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19H G®?N 11rif p&flw r?6iEw' MITE; 1� PLUMB: DATE: MECH.,_ 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 "�-A2P0036B-PINNACLE (BU: 870159) 1100 DYER ROAD PORT ST LUCIE, FL 34952 LATITUDE 27°19'27.7680"N, LONGITUDE 80018'47.8404"W SITE e' Ft VICINITY MAP FROM T-MOBILE OFFICE PROCEED NORTHWEST ON CONCORD TERRACE TOWARD SAWGRASS CORPORATE PKWY, TURN LEFT ONTO SAWb"RASS CORPORATE PKWY. USE THE 2ND FROM THE RIGHT LANE TO TURN LEFT ONTO W SUNRISE BLVD, USE THE RIGHT 2 LANES TO MERGE ONTO FL-869 N VIA THE RAMP TO WEST PALM BEACH, MERGE ONTO FL-869 N. USE THE RIGHT 2 LANES TO TAKE EXIT 21A-8 FOR FLORIDA'S TURNPIKE N. MERGE ON TO FLORIDA's TURNPIKE, TAKE EXIT 142 FOR PORT ST LUCIE BLVD. HEAD EAST ON PORT ST LUCIE BLVD FOR 4.1 MILES TO US-1. TURN LEFT ON US-1 AND DRIVE NORTH FOR ABOUT 4.1 MILES TO DYER ROAD. TURN RIGHT AND HEAD EAST FOR 0.4 MILES TO SITE ON LEFT SIDE OF THE ROAD. DRIVING DIRECTIONS THIS IS AN APPLICATION FOR THE UPGRADE OF AN EXISTING WIRELESS FACILITY CONSISTING OF A .NEW GENERATOR AND CONCRETE PAD INSTALLATION. PROJECT DESCRIPTION APPLICANT/LESSEE MDCMC NAME T-MOBILE PROJECT MANAGER: DENISE CORREA PHONE: (954) 604-9031 PROPERTY INFORMATION OWNER: CROWN CASTLE INTERNATIONAL 6420 CONGRESS AVE. SUITE 2000 BOCA RATON. FL 33487 CONTACT: DEREK J. SMITH (717) 856-0045 HANDICAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. JURISDICTION: ST LUCIE COUNTY PARCEL ID: 3414-501-0713-250-6 PROJECT INFORMATION EQUIPMENT LOCATION: ® OUTDOOR ❑ INDOOR ANTENNA LOCATION: ❑ STEALTH POLE ® GUYED TOWER ❑ MONOPOLE ❑ ROOF TOP ❑ NEW TOWER ❑ OTHER PROJECT SUMMARY 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. 67H EDITION (201) FLORIDA BID D01C CODE 6. AMERICAN INSTITUTE OF STEEL 2. NATIONAL ELECTRIC CODE (NEC) WITH CONSTRUCTION SPECIFICATIONS (RISC) LOCAL. AMENDMENTS LATEST ED. 7. UNDERNRITERS LABORATORIES (UJ-) 3. ANSI/IIAIEIA APPUCABLE STANDARDS APPROVED ELECTRICAL PRODUCTS 4. LIFE SAFETY CODE NFPA-101-2018 8. LOCAL BUILDING CODE 5. 61H EDITION (2017) FLORIDA FIRE PREVENTION CODE 9. ClTY/COUNlY ORDINANCES10. 70 (2017) CODE COMPLIANCE CIVIL ENGINEER: KIMLEY-HORN AND ASSOCIATES, INC. 1920 WEIOVA WAY, SUITE 200 WEST PALM BEACH, FL 33407 (561) 845-0665 STRUCTURAL ENGINEER: N/A ELECTRICAL ENGINEER: WAYPOINT ENGINEERING AND EQUIPMENT LLC RUSSELL C. MORRISON 820 W. INDIANTOWN ROAD, SUITE 105 JUPITER, FLORIDA 33458 'PH: 561-252-1220 SURVEYOR: N/A TOWER ENGINEER: N/A PROJECT TEAM e � F Thiv daament Ia9eMc rIN Ne <m¢Dta mid deafpna preaenled nerW, m m L InaWncnl e/ aeice, Ia (ntmdcdm W. d Iyy tar the apedfle pwppae wd eflmt far rhlrh It rae Prepared Hdee v( E➢npraper rdlwcv pn acament M Ilhmt llal aaNmlzallm mtl atlaptatlon— Inc ehv0 he viMmt Ilah9lty tv prrdaY-Nmn mid Mwtlatev, Inc � I RECEIVED APR 2 3 2020 ST. Lucie County, Permitting - mlf1, SETBACK Cal. cIZC,t3T 9-I15 TEC . SHEET DESCRIPTION REV. T-1 COVER SHEET 0 G-1 GENERAL NOTES 0 0-1 SITE PLAN & EQUIPMENT LAYOUT PLANS 0 C-2 CONSTRUCTION DETAILS 0 " GENERATOR DETAILS 0 E-.1 ELECTRICAL NOTES 0 E-2 ELECTRICAL PLAN 0 E-3 ELECTRICAL PLAN 0 E-4 ELECTRICAL DETAILS 0 SHEET INDEX ISSUED FOR: GENERATOR UPGRADE DATE: JULY 2019 DESIGN: 6TH EDITION (2017) FLORIDA BUILDING CODE WIND LOADS (ASCE 7-10) ULTIMATE WIND SPEED = 160 MPH NOMINAL WIND SPEED = 124 MPH RISK CATEGORY II WIND EXPOSURE = C fi - -Mobile. 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PINNACLE 00036E 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUNTY URRENT ISSUE DATE: JULY 2019 SSUED FOR - GENERATOR UPGRADE EV.:--DATE:DESCRIPTION: ••''••.•�� DENSE �i � oe�23g7 ti �^Lu1 Cj�r�W+O �-ZJULY 24, 2019 b ' *Horn © 2019 KIMLEY-HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CA00000696 ROMDER: RAWN BY:=CHK.: APV.: GD MVM MVM CENSURE EN MARAJH PE 71455 CTORIA MARTIN PE 72397 M. MARAJH PE 84WO HEET' TIME COVER SHEET HEET NUMBER^REVISION' -1 KHA Job #: 044290125 STANDARD PROVISIONS INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS A TEMPORARY FACILITIES: WATER: A. COMPLIANCE ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN I. INSPECTIONS THE CONTRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND WATER IS NOT AVAILABLE TO THE CONTRACTORS ON SITE. ACCORDANCE WITH ALL APPLICABLE CODES (SOME OF WHICH ARE IN ADVANCE OF REQUIRED INSPECTIONS. INSPECTIONS THAT THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF - LISTED BELOW). ORDINANCES, AND AUTHORITIES HAVING WILL BE REQUIRED BY THE CPM OR OTHER DESIGNATED THE T—MOBILE SITE B. LIGHT AND POWER: JURISDICTION OVER THE WORK. UPON THE COMPLETION OF THE T—MOBILE REPRESENTATIVE ARE: B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE LIGHT AND POWER ARE AVAILABLE ON SITE. WORK, THE CONTRACTOR SHALL PROVIDE T—MOBILE WITH A CERTIFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LEGAL 1. INSPECTION OF GROUNDING SYSTEM FULLY EXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD C. TELEPHONE: DOCUMENTS TO VERIFY SUCH COMPLIANCE. WHERE NO CODES 2 PRACTICAL COMPLETION ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND EXIST, THE WORK SHALL CONFORM WITH THE 6TH EDITION (2017) FLORIDA NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOWN, EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE BUILDING CODE, AND/OR THE SPECIFICATIONS HEREIN, WHICHEVER IS THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING INDICATED OR SPECIFIED ON BOTH. ACCESS IF REQUIRED. GE MORE STRINGENT, AND A DOCUMENT STATEMENT SHALL BE THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT FURNISHED THIS EFFECT. IN A TIMELY MANNER. THE CONTRACTOR SHALL PROVIDE C. THE INTENTION OF DOCUMENTS IS TO INCLUDE ALL LABOR D. IF PERMANENT POWER 15 COMPLETED, ALL CONTRACTORS MAY DOCUMENTATION OF ALL INSPECTIONS. AND MATERIALS REASONABLY NECESSARY FOR AS PROPER USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN INDICATED PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE T—MOBILE'S' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL THE DOCUMENTS. FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND IT THE CONTRACTOR'S RESPONSIBILITY VERIFY REQUIRED INSPECTIONS AND TESTING. THE CONTRACTOR D. THE PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE PROPERLY STORED DURING NON —WORKING HOURS. COMM AND WITH THE GOVERNING CODES AND TO NOTIFY THE SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS. INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. TYPE OR QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. REFERENCE TO ANY STANDARD OR CODE OF PRACTICE IN THIS, CLEAN UP: SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION E. