Max Bldg H ~ i-Story w /Mezz~e 34'-6" Max Bldg H o o c...') <C ~~ ~ _---- zuJ -CL .~if< 0 ~ 1.~ o. 1 -e. 0.9 1.0\ o c...') <CB~ ~ ---- zuJ -CL~ -.~ .~~. 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'II r-Ul I .~ II . GRADE <D I i0 #4 GND, SOLID TINNED COPPER II.' , :: l:J BURNDY TYPE "GRC" HIGH STRENGTH GROUND ROD CLAMP OR EQUIVALENT o I <J'l '-3/4"x10' COPPERCLAD STEEL GROUND ROD. J 1 NOTE: THE POLE SUPPLIER SHALL CERTIFY THAT POLE WITH FIXTURE AS SPECIFIED WILL MEET 140 MPH WIND LOAD CRITERIA. PROVIDE SIGNED & SEALED CALCULA T10NS BY A REGISTERED FLORIDA ENGINEER 11" ( ISSUED FOR PERMIT ISSUED FOR CONSTRUCTION ) KAMM CONSULTING PROJECT #: 2006-0387 PROJECT MANAGER: GREG KEMP OOM M 1407 West Newport Center Drive c- Deerfield Beach, Florida 33442 Phone 954.949.2200 Fax 954.949.2201 . en~eering@kammconsulting.com Consulting Certification of Authorization #8189 DIRECTOR OF ELECTRICAL ENGINEERING Lon T. Carter Florida License #35249 date DIRECTOR OF MECHANICAL ENGINEERING Mircea Pella Florida License #48798 GR[E[E~BR~AR SCO~C~ LIGHT FIXTURE "GREE~mIAR" SER~ES NOT TO SCAlE CONCRETE POLE DETAIL NOT TO SCALE signed H'" ARCHITECTURE LLC REVISIONS: ^ BlD. DEPT COMMENTS ~ 7-25-06 PROJECT NAME: DATE: 4-19-06 AA26000726 3705 NORTH FEDERAL HWY. DELRAY BEACH, FLORIDA 334B3 T 561 733.2225 F 561 733.23B3 HNMARCH@SELLSOUTH.NET J.e.: MW.H. P.M.: G.K OCEAN 95 EXCHANGE PARI< - SITE BOYNTON BEACH, FLORIDA SHEET NO. SITE PHOTOMETRIC PLAN El. B Michael W. Hanlon AROOl7270 HNM project no.: 05-050 Drawn by: G.K SHEET TITI.E: . Q) 0) c co ..c o x w L() (j) c CO Q) o o - III a.. ~ :E o z :;::::. x 1 A B c CB#1 TYPE 'E' RIM= 21.32' N. INV,= 14.00 D 2 3 NOTES 1. ALL PLANS SUBMITTED FOR SPECIFIC PERMITS SHALL MEET THE CITY'S CODE REQUIREMENTS AT TIME OF APPLICATION. 2. ALL PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND APPLICABLE BUILDING CODES IN EFFECT AT THE TIME OF PERMIT APPLICATION. 3. DRAINAGE WILL CONFORM WITH ALL RULES , REGULATIONS, CODES, ETC. INCLUDING, BUT NOT LIMITED TO, CHAPTER 6, ARTICLE IV, SECTION 5 OF CITY OF BOYNTON BEACH, CODE OF ORDINANCES , LAND DEVELOPMENT REGULATIONS. -'W- -5S+-- . . lIt I-J. 1 ~ --++ LEGEND WATER MAIN (FIRE) SANITARY SEWER (WITH DIRECTION OF FLOW) STORM DRAINAGE SAN. SEWER OR DRAINAGE MANHOLE & PIPE CLEAN OUT TEE CONNECTION 900 ELBOW 450 ELBOW 22.50 ELBOW FIRE HYDRANT WITH VALVE STORM DRAINAGE i----- _u_ ----------- _u -- -~ ::~~~~~~~~~~~-~~-~-~=~~=~~=::='-:=----=----=----~----~----~--~ :=O~ ! -------------'------- - () co' ", + -- ... -- 38 LF OF EXFIL TRATION TRENCH CB#2 RIM= 21.05' TYPE 'E' W. INV.= 14,00' N. INV.= 14.00' 447 LF OF EXFIL TRATION TRENCH 4 5 6 ABBREVIA liONS U.E. - UTILITY EASEMENT MH - MANHOLE SS - SANITARY SEWER (MAIN) W - WATER INV. - INVERT F.F. - FINISH FLOOR MIN. - MINIMUM ~ ~ ~ ~ t l'" ~ < 6 - r./.i > ~ s c. t:l I r:: ~ E-- < Cl f- a "i c: Z (j r:: w v a.. v L() Z <0 0 I ro L() (j) V or- Z J'. L() W C") .......... C") or- > 0 <0 W =t:I: L() I- ......... (j) W =t:I: (j) a.. w z z 0 Z J: W a.. 0 0100 000 ~~ MO MO ~<~ ~gN ~~~ U~N ~~b n 0 ~o ~> ~ g ~~ ~~ ~~\O a~~ r:l.o ~g r./JU ~~ W (9 Z <( I ::C ()U)~ ><(j)w WWOJ lOZz mwO cn(9t- - z Z >- <( 0 W OJ () o --I L.L ...I z <t: ...I --I 0- W :I (9 <t: z - :I ~ 0 ...J ~ > N (9 0 Z - :z: 0 ~ U (9 - (9 Z - ~ 0- , , ~ I. DATE AUGUST, 2006 PROJ 344818 30 0 15 30 60 DWG ~ I I I SCALE: 1" 30' C2.1 <1) 0> C co -C o >< W .1.{) (j) c CO <1) o o - -Ill a.. "S - ~ o z :;::. . A B c o 1 2 3 NOTES 1. ALL SANITARY SEWER LATERALS SHALL BE 4" SDR26 WITH A 4" C.O. EVERY 75' UNLESS OTHERWISE NOTED. W- -SS-+-- 2. ALL SANITARY SEWER LATERALS SHALL BE SLOPED AT 1%MIN. . . 3. ALL PLANS SUBMITTED FOR SPECIFIC PERMITS SHALL MEET THE CITY'S CODE REQUIREMENTS AT TIME OF APPLICATION. 