Loading...
HomeMy WebLinkAboutPROJECT INFORMATION 1607-0157It SITE VICINITY MAP LOCAL MAP SCANNED BY cF A "?de Calm I.L\ MOD, *Voa&AA SOLUTIONS PROJECT CONTACTS: PROJECT MANAGER: JEFF KARBONIK MOTOROLA (954) 4 4-5383 CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 LAT: 270 12' 26.76" N LONG: 800 31' 59.20" W PROPOSED 250' GUYED TOWER SITE USE: UNMANNED TELECOMMUNICATIONS RElAY-EOUIPMEW-IN A-PROPOSED-UNMANNED-FACILIiY.- N OTES: CONTRACTOR SHALL NOTIFY OWNER FOR ACCESS TO SITE CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME INDEX OF DRAWINGS SE �Lueitl� C�/t 1111` C�.m T1 COVER SHEET T2 GENERAL NOTES T3 GENERAL NOTES SR1 TOPOGRAPHIC SURVEY SR2 BOUNDARY AND LOCATION SURVEY C1 SITE LAYOUT PLAN C2 TOWER ELEVATION C3 FOUNDATION DETAILS C3A-FOUNDATION-DETAILS C4 ICE BRIDGE DETAILS C5 EROSION CONTROL DETAILS C6 GRADING AND EROSION CONTROL PLAN 3 C7 FENCE DETAILS CS GUY ANCHOR FENCE DETAIL C9 SITE DETAILS Al ANTENNA COMPONENT DETAILS A2 NOT USED A3 ANTENNA/MICROWAVE ORIENTATION AND MOUNTING DETAIL E1 ELECTRICAL SITE PLAN E2 GROUNDING PLAN E3 GROUNDING DETAILS E4 GROUNDING DETAILS E5 GROUNDING DETAILS E6 ELECTRICAL SINGLE LINE DIAGRAM E7 GUY ANCHOR GROUNDING DETAILS P1 PIPING SCHEMATIC DATE- 711! ELEC: DATE: PLUMB: DATE- MMECH: � c0cov E SEP 1 6 AECp D MOTOROLA SOLUTIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 PHONE: (954) 723-5000 ST. LUCIE COUNTY - CITY WEST RANGE LINE ROAD PORT ST. LUCIE, FL 34952 r: AMEC FOSTER WHEELER Elm ENVIRONMENT AND INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, foster SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 wheeler FAX: (770) 421-3486 I NO. I DATE I REVISION 1 SEAL `eeeeee\\% ttoti�s's���si F ? 0.193, - � S� STATE OF "Itf-INly, ON ON ttnnnuU G)-g-16 SHEET NO. & NAME T1 COVER SHEET GENERAL REQUIREMENTS 1. GENERAL 1.1. SUMMARY OF WORK A. THE WORK SHAM CONSIST OF, BUT NOT BE LIMITED M. THE INSTILLATION OF SHELTER, GENERATOR, LP TANK, ANTENNAS AND LINES, GROUNDING, ELECTRICAL WORK, ETC., ASSOCIATED WITH THE MOTOROLA EQUIPMENT AS INDICATED ON DRAWINGS AND AS SPECIFIED HEREIN. CONTRACTOR SHALL SUPPLY ALL PERMANENT MATERIALS/EQUIPMENT REQUIRED AND ALL LABOR, EQUIPMENT, TOOLS, UTILITIES, MINOR HARDWARE/MATERIALS, TRANSPORTATION AND FACILITIES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF SERVICES AND INSTALL WORK, WHETHER TEMPORARY OR PERMANENT CONTRACTOR SHALL BE OBLIGATED TO PERFORM ALL THE WORK OUTLINED IN THESE DRAWINGS IN ACCORDANCE WITH THE CONTRACT AGREEMENT, FEDERAL REGULATIONS, STATE REQUIREMENT'S, LOCAL. CODES, COMMERCIAL/INOUSTRY STANDARDS, DETAILED SCOPE OF WORK AND THE DOCUMENTS IDENTIFIED BELOW. IN CASE OF A CONFLICT BETWEEN THE ABOVE LISTED DOCUMENTS REGARDING STANDARDS OF WORK, THE MORE STRINGENT CRITERIA SHALL APPLY. ANY ADDITIONAL COSTS OR DELAYS RESULTING FROM CORRECTION OF THE WORK TO COMPLY WITH THE ABOVE REQUIREMENT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.2. SITE VISIT CONTRACTOR SHALL VISIT THE SiTE AND FAMILIARQE ITSELF WITH THE SCOPE OF WORK REQUIRED PER THE DRAWINGS AND ALL LOCAL CONDITIONS AND LAWS AND REGULATIONS THAT MAY IN ANY MANNER AFFECT THE PRICE, PROGRESS AND PERFORMANCE OF WORK, INCLUDING ANY COSTS ASSOCIATED WiTH R. THE CONTRACTOR SHALL ALSO VERIFY THAT THE PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND NOTIFY THE MOTOROLA REPRESENTATIVE OF ANY DISCREPANCIES OR INTERFERENCES WHICH AFFECT THE WORK OF THIS CONTRACT. 