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED A. THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE CURRENT AT THE TIME OF AWARD OF THE CONTRACT. J. ENVIRONMENTAL PROTECTION AND SHALL BE CONSIDERED AS PART OF THE WORK HOWEVER, NO FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED THE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE CHANGES THAT ALTER THE CHARACTER INTENT OF THE DESIGN BY THEIR EMPLOYEES AT WORK, AND AT THE COMPLETION OF ACQUISITION SPECIAL STIPULATIONS AS OUTLINED IN THE JOB NOISE LEVEL: THE CONTRACTOR SHALL ENSURE THAT STATE WILL BE MADE OR PERMITTED BY T—MOBILE, THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT SPECIFICATIONS, OR AS DIRECTED. BY THE CPM. AND LOCAL REGULATIONS ARE COMPLIED WITH IN REGARD TO WITHOUT A CHANGE ORDER. THE BUILDING, INCLUDING ALL TOOLS, SCAFFOLDING AND ANSI/TIA/EIA APPLICABLE STANDARDS NOISE LEVELS PRODUCED BY HIS OR HIS SUB —CONTRACTOR'S SURPLUS MATERIALS, AND SHALL LEAVE THE WORK CLEAN AND GTH EDITION (2017) FLORIDA BUILDING CODE EQUIPMENT OR METHODS OF CONSTRUCTION. READY FOR USE. BUILDING OFFICIALS & CODE ADMINISTRATORS CONFLICTS B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS DUST CONTROL THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO LIMIT THE CREATION OF ANY DUST NUISANCE THAT REMOVE ALL TRACES OF SOIL, WATER MATERIALS, SMUDGES AND UNDERWRITERS LABORATORIES (U.L.) APPROVED ELECTRICAL PRODUCTS MIGHT ARISE DURING CONSTRUCTION TO THE SATISFACTION OF A. THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE OTHER FOREIGN MATTER. AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (AISC) THE LOCAL AUTHORITIES AND THE BUILDING OWNER. THE CPM RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM LIFE SAFETY CODE NFPA — 101-2018 MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME AS ANY THE SITE BEFORE ORDERING ANY MATERIALS OR PERFORMING ADJACENT SURFACES. - FEDERAL AVIATION REGULATIONS PARTICULAR DUST NUISANCE IS CONTROLLED TO THE ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE NFPA 55 (2016) AND 70 (2017) SATISFACTION OF THE CPM, LOCAL AUTHORITIES, AND ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE BUILDING OWNERS. DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS. ANY ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY FOREIGN MATTER. OCCUR SHALL BE SUBMITTED TO THE T—MOBILE 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM K. REINSTATEMENT CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATION ADJACENT SURFACES. PERMITS AND LICENSES BEFORE THE CONTRACTOR PROCEEDS WITH THE .WORK IN THE ANY PAVEMENT, FOOTPATH, CURB, GUTTERS, WALLS, FLOORS, AFFECTED AREA. 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT A. THE SITE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN SERVICES, AND EXISTING FEATURES OR OTHER PROPERTIES, .e FROM FINISHED SURFACES. EXPENSE, ALL REQUIRED LOCAL STATE, AND/OR COUNTY DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE _ B. THE CONTRACTOR, IF AWARDED THE CONTRACT, WILL NOT BE D. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL CONSTRUCTION PERMITS AND LICENSES. COPIES OF ALL PERMITS REINSTATED TO A CONDITION AT LEAST EQUAL TO THAT EXISTING BEFORE COMMENCEMENT OF OPERATIONS. ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER ACCEPTANCE FLOOR WAX SHALL BE OF THE ANTI —STATIC SHALL BE SENT TO CPM. APPROVALS FROM RELEVANT PLANNING OR THING- ABOUT WHICH THE CONTRACTOR MIGHT NOT HAVE TYPE.. BOARDS, ENVIRONMENTAL BOARDS, AND/OR OTHER COMMITTEES �. FULLY INFORMED HIMSELF PRIOR TO BIDDING. WILL BE SUPPLIED BY OTHERS, BUT MUST BE CONFIRMED BY THE L AS—BUILTS DRAWINGS SITE ACQUISITION SPECIALIST PRIOR TO THE APPLICATION FOR CONSTRUCTION PERMITS. THE CONTRACTOR SHALL PREPARE A RFD LINED SET OF -AS — BUILT DRAWINGS. THE FORM OF MARKED UP CONSTRUCTION CHANGE ORDER PROCEDURE: FAA APPROVAL WILL BE SUPPLIED BY OTHERS, BUT MUST BE PLANS 'SHALL BE STANDARD ACCEPTABLE TO THE T—MOBILE. SUCH CONTRACTS A. CHANGE ORDER MAY BE INITIATED BY THE CPM, AND OR THE CONFIRMED BY THE CONTRACTOR WITH THE CPM PRIOR TO THE DRAWINGS SHALL BE SUBMITTED TO T—MOBILE WITHIN TWO WEEKS FROM AND WARRANTIES A. EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN CONTRACTOR. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE CPM SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE COMMENCEMENT OF WORK. PRACTICAL COMPLETION AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL INVOICE. THE BUIDING PERMIT AT THE LOCAL JURISDICTION AS THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACTOR OF RECORD, AND PROVIDE SAID JURISDICTION WITH CONTRACT AMOUNT AND PRESENT TO THE CPM FOR APPROVAL 8. PRIOR TO COMMENCING THE WORK, THE CPM M. PRACTICAL COMPLETION ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN SHALL SCHEDULE AN ON —SITE MEETING WITH ALL MAJOR JURISDICTION. ACCORDANCE MATH PROCEDURES REQUIRED FOR CHANGE ORDER PARTIES TO THE PROJECT. THIS WOULD INCLUDE (THOUGH NOT THE FOLLOWING DOCUMENTATION SHALL BE PROVIDED TO T—MOBILE PROPOSALS. ANY CHANGES TO THE SCOPE OF WORK OR MATERIALS LIMITED TO) THE DESIGNATED ELECTRICIAN, LOCAL TELEPHONE WIRELESS PRIOR TO THE DATE OF PRACTICAL COMPLETION: WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN COMPANY, CARPENTRY FOREMAN (IF SUBCONTRACTED), A 1. ALL QUALITY ASSURANCE CHECKLISTS AS OUTLINED IN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE CPM. REPRESENTATIVE FROM THE LOCAL SPECIFIED WAREHOUSE AND THE PREVIOUS SECTIONS SHALL BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CPM OR HIS DESIGNATED REPRESENTATIVE. 