PLAN COMMISSION MEETING STAFF REPORT

Transcription

1 Meeting Date: /8/6 genda Item: #7 Mission Statement To provide our residents with a safe, friendly, attractive and active community by aggressively pursuing innovative ways to deliver valuable services. PLN OMMISSION MEETING STFF REPORT REPORT TO: REPORT FROM: GEND ITEM: urt R. McIntyre, President, and Plan ommission Dave Wiese, Executive Director of ommunity Development ction on conditional use approval to construct a 05foot monopole tower with expansion to TION on the conditional use application for Ton 80 Realty Services Inc. to construct a 05foot monopole tower with expansion to 60 feet on VH464. TION REQUESTED: Ordinance Resolution X Motion Receive/File POLIY ISSUE Should the Plan ommission approve a conditional use for a 05foot monopole tower (with possible expansion to 60 feet)? KGROUND The Village of Howard received an application from Ton 80 Realty Services, Inc. on May, 05 for a location adjacent to Riverview Drive. Since that time, the applicant has decided to look at alternative locations. They are requesting to move forward on property currently owned by the Village of Howard (Meadowbrook Park.) We have notified the neighbors and are holding another public hearing because of the new location that is being proposed. ttached to the staff report is the application that was received by Ton 80. Staff also has included a copy of the Village s current ordinance and a copy of the Wisconsin State Statues that regulate cell towers for your review. REOMMENDTION Staff recommends approval of the onditional Use pplication with considerations. n appropriate motion would be: Motion to approve the onditional Use with the conditions:. Decorative fencing (vinyl, plastic, stone, iron) surrounds the utility cabinets and infrastructure area in place of the proposed treated wood board on board. TTHMENTS I. Site Plan and Elevations Ib. Structural nalysis II. Village Ordinance III. State Statutes

2 ONSULTNT TEM SITE INFORMTION VIINITY MP REGIONL MP PROJET ONSULTNT: SURVEYOR: POWER: T..D. TERR ONSULTING GROUP, LTD. 600 USSE HIGHWY PRK RIDGE, IL (847) MERIDIN SURVEYING, LL N8774 FIRELNE MENSH, WI 5495 (90) UTILITY ONTT INFORMTION FIER: T..D. NOTE: UTILITY OORDINTION IS NOT FINLIZED. DO NOT PROEED WITH ONSTRUTION UNTIL POWER / TELO / FIER HVE EEN ONFIRMED. SITE NUMER: SITE NME: P.I.N. #: SITE DDRESS: ZONING: OUNTY: LTITUDE: LONGITUDE: LT/LONG TYPE: S TOWERS IX LL, DELWRE LIMITED LIILITY OMPNY 805 ONGRESS VENUE O RTON, FL 487 PHONE: WI646 HOWRD RDINL LN VH464 GREENY WI, 5407 (VH47) & R (VH464) ROWN OUNTY 44 ' 0.88" N (FROM ) 88 05'.4" W (FROM ) DEGREES MINUTES ND SEONDS GROUND ELEV: 60. FT.M.S.L. (FROM ) DRIVING DIRETIONS FROM LESSEE OFFIE IN SHUMURG, IL: Take I94 N / Tri State Tollway N via the ramp on the left (Portions toll).(4.5 mi). I94 N / Tri State Tollway N becomes I94 W (Portions toll) (rossing into Wisconsin).(6.8 mi). Keep left to take I4 N toward Green ay. (08. mi). Merge onto WI7 W via EXIT 80 toward WI / Straubel irport.(6.4 mi). Merge onto US4 N toward Marinette.(.8 mi). Take the Shawano ve / WI9 E exit, EXIT 68.(0. mi). Keep left to take the Shawano ve ramp.(0.0 mi). Keep straight to take the Shawano ve ramp. (0.04 mi). Enter next roundabout and take the rd exit onto WI9 / Shawano ve. Pass through roundabouts.(0.8 mi). Enter next roundabout and take the st exit onto ounty HwyE / ardinal Ln. Pass through roundabout.(0.8 mi). Turn left onto Riverview Dr.(0. mi). RRIVE T SITE. VERIZON WIRELESS SITE LOTION LOTION NUMER: SITE NME: RIVERVIEW & RDINL PROPOSED LESSEE NTENNS MOUNTED ON NEW MONOPOLE TOWER WITH PROPOSED EQUIPMENT PLTFORM T SE. SITE NUMER: WI646 SITE NME: HOWRD RDINL LN GREENY WI, 5407 PPLINT: ONSTRUTION ENGINEER: ONTT PERSON: PROPERTY OWNER: SHEET SITE LOTION ONTT INFORMTION S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 LUR HLPENNY (60) 8057 VILLGE OF HOWRD PO OX 07 GREENY, WI 5407 DRWING INDEX TTHMENTS (PROPERTY/ ESS ONTT) T TITLE SHEET LP LOTION PLN ENGINEERING SITE PLN SITE GRDING PLN (SHEET OF ) SITE DETIL ND SPEIFITIONS SITE DETILS 4 FENE DETILS 5 FENE DETILS 6 VZW SITE DETILS 7 GENERTOR FOUNDTION PLN 8 ELEVTED STEEL EQUIPMENT PLTFORM FOUNDTION PLN 9 ELEVTED STEEL EQUIPMENT PLTFORM FLOOR FRMING PLN 0 ELEVTED STEEL EQUIPMENT PLTFORM ROOF FRMING PLN NT SITE ELEVTION NT NTENN INFORMTION NT NTENN MOUNTING DETILS NT4 NTENN MOUNTING DETILS EQ EQUIPMENT DETILS EQ EQUIPMENT DETILS EQ PLTFORM ELEVTIONS E UTILITY ROUTING PLN E GENERTOR UTILITY ROUTING PLN E GENERTOR SINGLE LINE DIGRM & LRM WIRING E PNEL SHEDULE & LIGHTING PLN E SITE GROUNDING PLN E UTILITY DETILS E4 SINGLE LINE DIGRM & PNEL SHEDULE E5 ELETRIL ND GROUNDING DETILS E6 GROUNDING DETILS E7 ELETRIL ND GROUNDING DETILS N GENERL NOTES P EXISTING SITE PHOTOS SE SITE SURVEY REVISION DTE: S NO. DESRIPTION DTE Y DRWN Y: HEKED Y: PROJET #: REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN GREEN Y, WI 5407 TITLE SHEET SHEET NUMER T S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: TZ

3 SLE " = 0' 0 5' 0' 60' 6.9' 7.5' X GS X PROPOSED 75' x 75' S LESE RE PROPOSED 05' HIGH MONOPOLE TOWER (EXTENDILE TO 50', FOR ELEVTION SEE NT SHEET) PROPOSED FENED RE, 7' x 7' EXISTING DIRT PILES TO E REMOVED 0.0' x x PROPOSED 0' WIDE UTILITY ESEMENT NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: PROPOSED ' WIDE GGREGTE ESS DRIVE WI646 HOWRD RDINL LN GREEN Y, WI 5407 x x DRWN Y: PROPOSED 0' WIDE ESS & UTILITY ESEMENT GS EXISTING FIER VULT & PEDESTL HEKED Y: DTE: PROJET #: TZ LOTION PLN SHEET NUMER LP