1.3. STANDARDS AND CODES THE FOLLOWING DOCUMENTS (LATEST REVISION) SHALL BE CONSIDERED TO BE SPECIFICATION AND ARE INCORPORATED HEREIN BY REFERENCE IN THE EVENT OF CONFLICT BETWEEN THE REQUIREMENTS OF THIS SPECIFICATION AND THE REQUIREMENTS OF THE REFERENCED DOCUMENTS, THE STRICTER SPECIFICATION SHALL GOVERN. WHERE PROVISIONS OF THE CODES AND STANDARDS ARE IN CONFLICT WITH THE BUILDING CODE IN FORCE FOR THIS PROJECT, THE BUILDING CODE SHALL GOVERN. A AMERICAN CONCRETE INSTITUTE • ACI 301 - 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'. • ACI 305 'HOT WEATHER CONCRETING'. • ACI 306 'COLD WEATHER CONCRETING'. • ACI 318 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' • ACI 614 'RECOMMENDED PRACTICE FOR MEASURING, MIXING AND PLACING CONCRETE'. • ACI 311 'RECOMMENDED PRACTICE FOR CONCRETE INSPECTION'. • ACI 315 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES'. • ACI 613 'RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR CONCRETE'. B. AMERICAN NATIONAL STANDARDS INSTITUTE: • ANSI Z359 REQUIREMENTS FOR PERSONAL FALL ARREST SYSTEMS, SUBSYMEMS AND COMPONENTS • ANSI Z87.1 OCCUPATIONAL AND EDUCATIONAL EYE AND FACE PROTECTION • ANSI ZB9.1 PROTECTIVE HEADWEAR FOR INDUSTRIAL WORKERS -REQUIREMENTS • ANSI/IEEE C95.1 SAFETY LEVELS WiTH RESPECT TO HUMAN EXPDSURE TO RADIO FREQUENCY ENERGY • msiA /ETA STANDARD 222. STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES. C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION' • AISC MANUAL OF THE AMEiRICAN INSTITUTE OF STEEL CONSTRUCTION: LATEST EDITION D. AMERICAN SOCIETY FOR TESTING AND MATERWS: • ASTM A615 - 'SPECIFICATION FOR DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT'. • ASTM C94-80 - 'SPECIFICATION FOR READY -MIX CONCRETE•. • ASTM C39-77 - 'SPECIFICATION FOR TEST FOR COMPREHENSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMEN'. • ASTM C33 - 'SPECIFICATION FOR CONCRETE AGGREGATES'. • ASTIA C150 - 'SPECIFICATION FOR PORTAND CEMENT'. • ASTM C172 - 'SAMPLING FRESH CONCRETE'. • ASTM C143 - 'SLUMP OF PORTIAND CEMENT CONCRETE'. • ASTM D698-91 - 'TEST METHOD FOR LABORATORY COMPACTION CHARACTERISTICS OF SOIL USING STANDARD EFFORT'. * ASTM D1556-64 - *DENSITY OF SOIL IN PLACE BY THE SAND -CONE METHOD'. • ASTM D1557 - 'TEST FOR MOISTURE -UNIT WEIGHT RELATIONS OF SOILS AND SOIL -AGGREGATE MIXTURES USING 10-LB. HAMMER AND 18-IN. DROP', (PROCEDURE C) • ASITN D2487 - 'STANDARD CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOIL CLASSIFICATION SYSTEM)' • ASTM B2922 - *DENSITY OF SOIL AND SOIL AGGREGATE IN PLACE BY NUCLEAR METHODS SHALLOW DEPTH'. • ASTM D2940 - 'STANDARD SPECIFICATION FOR GRADED AGGREGATE MATERIAL FOR BASES OR SUB -BASES FOR HIGHWAYS OR AIRPORTS' E. AMERICAN WELDING SOCIETY: • AWS D12.1 - 'RECOMMENDED PRACTICES FOR WELDING REINFORCING SiE:L. METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION'. F. CONCRETE REINFORCING STEEL INSTITUTE: • 'MANUAL OF STANDARD PRACTICE' G. FEDERAL. AVIATION ADMINISTRATION: • ARTMENT OF TRANSPORTATION FEDERAL AVIATION ADIAINISTRATI N AM— RCU H. FEDERAL COMMUNICATIONS COMMISSION: • FEDERAL COMMUNICATIONS COMMISSION - RULES AND REGULATIONS PART 17: CONSTRUCTION, MARKING AND LIGHTING OF ANTENNA STRUCTURES . CD PAINTING COUNCIL- • SSPC-SP-11-� SPECIFICATION FOR PAINTING STEEL STRUCTURES. W40YOROLA SOLUTIONS J. MOTOROLA R56 STANDARDS AND GUIDELINES FOR COMMUNICATIONS STI13 (B VERSION 2005). K. MOTOROU'S CIVIL WORKS BID SPECIFICATIONS 8000 W. SUNRISE BLVD PLANTATION, FL 33322 L NATIONAL. FIRE PROTECTION ASSOCIATION: • NFPA 1 - FIRE PREVENTION CODE PHONE: (954) 723-5000 • NFPA 70 - NATIONAL ELECTRICAL CODE • NFPA 101 - LIFE SAFETY CODE • NFPA Teo - STAANNDA�RD FOR THE INSTALLATION OF LIGHTNING PROTECTION SY� SYSTEMS POWER ST. LUCIE COUNTY - M. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION: CITY WEST. - OSHA 1926 RANGE LINE ROAD • OSHA DIRECTIVES CPL 2-1.29 - INTERIM INSPECTION PROCEDURES DURING COMMUNICATION TOWER CONSTRUCTION ACTIVITIES. PORT ST. LUCIE, FL 34952 N. LOCAL BUILDING CODES • 2014 FLORIDA BUILDING CODE (5TH EDITION) AMEC PROJECT N0: 6166-16-0015.100 • 2011 NEC DRAWN: C.F. SANDERS CHECKED: J. GILMER • ASHRAE 9D-1-2004 _ _- -••_-- _-- - 1.4. NOTICE TO PROCEED WHEN THE SITE IS READY FOR INSTALLATION, MOTOROLA SHALL ISSUE A NOTICE TO PROCEED TO THE CONTRACTOR. UPON RECEIPT OF THE NOTICE OF PROCEED. THE CONTRACTOR SHALL SUBMIT TO M01DROLA A SCHEDULE REFLECTING THE WORK PLAN. THE CONTRACTOR SHALL ADVISE THE MOTOROLA REPRESENTATIVE IMMEDIATELY OF ANY SCHEDULE CHANGES. THE CONTRACTOR SHALL ADJUST HIS WORK, AS REQUIRED, TO COORDINATE WITH THE MOTOROLA INSTALLATION TEAM IF THE SCHEDULES OVERLAP. "' • AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. amec a'.