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HomeMy WebLinkAboutConstruction Plans36 31 P.0'. C. / 6 �- GRAPHIC SCALE NE CORNER „ SECTION 1, x ' TOWNSHIP 37S, (� 30 0 15 30. 60 120 RANGE 3BFx p OCT 7 U 2008 '1 FOUND 4 X4" CM UNNAMED v o Pua �oaKs ?i p D sr wcls cou+,n F� ( IN FEET) o 1 inch = 30 ft o �o o Non 0 U.S. HOLDINGS INC. U.S. PRECAST CORP. W W (4201-134-0001-000\8) n M. T z .Found IR&C L82391 Found IR&C 5/8" NO6'53'34"E - 0.39" E ' LB4431. " VEGETATION AREA - , S89 58 57 E C P:O.B. (N38'0540"E '- -0.44) VEGEtgT ON AREA O S89'59'06"E (D) 660.00'(C/D)` \ I I 8.9' I ti 10.3' ' - _.'. _ _ - - _z-x._:z-..z- -.x. _x-x.-z-x-z x-x z-z-z-x ' _ -. - - _ - x z z z x x x x. x x x ' „ _ _ _ - x x z. x. z x a -. __ ,x. _x z x>.x x x z x. ..� _ x x x x z ,.x. x X.. -.y:.. x % x. K z z x x _x x -_ ., 8 CHAIN LINK FENCE 1 0 TYPICAL , ..... ...TREE • �. :.,. ,.. ON 2 .HIGH BERM 4 ,. APPROXIMATE TOP OF BANK :-x : .APPROXIMATE TOE b'F SL071:^ \ *\ VEGETATION AREA ��-- -- * v I I LEGEND \ I 1 \ IR&C =Iron. Rod with Plastic Ca P DIRT :.4„,.. \ - n I - - � - R \ _ IP&C =Iron Pipe and Cap - ROAD •' I STORM WATER MANAGEMENT AREA Ik ry \ I iP =Iron Pipe DRY DETENTIQN, N oO + Monument _ CM Concrete PRM =Permanent Reference Monument CAl'CH. BASIN .\ ... � AREA � - x � r sroRacE AR I OHU =Over Head' Utility r: I shownon recorded plat. + o _ i.: (D) Deed n = Calculates Field Measurement APPROXIMATE TOE OF SLOPE (C) C Y x / 1` - - - - - - �6� - z I I MAILBOX R/W = Right of Way I \ APPROXIMATE TOP OF BANK - a \ ` - - 2j �� ® +\+ I I TOP JOFTNAIL CHMARK I LB = 'License Business - - - �b �' vECE TON AREA LS Land Surveyor p x , O - .� VEGETATION AREA t0' VEGETATION AREA \ LL ELEVATION w= 27.48 U ,z _ _ _ - �/ + 0 P.L.S. = Professional Land Surveyor "` - - - - - = Concrete Pole - - L V) o * ? 0') -a- = Wood Pole /. x ( ry • /... / 2j�J' DIRT 2� c0,>O �/� 0 o PROJECT BENCHMARK TING€kISASPHALT x O = Anchor and Guy Wire o_ TOP OF NAIL TIP. = Typical (n OzW DIRT AREA ELEVATION = 28.46 ^� / ES 6PSEM x II P.B. = Plat Book O0 b LEASE PARCEL / o Pac / ^ _ � o I E -- --- � PG. _ .Page ,�O o CONTAINING 10 000 pos / N Book 1 00 0 x _ Q�0 o I / S O.R:B. _ Official Records c3 d o o- i' SQUARE'FEET(0.23 /''� z ° ti / x No.; =Number z x I ACRES),MORE OR LESS. / / I I ;� , i � I � =Center Line ® I SET 5/6 IR&C 4I - �;' x B Bell South Service Box Z N x LB4286 84 EXISTING CONCRETE PAD o v % ` I „ ` s T�5 6 IR&C / I BLOG. = Building J I 61 N89.58 57 W(C r x I. LIJ O I 40.0 ' �� • r w / L 4286 , I STORAGE AR A i z p N89"59 O6 W(L/D) 2r4 �12 I I J = Concrete ` BARRICADE , ::...; x * ..,,,� #y �,,;7' x 1n x I (TYPICAL) Y , I LLJ CBS = Concrete Block Structure n o 5' CONc. WALKx \ I 0 I ELE. = Elevation 1 3 3 \ 10 M O 0 0 0 O I �. I I Q I INV = Invert ,;.. i o d v 31.0' ,,.. yr^ I 0 = Included Angle 31.0' r x 000 3B.00 o a I R = Radius Length U I a-:.EXISITING : .U.i J I ASPHALT x `r1 d _x 000 13.0' I W v zo PARKING 1 0 o r- x 0 b I L; = Arc Length I' , N o w w STORAGE AREA I b I s F.D.O.T. = Florida Department of Transportation 0 0 W FORMBOARDS 0 0 10'X4' 13.0' oELE.=27.180 0,0 1 o SOUTH FLORIDA' RECYCLING INC: N I I l CMP =Corrugated Metal Pipe z z , FORMBOARDS I o O O u N x OB I (4201-134-0003-010\5) I RCP =Reinforced Concrete Pipe ELE. = 29.08 13,1' tt. O O O m P x ELE. = 29.19 io N 38.00, Z O O SET 5/8 IR&C I : POiR BOXCTRIC 8' CHAIN LINK FEIJCE x r. N N WOo Z u,428s 2 1 t =Plus or Minus 6' CHAIN LINK FENCE x o. o o -30.8 <i 9 ON 7H GTH BERM F ®. = Drainage Manhole (TYPICAL) I FORMBOARDS v u x ON 2' HIGH BERM ;, ELE. 29.39 - - - - - N 11:17S I =OO =Sanitary Manhole o -. ti \ Fire Hydrant tss' �_-------------- 113.2' n - 200.3' I < ix M 145.0' x I I ►� = Water Valve 29 d S89'58'57"E(C) 295 x_X %_x zE�_O_x_ x_x-x_x_■ N �40.00' _89 89'59'o6"E L 'D `; IRRIGATION WELL Q I I v = Sign 10.5' - _ - - - - - --X-X-X-X-X-X-X-X- `� _ 100.00'(L/D)(C)_-_U W V z z x z z- x- x X z x z IRRIGATION VALVES TOP SPOIL BANK W811 SET 5/8 IR&C w �� a a o - 64286 M - g TOE SPOIL BANJ$_ 3.7' AC =Air Conditioner P 0 P POC =`Point of Commencement VEGETATION AR 0 VEGETATi N AREA VEGETATION AREA VEGETATION AREA i POB = Point of Beginning '. EA z 520.00'(L/b) z I I I L/D = Lease and Deed Information N89-58-57"W (C) 660.00' (C/D) I 27.64 Spot Elevation N89'59'06"W (D)(L/D) Found IR&C Found IR&C 5/8" L82391 NO ID (N24'38'48"E - 0.29") (NO6'48'17"W - 0.19") W. BRAD INGALLS NOTES (4201-134-0003-000\2) ©we N* VII I_ 1) Reproductions of this ma are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. .to survey maps or reports, b other than the.si signing arty or parties is prohibited, without consent of the signing party .VEGETATION AREA 2) Additions or deletions y p p y 9 9 P or parties. 3) Description shown hereon provided by the client and/or their agent. 4) Underground utilities, foundations and improvements were not located as part of this survey. 