4 0' 6.5' 75' 7' PROPOSED 75' x 75' S LESE RE SLE " = S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: PROPOSED 8' HIGH ORD ON ORD FENE 0 5' 0' 0' 6.5' PROPOSED 05' HIGH MONOPOLE TOWER (EXTENDILE TO 50', FOR ELEVTION SEE NT SHEET) PROPOSED WVE GUIDE & IE RIDGE FROM PLTFORM TO NTENN TOWER 75' 7' 5' ' 4' ' 5' '6" '± ' ' 7'± ' 4' 0' 9.5' 6.65' 0' FUTURE LESE RE, TYP. OF PROPOSED MULTIGNG METER ND TELO HFRME, MINIMUM 5' LERNE TO FENE PROPOSED FIER HNDHOLE (Y FIER PROVIDER) PROPOSED TRNSFORMER PROPOSED OLLRD (TYP. OF ) PROPOSED 4' WIDE DOULE SWING GTE x x x x x x x x PROPOSED ('6" x '0") LESSEE ELEVTED STEEL PLTFORM PROPOSED LESSEE GENERTOR MOUNTED ON (4' x 0') ON. PD PROPOSED ' x 0' LESSEE LESE RE NO. DESRIPTION DTE Y /9/5 REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS WI646 SITE DIMENSION PLN PROPOSED ' WIDE GGREGTE ESS DRIVE HOWRD RDINL LN PROPOSED 0' WIDE ESS & UTILITY ESEMENT GREEN Y, WI 5407 PROPOSED 0' WIDE UTILITY ESEMENT DRWN Y: HEKED Y: DTE: PROJET #: TZ ENGINEERING SITE PLN SHEET NUMER

5 PROPOSED 75' x 75' S LESE RE PROPOSED 8' HIGH ORD ON ORD FENE x x 0' SLE " = S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: ' 0' 0' PROPOSED 05' HIGH MONOPOLE TOWER (EXTENDILE TO 50', FOR ELEVTION SEE NT SHEET) P/GRDE = XXXX T/FOUNDTION = XXXX FUTURE LESE RE, TYP. OF PROPOSED MULTIGNG METER ND TELO HFRME, MINIMUM 5' LERNE TO FENE PROPOSED FIER HNDHOLE (Y FIER PROVIDER) PROPOSED TRNSFORMER PROPOSED OLLRD (TYP. OF ) PROPOSED 4' WIDE DOULE SWING GTE x x x x x x x x x x PROPOSED WVE GUIDE & IE RIDGE FROM PLTFORM TO NTENN TOWER PROPOSED ('6" x '0") LESSEE ELEVTED STEEL PLTFORM P/GRDE = XXXX T/FOUNDTION = XXXX PROPOSED LESSEE GENERTOR MOUNTED ON (4' x 0') ON. PD PROPOSED ' x 0' LESSEE LESE RE NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 WI646 PROPOSED ' WIDE GGREGTE ESS DRIVE HOWRD RDINL LN PROPOSED 0' WIDE ESS & UTILITY ESEMENT PROPOSED 0' WIDE UTILITY ESEMENT GREEN Y, WI 5407 DRWN Y: HEKED Y: TZ MTH LINE. SEE SHEET. DTE: PROJET #: SITE GRDING PLN (SHEET OF ) SHEET NUMER

6 MTH LINE. SEE SHEET. SLE " = S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: ' PROPOSED 0' WIDE ESS & UTILITY ESEMENT PROPOSED ' WIDE GGREGTE ESS DRIVE 50'.8' 6.47'.5' PROPOSED 0' WIDE UTILITY ESEMENT 0 5' 0' 0' NO. DESRIPTION DTE Y /9/5 REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN 40.78' GREEN Y, WI 5407 x x x x x x x x DRWN Y: HEKED Y: DTE: PROJET #: TZ SITE GRDING PLN (SHEET OF ) 4.79' GS GS GS GS MTH EXISTING PVEMENT ELEVTIONS SITE GRDING PLN SLE: " = 0' SHEET NUMER

7 GENERL NOTES ND ONDITIONS. LL ERTHWORK, GRDING ND PVING SHLL E PERFORMED IN ORDNE WITH THE URRENT STTE DEPRTMENT OF TRNSPORTTION STNDRDS FOR ROD ND RIDGE ONSTRUTION.. THE ONTRTOR SHLL KEEP REFUL MESUREMENTS ND REORDS OF LL ONSTRUTION ND SHLL FURNISH THE ENGINEER ND THE MUNIIPLITY WITH REORD DRWINGS UPON OMPLETION OF HIS WORK. ONE SET OF MYLRREPRODUILE REORD DRWINGS ND OPIES MUST E FURNISHED TO THE OWNER Y THE ONTRTOR.. LL WORK PERFORMED Y THE ONTRTOR SHLL E GURNTEED Y THE ONTRTOR FOR PERIOD OF TWELVE () MONTHS FROM THE DTE OF FINL EPTNE. THIS GURNTEE SHLL INLUDE LL DEFETS IN MTERILS ND WORKMNSHIP. WIRE MESH REINFOREMENT (OPTIONL) METL OR WOOD POST OR STKE GEOTEXTILE FRI FRI NHORGE TRENH KFILL W/TMPED NTURL SOIL DIRETION OF RUNOFF FLOW S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: LL DIRT WILL E DISPOSED OF OFFSITE Y THE ONTRTOR. 5. LL STRUTURES, INLETS, PIPES, SWLES ND RODS MUST E KEPT LEN ND FREE OF DIRT ND DERIS T LL TIMES. 6. THE ONTRTOR IS RESPONSILE FOR MINTINING DEQUTE SIGNS, RRIDES, FENING, TRFFI ONTROL DEVIES ND MESURES, ND LL OTHER MESURES THT RE NEESSRY TO PROTET THE SFETY OF THE SITE T LL TIMES. SUPPORT POST NHORGE FROM INSITU SOIL TO EMENT MORTR 6" 6" MIN. 7. THE ONTRTOR, Y GREEING TO PERFORM THE WORK, GREES TO INDEMNIFY ND HOLD HRMLESS THE OWNER, THE ENGINEER, THE VILLGE, ND LL GENTS ND SSIGNS OF THOSE PRTIES, FROM LL SUITS ND LIMS RISING OUT OF THE PERFORMNE OF SID WORK, ND FURTHER GREES TO DEFEND OR OTHERWISE PY LL LEGL FEES RISING OUT OF THE DEFENSE OF SID PRTIES. NTURL SOIL 8. WORK MUST OMMENE ND E OMPLETED Y THE TIME INDITED IN THE PROJET SPEIFITIONS. 9. EXISTING UTILITIES, IF NY, RE SHOWN S GUIDE ONLY. THE ONTRTOR SHLL VERIFY THE LOTION OF EXISTING UTILITIES PRIOR TO EXVTING NYWHERE ON THE SITE. 0. LL DDEND, IF NY, MUST E KNOWLEDGED WITH THE ID. ERTHWORK, GRDING, ND PVING. LL PROPOSED PVEMENT RES SHLL E STRIPPED OF LL TOPSOIL ND UNSUITLE MTERIL ND EXVTED OR FILLED TO WITHIN 0.0 FEET OF DESIGN SUGRDE.. THE SUGRDE SHLL E FREE OF LL UNSUITLE MTERIL ND SHLL E OMPTED TO MINIMUM 95 PER ENT OF MODIFIED PROTOR DENSITY.. THE QUNTITIES ONTINED IN THESE DOUMENTS RE PPROXIMTE ND ESTIMTED, ND RE PRESENTED S GUIDE TO THE ONTRTOR IN DETERMINING LL QUNTITIES ND TO EOME FMILIR WITH THE SITE ND SOIL ONDITIONS. 4. THE ERTHWORK ONTRTOR IS RESPONSILE FOR MINTINING POSITIVE DRINGE T THE ONLUSION OF EH WORKING DY. 5. THE PVING ONTRTOR IS RESPONSILE FOR THE FINL SUGRDE PREPRTION, THE PVEMENT SE, INDER, ND SURFE, ND LL FINL LENUP ND RELTED WORK SSOITED WITH THE PVING OPERTION. 6. UPON OMPLETION OF THE PVING, THE ONTRTOR WILL ENSURE THT POSITIVE DRINGE EXISTS DJENT TO LL ONSTRUTED IMPROVMENTS. SOIL EROSION ND SEDIMENT ONTROL. RESONLE RE MUST E TKEN TO MINIMIZE SOIL EROSION. REFER TO PROEDURES ND STNDRDS FOR URN SOIL EROSION ND SEDIMENTTION ONTROL PREPRED Y THE U.S. SOIL ND ONSERVTION SERVIE.. LL INLETS, STRUTURES, PIPES, SWLES, ND RODS SHLL E KEPT LEN ND FREE OF DIRT ND SILT.. STOKPILES SHLL HVE ERM OR TRENH ROUND THE IRUMFERENE TO ONTROL SILT IF NEEDED. IF THE STOKPILE IS TO REMIN FOR MORE THN NINE MONTHS,IT MUST HVE SUFFIIENT VEGETTION TO ONTROL OTH WTER ND WIND EROSION. 4. STRW LES FIRMLY NHORED SHLL E PLED ROUND LL INLETS, THSINS, ND SWLES THT REEIVE SILTY RUNOFF DURING THE OURSE OF ONSTRUTION. GRDE TO EXISTING SIGN DETIL 6" OMPTED GGREGTE SE OURSE, ONSISTING OF /4" RUSHED GGREGTE, WITH FINES..0' SLOPE SEE FOR ELEVTIONS GRDE TO EXISTING NOTE: WEED ONTROL FRI SHLL E USED UNDER ENTIRE PROPOSED GRVELED RE WITH 6" MINIMUM OVERLP. ONTRTOR SHLL INSTLL FRI PER MNUFTURER'S REOMMENDTIONS. " MIN. NOTE: DEPENDING UPON ONFIGURTION, TTH FRI TO WIRE MESH W/HOG RINGS, STEEL POSTS W/ TIE WIRES, WOOD POSTS W/ NILS. EROSION ONTROL SILT FENE DETIL " THIK (MIN.) #57 WSHED STONE. SLOPE TO MINTIN POSITIVE DRINGE. OMPT TO 90% OF THE STNDRD PROTOR MXIMUM DRY DENSITY (STM D698) 5" THIK (MIN.) GGREGTE SE OURSE (RUSHED RUN) STONE. SLOPE TO MINTIN POSITIVE DRINGE, OMPT TO 90% OF THE STNDRD PROTOR MXIMUM DRY DENSITY (STM D698) NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN 5. SILT FENE TO E ONSTRUTED LONG THE DOWN SLOPE OF THE ONSTRUTION RE. 6. MINTIN SOIL EROSION ONTROL DEVIES THROUGH THE DURTION OF THIS PROJET. 7. REPLE SOIL EROSION ONTROL DEVIES WITH SOD ND TOPSOIL T THE OMPLETION OF THE PROJET. GREEN Y, WI LL DJENT RODWYS SHLL E KEPT LEN T LL TIMES. 9. DDITIONL SOIL EROSION ONTROL MESURES SHLL E UNDERTKEN IF DEEMED NEESSRY Y THE ENGINEERING INSPETOR DURING THE OURSE OF ONSTRUTION. TENTE MIRFI HPSERIES WOVEN POLYPROPYLENE HP70 GEOTEXTILE OR PPROVED EQUL DRWN Y: HEKED Y: TZ OMPTED SUGRDE OR ENGINEERED FILL 6" THIK MINIMUM OF SUGRDE GGREGTE, 4" 6" STONE SIZE. SUITLE UNDISTURED SUGRDE. REMOVE LL ORGNI OR UNSUITLE MTERIL ND OMPT TO 90% OF THE STNDRD PROTOR MXIMUM DRY DENSITY (STM D698) DTE: PROJET #: SITE DETILS & SPEIFITIONS GGREGTE ROD SETION 4 OMPOUND FINISH DETIL SHEET NUMER

