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Home My WebLink AboutPLANS�` a . � i0aud, fb iM Pier4t- . f �I Q PROJECT-.:-, SIT.E ... - __ �` r 1mwa nd 77 '..- ; .. mia,exyxd wum.xW Wniie P o �op g SITE VICINITY MAP LOCAL MAP a MOTOROLA SOLUTIONS PROJECT CONTACTS: PROJECT YANAGBC JEFF KARBONX MOTOROLA (99) 444-M CONSTRUCTION MANAGER: KYLE INGRAM allMN TOWER (407) 947-9456 LANDFILL 6122 GLADES CUT OFF ROAD FORT PIERCE, FL 34981 EXISTING 300' GUYED TOWER SITE USE: UNNAMED TELECOMMUNICATIONS RELAY EQUIPMENT IN A PROPOSED UNMANNED FACILITY. NOTES: CONTRACTOR SRALL NOITFY OWNER FOR ACCESS TO SITE CONTRACTOR %IA L VERIFY ALL PLANS AND DOSIMG DIMENSIONS AND CONDMONS ON THE JOB SITE AND SHALL IMMEDIATELY NODFY THE ENGINEER IN WRMNG OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME INDEX OF DRAWINGS SCANNED By St. Lucie Countv T1 COVER SHEET C1 NOT USED C2 TOWER ELEVATION Al NOT USED A2 MICROWAVE PLACEMENT DETAILS A3 MICROWAVE ORIENTATION AND MOUNTING DETAILS SO GENERAL NOTES S1 RETROFIT ELEVATION S2 RETROFIT DETAILS ST. WCIECOURV ems= DATE: - St. Lucia C: ELE Date InK. v I Approve0 DATE7� — DAMPLUM DATE: — MECK — lqh/6 DATE: — t~ Go MOTORO/_.4 SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - LANDFILL 6122 GLADES CUT OFF ROAD FORT PIERCE, FL 34981 wig AMEC FOSTER WHEELER ENVIRONMENT AND am INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 wheeler PHONE: (770) 421,3400 FAX: (770) 421-3486 2k1B1iDJN SEAL ``"`"UP1U1111111INOi///h ClSD , :. XCEATS� D'1�1939 <Z F `'s 40RIDP 'jd 4r,4xixnpxdd LE, T1 COVER SHEET MOTORON SIZE: LANDFILL TOWER TYPE GUYED TOWER HETGHE 30C 1TOWER ELEVATION C2 SCALE: N.TS. AGENCY CABLE MARKING COLORS AGENCY COLOR TEBNESSEE BUREAU OF INVESTIGATION (iBl) PURPLE TENNESSEE DEPARTMENT OF MUNIENT 8 CONSERVATION (TDEC) BILE TENNESSFE DEPARTMENT OF AGIGCIMIURE DIVISION OF FORESTRY (TOF) RED TENNESSEE DEPARTMENT OF TRANSPORTATION (TOM ORANGE TENNESSEE ENVIRONMENTAL MANAGEMENT AGENCY (TEMN) WHITE TENNESSEE HIGHWAY PATROL (THP) YELLOW TENNESSEE WILDLIFE RESOURCES AGENCY (INWA) GREEN MINESSEE VALLEY REGIONAL COWMUIllCA71ONS SYSTEM (1M) BROWN NOTE NO LESS THAN 6' OF TAPE LENGTH EVERY 20' AS PER TWCC AGREEMENT 10-31-1996. SCALE: NONE 1. ALL vamrAL TRAL19moN LINE RUNS FROM THE ANIEm SHALL BE GROUNDED NEAR THE TOP AND BORON OF THE TOWER BEFORE THE GABLE MAKES HORIZONTAL TRANSITION AND NEAR THE ENTRY PORT ON THE SHELTER ADDITIONAL TRANSMISSION LINE GROUND KITS SHALL BE BBTALLED AS NEEDED TO UMNT THE