4. ALL PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND APPLICABLE BUILDING CODES IN EFFECT AT THE TIME OF PERMIT APPLICATION. 5. DRAINAGE WILL CONFORM WITH ALL RULES, REGULATIONS, CODES, ETC. INCLUDING, BUT NOT LIMITED TO, CHAPTER 6, ARTICLE IV, SECTION 5 OF CITY OF BOYNTON BEACH, CODE OF ORDINANCES, LAND DEVELOPMENT REGULATIONS. . ~ '1 .J "-i ~ I I I I I I I I I I I ' I I I I I I I . I I ~I N 01 ~I 01 _- wI --- W - en ..I ~I ....JI ::c 01 ~I ~I I I I I, I I _i_'_ ." r - 4 LEGEND WATER MAIN (FIRE) SANITARY SEWER (WITH DIRECTION OF FLOW) STORM DRAINAGE SAN. SEWER OR DRAINAGE MANHOLE & PIPE STORM PIPE WITH CATCH BASIN CLEAN OUT TEE CONNECTION 900 ELBOW 450 ELBOW 22.50 ELBOW FIRE HYDRANT WITH VALVE STORM DRAINAGE I EXFIL TRATION TRENCH ABBREVIATIONS U.E. - UTILITY EASEMENT MH - MANHOLE SS - SANITARY SEWER (MAIN) W - WATER INV. - INVERT F.F. - FINISH FLOOR MIN. - MINIMUM L: <( .~." ."".~ l.~__ ,.1.:. CJ_ , ,_ ._.. ~:1--'-' - - 1. ,-- :1 ._ .__, !;.._-~- .-tL==~ -"~1..J EXfSTING .. 20" FORCE MAIN --- --- -- - \ i " \ I r.1.1 L_" -- --- --- --------- [(\. -- - r:"\ __ - - 1::~,J,..."c. f\ n ,-,[(1....-... .r:1.., .. 'c_ ~.. C,-"J:zl,~"~,~,==,~~,,~~--c=r' -- --- - DRAINAGE MH #2 _ __ RIM= 20.95' _ __ - - 2 0' --- E. INV.-1 .0 _- --- --- \1t I I I n n. ra.. 90 LF OF EXFIL TRATION TRENCH r ., I I I I I I I I I I I I I I I I I I I I I I I I , , I I , I " , I I I I I I , I , I I I I , L J "tl ~""--,.'p'.''--,::-':'':'' .,~ .... , {( -. . ....~ .'.'. . " 'I : 110 IF 8" PVC SDR-35 @ 0.44% ---"\ -- -- --- -- -- -- 1--"'-'--"""'''''- -, -----------_J , ' , r ~ I ...,. -r ,-..,.A ~ . " . i "~_,.' 134 LF OF EXFIL TRATION TRENCH , - ,~;, ,,:>.1:. '--f''''-.''''';' ..__'..c:...,'C._ .. ... ......,r.,.'.~.-..". ......1: .\' t"':: 'jr '., c ,Jth I. ,'~ .., U. .uC ..': '~' ....'.!I '\ /', ,~i ,"- : '.[ -~; " ~ ~ to. ~ ...,.. -r .,.. '~.. . , i '.' i ---- I ___-- ---- ,,-., i LTJ .....' -'- I..TJ. ---~ 1 ___--1 ------ :I.,1-------- ------ I I CB#4 TYPE 'E' RIM= 20.60' S.E. INV,= 14.00' W. INV.= 14.00' N.E. INV.= 12,00' CB#5 TYPE 'E' RIM= 20.12 S.W INV.= 14.00' N INV.= 14.00' 96 LF OF EXFIL TRATION TRENCH 96 LF OF EXFIL TRATION TRENCH 370 LF OF EXFILTRATION TRENCH '~,,". "~ DRAINAGE MH'#3 RIM= 21.00' : ' E. INV.= 10,50' r , II I , I I I . I , I I I" . , I I I r , I I I ,'O I I I' I ~- Ii r \ J.. " ".'O", 'O~'>'''~lrc,,,-~'''' .'O' .,\I'~L' .\...~: ~-~ \ L!J : I -, , ,J --- -- CB#6 TYPE 'E' RIM= 20.12 S.W INV.= 14.00' . W. INV.= 14.00' N. INV.= 10.50' 5 (t, ."' Hr~ ;-- L. I P',:[-. i~\ (~).~~)~J: 6 ~ ~ < ~ t:Q ~ ~ <l z ~ 9 ;:r r:/J C. :> ~ ~ C ~ ~ < Q 0 ~ c.: Z rJ. C W v a.. v I.{) z co , 0 ex) I.{) if) V 'l"""" Z I'- I.{) ('l') ..-.. W ('l') 'l"""" > 0 co W lI: I.{) ..... "'--" if) W lI: if) a.. w z z 0 z :c w a.. 0 . - -....1 I I I I I I I I I I I I, . r~~: . \! I " , !I i II .OJ I I I~ I~ 1<9 I~ Iw I~ Iw 13 1[5 I~ I~ I - ,_..,,,'~ -, ~ 'c.-' ,..' .. ..----- I' ~ __ t ~~f";~~'-l<"C~,L"~ --_ c.. r..~ ~ e, ~ ~ ' l., 'I \ - Il;. , ~'- ;:' \, \, ;: 00' , ' \ I 'r'.:; ~~"i r.':~~"'-~ \ I ,.:_-,::_/ , , :' ---- ---- " CENTRAL BUILDING F.F. ELEV.- 22.00' -r q \ , ~ +ri" Ii ! ;l : \\: -- --- I-j '. i i" i ( l") /., '., ~I i \ -'- -l..[~ . "I ~3 () ~=_j -I z <( -I --1 0.. W :I (!) <( z - :I ~ 0 -.J ~ > N 0 (!) z - :z: 0 ~ u (!) - (!) z - ~ 0.. , , ~ y DATE AUGUST, 2006 0 15 30 60 PROJ 344818 30 ~ I I I DWG SCALE: 1- = 30' C2.2 0'100 000 '<:f"~ MO MO o 1:il<\D d~(j ~~~ ~o U~N ~f:1.18 "0 :I: 0 Uo ~<~ ~~I:il ~~\D o~8 o ~S ~~ -.-. 1 It' ,-" I I I J --- I I . 331 LF OF EXFIL TRATION TRENCH w <.9 z --1 <( u... I I UU)U x-<( wfB~ l.OZz (J)WO cn(!)t- - z Z >- <( 0 w m U o (l) 0> C co ..c o x W 1.O Q') c CO (l) o o - (1) 0.. ~ ~ o z ::;::::. . 