=: 1075 BIG SHANTY ROAD, 15 MOTOROLA REPRESENTATIVE SUITE 100 foster KENNESAW, GA30144 MOTOROLA SHALL DESIGNATE A REPRESENTATIVE THIS PERSON IS THE ONLY CONTACT POINT AUTHORIZED TO MAKE ANY CHANGES TO THE CONTRACT PHONE: (770) 421-3400 PROVISIONS OR THE PLANS AND SPECIFICATIONS. ANY CHANGES MADE BY THE CONTRACTOR ARE AT THE CONTRACTOR'S RESPONSIBILITY AND RISK. wheeler FAX: (770) 421-3486 1.6. CONTRACTORS FIELD REPRESENTATIVE NO. DATE REVISION CONTRACTOR SHALL ASSIGN A FIELD REPRESENTATIVE WHO IS FAMILIAR WiTH THESE SPECIFICATiONS AND WILL REPRESENT THE CONTRACTOR AND HAVE THE AUTHORITY TO ACT FOR THE CONTRACTOR AND SUPERVISE ALL CONSTRUCTION ACiMTIES. THE FIELD REPRESENTATIVE SHALL BE AVAILABLE WHEN CONSTRUCTION ACTMTiES BEGIN. THE FIELD REPRESENTATIVE SH LL BE THE PRIMARY POINT OF CONTACT FOR M07BROLA DURING THE CONSTRUCTION PHASE OF THE WORK. 1.7. PROJECT MEETINGS ,/1 �1 — _ — / 9 \ A PRELIMINARY CONSTRUCTION DRAWINGS 0 I ISSUED FOR CONSTRUCTION 1 REVISED PER COMMENTS 2 REVISED PER REVIEW COMMENTS me WNIKAt;wK bhALL WNUUcI-Int INIIIAL(NKL-CUNSiNUCHON)-MEEIING_(INCLUDING_ALL SUB -CONTRACTORS) WiTH THE M01DROLA REPRESENTATIVE AND REPRESENTATION FROM THE CiTY OF PORT ST. LUCIE WITHIN TWO WEEKS AFTER AWARD OF THE CONTRACT -SUBSEQUENTLY THE-CONTRAGTOR -- SHALL PROVIDE PROGRESS SCHEDULE UPDATES TO M01DROLA ON A WEEKLY BASIS. — 1.8. MATERIALS - — - �-' — L, __� J` i — — - CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE SYSTEMS INCLUDING: ALL PARTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, SEAL ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO MOTOROLAS ACCEPTANCE MATERIALS AND WORKMANSHIP SHUT BE THE BEST OF THEIR RESPECTIVE KINDS (AS DEFINED BY INDUSTRY STANDARDS), FREE OF DEFECTS AND ALL MATERIALS SHALL AND UNUSED �������• ��•���/// BE.NE9 IN ALA. CASES, UNLESS OTHERWISE SPECIFIED. WHERE THE NAME OF A CONCERN OR MANUFACTURER IS MENTIONED ON DRAWINGS OR IN SPECIFICATIONS IN REFERENCE TO A REQUIRED SERVICE OR PRODUCT, AND NO QUALIFICATIONS OR SPECIFICATION OF SUCH IS INCLUDED, THEN THE MATERIAL SPECIFICATIONS, DETAILS OF MANUFACTURE, FINISH, ETC., SHALL BE IN ACCORDANCE WiTH MANUFACTURER'S �`♦ Q.••��..""""'•••.•,• �•.•` E IVS, '•,��� i STANDARD PRACTICE, DIRECTION OR SPECIFICATIONS. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO THE ` �\C MANUFACTURER'S / VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE $ . 1.9. VERIFICATION OF EXISTING CONDITIONS ? � ? BEFORE STARTING ANY OPERATION, THE CONTRACTOR SHALL EXAMINE EXISTING WORK, OR WORK PERFORMED BY OTHERS, TO WHICH iTS WORK IS TO ADJOIN OR BE APPLIED, AND SHALL REPORT TO MOTOROLA PROJECT' MANAGER ANY CONDITIONS THAT WILL PREVENT SATISFACTORY ACCOMPLISHMENT OF _ STATE OF ' 0 �(/ HIS WORK. PRIOR TO COMMENCING ANY EXCAVATION OR GRADING, THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE ACCURACY OF ALL SURVEY •� �•• AL �(/ �� %,,•ORID P •` DATA AS INDICATED IN THE PLANS AND SPECIFICATIONS AND/OR AS PROVIDED BY MOTOROLA, SHOULD THE CONTRACTOR DISCOVER ANY INACCURACIES, OR OMISSIONS IN THE NOTIFY THE MOTOROLA PER ADJUSTMENTS DATA, HE SHALL JTHIMOTOROLA IN ORDER THAT RPRIOR 4/////S�o•••n'L CAN BEEMORS, ANTICI ANTICIPATED AND ORDEREDDFAILUREE TO NOTIFY REPRESENTATIVE OF ``G'�``♦♦♦� DEFICIATELY ENCIES, ERRORS OR FAULTSATIVE TO COMMENCEMENT OF WORK SHALL CONSTITUTE ACCEPTANCE THEREOF AND WAIVER OF ANY CLAIMS OF UNSUITABILITY, ERRORS, OMISSIONS OR 4g7��„�ALL1�a�_``%� S _ I6 DEP - 0 RY CI TAR, AC 70/7460-1G: OBSTRUCTION MARKING AND LIGHTING. THE CONTRACTOR SHALL MAKE NECESSARi' PROVISIONS TO PROTECT EXISTING IMPROVEMENi% EASEMENTS, ETC. DURING CONSTRUCTION. UPON SHEET NO. & NAME • DEPARTMENT OF TRANSPORTATION - FEDERAL AVIATION ADMINISTRATION ADVISORY CIRCULAR, 15D-5345-43, FWDOD SPECIFICATION L-856: HIGH COMPLETION OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. INTENSITY OBSTRUCTION LIGHTING SYSTEMS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PRESERVING ALL ESTABLISHED SURVEY CONTROL POINTS. IF THE CONTRACTOR OR ANY OF HIS SUB -CONTRACTORS MOVE OR DESTROY ANT' SURVEY CONTROL POINTS, THE COST INCURRED BY THE LAND OWNER OR M010ROLA TO RE-ESTABLISH THEM WILL BE BORNE BY THE CONTRACTOR. COY GENERAL NOTES r a 0 0 0 SUR VEYOR'S NO TES I N/F TOPOGRAPHIC SURVEY CITY OF PORT ST LUCIE I PART OF SE 1/4 OF SE 1/4 PID: 4233-111-0001-000-6 SURVEYOR'S CERTIFICATION EXTENDS ONLY TO THE TOPOGRAPHIC ASPECTS. DB 3639 PG 2060 HWY 7 6 TOPOGRAPHIC SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS NOT TO BE RECORDED OR USED TO CONVEY PROPERTY. DATE OF FIELD SURVEY h j �I c S I TE UNNAMED 01-12-16. CONTOUR INTERNAL IS 1-FOOT. II f DATUM HORIZONTALNAD83 (2011) ESTABLISHED BY GPS OBSERVATIONS VERTICAL• NAVD88 ESTABLISHED BY GPS OBSERVATION w 1 N r N X 1 I� { z " 1-95 MEASUREMENTS: U.S. SURVEY FEET EQUIPMENT STATEMENT O o I I ! I �I G �I\ II I I �I t-I I I II UNNAMED I I I, SW BECKER RD CONVENTIONAL MEASUREMENTS OBTAINED WiTH A TOPCON GPi-300 TOTAL STATION. Q I i li; — ! I ,r' I I DIRT RD GPS POSITIONS OBTAINED WITH TOPCON HIPER XT GPS RECEIVERS (SERIAL 362-0107 & 362-0054). I o I i I I I TITLE THIS PROPERTY MAY BE SUBJECT TO EASEMENTS, RESERVATIONS, RIGHTS OF WAY II I I ( I ` �I I 1' 1 N `IJ SW MARTIN HWY OR ANY SIMILAR MATTERS THAT WOULD BE DISCLOSED BY A TITLE SEARCH. I� I. I ` ? + i THEREFORE EXCEPTION IS TAKEN TO ALL MATTERS OF TITLE ROOD ZONE I I II _ l ( I I I i I 1 I I L O CA I i Tl ON MAP BASED ON GRAPHICAL INTERPRETATION THIS PROPERTY IS SITUATED ON A MAP Ii I!I i ( I NOT TO SCALE PRINTED BY FEMA, BUT DEPICTED ON THE NFIP ROOD INSURANCE J I I THAT IS NOT RATE MAP NO. 12111CO375J, HAVING AN UNKNOWN EFFECTIVE DATE. USER OF N/F Z l+ vNt LEGEND THIS INFORMATION IS CAUTIONED THAT A MORE PRECISE FLOOD DELINEATION MAY CITY OF PORT ST LUCIE N I i BE NECESSARY. PID: 4215-333-0001-000-2 LO I :. ( + ! i N ` N DB 3639 PG 2060 UTILITIES I I I SYMBOLS SURFACE AND SUB -SURFACE UTILITIES SHOWN HEREON ARE BASED UPON - z ' I I a I� I I I o- I POWER POLE SURFACE OBSERVATIONS AND PUBLIC RECORDS. AMEC E&I, INC. (AMEC) PROVIDES THIS SERVICE IN AN EFFORT TO REDUCE RISK. HOWEVER, DUE TO THE NATURE OF av I 1 ; N, I' !k i ! ! �O 1 I Q MONUMENT FOUND (DESC) THIS TYPE OF WORK AMEC CANNOT GUARANTEE ABSOLUTE ACCURACY OR THAT w i 10 QO ( • I MONUMENT SET (DESC) THERE ARE NO OMISSIONS IN LOCATING UNDERGROUND UTILITIES. THEREFORE AMEC jl o ! II N N SITE BENCHMARK DISCLAIMS ALL LIABILITY FOR ANY DAMAGES BASED ON UTILITY INFORMATION PROVIDED BY THIS SURVEY. USER OF THIS INFORMATION ASSUMES ALL RISK AND NOTICE IS HEREBY GNU THAT 'KNOW WHAT'S BELOW - CALL BEFORE YOU DIG' �) iI !' I �O Q I 1 ( I LINE TYPES UTILITY LOCATION SERVICE (811) IS TO BE NOTIFIED PRIOR TO ANY EXCAVATION OF -939— — EXISTING CONTOUR THE SiTE AS REQUIRED BY LAW. I �i ` ( U i I i 1 X FENCE (TYPE) STREAMS. BODIES OF WATER. & WETLANDS' ALL STREAMS, BODIES OF WATER, AND WETLANDS MAY BE SUBJECT TO STATE, ' x ! I I PROPERTY / RIGHT-OF-WAY LINE COUNTY, AND LOCAL BUFFERS OR RESTRICTIONS. SURVEYOR MAKES NO (I I; 0 ;� I 0 E — — OVERHEAD POWER INTERPRETATION REGARDING THESE BUFFERS OR RESTRICTIONS. USER OF THIS SURVEY -IS CAUTIONED TO CONSULT WiTH THE APPROPRIATE GOVERNING AUTHORITIES CONCERNING POSSIBLE BUFFERS OR RESTRICTIONS. (PROPOSED) !. I I ABBREVIATIONS DRAWING PRESENTATION AT DB DEED BOOK FOR DRAWING CLARITY SOME OBJECTS OR SYMBOLS MAY NOT BE DRAWN ACTUAL SCALE. THIS SHOULD BE TAKEN INTO CONSIDERATION WHEN OBTAINING SCALED DATA OR IN UTILIZING THE CAD FILE THIS DRAWING ORIGINATED FROM FOR 1 ; ` h \� cV �h I 1 i ! v i! l 11 i \ II 1 R ( �p j i I N/F O { 1 'o f I ! PB NOW OR FORMERLY PLAT BOOK DESIGN PURPOSES. w CERTIFICATION z !, o ` \ \ `� ✓ .) 