2. WARRANTIES AND MAINTENANCE MANUALS, IF APPLICABLE STORAGE: C. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES 3. GROUND SYSTEM RESISTANCE TEST A. DO NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF 4. CERTIFICATE OF OCCUPANCY TOOLS OR MATERIALS WITHOUT THE CONSTRUCTION PROJECT RELATED DOCUMENTS AND COORDINATION: CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE MANAGER AND/OR BUILDING OWNER APPROVAL INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED A. GENERAL CARPENTRY, ELECTRICAL, AND ANTENNA DRAWINGS ARE TO THE ENGINEER FOR RESOLUTION AND INSTRUCTION AND NO B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY INTERRELATED. IN PERFORMANCE OF THE WORK, EACH FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS LOCATION AND IN A MANNER THAT WILL NOT OBSTRUCT THE CONTRACTOR MUST REFER TO ALL DRAWINGS. ALL CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE FLOW OF OTHER WORK. ANY EQUIPMENT OR MATERIAL STORAGE COORDINATION TO BE THE RESPONSIBILITY OF THE GENERAL SUCH INSTRUCTION MEANS. CONTRACTOR WILL HAVE WORKED AT HIS METHOD MUST MEET ALL RECOMMENDATIONS OF THE CONTRACTOR. OWN RISK AND EXPENSE. MANUFACTURER. D. THE CONTRACTOR SHALL BE EQUIPPED WITH A MEANS OF INSURANCE AND BONDS: _ CONSTANT COMMUNICATIONS, SUCH AS A CELLULAR PHONE OR A PROTECTION: PAGER, A. EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND SHOP DRAWINGS, MAINTAIN FOR THE DURATION OF THE PROJECT ALL A. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF INSURANCE AS REQUIRED AND LISTED AND SHALL NOT OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT A. CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND E. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY COMMENCE WITH HIS WORK UNTIL HE HAS PRESENTED A AND MATERIALS WILL PASS. LISTED IN THESE SPECIFICATIONS THROUGH THE GENERAL INCLUDING BUT NOT LIMITED TO PROTECTION OF ALL SITE PERSONNEL CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO B. PROVIDE PROTECTION FOR EQUIPMENT ROOM SURFACES PRIOR TO CONTRACTOR TO THE CPM. FOR REVIEW. AND THE GENERAL PUBLIC DURING THE ENTIRE SITE CONSTRUCTION THE GENERAL CONTRACTOR WHO SHALL, IN TURN. ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH S. ALL SHOP DRAWINGS TO BE REVIEWED. CHECKED, CORRECTED. PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTIONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS, AND 171E FORWARD A COPY OF ALL CF.RTIFlCATES. TO THE CPM. SURFACES. STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO LIKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI C. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND SUBMITTAL TO THE CPM. OCCUPATIONAL GUIDELINES. SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY CPM. F. PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER VERBAL OR WRITTEN TO CPM. G. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND PRODUCTS AND SUBSTITUTIONS: EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. REPAIRS AND REPLACEMENTS: A. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT FABRICATION OR H. COORDINATION WITH PUBLIC UTILITY AUTHORITIES A. IN EVENT OF DAMAGE, THE CONTRACTOR SHALL PROMPTLY MAKE INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST INCLUDE RELATED SPECIFICATION SECTION AND DRAWING THE CONTRACTOR SHALL COORDINATE WITH RELEVANT TO T—MOBILE AND/OR BUILDING OWNER. NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE AUTHORITIES THE WORKS THEY ARE TO BE CARRIED OUT. HE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE WITH THE OPERATIONS OF PUBLIC AND/OR PRIVATE UTILITY B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY AUTHORITIES, INSTALLING SERVICES ON THE SITE. INDICATE AND DESCRIBE THE ITEMS, PRODUCTS, AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL. IF THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTION DEEMED NECESSARY BY THE CPM, SUBMIT ACTUAL SAMPLES TO OF SUCH FACILITIES AND STRUCTURES DURING CONSTRUCTION THE CPM FOR APPROVAL IN LIEU OF CUT SHEETS. OF THIS SITE. ThN d.tn6 t.ge .,IN the —7ta and deal w tM ha . Na4,anenl e( aatl.c, la Ntmded and)) w Ne ap ft m,d —1 fm aAld, It .ae waDmad Peuae of and Tmwvpar Mmca an Wa dov .t ffw Niuoae .nttm mu Ii and ma,mnm ny Kuday-n.m and Aaaectata; o No0 De .._t ".11ty tc gM Yy m and Azaatlal.., Inc T -Mobile •Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PINNACLE 00036E 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUNTY CURRENT ISSUE DATE: JULY 2019 SSUED FOR: GENERATOR UPGRADE EV.:=DATE:DESCRIPTION: ly •,�GeNSE'' Tj�ire. dyoa 72 1 S'' S AB T a, T \pP•° �4 �jLY 24, 2019 , � .a• . as ED Horn © 2019 KIMLEY—HORN ANO A55OCIA7ES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FSPE CAGG000696 ROVIDER: RAWN BY.=CHK.: APV.. GD MVM MVM CENSURE: KEMN K MARAJH PE 71455 MAWA MCTOF6A MARTIN PE 72397 CHELSEA M. MARAJH PE 94300 HEET TITLE GENERAL NOTES HEET NUMBER: REVISION G=1 KHA Job #: 044290125 A/C EXISTING DISH ANTENNA NORTH 0 6 12 SCALE FEET EXISTING EQUIPMENT SHELTER A/C 110 EXISTING T-MOBILE PROPANE GENERATOR ON A 3'X7'-B" CONCRETE PAD. (REMOVE GENERATOR, TANK AND PAD TO BE REMOVED AND REPLACE WITH NEW) r / f ExlsnNc DISH A/C % EXISTING r ANTENNA f EQUIPMENT TRAILER f EXISTING EQUIPMENT f r TRAILER / f %rf/l/f1'/lr MSTING T- A/C EQUIPMENT MOBILE / CONCRETE PAD EXISTING ICE BRIDGE (TYP.) EXISTING T-MOBILE EXISTING ICE ICE BRIDGE (TYP.) BRIDGE (TYP.) 7/////F�-- EXISTING 480't GUYED TOWER EXISTING ICE BRIDGE (TYP.) EXISTING T-MOBILE ICE BRIDGE (TYP.) EXISTING T-MOBILE CONCRETE PAD EXISTING T-MOBILE TELCO EXISTINGFICABINET T-MOBILE BER BOX EXISTING T-MOBILE PPC EXISTING T—MOBILE EQUIPMENT LAYOUT PLAN LEGEND OA EXISTING T-MOBILE FCOA CABINET OB EXISTING T-MOBILE (TALL) SSC CABINET CO EXISTING T-MOBILE COVP OD EXISTING T-MOBILE (3) FRLB RRU'S AND (1) COVP MOUNTED TO EXISTING RACK O PROPOSED T-MOBILE 25DIESEL GENERATOR W/ 211 GAL TANK ON �E 4KW .