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HomeMy WebLinkAboutPLANKV CORNER SEC. 6, T36S, R38E Nut a n I nip I ut m n�i Isr /I Pae _.- J I LEASE AREA O.23 ACRES± 0 00 200, SCALE: 1 " = 100' AREA�- CENTER OF TOWER SEE COMPOUND nETAII. SCANNED BY. 0 St. Lucie County --.�cwssr nREA� I� PARENT TRACT 1 1 ARCCO OF ST. LUCfE INGO. G. 104 PARCEL:R3101711 P-0001� OOC 7 % '� ] qU l pip ,� PIN bib mom 4( 10' ORAVEL- II DRNE. 3 I1 END 22' ASPHAL I 4' BARBED WIRE FENCE / ' k q/.iiI I of /1• Mom ............ �oK I 11R� ST.LUCIE COUNTY PLAN REVIEW BLDG: DATE* E DATE:�Z��Y PLUMB: DATE MECN= DATE -15' C-ATE —,GRASSY AREA-- 1 CAPPED REBAR g_ (ILLEGIBLE) .. •='Og• F _S I 74-g6.15 I 5' CHAINUKK FENCE �[ W/BARBED WIRE vl HI- :, A 4 s a of a Li W O • N M "lA 4 x� • ICE BRIDGE H-FRAME I n C I NI IER;E: SELF-SUPPORT 100, -`ATUDE: 27'22'35.61- NORTH DG'CR) LONGffum 80'34'43,81' WEST E(AD (NAD E3) GROUND ELEVATION: 24' ABOVE MEAN SEA LEVEL (HAVDB6) FOE-' OF TOWER< 250' ABOVE GRADE HICTIES'F APPURTENANCE: (UGHfNING r ROD) 26o' ABOVE ORA9E g n SITE ADDRESS: STATE ROAD 70 ' FT. PIERCE, FLORIDA x o VICINITY MAP 4 ryE NOT TO scnLe o 3 � PI 3 & M 6 m o SITE d INTER OF TOWER c 6 3 GATE Af 79'2G'm9 �-j- N g 79.27's. 19 ,09'CRS S 74P7'5�. x J FLORIQN EST POB • 84'ge) E(H} LEASE AREA40.00' 3 >97p 0.23 ACRESf S'%gr-? 09- MD m�A 10' GRAVEL rS'f 120,00 i' DRIVE GRID TO TRUE NORTH CONVERGENCE NOGRESS/EGRESS FED RE&SR { & UTILITY EASEMENT (ILLEGIBLE} D'12' 0.34 ACRES f1 i 1' TRUE IdORTH TO UAGNERC DECL%RENT 677' ATION w CUMBINEU SCALE FACTOR TRACT OVERVIEW NOT TO SCALE I ARCCO OF ST. LUCIE INC ARCCO OF SF. LUCIE INC 0,099962587 O.R.B. 2115, PG. 7868 O.R.B. 2115. PG. 2968 PNiLEL: 2138-111-0002-000-9 PARCEL'. 2731-111-0001-W0-4 LEGEND O = 5/B" REEAR SET POC ARCCO OF Sr. LUCIE INC • FQlING PROPERTY FlARAi'R O.R.e. 479, PG. 1414 1 PARCEL 2138-111-00G1-000-2 P08 = POMT GF 8EGlNNfNG I POO POIM OP rUTAMFNCEMENT POE = POINT OF ENOlNG A -• CALCULATED POINT a H RANCH INC O.F.S. 3485, PG. 1610 - (R) - REFERENCED INFORMATION PARCEL: 2125-433-0001-000-7 (m) = MEASURED i - POWER POLO GUY ANCHOR ® = POWFP GOX I PARENT TRACT Q1 = TFLtPHONF PFDF.ST/v. I ARCCO OF' Nf. LUCIE INC ARCCO OF ST. LUCIE INC = GROUNDING ROD r 0.R.8. 479, PG. 1+74 O.R.B• 479, PG, 1{14 © = VAULT 1 PARCEL• 3101-115-0001-000--7 PARCEL 37.Ofi-1f7-0nn1 -0nn-9 r •--••--.� INGHT-OF-WRY •—•-ep—= OI VlGO POME. FLOOD NOTE By graphic plotting only, the subject property oppeors in be on Flood Insurance Rate Map Community Pane SITE No. 12111CD750U• which is a non -printed panel. ADAMS RANCH INC O.R.B. 3485, K. 1610 PARCEL. 3101... 211-0001-Df WJI f� _ qO SoCKa$AgO p, FL'I 050-A (SBA NW 1/4, SEC. 6, T-36-3, R-30-E PIERCE COUNTY. FLORIDA X IA, r, C-� e LEASE AREA DESCRIPTION Lessees interest iU that certain Option and Lana �te Agreement between Areas of St. Laois, Inc., Less '1 Belfsauth Idabfllty, L1.C, as Lessee memorialized by the Memorandum of Option and Lease Agreement dated August - 'DO3 and recorded August 27, 2003 In Official Records Bockl784, Page 2757, A portion of Section 6, Tawnshlp 36 South, Range 38 East, lying north and was( of State Road 70 (Okeechobee Road), St. Lucie County, fl.rfdo,'being more particularly described as follows: Commence at the northwest corner of the said Section 61 thence south O'OVi0' east, along the west Ono of the northwest 1/4 of said Section 6, a distance of 2072.65 feet; thence departing said west tine.norLh 5958'50" test, a distance of 5.32 feet to the Point of Beginning of the CingulorWiraless lease parcel, thence north 1073351" East, a distance. of 100.00 feet; thence south 79'28'09" East, a distance of 100.00 feet; thence south lo'33'5l" west, o distance of 100.00 feet; thence north 79'26'09° Vfest, a dfelance of 100.00 feet to the Point of Beginning, INGRESS/EGRESS AND UTILITY EASEMENT DESCRIPTION Eancment for Ingress/Egress and utility purposed credited by and described in Option and Loess Agreement doted August 19. 2003 and recorded August 27, 2003 in Official Records Book 1784, Page 2757, over and across the following described land. . A portion of Section 6, Township 35 South, Range 3B East, lying north and wesE of Stale Rood 70 (Okeechobee Road), 5t Lucie County, Florida, being more particularly described as follows: Commence at the northwest turner of the said Section 61 thence south 01'01'tn" cast, along the west line of the northwest 1/4 of said Station 6, a distance of 20172.65 foot; thanco departing said west One, north 88'58'50" east, a distance of 5.32 feet to the southerly line of the CfagularWlrefess lease parcel thence south 79'26'09" East, a diatunco of 40.00 feet to the Point of Beginning: thence continue south 79`26'CS" east, along said southerly line, a dlatanca of 2a.06 feet; thence deporting said soubarly lino, south 1033'51' west, a distance of 41.62 feet; thence south 19'31S0 East, a distance of 293.1 7 feet; thence south 112'40'27" West, a distance of 143.66 test; thence south 2751 '44:' west, n, distance of 224.38 feet; thence south 1924 '35' East, a distance of 40.10 feet to the northerly maintained right-of-way lne of State Road 70 (Okeechobee Rood); thence xanth 74'3n'S3" west, along said northerly maintained right-of-way line, a distance of 20.110 feet; thence deporting said northerly maintained right -of -Way line, north 15424'35" west. a distance of 48.05 feet; thence north 275f'44" east, a distance of 227.85 feet; thence Am1l, 02'40'27" east, u distance of 135.04 feet; thence north 1931'50" wrest, a dish,nee of 294.61 feet; thence north 1033'51n cast, u distance of 46.95 feet to the Paint of Beginning, SURVEYOR'S NOTES 1. This is an As-Bullf Tower : made tin the ground under the supervision of a ' Registered Land Surv, eyar_ Dote of field survey is March 17, f . 