11'I f ij: 5 �2 ON� I. PG I , �� ! I C 1 PAGE THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE FOR THE CLIENT NAMED oN HEREON AND REPRESENTS A SPECIFIC SCOPE OF SERVICES. ANY USE. BY THIRD PARTIES IS AT THEIR OWN RISK. N CONCRETE 25 �_ ` %% l S,� — V 60D NAIL - �- EL: 26.40' DOUG USE, R PSM 6818 •',tip- `'''�• ;> �L w 2}Z AFW MONUMENT -� —_ i APPROXIMATE� �DIR (CANAL R/W)� o Of No. 4 REBAR � PROPOSED GUY TOWER CD EL: 28.4' x (@ Fo LAT: N 27° 12' 26.76" LONG: W �i 900 0 100 200 WiRF) _ ELEV:25' LCOPY SCALE IN FEET: 1"=100' /a CANAL C-23 . NOT VAUD SECTION 33, TOWNSHIP 37S, RANGE 38E, ST. LUCIE CO., FLORIDA WITHOUT SEAL AND' ORIGINAL SIGNATURE FOR THE FIRM AMEC FOSTER WHEELER NO. DATE REVISION amec f{ OS Ler Wheeler AMECFOSTERWHEELERENVIRONMENT AND INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, SUITE 100 KENNESAW, GA 30144 PHONE: (770) 421-3400 FAX: (770) 421-3486 ® MOTO/ROLA SOLUTIONS 8000 WEST SUNRISE BLVD. PLANTATION, FLORIDA33322 PHONE: (954) 723-5000 CITY WEST- ST. LUCIE COUNTY FLORIDA RANGE LINE RD PORT ST LUCIE, FL 34984 i I SRC SITE TOPOGRAPHIC SURVEY S I R\ �7U V i 1 09 O6 16 CHANGED TOWER LOCATION 2 09/08/16 ROTATED PROPOSED TOWER PER DESIGN - AMEC PROJECT NO: 6166-16-0016.100.04 I DRAWN BY: B. MITCHELL CHECKED BY: K. FULLERTON . SANDERS APPROVED BY: D. SHIVER DATE 02 02 16 > I I I . I SOLUTIONS 8000 W. SUNRISE BLVD I I I 2 PLANTATION, -FL 33322 I') PHONE: (954) 723-5000 PROPOSED FEN I ' ST. LUCIE COUNTY - II GUYED ANCHOR CITY WEST I j (TYPIrAL 0 3)4 RANGE LINE ROAD �) PORT ST. LUCIE, FL 34952 ROPOSED 70KW GL AMEC PROJECT NO: 6166-16-0015.10D PROPOSED DRAWN: CHECKED: GENERATOR TOP I LP TANK ON 500 SLAB APPROVED: I DATE: 02 23 16 i F LAB ELEV. 25S TOP OF SLAB REV. 25 ' i IPROPOSED 11'-8' X 24'-0* AMEC FOSTER WHEELER OT ROLA EQUIPMENT d1 N r� ENVIRONMENTAND EL TOP OF SLAB I M d1 1 1. LENGTH OF ANCHOR BLOCK ENCLOSURE amen INFRASTRUCTURE, INC. ELEVATION 25.0 Sd TO BE DETERMINED BY TOWER DESIGN. 1o7s BIG SHANTY ROAD, CONTRACTOR TO SEE SHEET C8 AND TOWER SUITE 100 2 DRAWINGS FOR DETAILS. • foster KENNESAW, GA 30144 PRQ ACCESS ROAD I I PHONE: (770) 421-3400 r? >a MY V LONG I x =x PROPOSED NO 2 ALL TREES ROOTS. BRUSH, AND ORGANIC wheeler FAX:(770)421-3486 1 I , GUYED TO I MATTER (TOP SOIL) SHALL BE STRIPPED FROM LAT. N27 2' 6.7V CONSTRUCTION AND ROADWAY AREAS. I , I I i� + LONG: NO. DATE REVISION I 31 59.20 x I 3. ALL EXISTING SWALES IN CONSTRUCTION A 05 23 16 PRELIMINARY CONSTRUCTION DRAWING' I AREA SHALL BE FILLED WITH COMPACTED SOIL x i 10 ` 0 06 22 16 ISSUED FOR CONSTRUCTION I I TO REACH FINISHED GRADE 1 M REVISED PER COMMENTS 2 ROTATED GUY ANCHOR POINTS x 3 REVISED PER REVIEW COMMENTS PROPOSED � I � GRAVEL 12- WDE- ' - - - - -�— - - - - -- GATE i� f I TOP OF COMP FILL F py TOP OF SLAB RU ED NE ELEV. . ' Id l I PROPOSED (< ._ G' ' SEAL II COMPOUND EDs�e�unnnrrrrrri� �,,,,•a�` cIS D. (�('��zz F I =� N , \ EXISTING IRRIGATION CANAL 2 ? EXISTING ACCESS ROAD Sd 1 Sd 1 I = STATE OF i ARID Gs� EfOSTING CANAL •,,�ONA�`..11`„Gv� J , d SHEET NO. & NAME J = a - -E - - - - - - - - - E - -�a- - E - d«E= ��--_ '_ E LEGEND C6 M ' GRADING AND EROSION 'CONTROL PLAN SEDIMENT BARRIER - TO PREVENT SEDIMENT CARRIED BY SHEET 25 GRADING AND EROSION RAW FROM LEAVING SITE AND L]JTFItING NATURAL DRAINAGE WAYS PROPOSED CONTOUR C6 SCALE: -1 »..._- 50'-0'- .. OR ,STORM..DRAINAGE SYSTEMS .: SEE. DETNL.1._SHEET O5.v ....._ :,. _.EXISTING CONTOUR 25 . _ _--., , CONTROL SCALE: 1" = 50' PLAN NOTE: 1. GEOiiXI1LE FABRIC SHALL NOT BE USED ON ROAD SECTIONS WITH STEEP GRADES (>10 X) OR ROCK BASE