� A PROPOSED 5'X8' CONCRETE PAD y NORTH O PROPOSED T-MOBILE GENERATOR ATS e � © PROPOSED T-MOBILE GENERATOR SHUT OFF SIMTCH e 0 4 8 SCALE FEET EXISTING f EQUIPMENT ON EXISTING UTILITY PROPOSED _ EEXIISTING CONCRETE PAD H-FRAME _ GENERATORPADMOBILE EXCO STRUC D IN SHELTER O f THE SAME CONCRETE PAD LOCATION AS THE EXISTING CALL 48HOURS j BEFORE YOU DIG 1, IT'S THE 9� Intwobd0W. DIAL 811 11 Qa idknlaft eUN&IINESTATEONECALLOFFLORIDA D7C. nb dmamimt, k-- — — c —t. and deaim�n --t. bcrtln. as m hmtrvmml o< ami la (ntmdcd ml fm ibe apndflc rtm. and cflml Im .mm le ... lianpm'�. I+.u.. nt ua irnoana•. r.mm�. a w. dnm.n.nt Ill,wt arfllm cuMarlmllan mid na�mum by wmiay-Nam and Aa.oaat.a Inc abcA be .Ilbaut ItobVlty tc IQerJey-flmn mid Aamcktaa, Inc 0 0 0 0 0 SITE PLAN EXISTING UTILITY rH—FRAME EXISTING MULTI—TENANAT METER CENTER 0 EXISTING BOLLARD (TYP. OF 6) EMERGENCY PUSH BUTTON NOTE 1. PROPOSED EMERGENCY STOP BUTTON MAINTAINED 50MM RED MUSHROOM PUSH BUTTON, EMERGENCY STOP ENGRAVED, BLACK BEZEL, WITH ONE N.C. CONTACT MODEL E22JLB2N88 BY EATON OR APPROVED EQUAL IN NEMA 3R HOUSING W/P600 CONTACT RATING DESIGNATION TO BREAK IGNMON POWER OF EMERGENCY GENERATOR (VERIFY CONTACT RATING AND EXACT WIRING WITH GEN.. MANUF.) SUPPLY AND INSTALL ENGRAVED PLAQUE STATING -T-MOBILE EMERGENCY STOP' 2. CONSTRUCTION INSTALLATION MAINTENANCE AND OPERATIONAL TESTING OF EPSS SHALL COMPLY THE LATEST ADOPTED EDITION OF NFPA 110. 3. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF NFPA 70 NATIONAL ELECTRICAL CODE O EXISTING T-MOBILE EXISTING T-MOBILE CONCRETE PAD ICE BRIDGE (TYP.) Eel EXISTING T-MOBILE TELCO CABINET EXISTING T-MOBILE FIBER BOX EXISTING T-MOBILE PPC PROPOSED T—MOBILE EQUIPMENT LAYOUT PLAN ROOD ZONE INFORMATION COMMUNITY NUMBER PANEL NUMBER SUFFIX DATE OF FIRM FIRM ZONE BASE FLOOD ELEVATION LOWEST FLOOR EU- 120285 0280 J 02/16/2012 X N/A N/A T --Mobile�� 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION. PINNACLE A2P0036B 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUNTY CURRENT ISSUE DATE: DULY 2019 SSUED FOR: GENERATOR UPGRADE EV.:=DATE:===DESCRIPTIONall �g s t � � 7�3g7 o. AT > •�! F ��,. �°� �JULY 24, 2019 .......... �k `', f * Horn © 2019 KIMLEY—HORN AND ASSOCIATES. INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CA00000696 ROVIDER: RAWN BY-X==CHK.: APV.. GD MVM MVM CENSURE: MARAJH PE 71455 F\1N CTORIA MARTIN PE 72397 M. MARAJH PE 84300 HEET TITLE SITE PLAN AND EQUIPMENT LAYOUT PLAN HEET NUMBER�:�=REVISION- -1 KHA Job #: 044290125 1. DESIGN: 6TH EDITION (2017) FLORIDA BUILDING CODE WIND LOADS (ASCE 7-10) ULTIMATE WIND SPEED = 160 MPH NOMINAL WIND SPEED = 124 MPH RISK CATEGORY II WIND EXPOSURE = C 2. STRUCTURAL STEEL - MATERIAL: STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 GRADE. STRUCTURAL TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE 6. STD PIPE AND TUBING SHALL CONFORM TO ASTM A53 AND SHALL BE SCHEDULE 40 UNLESS OTHERWISE NOTED. CONNECTIONS: DESIGN SHALL CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION. WELDING: SHALL BE DONE BY AN AWS CERTIFIED WELDER AND IN COMPLIANCE WITH AWS 01.1. ALL WELDS SIZES SHALL BE THE MAXIMUM ALLOWED BY THE MATERIAL BEING WELDED WITH E70XX ELECTRODES. BOLTS: A325—X, SIZE AS SHOWN ON DRAWINGS. STRUCTURAL SLAB: CONCRETE: CONCRETE FOR THE SLAB SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI, AND A MAXIMUM W/C OF 0.45. PEAROCK AGGREGATE MIX SHALL NOT BE USED. FIBER REINFORCEMENT: USE ONLY 100% VIRGIN POLYPROPYLENE MD FIBERS CONTAINING NO REPROCESSED OLEFIN MATERIALS. APPLICATION PER CUBIC YARD SHALL EQUAL 0.1% (1.5 LBS) BY VOLUME. 3. HOT DIP GALVANIZE ALL STRUCTURAL STEEL TOUCH UP ALL FIELD WELDS AND ABRADED AREAS WITH TWO COATS OF GALVANIZED PAINT. 4. CONTRACTOR / STEEL FABRICATOR: VERIFY ALL DIMENSIONS AND EXISTING SITE CONDITION BEFORE ANY STEEL FABRICATION. CARE SHALL BE TAKEN BY THE CONTRACTOR TO VERIFY AND LOCATE ANY EXISTING OBSTRUCTIONS THAT MAY INTERFERE WITH THE PLACEMENT OF THE ANTENNAS. IF ANY CONFLICTS EXIST, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SUBMIT ANY PROPOSED CHANGES TO THE ENGINEER FOR APPROVAL 5. CONTRACTOR / STEEL FABRICATOR SHALL CONFORM TO THE MINIMUM EDGE :DISTANCE REQUIREMENTS IN ACCORDANCE TO THE AISC MANUAL OF STEEL CONSTRUCTION. 5. 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. 7. CONTRACTOR / STEEL FABRICATOR SHALL CAP OR SEAL ALL PIPES AS REQUIRED TO PREVENT RAINWATER INTRUSION. e. EXISTING VEGETATION, DEBRIS, ORGANIC AND DELETERIOUS MATERIALS SHALL BE REMOVED FROM BELOW THE CONCRETE PAD / FOOTINGS. SOIL WITHIN A MINIMUM OF 2 FEET BELOW THE BOTTOM OF THE PAD / FOOTINGS SHALL BE COMPACTED TO 98% OF THE MAXIMUM DRY DENSITY PER THE MODIFIED PROCTOR TEST (ASTM D1557). 9. ADEQUATE DRAINAGE SHALL BE PROVIDED: SUCH THAT NO STANDING WATER IS ALLOWED ON THE SLAB AND WASHOUT BENEATH THE SLAB IS PREVENTED. 10.' CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION. 11. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 2" UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH SHALL HAVE A MINIMUM CONCRETE COVER OF 3". 12. DESIGN BEARING PRESSURE: 2,000 psf. SOIL CLASSIFICATION: FOOTING TO BE SUPPORTED BY AT LEAST 4'-0" OF WELL COMPACTED SOIL SEE NOTE 8. GENERATOR STRUCTURAL NOTES ui• a"aona.� maau� •iu u• .*na.ls wa arnana pmml.e n.mx, as w .tuaa! .mta wuanaaua" ana 1 ae—H— -E A��.r-x,m e N.way.a v,� .nm e. •ivaa, uanoiey ea pMey-Ham aneleha, Inc N� 16" THICK FIBER REINFORCEMENT CHAMFER (TYP) CONCRETE SLAB PROPOSED F.F.E. 1'-0" AG �- EXISTING GRADE • SEE SOIL COMPACTED NOTE 8 THIS SHEET . PROPOSED GRAVEL WITH WEED CLOTH (RESTORE ADJACENT GRADE TO.EQUAL OR BETTER COND.) SECTION A —A N.T.S. GENERATOR SUPPORT PAD NOT TO SCALE FINISHED GRADE, PAVING MATCH SLOPE AND THICKNESS OF EXISTING \Y Y UNDISTURBED GROUND o \ __=__= =========—\\ c ------ I COMPACTED BACKFILL icy � c .i. -� BACKFILL (SAND OR NATIVE SOIL) P'�[\ FUTILITY WARNING TAPE ---POWER CONDUIT WHERE APPLICABLE COORDINATE TELEPHONE CONDUITS SIZE AND TYPE WITH WHERE APPLICABLE 2" MIN. LOCAL UTILITY COORDINATE SIZE AND 4" MIN. TO SECONDARY ELECTRIC - TYPE WITH LOCAL UTILITY (1 ACTIVE, 1 SPARE 12" MIN. TO PRIMARY ELECTRIC CONDUIT AS REQUIRED) 6" MIN (TYP) SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS. BACFILL TO BE PLACED IN LIFTS NOT TO EXCEED 6". JOINT SERVICE TRENCH BURIED CONDUIT ELEC/TELE NOT TO SCALE T - Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PINNACLE A2P00366 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUNTY URRENT ISSUE DATE: JULY 2019 SUED FOR: GENERATOR UPGRADE I EV.:=DATE:===DESCRIPTION: r N S•��� i No.72397 : � = :. STAT • � ,� ••.,•ay' F IS.