1 2 A NOTES 1. ALL SANITARY SEWER LATERALS SHALL BE 4" SDR26 WITH A 4" C.O. EVERY 75' UNLESS OTHERWISE NOTED. -W- -SS+-- 2. ALL SANITARY SEWER LATERALS SHALL BE SLOPED AT 1%MIN. . . 3. ALL PLANS SUBMITTED FOR SPECIFIC PERMITS SHALL MEET THE CITY'S CODE REQUIREMENTS AT TIME OF APPLICATION. . Pi ~ ~ ~ ~ 4. ALL PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND APPLICABLE BUILDING CODES IN EFFECT AT THE TIME OF PERMIT APPLICATION. 5. DRAINAGE WILL CONFORM WITH ALL RULES , REGULATIONS, CODES, ETC. INCLUDING, BUT NOT LIMITED TO, CHAPTER 6, ARTICLE IV, SECTION 5 OF CITY OF BOYNTON BEACH, CODE OF ORDINANCES, LAND DEVELOPMENT REGULATIONS. 8 I I I I I I I If NORTH BUILDING MIN. F.F. ELEV.= 21.50' c ~:.""o""". ." D'e ~~l.'."-.',.-,',...,.',','. ':',. . , ,,--", I ' . " \ ",I, ' , ' i ' ii 1. ----"-4 ~.\CC"..f.-,. :,., ~: "5f~"""'--"'''- , r :hI....'. '1' ';~ i, \ ~~ f~: -,\ II : \ \ . .'\ ,I ~I-_ \. -0 r ~., ~,'\ . " i.r '- : ,'. \ ,. .-' I '1,- ,_' -', - '(. . 1 :,:._~ ' , \. ;'1 .. --vV\,- ------ ------------ ---, -4'. J__-1l 'I .._'t , t I \ ----------- ------- - - 319 LF OF EXFIL TRATION TRENCH i. -4t-' r-~ It' I I \ ... -- ------- ... .- ------- -- -- ------- ------- - - --- CB#7 TYPE 'E' RIM= 19.80 S. INV.= 14.00' N. INV.= 14.00' I I 331 LF OF EXFIL TRATION TRENCH D 3 LEGEND WATER MAIN (FIRE) SANITARY SEWER (WITH DIRECTION OF FLOW) STORM DRAINAGE SAN. SEWER OR DRAINAGE MANHOLE & PIPE STORM PIPE WITH CATCH BASIN CLEAN OUT TEE CONNECTION 900 ELBOW 450 ELBOW 22.50 ELBOW FIRE HYDRANT WITH VALVE STORM DRAINAGE I EXFIL TRA TION TRENCH 4 5 6 ~ ~ >- o:l E ,; ~ <t ABBREVIATIONS z ~ 0 I--i U.E. UTILITY EASEMENT r:/1 c.. - I--i ;> MH - MANHOLE gz SS - SANITARY SEWER (MAIN) W - WATER INV. - INVERT F.F, - FINISH FLOOR MIN. - MINIMUM ~ C I I I I I (/) (/) (0 l- (/) X ill I ~ ~ 0 0 ~ C Z r:/. C W v 0.. V 1.O Z co 0 I co 1.O CI) V ~ Z I"-- 1.O W C') -- C') ~ > 0 co W lI: 1.O I- '-' CI) W lI: CI) 0.. W Z Z 0 Z J: W 0.. 0 L.. ! .J _. _ _.n _. _ _. .;" ~ .- _ _ _ _ - - ...~~--: - - .:..-~ ~-- '-:--1~~~-"~ . .. - --- i . I I I DRAINAGE MH #4 . L E. INV.= 14,00' ! --------------~I " , 'I. ., " ,n n t I I:: ~r' L'i I!, : I ..--, . -. :1-- I;.i : .: ,: , I -------. --Nv- _--------,--~-- I -~:~e-is!~~~JT\~..~~F> ~--, ~ ----- '.---.----\ \ ---- _------- I I " .-1---1--1-- .-------- _----- _-~,- -,-- 'I I ; __ ., -- I . , I .------- CB #8 - - TYPE 'E' - .------- - RIM= 19.80' ----- S. INV.= 14.00' N. INV.= 14.00' n fl- , .- I -------------- -------------------------- t---------- n In"'." ..Q .,__." _ _,...0 _0..0. .ISl. 0......,..-,.. ,.-,o.Q."..,c'~"~.,,, ......n 1'-' I C}I I ~I ttll V5 I w I ~I W I 3 I B I ~ I ~ I I I I I =~.~~ I ' I ,;irl~<r'~, 'l' ~L;\, ~ / ~ 'i' I, U'V : . /20551 r___---------:-- r-. 61r'i'~. _ " ",-; I -Y 'rl , ; ~.", " \ , t 1; i I, i ,:i', ill 'I' \ ' I,; . i i ,,'~e :"i' "~ \ .. 1/ l\ ).' " 'I '- 0. I' " v ---- --- -- r~~ , +, 1 ,. \ r-1 .... ... - t~~ _____ .... -- ----- \ ----- .... -- ------- - - 0'\00 000 '<:f',...-l Mo MO ~~~ ~ON Ul:-jU ~~~ U~N ~~t' n 0 ~O u8 ~;> ~ 0 ~t:Q t:Q~ j:il::8\O Z~lF) O~\O ~O f-18 r:/1U ~~ W <.9 Z -J <( ~ I I ()(j)~ X(j)W Wwm I.OZZ O)WO 00(91- - Z Z >- <( 0 W m () o ..n 65 LF OF EXFILTRATION TRENCH w ::::> 2 W ,~ '2 <( ill U '0",' .' ':s: -,,\ r ., . I I I I I I I .. ,.. -.-p'rC:,' :I,:c'[ I ,- ~ ~ ii : I ~ i i r '"'.:" '......'.1' " 'I r" , "'v Ii I I I I I I L .J l ,', ~ -I Z <( -I -J (L W . J: (9 <( Z - I: ~ 0 ....J o(j > N 0 (9 Z - Z 0 ~ U (9 - (9 Z - > <( (L / / ~ l DATE AUGUST, 2006 PRO] 344818 30 0 15 30 60 DWG ~ I I I SCALE: 1" = 30' C2.3 . <l) 0)- c co ..c o >< W L() '0) c CO <l) o o - CO a.. ~ ~ o z ~ x -W- -SS+-- . . A jJi ~ -l k..t -4- B I I I I I I I I . I I I EXIST. I SS MANHOLE I I I . L__+-_--_--! I I I I . I I I · U) I U) I O::l I ~ I ill I I I I I I I I I I I EXIST. 