8 PROPOSED GGREGTE ROD. (SEE SETION DETIL, SHEET ) METL FLRED END SETION (0.064" THIK) ' WIDE ESS ULVERT TRENH KFILL WITH RUSHEDRUN STONE MTERIL IN 9" LIFTS OMPTED TO 95% MX. DENSITY METL FLRED END SETION (F.E.S.) (0.064" THIK) S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: DITH OTTOM " DI. ORRUGTED METL % FLRED END SETION ONSTRUTION NOTES:.).) INSTLL ULVERT T THE LOTION NOTED ON SHEET. ULVERT LENGTHS PROVIDED ON THE GRDING PLN RE MESURED FROM THE END OF THE F.E.S. TO THE END OF THE F.E.S. STONE RIPRP (6" DI GRDTION) ESS DRIVE ULVERT DETIL 4" GGREGTE SE OURSE, RUSHEDRUN STONE RIPRP T FLRED END SETION (SEE ELOW FOR DETIL) NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 WI646 HOWRD RDINL LN PLN VIEW FLRED END SETION 6" GRDITION (ROK SIZE) RIPRP GREEN Y, WI " THIKNESS NONWOVEN GEOTEXTILE (MTERIL MUST MEET OR EXEED MUNIIPL REQUIREMENTS) GEOTEXTILE TO E NHORED WITH " X " TRENHES DRWN Y: HEKED Y: DTE: TZ PROJET #: SITE DETILS NOTE: REMOVE TOPSOIL PRIOR TO PLING STONE PROFILE VIEW RIPRP T FLRED END SETION SHEET NUMER

9 "X6" TRETED FE ORD (NOMINL) 5/" ROSS ORD "X4" (NOMINL) TRETED ROSS ORD "X4" (NOMINL) GTE POST, 6"X6" (NOMINL) 8" ZIN OTED 70 DEGREE HINGE W/ /" X /4" FLT HED SREWS (HINGES TTHED ON THE INSIDE OF FENE) "X6" FE ORD (NOMINL) ORNER POST 6"X6" (NOMINL) TRETED "X6" FEORD (NOMINL) TRETED ROSS ORD "X4" (NOMINL) STINPLE ONRETE FOUNDTION 6" '6" 8'0" '6" 6" " MX 6" /" 8'0" 8'0" MX " MIN Ø " MX 6" 8'0" WOOD POST SLE: 8" MIN Ø '6" S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: SEURITY LTH WITH LOK (SEE SEURITY LTH DETIL) 4'0" DOULE SWING ESS GTE SLE: GTE POST, 6"X6" (NOMINL) STINPLE ONRETE FOUNDTION GENERL NOTES " MX STINPLE ONRETE FOUNDTION ORNER POST SLE: '6" 6" 8" MIN Ø NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 " WELDED HOOK FOR LOK TOP VIEW 9" 6" 9" 4" 44" 6" 4" /8" DI. GLV. SOLID IRON ROD, WITH 6" HNDLE 9" ROSSORD "X4" (NOMINL) "X6" FEORD (NOMINL) 4" GLVNIZED PLTES WITH /" RRIGE OLTS WITH HEX NUT, WSHER ND LOK WSHER ) REFER TO THE PROJET MNUL FOR DDITIONL INFORMTION ND REQUIREMENTS RELTED TO ONSTRUTION. ) THE OWNER HS USED GEOTEHNIL EXPLORTION TO E PERFORMED T THE SITE. ) THE ONTRTOR SHLL NOTIFY THE LIENT'S GEOTEHNIL ENGINEER TO OORDINTE HVING FIELD REPRESENTTIVE ON SITE FOR TESTING ND INSPETION. OPIES OF THE REPORT RE ISSUED TO THE ONTRTOR FOR ONVENIENE ONLY. THE REPORT IS NOT PRT OF THE ONTRT DOUMENTS. NEITHER THE OWNER NOR THE ENGINEER/RHITET GURNTEE THE URY OR VLIDITY OF THE DT ONTINED THEREIN, NOR DO THEY SSUME NY RESPONSIILITY FOR THE ONTRTOR'S USE OR INTERPRETTION OF THE DT ONTINED THEREIN. WI646 HOWRD RDINL LN GREEN Y, WI " LONG, /" I.D. GLV. STEEL PIPE, WELDED TO 4" GLV. PLTE ON ENTER ROSSORD ONTRTOR TO PROVIDE "x" UTOUT IN THE TRETED FENING OPPOSITE THE METER LOTION FOR METER REDING. FRME OUT THE UTOUT WITH TRETED x4's ON INSIDE OF FENE PRIOR TO MKING PENETRTION. GEOTEXTILE PRMETERS PROPERTY GR STRENGTH PUNTURE STRENGTH URST STRENGTH TRPEZOIDL TER MINIMUM VLUE (a) 80 LS. 75 LS. 90 LS. 50 LS. (a) LL VLUES REPRESENT MINIMUM ROLL VLUES TEST METHOD STM D469 STM D4888 STM D786 STM D45787 DRWN Y: HEKED Y: DTE: PROJET #: FENE DETILS TZ 4 SEURITY LTH SLE: NOTE: FE ORDS N E NILED OR SREWED TO ROSS ORDS LL ROSS ORDS WILL E SREWED TO POSTS LL ONRETE FOOTINGS SHLL E 6. G MIX 500 PSI ONRETE NOTES: THE FRI SHOULD E PLED IN ORDNE WITH THE MNUFTURERS REOMMENDTIONS. INTERSETIONS OF SHEETS MUST E SEWN OR SUFFIIENTLY OVERLPPED (T LEST 4 INHES) OR S SPEIFIED Y THE MNUFTURER). THE GEOTEXTILE SHEETS SHOULD LSO E PLED TUT TO REDUE WRINKLES OR FOLDS. RE MUST E EXERISED TO PREVENT PHYSIL DMGE OF THE GEOTEXTILE PRIOR TO, DURING ND FTER INSTLLTION. UTILITIES SHOULD E INSTLLED EFORE PLING THE FRI. SHEET NUMER 4