2, The following surveying instruments were used at time of field visit: Nikon NPL-352, Total Station, Heffectodess and Hiper t- Legacy E RTK, OD 1HZ. 3. hearings are based nn Flarida West State Plane Coordinates NAD 83 by CPS observation. 4. No underground utilities, underground encroachments or building foundations were measured or located as a part of this survey, unless otherwise shown. Trees and shrubs not located, unless otherwise shown. 5. This sunoy was conducted for the purpose of an As -Built Tower Survey only, and is not intended to delineate the regulatory jurisdiotian of any resisted, state, regional or local agency, beard, commission or other similar entity. S. Attention is directed to the fact that this survey may have been reduced or enlarged in sire due to reproduction. This should be taken Into consideration when abt.inbrg seated data. 7. This Survey was conducted with the benefit of a Title Commitment No. 517782G issued by Fidelity National Title Insurance Company with an effective date of February 18, 2015_ 8. Surveyor hereby states the Geodetic Coordinotes and the elevntinn shown for the proposed cenlarlfne of the fewer are accurate to within +/- 20 feet harimutully and to within +/- 3 feet vertically (FAA Accuracy Code IA). 9, Survey shown hereon conforms to the Minimum Requirements as set forth by the Stoke Board for a Class 'A" Survey. 10. Field data upon which this mop or plat is boned has a closure precision of not less than one -font in 15,1100 Feet (1'15,000') and an angular error that does not rkrocd 10 nationals times the scours. root of the number of angles .turned. Field traverse wait not adjusted. It. This survey is not valid without the original signature and the original seal of a state licensed surveyor and mapper. 12. This survey does not constitute o boundory survey of the. Foram: Tract. Any parent tract property lines shown hereon are from suppled information and may not be field verified. 13. This survey was conducted with refuranua to a Memorandum of Option and Lease Agreement as recorded in O.R. Book 1784. Page 2757 in the Office of the Clerk of the Circuit Court, St, Latin. County, Florida. PLOTTABLE EXCEPTIONS Title Commitment No. 5177920 issued by Fidelity National Title Insurance Company Inetrurnant O.R.B. 1592, Pg. 1514 O.R8. 1909, Pg. 1766 O,R,8. Ise% Pg. 70 P.B. 4, Pg. 49 O,RB. 3016. Pg. 633 SURVEYOR'S CERTIFICATION comment Affects lease area; blanket in nature. Document not provided. Affects lease ore. and all appertanoos. Blanket in noturn. Onnumerlt not provided. Nat a survey matter. I hereby ner6fy to SBA Towers VI, LLC., a Florida Limited Liability Company and Fidelity National Title Insurance Compnny. the following: This snrveynr has received and reviewed that certain Title Commitment No. 5177920 issued by Fidelity National Title insurance Company with an effective date of February 18, 2015. which proposes to Ensure the lands deserihed under its Schedule h This surveyor knows of his own knowledge that the lands doscribedunder sold Schedule A of the Title Commitment contain 1 d the 1 ads r described in and de 'eted on this curve of meu c, a - pn Y_ This, surveyor further knows to the beat of his knowledge that the easements of record and identified under Schedule B-2 r ( ' - .''•, .: 6f acid Title Commitment encumber the lends described on this convoy, but said easement- will not interfere with the <�„ "_ 1 j!. �':.IornOon of the proposed insured fonds, including the leased area and any and all access, utility and guy wire easement =porceLs. . ;.'j further certify that all parts of this survey and drawing have been completed in accordance with the currant faqutromants -`•` °fp4., ,, ;.:r:• <�+°+ ,..+ nr:'the. Standards of Practice for Surveying in the State of Florida to the best of my knowledge, information, and bsG¢f. el II Willibm H. Sommerville, I °'r��••'FTotido License No. 0006141 IL MNI1`d4 FL17050-A NW 114, SEC. 6, T-36-S, R-38-E FF. PIERCECOUNTY, FLORIDA a A a a rno`� � V a- E 0 mwmo 1=U;2rQ�m C 6 E LN BAN m r f €aI T • •Mobile •(a stick together" VICINITY MAP a. j.g A PROPERTY SUMMARY FOI I4. 3206-111-0001-000-9 PROPERTY OWNER ARCO OF ST. LUCIE, INC. PO BOX 12909 FORT PIERCE, FL 34979 LATITUDE 27.376569' N LONGITUDE 80.578856' W aS141NI4tKdIRu1 DESIGN CRITERIA DESIGN WIND SPEED: 151 MPH (ULTIMATE, 3-SECOND GUST) 117 MPH (NOMINAL. 3-SECOND GUST) EXPOSURE: C RISK CATEGORY: 11 OPEN STRUCTURE A2P0309M SBA FL-17050 7 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 GENERATOR INSTALLATION PROJECT DESCRIPTION 1. THE WIRELESS COMMUNICATIONS FACILITY IS NOT INTENDED FOR HUMAN OCCUPANCY. 2. THIS FACILITY DOES NOT REQUIRE POTABLE WATER AND WILL NOT PRODUCE ANY SEWAGE 3. 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. 4. THE SCOPE OF,WORK CONSISTS OF MODIFYING THE EXISTING WIRELESS. INSTALLATION: INSTALLATION OF (1) PROPOSED 50kW DIESEL GENERATOR CODE COMPLIANCE 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. FLORIDA BUILDING CODE, 6th EDITION (2017). 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-14, NATIONAL ELECTRICAL CODE, 2014 EDITION. 3. ASCE 7-10. 