•, •'`,'!'N" Q Y 24, 2019 E ua ,"aa '1M eV* Horn © 2019 KIMLEY—HORN AND ASSOCIATES. INC. 1926 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FSPE CA00000696 ROVIDER: RAWN BY:=CHK.: APV.: GO MVM MVM CENSURE: KEVIN K. MARAJH PE 71455 MARIA NCTORIA MARTIN PE 72397 CHELSEA M. MARAJH PE 84WO HEET TITLE CONTRUCTION DETAILS HEET NUMBER=========REVISION C.2__j KHA Job #: 044290125 Hil I 0 I 0 SH BUTTON 1. PROPOSED EMERGENCY STOP BUTTON MAINTAINED 50MM RED MUSHROOM PUSH BUTTON, EMERGENCY STOP ENGRAVED, BLACK BEZEL, WITH ONE N.C. CONTACT MODEL E22JLB2N88 BY EATON OR APPROVED EQUAL IN NEMA 3R HOUSING W/P600 CONTACT RATING DESIGNATION TO BREAK IGNITION POWER OF EMERGENCY GENERATOR (VERIFY CONTACT RAPING AND EXACT WIRING WITH GEN. MANUF.) SUPPLY AND INSTALL ENGRAVED PLAQUE STATING "T-MOBILE EMERGENCY STOP" 2. CONSTRUCTION INSTALLATION MAINTENANCE AND OPERATIONAL TESTING OF EPSS SHALL COMPLY THE LATEST ADOPTED EDITION OF NFPA 110. 3. ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF NFPA 70 NATIONAL ELECTRICAL CODE NOTE 1. CONTRACTOR SHALL EQUIPPED TANK WITH A 5 GAL SPILL CONTAINMENT AT FILL PORT TO PREVENT SPILL OF FUEL DURING FILLING OPERATIONS 2. FUEL TANK SHALL BE PROVIDED WITH LEAK GAUGE FOR LEAK DETECTION IN THE INTERSTITIAL SPACE OF THE DOUBLE WALL FUEL TANK, GAUGE TO BE AN AT -A -GLANCE LEAK GAUGE BY "KRUEGER SENTRY GAUGE' OR APPROVED EQUAL 3. ALL FUEL STORAGE EQUIPMENT AND ACCESSORIES TO BE F.D.E.P. PRODUCT APPROVED 4. ABOVE GROUND DOUBLE -WALLED FUEL STORAGE WITH ABOVE GROUND PIPING INSTALLATION APPLICATION FOR EMERGENCY GENERATOR ONLY 5. CONTRACTOR SHALL PROVIDE A NON-SMOKING SIGN ON GENERATOR METAL ENCLOSURE. 6. THIS UNIT IS NOT SUBJECT TO VEHICULAR TRAFFIC. 7. GENERATOR IS CLASS 84. LEVEL 2, TYPE 60 PER THE REQUIREMENTS OF NFPA 110. 8. NFPA 704 TANKS SHALL HAVE WARNING SIGNS TO INDICATE FLAMMABLE, NO SMOKING PLACARD. STORAGE TANK INFORMATION TANK TANK CAPACITY MANUFACTURER PRODUCT OVERFILL TYPE OF TYPE OF PIPING STEEL VENT_ NO. (GALLONS) FOEP EQII STORED EQUIPED OVERFILL INTERSTICE CONSTRUCTION RISER HT. GE14ERAC 25KW GEN. LOCKABLE 1 211 GAL W/ 211 GAL ULg142 DIESEL FUEL YES 5 GAL FUEL VISUAL STEEL 3" DOUBLE WALL TANK CONTAINMENT NOTE: THERE ARE NO DOORS OR WINDOWS WITHIN THE 10' EXHAUST BUFFER. e F mi. aamnnnf, =n h .Im ue em pb one aaalana preaentM nocx� ea m E uab�onenl of avNccee.. la xtmeW and[ fat Ua apecifle pivpoae mie �ml Im vnld It vm t pnparaLL .' a aone unpropet rellm�ce an We eat�vnvnt Imwt werizRone b- aumaeaptatlan �y gmley-Ham and AaeodaLa xc snap be vimaut IlahNty W pMer-Horn a Anwtlalav, Inc TANK BASE •,�' PROPOSED.•k CONCRETE SLAB < PER NFPA 704 HEALTH -1. BILITY -2. INSTA IUTY -0) 0 BY T-MOBILE ------- (4) 5/60 X 4' HEX HEAD FULL THREAD TAP BOLTS DSED RD.E.P. APPROVED 211 )NS DOUBLE WALL BASED DIESEL TANK WITH LEVEL GAUGE AND AUDIBLE d SENSOR THAT WILL ATE ® 90% OF FUEL CAPACITY RACTOR TO LOCATE d SENSOR AL CLOSE AS 95" ,PROPOSED CONCRETE, SLAB FRONT VIEW SIDE VIEW ATTACH TANK BASE W/ (8) 1/2" DIA HILTI HY150 EPDXY ANCHORS WITH 4* MIN. EMBEDMENT INTO CONCRETE SLAB PER MANUFACTURER'S SPECIFICATIONS. GENERATOR DETAIL N.T.S. _� 2- PROPOSED BOTTOM OF GENERATOR PROPOSED F.F.E. V-0' AGL r1 EXISTING GRADE INSTALL WARNING SIGNS ON BOTH SIDES (SEE NOTE 8) s 's_ I GENERATOR METAL ENCLOSURE I GENERATOR EXHAUST 2.5" DIA. ROCHESTER GAUGE W/ELECTRIC SENDER INTERSTITIAL MONITORING "LEAK GAUGE' 5 GALLON OVER SPILL BUCKET REMOTE ANNUNCIATOR FUEL LOCKABLE FUEL FILL 1-1/4" VENT 3" VENT STORAGE TANK PIPING LAYOUT N.T.S. T - -Mobile 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PINNACLE A2P0036B 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUNTY CURRENT ISSUE DATE: JULY 2019 SSUED FOR: GENERATOR UPGRADE REV.:--DATE:===DESCRIPTION: �GENSF°� 1 f/ / No.72397 * = STATE Ry�Q;••�`®JULY 24, 2019 'fi0ni y* Horn © 2019 KIMLEY—HORN AND ASSOCIATES, INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CA00000696 WADER: RAWN BY:=CHK.: APV.: GD MVM MVM CENSURE: KEMN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 CHELSEA M. MARAJH PE 84300 HEEf TITLE GENERATOR DETAILS HEEf NUMBER::�=REVISION C=3 KHA Job #: 044290125 �a e i off':�a�ia mia�a a om an�`i>'ti,�'ape«��pa� aauiaee �•ai io.m' �^A it .aacprewmee. Reuse of e pr� relianca l�bocvmml �>�.pf H� anpn ea .nna,f�oenii, a K�uNom a eNs,��«ef•. i,,.. a ef. ELECTRICAL SYSTEM NOTES 1. GENERAL A THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR FOR A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR A COMPLETE SYSTEM SHALL BE INCLUDED. B. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. C. ALL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE AND THE LOCAL BUILDING CODES. ALL COMPONENTS SHALL BE U.L APPROVED. D. THE CONTRACTOR SHALL BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. E. EXACT LOCATION OF ALL EQUIPMENT SHALL BE COORDINATED WITH WIRELESS CARRIER, THE BUILDING OWNER AND OTHER TRADES. F. WHERE EQUIPMENT IS SPECIFIED BY MANUFACTURER AND TYPE, SUBSTITUTION SHALL ONLY BE MADE WITH THE APPROVAL OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT DETAILS OF PROPOSED MATERIALS, REASON FOR CHANGE AND CHANGE IN CONTRACT AMOUNT. 2. SCOPE OF WORK A THE CONTRACTOR SHALL PROVIDE ALL ELECTRICAL WIRING AND EQUIPMENT UNLESS OTHERWISE INDICATED. MAIN COMPONENTS ARE AS FOLLOWS: 1. PROVIDE ELECTRICAL SERVICE AS INDICATED ON THE DRAWINGS. 2. PROVIDE SERVICE EQUIPMENT MOUNTED AS DIRECTED BY CARRIER AND AS INDICATED ON THE DRAWINGS. 