5) Overall parcel contains 5.0 Acres, more or less. 6) The last date of field work was October 27, 2008 LEASE DESCRIPTION. CERTIFICATION. DESCRIPTION 7 e as line of Section 1 is assumed to bear South 0001 03 West and all other bearings shown "hereon are relative thereto. - The East ,, „ H S&P. RECYCLING INC. „ COMMENCING AT THE. NORTHEAST CORNER OF 1,TOWNSHIP 37 SOUTH, , outsid 500 year flood- lain b SECTION 1 RUN SOUTH 00 00 54 WEST In a Flood Zone Designation X areas determined to be y P Y FROM THE CORNER OF 8 Said described property Is ;located within an area having g WI-FI INC. p P Y ..S C FLORIDA,IOFN. S00 00 54 W ALONG THE RANGE 38 EAST ST. LUCIE COUNTY FLOR TO of identification of August-19, , ALONG THE EAST LINE OF SAID SECTION 1 'A .DISTANCE OF 3260.81, FEET en Agency F.E:M.A. on Flood Insurance Rate Map No. 12111CO275.F, with p date - the Federal Emergency Management g y ( ). EAST LINE OF SAID SECTION A -DISTANCE OF-3590.81 FEET; THENCE 1991 for Community.Number 120285 m St. Luce County, Florida. THE POINT OF BEGINNING; THENCE SOUTH 00-00 54 WEST ALONG THE EAST .: , Y ,. A DISTANCE OF 520.00'FEET THENCE N.0000 '54"E. A DISTANCE N89 59 06 W DISTANCE OF 330.00 FEET; THENCE NORTH •� shown on this survey. LINE OF SAID SECTION 1 A DIS , creel but were not delineated b an agencies and were y B) Wetlands may exist on subjectp Y Y 9 OF 30.00 FEET TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING restrictions, 0 FEET; :THENCE NORTH 00'00'54" EAST f record ownership, abandon en# s, .deed res 89 59 O6 WEST A DISTANCE OF 660 0 FE , were not abstracted b this office for rights -of -way, easements o p, „ i „ 10) Lands shown hereon yW A „ • N00 00 54 E A DISTANCE OF 100.00 FEET THENCE N89 59 06 • awn: `CONTINUE A` DISTANCE OF 330A0 FEET; THENCE SOUTH 89 59 O6 EAST A DISTANCE OF or Murphy Act Deeds. This information should be through appropriate title verification. P Y . 0 FEET OO FEET THENCE S00 00 54 W A DISTANCE OF 100 0 , . c DISTANCE OF 100. , boundaries are based on previous surveys and historic 660.00 FEET TO THE POINT OF BEGINNING -LYING IN SECTION ,1, TOWNSHIP 37 11 Section lines and monumentatlon shown hereon and used. to determine property bound e p Y „ • 0.00 FEET TO THE POINT OF • sectional survey. ' THENCE S89 5906 E A DISTANCE' OF 10 F SOUTH RANGE 38 'EAST,IN ST. LUCIE COUNTY, FLORIDA. sectional Information. Some monumentatlon may have been destroyed, since original delineation or resolution of the sectio y 12) Trees were not located at the request of the client. BEGINNING. 13 This property is currently being used as a recycling transfer plant. ) P Pert y PARCEL CONTAINS 5.0 ACRES MORE OR LESS: 14) The specific purpose of this survey is to show existing formboards located in lease parcel within subject `parcel. CONTAINING 10,000 SQUARE FEET(0.23 ACRES),MORE OR LESS. 15) Elevations shown hereon are based on Benchmark Chip" with an elevation of 23.748, based on the N.A.V. Datum f 1988. 16) The coordinates, shown hereon are based on the North American Datum of 1983 (NAD 83), 1999adjustment, Florid East Coast Zone (901), State Plane Coordinate System. The latitude and longitude are based on the World Geodetic- System of 1984 (WGS-84): JAES M OWLER. S M P. . FLOR10A CERTIFICATE NO. 3435 I VIVIrU I FILE RI 06-605Map dD ab` D� SIGNATURE DATE FIELD BK./P . CUL-PEPPER & TERPENING, INC- 0711 70 coN$u LYING ENGINEERS I -LAND SURVE ORS E' 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464 3537 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 R E V I S 1 0' N 'S - ADDED SPOT ELEVATIONS TO LEASE PARCEL ADDED GROUND ELEVATIONS FOR ROAD DESIGN ADDED PROPOSED EASEMENT BY DATE ERM 10/1/07 MOP' 5/22/OE MDP Of28 5 / / ADDED FORMBOARDS SURVEY R.D. 10/28/01 BY DATE FIELD CALCS. DRAWN BCS 10 25 O6 DETAILED CHECKED MTO 1 11 01 b6 APPROVED SPECIFIC PURPOSE SURVEY PREPARED FOR S.P. REC'`1'CLING, INC. AND KEYS WI-FI INC DATE: 12 07 O6 HORIZ. SCALE:1"=30` VERT. SCALE: N/A JOB No.06-605S SHEET 1 OF 1,. v li i .... :i.. 1., .. - 36 31 GRAPHIC SCALE NE E CORNER 6 SECTION 1, 30 0 15 30 60 120 TOWNSHIP 37S, RANGE 38E p \\\f 3p ( IN FEET) 0 3 1 inch = 30 ft. p O 0 0 P 04 W 0 to N U.S, HOLDINGS INC. U.S. PRECAST CORP. (4201-134-0001-000\8) M L Found IR&G h" LB2391 " (NO6'53'34"E - 0.39") Found IR&C 5/8`- VEGETATION AREA P.O.B. L84431 VEGETATION AREA S89'58'57%(C) 660.00'(C/D) - 0.44" N38'05'40 E , ( ) sa9.5s os"L (D) I - 8.9' 10.3� - x -.g x - x - z - z - x - x x - x - >< - x - x - z•- x - z -.x - x -Y x - x - - z - x - x - x - x.- x - x -.x - z - z - x - x ��x - x - x - x - x x x - x -.x - x - x - x - x -,x - x -.x - x - x - x - x - x - x k - x - x - x - x -x - z - z e CHAIN UN FENC(TYPICALE + 8.4' x TREE ON 2'H GH BERM TREE \ + I $ \ % - APPROXIMATE TOP OF BANK \ I 75.0' 75.0' -- \- I' APPROXIMATT-TbE uv0E-�LOIsE--- VEGETATION AREA LEGEND + v \ 1 IR&C = Iron Rod with Plastic Ca --- IP&C =Iron Pipe and Cap DIRT ROAD \ I I j ,. STORM WATER MANAGEMENT AREA * I I ra IP - Iron Pipe. \ DRY DETENTION CM = Concrete Monument r- ` - CA TCH BASIN PRM =Permanent Reference Monument .. I X 1 STORAGE AREA i . { - _ _ - \+ I I OHU =. Over -Head Utility. O / (P) ='As shown on recorded plat. / +� (D) = Deed C Calculates by Field Measurement M APPROXIMATE TOE OF SLOPE ) 26 I I MAILBOX R/W = Right of Way APPROXIMATE TOP OF BANK.. ® + I = Land Surveyor PROJECT BENCHMARK LS y 0 * I I TOP OF NAIL LB License Business ' l za ^ r0' VEGETATION AREA VEGETATION AREA fl d I - - _ 0 �' A ELEVATION 27.48 x --- - VEGETATION ARIA L W II P.L.S. = Professional Land Surveyor o �,>o =Concrete Pole + Wood Pole N W �" / ?j DIRT ROAD '?j 0% : '�� �_ .� ,' N :.. � .. � / x � h / •3 O \\0 / O � -Anchor. and Guy Wire Of PROJECT BENCHMARK EXISTING ASPHALT - (p d O I TOP OF NAIL / SEM6Nj �> x I TYP. PlaTypical Ld o I ELEVATION = 28.46 ^°� / / PGc�55 EP / ry _ I II P B. = Plat Book o I' oSEo / ^� � � PG. =Page v o I ...,PROP 2� N/ x 1 / -O.R.B. = Official Records Book CJ �' DIRT AREA No. = Number z ' x I SET 5/8 IR&C O l CE Center Line I ® i LB4286 '\4 EXISTING COMRETE PAD x Z I SET-5 8 IR&C / / I. 0 Bell South Service Box 6 N89'58'5TW(C) Lf42a6 I BLDG.= Building i " � / STORAGE AREA i I I LLl CONC. = Concrete o " 1 40.OF L� N89'59 06 W(L/D) 7.8.1 Z �/ I z 1 BARRICADE = 'I TCI.; TJN G� L (Gnii (TYPICAL) � � � �� - _ • �.. �� . �.