DRTANCE BETWEEN GROUND KITS TO 75 FT. 2. RE COM ACTOR SHALL CONDUCT A SWEEP TEST ON ALL THE NEWLY INSTALLED TRANSMISSION IRES TO DETERMINE THE GABLE CONDUCTOR RESISTANCE, GABLE INSEFTON LOSS. REFLECTION AND SIOIULLIS RESPONSE MEASUREMENTS, 3. DRIP LOOPS SHALL BE INCORPORATED IN CABLE RUNS TO PREVENT WATER FROM TRICKLING DOWN THE UNES INTO THE BUILDING 4. ALL TRMlSUSSION LINES SHALL BE MARKED WITH APPROPRIATE COLOR TAPE BANDS (ONE INCH WIDE COLOR TAPE1 FOR DFNIIFICATDN NEAR THE MOENA. JUST BEFORE ENIE BIG THE BUILDING AS AS INSIDE THE BUILDING, BEFORE CONNECTING TO THE SURGE SUPPRESSORS. FOR COLOR CODING SCHEME SEE 2/C3. LAI MOTOMOLA SOLUTIONS 8000 W.SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - LANDFILL 6122 GLADES CUT OFF ROAD FORT PIERCE, FL 34981 a m e c AMEC FOSTER WHEELER ENVIRONMENTAND INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, SUITE 100 KENNESAW. GA 30144 PHONE: (770) 421-340D FAX: (770)421-3466 L'P1l�U:V��;Ng7b9DP.� 1' a.nuwgpq �/ E Nu.19390 'S o ®�§ : STATE OF f g Aa,S'7rJ 6 r ,: C2 TOWER ELEVATION HOM, GROUND HIIS SHALL BE INSW1ED ON THE COAX CABLE NON -TUNABLE CONNECTOR (EW63) AT THE TOP OF THE TOWER BOTTOM OF THE TOWER, CABLE ENTRY PORT INTO THE SHELTER AND FOR MICROWAVE DISH ND. i EVERY 75' OF CABLE RUN. ANDREW PARS-59W W/ RAD01@ 125 AFG GROUND IOT (TOP OF TOWER) ELLIPTICAL WAVEGUIDE COAX CABLE, ANDREW &W63 IXIERIOR OF SHELTER INIERIDR 7F SHELTER RADIO HOSTING GRUP (MY 200' M4XMUN SPMAG) GROUND HIT (AT 75'-O' INTERVALS FROM TOP OF RUN TOWARD GROUND) GROUND HR (BOTTOM OF TOWER WITHIN 6'-0' OF TRANSITION POINT) GROUND NR (AT ONE ENTRY PORT TO SHELTER) NON -TUNABLE CONNECTOR 2-O' FLEX -TWIST 1/4' TUBING 2 PORE MMIIFOLD DEHYDRATOR L'U_L��ln!;i11 BmC GROUND KITS SHALL BE INSTALLED ON THE COAX CABLE NON -TUNABLE CONNECTOR (BY63) AT THE TOP OF THE TOWER, BOTTOM OF THE TOWER, CABLE DW PORT INTO THE SHELTER AND FOR BW 75' OF CABLE RIM. MICROWAVE DISH NO. 2 ANDREW PARE-wW W/ RADOIdE 105' AFG GROUND XR (TOP OF TOWER) 81FRCAL WAVEGUU)E COAX CABLE, ANDREW JE1V83 RADIO HOISTING GRIP (EVER( 200' MAXMUM SPACING) GROUND HR (AT 75--0' INIBNALS FROM TOP OF RUN TOWARD GROUND) GROUND 10T (BOTTOM OF 70M WITHIN 6'-0' OF TRANSITION POINh GROUND IOT (AT CABLE ENTRY PORT TO SHELTER) NON -TUNABLE CONNECIOR 2'-0' FLEX -TWIST 1/4' TUBING CONNECTOR PRESSURE WINDOW 2 FORT MANIFOLD DEHYDRATOR la MoroROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - LANDFILL 6122 GLADES CUT OFF ROAD FORT PIERCE, FL 34981 AMEC FOSTER WHEELER ' ENVIRONMENT AND 'i� a m e c INFRASTRUCTURE, ING. 