4. TIA-222-G WITH ADDENDUM 1, 2. 3 & 4 APPLICABLE STANDARDS. 5. LIFE SAFETY CODE NFPA-101-2015. 6. FLORIDA -FIRE PREVENTION CODE. 6th EDITION (2017). 7. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 360-10 AND 341-10. B. UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS. 9. LOCAL JURISDICTIONAL REQUIREMENTS. 10. CITY/COUNTY ORDINANCES. \._ INDEX OF DRAWINGS � ' DESCRIPTION REV. T1 TITLE SHEEF 0 T2 GENERAL NOTES 0 Cl COMPOUND PLAN 0 C2 EQUIPMENT PLANS 0 C3 DETAILS 0 C4 DETAILS 0 E7 ELECTRICAL AND GROUNDING NOTES 0 E2 UTILITY ROUTING PLAN 0 E3 ELECTRICAL DETAILS 0 E4 GROUNDING DETAILS 0 E5 GROUNDING DETAILS 0 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW I 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. REV DATE DESCRIPOON A 3/12/1B PRELMINARY B 3/19/18 REVISED a 8/7/18 FOR PERMIT APX PRD)ECT NO.: 18-0157.02 DRAWN BY: A WARREN CHECKm BY: M. ABBEY 10 IS AND OR THE INFORMATION CONTAINED IN R FORBIDDEN WITHOUT 111E WRR(FR PERMISSION OF THE OWNER `T a ENGINEERING GROUP 3400 IAKE UE DRNE. SUITE 525 MIRAMW. R 33027 (954) 744-1538 CERDRCATE OF AUIHORRAMON 31948 T • •Mobile•• BtIC)CtoWher' CO�1C C, E N No. 683 v y DATE OF NATURE:— 6/7/18 A2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 TITLE SHEET T1 1 1. FOR THE PURPOSES OF THESE CONSTRUCTION ::_:...AGS. THE FOLLOWING DEFINITIONS SHALL APPLY: ' OWNER - T-MOBILE USA ENGINEER - APX ENGINEERING GROUP, LLC. CONTRACTOR - .GENERAL CONTRACTOR (CONSTRUCTION) 2. PRIOR TO SUBMITTING HIS BID, THE CONTRACTOR SHALL VISIT THE JOB SITE IN ORDER TO (1) VERIFY ALL EXISTING CONDITIONS, (2) CONFIRM WHETHER ALL DIMENSIONS ARE AS SHOWN ON THE PLANS AND (3) CONFIRM WHETHER THE WORK MAY BE ACCOMPLISHED AS SHOWN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 3. A 20-FOOT HORIZONTAL CLEARANCE DISTANCE SHALL BE MAINTAINED FROM ALL EXISTING POWER LINES. 4. THE CONTRACTOR'S USE OF A CONSTRUCTION STAGING AREA SHALL BE COORDINATED WITH THE OWNER WELL IN ADVANCE OF THE CONSTRUCTION START DATE 5. LABOR, MATERIAL, TOOLS, EQUIPMENT, TRANSPORTATION AND TEMPORARY POWER SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS AND/OR AS SPECIFIED HEREIN. LABOR AND MATERIALS SHALL BE FURNISHED AS REQUIRED FOR COMPLETE SYSTEMS, INCLUDING ALL ELEMENTS OBVIOUSLY OR REASONABLY INCIDENTAL TO A COMPLETE INSTALLATION, WHETHER OR NOT SPECIFICALLY INDICATED ON THE PLANS. 6. FOR TASKS REQUIRED TO BE PERFORMED BUT NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOT START WORK ON SUCH TASKS WITHOUT HAVING RECEIVED WRITTEN AUTHORIZATION FROM THE CONSTRUCTION MANAGER TO PROCEED. 7. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT UNLESS OTHERWISE INDICATED BY DIMENSIONS OR DETAILS. EXACT EQUIPMENT LOCATIONS MAY BE MODIFIED AS REQUIRED BY ACTUAL FIELD CONDITIONS. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER AND THE CONSTRUCTION MANAGER. 8. THE CONTRACTOR SHALL OBTAIN. PAY FOR AND DELIVER ALL REQUIRED PERMITS, CERTIFICATES OF INSPECTION, INCLUDING UTILITY CONNECTION FEES, ETC., REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND SHALL DELIVER SUCH DOCUMENTS TO THE OWNER PRIOR TO FINAL ACCEPTANCE OF THE WORK. 9. THE CONTRACTOR'S OPERATIONS SHALL BE CONFINED TO AREAS OF NEW CONSTRUCTION. 10. ALL NECESSARY PROVISIONS SHALL BE MADE TO PROTECT EXISTING IMPROVEMENTS, LANDSCAPING, PAVING, CURBS, GALVANIZED SURFACES, ETC, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO SAME RESULTING FROM THE CONSTRUCTION WORK. ALL DISTURBED AND DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER UPON COMPLETION OF ALL WORK TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. 11. THE FOLLOWING CLEANUP TASKS SHALL BE PERFORMED AS FOLLOWS: (1) ON A DAILY BASIS, KEEP THE GENERAL AREA CLEAN AND HAZARD FREE, REMOVING ALL WASTE, DEBRIS AND TRASH FROM THE SITE AND DISPOSING OF SAME IN A LEGAL MANNER. (2) UPON COMPLETION, LEAVE THE PREMISES IN A CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE 12. ALL EQUIPMENT AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE RESPECTIVE MANUFACTURER'S RECOMMENDATIONS EXCEPT WHERE IT IS SPECIFICALLY INDICATED OTHERWISE IN THE CONTRACT DOCUMENTS OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION OVER THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AS WELL AS LOCAL AND STATE CODES, ORDINANCES AND APPLICABLE REGULATIONS. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AT ALL TIMES, USING THE BEST SKILLS AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL OF THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK, INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER AND WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. 15. WITHIN TEN (10) WORKING DAYS AFTER PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS -BUILT DRAWINGS, SWEEP TEST, CYLINDER TESTS, LIEN RELEASES, AND OTHER CLOSEOUT DOCUMENTATION AS REQUIRED BY THE OWNER. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMONSTRATED TO BE READY FOR OPERATION PRIOR TO THE OWNER'S ACCEPTANCE. 1. THE APPROPRIATE UTILITY LOCATING SERVICES SHALL BE CONTACTED PRIOR TO THE S OF CONSTRUCTION IN ORDER TO VERIFY THE EXAC' 'ATION OF ALL' EXISTING UNDERGROUND UTILITIES. 2. THE INSTALLATION OF NEW UTIUTIES SHALL BE COORDINATED WITH LOCAL AUTHORITIES. 3. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES. WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SUCH UTILITIES SHALL BE RELOCATED AS DIRECTED BY THE CONSTRUCTION MANAGER. EXTREME CAUTION SHALL BE USED WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. 