3. PROVIDE TELEPHONE CONDUIT WITH PULL WIRE AND CABLE AS INDICATED ON DRAWINGS. 4. COORDINATE ELECTRICAL SERVICE WITH POWER CO. CONTACT REPRESENTATIVE & OBTAIN FAULT CURRENT LETTER PRIOR TO CONSTRUCTION. CONTRACTOR SHALL MAKE ADJUSTMENTS TO CIRCUIT BREAKERS TO MEET FAULT CURRENT WHEN NOT USING CURRENT LIMITING FUSES. .. 5. COORDINATE TELEPHONE SERVICE WITH THE TELEPHONE CO. CONTACT REPRESENTATIVE PRIOR TO CONSTRUCTION. 6. INSTALL WIRE AND CONDUIT AS INDICATED. PROVIDE CABLE SUPPORTS AS INDICATED. 7. PROVIDE GROUNDING AND LIGHTNING PROTECTION SYSTEM AS INDICATED. B. RESTORE ALL AREAS TO ORIGINAL CONDITION AFTER INSTALLATION OF CONDUIT. 9. CONTRACTOR SHALL CLEARLY LABEL DISCONNECTS AND OTHER RELATED GEAR. 10. AT TIME OF PLAN PERMITTING, CONTRACTOR SHALL APPLY FOR A THIRTY (30) DAY TEMPORARY POWER PERMIT FOR TESTING PURPOSES. 3. CONDUIT A CONDUIT SIZES AS SHOWN ON THE DRAWINGS ARE A MINIMUM. THE CONTRACTOR MAY INCREASE AS REQUIRED FOR EASE OF PULLING. B. CONDUIT TYPES SHALL -BE AS FOLLOWS UNLESS OTHERWISE INDICATED: 1. ALL ABOVE GRADE CONDUIT SHALL BE RIGID GALVANIZED STEEL 2. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 PVC. 3. CONCEALED CONDUIT IN WALLS OR ABOVE CEILING SHALL BE EMT. C. ALL EXPOSED CONDUIT SHALL BE NEATLY INSTALLED AND RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. SUPPORTS AND MOUNTING HARDWARE GROUNDING PROTECTION SYSTEM NOTES SHALL BE HOT DIPPED GALVANIZED STEEL NYLON. INSULATED BUSHINGS SHALL BE USED ON ALL CONDUIT TERMINATIONS. D. FLEX CONDUIT SHALL BE LIQUID TIGHT FLEXIBLE METALLIC CONDUIT. E. NO CONDUIT SHALL BE INSTALLED IN LIFE SAFETY AREAS SUCH AS STAIRWAYS. F. CONDUIT ROUTES ARE SCHEMATIC. FIELD VERIFY ROUTE BEFORE BID. COORDINATE ROUTE WITH WIRELESS CARRIER AND BUILDING OWNER. G. WEATHERPROOF HUBS SHALL BE USED FOR ALL TOP AND SIDE PENETRATIONS TO ENCLOSURE LOCATED OUTDOORS. 4. CONDUCTORS A CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN WITH 75 DEGREE C RISE INSULATION. 5. PULL BOXES AND JUNCTION BOXES A INTERIOR ENCL SHALL BE NEMA 1. EXTERIOR ENCL SHALL BE NEMA 3R. 6. GROUNDING A PROVIDE GROUND SYSTEM AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY THE NATIONAL ELECTRIC CODE AND RADIO EQUIPMENT MANUFACTURER. B. ALL RACEWAYS REQUIRE GROUNDING CONDUCTORS. BONDING CONDUCTORS THROUGH THE RACEWAY SYSTEM SHALL BE CONTINUOUS FROM MAIN SWITCH GROUND BUSES TO PANEL GROUND BARS, AND FROM PANEL GROUNDING BARS TO BRANCH CIRCUIT OUTLETS, MOTORS, LIGHTS, ETC. THESE GROUND CONDUCTORS ARE REQUIRED THROUGHOUT THE PROJECT REGARDLESS OF WHETHER CONDUIT RUNS SHOW GROUND CONDUCTORS ON THE DRAWINGS. C. COORDINATE WITH ENCLOSURE SUPPLIER TO INSTALL TELCO GROUND BARS BELOW THE TELCO BOARD. CONNECT TO MAIN GROUNDING SYSTEM. 1. PROVIDE 'CABLE ENTRANCE GROUND BAR' (CEGB), 3-H X 6'L X 1/4-D. MOUNT AT 11. ELECTRICAL CONTRACTOR SHALL TAKE MEGGER READINGS OF GROUND. THE RESULTS TELCO CABINET. COORD. INSTALLATION WITH CPM. SHALL NOT BE GREATER THAN 5 OHMS. 2. PROVIDE A GROUND RING BURIED A MINIMUM OF 18' BELOW GRADE. THE GROUND RING SHALL BE INSTALLED A MINIMUM OF 2'-0' AWAY FROM THE FOUNDATION UNLESS SHOWN ON DRAWING. 3. BOND FENCE POST TO GROUND RING USING AN EXOTHERMIC WELD. BOND FENCE GATE TO POST WITH A FLEXIBLE COPPER JUMPER STRAP MECHANICALLY OR EXOTHERMICALLY. TYPICAL FOR ALL FENCE PLANES WITHIN 12 FEET OF TOWER FOUNDATION. FOR FENCE PLANES BEYOND 12'. EXTEND 1#2 TO EACH FENCE PLANE TO ANY PLANES WITHIN 50'. 4. BOND DISCONNECT SWITCH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO BURIED GROUND RING AS THEY CROSS. 5. EACH LEG OF THE WAVEGUIDE STRUCTURE SHALL BE INDIVIDUALLY BONDED TO THE BURIED GND RING. EXOTHERMICALLY WELD CONNECTIONS AT POST FOR WAVEGUIDE STRUCTURE AND BURIED GND RING. PLACE 5/8'XlO' COPPERCLAD GND ROD AT 10' INTERVALS ALONG WAVEGUIDE PATH. 6. BOND REBAR IN CONCRETE FOR COMMUNICATION STRUCTURE AND EQUIPMENT PAD TO BURIED GROUND RING. EXOTHERMICALLY WELD A #2 TINNED SOLID COPPER CONDUCTOR TO THE REBAR AND CONNECT TO THE BURIED GROUND RING. 7. PROVIDE INSPECTION SLEEVE AT MAIN SERVICE GROUNDS. EXOTHERMIC CONNECTIONS. B. PROVIDE BONDING CONDUCTOR(S) FROM THE BURIED GROUND RING TO THE ANTENNA CABLE BUS BAR AT POINT JUST INSIDE OF THE COMMUNICATION STRUCTURE EXIT. VERIFY EXACT LOCATION OF COPPER BUS LIAR FOR PROPER CONDUCTOR LENGTH. FINAL EXOTHERMIC WELDS TO COPPER BUS BAR BY THE ANTENNA CABLE INSTALLER. 9. EXOTHERMICALLY WELD BONDING CONDUCTOR TO COMMUNICATION STRUCTURE LEG AT 1'-0' ABOVE PAD AND BOND TO BURIED GROUND RING. PROVIDE A 3/4- PVC SLEEVE WITH A GRADUAL BEND IN THE CONCRETE FOUNDATION. 10. 5/8'X10'-0' LONG COPPER CLAD GND ROD AS SHOWN ON PLAN (NON- LINEAR). TYPICAL FOR ALL GROUND RODS SHOWN. USE STAINLESS STEEL HARDWARE WHERE APPLICABLE. ABBREVIATIONS ANT ANTENNA AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE RWY RACEWAY TYP. TYPICAL RGS RIGID GALVANIZED STEEL EMT ELECTRICAL METALLIC TUBING DWG DRAWING LPS. LIGHTNING PROTECTION SYSTEM S.S. STAINLESS STEEL PNL PANEL CLF. CURRENT LIMITING FUSE CPM CONST. PROJ. MANAGER 12. ALL CONNECTIONS TO GROUND SYSTEM SHALL BE MADE IN LINE WITH BENDS NOMINAL 12' RADIUS IN THE DIRECTION OF CURRENT FLOW. T-CONNECTIONS WILL NOT BE ALLOWED. 13. ALL BENDS IN GROUND WIRES SHALL BE NOMINAL 12' RADIUS. 14. ANTENNA CABLES SHALL BE BONDED AT EACH END. RUNS GREATER THAN 150' SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COORDINATE LOCATION WITH WIRELESS CARRIER'S PROJECT MANAGER. 15, WHEN APPLICABLE, CONTRACTOR SHALL BOND FRAMES TO EACH OTHER AND TO GND RING VIA TWO PATHS. COORDINATE WITH WIRELESS CARRIER PROJECT MANAGER. 16. CONTRACTOR CAN PROVIDE ONE OF THE FOLLOWING AS DIRECTED BY THE PROJECT MANAGER: THE SECOND OPTION IS PREFERRED. A CADWELD EACH CABINET GROUND WIRE TO GROUND RING AS SHOWN IN EQUIPMENT GROUND DETAIL B. CADWELD EACH WIRE TO A 1/4-X4'X24' MIN. COPPER BUS BAR LOCATED BEHIND RADIO CABINET. EXTEND A #2 WIRE FROM EACH END OF COPPER BUS BAR TO GROUND RING. 17. PROVIDED BRAIDED BONDING JUMPERS BETWEEN EACH GATE AND POST (OPTIONAL). 