1 ::2 SS MANHOLE~ ~ u.. . I I I I I I I I I I I I I I I L_..___.~_____ .. .."------ -- --.----- - ------- ------- ---- "~_._------ -.- ._--- - - - ---- ---~- --..-- ----_.- - --.---- 1 2 3 LEGEND NOTES WATER MAIN (FIRE) SANITARY SEWER (WITH DIRECTION OF FLOW) STORM DRAINAGE SAN. SEWER OR DRAINAGE MANHOLE & PIPE CLEAN OUT TEE CONNECTION 900 ELBOW 450 ELBOW 22.50 ELBOW FIRE HYDRANT WITH VALVE 1. ALL SANITARY SEWER LATERALS SHALL BE SLOPED AT 1% MIN. 2. WATER MAINS SHALL BE D.I.P. CLASS 350 UNLESS OTHERWISE NOTED. 3. DURING CONSTRUCTION, ALL ROADS SHALL BE COMPACTED TO 32 TONS TO THE POINT OF VERTICLE CONSTRUCTION. ROADS SHALL HAVE TURN AROUND CAPABILITIES SUCH THAT NO ROAD WILL DEAD END W~TH OUT A PLACE FOR THE EMERGENCY VEHICLE TO TURN AROUND WITHOUT BACKING UP. ROADS SHALL BE KEPT CLEAR OF DEBRIS SUCH THAT AN EMERGENCY VEHICLE HAS ACCESS TO ANY PORTION OF SITE. IF DUE TO NEGLIGENCE OF CONTRACTOR, ANY EMERGENCY VEHICLE BECOMES STUCK AND I OR DAMAGED, CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL COSTS INVOLVED. STORM DRAINAGE 4. ALL PLANS SUBMITTED FOR SPECIFIC PERMITS SHALL MEET THE CITY'S CODE REQUIREMENTS AT TIME OF APPLICATION. 5. ALL UTILITIES ARE AVAILABLE AND SHALL BE PROVIDED BY ALL APPROPRIATE AGENCIES. ABBREVIATIONS 6. ALL PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND APPLICABLE BUILDING CODES IN EFFECT AT THE TIME OF PERMIT APPLICATION. U.E. - UTILITY EASEMENT MH - MANHOLE SS SANITARY SEWER (MAIN) W - WATER INV. - INVERT F.F. - FINISH FLOOR MIN. - MINIMUM - ---- - --- -- ----~ ,-- - - - --.- --- - - --- - -. ...--- -- -- ,. -- ...---- .-- ,--,--- ---.--. I11III( -- u - - - ..- . - ------~-~------ ~--_. - ~ c o I JI - ----'"O..----f'--'-~--fj--.-.----"H_'l-'---.---11------------Tl'---.-rl--'..----------n--ii~~-=== - -fl ~-----f--r--'" II JJ. il I ____ J___________ I ~--'-----Il- --jl----ll---- II i+.-. J L.. -----'] --- .. --- i ,- --- ----IT - -,--" : .... - -- -,-- I i l ______.. -..6---.. ---- It=~~-==--ll=J- - ...-. Lr'---=-=~-=~=-:~=r[~-=-~---~-~~-----t------'--i:J------+J-------_-[:!-___-u----------d------tr ! I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - - - - - - - - - -~----~--- -= -_:.=:. ~ ~: = 0 ~ r- __-- i --------------- : -------------------- I I I I I I -- --- ------ --------------- --r-r-7--;'-~.7 ////....-j /NO P P\RV\~:~9 _' , /LOAD\NG Z1)Nj/1 ' //; / ,/ / / / I ,~~-=' a-r',l /~\ v -- ,- -- - --, ..~ f7777-. J ~ -~~:.:~:: =-:=-~~::::::j-;"~! ~--!0 Ii' -- -- : II ~ c. I 8" D.LP. CLASS 350 WM - -- --------~ -~- r- -- =-=-=-___---- ~=- __ -- -- -- -- -- ., ..t..- ~---- - --- CJi L_------ ~12' U.E. . .....==,- ~-, "~.....;.~-~...~; ~~::::::- =:.. . ~_~~ r...~ ~- L..I II - b I .::.;;r;:x:=--ll. !If - ~,.,-- r- , I \ : I ' L'1- ~ I I " 'ell-.-:. t:.. _~. ' L._ w ~ ~ ~ t- O ~ c: Z (J C , w V a.. V L() Z CO I 0 <Xl L() if) V -r- Z f'- L() (W') ......... W (W') -r- > 0 CO W =It: L() I- ......- if) W =It: if) a.. w z z 0 z :c w a.. 0 4 5 6 u.j ~ ~ ..... <o;t ~ U) I I U) U) ~ I- U) X ill I . I I . 1_. 1,_._._._,-'-'-. . -EXIST 8" W - . - ' - ' - ~ ~-=- _ ~ _ _ _ _ _ _ _ _ _ -I -~~~~----- . 8" VALVE S. W. 6th STREET I I -----------------------------------------1 ----------------------------------------------- I I I L,~ ~. ,-+1 EXIST. FH ----.........t,' . .........rl EXIST. 8x6 REDUCER ---- 4" FORCE MAIN I I . I I I I 8"WATER MAIN 0'100 000 "f'~ MO MO ~<~ ...:lgN ~~~ U...:lN ~~" 8 ~o >uo ~~ffi ~~\O o~8 o E-oo r./.1U ~~ -I -I :I I: N :z: U UJ .J / , (l \ <(:=~ ~/ ..;<. V . (LCl ....... < / <- -- 00/ / 00 . I I \ T j ./ ',Z"::;/II/Z"":':::""'-'-fi-1-r ",/ \ ~I , T/ ~t.n.2J! " ",/ _- -- ~ _~LLJ W , ~ r -- ,_j../. .._-- --r ~ t '-.'-'-'- , ""',..----" ~ ~- . .' . --- t-~_, -~ - I 10'SEPA~~~=---=.;f~-------c=-- ,'c-' .-, I I _ ------ I . .