4. RUBBISH, STUMPS, DEBRIS, STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES THAT INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS THAT WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE LANDLORD AND/OR LOCAL UTILITIES. 6. DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION SHALL BE MINIMIZED. 7. ANY AREAS OF THE CONSTRUCTION SITE DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE. SUCH GRADING SHALL CAUSE SURFACE WATER TO FLOW AWAY FROM ANY EQUIPMENT SHELTER AND TOWER AREAS AND THE SOIL SHALL BE STABILIZED TO PREVENT EROSION. EROSION CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDEUNES FOR EROSION AND SEDIMENT CONTROL 8. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 9. BACKFILL SHALL CONSIST OF CLEAN SAND FILL APPROVED FOR USE BY THE ENGINEER. NO UNAPPROVED MATERIAL WILL BE ALLOWED. CLEAN SAND FILL SHALL BE FREE OF ALL ROOTS, BOULDERS, OR OTHER DELETERIOUS MATERIAL 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL TO OR BETTER CONDITION THAN ORIGINAL. 11. SITE SIGNAGE SHALL BE PROVIDED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS FOR SUCH SIGNAGE AS MAY BE CONTAINED IN THESE DRAWINGS. SITE WORK NOTES 1 2 1 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AISC •STEEL CONSTRUCTION MANUAL". 2. MATERIAL: A. ALL STRUCTURAL STEEL WF BEAMS SHALL BE ASTM A992 AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. B. ALL STRUCTURAL PLATES, ANGLES, AND CHANNELS SHALL BE ASTM A36 AND "HOT DIPPED' GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS, UNLESS NOTED OTHERWISE. C. ALL TS MEMBERS SHALL BE ASTM A500 GRADE B (Fy=46ksi), AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. D. ALL STRUCTURAL PIPE MEMBERS SHALL BE ASTM A500 GRADE B (Fy=42ksi). AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS, UNLESS NOTED OTHERWISE E. ALL NON-STRUCTURAL PIPE MEMBERS SHALL BE ASTM A53 GRADE B. AND "HOT DIPPED" GALVANIZED IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STANDARDS. 2. DESIGN, FABRICATION, AND CONSTRUCTION OF ALL CONNECTIONS SHALL CONFORM TO AISC STEEL CONSTRUCTION MANUAL 3. WELDING: A. ALL WEIRS, WELDERS, AND WELD INSPECTIONS SHALL CONFORM TO THE REQUIREMENTS OF AWS D 1.1. LATEST REVISION. B. ALL WEIRS SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. C. ALL STEEL SHALL BE SPRAY GALVANIZED AFTER WELDING. 4. ALL BOLTS SHALL BE GALVANIZED 3/." DIAMETER, A325-N, UNLESS NOTED OTHERWISE AND TIGHTENED TO A SNUG TIGHT' CONDITION AS DEFINED BY AISC. SECURE NUT WITH LOCKING WASHER. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE 36. UNLESS NOTED OTHERWISE 6. THE CONTRACTOR/STEEL FABRICATOR SHALL LOCATE ANY REINFORCEMENT IN THE STRUCTURAL MEMBERS IN SUCH A MANNER SO THAT THERE WILL NOT BE CONFUCT WITH THE REINFORCEMENT WHEN INSTALLING ANCHORS. THE ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTION. 7. THE CONTRACTOR/STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE DISTANCE REQUIREMENTS IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION. 8. ALL STRUCTURAL STEEL SHALL BE FABRICATED TO FIT AT BOLTED CONNECTIONS WITHIN 1/16 INCH TOLERANCE. STRUCTURAL STEEL SHALL NOT BE FLAME CUT UNDER ANY CIRCUMSTANCES WITHOUT APPROVAL OF THE ENGINEER. 9. THE CONTRACTOR/STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT WATER INTRUSION. 10. THE CONTRACTOR/STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO ANY STEEL FABRICATION. AT THE CONTRACTOR'S OPTION, FIELD SPLICES MAY BE USED FOR'ERECTION PURPOSES. IF FIELD SPLICES ARE USED, THE SHOP DRAWINGS SHALL INCLUDE ALL DETAILS FOR THE PROPOSED FIELD SPLICES. 11. AT THE CONTRACTORS OPTION, SHOP WELDS MAY BE USED INSTEAD OF FIELD WELDS. 12. SUBMIT ORIGINAL SHOP DRAWINGS, INCLUDING COMPLETE DETAILS, SCHEDULES OF FABRICATION AND ASSEMBLY, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLE, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS A2.1 AND A2.4 SYMBOLS, AND SHOW SIZE, LENGTH, AND TYPE OF WELD. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGES TO BE INSTALLED AS WORK OF OTHERS' SECTIONS. IGENERAL NOTES 111 STRUCTURAL STEEL NOTES 131 REV DATE DESCRIPTION A 3/12/18 PRELIMINARY B 3119118 REVISED 0 6/7/18 FOR PERMIT APX PROJECT NO.: 18-0167.02 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION f/OOFF�\THE OWNER. � U -apx ENGINEERING GROUP 3400 1AYESIDE DRIVE SUITE 525 MIRAP . 0. 33027 (954) 744-1538 CEP➢FlUTE OF AU HORIWION 31948 T • •Mobile: StIdC together" ♦♦♦,,, �� G E N 8 ♦ A No. 68 � N :W OF :=W O p; �,♦♦ • O R 1 (9 ♦♦ DATE OF IGNATURE: 6/7/18 10 A2PO309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34M SHEET NAME GENERAL NOTES SHEET NUMBER T2 1 a 1 1 1 1 1 1 1 EXISTING PROPERTY LINE 1 1 1 1 1 1 EXISTING T-MOBILE- EQUIPMENT SHELTER 1 1 1 EXISTING T-MOBILE- COAX BRIDGE x x x x 1 1 x 1 1 1 1 1 EXISTING UTILITY H-FRAME W/ T-MOBILE METER AND DISCONNECT uTC,- 1 f 1 1' 1 1 1 F-, A/C / x X X J EXISTING GRAVELED AREA E2 x EXISTING 250'f SELF-SUPPORT TOWER •• x EXISTING 8't HIGH CHAIN -LINK FENCE W/ 3-STRAND BARBED WIRE (TYP.) x EXISTING 12'-3• WIDE ACCESS GATE REV DATE DESCRIPTION A 3/12/18 PRELIMINARY B 3/19/18 REVISED 0 8/7/18 FOR PERMIT APX PROJECT NO.: 18-DIS7.02 DRAWN BY: A WARREN CHECKED BY: I M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERIY OF THE OWNER ITIS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCOON OR USE OF THIS DRAWING A aox ENGINEERING GROUP 3400 MESIDE DM SURE 525 (954) 70-I538 CERMCAG OF AMORUATON 31948 