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-34DO wheeler FAX: (770) 421-3486 NO. I DATE I REVISION ( I to A2 MICROWAVE PLACEMENT DETAILS 345.06 PIPE MDUNF MOTOROLA ISCROWAVE DISH NO. 2 - 105' AFG SOLUTIONS DISH MOUN@IG DPACIV, WIFH MCROWAVE DISH) 8000 W. SUNRISE BLVD AA PLANTATION, FL 33322 NEW WCRDWAVE DIM PHONE: (954) 723-5000 (SEE SHIM A2) _ ..)APIER ClW SET FOR 4' DU 70 .S' DIA LEGS, ANDREW !MS-IDD-SSH 1MICROWAVE DISH MOUNTING DETAIL 2SCAM N.T.S. MICROWAVE DISH ND. 1 - 125' AFG 12&70' 2 ANTENNA ORIENTATION PLAN A3 SME N.T.S. ST. LUCIE COUNTY - LANDFILL 6122 GLADES CUT OFF ROAD FORT PIERCE, FL 34981 •� AMEC FOSTER WHEELER ENVIRONMENT AND amec INFRASTRUCTURE, INC. 1075 DIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 wheeler PHONE: V70) 421-3400 FAX: (770) 421-3486 ND. I DATE I REVISION 1 * 'OON:779 p STATE OF A3 ANTENNA/MICROWAVE ORIENTATION AND MOUNTING DETAILS t 1. THE STRUCTURE IS DESIGNED TO BE STABLE AFTER THE CONSTRUCTION IS FULLY COMPLETED. THE INSTALLATION CREW MUST FOLLOW APPROVED ERECTIONS PROCEDURES IN ORDER TO ENSURE THE SAFETY OF THE CONSTRUCTION AND ITS PARTS DURING ERECTION. 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE FLORIDA BUILDING CODE, 5TH EDITION (2014) AND ALL LOCAL GOVERNING CODES. ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE PROCEEDING WITH ORDERING OF ANY MATERIAL, FABRICATION AND INSTALLATION OF ANY MATERIALS. NO EXTRA CHARGE/COMPENSATION WILL BE ALLOWED DUE TO DIFFERENCES BETWEEN THE ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCIES SHOULD IMMEDIATELY BE FORWARDED TO THE OWNER/CUE4T AND ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 4. ANY SUBSTITUTIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL SUBSRRITONS SHALL BE SUBMITTED TO THE ENGINEER OR RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 1. THE TOWER DESIGN COMPLIES WITH THE TIA/EM-222-G CODE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 5TH EDITION (2014), THE TOWER WAS DESIGNED FOR: • AN ULTIMATE WIND SPEED OF 170 MPH • EXPOSURE CATEGORY B • STRUCTURAL CLASS III FIELD ERECTM 1. THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE TOWER MODIFICATION UST IS ONLY AN ILLUSTRATED SEQUENCE 2. REQUIRED MODIFICATIONS ARE TO BE COMPLETED IN CALM WEATHER WHEN THE WIND VELOCITY IS LESS THAN 15 MPH AT GROUND ELEVATION. 