TO PREVENT SLIPPING OF SURFACE ON STEEP SLOPES, SLOPE STABILIZATION MEASURES SHALL BE USED INSTEAD. i a r3 2. WHERE PERMISSIBLE BY THE LOCAL CODES, AN EPA APPROVED HERBICIDE SFWl BE APPLIED TO ALL AREAS PRIOR TO LAYING DOWN THE GEOTE)MLE FABRIC. THE RATE OF APPLICATION OF THIS HERBICIDE SHALL BE A MINIMUM OF 10 POUNDS OF PRODUCT PER ACRE, UNLESS OTHERWISE REQUIRED BY LOCAL CODES OR UFACTURERS RECOMMENDATIONS. THCHECK THE LOCAL CODES TO APPLYINGGDDEFOLIANT. SUBSTANCE SHALL NOT EEAPPLIED�IFOGROOUND IS FROZEN OR DANGER OOFPRIOR WEED KILLER BEING WASHED BEYOND THE INTENDED AREA. M07"OR0L.4 SOLUTIONS Y 8000 W. SUNRISE BLVD PLANTATION, FL 33322 6' MIN. CRUSHED STONE GEOTD(TILE MATERIAL, MIRAFI 50OX (OR APPROVED EQUAL) 2OX SLOPE 2.OX SLOPE t-0' PHONE: (954) 723 5000 - ST. LUCIE COUNTY - CITY WEST QUNDISTURBED SOIL OR 6' MINIMUM COMPACTED FILL RANGE LINE ROAD PORT ST. LUCIE, FL 34952 AMEC PROJECT NO: 6166-16-0015.100 DRAWN: C.F. SANDERS I CHECKED: J. GILMER APPROVED- F.D. SHIVER I DATE: 02 23 16 1 0 C9 SCALE: N.T.S. AMEC FOSTER WHEELER ENVIRONMENT AND INFRASTRUCTURE, INC. a m e c 1075 BIG SHANTY ROAD, SUITE 100 f Os{ Ler KENNESAW, GA 30144 _ FiLrcCorp%y if PAESS PHONE: (70) 421-3400 wheeler FAX:(770)421-3486 NO. DATE REVISION A 05 23 16 PRELIMINARY CONSTRUCTION DRAWINGS 0 OB 22 16 ISSUED FOR CONSTRUCTION 1 OB 04 16 REVISED PER COMMENTS 2 O8 29 16 ADDED NEW SHEET RM- AGGREGATE IS BASED ON STANDARD ANSI/ASDA D448. 3 09 07 16 REVISED PER RENEW COMMENTS CLASS 4 GEOTEXTILE V MIN. NO. 57 UNCOMPACTED CRUSHED STONE PROOF ROLL do STABILIZE SUBGRADE tY-0' - SLOPE 1/4' PER FT SLOPE 1/4- PER FT COSTING GRADE DOSTING GRADE rr - .i" O".v O.,O" O .� n�p`., C7., 5p., p.. 6r .. V`" 0.""i .✓ O�J CJ . . O �cC O ��O .�c ��:s� � �� � QO' 'fir 3 2:1 SLOPE �o �6' r i o°` r�ccpd \ o r� pc''o/. �r,�� ��c� pip r OHO Rr1R';:'"d'r,.1 'B' I.c. q°n NO. 57 CRUSHED STON NCOMPACTED GEOTEXTILE MATERIAL, MIBAfl J44X (OR APPROVED EQUAL) SEAL \11I111111N1!!// ,`D /I cue > ACCESS ROAD SECTION C9 SCALE N.TS 6G� O°po�n�0�o�e�. PROOF ROLLED SUBGRADE IF''��''ONAL'ENC:��������� : 0 STATE OF a- GRIDP' ••� �►� ��in/�mamll\a\� SHEET NO. & NAME 7 I' 3 SITE C9 SCALE: COMPOUND SURFACING DETAIL N.T.S. C9 SITE DETAILS 250'- 0- -3'-6" T-1 T_240'-0" -3'-6" T-2 220'-0" -T.6" T-3 200'-0" -3'-6" T4 18V-0" -3'-6" T-5 160'-0" -T-6" T-6 14W-0" -T-6" TI-7 120'-0" -3'-6" T-8 100'-0" -T-6" T--9 80'.0" -3'-6" T-10 -3'-6" 239.66' _ 209.94' _ 159.66' 129.80' _ 69.93' SEE PAGE 2 FOR APPURTENANCES T-11 \ 40'-0" -3'-6" T-12 2W-0" -T-6" TI-13 -3'-6- 5'-0" T-14 SEE PAGE 2 FOR ACTUAL GUY ANCHOR DISTANCES #-0'-0" -3'-6" SHEAR 6.4 K AXIAL 204.3 K TORQUE 3.7 kip-ft TOP VIEW *y �* t LADDER FACE NOTE: HORIZONTAL MEMBERS FOR CLIMBING ARE PROVIDED IN ONE FACE ONLY. ASSEMBLE THE SECTION SO THATTHE HORIZONTALS ARE PLACED IN THE SAME FACE IN ORDER TO PROVIDE A CLIMBING FACE THE ENTIRE HEIGHT OF THE TOWER. •INDICATES RELATIVE POSITION OF LINE HANGING BRACKETS AT NOMINAL 40'SPACING. BRACRET PIN MATERIAL STRENGTHS Tower Deslan Criteria: TOWER COLUMN SECTION ELEVATION FACE WIDTH LEGSIZE LEG BOLT QTY &DIA DIAG DIAM SECTION WEIGHT SECTION ELEVATION FACE WIDTH LEG SIZE LEG BOLT QTY &DIA DIAG DIAM SECTION WEIGHT T1 240' - 250' 3.5' 2.00' 3 x 314" 718 " 658.26 T8 1 OW -12W 3.5' 2.26' 3 x 314" 718 " 1434.45 T2 220' - 240' 3.5' 2.00' 3 x 314" 314 " 1152.55 T9 80' -100, 3.5' 2.25' 3 x 314" 314" 1308.05 T3 200' - 220' 3.5' 2.25' 3 x 314" 314 " 1328.67 T10 60'- 80' 3.5' 2.25' 3 x 314" 718 " 1449.44 T4 180'-200'. 