-, ~ f I 10' SEPARATION r-, l!J I _----- r-" I _----- ...1 _----- I..T.a ------ _.!..------ ---- ------ ------ ~1 ~ ~ ~ ~ f ,.. 1= -< ~ ~ r./.1 C. > ~ ~ C W (!) Z -' <( LJ.._ I I ()U)~ ><(j)W Wwm LOZZ O)WO (j)(9t- - Z Z >- <( 0 W m () o Z <( -' a. 0:: w --.J $ > w o U) ~ 0:: w t- ~ / / ~ :t" DATE AUGUST, 2006 PROJ 344818 30 0 15 30 60 DWG ~ I I I SCALE: 1" = 30' C3.1 <1), 0) c ca ..c o >< W ~ j) c ca Q) t.) ;2 Q L > > ~ :; i . o . c 1 2 3 4 5 NOTES 1. ALL SANITARY SEWER LATERALS SHALL BE SLOPED AT 1% MIN. 2. WATER MAINS SHALL BE D.I.P. CLASS 350 UNLESS OTHERWISE NOTED. LEGEND -W- -SS+-- A 3, DURING CONSTRUCTION, ALL ROADS SHALL BE COMPACTED TO 32 TONS TO THE POINT OF VERTICLE CONSTRUCTION. ROADS SHALL HAVE TURN AROUND CAPABILITIES SUCH THAT NO ROAD WILL DEAD END WITH OUT A PLACE FOR THE EMERGENCY VEHICLE TO TURN AROUND WITHOUT BACKING UP. ROADS SHALL BE KEPT CLEAR OF DEBRIS SUCH THAT AN EMERGENCY VEHICLE HAS ACCESS TO ANY PORTION OF SITE. IF DUE TO NEGLIGENCE OF CONTRACTOR, ANY EMERGENCY VEHICLE BECOMES STUCK AND I OR DAMAGED, CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL COSTS INVOLVED. JIf fJ. " Io-f ~ WATER MAIN (FIRE) SANITARY SEWER (WITH DIRECTION OF FLOW) STORM DRAINAGE SAN. SEWER OR DRAINAGE MANHOLE & PIPE STORM PIPE WITH CATCH BASIN CLEAN OUT TEE CONNECTION 900 ELBOW 450 ELBOW 22.50 ELBOW FIRE HYDRANT WITH VALVE U.E. - UTILITY EASEMENT MH - MANHOLE SS - SANITARY SEWER (MAIN) W - WATER I NV. - INVERT F.F. - FINISH FLOOR MIN. - MINIMUM ABBREVIA TfONS . . . 4. ALL PLANS SUBMIITED FOR SPECIFIC PERMITS SHALL MEET THE CITY'S CODE REQUIREMENTS AT TIME OF APPLICATION. 5. ALL UTILITIES ARE AVAILABLE AND SHALL BE PROVIDED BY ALL APPROPRIATE AGENCIES. --------- 6. ALL PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND APPLICABLE BUILDING CODES IN EFFECT AT THE TIME OF PERMIT APPLICATION. STORM DRAINAGE I EXFIL TRATION TRENCH --------- B . ..- . --T . I . I · I . I . I I · I I " =-n----lI--rr- . it----l1__ ~ -11- --=j1---=n---IL=jL:-"-"[F:I= ]=___ · t -- -- =-__L --lift-- ---J 1--]----..-1 ~--J=' - n-----rl---1J=-~::-1t:"-"::-:l=:1t::_::=:t1-- -Jr==--[----J . :=:jf=- -j) ==:,j -,~=:jr:1U-r"~~-=:-t~~I! ~,~ -:-~~~r="~~=--~-=---=U----'--'-'+-----EX1SffNG ,_,____ _ l-1t--.n I;L II~, -- 'f'- -- -Ir-- '"-"0--': -- i~-. .:!J--.....J._.. .[l._ u--- ,< --- - .-- _..:--.~\----" _ J \ _ _ ___ _\ ',____--- -u- _ _ _ 20" FORCE MAIN ' 11 I WJ 1 "~----- - -0--'-'- -. ,9 _ I_ I' .__ ._ .4 -" r- -- .. -. ----~ --ni\-:'::=\\--==--k::.-u- a' · I I 22' U.E. ---1I::,':='XLi _ -==-u.=~-- · I -~-------i\\, __ __- \!______l __ --- f \ ....--," I (_~_' ..q.-----'lt- ~----t\ --.- ---U-----~ · .---1'1----- 11_- -.----ll...- _----\;j------- -,,- '. I ---------+1 __...J~ . ___ · I 1------L"'---.--'-~4-: ---11 '-,__-~J-------- ,--- I --------tr"--__\j- - ---:.u------ 8- _ _ _ _ L-.c- -.:::11+ -.::.-: :n-=1f:.:.:--Jr-::''::-- -- _ _ _ _ _ _~~=__=""~__~_~ ~ ~___.__~.~.J2L~ I.. - -=--=\r':"--;1, --'- - 1 SANITRY MH #1 _ _ _ _ _ .(""';1, /. __,coc___ce- ......... __\"1,\\, _II 't--.--- -- I . I RIM- 20.50 _ _ _ _ fiL~~~-'""--)''')>' · I I E. INV.- 8.32' _ _ _ - _J~==-~ ~_ ~.__-._._ '-: · I S. INV.- 822' _ _ _ - - hi _-.._--~...dk~ 3 · I: ~~iE~~~~~ _ _ _ - - ~.__>~=_--.J~-'--~ tu I I I _ - -- - - JS]_--~-==";-d.-..c ""'~..,~.__._ W . I _===",".c=~- .,~__ ::I: (/)1 fiJ .------ I (/) . . . _~ I ~ 1=-== 'I' ,1/;l At,i:c( ~ -' . r}'IC~~ Jj~ ff:' / [5 . . "I'~ '(11)'" ~ I ~ <3:: 1 i ------ ~. ~I' ~ ~-~ . I . FIRE . HYDRANT ASSEMBL Y L~.~_,..~~=. 'i;----- j- + --, -:'t-~---- -- -- -- 1--'- I I I I --- - - -_ __ _ __~ _L _ _~_ _ __ 6" SCHED. 40 PVC SEWER SERVICE LATERAL AND 6" lWO WAY CLEANOUT - - -- ---- - -- - -' - - --- -- - -- -- - --- - -- -- -- - - -.. -- -.. - - - --- - -- - - - '- - -- - - -- ,-- -- -'. M____ ---- ~---"-. --- - -------i. ----- 'IT\:- CONe HEADWALL : :: n "\ .'