3. PRECAUTIONS AND EFFORT SHALL BE TAKEN TO ENSURE TOWER STABILITY DURING ERECTION. THIS WILL INCLUDE BUT IS NOT UMTED TO THE PROVISION OF TEMPORARY SUPPORTS TO THE TOWER WHEN REPLACING PRIMARY STRUCTURAL ENTITIES SUCH AS DIAGONALS, HORIZONTALS ETC. 4. ANY DAMAGE TO GALVANIZING SHALL BE CLEANED AND RE -COATED WITH ZINC RICH PAINT IN ACCORDANCE ASTM 123 AND THE MANUFACTURER'S SPECIFICATION. 5. CONTRACTOR SHALL TAKE THE NECESSARY ERECTION PRECAUTIONS WTHIN THE VICINITY OF ANY TELEPHONE/POWER UNES. 6. IT IS THE ERECTORS RESPONSIBILITY TO ENSURE THAT ALL PRACTICES AND PROCEDURES UIIUZED DURING ASSEMBLY AND ERECTION, DOES NOT ENDANGER THE SAFETY OF ANY PERSONNEL OR THE STRUCTURAL INTEGRITY OF THE TOWER INSTALLED. THE INSTALLATION CREW SHALL COMPLY WITH ALL INSTALLATION PROCEDURES, SAFEGUARDS AND MEANS AND METHODS OF CONSRUCTION. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF OSHA AND THE FLORIDA BUILDING CODE (LATEST EDITION). 6. WELDING SHALL BE PERFORMED WITH E70)0( ELECTRODES IN ACCORDANCE WITH AWS CODES AND INSPECTED BY AN AWS CERRRED WELDING INSPECTOR. USE 3/1C WELDS MINIMUM. 7. UNLESS NOTED OTHERWISE ON THE DRAWINGS, FIELD WELDING IS NOT APPROVED UNLESS PERMITTED BY THE ENGINEER OR RECORD. 8. BASE MATERIAL SHALL BE CORRECTLY PREHEATED BEFORE WELDING AND POST HEATED AFTER WELDING IN ACCORDANCE WITH THE ENGINEERED WELDING PROCEDURE, WHICH MUST BE APPROVED BY THE AWS CERTIFIED WELDING INSPECTOR. 9. THE FINISHED DIAMETER OF BOLT HOLES SHALL NOT BE MORE THAN 1/I6• LARGER THAN THE NOMINAL BOLT DIAMETER UNLESS NOTED OTHERWISE 10.MATERAL MAY BE CUT BY SHEARING, SAWING OR CUTTING WITH A ROUTER OR GAS CUT. MATERIAL GREATER THAN 2• IN THICKNESS SHALL NOT BE SHEARED. 11.CUT EDGES SHALL BE SMOOTH AND FREE FROM EXCESSIVE BURRS AND RAGGED BREAKS. SHEARED EDGES OF THICK PLATES SHALL BE PLANED TO A DEPTH OF 1/4•, RE-ENTRANT EDGES SHALL BE AVOIDED. IF RE-ENTRANT CUTS ARE USED THEY SHALL BE FILLETED BY DRILUNG PRIOR TO CURING. 12.PRIOR TO GALVANIZING ALL FABRICATED STEEL SHALL BE THOROUGHLY SHOP INSPECTED AND QUANTITIES COUNTED. CONTACT INFORMATION: 1. DESIGN ENGINEER : MS. MICHFIIF DANIEL : 770-421-3549 2. ENGINEER OF RECORD : MR. F. DAMD SHNFR : 770-499-6847 7. UPON COMPLETION OF ALL WORK, THE SITE SHALL BE CLEWED OF ALL DEBRIS AS REQUIRED. ANY SURPLUS MATERIALS NOT REMOVED FROM THE SITE SHALL BE NEATLY STORED IN AN AREA DESIGNATED BY THE OWNER'S REPRESENTATIVE. STRUCTURAL STEEL • SEAL 1. ALL STEEL FABRICATIONS AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF St. Lucie Co. FL EIA/TLA-222-G STANDARDS AND THE LATEST EDITION OF THE AISC 'MANUAL OF STEEL CONSTRUCTION*. Date -'ni \U S+ / 2. ALL NEW STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123 STANDARD.. ALL BOLTS ARE A pp e iOV ``� O�'••j IFR Cq A/, �• GALVANIZED IN ACCORDANCE WITH ASTM A153 (HOT DIPPED). 