T • •Mobile 8tlCk togelh r 4 No. P �. �R10. DATE OF 2 NATURE 6/7/18 A2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34948 COMPOUND PLAN C1 COMPOUND PLAN F x X EXISTING GRAVELED X AREA K, Y EXISTING T-MOBILE SITE SUPPORT CABINET (SMALL) EXISTING T-MOBILE CIENA BOX EXISTING T-MOBILE FCOA CABINET EXISTING T-MOBILE COVP (TYP. OF 2) EXISTING 8't HIGH CHAIN-UNK FENCE W/ 3-STRAND BARBED WIRE (TYP.) EXISTING T-MOBILE AC PANEL EXISTING T-MOBILE TELCO EQUIPMENT EXISTING T-MOBILE FRLB RRU (TYP. OF 3) Hm, PROPOSED T-MOBILE 4 X B'-W e5-e CONCRETE PAD PROPOSED T-MOBILE SOWN DIESEL C3 GENERATOR BOUNDARY OF 10' GENERATOR EX AUST RADIUS X X PROPOSED T-MOBILE 200A ATS X EXISTING T-MOBILE — SITE SUPPORT CABINET (SMALL) EXISTING T-MOBILE CIENA BOX m EXISTING T-MOBILE FCOA CABINET EXISTING T-MOBILE COVP (TYP. OF 2) EXISTING UTILITY H-FRAME—i� W/ T-MOBILE METER AND DISCONNECT x �-� x\�._ n I � EXISTING 8't HIGH CHAIN -LINK FENCE W/ 3-STRAND BARBED WIRE (TYP.) 1/ A/C ertrA I j ii. EXISTING T-MOBILE AC PANEL EXISTING T-MOBILE TELCO EQUIPMENT A/C EXISTING T-MOBILE FRLB RRU (TYP. OF 3) PROPOSED e T-MOBILE ES GENERATOR EMERGENCY \/ J SHUT-OFF SWATCH X l x 1.-0. EXISTING 12'-3• WIDE ACCESS GATE X REV DATE DESCRIPIION A 3/12/18 PRELIMINARY 8 3/19/18 REVISED 0 6/7/18 FOR PERMIT APX PROJECT NO.: 18-0167.02 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNQL IT IS PRODUCED SOLELY FOR USE TRY THE OWNER AND ITS AFFILIATES. REPRODUCf10N OR USE OF THIS DRAWING ANO/OR THE INFORMATION CONTAINED IN R IS FORBIDDEN WITHOUT THE WRRTEN A apx ®o ENGINEERING GROUP 3400 4 MlDE DRIVE SUITE 525 uIRA . Fl 33027 (954) 744-IWB CEnRCA E OF AUMORI] TION 31948 T • •Mobile •• StIC)C together ;GENS49 �Y No. 6831 •••'0 UN 0A ail � •R sir R 1 4Arrrrr • NAL• �O♦♦♦ DATE OF SI NATURE 6/7/18 "-TA2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE FL 34945 SHEET NAME EQUIPMENT PLANS EXISTING EQUIPMENT PLAN ® 1 PROPOSED EQUIPMENT PLAN °® 2 l C2 v\ < PROPOSED - 5'-0' x 8'-0* CONCRETE PAD OUTLINE OF GENERATOR GENERATOR PLAN PROPOSED T-MOBILE 50KN DIESEL GENERATOR W/ 300 GALLON BASE TANK PROPOSED WEE GALV. HILT[ KMK BOLT 3 W/ 34- EMBED. (TYP. OF 10) 4 PROPOSED W-0000NCRETE PAD PROPOSED )rO GALV. HILD KWIK BOLT 3 W/ Sk' EMBED. (IYP. OF 10) II � II II ° II a II I I I I I I I I I L____J I Jim 01 I I I I I I 1 I I 1 11 I I I I I I I 101 i I I I I f------- I® ____________ —_ J ----I 5' 9'—+fit'-9' PROPOSED T-MOBILE 5OKW DIESEL GENERATOR W/ 300 GALLON BASE TANK PROPOSED JrO GALV. MITI KMK BOLT 3 W/ A,' EMBED. (TYP. OF 10) PROPOSED e4 5'-0' ■ W-0' - CONCRETE PAD a 1 GENERATOR FRONT ELEVATION #5 REBAR ® 12' O.C. BOTH DIRECTIONS (NOT REQUIRED IF FlBERCRETE IS USED) (SEE NOTE) % CHAMFER (TYP.) 3,000 PSI CONCRETE PAD (SEE PLANS FOR DIMENSIONS) EXISTING SOIL TO BE COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY PER ASTM D1557 N REV GATE DESCRIPRON A 3/12/18 PRELIMINARY B 3/19/18 REMSFD 0 6/7/48 FOR PERMIT APX PROTECT NO.: 18-0167.02 DRAWN BY: A. WARREN CHECKED BY: M. ABBEY —10 THIS DRAWING IS COPYRIGHTED AND IS THE 501E PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS A LLATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN Ir IS FORBIDDEN WDHOUr THE WRRTEN PERMISSION OAF THE OWNER. U U � p ENGINEERING GROUP 3400 U ESIDE DRNE SUITE 525 MIRP . FL 33027 (954) 744-1538 CERIIDCATE OF AU KORI)A ON 31948 T • -Mobile stidc togdher' A. No. 6831 DATE OF NATURE 5/7/18 A2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE. FL 34945 SHEET NAME DETAILS c� 3� GENERATOR SIDE ELEVATION D _. 3 CONCRETE PAD DETAIL Nm4 Wi THIS DRAWING IS COPYRIGHTED AND IS THE 501E PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS A LLATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN Ir IS FORBIDDEN WDHOUr THE WRRTEN PERMISSION OAF THE OWNER. U U � p ENGINEERING GROUP 3400 U ESIDE DRNE SUITE 525 MIRP . FL 33027 (954) 744-1538 CERIIDCATE OF AU KORI)A ON 31948 T • -Mobile stidc togdher' A. No. 6831 DATE OF NATURE 5/7/18 A2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE. FL 34945 SHEET NAME DETAILS c� 3� GENERATOR SIDE ELEVATION D _. 3 CONCRETE PAD DETAIL Nm4 Wi ALL INFORMATION ON THIS SHEET IS REPRODUCED FF MANUFACTURER CUT SHEETS. GENERATOR DETAILS OUTPUT 5OkW FUEL TYPE DIESEL TANK SIZE 300 GAL TANK MATERIAL STEEL TANK TYPE DOUBLE WALLED UL LISTING 142 GENERATOR PLAN 300 GL DW UL LISTED STEEL SUB -BASE FUEL TANK V I R=/1177..3 (Ty'J \\ .) JJ MUFFLER EXHAUST {�--3 -2'—�i GENERATOR FRONT ELEVATION 1. APPROX. WEIGHT. 3258 LBS. 2. TANK SPILL CONTAINMENT BASIN SPANS THE ENTIRE UPPER PORTION OF FUEL TANK. 3. ALL TANK COMPONENTS SHALL BE FDEP APPROVED. RLY DATE DESCRIPTION A 3/12/18 PRELMINARY B 3/19/18 REVISED 0 8/7/18 FOR PERMIT APX PROJECT N0: 18-0187.02 DBAWN BY: A. WARREN CHECKED BY. M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS DIE SOLE PROPERTY OF THE OWNER IT S PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. EPRODUCTION OR USE OF THIS DRAWING ND/OR THE INFORMATION CONTAINED IN B IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER A a ENGINEERING GROUP 3400 W(ESIDE DRNE SURE 525 MlR . R 33027 (954) 744-1W8 CERTIRGTE OF AUTHORIZATION 31948 T • -Mobile stidttogether' A. .E No. 683S 41 --:0 VF :l O C DATE OF t1tATURE. 8/7/18 A2P0309M SBA FL-17050 20000 OKEECHOBEE ROAR FORT PIERCE, FL 34M DETAILS GENERATOR SIDE ELEVATION NTs 1 31 GENERATOR NOTES 1 4 l C4 A - GENERAL Al. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE (EDITION ADOPTED BY LOCAL JURISDICTION) AND APPLICABLE LOCAL CODES. A2. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE. A3. ALL ELECTRICAL EQUIPMENT AND ACCESSORIES SHALL BE U.L APPROVED OR USTED. Al. ALL POWER WIRING SHALL BE STRANDED COPPER, TYPE THHN/THHW AND 90 DEGREES C RATED. A5. ALL POWER WIRING SHALL BE INSTALLED IN GALVANIZED RIGID STEEL CONDUIT, PVC, OR FLEXIBLE UQUIDTIGHT CONDUIT, AS INDICATED. AS. CONTRACTOR SHALL OBTAIN ALL PERMITS, PAY PERMIT FEES, AND SCHEDULE INSPECTIONS. A7. CONTRACTOR SHALL APPLY FOR ELECTRICAL SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS, SERVICE ROUTING, AND METER SOCKET TYPE WITH LOCAL POWER COMPANY. A8. CONTRACTOR SHALL APPLY FOR TELEPHONE SERVICE AS SOON AS POSSIBLE AND COORDINATE REQUIREMENTS AND SERVICE ROUTING WITH TELEPHONE COMPANY. A9. PROVIDE ALL LABOR AND MATERIAL DESCRIBED ON THIS DRAWING, AND ALL ITEMS INCIDENTAL TO COMPLETING AND PRESENTING THIS PROJECT AS FULLY OPERATIONAL AID. WHERE LONG POWER CABLE RUNS PREVAIL, CONTRACTOR SHALL CALCULATE THE VOLTAGE DROP AND SIZE WIRES AND CONDUIT ACCORDINGLY. A11. WHERE TRANSFORMER IS REQUIRED FOR ELECTRICAL SERVICE, TRANSFORMER SECONDARY SHALL BE GROUNDED PER N.E.C., ARTICLE 250-26. Al2. ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BE OF RAINPROOF CONSTRUCTION AND SHALL REQUIRE WATER TIGHT CONDUIT HUBS. A13. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES, SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE CONSTRUCTION MANAGER UPON COMPLETION OF THE PROJECT. A14. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIAL AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR PERIOD OF WARRANTY. A15. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. A16. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. A17. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID -TITS FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. A18. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. A19. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. A20. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL514A AND NEMA OS 1: AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. A21. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. B - POWER CABLE AND SERVICE B1. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRING TO BTS AND VERIFY EXACT CONDUIT ROUTING. RACEWAY SYSTEM MATERIALS AND DEVICES FURNISHED SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF ANSI, NEMA, AND UL RACEWAY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH APPUCABLE REQUIREMENTS OF THE N.E.C. B2. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS THROUGH WALLS, FLOORS AND ROOFS TO PREVENT MOISTURE PENETRATION OR VERMIN INFESTATION. B3. CONDUCTORS RUNNING ALONG HORIZONTAL SURFACES (ROOF TOP OR SLAB) SHALL BE INSTALLED IN RIGID CONDUIT SUPPORTED ON SLEEPERS. B4. ALL VERTICAL RUNS OF POWER CABLE EXCEEDING 80 FEET IN LENGTH SHALL BE SUPPORTED PER N.E.C. ARTICLE 300 USING KELLEMS GRIPS OR ACCEPTABLE EQUAL CABLE SUPPORT SYSTEM. 85. WHERE A SEPARATE ELECTRICAL SERVICE DROP IS ADDED, CONTRACTOR SHALL INSTALL PERMANENT SERVICE DISCONNECT OR GROUPING THEREOF, DENOTING ALL OTHER SERVICE ENTRANCES, LOCATION OF EACH AND THE AREAS SERVED BY EACH. B6. WHERE ELECTRICAL POWER IS TO BE SUB -FED FROM AN EXISTING DISTRIBUTION SYSTEM, THE FOLLOWING SHALL APPLY: A) CONTRACTOR SHALL PERFORM LOAD TESTING TO DETERMINE MAXIMUM FEEDER DEMAND PER N.E.C. ARTICLE 220-07. - B)- CONTRACTOR SHALL VERIFY WHETHER EXISTING FEEDER CAPACITY EXCEEDS VALUE CALCULATED PER N.E.C. ARTICLE 220-87. C) EACH BRANCH CIRCUIT PROTECTIVE DEVICE SHALL HAVE SAME INTERRUPTING RATING AS EQUIPMENT SUPPLYING IT. D) PREFERRED MEANS OF SUPPLY SHALL BE A BRANCH CIRCUIT PROTECTIVE DEVICE LOCATED IN EXISTING PANEL_ E) IF A BRANCH CIRCUIT PROTECTIVE DEVICE CANNOT BE DETAINED OR SPACE IS NOT AVAILABLE, A BRANCH CIRCUIT MAY BE TAPPED FROM EXISTING FEEDER CONDUCTORS USING AN INSTALLED 2-POLE FUSED DISCONNECT AND METER BASE PER N.EC. ARTICLE 240-21 WITH TEN FOOT (10) MAXIMUM TAP CONDUCTORS. FUSED DISCONNECT SHALL BE LISTED SAME OR BETTER INTERRUPTING RATING AS EXISTING SOURCE OF SUPPLY. C - IDENTIFICATION Cl. LOCATE NAMEPLATE, MARKING, OR OTHER IDENTIFICATION MEANS ON OUTSIDE EQUIPMENT OR BOX FRONT COVERS. C2. PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION FOR EACH SAFETY SWITCH AND ALL OTHER ELECTRICAL CABINETS. EFC. C3. DURING TRENCH BACK -FILLING FOR EACH UNDERGROUND ELECTRICAL TELEPHONE, SIGNAL AND COMMUNICATIONS LINE, PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE TWELVE INCHES BELOW FINISHED GRADE A - GENERAL Al. INSTALLATION OF GROUNDING ELECTRODE SYSTEM SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRIC CODE AND WITH ALL BUILDING CODES OF AUTHORITIES HAVING JURISDICTION. A2. GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOLID BARE COPPER BELOW AND ABOVE GRADE, UNLESS OTHERWISE NOTED AND SHALL BE ROUTED IN A DOWNWARD PATH TOWARDS GROUND BARS. A3. GROUNDING CONDUCTORS SHALL BE KEPT AS SHORT AND DIRECT AS POSSIBLE WITH MINIMUM BEND RADIUS OF 12 INCHES. A4. ALL BELOW GRADE CONNECTIONS SHALL. BE CADWELD TYPE CONNECTIONS AND ALL CONNECTIONS TO EQUIPMENT AND GROUND BARS SHALL BE 2-HOLE BRONZE COMPRESSION CONNECTORS UNLESS OTHERWISE NOTED. A5. GROUNDING CONDUCTORS SHALL BE BONDED TO CABLE SUPPORTS, ANTENNA FRAMES, AND ANY SUPPORT FRAMES OR RACKS USING EXOTHERMIC WELDS OR MECHANICAL CONNECTIONS. A6. CONTRACTOR SHALL PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS, STAINLESS STEEL HARDWARE SHALL BE USED