\~v" liNE EL. 9,5:1: . !! [ L.J - \_' I , i i":~l<....., 'q" P l- P I ,; --Lee., ,\, " , . i ( I , , I i I . I I I I I , : : . I , -IT-- ,,..._-ft-J. !---r-ij- .. n---ft--r:::-=_-f___ . __p II " J i ---j , ...11 --.- - -,+ -----.- '1'1,' -, - "'- d,--- - """-/1 II 1. -- -- - -1- - -- -H--- -- i'l . - :--- q - :1 i -...ll-----p.....-------------{J.__----", ---tJ ' .Jd--.------li-'---.J,-.i--H-,_,__,__---tJ___...._-=-__,__ ," " -- - C FIRE H~D~T ____.. ASSEMaL y _____ ; I . 1\ _ ! ~"OJ.P. CLASS 350 WM I ! ~"X6" REDUCER : ~ : iIZlJ . ~ =--r . +.+ i--==~==- J 1 ~ ] ~ \ ,- '" I I 0 ~-+,-_..,- I ~ : : 'W lLJ I ! l~--~-- : : I~ ~-~ . w I ~~~iktJClJ\Sll . ~ I .,' 1 W" ! I l ,I, Ii L;---,-- 1 5 i , I '[5 I 8" O./.P. CLASS 350 WM 1 !;: I 6" SCHEO. 40 PVC SEWER . ~ I SERVICE LATERAL AND 6" . I r-l TWOWAYCLEANOU~~~ I ~l;') ,- J= -11;--=12' / '~/~'_~ ';;'-- 7' / /0/ I llit -- . ,.. ~ '06/ ____ I ( /p':- - r;~~~ '// ~~~( 4) \ . .. J..- Y ,JY ~/ .,-: M ~ 'I \ _ 1- - _:1" - - - l;~/ '/',;'~W/j \ , II I r ,",~,.., ';::' I " : z--' I / 'I '1 __ i I r ss -TI tzw ~ ~ __ ....._ ..... _ ___' -- - _m .., I ,- - - t; Q' sttA~TION-=::'::- ~ - - -::. = _ = = = = =__ ::::=r~1: : ------..... ----- --: -81 :....._ _____ - ---1~+ -- ,-----~.....- '~A . - - ,---- --T--'-+~ I .....,. T I I -- -, '--~I ~l- -- - '\- -- --I-~-=~-~I-' '1== 1-- 11 - -,-- ~ - -- -- f -, ..... rl -- -[ -I ' ilL i.rt1\_~lL H W ~ \~PP J' '1 I I~ 1 -J--+--,-i@ -in I I---I-I-rl- ,--oh:',,", ---!4------ ______ . o-,wl -r-rli, ,-- i, , --- I: I I _________ : : ----------- SANITRYMH#4 : : SANITRY MH #5 . RIM= 20.50 i i RIM= 20.50 N.INV.=11.08' \: S. INV.= 11.50' S. INV.= 10.98' S! r / CA, TCH BASi~~ L_____________~_ GF\ I; TE ELE\!. 18.65 . w U LY.. o LL o 2' l=' LL, Z <{ Q 6" D.LP. CLASS 350 WM FDC ~ _~l2] =.!::~._-- ~} I r't-j I I l I ' i ; I i i ~2lF 8~ PVG--- : d~900 @ 0.44% I I ! ill .- I I I i i I I I 1 : I I i 1\ i ^" i I .lit ~_~ I I I /,= I Ii! f' I -1/-+--- I I I I i I --lil 111- - rroTf=a"'p'li. _ _ __ Lt-, ,. __ =.. O. 4', SS - - - - ~ SS. I:: _____._.._ ___ __ _.. .... ____ tIl ..- -Il-+-- "'- -.:::::::.::_- -- -- --- -. - . -- .- - -- __."_ __ _ _ _._ _ _ _ _ _. _ _ ... .....:.--10..SEPARA TIOn--- __... . ::-::_:-_-:-_ _. _ . L;~~:::.=:~::~ /~~f '- -- . --1\- - --11-- ::11::: I- ;\'_:::! . ... ={fIC ~.. -- -/---::r T IJ~_~ .. o:l--l-~-J-~)--_c~t ~ 1-,---- r.\ \ [J. IL I J' I , 'li - "OHV/ r--I" I ,,11 ',' ____ ( -, If":" \~iFF' I J' ----I---....L-- I j LTA _ _ __ .- -- -.-; ,':'/ ":.-----'u, ~---.-f';t-~ . CjH wr---I -T .. I , I -:;, _ _ _ --'- _ _ _ _ _ _ _ - nH'Ji2 '...A I I ..._ II=='~~", I _ _ _ --=- , , ------- ------- f------ 1 SANITRY MH #2 RIM= 20.50 I N. INV.= 8.82' W, INV.= 8.72' CENTRAL BUILDING F.F. ELEV.= 22.00' BUILDING SPRINKLERED IN ACCORDANCE WITH NFPA 13 8" D.I.P. CLASS 350 WM SANITRY MH #3 RIM= 20.50 S. INV.= 9.30' N. INV.= 9.40' } / ~ 30 0 15 ~~1 SCALE: 1" = 30. 6 x--- 30 t 60 1 ~ ~ < ~ ~ z o Joo-o4 r:/.l s: fJ p C ~ c3 I- 0 "'i c: Z (j C UJ v a.: v 1.0 Z <0 I 0 co 1.0 CJ') V ~ Z r---. 1.0 C"') ........ UJ C"') ~ > 0 <0 W :t:t: 1.0 ..... ........ CJ') W :t:t: CJ') 0.. W - Z Z 0 Z J: W 0.. 0 0-,00 000 v~ MO MO ~<~ HgC'l ~~3 UHC'l ~~g ~~~ ~gs~ ~~~ O~g ~g r:/.lU ~~ w (.9 Z --J <( ~ :r: :z: U(J)U XUiL5 WWCO LOZZ O)WO 00(91- - Z Z >- <( 0 W co U o ...J ...J 1: I N Z U Z ~ Q. 0:: W ...J $ > W U (J) ~ e::: w I- ~ DATE PRO] DWG AUGUST, 2006 344818 C3.2 ~ < Q I 0 ~ c.: Z rJ. I c I w v """ .- --.,.---. ,- . a.. v I LO Z (!) . I 0 <Xl LO U') V ~ (j) Z f'- LO (j) W ('I) ..- ('I) ~ <:0 > 0 (!) I- W ~ LO (j) ..... ......... X U') w ~ w I U') a.. w z z 0 Z I W a.. 0 . 