19. CONTRACTOR SHALL PROVIDE EXOTHERMIC BONDING AT ALL BURIED GROUND RING CONNECTIONS, STRUCTURAL EQUIPMENT FRAME, SERVICE RACK(S), EXISTING TOWER GROUND RINGS, AND AS INSTRUCTED BY METROPCS CPM. 20. CONTRACTOR SHALL PROVIDE MECHANICAL BONDING AT ALL ANTENNA SECTOR GROUND BARS, ALL ELECTRICAL EQUIPMENT DISCONNECTS, TRANSFORMERS, J-BOXES, PANEL - BOARDS, CABINETS, AND MAIN GROUND BAR AS DIRECTED BY METROPCS CPM. ALL MECHANICAL CONNECTIONS SHALL BE PROPERLY TERMINATED W/ LUGS, NUTS & BOLTS. 21. CONTRACTOR SHALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN DISSIMILAR METALS. SYMBOLS • CADWELD TYPE CONNECTION O5/8' X10'-O' COPPERCLAD GRND. ROD W/INSP. SLEEVE O5/8' X10'-0' COPPERCLAD GRND. ROD ■ MECHANICAL TYPE CONNECTION --- g2 TINNED SOLID BARE CU WIRE - - - UNDER GROUND TELCO CONDUIT UNDER GROUND ELECTRIC CONDUIT C01 CONDUIT TAG 1; REFER TO RISER M-1,3 CONDUIT TAG 1; PANEL SCHEDULE ® GENERATOR RECEPTACLE ELECTRICAL SYSTEM NOTES ® WAYPOINT W81° 21.10' ENGINEERING AND EQUIPMENT LLC 820 W. INDIANTOWN ROAD, SUITE 105 JUPTTER, FLORIDA 33458 PHONE: 561-252-1220 FLORIDA CA #29673 RUSSELL C. MORRISON, P.E., #51567 CHARLES G. NETO, P.E., #51540 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PINNACLE A2P00368 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUNTY URRENT ISSUE DATE: JUNE 2019 SSUED FOR: GENERATOR UPGRADE EV.:=DATE:-DESCRIPTION: SEAL . UCENs� S .N U11E 5, 2019 LAN5_'O'W,4RED �Y �;� © 2017 KI,GI�ryO FMAN 4�550 ' /c `�\ 1' 1\ VA 1920 WEKIWA�I }SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CA00000696 ROVIDER: RAWN BY:=CHK.: APV.: GD I MW WM ]CENSURE: KEVIN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTILES PE 70645 HEET TITLE ELECTRICAL NOTES HEET NUMBER .-==========R EVISION: E-1 KHA Job #:- F_ 044290125 PROPOSED 2P-200A PANELBOARD T-MOBILE WIRE SIZE COND SIZE BUS AMPS LOAD POLES AMPS BUS L7 AMPS POLES LOAD II BUS AMPS WIRE SIZE COND SIZE Ll L2 L1 0 0 SURGE PROTECTOR 2 100 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 10 1 SPARE 3 15 1 GFCI 1 8 8 NOT LABELLED 2 30 60 2 BTS 15 15 12 12 SSC 2 50 20 1 GENERATOR BLOCK HTR 1 5 12 # 3 4 20 1 GENERATOR BATE CHGR 1 RATED VOLTAGE: 0 120/240 ❑ 1 PHASE, 3 WIRE BRANCH POLES: ❑12 U24 ❑30 ❑42 APPROVED MF'RS. RATED AMPS: ❑125 E200 ❑400 ❑ CABINET. ESURFACE [I FLUSH NEMA ❑l E3R ❑4X ❑MAIN LUGS ONLY IMAJN 200 AMPSO BREAKER El FUSED SWATCH ■HINGED DOOR E KEYED DOOR LATCH ❑FUSED N CIRCUIT BREAKER BRANCH DEVICES ❑ TO BE GFCI BREAKERS FULL NEUTRAL BUS IGROUND BUS ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10,000 AMPS SYMMETRICAL PANELBOARD SCHEDULE 11 1 PROPOSED 25KW T—MOBILE DIESEL GENERATOR ON PROPOSED CONCRETE SLAB, SEE MANUFACTURER'S SPECIFICATIONS IIIII IIIII 1^ .4#2 SOLID TINNED COPPER I GROUNDING JUMPER TOMECHANICAL CONNECTION GROUNDYP) Ij �RING (TTO GENERATOR INSTALL 5/8" GROUND ROD AND— CADWELD (TYP) INSPECTION SLEEVE AS NEEDED TO MEET MAXIMUM 5 OHM RESISTANCE IIII / READING TO GROUND EXISTING #2 SOLID TINNED COPPER I GROUND RING (LOCATE) 2 CAT-6 CABLES IN 3/4" CONDUIT j ' I (IIII EXISTING FBIN ' `3#14, 3/4"C, FOR GENERATOR / CABINET I rye EMERGENCY SHUT OFF SWITCH / ������2#14, \3#3/0. 1#6, 2"C E%[STING / SSC 3/4"C, LOW VOLTAGE CABINET I I I 5#12, 3/4-C I IIII �� I IIII I IIII I IIII PROPOSED 2P-200A 120/240V NEMA 3R AUTOMATIC EXISTING ICE TRANSFER SWITCH BRIDGES F1#6, 2"C 2#14. 3/4"C, EXISTING T-MOBILE UTILITY RACK MONITORING' I CADWELD #2 SOLID PROPOSED 2P-200A 2 COPPER GROUNDING ,� POSITION T-MOBILE LO JUMPER TO GROUND CENTER RING (TYP) ��PROPOSED GENERATOR MECHANICAL EMERGENCY SHUT OFF SWITCH 4 CONNECTION 1 3#3/0, 1#6, 2"C ROUTE TO SOUTH END OF AD TO ATS w COMPOUND (CONTINUATION THIS SHEET) X X #2 SOLID TINNED COPPER GROUNDING JUMPER TO GROUND RING (TYP) EXISTING PANELBOARD 12 1 ELECTRICAL SITE PLAN (NORTH END OF COMPOUND) 13 T3#3/0, 1#6, 2"C (CONTINUATION THIS SHEET) EXISTING METRO PCS 0 2P-200A DISCONNECT p SWITCH (PULL NEW SERVICE FROM THIS LOCATION) _ O I N24.4212' EXISTING 100A T-MOBILE ' ® WAYP01 NT EXISTING MULTI -TENANT DISC SWITCH (ABANDON) cu wet^zrly UTILITY RACK 1 I — — — — — — — — — — — — ENGINEERING AND EQUIPMENT LLC 820 W. INDIANTOWN ROAD, SUITE 105 O O O O o o JUPITER, FLORIDA 33458 PHONE: 561-252-1220 FLORIDA CA #29673 EXISTING METRO PCS 200A EXISTING 100A T-MOBILE RUSSELLC. MORRISON, P.E., #51567 ELECTRIC METER ELECTRIC METER (ABANDON) CHARLES G. NERO, P.E., #51540 KI . �,,,N �� IKe aaaerol, 4 4e„1�, a„mae4 be,e�. 4 ELECTRICAL SITE PLAN (SOUTH END OF COMPOUND) .I� aut nlUen'mNwlzalian ono o"4oDloGon bya Kinley-Nmn ona An«Im,,. Inu aKoO be vlNaut IubANy to KbNey-Ham mW Associates. lnc 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PINNACLE 00036E 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUMY CURRENT ISSUE DATE. JUNE 2019 SSUED FOR: GENERATOR UPGRADE EV. DATE:= ESCRIPTION: SEAL: , NsF ....AWN ��II 1vo. Jrlss 7 ' O •• S� v :c'o F25, � 1 LANS Pfi�&P (: Kim'1014lubfn © 2017 KIMLEY-HORN AND ASSOCIATES. INC. 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FBPE CA00000696 ROVIDER: RAWN BY:=CHK.: APV.- GD I WM MVM [CENSURE- KEMN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARMLES PE 70645 HEEf TITLE: ELECTRICAL PLAN HEEf NUMBER: REVISION: E-2 KHA Job #: 044290125 TELCO EXISTING EXISTING CABINET SSC T—MOBILE CABINET I FCOA CABINET (2)-2- CONDUITS WITH PULL STRING T01 TO FIBER COMPANY DEMARC T02 TO FIBER DEMARC� _E_XIST�N_G GRADE (3)-2" CONDUITS FROM SSC CABINET TO FCOA CABINET FOR DC POWER, TELCO, AND ALARM #6 IN 1/2- CONDUIT TO (1)-2" CONDUIT, EXTEND TO SSC ELECTRICAL GROUND CABINET, WIRE FIBER CIRCUITS AS DIRECTED BY T—MOBILE CPM - N24.4212• ® WAYP01 NT W01° 21' 1l7 ENGINEERING AND EQUIPMENT LLC 820 W. INDIANTOWN ROAD, SUITE 105 JUPITER, FLORIDA 33458 PHONE: 561-252-1220 FLORIDA CA #29673 RUSSELL C. MORRISON, P.E., #51567 CHARLES G. NERO, P.E., #51540 TELCO RISER DIAGRAM 1 NOTE: LOAD CALC TABLE IS BASED ON NORMAL UTILITY POWER COMPANY FEED. WHENEVER THE LOAD IS UNDER GENERATOR POWER THE WIRELESS CABINETS OUTPUT (LOAD) IS CONTROLLED BY