THROUGHOUT. A7. GROUNDING CONDUCTORS EMBEDDED IN CONCRETE OR PENETRATING WALLS AND FLOORS SHALL BE ENCASED IN PVC CONDUIT. NO METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS UNLESS REQUIRED BY LOCAL CODES OR OTHERWISE INDICATED ON DRAWINGS. CONTRACTOR SHALL SEAL AROUND ALL CONDUIT PENETRATIONS TO PREVENT MOISTURE PENETRATION AND VERMIN INFESTATION. AS. BONDING OF GROUNDED CONDUCTOR (NEUTRAL) AND GROUNDING CONDUCTOR SHALL BE AT SERVICE DISCONNECTING MEANS. BONDING JUMPER SHALL BE INSTALLED PER N.E.C. ARTICLE 250-28. AS. CONTRACTOR SHALL VERIFY EXACT CONDUIT ROUTING FOR GROUNDING CONDUCTORS WHERE APPLICABLE AID. DOUBLING OR STACKING OF ANY GROUNDING CONNECTIONS IS NOT ACCEPTABLE B - PREPARATION B1. SURFACES: ALL CONNECTIONS SHALL BE MADE TO BARE METAL ALL PAINTED SURFACES SHALL BE FIELD INSPECTED TO ENSURE PROPER CONTACT. ALL GALVANIZED SURFACES ON WHICH GALVANIZING HAS BEEN REMOVED BY CUTTING, DRIVING, OR ANY OTHER OPERATION SHALL BE RE -GALVANIZED IN ACCORDANCE WITH ASTM A780 USING ZINC RICH" COATING AS MANUFACTURED BY ZRC CHEMICAL PRODUCTS COMPANY (LOCATED IN QUINCY. MASSACHUSETTS), OR ACCEPTABLE EQUAL NO WASHERS ARE ALLOWED BETWEEN ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON -OXIDIZING AGENT (-COPPER SHIELD' APPLIED PRIOR TO INSTALLATION. B2. GROUND BAR: ALL COPPER GROUND BARS SHALL BE CLEANED, POLISHED AND A NON -OXIDIZING AGENT ('COPPER SHIELD*) APPLIED. NO FINGER PRINTS OR DISCOLORED COPPER SHALL BE PERMITTED. C - LAND BUILDS AND CO -LOCATES Cl. WAVEGUIDE BRIDGE SHALL BE BONDED TO GROUND RINGS OR INTERCONNECTING CONDUCTORS WITH GROUNDING CONDUCTORS BONDED TO DIAGONALLY OPPOSED SUPPORT POSTS. C2. GROUND BARS SHALL BE BONDED TO GROUND RING WITH SINGLE GROUNDING CONDUCTOR. C3. BONDS TO ANTENNA MASTS, FENCE POSTS, WAVEGUIDE BRIDGE, TOWER STEEL (UNLESS PROHIBITED BY TOWER MANUFACTURER) AND THOSE BELOW GRADE SHALL BE EXOTHERMIC TYPE (CADWELD). ALL OTHER BONDS SHALL BE BRONZE 2-HOLE COMPRESSION FITTINGS UNLESS OTHERWISE NOTED. T-MOBILE GROUNDING REQUIREMENTS T7. COAX CABLE OUTER CONDUCTORS (SHIELDS) SHALL BE GROUNDED USING COAX GROUNDING KITS AT A MINIMUM OF TWO POINTS. INCLUDING AT ANTENNA AND AT MASTER GROUND BAR. THE COAXIAL CABLE SHALL NOT EXCEED 100 FEET BETWEEN GROUNDING KITS. T2. COAX CABLE ENTERING A BUILDING SHALL BE GROUNDED WITH COAX GROUNDING KITS TO AN INSULATED COAX GROUND BAR WHICH SHALL BE INSTALLED ON THE OUTSIDE FACE OF THE BUILDING, BELOW THE CABLE ENTRY PORTS. T3. WHEN COAX CABLES ENTER A BUILDING FROM A TOWER. THE COAX GROUND BAR AT THE BUILDING SHALL BE CONNECTED TO THE EXTERNAL GROUND RING USING #2 AWG BARE TINNED SOLID COPPER ISOLATED IN PVC CONDUIT. ELECTRICAL NOTES 11 1 GROUNDING NOTES 1 2 J REV DATE DESCRIPTION A 3112AS PRELIMINARY B 3/19AB REMSED 0 6/7/18 FOR PERMIT APX PROJECT NO.: 18-0157.02 DRAWN BY: A WARREN CHECKED W. M. ABBEY LI T PROPOSED T-MOBILE C3 50kW DIESEL GENERATOR PROPOSED T-MOBILE 4 5'-e X 8'-0' C3 CONCRETE PAD x� EXISTING 8't HIGH CHAIN -LINK FENCE W/ 3-STRAND BARBED WIRE (TYP.) x! ICI I LID D PROPOSED 1*0 CONDUIT v FOR EPO CONTROL D (SEE NOTES) n PROPOSED 1'0 CONDUIT I EXISTING FOR CONTROL WIRINGv GRAVELED A -A -A -A -A AREA PROPOSED 200 CONDUIT LLA —A —A PROPOSED 100 CONDUIT FOR POWER TT P — P — P FOR ALARM WIRING u C - C - C x I P P P y PROPOSED (2) riff CONDUITS PROPOSED 2Y CONDUIT � � - � ' FOR BATTERY CHARGER AND FOR POWER (SEE NOTES) I a I �`� a BLACK HEATER (SEE NOTES) n PROPOSED 2*0 CONDUIT PROPOSED T-MOBILE 0TI FOR POWER (SEE NOTES) 20M ATS P EXISTING T-MOBILE x a I AC PANEL EXISTING T-MOBILE / SITE SUPPORT CABINET (SMALL) u0 EXISTING T-MOBILE I TELCO EQUIPMENT EXISTING T-MOBILE n CIENA BOX x I u I \\ EXISTING T-MOBILE EXISTING T-MOBILE FRLB RRU FCOA CABINET I a (TYP. OF 3) EXISTING T-MOBILE COVP (TYP. OF 2) i a EXISTING UTILITY H-FRAME W/ T-MOBILE METER AND DISCONNECT I A/C A/C a DIES: 1. PROPOSED CONDUIT ROUTING IS SCHEMATIC ONLY, CONTRACTOR SHALL DETERMINE SUITABLE ROUTING IN THE FIELD. 2. TERMINATION OF NEW CONDUITS AT CABINETS SHALL BE COORDINATED WITH T-MOBILE FIELD MANAGER. 3. PROPOSED CONDUIT SHALL BE GALVANIZED RIGID STEEL APART FROM PORTION ENTERING EQUIPMENT CABINET, WHICH SHALL BE FLEXIBLE LIQUID TIGHT CONDUIT. 4. ALL CONDUIT TO BE ROUTED DIRECTLY OFF EQUIPMENT PAD AND RUN UNDERGROUND OR ATTACHED TO SIDE OF PAD. UTILITY ROUTING PLAN PROPOSED e T-MOBILE GENERATOR _ 0 — O _ G _ 0 EMERGENCY SHUT-0FF SWffCH x �- x EXISTING 12'-3' WIDE ACCESS GATE REV DATE DESCRIPTION A 3/12/18 PRELIMINARY B 3/19/18 REMSED 0 6/1/18 FOR PERMIT APX PROJECT N0'. 18-0167.02 DRAWN BY: A WARREN CHECKED BY. M. ABBEY 10 THIS DRAWING IS OOPYRIGHIED AND IS THE SOLE PROPERTY OF THE OWNER R IS PRODUCED SOLELY FOR USE BY THE OWNER AND DS AFFIWTES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WTIHOUT THE WRITTEN FEE ON OWNER. L U a ENGINEERING GROUP 340C LAKESIDE CRNE, SUITE 525 MIRAMPR, FL 33027 (954) 744-1538 CMWIRC71E OF AUTHORRATION 31948 T • 'Mobile: stick together' ���, V p' Ply♦�i♦ / ,��'Q• �G ENS•.: No. 68 2 T �I ST 4 ♦♦'♦S� • NAL• DATE OF SI LURE 6/7/18 A2PO309M SBA FL-17050 20000 OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEET NAME UTILITY ROUTING PLAN SHEET NUMBER 1 E2 EXISTING 200A, ' r -, SMOV, 10 HEAVY DUTY FUSIBLE DISCONNECT W/ 200A FUSES FROM SOURCE PROPOSED 3#3/0. 116G - PROPOSED 3#3/0, 1/613 - M L PROPOSED 200k 120/24011. 