1 6 2 3 4 5 NOTES 1. ALL SANITARY SEWER LATERALS SHALL BE SLOPED AT 1% MIN. LEGEND 2. WATER MAINS SHALL BE D.I.P. CLASS 350 UNLESS OTHERWISE NOTED. A 3. DURING CONSTRUCTION, ALL ROADS SHALL BE COMPACTED TO 32 TONS TO THE POINT OF VERTICLE CONSTRUCTION. ROADS SHALL HAVE TURN AROUND CAPABILITIES SUCH THAT NO ROAD WILL DEAD END WITH OUT A PLACE FOR THE EMERGENCY VEHICLE TO TURN AROUND WITHOUT BACKING UP. ROADS SHALL BE KEPT CLEAR OF DEBRIS SUCH THAT AN EMERGENCY VEHICLE HAS ACCESS TO ANY PORTION OF SITE. IF DUE TO NEGLIGENCE OF CONTRACTOR, ANY EMERGENCY VEHICLE BECOMES STUCK AND I OR DAMAGED, CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL COSTS INVOLVED. -W- -SS...-- ABBREVIATIONS WATER MAIN (FIRE) SAN I Tt-\RY SEWER (WITH DIRECTION OF FLOW) STORM DRAINAGE SAN. SEWER OR DRAINAGE MANHOLE & PIPE STORM PIPE WITH CATCH BASIN CLEAN OUT TEE CONNECTION 900 ELBOW 450 ELBOW 22.50 ELBOW FIRE HYDRANT WITH VALVE U.E. - UTILITY EASEMENT MH - MANHOLE SS - SANITARY SEWER (MAIN) W - WATER INV. - INVERT F.F. - FINISH FLOOR MIN. - MINIMUM . . . 4. ALL PLANS SUBMITTED FOR SPECIFIC PERMITS SHALL MEET THE CITY'S CODE REQUIREMENTS AT TIME OF APPLICATION. Pi ~ J" J......f -4- 5. ALL UTILITIES ARE AVAILABLE AND SHALL BE PROVIDED BY ALL APPROPRIATE AGENCIES. STORM DRAINAGE I EXFIL TRA TION TRENCH 6. ALL PLANS SUBMITTED FOR PERMITTING SHALL MEET THE CITY'S CODES AND APPLICABLE BUILDING CODES IN EFFECT AT THE TIME OF PERMIT APPLICATION. B I I I I I I I I t------- i "I L I w , II .. !I.- I' I; 0'\00 000 "f'~ MO MO ~<~ HQ<"l UI:""jU ~~H UH<"l ~~b no ~O >UO ~<~ ~~ ~ ~~'D O~~ ~O ~g OOU ~~ uJ - ., '. , --:-1-- .. _ _ _ ~:'-:'_ ~~"',"- - ~ - ~ -:-- -- __n_' r--- w :::::> z w ~ z <( w () o ~ :: I I ii L II 1 - - - - - - - - - - - ~8:;-TEE=\li i ----------- ---------- ---------- --------.-.---- n fJ n n I I II i , I :,1-- II"..' 1" : ,,: , , i " , I EXISTING FIRE HypRANT ~..-.[l-, - ,L,,~A___ __, ." --.. D.ce ~ '" ,c.c.c.~~cccD".. ,-..O...e' n. c I. _ [~T '~.. I ~ I ~I tljl V51 w I ~I w I ~I [51 ~ I :2 I I I I I I~ ; rY- r- I- [l fl.. \ 1, I, NORTH BUILDING MIN. F.F. ELEV.= 21.50. BUILDING SPRINKLERED IN ACCORDANCE WITH NFPA 13 i..j 'l 8" D.I.P. CLASS 350 WM : ! j --..' . \ I I ! I 111.1111 '._n .... .. ~ I ! ; - I i j I ' I I ! : I I I' - ii; 8" DJ.P. CLASS 3:50 WM FIRE HYDRANT ASSEMBL Y 11 .!d 1. ~} ,~ D'c'e~:,'L \. _ r '.. ;~: >r\ '- '\ ~ I .... '. : ..'-...:....-+. - ,- ; ~ .:..Mj ~ '~.~. '; \ ' ,y' ", U .1.',-_,' ~ '.~' , , D.. .....'.~..:;.\"(-, ' .' \ \ \ . ~: I \'---1 l;'J, ' '\ ~~ ~~-:- : \ ~~~:T I FIRE HYDRANT ASSEMBLY I :1: __ ( ,--r 8" D,I.P. CLASS 350 WM , '~)(~:~T_"=c- ',. - ---,..\ .'''-~.:-. i, ,":-r;' '\ Dc,,' , , -"'f 1_- , (J,.... _ i '~..,ri::..~.--~-r ~ --- -- I L J -- 0,. ...~"., "1<~1f. ,-:'-0-, " """'o"'D>"--'~,'.r, \~\' " t - \ : I: ~ _\~ L -\. - 'r- ---r :.~ _- \ \ I ...' w- -- L -- '." 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I I -if-- --fl- --I -if-- -Ii--- -F --it-----H- :--ff ' -H -iF -ij-- --it-- '-It--:--II _ -jf----li-- --1J._lf _ i ..:Ii I~ ;0 0 , , 10'-0" flLDG - '-II- --if- Ir -_ IT -If--- -li-- --jj--. --/J-- __ n---1f _II '-'-r-~'-'--~'-'-'-'-'-'~-'-'-'-'-t f;; z ~ ' , I 5ereAc/(~'~-'-'_'_'_,_, '_'_'__,__,_,_,_,_ ~(~~~)~ 11 -~ U - rr- -li-- F;t~ o~t--i- ---ff : CENTRALBUILDING I?l I i I?l ~ I?l o~ - Rl Rl Rl I\l Kl -'-';;-'-'-'-'~-'-'-'-'-~'-'-'-'-':-'-'-'-'-~-'-'-;-h~'~ -,,--SIGN : JRAIIROAD CROSSlfCRR FFE: 22.0 NGVD I I~~:.t I I i i ) ~ Q~ NOn'TH BUILDING "d ., I 11 LA..VI;1 ! ARMS I I I I : ! I U\ - 7t = .1'.. ~ I SETBACK I ~ I l-Storyw/Mezzanine I -1~~,1-L: 6~ h6'-6' ~6?- FFE:21.50NGVD i..,_,___...~_,_,_,_ ! ri: 3f.~;~~:~'::~~;~~gO~~~g~t I "l! 'I I I: n- I ~~~ Induls-~~~ry/;~~~:~ffice ~:O~~DL~O~ IE] (J\\/;v.-~!-x^ I '-'-~-'-'~'7f :r: I ~ " I I : i MEZZANiNES (TYP) '!l6 ?