•- • .;� CBS Concrete Block Structure L1J I 1 LEASE PARCEL 7 s eoNc. w x \ I t CD I ELEV Elevation' a IV x CONTAIIQINTG 10;060 O o b O O o z " I i Q i INV = Invert \ YL S IJARE FEET(0:23 - - - - - - - 2003' x 3 g < A = Included Angle y I R Radius Length i 1 ACRES) MORE OR LESS 3 EXISITING S W w I ca I \ d ASPHALT x a o I L Arc Length e e J W v I PARKING 0 0 1- M10 3 GROUND ELEV-28.73' 11 7 W STORAGE AREA I I b I s F.D.O.T. Florida Department of Transportation Mt I O d' J " 0 0 0 o I I Fg443s.00, I r ;n o SOUTH FLORIG4 REC LING INC. x n I I I CMP =Corrugated Metal Pipe Z Z x o c O I I GRID N:1072917.184 R1p/G O o P OB (4201-134-0003-010\5) 5 I I (15 .0') i RCP = Reinforced Concrete Pipe. O yk- GRID E:823948.462 S� O . k 00 O OO \ I LATITUDE: 27'17'03.995' OZ 0O O S-.T 5/8 IR&C W o r \ .LONGITUDE:-80.29'00.343' POQ poxCTRIC x I f = Plus or Minus I Z U34286 2g I 6 cHA1N u(TYPIICCAL) I ® = Drainage Manhole ON 2' HIGH BERM x ~ 8' CHAIN LINK FENCE " � � - h 9R _�_ � 0 -. Sanitary Manhole (TYPICAL) I.- _ _ - Ol \- - - .- - _ - ON 2' HIGH BERM x \ ` - 7 / •- - _. 1.- - - - = Fire Hydrant )0,3' SET 5/8 IR&C x / I I � I ►� = Water Valve x 28 LB4286 S89'58'57"E(C) 2 5 �� L40.GD' 89 S89'S9�06"E L/D 9 3 IRRIGATION WELL x - x - z x - xE� �iP - x x - z z - x - x x I = x- z- x- x- x- x- x= x- x x- x- z- x- z - x- z- z- x- x - IRRIGATION VALVES I: I v= Sign 10.5, 100.00'(L/D)(C)Iv 0% TOP SPOIL BANK, -� ® WBII TOE. SPOIL BANK 33.7' I AC =.Air Conditioner POC Point of Commencement M I 31.0' Qs �- -- o Cf VEGETATION AREA VEGETATION AREA VEGETATION. AREA I P.OB = Point Of Beginning GETATION AREA Z Z 520.00'(L/b) 19i I I I L/D Lease Description N89-58'5I'W (C) 660.00' (C/D) N.G. V.D. National Geodetic Vertical Datum N89'59.06"VI (D)(L/D) 27.64 = Spot Elevation Found IR&C Y2" Found IR&C 5/8" L82391 NO ID (NO6'48.17"W - 0.19") (N24'38'48"E - 0.29") W. BRAD INGALLS - y �« NOTES (4201-134-0003-000\2) ter_ i R a1�Ii M without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 1) Reproductions of this map are not valid -ma s' or reports, b other than the signing party or parties is prohibited, without �onsent of the signing party RFA.;j� � VEGETATION AREA 2) Additions or deletions to survey p P Y 7NO, or parties. TECH, 3) Description shown hereon provided by the client and/or their agent. 4) Underground utilities, foundations and improvements were not located as part of this survey. 5) Overall parcel contains' 5.0 Acres, more or less. LEASE )ESCRIPTION CERTIFICATIONr� 6) The last date of field work was May 1, 2007. 1111 11 1V DESCRIPTION ION . bearings shown hereon are relative thereto. South 0001 03 West and other be g 1 Is assumed to bear So ER OF SECTION 1 TOWNSHIP 37 SOUTH S&P RECYCLING, INC. 7 'The East line of Section I In b COMMENCING P THE NORTHEAST CORN " be outside 500 year flood a y FROM THE NORTHEAST CORNER OF SECTION 1 RUN SOUTH 00'00'54" WEST • having a Flood Zone Desl nation X .areas determined to Y P , d property IS located within F.E.M. a h g 9 EAS ST. LUCIE COUNTY FLORIDA RUN S00'00 54 W; ALONG THE KEYS WI-FI INC. 8) Said describe p p y identification of August 19, 5 F with a date o d g RANGE 38 ., ALONG THE EAST LINE OF SAID SECTION 1 A DISTANCE OF 3260.81 FEET TO Agency F.E.M.A. on Flood Insurance Rute Map No. 12111CO27 A DISTANCE OF 3590.81 FEET; THENCE the Federal Emergency, Management Age y ( ), EAST LINE OF AID SECTION,, ,, THE POINT OF BEGINNING; THENCE SOUTH 00'00'54" WEST ALONG THE EAST for Community Number 120285, in St. Lucie County, Florida. 9'59 06 W AISSTANCE OF 520.00 FEET; THENCE N.00 00 54 E. A DISTANCE 1991, y survey. N8 LINE OF SAID SECTION 1 A DISTANCE OF 330.00 FEET; THENCE NORTH b an a mcies and were not shown, on this parcel, but were not delineated y y g THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING 9 Wetlands may exist on subject p : OF 30.00 FEETIO ) abandonment's, deed restrictions, 89'59'06" `WEST A DISTANCE OF 660.00 FEET; THENCE NORTH 00'00'54" EAST for rights -of -way, easements of record, ownership, aban .. • �� shown hereon were not abstracted by this office. • CONTINUE.. N000 54 E A DISTANCE OF 100.00 FEET; .THENCE. N89 59 06 W A or LandsA DISTANCE OF 330.00 FEET; THENCE SOUTH 89'59'06" EAST A DISTANCE OF • obtained through appropriate title verification. This Information `should be obtain 91 0 FEET THENCE-S00'00 54 W A DISTANCE OF 100.00 FEET; or Murphy Act Deeds.and historic DISTANCE OF p.0 _ 660.00 FEET TO THE POINT OF BEGINNING LYING IN SECTION 1, TOWNSHIP 37 • determine property boundaries are based on previous surveys rid monumentation shown hereon and used to dete p p y89 5@6 f A DISTANCE OF 100.00 FEET TO THE POINT OF � se Section ones a ' n or resolution of the sectional survey. THENCE S SOUTH, RANGE 38 EAST, IN ST. LUCIE COUNTY, FLORIDA. sectional information. Some'monumentation may have been destroyed, since original delineation BEGINNING. 12 Trees were not located at .the request of the client. PARCEL CONTAINS 5.0 ACRES MORE OR LESS. • is a recycling transfer plant. d as P SQUARE FEET 0.23 ACRES MORE OR LESS. use G 10 0 S being CONTAIN ING ON 0 s curr ently 9 C A rt 1 - Y ACRES),MORE roe ( 13 T 9 , property Y Y 14) The specific purpose of this survey is to show, location of lease parcel within subject pareel. 15) Elevations shown hereon are based on Benchmark "Chip' with an elevation of 25.223, based on the N.G.V. Datum of 1929. 