3. THE NIL YIELDPLATES, ANGLES, CHANNELS &RNA MATERIAL SHALL 3 BE AS FOLLOWS: • CONNECTION BOLTS: A325 r J(/E I •.f (,}.-3 Sp TYj l/ I STATE OF 4. ALL BOLTS SHALL BE TIGHTENED USING THE 'TURN -OF -NUT` METHOD AS DESCRIBED IN THE %�lFC� F�GRT�P; �� LATEST EDITION OF THE AISC STANDARD. ` 5. ALL BOLTS AND NUTS MUST BE IN PLACE BEFORE THE PROPOSED LOADS LISTED ON TABLE �Aft/ST/REDL05S' 2.0 ARE INSTALLED. amec foster wheeler N AMEC ENVIRONMENT AND INFRASTUCTURE, INC. 1075 BIG SHANTY RD NW., SURE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 FAX: (770) 421-M6 LANDFILL 6122 GLADES CUTOFF RD So FORT PIERCE, FL 34981 GENERAL NOTES \PARTIAL TOWER ELEVATION (180'-300') SCALE: N.T.S. SECTION 0-5 5 - 20 20-40 40-60 60-80 80-10D 1 100-120 1 120-140 1 140-160 1 160-160 1 180-200 1 200-220 1 220-240 1 240-260 26D-280 280-300 LEGS SR 2 SR 2 1/4 SR 2 LEG GRADE A572-50 DIAGONALS SR 1 SR 1 1/8 SR 1 SR 1 1/8 DIAGONAL GRADE A35 TOP GIRTS SR 7/9 BOTTOM GIRTS SR 7/8 HORIZONTALS SR 3/4 SEC. HORIZONTALS SR 3/4 FACE WIDTH (FT) 3 PANELS ® (FT) A 4 ®3.54167 86 @ 3.19444 WEIGHT (K) 16.3 0.3 0.7 1.0 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.1 1.2 1.0 1.0 1 1.8 1.0 rn�� nimn nvmuniui m ni inn wr yr me au TABLE 2.0: TOWER LOADING SCHEDULE EXISTING EQUIPMENT MOUNTED ON THE TOWER OTY DESCRIPTION FEEDUNE ELEVATION (AGL) 1 LIGHTNING ROD N/A 3D0'-O' 1 BEACON 5/8, 300'-0' 2 BIRD TECHNOLOGY: 101-833-0-09-03 ANTENNA MOUNTED ON 6'STANDOFF MOUNT2 7/8'+ H' + 1 X 297' 0' 1 TWELVE (12) FOOT X 3-DIAM. OMNI MOUNTED ON WSTANDOFF MOUNT, 1 x" 282'-0' 4 ANTEL: BCD 80010 ANTENNA MOUNTED ON 6'STANDOFF MOUNT (4) 1-5/8' 277'-6' 1 SIXTEEN (15) ELEMENT X EIGHTEEN (18) FOOT DIPOLE MOUNTED ON 3-2- STANDOFF MOUNT 7/B• 275'-0' 1 ANTEL' BCD 80010 ANTENNA MOUNTED ON 6'STANDOFF MOUNT 3/8 + �9 + 253'-0' 2 SIDELIGHTS 9/16' 143-6' 1 THREE (3) FOOT X 2'-3-GRID DISH ATTACHED TO TOWER LEG (2) N' 1061-0' PROPOSED EQUIPMENT. PROVIDED BY MOTOROLA OTY DESCRIPTION RECLINE ELEVATION (AGL) 1 PAR6-59W DISH MOUNTED ON STANDARD PIPE MOUNT EW63 125'-0' 1 PAR6-59W DISH MOUNTED ON STANDARD PIPE MOUNT EW63 105'-0' LOADING NOTES: 1. ELEVATIONS REFERENCE CENTERUNE OF PANEL, YAGI, AND DISH ANTENNAS, AND BASE OF WHIP ANTENNAS IN RELATION TO THE BASE OF THE TOWER. 