10 GTE LEF 9 /" " " 7 /4" /8" HOLES (TYP.) SLEEVES PRT "" /8" RRIGE OLT (TYP.) GTE LOK SSEMLY PRT "" LOKING R STYMIELOK INSTLLTION. DRILL /8" HOLES IN THE GTE LEF USING THE GTE DIMENSIONS PROVIDED..SLIDE THE RRIGE OLTS IN THE SLOTS ON THE K OF PRT "" ND PUSH THE OLTS THROUGH THE HOLES DRILLED IN THE GTE FIGURE. PUT THE NUT ND THE LOKNUT ON ND TIGHTEN ND UT THE EXESS OLT OFF. DO THE SME WITH PRT ""..DD THE NUMER OF SLEEVES NEEDED FOR THE NUMER OF LOKS ND SLIDE THE LOKING R INTO PLE THROUGH OTH PRT "" ND PRT "". NOW INSTLL THE LOKS. 4.IF THE GTE HS NO ENTER R IN THE GTE LEF YOU MY NEED TO MOUNT THE STYMIELOK VERTILLY USING THE SME DIMENSIONS GIVEN ON THE GTE FE. 5.VERTIL PPLITION MY LSO E USED ON SLIDING GTES WITH MULTIPLE LOKS. S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: "STYMIELOK" MULTI LOKING DEVIE OR PPROVED EQUL GTE FE OMODTING STYMIELOK GTELOK SSEMLY DETIL ONRETE 0" METL MUSHROOM STOP INSTLL WITH SLOT PRLLEL WITH LOSED GTES GRDE NO. DESRIPTION DTE Y /9/5 REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS WI646 MUSHROOM STOP DETIL 4 DROP ROD SSEMLY DETIL HOWRD RDINL LN GREEN Y, WI 5407 DRWN Y: HEKED Y: DTE: PROJET #: TZ '0" FENE DETILS 6" SHEET NUMER 5 LTH SSEMLY DETIL 6 0" GTE KEEPER DETIL 5

11 PROPOSED IE RIDGE SSEMLY. SEE DETIL /NT4 FOR DETILS ±4' OX PIPE P /" O.D. SH. 40 GLVNIZED STEEL PIPE PROPOSED EQUIPMENT MOUNTED TO UNISTRUT PER MNUFTURER'S SPEIFITIONS PROPOSED UNISTRUT ULMPED TO PROPOSED STEEL PIPE EXISTING TRNSVERSE NOPY FRMING MEMER NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: WI646 HOWRD RDINL LN EM LMP 6" GRVEL OMPOUND GREEN Y, WI 5407 P000 UNISTRUT HNNEL (TYP. OF ) FIELD VERIFY LENGTH REQUIRED DRWN Y: RYP MOUNT DETIL IF PPLILE '6" " VIRGIN SOIL OR OMPTED KFILL WITH MINIMUM ERING PITY OF,000 PSF, TYP. 8" Ø ONRETE PIER. (4) #4 GR. 60 RER W/" Ø IRLE TIES T " O.. ONRETE TO E DYS W/ 6% (±%) ENTRINED IR /8" DI. STINLESS STEEL THRED ROD TRPEZE SITE PRO MODEL #4K OR PPROVED EQUL OX TRPEZE DETIL (T PLTFORM) 7'0" MIN. OVE GRTING HEKED Y: TZ DTE: PROJET #: SITE DETILS SHEET NUMER 6

12 REOMMENDED ELETRIL STUUPS (SEE DETILED VIEW & TOP VIEW) (HIGH VOLTGE STU UP). LOD LED ONDUIT RE.. 0/40 V FROM UTILITY FOR OPTIONL LODS SUH S GFI OUTLET, LOK HETER, TTERY HRGER, ND OTHER 0/40 V OPTIONS. (GLND PLTE INLUDED) 94.8" (LOW VOLTGE STU UP). TRNSFER SWITH/OMMUNITIONS ONDUITS. OMMUNITIONS ND WIRE STRT MUST NOT E RUN IN ONDUIT W/ WIRING. (FOR OPTIONL nd ) SEONDRY HIGH VOLTGE STU UP RE W/ GLND PLTE 0' ST IN PLE ONRETE PD 6.".8" 0.4" OPEN RE FOR STUUP LOW VOLTGE STU UP RE (SETNK MOUNT) 7" 9".".4" 6.5".5" 7."." 9.9".6" S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: PRIMRY HIGH VOLTGE STU UP RE W/ GLND PLTE PRIMRY ONNETION OX (SME FOR OTHER SIDE) LOW VOLTGE USTOMER ONNETION OX OUTLINE OF PROPOSED GENERTOR 48KW DIESEL GRDE 90" " SPILL/FILL OX.9" 4." 56.8" 79." 06" ' PROPOSED 48KW DIESEL 4.5L WITH SOUND TTENUTED LVL ENLOSURE. 90 GLLON U.L. 4 FUEL TNK SE. LIFTING EYE (4PLES) 40X60 SLOT [.57X.6] OUTLINE OF STUUP RE FOR () /" ONDUIT FOR MIN POWER FEED, () " ONDUIT FOR TTERY HRGER/ HETER, () /4" ONDUIT FOR ONTROL LEDS, & () /4" ONDUIT FOR LRM. " HMFER (TYP.) () #5 RER ONTINUES " OVER LL SIDES (TYP.) 6" ' EXISTING GRVEL OMPOUND NO. DESRIPTION DTE Y /9/5 REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS WI646 MINIMUM " ELOW GRDE HOWRD RDINL LN HNNELS TO E SET ON TOP OF ONRETE. E.. TO SET /" Ø NHOR OLTS (TYP. OF 0) S REQUIRED PER GENERTOR SPEIFITIONS 8" GRNULR FILL PER ERTHWORK SPEIFITIONS OMPTED TO 95% MODIFIED PROTOR FRONT SIDE VIEW EXISTING SOILS WWF 6x6 W4.0xW4.0 WIRE MESH GREEN Y, WI 5407 TYPIL GENER FOUNDTION DETIL SLE: " = ' DRWN Y: HEKED Y: TZ DTE: 4' ST IN PLE ONRETE PD PLN VIEW TYPIL GENER FOUNDTION DETIL SLE: " = ' NOTES:.. SEE GENERTOR MNUFTURE'S DRWINGS FOR PHYSIL LOTION OF FUEL LINES, ONTROL ND POWER INTERONNETIONS ND OTHER INTERFES THT RE TO ST INTO THE ONRETE. THE PREFERRED METHOD IS TO RING THE ONDUIT THROUGH THE PD TO THE UNDERSIDE OF THE GENERTOR (MINIMIZES RODENT DMGE). FINISH ONNETIONS WITH FLEXILE ONDUIT PER GENERTOR MNUFTURES SPES. RIGID ONDUITS SHLL E SEURED TO THE EXISTING SL, THEN URIED ETWEEN SL ND SHELTER. THE GENERTOR SHLL E LOTED MIN 5' WY FROM OMUSTILE WLL. THE GENERTOR SHLL E LOTED MIN OF ' WY FROM NONOMUSTILE WLL. PROJET #: GENERTOR FOUNDTION DETILS SHEET NUMER 7