16) The coordinates, shown hereon are based on the North American Datum of 1983 (NAD 83), 1999 adjustment, Florida East Coast Zone (901), State Plane Coordinate System. The latitude and longitude are based on the World Geodetic System of 1984 (WGS-84). DATE: 12 07 06 HORIZ. SCALE:1"=30' VERT. SCALE: N/A Joe NG.06-605S SHEET 1 OF 1 A. x.M. FLORIDA tRTIF TE NO. 3435 DATE `FILE REF I FIELD BK./PG.I C C=;;= CULPEPPER TERPENING,INC. CERTIFICATION No. L8 4286 CONSULTIN(ENGINECRS LAND SUVEYORS 2980 SOUTH5th STREET FORT PIERCE, ORIDA 34981 (772)-4-3537 - R E V I S 1 O N S- BY DATE ADDED SPOT ELEVATIONS TO LEASE PARCEL ADDED RIGHT OF WAY INFORMATION ADDED GROUND ELEVATIONS FOR ROAD DESIGN ADDED FALL RADIUS ERM 10/1/07 SB 5/13/08 MDP 5/22/08 D.E.V.0 5/29/08 e. BY DATE FIELD CALCS. DRAWN AON 05 03 07 DETAILED RHCCKFn . um 44 /nx /nc �1 LE SPECIFIC PURPOSE SURVEY PREPARED FOR S.P. RECYCLING, INC. & KEYS WI-FI INC. i A A -e u06uu�IUluOun@IV no IIIIIIIUpIII�IIIiI�iIII II III u � III uuWluuululuuuuui ivli� NIuO�l�MlkiuM EaIluuuuuuuuuu 104 PALMETTO AVE TAVERNIER, E 33070 p p 101111 III Full MUTH SITE tFLURIDA RECYCLES 9901 �RANGE LINE ROAD PT, T. LUC EFL 34987 LATITUDE 27017 51 03995 ) N LONGITUDE 80029'00.343 ) VV FROM 1-95 NORTHBOUND, TAKE EXIT 110 AND FOLLOW SIGNS FOR CR 714, TURN LEFT ONTO CR 714, SW MARTIN HIGHWAY, GO 5.9 MILES, TURN RIGHT ONTO CR 609, SW ALLAPATTAH ROAD, HALE DAIRY ROAD, GO 3.1 MILES, ROAD CHANGES TO RANGE LINE ROAD, GO 5.1 MILES, ARRIVE AT 9901 RANGE LINE ROAD. V_T1 I This document, together with the concepts and designs presented herein, as an Instrument of service, Is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. THIS IS AN APPLICATION FOR AN: UNMANNED WIRELESS DATA FACILITY CONSISTING OF A SELF SUPPORT TOWER AND FUTURE WIRELESS CARRIERS APPLICANT/LESSEE NAME: KEYS WI—FI, INC PROJECT MANAGER: RICK RICHTER PHONE: 305-852-8171 PROPERTY INFORMATION OWNER: WCA OF ST. LUCIE LLC ONE RIVERSIDE DRIVE #1400 HOUSTON, TX 77056 CONTACT: STEVE SEED HANDICAP FACILITY IS UNMANNED AND NOT FOR REQUIREMENTS: HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. JURISDICTION: ST. LUCIE COUNTY APN`. 4201-134-0003-010\5 PROJECT INFORMATION EQUIPME T LOCATION: [R OUTDOOR ❑ INDOOR ANTENN� LOCATION: ❑ GUY TOWER ® SELF SUPPORT TOWER ❑ MONOPOLE ROOF TOP ❑ NEW TOWER ❑ OTHER ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1. 2004 FLORIDA BUILDING CODE 6. AMERICAN INSTITUTE OF STEEL 2. NATIONAL ELECTRIC CODE (NEC) WITH CONSTRUCTION SPECIFICATIONS (AISC) LOCAL AMENDMENTS LATEST,ED., 7. UNDERWRITERS LABORATORIES (U.L.) 3. ANSI/TIA/EIA APPLICABLE'STANDARDS APPROVED ELECTRICAL PRODUCTS 4. LIFE SAFETY CODE NFPA-101-2003 8. LOCAL BUILDING CODE 5. FLORIDA FIRE PREVENTION CODE 2004 9. CITY/COUNTY ORDINANCES CODE COMPLIANCE CIVIL ENGINEER: KIMLEY—HORN AND ASSOCIATES, INC. 10521 SW VILLAGE CENTER DRIVE, #103 PT. ST. LUCIE, FL 34987 RUSSELL C. MORRISON, P.E. (772) 345-3815 STRUCTURAL ENGINEER: N/A ELECTRICAL ENGINEER: C&W ENGINEERING 2326 S. CONGRESS AVE., SUITE 1 A\�G��4 WEST PALM BEACH, FL 33409Q�� DALE WALKER, P.E. (561) 642-5333 SURVEYOR: CULPEPPER AND TERPENING, INC. 2980 SOUTH 25TH STREET FT. PIERCE, FL 34981 TOWER ENGINEER: WORLD TOWER COMPANY, INC. 1213 COMPRESSOR DRIVE MAYFIELD, KY 42066 270-247-3642 oo i SHEET DESCRIPTION REV. T-1 COVER SHEET B G-1 GENERAL NOTES B C-1 SITE PLAN 1zB C-2 TOWER ELEVATION AND ANTENNA ORIENTATION B C-3 TRENCH DETAILS B C-4 FENCE DETAILS B C-5 VERIZON SITE PLAN B C-6 VERIZON CONSTRUCTION DETAILS B E-1 ELECTRICAL SITE PLAN B E-Z I GROUNDING DETAILS B B wo i ISSUED FOR: SHEETINDEX CONSTRUCTION DRAWINGS DlaFE: JULY 2008 wjOQ' `^.T r' FIiE iTIST1;1�T ST.I.LCIE COnR C®tIPLI�tiC`^a P'L FNN FFIELDI""+�PEOrIUS S,UBJECTTO V1 1(ONSi'i� T SEE KSTT�CKE tiEVIEA ' E �jATE; 9 CO,idtC `h`'�ti1�F' ti�4ti S10Z` KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 TIROJECT INFORMATION: CURRENT ISSUE DATE: JULY 2008 UED FOR: CONSTRUCTION DRAWINGS =REV.:=DATE: DESCRIPTION: :AL: :PLANS PREPARED BY: � .�Kimley-Horn and Associates, Inc. 2006 KIMLEY—HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-D665 FBPE CA00000696- =PROVIDER: _ KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 --DRAWN BY:=CHK.: APV.: GH JLR DGW :LICENSURE: G. MARK BROCKWAY PE 28331 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 , ANGELINA FAIRCHILD PE 43958 EET TITLE COVER SHEET SHEET NUMBER: REVISION: T-11� 1 I/uA I—L, 11 041350000 (I)KEYS WI-FI INC, 104 PALMETTO AVE TAVERNIER, FL 33070 PROJECT INFORMATION: :CURRENT ISSUE DATE: ` JULY 2008 =ISSUED FOR: CONSTRUCTION DRAWINGS :REV.:=DATE: DESCRIPTION:: = SEAL: Apl;ll (61 :PLANS PREPARED BY: CM"Kimley—Horn and Associates, Inc. O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR, WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 RAWN BY:=CHK.: APV. GH JLR DGW w G. MARK BROCKWAY PE 28331 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 :SHEET TITLE: GENERAL NOTES :SHEET NUMBER: -REVISION: �uA I-L, U 041350000 36 31 P.G.C! 1 6 �p w � a I VEGETATION AREA - — — - — i —VEGETATION AREA [ % _ X _ X _ % % — — �_ - M - % - Y % X % X % % % X % Y F -..% X - % _ % Y % X % % % % % Y % X 6' CHAIN UNK FENCE/ t \ I (TYPICAL? �� CN 2' HIGH BERM TREE t x APPROXMATE TOP OF BANK APPROXIMAT TOE F _SLOPE___ + VEGETATION AREA DIRT Roqp STORM. WATER MANAGEMENT AREA DRY DETENTION / STORAGE AREA ` — I I CATCH BASI I T • / APPROXIMATE TOE OF SLOPE. \ APPROXIMATE TOP OF BANK. y, �\ \" r- p \\\O PROJECT BENCHMARK TOP OF NAIL -0 2,h / ^ 66`7 VEG N EGETATION AREA. ti 710N AREA VEGETATION AREA 'a �i ELEVATION - 27.4a I ry`o PROPOSED 14' ACCESS EASEM N y PRWECf BEtIC11NARK TOP OF NAIL WIDE ASPHALT CE ROAD ELEVATION 2e.4e (SEESERVIDETAIL /\•� 1 I PROPOSED ry " ® COMMUNICATIONS DIRT AREA 1 EQUIPMENT ../ x ,1 FENCED COMPOUND 1 !@ 4 EXISTING CONCRETE PAD I 11 I � � STORAGE AREA 4 LOD 1 \ X X / / BARRICADE (TYPICAL S' CONC. WAIX I I I 4'X16' VERIZON LEASE- SEE SURVEY / 195 _ O 0 O 0 0 I .. BY W.B.ROPOSED BY W.B. ZENTZ .0 I x I SELF SUPPORT �' TOWER I a ; Y. I STORAGE AREA ( -I U z 8 x U SOUTH FLORIDA RECYCLING INC. X, 35' TALL -: t I I (4201-134-0003-010\5) i 6' LRNN urvK FENCE „LEASE PARCEL. RADIUS // / (� ?,9 ?9 4OX Q ��ELECTRIC Y 6' CHAIN UKK FENCE �x 150' RIGHT OF W Y (TYPICAL) I SEE SURVEY BY ON 2' HIGH BERM / Oy R �'1 — — — — — — ® ON 7.HIaH BERM ON V i W.B. ZENTZ � �."