- : 1-__ __ I ' '; 1 C: ,43'~~2Is~~~~~~iul:D~ ;~~)zz.) ~i t~-! '18~~A"T8L1QU-- I 5:,i';~"s~(:~~~,~:~JH:;C:)=e) \1 ------, ~lilr q I r4~~:- !vf ~~ z i ENOTES LI~NI -..JL '-'-.' I "'r' ~ I I 97 Stalls (including 4 r--- ------, I t- j,. ~ I "";TBACl\*"'f::- I ~:i. \~ ", i OF PROPOSED I. J 'I : ,.-- i i r--- ------, 1 I I I l-;~'HJ "iJYr>o "T 1". Y- . ~OOSF -, I I (i .. " r--- ------, r--- I I I k'b. '~rr_ p I MEZZANINES I I I I : ':- I I I I ':::> '."".:' ; 1 " <: ". ; (TYP) " \ I , ,;. . ~ , <,:, '" ' ""-' '~rst::; "! 110~/I:'1/ /7~.- " 1....,.11-, -,.----; ~ '\ ?:'~'~ :' ~. i ,'~ - ,,~ '/.1 7/7 JH '- V !:0::-0 '7 h4~H . _ ~<::i'" 'U1 ,J ~ T ~" : =::L::c / '!;'/ /-r;/I;'::~~ '.- '::.' /7/ VH:'/lAtJ I "-I:~- " II I, ! .;;' //.'LL1/Lr/M "-'1/ r.:-:::'~'h-7T*T./~~ .~.. ...'.... 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L J <~ / 0 AFFIC SIGNS - ~~ E -I -!- " ! i I ~ ~ t:> /J/ / /Y' , I:..LLJ > , _ _ _ _ _ - - - -Z - - -'l' - - "PHONE "Y':O 9! Il':z, ~ _ / ."EFE R TO CIVIL . L - I I / '\~ " -,- - ~ 0' T - I ' - - - - - - -2~t:J"11i1J1f " L =\ ' ,. FO DOCt::. "" - -__u__ - W - ~ - L.,/ / )j( SS ; : ,- ~!J!.. ---------------,-.:'>,,"'------+------------ J"- ~2 ..... '-'. BOX 7'.~ ____".. ~:. ..t _// R DETAILS (TYP) J ~-___c,__ Yf ....\r' ~"~! .~ 7<-G- 2:P.J'-1' - "-, .... I, -"_ "L,t. _ , ~ ' ,,"",,""''' "'''10 LANE """"I'\.'V' I_ -,W '.' r 1 I l r 1 I r r- ~r ,t-~,. h '" :~ '. '" -. f .- - 1 r , - T.. ~ " -f t' '1 t'l 4' ....- _, _,_' 1 i I I I I I I II h~ I' r r \1 ~~----- '- -qJ. ~ - "~'~"'':::--''",,:- -- ---Ii --1--- --I--l---~I--i\-_J\ :~ L--t--11---~--tl------r- +\ 0 s:;;~,rBi~ ,-,' I I r.1 \ I I _, _ 1 ,_ ,_, _, -' -' I '" I I I ,,, I I: , T ' I I I h1 i I CELL I~ I" _ ' _ ' _ ' .,-,- '-'-'-' -'-'-, ...!.,-,- '-'-' -'-' -'-' -'- ," ' ~~ ! i I 'Itl ! 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JI :::rr -n- ---= II h---==H-- 1\ -H- J+-- --1+- --t~ - -Ii ---------------- -- ...., 30 / 60 I 90 .-. ~~...... ~!/ - -i)-- - """_1_'_1_'_'_1 - -1_1_1_ , SITE '-'-,-,-,-,- - AREA: 6 028 S '-'-'-'-'-'-,-,-,-,-,_,_, , ( , F -0 13 -'-'-,-,-,_,_ separate no . . . -. 8 Acres '-'-'-:':~~:":I..I_ I n Conbguous parcel) _,_,-,-,-,-,-,-,-'-'-'-'-' - _1_'_' I I_,_l_,_l_r_t-l_} _,_1-1- - 1_1_1_1_1 -'1_1_'_1_1- ~ ,-.....", lL ~---11- -il- it=.. *1 ~I- Hi JL 11 ,~- 'H--_ 1\ II _ -It- ~ -=--if - il- ~ IT ---r1 - I : II I I ,_'_'-'- II I -\\- - - ~ ~ - - 11 '" - '----l _,_,-,-,-,-,-'_.-'-'-' Kl f7l i -~- -\\- -\\- -~- \\--- \\ ~~1- !_ ,l.~~.i'-'-'--' Kl r7l CENTRAL BUILDING L I IF -=-\1 ~O[gs FIRE LANE -,-,-,-,-'-'-'-'-'-'-'-'7'-'--'-'-'-'-'-'-'-:"} ;... I ](~.J/ /L';';,fo/,7 FFE: 22.0 NGVD I PAvEME:i'~R!-NONE: ,_,_,_-,-,-,-,-'-'--'- Kl Rl fl I, I 'l' ;lp)P'G";Y'~,i l-Storyw/Mezzanine J>~ ! REFER ,,/ GS ,-,-,-,-,-'-'- ~ Rl rtl7 / r , ~ I . I FOR Dc:..TT~/LCS'V/L DOCS _'-'-'_'_'_1_'-'-'-'- r-::I F1 F1 '" VD jQ J.~g~:I~~<j~~n !: tfL ndustrlal/Warehouse/Office -I _ ~,.., (TYP)I~ -,-,-,-,-' I?l ,n 230 NG ' . ,'/'>F7 ~ " , I II _ 0 I ' -,-,-,-,-,-,-,-'-'-'-'-'-' I?l I?l f7l SOUTH BUILDING /FFE:. . ... ~ Iii ___! 34.6 Maxunum Building Height :r: i '-'--'-'-'-'4""'-'-'-'-'-'- '.;- I?l '- l-Storyw/Mezzanme I'-i ! i ! 43,122 SF (ineld. 5,500 sf Mezz.) I ~'-'-'-'- II U~~/// _-~:~:[~~~:~~i~~l ~~~DL~OO;;' I Industri~are~/Office ~i,~;~~~g~C) j~-r-gj! !" L, I , I , -+O-Sfalls (ineluoorg-MI~ ~; ! \\ \ \ ,'-',-"'.------ -.' LJ, cr tt~ MEZZANINES (TYP) , I 31,462 SF (meld 4,500. :tfMezz) ", ! ; ~- ?f' q' ~ d" ,.,1/ I f1l ~ ' ) --------- r ; -Ii. ~~ ~,' ~ / - 292'-e~" crs 1"\\ \ I I f ,::-:.~~~~..:~, c.. I - ~ - - -- -- - I J. r.J ~ <~ L ~~ U' "T- I I I' "i,>:'::i;'/I/ U V-L,.~ \.. ' _ I - r .. -""'-setep,a- . r! 1 r,.;: :Ie'" v<<~. "V '" ~ /.[77' . // ,0,,-- " II! . -<:~.. . 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