13 '0" 6" '0" 6" T/ WLL 6" OVE GRDE /4" FOR ONTINUTION SEE DETIL \6 " STD PIPE GLVNIZED (/" O.D.) SEPLTE. SEE DETIL # THIS SHEET /4" NONSHINK GROUT ONRETE FOUNDTION WLL 4 6" 0'6" 6" '6" '6" (MIN.) OR 6" ELOW FROST LINE FINISHED GRDE / WLL EL 4'0" 4" " LR S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: (TYP.) 0" '0" KFILL WITH STONE 000 PSF RG V.I.F. HEX NUT FOLD THREDED ONTO NHOR OLT OMPTED OHESIVE OR 6 GRNULR KFILL () ONT. #5 TOP & OTTOM W/ ' x ' ORNERS NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS 4 ELEVTED STEEL EQUIPMENT PLTFORM FOUNDTION PLN SLE: /6" = '0" OLUMN SE PLTE (TYP.) OLUMN (TYP.) FOUNDTION WLL SETION SLE: /8" = '0" WI646 HOWRD RDINL LN 6" /4 "Ø STD PIPE GNVNIZED (/" O.D.) 6" /8" /8" OLUMN SE PLTE DETILS SLE: /8" = '0" /8" /8". OLT OLUMN. OLT /4" x 8" x 8" SE PL GLVNIZED W/ (4) 5/8"Ø x '7". OLT 07 FULLY THREDED 6 R Ø ('6"MIN.) PREFORMED "X4" KEYWY ONSTRUTION JOINT 4 SLE: NTS PROVIDE ORNER RS SME SIZE ND SPING S HORIZONTL RS. PROVIDE T ORNERS WHEN NO HORIZONTL REINFOREMENT IS INDITED. ONRETE WLL REINFOREMENT DETILS ORNER 6 R Ø ('0"MIN.) STD. 90 HOOK NOTE: LOLIZED RES OF SOFT OR LOOSE MTERILS MY E ENOUNTERED T THE PROPOSED ERING ELEVTION. THE SOILS MY REQUIRE OMPTION USING PLTE OMPTOR IN THE FOOTING TRENH IF FIELD ONDITIONS INDITE LOOSE GRNULR SOILS. THE SOILS MY REQUIRE REMOVL ND REPLEMENT WITH N PPROVED ENGINEERED FILL. FOUNDTION DEPTH ND OVER DIG REQUIREMENTS SHLL E VERIFIED WITH THE REOMMENDTIONS OF THE GEOTEHNIL REPORT ND INLUDED IN THE ID EFORE ONSTRUTION. THE EVLUTION OF THE SU GRDE ND SELETION OF FILL MTERILS SHLL E MONITORED ND TESTED Y QULIFIED REPRESENTTIVE OF THE SOILS ENGINEER. ONRETE NOTES:, LL ONRETE WORK SHLL ONFORM TO THE REQUIREMENTS OF I 8 ND I 0, LTEST EDITION. THESE DOUMENTS SHLL E VILLE IN THE FIELD OFFIE.. EXEPT WHERE OTHERWISE INDITED, ONRETE SHLL E NORML WEIGHT ND WITH MINIMUM 8DY OMPRESSIVE STRENGTHS OF F'c=4000 PSI. LL EXTERIOR EXPOSED ONRETE SHLL E IR ENTRINED WITH 6% IR ONTENT.. REINFORING RS SHLL ONFORM TO STM 65, GRDE 60. LL WELDED WIRE FRI SHLL ONFORM TO STM LL PERIMETER WLL ND OLUMN FOOTINGS SHLL ER MINIMUM OF '6" ELOW FINISHED GRDES OR TO FROST WHIH EVER IS GRETER. 5. ONRETE MIX DESIGN SHLL E SUMITTED TO RHITET / ENGINEER FOR REVIEW. 6. LL FOOTINGS TO ER ON MINIMUM NET LLOWLE SOIL ERING PITY OF,000 PSF TO E VERIFIED IN FIELD. GREEN Y, WI 5407 DRWN Y: HEKED Y: DTE: PROJET #: ELEVTED STEEL EQUIPMENT PLTFORM FOUNDTION PLN SHEET NUMER 8 TZ

14 6" W8 x 0 W8 x 0 '0" '0" 4 '9" O.. 6" W0 x W8 x 0 W8 x 0 W8 x 0 6" R GRTING SEE PLN /4" "x/8" STL PLTE '9" /8" STL PLTE : 4" WIDE W/ 5/8" Ø 5 OLT /4" Ø ROD (MIN) EM SEE PLN ELEVTED STEEL EQUIPMENT PLTFORM FLOOR FRMING PLN SLE: /6" = '0" '8" SQURE INET (600#) '8" TTERY INET (5,000#) S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: GLVNIZED STEEL GRTING W/ /4"x/6" ERING /6" O.. W0 x '" SQURE INET (600#) EDGE OF GRTING 0'6" 6" '6" OLUMN (TYP.) L"x"x/8" W/ /" Ø HILTI RE 500 EXPOXY NHOR W/ " EMED " 5/8" Ø 5 OLT EQUIPMENT PLTFORM LDDER DETIL SETION VIEW SLE: /8= '0" NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS OLUMN OLT 6'0" (MX.) WI646 TYPIL EM TO EM ONNETION SLE: /4" = '0" IS FRMED ONNETION () L4x4x5/6x0'6" W/ () /4" Ø 5 OLTS ONTINUOUS " STD GLVNIZED PIPE (/" O.D.) W/ /4" P PLTE /4" /4" /8"x6" SHER EM W/ () " Ø 5 OLTS TYPIL EM TO EM ONNETION SLE: /4" = '0" " /4" /4" /" " /" /8"x6" THRU GIRDER W/ () " Ø 5 OLTS INTERMEDITE STU OLUMN. : " Ø STD PIPE OLUMN W/ SE PLTE 4"x9"x/8" W/ (4) 5/8" Ø OLTS /4" 4 L"x"x/8" FULL HEIGHT OLUMN STIFF PL /4" EH SIDE EQUIPMENT PLTFORM RIL DETIL SLE: /8= '0" /" Ø UOLTS R GRTING, SEE PLN GENERL STEEL NOTES:. LL STRUTURL STEEL WORK SHLL ONFORM TO THE IS "SPEIFITION FOR THE DESIGN, FRITION ND ERETION OF STRUTURL STEEL FOR UILDINGS", LTEST EDITION, ND THE IS "ODE OF STNDRD PRTIE FOR STEEL UILDINGS ND RIDGES", LTEST EDITION, EXEPT S MODIFIED ELOW OR IN THE SPEIFITIONS.. LL STRUTURL STEEL W SHPES SHLL ONFORM TO THE STM 57 OR 99 GRDE 50. LL OTHER STRUTURL STEEL SHPES, PLTES, ND RS SHLL ONFORM TO STM 500 GRDE. PIPES SHLL ONFORM TO STM 5 TYPE E OR S. NHOR OLTS SHLL ONFORM TO STM F554 GRDE 6 ND E OMPTILE WITH E70XX ELETRODES.. LL WELDING SHLL E DONE Y QULIFIED WELDERS ND SHLL ONFORM TO WS D. "STRUTURL WELDING ODE", LTEST EDITION. LL WELDING ELETRODES SHLL E E70X. 4. THE ONTRTOR SHLL FIELD VERIFY LL MESUREMENTS ND EXISTING ONDITIONS. 5. IF ONDITIONS VRY FROM THOSE ON THE DRWINGS, THE ENGINEER SHLL E NOTIFIED IMMEDITELY. 6. THE ONTRTOR SHLL OSERVE LL SFETY RULES DITTES Y ODE ND GOOD PRTIE. 7. SHOULD UNFORESEEN ONDITIONS OR OTHER USE NEESSITTE THE ONSTRUTION DETILS TO E MODIFIED, THE ONTRTOR SHLL NOTIFY THE ENGINEER EFORE PERFORMING THESE HNGES. HOWRD RDINL LN GREEN Y, WI 5407 DRWN Y: HEKED Y: DTE: PROJET #: ELEVTED STEEL EQUIPMENT PLTFORM FLOOR FRMING PLN SHEET NUMER 9 TZ