�1•c- — --- D ®\ %_X �IGAnon VALVES 30. TOE 9P0L BANK -- �' -- VEGETATION AREA VEGETATION AREA - VEGETATION AREA VEGETATIONS AREA — _ — — — — - — — — — — — THESE PLj INS AND ALL PROPOSED ORV AND SL BJECT TO ANY CORRECTI NS REQUIP ED BY FIELD INSPECTORS TkIIAT MAY 3E NECESSARY IN ORDER TO COMPL r WITH ALL APPLICABLE CODES. VEGETATION AREA �. LEGEND SITE PLAN (PARENT TRACT) EXISTING ELEVATION J \ I 40 0 40 80 j CI% PROPOSED ELEVATION 01 Z � SCALE FEET N TE: SURVEYINFORMATION SHOWN HEREIN IS BASED UPON A BOUNDARY SURVEY P EPARED BY CULPEPPER AND TERPENING, INC. NOTE: ELEVATIONS ARE BASED ON NGVD 29 DATUM. This document, together with the concepts and designs presented herein, as an instrument of service, Is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. KEYS WI—FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 PROJECT INFORMATION: CURRENT ISSUE DATE: ==--- JULY 2008 ')UED FOR: CONSTRUCTION DRAWINGS :REV.:-::DATE:DESCRIPTION:_� _AL: PLANS PREPARED BY: CMFIKimley—Horn and Associates, Inc. O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 =PROVIDER: KEYS WI—FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 =DRAWN BY:=CHK.: APV.: GH JLR I DGW ZICENSURE: G. MARK BROCKWAY PE 28331 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 -SHEET TITLE: PARENT TRACT SITE PLAN :SHEET NUMBER: REVISION: JA I—L. jj ,, , 041350000 TOP OF TOWER EL, 195.0' AGL C 0 0 E N N FUTURE ANTENNA EL. 190.0, AGE. FUTURE ANTENNA EL. 180.0' AGE. FUTURE ANTENNA EL. 170.0' AGE. FUTURE ANTENNA h EL. 160.0' AGE. FUTURE ANTENNA EL. 150.0' AGE. FUTURE ANTENNA EL. 140.0' AGL. PROPOSED 195.0' SELF SUPPORT TOWER PROPOSED EQUIPMENT (BY OTHER) NOTE: ALL PROPOSED ATTACHMENTS TO TOWER BASED ON STRUCTURAL ANALYSIS BY OTHERS NOTE: TOWER DESIGN BY WORLD TOWER COMPANY TOWER ELEVATION N.T.S. Ai 0 0 J SITE DATA: JURISDICTION: ST. LUCIE COUNTY N FLOOD PLANE DATA: � FLOOD ZONE X, PER (F.E.M.A.) ON FLOOD INSURANCE RATE MAP Z NO. 12111CO275 F, DATE AUGUST 19, 1991, FOR COMMINITY N w NUMBER 120285, IN ST. LUCIE COUNTY, FLORIDA. o COORDINATES: (CENTER OF SELF-SUPPORT TOWER) a LATITUDE: 27 °17' 03.995" 0 LONGITUDE:-80029'00.343" ELEVATION: 28.7' NGVD 29 (PER SURVEY) ZONING: ' LAND USE EXISTING USE i PROPERTY IH INDUSTRIAL S.P. RECYCLING INC. o NORTH: IH INDUSTRIAL U.S. HOLDINGS INC. U U.S. PRECAST CORP. o SOUTH: IH INDUSTRIAL W. BRAD INGALLS a EAST: AG-5 AGRICULTURAL RANGE LINEROAD WEST: IH INDUSTRIAL U.S. PRECAST CORP. COMPOUND DATA J TELECOM COMPOUND AREA: 10,000 SQ FT= .023t AC EQUIPMENT PAD AREA: 8'x16'=128 SO FT o DEVELOPMENT AREA: 100'x100'=10,000 SQ/FT O 0 TOWER CAISSON AREA: 134 SO/FT in o ACRES SF PERCENTAGE DEVELOPMENT AREA 0.023 10,000 SF 100.00% IMPERVIOUS AREA 0.003 134 SF 13.40% Y PERVIOUS AREA 0,022 9,866 SF 86.60% w ACCESS ROAD IMP. AREA 0.123 5,377 SF N w U NOTE: PARENT TRACT DESCRIPTION PROVIDED BY CULPEPPER & TERPENING INC. E This document, together with the concepts and designs presented herein, as on o instrument of service, is intended only for the specific purpose and client for C which it was prepared. Reuse of and improper reliance on this document M without written authorization and adaptation by Kimley—Horn and Associates, 3 Inc. shall be without liability to Kimley—Horn and Associates, Inc. 0 o` 1� PROPERTY LINE NOTES: 1. NO SIGNS REQUIRED EXCEPT FCC REQUIRED SIGNAGE 2. MINIMAL INCREASE IN TRAFFIC. APPROXIMATELY TWO TRIPS PER MONTH FOR EACH PROPOSED CARRIER. 3. NO PLUMBING REQUIRED. NO WASTE OR REFUSE WILL BE GENERATED AT THIS SITE. NO POTABLE WATER REQUIRED AT THIS SITE. 4. NO PARKING SPACES ARE REQUIRED; 5. EQUIPMENT IS UNMANNED AND EXEMPT FROM H/C ACCESS UNDER FL. STATUE SEC. 533.503 AND SEC. 41.2 OF THE ADAAG 6. CONCURRENCY EXEMQ 7. LEASE PARCEL LOCATED IN FLOOD ZONE X. 8. 8' HIGH OPAQUE CHAIN LINK FENCE AND LOCKED ENTRY GATE. 9. HIGH VOLTAGE DANGER !SIGN INSTALLED ON GATE AND SHELTER DISCONNECT.I 10. PROPOSED VERIZON POWER AND BATTERY (CABINETS UTILIZE SEALED, NON —ACCESSIBLE, LEAD -ACID TYPE BATTERIES. 100' 80' PROPOSED VERIZON GENERATOR LEASE AREA dit Q d '4 •" . 4' q d Ea a a PROPOSED 195' SELF SUPPORT TOWER �O d 11 4 v 4 4 PROPOSED CONCRETI FOUNDATION d (1.5' UNDERGROUND) `': d 4� 4 v b 4 d ® G d 38' 21' PROPOSED VERIZON LEASE PARCEL 12x30 LN SEE SURVEY BY W.B. ZENTZ, PLS 35' FALL RADIUS L THESE PLANS AND ALL P POSED WORK KtD SUBJEC TO ANY C RRE�CTSI�ONS_ QUI M Mr MAY BE NECESSARY IN O ER TO M WITH AIUCABL CODES. EXIST. SWALE ^\\ ^ EXISTING VEGETATION AREA \ F \ ^ ®SITE PLAN (L SCALE: 1 "= 10' OWNER: WCA OF ST. LUCIE LTC ONE RIVERSIDE #1400 HOUSTON. TX 77056 OWNER CONTACT: STEVE SEED — REGIONAL VP PO BOX 895 FORT EAD, FL 33841 APPLICANT: KEYS WI—FI INC. 104 PALMETTO AVE. TAVERNIER, FL 33070 SURVEYORS: CULPEPPER & TERPENING INC. CONSULTING ENGINEERS 8c LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 MICHAEL T. OWEN, P.S.M. LS # 5556 10' PROPOSED 8' HIGH OPAQUE CHAIN LINK FENCE W/ GREEN SLATS CDf00 14' WIDE ACCESS GATE 'ILE rQPY PROPOSED ELEC. METER RACK (6 METERS) -SEE ELECTRICAL PLANS NOTE: EXACT LOCATION OF SERVICE RACK AND TELCO DEMARC TO BE DETERMINED IN COORDINATION WITH UTILITY. REMOVE EXIST. FENCE, REPLACE W/8' HIGH CL FENCE AS NOTED SETBACKS: TOWER OF PROPERTY LINE: REQUIRED: PROVIDED: NORTH (SIDE) 30' 20D'± SOUTH (SIDE) 30' 30'f EAST (FRONT) 50' 520'f WEST '',(REAR) 40'' 40't SITE PLAN/MAJOR- MASTER SITE PLAN FINAL SITE PLAN NOT FOR CONSTRUCTION KEYS WI—FI INC. 104 PALMETTO AVE. TAVERNIER, FL 33070 KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 _MMr lrnT In lr /lM.. AT1l 1,I JV LVI II VI VI\IVIllI1Vl' S.P. RECYCLING COMMUNICATION TOWER AJ ADJUSTMENT—SP RECYCLING CORP C 9901 RANGE LINE ROAD PT. ST. LUCIE, FLORIDA 34987 CURRENT ISSUE DATE: JULY 2008 UED FOR