3.5' 2.25' 3x314" 314" 1308.05 T11 40'-60' 3.5' 2.25' 3x314" 718" 1434.45 T5 160' -180' 3.5' 2.00' 3 x 314" 718 " 1258.83 T12 20' - 40' 3.5' 2.25' 3 x 314" 314 " 1308.05 T6 140'-160' 1 3.5' 1 2.25' 1 3x314" 1 314" 1328.67 T13 5'-20' 3.5' 2.25' 3x1" 314" 1042.94 T7 1 120' -140' 3.5' 1 2.25' 1 3 x 314" 1 718 " 1 1675.43 I T14 1 0' - 5' 3.5' 1 2.75 O x O" 0 " 736.67 Solid Rod A36 (rod dia. <314") Ref. Standard (2014 FBC): TIA-222-G" A572 Gr.50 (314" thru 1" dia.) Basic Wind Speed (Vasd): 130 mph (no ice) A572 Gr.58 (>1" dia. T1 -T14) Service Wind Speed: 60 mph (deflection only) Pipe A500 Gr.B (antenna pipes) Structure Class: III A500 Gr.BIC (tower legs min. Fy 50 ksi) Exposure: C Topographic Category: 1 Angle A36 Gr.36 Crest Height Oft Plate A572 Gr.50 Tower Destan Criteria: Bolts A-3251A449 (leg & angle) Building Code: 2014 Florida Building Code Basic Wind Speed (Vuit): 168 mph (no Ice) AnchorBolt F1554 Grade 105 or A687 Service Wind Speed: 60 mph (deflection only) Risk Category: IIOIV Exposure: C Finish: Tower & Hardware are hot dip galvanized Topographic Category: 1 Crest Height Oft 'Factored Reactions provided per TIA-222-G Design Criteria & Load Combinations \ Tower designed with a 123' Fall Zone Radius. REDRAWN PER CUSTOMER REQUEST. MVC1 9/1412016 <ACBATCH> MVC1 911412016 ADD FLORIDA BUILDING CODE DESIGN CRITERIA JSKIK 181512016 DESCRIPTION OF REVISIONS CPD I BY I DATE SITE 204.75' CITY SITE WEST-ST. LUCIE COUNTY, FL MOTOROLA SOLUTIONS # 42 X 250' DESCRIPTION Tower View Page 1 PROPRIETARY NOTE: STRUCTURE APPROVAL FOUNDATION APPROVAL THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONT INDUSTRIES AND CONSIDERED TRADE SECRET, ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF as\//�4 /\f4 Al"n4G RIE IE 0 V IE SEP 1 9 NECD D ae�Yc��G S�_• .IV /A STATE vaimont 1-877-467-4763 Plymouth, IN STRUCTURES 1-800-547-2151 Salem, OR ENG. FILE NO. 319922 DWG. NO. M to 265337T ^' to t.Y O 0 0 Descry tion Lease Area A PARCEL OF LAND LYING IN SECTION 33, T-37S, R-3B-E, ST. LUCIE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 33, T-37-S, R-38-E; THENCE N 00"09'22" W ALONG THE EAST LINE OF SAID SECTION 33 A DISTANCE OF 290.74' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF SFWMD CANAL C-23; THENCE S 89°49'19" W ALONG SAID NORTH RIGHT OF WAY LINE A DISTANCE OF 1295.39' TO THE POINT OF BEGINNING; THENCE N 00°09'22" W AND PARALLEL WITH THE EAST LINE OF SECTION 33, T-37S, R-38-E A DISTANCE OF 467.00'; THENCE N 89°49'19" E A DISTANCE OF 467.0'; THENCE S 00°09'22" E A DISTANCE OF 467.00' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF SFWMD CANAL C-23; THENCE S 89°49'19" W ALONG SAID NORTH RIGHT OF WAY LINE A DISTANCE OF 467.00' TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 5.0 ACRES MORE OR LESS. Found 4 W Concrete Monument with 516' Iron Rod, No ID o� O tNy C O 33 N v o 0 0 Set 2 2 518' Iron Rod & Cap Stamped: AMECFW LB 7932 NIF SURVEYOR'S NOTES CITY OF PORT ST LUCIE PID: 4215-IG30001.0 OB 3639 PG 2060 00.2 1. This map of survey is not valid without the signature and the original raised seal of the signing Florida licensed surveyor and mapper. 2. This map of survey identifies the boundary of the lease parcel, features Within the area shown hereon, and stake -out of specific proposed items as specified by the client 3. Bearings and coordinates shown hereon are relative to the Florida State Plane Coordinate System, East Zone (0901), North American Datum of 1983, 2011 adjustment based on Global Positioning System (GPS) measurements to National Geodetic Survey (NGS) Continuously Operating Reference Stations (CORS) network. The North Right of Way line of South Florida Water Management District (SFWMD) Canal C-23, as being S 89' 27' 11" E. 5. Dimensions shown hereon contain horizontal grid distances and are based upon field measurements utilizing the United States Survey Foot, unless indicated otherwise. 