15 OLUMN L /4" /4" SLOPE GLVNIZED /" G WIRE RI METL DEK S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: /4" P PLTE (TYP.) " /" /4" /4" /" W8 x 0 (+'0") '0" 0" 5'6" 5'6" 0" 7" /8"x6" SHER EM W/ () " Ø 5 OLTS " STD GLVNIZED PIPE (/" O.D.) " L OLT ROOF OLUMN DETIL SLE: /8" = '0" /8"x6" THRU GIRDER W/ () " Ø 5 OLTS L/"x/"x/8" W/ () /4"Ø 5 OLTS (TYP) NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 METL DEK NOTES: WI646 W8 x 0 W8 x 0 GLVNIZED /" G WIRE RI METL DEK SPN W8 x 0 0'6". METL ROOF DEK SHLL E GLVNIZED. GLVNIZED SHEET STEEL SHLL ONFORM TO STM 446 GRDE ND STM 55 WITH MINIMUM G0 OTING UNLESS OTHERWISE NOTED.. METL DEK SETION PROPERTIES SHLL E OMPUTED IN ORDNE WITH ISI "SPEIFITION FOR THE DESIGN OF OLDFORMED STEEL STRUTURL MEMERS". THE MINIMUM THIKNESS OF ROOF DEK SHLL E GUGE.. LL DEKING SHLL E WELDED TO STRUTURL STEEL Y QULIFIED WELDERS USING PREQULIFIED PROEDURES. THE ERETOR SHLL ESTLISH WELDING PROEDURE FOR THE PLUG WELD OF THE STEEL DEKING TO THE STRUTURL STEEL FOR THE PRTIULR GGE USED. PRIOR TO THE STRT OF ERETION OF THE STEEL DEK, EH WELDER SHLL E QULIFIED USING THIS PROEDURE S WITNESSED Y OWNER'S STRUTURL STEEL TESTING LORTORY. THE OWNER'S TESTING LORTORY WILL VISULLY INSPET THE WELDS IN THE FIELD. HOWRD RDINL LN GREEN Y, WI 5407 DRWN Y: HEKED Y: TZ W8 x 0 (+'0") EDGE OF ROOF DEKING ELEVTED STEEL EQUIPMENT PLTFORM ROOF FRMING PLN SLE: /6" = '0" 7" OLUMN (TYP.) 4. FSTENING OF METL DEK TO THE STRUTURL STEEL. THE FOLLOWING LIMITS SHLL NOT E EXEEDED..) LL METL DEKING SHLL E WELDED T " (6" T THE PERIMETER) MXIMUM ON ENTER TO THE SUPPORTING STEEL WITH 5/8" DIMETER WELDS..) NO 0 TEK SIDE LP SREWS SHLL E FSTENED T 6" O.. MXIMUM ON ENTER..) SEE PLN FOR DDITIONL PLN FSTENING REQUIREMENTS. 5. NO LODS EXEEDING 50 LS SHLL E PERMITTED TO E HUNG FROM NY METL DEKING. LL HNGERS FOR DUTWORK, PIPING, ET. SHLL E HUNG DIRETLY FROM STRUTURL STEEL WORK OR SUPPLEMENTRY MEMERS OR NHORS EMEDDED IN THE ONRETE. LL HNGING LOD DETILS SHLL E SUMITTED FOR REVIEW. DTE: PROJET #: ELEVTED STEEL EQUIPMENT PLTFORM ROOF FRMING PLN SHEET NUMER 0

16 PROPOSED LIGHTNING ROD NEW UTILITY HFRME FURNISHED & INSTLLED Y ONTRTOR NEW ORD ON ORD FENE FURNISHED & INSTLLED Y ONTRTOR FUTURE RRIER NTENNS & MOUNTING PLTFORM 8'0" 50' TOWER EXTENSION FUTURE RRIER NTENNS & MOUNTING PLTFORM FUTURE RRIER NTENNS & MOUNTING PLTFORM 6" OVERLL HEIGHT OF PROPOSED MONOPOLE TOWER ND LIGHTNING ROD 0'0"±.G.L. S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: HEIGHT OF PROPOSED MONOPOLE TOWER 05'0"±.G.L. DISTNE TO ENTER OF PROPOSED LESSEE NTENNS 00'.G.L. PROPOSED LESSEE NTENNS ON PLTFORM WITH 00'.G.L. PROPOSED 05' HIGH MONOPOLE TOWER (EXTENDILE TO 50') PROPOSED WVE GUIDE & IE RIDGE FROM ENLOSURE TO NTENN TOWER PROPOSED ('6" x '0") LESSEE ELEVTED STEEL PLTFORM WITH NOPY PROPOSED LESSEE GENERTOR MOUNTED ON (4' x 0') ON. PD PROPOSED ORD ON ORD FENE (PRTILLY SHOWN FOR LRITY) ELEVTION UTILITY HFRME NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN GREEN Y, WI 5407 DRWN Y: EXISTING GRDE T TOWER HEKED Y: DTE: PROJET #: TZ SOUTH ELEVTION SLE: /" = '0" SITE ELEVTION 0 /" " " SLE: /" = '0" SHEET NUMER NT

17 ESTIMTED MIN LINE HYRID LENGTH NTENN ENTERLINE (±) IE RIDGE LENGTH (±) TOTL (±) 00' ' ' S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: OMINER LE DT INFORMTION NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 WI646 HOWRD RDINL LN GREEN Y, WI 5407 DRWN Y: HEKED Y: DTE: PROJET #: TZ NTENN INFORMTION PP ONNETORS ONLY PROPOSED NTENN ONFIGURTION LE DIGRM SHEET NUMER NT

18 EXISTING ENTRY PORT PROPOSED RYP JUNTION OX. SEE DETIL # THIS PGE PIPE PIPE PROPOSED PNEL NTENN PROPOSED RRU EXPNSION MODULE (REF ER), TYP. PROPOSED RRU (REF ER), TYP. SPEIFITIONS PPLITION: WEIGHT: FRONT D SURGE PROTETION FOR RRU/INTEGRTED NTENN RDIO HED TOWER / SE / ROOFTOP / ROOFTOP DISTRIUTION MODELS LS (4.5 KG) SIDE [mm] INHES PROPOSED RYP JUNTION OX MODEL# RMD5PF48 LUG ONNETION FROM NTENN GROUND KITS ND PIPE MST GROUND, TYP. STINLESS STEEL MOUNTING HRDWRE. GROUND R MOUNTED DIRETLY TO NTENN STNDOFF S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: TM LOTION (IF REQUIRED) NTENN FRME OR PLTFORM MEMER SETION PROPOSED FIER JUMPER LES GROUND R T SETOR PIPE MST PROPOSED HYRID LE (POWER/ FIER) MONOPOLE TOWER PROPOSED # WG STRNDED OPPER INSULTED GROUND WIRE. VERIFY ROUTING WITH EXISTING ONFIGURTION (TYP T EH SETOR) (N) UPPER NTENN GROUND R PROPOSED PLTFORM KIT SEE DETIL #7 THIS PGE NTENN, RRU & RYP JUNTION OX MOUNTING DETIL SLE: OND PIPE MOUNT TO SETOR GROUND R NTENN LE, TYP OTTOM RYP JUNTION OX DETIL SLE: 4 G TO PROVIDE VLMONT/SITE PRO REINFORING KIT FOR PLTFORM MOUNT SETION OXIL LES, TYP OF 8 (PER SETOR) SNPIN RKET (VLMONT 49, OR EQUL). RKETS PER STNDOFF PIPE SUPPORT LONG NTENN MOUNT SNPIN RKET T NTENN MOUNT SITE PRO LED LOWPROFILE PLTFORM P/N RMQP4096HK NO. DESRIPTION DTE Y /9/5 REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS WI646 SETOR GROUND R, TYP. NTENN LE GROUND KIT, TYP. SETOR GROUND R, TYP. SITE PRO K TO K PIPE MOUNT P/N PMK HOWRD RDINL LN GREEN Y, WI 5407 TLINE RKET (ON END) TO SUPPORT LONG PLTFORM RRU & RYP MOUNT DETIL DRWN Y: HEKED Y: DTE: TZ PROJET #: 5 PIPE MST GROUNDING T NTENN ELEVTION NOTE: THIS DETIL IS ONEPTUL TO DEMONSTRTE GROUNDING T THE NTENNS. VERIFY NUMER OF NTENNS, MOUNTING FRME, NTENN TYPE ND ZIMUTH WITH NT SHEET. 6 NTENN LE GROUNDING T NTENN ELEVTION 7 LED LOPROFILE PLTFORM DETIL SLE: " TO 8" MONOPOLE NTENN MOUNTING DETILS SHEET NUMER NT