CONSTRUCTION DRAWINGS :REV.:=DATE: DESCRIPTION: L = SEAL: +y i =PLANS PREPARED BY: CMFIKimley:�,,NoY6. and A )s,o�Iates, Inc. 0 2006 KIMLEY-HORN AND ASSOCIATES INC: 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 3340� '1 (561) 845-0665 FBPE CA00000696 =PROVIDER: KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 —DRAWN BY:=CHK.: APV.: GH JLR DGW =LICENSURE: =SHEET TITLE: SITE PLAN :SHEET NUMBER: REVISION: C=2 041350000 C, 0, L, o' E. d N L s, E a N N 00 0 0 N tri m Q T O J 3 r7 N N c 0 a 0 FINISHED GRADE, PAVING MATCHSLOPE :AND THICKNESS OF EXISTING TRENCH �oU�oUa �oUaoUo UooUooUo�oUQoUoUoUo c D000o0ooOoo0 0 0�00�0000000 Oo�Oo� 4 _ acfJ��o���od��� - _ \��UNDISTURBED GROUND - __ -=_ =- \//\, COMPACTED I ACKFILL /\\ \% BACKFILL (SAND OR NATIVE SOIL) UTILITY WARNING TAPE Ile 2" SCHEDULE 40 PVC \ TELCO CONDUIT AND ELECTRICAL CONDUIT. PROVIDE FULL LENGTH TELEPHONE CONDUITS �/1 A PULL STRING (TYP.) WHERE APPLICABLE COORDINATE SIZE AND TYPE WITH LOCAL UTILITY POWER CONDUIT WHERE (1 ACTIVE, 1 SPARE APPLICABLE COORDINATE CONDUIT AS REQUIRED) SIZE AND TYPE WITH LOCAL UTILITY 6" MIN 4" MIN. TO SECONDARY ELECTRIC* (TYP) 2' MIN: 12" MIN. TO PRIMARY ELECTRIC * SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS JOINT SERVICE TRENCH BURIED CONDUIT ELECT/ TELEPHONE N.T.S. FrNISHED\GRADE OR NEW HOT MIX ASPHALT SURFACE COAT OR CONCRETE P,�{/EMENT TO MATCH EXISTING CONl�LTIONS WHERE APPLICABLE TACK COAT IN SAWCUT f 6" MIN. ASPHALT PAVEMENT 6" MIN',. FINISHESPHALT ASPHALT ORADE OR CO CONCRETE PAVEMENT REQUIREMENT AS — MATCH SLOPE AND THICKNESS OF EXISTING ASPHALT OR CONCRETE. SLOPE TO SUIT SOIL ?X\�j\\/\\/ CONDITION COMPACTED BACKFILL TYPICAL PIPES OR CONDUITS 6" MIN. � TRENCH AS SHOWN ON PLANS TYPICAL TRENCH DETAIL N.T.S. NOTE: PARENT TRACT DESCRIPTION PROVIDED BY CULPEPPER & TF:RPENING INC. This document, together with the concepts and designs presented herein, as an instrument of service, Is Intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. TYPICAL EXISTING FENCE POST OR LEASE PARCEL LIMITS MIRAFI 60MIL WEED CLOTH FINISH GRADE EXTEND WEED BARRIER & STONE 12" BEYOND I=ENCE/LEASE LIMIT ON ALL SIDES AND 6" MIN. ABOVE GROUND 12" 2" MAX. D ETA NOTE: ALL MATERIALS FURNISHED BY N.T.S. CONTRACTOR UNLESS OTHERWISE NOTED. iff RCo THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SLOPE TO DRAIN 1 % MIN SLOPE EXISTING GROUND FDOT TYPE S-1 ASCS COMPACTED TO 95% MAXIMUM DENSITY PER AASHTO T-180 8" CRUSHED COQUINA BASE COURSE (LBR 100) (100% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557) PLACE IN TWO OR MORE LAYERS NOT LESS THAN 4" NOR MORE THAN 6" 98% MAXIMUM DENSITY COMPACTED SUBGRADE ASPHALT PAVEMENT SECTION N.T.S. KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 'ROJECT INFORMATION: "URRENT ISSUE DATE: — JULY 2008 JED FOR CONSTRUCTION DRAWINGS :REV.:=DATE: DESCRIPTION: aL: :PLANS PREPARED BY: rMFIKimley—Horn � and Associates, Inc. O 2006 KIMLEY—HORN AND ASSOCIATES, INC. 4431 EM13ARCADERO DI�. WEST PALM BEACH, FLORIDAI' 33407 (561) 845-0665 FBPE CA00000696 =PROVIDER: KEYS WI-F1 INC. 104 PALMETTO AVE TAVERNIER, FL 33070 =DRAWN BY:=CHK.: APV.: GH I JLR DGW =LICENSURE G. MARK BROCKWAY PE 28331 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 =SHEET TITLE: DETAIL SHEET I :SHEET NUMBER: REVISION: A 1-1,, U 041350000 1 GALV. STEEL CHAIN LINK FABRIC, 9GA. 2"x2" MESH ATTACH TO SIDE OF FRAMN KNUCKLED DOWN. BELOW TOP OF RAIL 0 I c0 GREEN PRIVACY SLATS THROUGHOUT 6 w IN Q0 I CV 10'-0 O.0 (TYP.) ONE SECTION SEE KNUCKLED DOWN DETAIL ON THIS SHT. 5/8"0 TOP RAIL TYP. 1 5/8"0 MID RAIL (TYP.) 2-3/8'� LINE POST ( , X f XV... _ d — SEE KNUCKLE DOWN DETAIL ON THIS SHEET: 1— _ d ° 12"0 FENCE ELEVATION N.T.S. • N FINISH GRADE E a an N N 0 O 0 N m rn 0 O J • 3 A, zo N of a 0 U b C 0 i 0 0 . a U f 0 a a to Y 0 0 0 0 M I ) uj in J W NOTE: PARENT TRACT DESCRIPTION PROVIDED BY CULPEPPER & TERPENING INC. E This document, together with the concepts and designs presented herein, 'fora o instrument of service, is intended only for the specifc purpose and client for C which it was prepared.. Reuse of and improper reliance on this document without written authorization andadaptation by Kimley—Horn and Associates, c Inc. shall be without liability to Kimley—Horn and Assoclates, Inc. 14` GATE ELEVA I ION N.T.S. \,--- BOTTOM TENSION WIRE SOLID #7 GA. ALUMINIZED SOLID COIL WIRE CONC. FTG. (TYP.) 1 5/8"0 PIPE FRAME FOR GATE ALL JOINTS CONT, WELD. CAP TOPS OF UPRIGHTS-GALV. STEEL CHAIN LINK FABRIC-9GA. 2%2" MESH- ATTACH INSIDE OF FRAME. 4"0 END POSTS AND GATE POSTS (TYP.) z KNUCKLE DOWN TYP. - r TOP RAIL OF ALL �~ FENCING. 7, FINISH GRADE N a_ TYPICAL ALL FENCING NOTE:, ALL MATERIALS FURNISHED BI CONTRACTOR UNLESS OTHERWISE NOTED. KNUCKLE DOWN DETAIL N.T.S. 1 1:7) /R" rAI V PiPF WFI_[)ED I fCIIVI Val F1IIV LII Vf\ I iv CUT - OPENING SECURE WITH TIES (SEE KNUCKLE DOWN DETAIL GATE CHAIN LOCK OPENING DETAIL N.T.S. iE PLANS AND ALL PROPOSED WORK AD SUBJECT TO ANY COC ORS TOHAT MAY BE NECESSARY IN ORDER T OMPLY WITH ALL APPLICABLE CODES. FENCING NOTES: 1. — ALL CHAIN LINK FENCE WALLS TO BE STRUNG THROUGH STRETCHER BARS AND ATTACHED TO END POST WITH CLIP. 2. — ALL CHAIN LINK FENCE ALONG PIPE FRAME TO BE WIRE TIED. 3. — ALL WELD POINTS SHALL BE CLEANED AND PAINTED WITH POWDERED ZINC PRIMER. 4. — ALL GALVANIZED STEEL PIPE TO BE A.S.A. SCH. 40. UNLESS OTHERWISE NOTED. 5. — GATE SHALL HAVE HEAVY DUTY HINGES AND LOCKING DEVICE. 6. — SPLICES SHOULD ONLY OCCUR AT CROSSRAILS. 7. CAP TOPS OF UPRIGHTS SHALL EITHER HAVE A CONTINUOUS WELD OR HAVE "SET SCREWS" SO THEY CAN NOT BE REMOVED. 