2 THIS LOAD ALONG WITH ITS ASSOCIATED MOUNT AND FEEDUNE IS SCHEDULED TO BE REMOVED FROM THE TOWER, HENCE, THIS LOAD WAS NOT CONSIDERED IN THIS ANALYSIS. amec foster wheeler AMEC ENVIRONMENT AND INFRASTUCTURE, INC. 1075 BIG SHANTY RD NW., SURE 100 KENNESAW, CIA 30144 PHONE: (770) 421-3400 FAX: (770) 421-3466 TABLE 3.0: SCOPE OF WORK ITEM DESCRIPTION Ott. 0 INSTALL L114x13'yY, DIAGONAL MEMBERS BETWEEN 9 PIECES ® 34'-O' EACH ELEVATIONS 263'-4' TO 273'-4' AGL. TOTAL LENGTH = t36'-O' 20 INSTALL L1%xlY,rYe HORIZONTAL BRACING AT ELEVATIONS 6 PIECES ® 24'-O' EACH 266'-8' AGL AND 270'-0' AGL TOTAL LENGTH = 324'-0' TABLE 3.0 NOTES- 1. THE LENGTHS OF HORIZTONAL.S MAY BE DETERMINED USING TOWER FACE WIDTH LISTED ON TABLE 1.0. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. 2. REFERENCE S2 FOR CONNECTION DETAILS 3. FIELD MEASURE VERIFICATION REQUIRED PRIOR TO FABRICATION OF RETROFIT REMS LANDFILL 6122 GLADES CUTOFF RD FORT PIERCE, FL 34981 �w1D STATE OF ORM .• S1 RETROFIT ELEVATION INSTALL W 0 U-BOLTS w/ WASHER AND LOCK NUTS AT PROPOSED DIAGONALS (TYP) PROPOSED DIAGONALS. REF TABLE-3.0 SHEET S1. W DIA. U-BOLTS EXISTING GUY WIRE I v/ u EXISTING SR. HORIZONTAL 2 i EXISTING TOWER LEG � 1 K_11PLAN AT PROPOSED RETROFITS -Z:-/ .S EXISHNG HORIZONTAL ��\ _— / n \-^ V NOTCH PLATE TO ALLOW FOR INSTAWNG U-BOLT i MP.) 14 PROPOSED Y," TAB P 0 BOLT W/ NUTS, WASHERS, ETC. PROPOSED DLAG, 1" MI . REF TABLE 3.0 SHEET S1 3' I N.T.S. EXISTING TORQUE ARM EXISTING TORQUE ARM GUSSET PLATE PROPOSED HORIZ. ON ADJACENT TOWER FACE h* 0 U-BOLTS PROPOSED HORIZ. REF TABLE 3.0 SHEET S1 TOWER LEG NOTE: FIELD VERIFY DIMENSIONS PRIOR TO WELDING ON GROUND LEVEL amec foster wheeler CPO AMEC ENVIRONMENT AND INFRASTUCTURE, INC. 1075 BIG SHANTY RD NW., SURE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 FAX: (770) 421-W6 \ EXISRNG TORQUE ARM GUSSET PLATE IXISRNG TORQUE ARM \ - EXISTING DIAGONALS BEYOND EXISTING HORIZONTAL i 0 U-BOLT r' \� s PROPOSED L1Y4x1i'4YY4 BRACE 5/8' 0 BOLTS w/ NUTS, WASHERS ETC. SECTION 'A -A' (2�LEVATION ® PROPOSED RETROFIT S2 N.T.S. •fig• Ta YP) WT3z10 TOWER LEG EXISTING DIAGONAL 3/8' 0 U-BOLT IN STD. HOLES z EXISTING DIAGONAL PROPOSED DIAGONAL WT3z10 4 SECTION DETAIL S2 N.T.S. '.mg S{YjGk' DIA. U-BOLTS TOTAL AT = <( �•;, LOCATIONS �_ No.1a390��JJ'1S STATE �• FCORI�P.••F��:� ii COCi •.. '•�'� �,,TfREDLEN;', % LANDFILL 6122 GLADES CUTOFF RD FORT PIERCE, FL 34981 S2 RETROFIT DETAILS VAS- vo rn a G i1 G Z Ice F� o_