19 /8" THREDED ROD " RIGID LUM. ONDUIT (60" TYP.) 4" Ø " PLN VIEW NOTE: INSTLL EH GPS ON THE LOSEST IE RIDGE POSTS TO SHELTER (TYP. T LOTIONS). NEW LUENT GPS NTENN MODEL #L, L6 SEE DETIL # THIS SHEET LE TERMINTION ±0'" "x5"x/4" GLV. STL. NGLE '6" LONG WITH 5/8" Ø UOLTS TO POST. SEE DETIL # THIS SHEET GLV. STL. GRIP STRUT 4" MIN. G. HNNEL W/ /" Ø OLTS TO SUPPORT RKET STM 5 GLV STEEL /" Ø x6" LONG (FULL THRED W/ WSHER ND LOK WSHER OTH SIDES) INSTLLED ELOW THE IE RIDGE IN 5/8" Ø HOLE DRILLED IN SUPPORT PIPE (OLD GLV. DRILLED HOLE). NOTE: SEE DETIL /4 FOR IE RIDGE T PLTFORM ROHN 0' WVEGUIDE RIDGE (GRIP STRUT) OR PPROVED EQUL UT TO FIT, SEE FOR DIMENSION GLVNIZED STEEL 'SNPIN' RS '0" O.. SUSPENDED WITH /8" Ø GLVNIZED LL THRED ROD FOR LE HNGER REQUIREMENTS, SEE TLE NOTES:. IE RIDGE POST SHOULD E STGGERED ON EITHER SIDE OF IE RIDGE FOR EXTR STILITY. NY SPLIES OR NTILEVERED SETIONS OF THE IE RIDGE SHLL E LOTED WITHIN '0" OF SUPPORT POST. '0" MIN. S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: NTENN OX LES # WG TNND SOLID RE JUMPER FROM GPS PIPE MOUNT TO IE RIDGE POST DUL MOUNT GPS NTENN TELWORX KIT PRT # PM0 GPS GROUND KIT, TYP. () GPS NTENNS GPS POLES TO E DJUSTED UP OR DOWN Y SET SREWS WVEGUIDE RIDGE (GRIP STRUT) /" RIGID LUM. ONDUIT SUPPORT LMP (TYP.) TYPE N ONNETOR (4) 0 STINLESS STEEL SREWS, PTIVE IN MOUNTING (5/" HEX DRIVER) () /86 X /8" LONG UP POINTSET SREWS (/6" HEX DRIVER) NOTES:. DO NOT INSTLL LE GROUND KIT T END ND LWYS DIRET GROUND WIRE DOWN TO GROUND R.. THIS DETIL IS TYPIL FOR EH OX LE WHERE IT IS SPEIFIED TO E GROUNDED. LE TO E GROUNDED T NTENN LEVEL ND PRIOR TO ENTERING SHELTER ENTRY PNEL. 4. LE LSO TO E GROUNDED TO GROUND R T TOWER SE IF PPLILE. /6" THIK NEOPRENE GSKET (PRT OF MOUNT) MHINED LUMINUM MOUNTING (KS409 L5) STNDRD /4" (SHEDULE 40) GLVNIZED IRON PIPE (LENGTH S REQUIRED) (MINIMUM LENGTH 8") TYPIL GPS DETIL '6" 6" /" O.D. SH. 40 GLVNIZED STEEL PIPE GRDE " IE RIDGE DETIL NOMINL LE SIZE 5/8" /4" 7/8" LE TYPE NUMER GRVEL OMPOUND LE WVE LE HNGER TYPE NUMER OLTIN VIRGIN SOIL OR OMPTED KFILL WITH MINIMUM ERING PITY OF,000 PSF, TYP. 8" Ø ONRETE PIER. (4) #4 GR. 60 RER W/" Ø IRLE TIES T " O.. ONRETE TO E DYS W/ 6% (±%) ENTRINED IR NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN 5. USE ONLY TIN PLTED GROUNDING KITS. HYRID LE GREEN Y, WI 5407 EXISTING IE RIDGE POST GPS MOUNTING DETIL GPS OX LE #6 WG ONDUTOR TO IE RIDGE GROUND R POLYHSER MODEL # GTDFML 4 WETHER PROOFING KITS GROUNDING STRP KITS SREW ON LUG TTHED TO GROUNDING WIRE GROUNDING STRP KITS OX/ HYRID GROUND KIT DETIL DRWN Y: HEKED Y: DTE: PROJET #: NTENN MOUNTING DETILS SHEET NUMER TZ NT4

20 HRLES EQUIPMENT INET (74"x"x") ategory Dimensions and weight Front and Rear Equipment Rack Space and Hole Spa cing olor Material 74 H x W x D 55 lbs. as shipped 68 (9RU) EI spacing with tapped 4 mounting holes Off White.5 Welded luminum " VERIFY LOTION ND QUNTITY OF NHORS WITH EQUIPMENT INET INSTLLTION MNUL STINLESS STEEL NUT 74" Maximum Heat Dissipation 0000 TU ir onditioner with 000W heater Electrical outlet S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: VD power system with controller 900W Dantherm #/T000 One GFI outlet GE infinity S: NES484 5PS8DE " LEFT SIDE K RDIO EQUIP. INET RIGHT SIDE INET " STINLESS STEEL WSHER FLNGE onding and Grounding (4) x8position Ground ars " INET ELEVTION able Entrance HRLES UEPM69UN INET DIMENSIONS SLE: N.T.S (4) LIFTING RKETS Operating Temp. Range, Inside Enclosure Operating Temp. Range, Outside Enclosure Humidity REFER TO DETIL ELOW 40 to +49 F, 40 to to +5 F, 40 to 46 0 to 95% (noncondensing) ltitude Up to,000 meters (6560 ) POWER SUPPLY (GE) SOLR SHIELD DOOR LRM SWITH FRONT HRLES UEPM69UN INET DIMENSION PLN SLE: N.T.S HRLES EQUIPMENT INET (74"x"x") PLTFORM GRTING TYPIL INET NHORING DETIL SLE: N.T.S DOOR LRM SWITH 5/8" Ø HOLE /" Ø STEEL OLTS THRU GRTING ND NGLE S REQUIRED (TYPIL OF 4 ) NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 9RU, " HORIZONTL RK MOUNT WITH EI HOLE SPING LRM TERMINL LOK REMOVLE PNEL THIS SIDE ONLY REMOVLE PNEL OTH SIDES 0K IR ONDITIONER WI646 HOWRD RDINL LN GFI OUTLET PT LTHING 6 STYLE PDLOKLE DOOR HNDLE REMOVLE PNEL ( LOD ENTER) OTH SIDES PT LTHING 6 STYLE PDLOKLE DOOR HNDLE GREEN Y, WI 5407 DRWN Y: HEKED Y: DTE: TZ PROJET #: WIND LTH EQUIPMENT DETILS WIND LTH X8 POSITION GROUND R 4 EXTERNL GROUND STUDS HRLES UEPM69UN INET OMPONENTS SLE: N.T.S EXTERNL GROUND STUDS (OTH SIDES) SHEET NUMER EQ