MONITORING SOFTWARE. SOFTWARE HAS LOAD SHEDDING CAPABILITIES AND IS AWARE WHEN CABINETS ARE ON EMERGENCY POWER AT WHICH TIME ALL WIRELESS CABINETS WILL OPERATE AT A MAXIMUM OF 100A EXISTING METRO PCS 2P-200A DISCONNECT SWITCH EXISTING SERVICE CONDUCTORS EXISTING METRO PCS 200A �\ ELECTRIC METER 1 I�j yPJROPOSEDJI 3#3/0, EXISTING GROUNDING 1#6, 2-C CONDUCTOR PROPOSED — EXISTING SERVICE #2 SOLID CONDUCTORS TO POINT GND OF SERVICE CONDUCTOR EXISTING GRADE EXISTING GROUNDING ROD #2 SOLID GNP CONDUCTOR PROPOSED 2P-200A 120/240V NEMA 3R AUTOMATIC TRANSFER SWITCH, SEE EQUIPMENT SPECIFICATIONS TPROPOSED GEN. PROPOSED 2P-200A 24 POSITION KILL SWITCH /—T—MOBILE LOAD CENTER 3#3/0, 1#6, 2-C PROPOSED A-17 5#12, 3/4'C 240V LOAD CALCULATION TOTAL LOADS AMPS EXIST. T—MOBILE EQUIPMENT 38 PROPOSED GENERATOR LOAD 1 TOTAL 39 EXIST SERVICE: 1C 0 3 0 CU. 200A PROPOSED 25KW T—MOBILE DIESEL GENERATOR, SEE MANUFACTURER'S SPECIFICATIONS —PROPOSED 3#14, 3/4"C, FOR GENERATOR EMERGENCY SHUT OFF SWITCH PROPOSED 2#14. 3/4"C LOW VOLTAGE `Qiymlor wm,°ni? e e ai<m ra °'Plm & °u° pl° 1'°°<` ELECTRICAL RISER DIAGRAM 2 NI �,INwi=1 aM ae°D,<U°° m� N'vnley-Nwn °ne /,°s° '_ nc aA D<.i,Awl bEAit< t° KiM<YKan d A—wt<f. Inc. a 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PINNACLE A2P0036B 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUNTY URRENT ISSUE DATE: JUNE 2019 SSUED FOR. GENERATOR UPGRADE EV.:=DATE:DESCRIPTION: SEAL: co 410EIVs's. .O 5i 67 �� JU E 25, 2 96 F Al LANS tR RTQ B Ofi'Mim aA© 2017 KI1f ftf �ASSO61gTiVllG 17SUITE 1920 WEKIVA WAY, 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FSPE CA000OD696 ROVIDER: RAWN BY:=CHK.: APV.: GD MVM MVM ICENSURE: KEVIN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTILES PE 70645 HEET TITLE: ELECTRICAL PLAN HEET NUMBER:REVISION: E-3 KHA Job #: 044290125 FINISH GRADE, PAVING, MATCH EMOVABLE COVER. COVER SLOPE AND THICKNESS OF EXISTING SHALL BE REMOVABLE BY HAND. NO TOOLS SHALL BE TRENCH REQUIRED FOR REMOVAL. O ., oo�„<�„ U v`�voo V`��.�U �`O�oO v` i Ng �Q FINISHED GRADE 3/8' GALVANIZED SCREWS NOTE: CONTRACTOR TO APPLY TO ALL DOS 0 05 00 0 0 0 (� 0�0 �C ____________ \/ /\/ _ HIM IIII-IIII 3/8" THREADED INSULATOR CONNECTIONS AND PLATES \�\\/�\ IIII=IIII =III SCHEDULOE 40 WHITE]A. PVC \��\ _ ____ i GROUND BE COPPER SHALL 3/8" X 3/4' SS BOLT �\ _____ _________ __ ___ \ PROVIDE #2 AWG BARE TINNED %4SEXT2RX A /\ __________________'� SOLID COPPER WIRE FOR MEGGER TEST (ONLY FOR ® a® NOTE: CONTRACTOR TO UNDISTURBED GROUND N GROUND ROD. 1/4" X 4" X 24' BUS BAR °0®® COORDINATE GROUND BAR SIZE EXOTHERMICALLY WELD TO ®0 0°®® REQUIREMENTS FOR SECTOR AND / MAIN GROUND WITH T—MOBILE CPM / /\x GROUNDING TEST WELLS) ® ° °oo®® \i #2 AWG BARE TINNED / °°o®®°"1 \ ';/%SOLID COPPER WIRE / 1-1 4 U-FITTING / " �\ —;� — (EXTERIOR GROUND RING) j OMPACIED BACKFlLL \\ (95% OF THE MAX DRY \ DENSITY AS DETERMINED BY AASHTO T-99) r ;-w=— 3/8" SS LOCK WASH R TSS 3/8' X 3/4" SS BOL ANGLE ADAPTER \\ 1" WIDE SLOT FOR GROUND /., \\/1 WIRE. EXTEND 2" ABOVE #2 AWG TINNED COPPER GROUND GROUND WIRE. LEAD WITH EXOTHERMIC WELD GROUND ROD CRUSHED ROCK INSIDE, BELOW ROPOSED ELECTRIC CONDUIT, SEE AND AROUND SLEEVE. EXOTHERMIC PLAN VIEW AND RISER DIAGRAM WELD SHALL REMAIN VISIBLE. CONDUIT TRENCH DETAIL GROUND ROD INSPECTION SLEEVE 12 1 GROUND BAR DETAIL 13 NOTE: ALL BONDING TO ANTENNA SECTOR GROUND BARS WILL BE MECHANICAL, FURNISH LUGS AND HARDWARE NOTE: ALL EXPOSED CONDUCTORS ON EQUIPMENT SLAB SHALL — — — — — — — — — — — — — -- BE INSTALLED IN A MINIMUM OF SCHEDULE 80 PVC CONDUIT #2 AWG GREEN JACKETED COPPER CONDUCTOR FOR BONDING OF RF COAX CABLE SHIELD AND ANTENNA SUPPORT STRUCTURE NOTES: ANTENNA SECTORS WITH SECTOR GROUND BARS MOUNTED AT TOP OF TOWER UND --COAX GROUNDING KIT (TYP) Z+lr ANTENNA ANTENNA SUPPORT STRUCTURE 1. VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH GATE POST. AT A /// SECTOR GROUND BAR (TYP) MINIMUM, ONE VERTICAL PST SHALL BE BONDED TO THE GROUND RING IN EVERY 50 FEET OF STRAIGHT RUN OF FENCE. 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OAX CABLE TO ANTENNA OTHER (� 3E 3 XX NOTE: IRREVERSIBLE CRIMPING ALLOWED 3E x X X X EXISTING EXISTING SSC EXISTING 06. FCOA CABINET CABINET TOWER ZOND SEE SHEET 200A TELCO POWER E-2 ��0/// TO TOWER METER DISC. CABINET CABINET SWITCH """ \` O OAX GROUND KIT CADWELD ® G j/2 SOLID TINNED COPPER GROUND CONDUCTOR, EXTEND TO COAX ICE BRIDGE SUPPORT AND \%T\/% #2 TINNED SOLID COPPER GROUND, CADWELD AT A MINIMUM OF 2 LOCATIONS ..... BOND TO GROUND BAR AIN GROUND BAR TINNED COPPER GROUND CONDUCTOR #2 TINNED SOLID COPPER GROUND, BOND TO GROUND RING Nza°az lr TOWER EXISTING ® WAYP01 NT SERVICE ENTRANCE GROUND EXISTIN UND GROUND CADWELD TO GROUND RING GROUND W81'21-1V ENGINEERNG AND EQUIPMENT LLC EXISTING GROUND RING — — 820 W. INDIANTOWN ROAD, SUITE 105 JUPI33458 — — — — — — PHONE: 61-252-1 PHONE: -1220 GROUND ROD AND INSPECTION ] CA #29673 FLORIDA CA #29673 SLEEVE (TYP) #2 TINNED SOLID COPPER GROUND, BOND TO TOWER GROUND) RING AS REQUIRED RUSSELL C. MORRISON, P.E., #51567 CHARLES G. NERO, P.E., #51540 BURIED 30" BELOW GRADE FENCE BONDING DETAIL 14 EQUIPMENT GROUNDING DETAIL 5 is a«umm1. t,.th . rth a a <ep< 1, ma d Tn w —" n«<in p s Urvmmlp�lDrepvre4 dR use It mE � tie Dml(c pu,pNse end Uient !a " 1per�talM and advptp[im br Itimlenn«.— md"wzspctptes. m "G : on eat :indpl iaepnr eo i<i„a<r�dm .,d mtpd. i«. 1300 CONCORD TERRACE, SUITE 200 SUNRISE FL, 33323 PROJECT INFORMATION: PINNACLE A2P0036B 1100 DYER ROAD PORT ST LUCIE, FL 34952 ST LUCIE COUNTY CURRENT ISSUE DATE: JUNE 2019 SSUED FOR: GENERATOR UPGRADE EV.:=DATE:= ESCRIPTION: SEAL: `��Illlllf/f�� O JUN 25, 19 LANS PREPARE® Kim .I.�;. © 2017 KIMLEY—H Al/��o IA TES INC.' 1920 WEKI VA41. / $�t �qqCi % \ WEST PALM BEACH, FLO A ��A11 (561) 845-0665 FBPE CA00000696 ROVIDER: RAWN BY:=CHK.: APV.: GD MVM MVM ]CENSURE: KEMN K. MARAJH PE 71455 MARIA VICTORIA MARTIN PE 72397 ARNOLDO A. ARTILES PE 70645 HEET TITLE: ELECTRICAL DETAILS HEET NUMBER: REVISION: E-4 KHA Job #: F-044290125 �l S, L4