10 AUTOMATIC TRANSFER SWITCH (NON -SEPARATELY DERNED SYSTEM) r — - — - — - — -1 I SPARE (•1 I I HVAC #2 1 EXISTING AC PANEL EXISTING 200A PRIMARY & SECONDARY MAIN BREAKER W/ WALKING BEAM INTERLOCK EXISTING 200A, 120/240V 10 LOAD CENTER WITH 40 BREAKER POSITIONS PROPOSED 1'0 CONDUIT 1 HEATER I I, 2P-1 ODA 2P-50A I -.- FOR CONRIOL VMRES PROPOSED 1 0 CONDUIT SPARE (• SSC FOR CONTROL WIRES 2P-20A 2P-20A SPARE • SPARE O PROPOSED GENERATOR EPO 2P-20A SPARE Hog` (•) SPARE BREAKER NOT CONFIRMED, CONTRACTOR TO VERIFY. EXISTING AND PROPOSED AC ONE -LINE DIAGRAM 1 PANELNAME: T-MOBILE LOCATION: AC PANEL PANELRATING 200 AMPS PHASE 1 120240 VOLTS WIRE 3 X MCB RATING 200 AM MAIN LUG ONLY NO DESCRIPTION A B POE WIREGND COND COND GND WIRE POE A B DESCRIPTION N0. 1 SPARE(') - 202 202 SPARE I-) _ SPARE(') - 202 20/1 - -S AR ' 6 20/1 - SPARE(') - 2012 20/1 - 12 11 PAC HVAC#1 402 (E) (E) (E) (E) (E) (E) 402 HVAC #2 3 3 17 RECP GROUP#1 0.4 20/1 (E) (E) (E) (E) (E) (E) 2011 0.5 LIGHTS 18 19 RECPGROUP#2. - OA 20/1 (E) (E) (E) (E) (E) (E) 20/1 - 0.4 RECPGROUP#3 20 21 POWER FAIL 202 (E) (E) (E) 20/1 - SPARE(') 22 23 (E) (E) (E) 15/1 - 0.18 GFI 24 25 GEd BATTCHARGFR 2011 012 #12 1/2- 1511 SPARE(') 26 27 GEIBLOCKHETTER 20H #12 #12 12- SPACE 28 SPARE(') 1002 (E) (E) - (E) 502 82 } BBC 30 39 T�1�82 82 32 33 SPACE 202 SPARE r) 34 35 SPACE - 337 6 SPARE (') 202 !HE9.7 202 SPARE 1') 38 39 40 SUBTOTAL KVA(CONT) 0 0 SUBTOTAL KVA(CONT) SUB TOTAL KVA(NON-CONT) 9.78 SUBTOTAL KVA(NON-CONT) TOTAL KVA NON-CONT+125%CONT. 29.3 122.0 TOTAL ANDS (E) EXISTING V) SPARE BREAKER NOT CONFIRMED. CONTRACTOR TO VERIFY. REV DATE DESCRIPTION A 3/12/18 PRELIMINARY B 3/19/16 REVISED 0 6/7/18 FOR PERMIT APX PRDJECT NO.: 18-0167.02 DRAWN BF: A WARREN CHECKED BY: M. ABBEY 10 THIS DRAWNG IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND RS AFFILIATES. 'REPRODUCITON OR USE OF THIS DRAWING AND/OR THE INFORMATION CONFINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER G( U a ENGINEERING GROUP 3400 UI ESIOE DRIVE. SUITE 525 mlft 4 , FL M027 (054) 744-1538 CEB nFl M OF AURHORRATION 31948 T • -Mobile stick together' , ,��� • � .......... V E /g• � No. 6831 y D: Nu • ST IF s p�iA NAL••�0��, GATE OF S NRE 6/7/18 SBA FL-17050 2000O OKEECHOBEE ROAD FORT PIERCE, FL 34945 SHEEF NAME ELECTRICAL DETAILS I EXISTING AND PROPOSED PANEL SCHEDULE 1 2 J USED PROPOSED /2 SOLID BTCW EXOTHERMICALLY WELDED TO � BURIED GROUND RING (PROVIDE STAINLESS STEEL 2-HOLE LUG FOR CONNECTION GENERATOR % PROPOSED GENERATOR ) EMERGENCY SHUT-OFF SWITCH PROPOSED AUTOMATIC ED PROPOST-MOBILE i r/°° TRANSFER SWITCH GENERATOR PROPOSE T-MOBILE COPPER EGU ED PIMENT GROUND ORING G o PROPOSE v GROUND ROD AND a PROPOSED /2 AWC i INSPECTION WELL ES SOLID BARE TINNED (TYP.) CONDUCTOR (TYP.) 1 1 GENERATOR GROUNDING DIAGRAM REV DATE DESCRIPTION A 3/12/18 PRELIMINARY B 3/19/18 REVISED 0 6/7/18 FOR PERMIT APK PRWECT NO.: 18-0167.02 DMWN BY: A WARREN CHECKED BY: M. ABBEY 7H15 DRAWING IS COPYRIGHM AND IS THE SOLE PROPERTY OF THE OWNER B IS PRODUCED SOLELY FOR USE BY THE OWNER AND RS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMARON CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRRTEN PERMISSION OF THE OWNER. c)px ENGINEERING GROUP 3400 W MDE DRNE. SURE 525 Mff A , R M027 (954) 744-153B CERIIDCATE OF AU OR4ATON 31949 T • -Mobile stidttogether• E No. 68312 ;1 ST F : a R T v •VIAL DATE OF S TUBE: 6/7/18 2P0309M SBA FL-17050 20000 OKEECHOBEE ROAD FORE PIERCE, FL 34945 SHEET NAME GROUNDING DETAILS SHEET NUMBER 2 E4 REMOVABLE TEST �0, al\_'1 WELL COVER FS\-1.;{FS`K: FINISH GRADE ��"-SS -=' .\C{�- �14�t (SEE NOTE 1) '�'115" EXTERIOR GROUND NO SLAG OR 6• PVC RING, #2 SOLID, DEFORMITIES ALLOWED BARE, THINNED TEST LOOP FINISHED GRADE COPPER GROUNDING CONDUCTOR EXOTHERMIC v EXOTHERMIC WELD CONNECTION (TYP.) (THERMOWELD COMPACTED RACKFILL PARALLEL, N0 IN PVC 1•PIPESATTGROUND z Ii TO 95% OF PROCTOR \�= `I /\� \x\ DENSITY T-WELDS ALLOWED. CABLE LOCATION GROUND CABLE 3' COMPACTED N M / \ WARNING TAPE SAND FILL / COPPERCLAD STEEL ----------� PROPOSED MINIMUM BENDING RADIUS GROUND ROD 3fi• x 8 (TYP.) IRS•(�I POWER CONDUIT 45 DEGREES, TYPICAL JUMPER,2 SOLID, BARE, TINNED F---� COPPER GROUNDING CONDUCTOR 18• TRENCH OR AS REQUIRED BY POWER/TELEPHONE NOTES. COMPANY 1. CONTRACTOR SHALL PROVIDE PRE -CAST CONCRETE INSPECTION WELL WITH CAST IRON TRAFFIC RATED LID WHEN WELL WILL BE IN AN AREA WHERE THEY CAN BE DAMAGED 2. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODES. DEPTH MAY VARY. TRENCH DETAIL NTsl 11 WELD CONNECTION DETAIL NTs1 2 1 GROUND ROD INSPECTION WELL DETAIL NTsj 3 GALVANIZED STEEL END PIPE CAP (TYP.) T-MOBILE EMERGENCY SHUT-OFF SWITCH MOUNTED TO POST 1.0 CONDUIT FOR GENERATOR EMERGENCY SHUT-OFF SWITCH CONTROL WIRING PIPE BONDING CLAMP (TYP. FOR EACH METALLIC CONDUIT) 3.000 PSI O2 SOLID COPPER TINNED IN NMLT (NON-METAWC LIQUID -TIGHT) (TYP.) z 0 y 3§• WASHER 3§' x �' SS BOLT \"I,\\N I i x '5\ WASHER SS LOCK WASHER SS NUT 1'-0• GROUND BAR REV DATE DESCRIPnON A 3/12/18 PRELIMINARY B 3/19/18 REVISED 0 6/7/18 FOR PERMIT APK PROJECT NO.: 18-0167.02 DRAWN BY: A WARREN CHECKED BY: M. ABBEY THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF THE OWNER IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER a ENGINEERING GROUP R00 LA MDE DRNE, SUIM 525 MIRAMAR, R 33027 (954) 744-IWB LER nmm OF AUMORRATION 31948 T • -Mobile didt together' r" i No. 6631 1'0 ;N OR,aP DATE OF 2 NATURE e/7/18 A2P0309M SBA FL-17050 200M OKEECHOBEE ROAD FORT PIERCE, FL 34945 GROUNDING DETAILS EMERGENCY SHUT—OFF SWITCH DETAIL NTS 14 1 GROUND BAR CONNECTION DETAIL (TYP.) NTs 15 1 (NOT USED) 16J l E5