8. — USE ONLY A HEAVY DUTY LATCH ON GATE. 9. CONCRETE FOR FOOTINGS TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 30'0o PSI. 10. GREEN PRIVACY SLATS TO BE INSTALLED ON FENCE ON ALL SIDES OF COMPOUND KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 PROJECT INFORMATION: :CURRENT ISSUE DATE: JULY 2008 JED FOR: CONSTRUCTION DRAWINGS :REV.:=DATE: DESCRIPTION: -CCAI :PLANS PREPARED BY: C="Kimley—Horn Mand Associates, Inc. O 2006 KIMLEY-HORN AND ASSOCIATES,.fNC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 )VIDER: KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 =DRAWN BY:=CHK.: APV.: GH JLR DGW =LICENSURE: G. MARK BROCKWAY PE 28331 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 =SHEET TITLE: DETAIL SHEET I_____ I SHEET NUMBER: REVISION: % U U U It. 041350000 N 0 D) 0 E Z a ') N N 0 0 N a� a Z a a w V) This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates. Inc. shall be without liability to Kimley—Horn and Associates, Inc. — —X =_x =—X---7f—X � X ­r --X- -)--x == X = x X �-r­X � X =--r =-X =-r X =-X ZON _E T C-6 D VERIZ 12'X30' ',EA ROPOSED 3'-6"X3'-6" ONCRETE LANDING (SEE ETAILS ON SHT. C-6) ENLARGED SITE PLAN O 8 0 8 16 z SCALE FEET 'OSED 195' SUPPORTED =R •PROPOSED WAVEGUIDE POST FOUNDATIONS. SEE DETAILS ON SHT. 6. (TYP OF 5), MAXIMUM SPACING 8' 0/C. PROPOSED 90'f UNDERGROUND ROUTE OF ELECTRIC SERVICE IN 2" CONDUIT. PROPOSED 50'f UNDERGROUND ROUTE OF TELCO SERVICE IN 2-2" CONDUITS. CONTRACTOR TO VERIFY EXACT DEMARC LOCATION IN THE FIELD WITH UTILITY REPRESENTATIVES AND VERIZON CPM ELECTRIC SERVICE RACK NOTE: EXACT LOCATION OF W/ 200A VERIZON METER SERVICE RACK AND TELCO AND 200A DISC. SW. DEMARC TO BE DETERMINED COORDINATION WITH UTILITY. -X— — X— LEGEND O PROPOSED 2" CONDUIT FOR FUTURE GENERATOR TO MANUAL TRANSFER SWITCH © PROPOSED 3/4" ALARM AND GENERATOR START CONDUIT BETWEEN FUTURE GENERATOR AND SHELTER PROPOSED 3/4" BATTERY CHARGER © CONDUIT BETWEEN FUTURE GENERATOR AND SHELTER O PROPOSED 3/4" LOW FUEL ALARM CONDUIT BETWEEN FUTURE LP TANK AND SHELTER O PROPOSED GAS LINE BETWEEN FUTURE LP TANK AND GENERATOR, 3/4" PE BELOW GRADE, 3/4" GALV ABOVE GRADE NOTE: COORDINATE WITH VERIZON WIRELESS CONSTRUCTION MANAGER FOR EXACT LOCATIONS FOR CONDUIT STUB UPS AT SHELTER, GENERATOR, AND LP TANK THESE PLANS AND ALL PROPOSED E O RI( AND SUBJECT TO ANY SpECTORS RABy FIELD IN! Y B6 NECESSARY IN ORDER TO THAT COMPLY WITH ALL APPLICABLE CODES. KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 VJCL.I IIVr VrCIVIFiI IVIV SOUTH FLORIDA RECYCLES COMMUNICATIONS TOWER 9901 RANGE LINE ROAD PT. ST. LUCIE, FLORIDA 34987 ST. LUCIE COUNTY CURRENT ISSUE DATE: JULY 2008 SSUED FOR: CONSTRUCTION DRAWINGS =REV.:=DATE: DESCRIPTION: =A L: :PLANS PREPARED BY: rMFIKimley—Horn �and Associates, Inc. O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH; FLORIDA 3340 (561) 845-0665 FBPE CA00000696 OVIDER: KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 LDRAWN BY:=CHK.: APV.: GH JLR DGW I—LICENSURE: G. MARK BROCKWAY PE 28331 KEMN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 EET TITLE VERIZON SITE PLAN :SHEET NUMBER: REVISION: C=5 =KHA Job #: 041350001 JI 111 PROPOSEDI A I B I C I D I E I F I G H SHELTER FOUNDATION 6" 6" 11'-8" 20'-0" 8" 1 1'-0" FIBER MESH EL. 0'-6" AGL E4. Q.. a a ° . .: ... ..FIRM 'P d ° da a d ° T° ° ° 1 - .A ° E a PROPOSED A B C D E F GENERATOR 4" 4" 8'-0" 11'-8" FIBER MESH EL. 0'-4" AGL CONC. PAD LP TANK 4" 4" 4'-0" 10'-0" FIBER MESH EL. 0'-4" AGL CON C.PAD CONC. 4" 4" 3'-6" 3'-6° FIBER MESH EL. 0'-4" AGL LANDING N N EQUIPMENT PAD o N.T.S. e. m a R I o z THESE PLANS AND ALL PROPOSED WORK Z Ld z AND SUBJECT TO ANY. CORRECTIONS o � X o REQUIRED BY FIELD INSPECTORS THAT W > w a z o MAY BE NECESSARY IN ORDER TO o COMPLY WITH ALL APPLICABLE CODES. o a o 00 oQ Q o PIPE 3 1/2» / STD: o o GRADE GRADE 0 N O e °... G�yge,V ��q o o�sagoo o noo ° e an`iU� ip p a J a d a a 18° } z 18" z M O WAVEGUIDE BRIDGE ALTERNATIVE DESIGN WITH 2 PIPE COLUMNS NTS N DOUBLE —POST NOTE: ALL MATERIALS FURNISHED BY CONTRACTOR UNLESS OTHERWISE NOTED. WAVED U I D E BRIDGE J W NTS NOTE: ALL (MATERIALS FURNISHED BY E o This document, together with the concepts and designs presented herein. as on instrument of service, is intended only for the specific purpose and client for CONTRACTOR UNLESS OTHERWISE NOTED. p which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates,.. Inc. shall be without liability to Kimley—Horn and Associates, Inc 3 _ KEYS WI—FI INC. �� 104 PALMETTO AVE TAVERNIER, FL 33070 UJLIJ I IINK URIVI/AI I U P S.P. RECYCLING COMMUNICATION TOWER VAJ ADJUSTMENT—SP RECYCLING CORP CU 9901 RANGE LINE ROAD PT. ST. LUCIE, FLORIDA 34987 I CURRENT ISSUE DATE: ISSUED FOR: CONSTRUCTION DRAWINGS LREV.:=DATE: DESCRIPTION r SEAL: :PLANS PREPARED BY: EMPIKimley—Horn and Associates, Ir O 2006 KIMLEY-HORN AND ASSOCIATES; INC. 4431 EMBARCADERO DR. WEST PALM BEACH,', FLORIDA 3 3401' (561) 845-0665 FBPE CA00000696 OVIDER: (@KEYS WI—FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 '::DRAWN BY:=CHK.: APV.: GH JLR DGW =LICENSURE: G. MARK BROCKWAY PE 28331 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 EET VERIZON CONSTRUCTION DETAILS =SHEET NUMBER: REVISION: C� A 1-1- JI M 041350000 i x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x—x_x=X xx—x—x—x—x—x—x I PROVIDE NEW #2CU GROUNDING i I TO FENCE, CADWELD TO POST, I SEE DETAIL ON SHEET E-2 x I I I II I x I I x=x=x=x=x=x= x= X -x= x_ x= x_ x_ X,—, x= X� f \ + f ky k I I I I /X I � j I I I x x I x I I I x x x I N ROUND TOWER I I �III I I i I I / I GENERAL NOTES: x NEW SELF 1. ALL CONDUITS SHOWN ARE SUPPORT BOND TOWER GROUND i DIAGRAMMATICALLY DRAWN, CONTRACTOR IS \ / TOWER RING TO FENCE TYP. I I RESPONSIBLE TO COORDINATE THE ACTUAL x _ INSTALLATION, MOUNTING HARDWARE, AND II \ 1- I i ROUTING WITH VERIZON WIRELESS CPM. I I �I y _ � I I / x I I GROUND ROD WITH I I INSPECTION SLEEVE, TYP, I I SEE DETAIL ON SHEET E-2 11 I 11 / �x I I / / S AND ALL PROPOSED WO x L I- - CADWELD PROPOSED BURIED THESED ZECT TO ANY CORRECTION #2CU TINNED GROUND TO AN x x EACH PROPOSED POST FOR REQUIRED BY FIELD INSPECTORS T I I I FUTURE WAVEGUIDE BRIDGE, MAY BE NECESSARY IN ORDER T© 1 I COMPLY WITH A►.