6. Lands shown hereon were not abstracted by this firm for matters of record, such as easements, right of way, ownership or other instruments of record. Right of way, non -surveyed lines, references to ownership, parcel identification numbers, and instruments of record shown hereon are based upon record information provided by client, information provided by the St. Lucie County Property Appraiser's Office, and other sources referenced hereon. - 7. The field data acquisition phase of this survey was completed on August 31, 2016, as documented in AmecFW field book 1328, Pages 6-7. B. This survey does not address the identification or location ofjurisdiclional wetlands or sovereign lands that may or may not lie within or adjacent to the lands surveyed. 9. Certified to and for the exclusive use of MOTOROLA. Found 4 x4"Concrete Monument with 518' fron Rod, No ID Z 0 i CO 100 0 f00 - 00 1 1 1 1 LWL -12 SCALE IN FEET: 1"=100' ICD Y PART OF SE 114 OF SE 114 Y I d NIF CITY OF PORT ST LUCIE PID:4233.111-=1400.6 ORB 3639 PG 2060 N 8 49'19' 467.00' (D) N 89° 7'11' E 467.00'(C) LEASE AREA PER 'SKETCH AND LEGAL DESCRIPTION OF LAND LEASEAREA (PUBLIC SAFETY TOWER)" BY PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION. SURVEY SECTION.' DATED FEBRUARY 19.2016, PROJECT NO.16600 LEASE AREA SAACRES (PER SKETCH & LEGAL) (aJ ° Set 518" Iron Rod & Cap Stamped: AMECFW LB 793 O l U POSED GUY TOWER r--- txx " N 27' 1726.76' _LONG: W 80' 31' 59.20' HC35' Fd R.di"" II L 0- L O CA Tl ON - MAP 0- L O CA Tl ON - MAP NOT TO SCALE LEGEND SYMBOLS -0- POWER POLE 0 MONUMENT FOUND (DESC) MONUMENT SET (DESC) SITE BENCHMARK .LINE TYPES — — — 39 EXISTING CONTOUR X FENCE (TYPE) PROPERTY/ RIGHT-OF-WAY LINE E — ^ OVERHEAD POWER ABBREVIATIONS DB DEED BO.OK_ _P_O_C _ IR I NIF NOW OR FORMERLY POB ORB OFFICIAL RECORDS BOOK \ ICI I............ II � se B . S/8' Iron Rod &Cap Found i Stamped: AMECFW LB 7932 112' Iron Rod & Cap Bearing Basis . Stamped: CARTER & ASSOC SECTION 33, TOWNSHIP 37S, RANGE 38E, ST. LUCIE CO., FLORIDA D Can 1 C- 3 (0-0" _ — — S 89 4919 1295.39 (D) �-DIRT S 89 27' 1" W 467.00'(C) _ k` S89"49'19"W 46700'(D) S89°27'11-W 653772'(M) . V opS S 89"49'19- W 6538.15' (D)L mt'� :0' C 0 v n . o x N m W fegRBEOWJRFI 3 m N 0 o lu 2 POC CANAL C-23 SE Comer of Section 33 Township 37 South, Range 38 East POINT OF BEGINNING CHARLES'B. GARDINER FLORIDA PROFESSIONAL SURVEYOR AND MAPPER LICENSE NO. LS 5046 NO. I DATE REVISION AMEC FOSTER WHEELER ENVIRONMENT, . AND INFRASTRUCTURE, INC. 1075 BIG SHANTY ROAD, SUITE 100 amec KENNESAW, GA 30144 { PHONE: (770) 421-3400 foster FAX: (770) 421-3486 Wheeler CLIENT: MOTOROLA SOLUTIONS,OUNDARY ©ST. 8000 WEST SUNRISE BLVD. PLANTATION, FLORIDA 33322 PHONE: (954) 723-5000 CITY WEST LUCIE COUNTY, FLORIDAFLORLDA RANGE LINE RD PORT ST LUCIE, FL 34984 AND LOCATION SURVEY AMEC PROJECT 140: ' 6166-16-0016.100.04 DRAWN BY: M. RAMOS CHECKED BY: C.B. GARD NER , �e ORIENT SECTION WITH PIN STAMP TOWARD BOTTOM OF TOWER I LEG TO LEG CONNECTION @A ADD FLORIDA BUILDING CODE DESIGN CRITERIA REV DESCRIPTION OF REVISIONS I REVISION HIST 20'-0" FBS [6096) SEE LEG 3'-6" CONNECTION [1067) DETAIL SITE CITY SITE WEST- ST. LUCIE COUNTY, FL MOTOROLA SOLUTIONS # 42 X 300' COPYRIGHT 2013 PARTS LIST ITEM QTY PART NO. PART DESCRIPTION FRS 1 243791 #42 SECT W/FOOTPADS-20'LENGTH-2"LEG-314"B LCB 9 227668 314"-10 X 3-112" A-325T BOLT WITH FULLTHREAD LCF 18 312152 314" GALVANIZED FLAT WASHER (F436) LCL 9 312153 314" GALVANIZED LOCKWASHER LCN 9 312502 314"-10 HOT DIPPED GALVANIZED NUT DESCRIPTION WELDED TOWER SECTION - (80' -100' ELEVATION) BISI201fi PROPRIETARY NOTE: STRUCTURE APPROVAL FOUNDATION APPROVAL DATE THE DATA AND TECHNIQUES CONTAINED IN THIS DRAWING ARE PROPRIETARY INFORMATION OF VALMONT INDUSTRIES AND CONSIDERED A TRADE SECRET. ANY USE OR DISCLOSURE WITHOUT THE CONSENT OF SKK 8/5/2016 VALMONT INDUSTRIES IS STRICTLY PROHIBITED. _ -- - UNIT WT. I NET WT. 1123.570 1123.570 0.540 4.860 0.080 1.440 0.030 0.270 0.190 1.710 Total Wt 1131.851b [513.87 kg] CO FIL"E PY No. 58523 � j N STA OF AUG n 8 valffid-bt ir, 1-877-467-4763 Plymouth, IN 1-800-547-2151 Salem, OR STRUCTURES ENG. FILE NO. co 319922 O D DWG. NO. T O m 265337T " m r9 11 0 .