� APPLICABLE COS' x 1 I I FUTURE I x WIRELESS CARRIER I x I I I' I 11 it I I I x NEW 1200A MULTI -CARRIER SERVICE RACK, SEE RISER AND DETAIL ON SHEET E-2 I i PROPOSED ROUTE OF POWER CONDUITS TO EXIST POINT OF SERVICE, APPROX. t40', x x SEE CIVIL PLAN FOR COMPLETE ROUTING, T01A NEW TELCO DEMARC. BOX, COORDINATE WITH UTILITY CO. AND CPM T01 B SEE RISER AND DETAIL ON I 1 I I I SHEET E-2 x PROPOSED ROUTE OF TELCO CONDUITS TO I - - - - C01B I EXIST TELCIVIL P DEMARC., MP ETE ROUTING, C01 B _ � I SEE CIVIL PLAN FOR COMPLETE ROUTING, x _ C01C I COORDINATE WITH UTILITY CO. AND CPM x_X_X_i��- x-X_X-X_X_x-x_x_x_X_x-x_x-X_X_X_x_X-X-x_- -x-x-x_X_X_X-X-X_X_X_X_X_X_X_X_X_X_X_X_X_X-X-x=X _X-X_X This document, together with the concepts and designs presented herein, as an instrument of serWce, Is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shalt be without liability to Kimley—Horn and Associates, Inc. X —X —X C&W engineering ELECTRICAL CONSULTANTS rO 2326 S. CONGRESS AVE., SUITE IF M WEST PALM BEACH, FL. 33406 tp (561) 642-5333, fax (561) 966-2293 10 EMAIL CWENGOBELLSOUTH.NET REGISTRATION NUMBERS C & W ENGINEERING CA0006-- DALE G. WALKER, ELECTRICAL 361 pE 36914 CHARLES DERI, ELECTRICAL PI.17774 KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 PROJECT INFORMATION: CURRENT ISSUE DATE: JULY 2008 :ISSUED FOR: CONSTRUCTION DRAWINGS =REV.:=DATE: DESCRIPTION: SEAL: PREPARED I 18, 2008 EMnKimley-Horn and Associates, Inc. O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 OVIDER: KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 :DRAWN BY:=CHK.: APV.: GH JLR DGW :LICENSURE: G. MARK BROCKWAY PE 28331 KEVIN M. SCHANEN PE 60251 MARK FAIRCHILD PE 51597 RUSSELL MORRISON PE 51567 OSCAR R. TAZOE PE 60742 ANGELINA FAIRCHILD PE 43958 HEET TITLE ELECTRICAL SITE PLAN :SHEET NUMBER: REVISION: E-1 i/LIA I—L It 1\,,,, VVN IT 041350000 N I W MAX. BETWEEN VERTICAL MEMBERS NEW TELCO ENCLOSURE, SHALL BE 48" TYPICAL. MOUNTED ON BACK PROVIDE NEW PADLOCKABLE GUTTER, 24"X24"X8' MIN, — — — — PROVIDE POLARIS TAPS AS REQUIRED F_ —I TO POWER CO 0U2000OOVERIZON 200A 200A 200A 200A METERR METER METER METER METER VERIZON FUTURE FUTURE FUTURE FUTURE FUTURE — 1 DISC DISC DISC DISC DISC I--{ DISC I I I H-- -- - GROUND 77 FINAL GRADE N '0�0� 0 o° IE o ° u FUTURE GPS GLOBE CARRIER PROVIDED a a a. a a BITUMASTIC a o COPPER CLAD CONCRETE ° COATED ROD, TYPICAL. TYPICAL. a A d a a a' NEW LOAD CALCULATION LOAD AMPS FUTURE VERIZON WIRELESS LOAD 120 FUTURE WIRELESS CARRIER 140 FUTURE WIRELESS CARRIER 140 FUTURE WIRELESS CARRIER 140 FUTURE WIRELESS CARRIER 140 FUTURE WIRELESS CARRIER 140 TOTAL 820 VOLTAGE PROVIDED: 240V, 1 PHASE, 3 WIRE SERVICE PROVIDED: 3C/4, 500MCM, CU, 1140A ELECTRICAL RISER DIAGRAM NTS This document, together with the concepts and designs presented herein, as on instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. NEW VERIZON METER PER FPL NEW VERIZON 2P-200/200A CLF DISC, NEMA 3R, SE RATED, 100KAIC 3-500,4"C C01A 3-500,4°C CCHB 3-500,4"C C01 C I TO FPL POINT _ J OF SERVICE 2" RGS CONDUIT SECURELY MOUNT TO PIPE STAND GALVANIZED UNISTRUT WITH SS HARDWARE g 4" GALVANIZED' PIPE WITH CAP & eo ""I SS HARDWARE i i } z GRADE REMOVABLE COVER i i i i i W i W i ......... 6"(w) x 20"(1) PVC #2 AWG BARE TINNED SOLID COPPER WIRE FOR MEGGER TESTS 18" CADWELD TO ROD CRUSHED ROC AT BASE y SLOT FOR GROUND WIRE CADWELD CONNECTION TO GND RING, TYP. ^_ #2 AWG BARE 5/8"X10' COPPERC TINNED SOLID STEEL *OD COPPER WIRE NOTE: ,CONTRACTOR TO MARK ON INTERIOR OF SLEEVE WHICH BUILDING GROUND OR TELEPHONE GROUND IS TIED INTO GROUND ROD/INSPECTION WELL DETAIL NTS NOTE: 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AS A MINIMUM, ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 50 FOOT STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER. RING GROUND #2 AWG BCW CADWELD 47 #2 AWG BCW CABLE TO CABLE CADWELD VERTICAL POST CONNECTED TO RING FENCE GROUNDING DETAIL NTS FILE COPY THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NjCESSARY IN ORDER TO COMPLY Wr(H ALL APPLICABLE CODES. PROVIDE NEW PADLOCKABLE GUTTER, 24"X24"X8' MIN, PROVIDE POLARIS TAPS AS REQUIRED PROVIDE MODIFIED NEMA 3R TELCO BOX 36"Wx48"Hx16"D MIN. 200A METER DIMENSIONS, WITH O O O O O O CAN FOR GASKET, WITH DRIP FUTURE SHIELD, CARRIER, TYP. PADLOCKABLE WITH PLYWOOD BACKBOARD FUT. FUT. FUT. FUT. I FLIT. 31 200A 200A 200A 200A 1200A 3/0 GND, 1"C DISC DISC DISC DISC DISC L_ L_ _J �— BOND #2 GND JUMPER TO GROUND LUG FINAL GRADE 5/8"x1O' COPPER CLAD GROUND ROD, 6' APART MIN. SPARE 3"C TO SPARE 3"C TO FINAL GRADE II TO TELCO — DEMARC. TELCO RISER DIAGRAM NTS r-I0 C&W engineering ELECTRICAL CONSULTANTS 2326 S. CONGRESS AVE., SUITE 1F WEST PALM BEACH, FL 33406 (561) 642-5333, fax (561) 966-2293 EMAIL: CWENG®BELLSOUTH.NEr REGISTRATION NUMBERS C & W ENGINEERING CAD006245 DALE G. WALKER, ELECTRICAL PE 36914 CHARLES DERi, ELECTRICAL PE 17774 (I)KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 'ROJECT INFORMATION: -1URRENT ISSUE DATE: JULY 2008 CONSTRUCTION DRAWINGS :REV.:=DATE: DESCRIPTION: -AL: :PLANS PREPARED BY: C=FjK1m1ey—Horn and Associates, Inc. ' O 2006 KIMLEY-HORN AND ASSOCIATES, INC. 4431 EMBARCADERO DR. WEST PALM BEACH, FLORIDA 33407 (561) 845-0665 FBPE CA00000696 OVIDER: KEYS WI-FI INC. 104 PALMETTO AVE TAVERNIER, FL 33070 :DRAWN BY:=CHK.: APV.: GH JLR DGW :LICENSURE: SHEET TITLE: ELECTRICAL RISER & DETAILS :SHEET NUMBER: REVISION: Ell _IA 1,k 11 ., , ___ 11 041350000