21 HRLES UE48EHN DIMENSIONS "W x "W x 7"H WEIGHT 900 LS (EMPTY) WEIGHT 685 LS (w/nid TY) TT. SUPPORT 5 STRINGS SFT TEL. 80, 48V THERML D HRLES TTERY INET (74"x"x") HRLES TTERY INET (74"x"x") HRLES TTERY INET (74"x"x") HRLES TTERY INET (74"x"x") S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: " K 74" 74" 74" 74" " D LEFT SIDE POWER EQUIP. INET RIGHT SIDE FRONT ERISSON 60 en DIMENSIONS 7"W x 7"W x 77"H WEIGHT LS " INET ELEVTION INET ELEVTION INET ELEVTION INET ELEVTION D " HRLES UE48EHN INET DIMENSIONS SLE: N.T.S Ø 0.4" (TYP.) 4" " LIFTING EYES " NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 7" K ERISSON 60 en (77"x7"x7") IL RTED MPS Voltage Phase Enclosure Height Enclosure Width 77" 77" WI646 Enclosure Depth Weight (lbs.) 00 0/ / HOWRD RDINL LN 7" LEFT SIDE ERISSON 60 en (77"x7"x7") RIGHT SIDE 6" 60" 64" GREEN Y, WI 5407 DRWN Y: FRONT MIN ONDUIT ESS " HEKED Y: DTE: PROJET #: TZ 7" 7" '6" EQUIPMENT DETILS INET ELEVTION INET ELEVTION ERISSON 60 en INET DIMENSIONS RKETS FRONT VIEW SLE: N.T.S WLL MOUNTING 0" INTEGRTED LOD ENTER SLE: N.T.S OTTOM VIEW SHEET NUMER EQ

22 '8" '8" TOP PITH OF ROOF ELEV: = ±'0" OTTOM PITH OF ROOF ELEV: = ±'0" DJUSTLE FLOODLIGHT. MOUNT TO NOPY EILING ND IM TOWRDS EQUIPMENT. SEE /E FOR LIGHTING PLN " Ø EXTENDED STEEL PIPE FOR METL ROOF NOPY, TYP. NEM R ENLOSURE (NONT&T) SEE DETIL /5 FOR TRPEZE DETIL LESSEE EQUIPMENT INETS METL ROOF NOPY () "x"x6" NEM DRY ONTT LRMS FOR IL ND GENERTOR. LEVE () 5' OF T 5 OILED IN OX FOR EQUIPMENT ENGINEER (4 GEN LRMS ND OMM PWR, SURGE RRESTOR.) METER WITH SERVIE DISONNET OTTOM PITH OF ROOF ELEV: = ±'0" DJUSTLE FLOODLIGHT. MOUNT TO NOPY EILING ND IM TOWRDS EQUIPMENT. SEE /E FOR LIGHTING PLN " Ø EXTENDED STEEL PIPE FOR METL ROOF NOPY, TYP. SEE DETIL /5 FOR TRPEZE DETIL LESSEE EQUIPMENT INET TOP PITH OF ROOF ELEV: = ±'0" PROPOSED STEEL LDDER EYOND S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: TOP OF GRTING ELEV: = ±'0" PROPOSED STEEL LDDER (TYP.) TOP OF FOUNDTION ELEV: = ±0'6" GRDE ELEV: SEE IVIL DRWINGS TOP PITH OF ROOF ELEV: = ±'0" OTTOM PITH OF ROOF ELEV: = ±'0" NEM R WY SWITH DJUSTLE FLOODLIGHT. MOUNT TO NOPY EILING ND IM TOWRDS EQUIPMENT. SEE /E FOR LIGHTING PLN " Ø EXTENDED STEEL PIPE FOR METL ROOF NOPY, TYP. '0" EQUIPMENT PLTFORM EQUIPMENT PLTFORM ELEVTION SLE: " = 0'0" '8" LESSEE EQUIPMENT INETS 00 IL MOUNTED TO PLTFORM RILING. IL TO E PROVIDED Y VERIZON WIRELESS ND INSTLLED E G. PROPOSED () x NGLES OLTED WITH 5/8" DI. 5 4" O.. (TYP.) METL ROOF NOPY PERIMETER EM OLUMN (TYP.) PLTFORM FOUNDTION 4 EQ SEE DETIL /5 FOR TRPEZE DETIL EQ EQ ELEVTION KEY 00 IL MOUNTED TO PLTFORM RILING. IL TO E PROVIDED Y VERIZON WIRELESS ND INSTLLED E G. TOP OF GRTING ELEV: = ±'0" TOP OF FOUNDTION ELEV: = ±0'6" GRDE ELEV: SEE IVIL DRWINGS EQ TOP PITH OF ROOF ELEV: = ±'0" DJUSTLE FLOODLIGHT. MOUNT TO NOPY EILING ND IM TOWRDS EQUIPMENT. SEE /E FOR LIGHTING PLN " Ø EXTENDED STEEL PIPE FOR METL ROOF NOPY, TYP. SEE DETIL /5 FOR TRPEZE DETIL '6" EQUIPMENT PLTFORM EQUIPMENT PLTFORM ELEVTION SLE: " = 0'0" '8" LESSEE EQUIPMENT INET PROPOSED x NGLE HNDRIL (TYP.) PERIMETER EM OLUMN (TYP.) PLTFORM FOUNDTION TOP PITH OF ROOF ELEV: = ±'0" PROPOSED x NGLE HNDRIL (TYP.) PROPOSED STEEL LDDER NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN PROPOSED STEEL LDDER (TYP.) GREEN Y, WI 5407 PROPOSED x NGLE HNDRIL (TYP.) DRWN Y: HEKED Y: TZ TOP OF GRTING ELEV: = ±'0" PERIMETER EM TOP OF GRTING ELEV: = ±'0" PERIMETER EM DTE: PROJET #: TOP OF FOUNDTION ELEV: = ±0'6" GRDE ELEV: SEE IVIL DRWINGS '0" EQUIPMENT PLTFORM EQUIPMENT PLTFORM ELEVTION SLE: " = 0'0" OLUMN (TYP.) PLTFORM FOUNDTION TOP OF FOUNDTION ELEV: = ±0'6" GRDE ELEV: SEE IVIL DRWINGS 4 '6" EQUIPMENT PLTFORM EQUIPMENT PLTFORM ELEVTION SLE: " = 0'0" OLUMN (TYP.) PLTFORM FOUNDTION PLTFORM ELEVTIONS SHEET NUMER EQ

23 PROPOSED 75' x 75' S LESE RE... ELETRIL NOTES LL WORK IS TO OMPLY WITH THE NTIONL ELETRIL ODE (N.E..) ND NY LOL ORDINNES, ODES, ND LL OTHER DMINISTRTIVE UTHORITIES HVING JURISDITION. THE ONTRTOR SHLL FURNISH ND PY FOR LL PERMITS ND RELTED FEES. LL EQUIPMENT ND MTERIL FURNISHED ND INSTLLED UNDER THIS ONTRT SHLL E UNDERWRITERS LORTORIES (U.L.) LISTED, NEW, FREE FROM DEFETS, ND SHLL E GURNTEED FOR PERIOD OF ONE YER FROM DTE OF FINL EPTNE Y OWNER OR HIS REPRESENTTIVE. SHOULD NY TROULE DEVELOP DURING THIS PERIOD DUE TO FULTY WORKMNSHIP, MTERIL OR EQUIPMENT, THE ONTRTOR SHLL FURNISH LL NEESSRY MTERILS ND LOR TO ORRET THE TROULE WITHOUT OST TO THE OWNER. LL WORK SHLL E EXEUTED IN WORKMN LIKE MNNER ND SHLL PRESENT NET MEHNIL PPERNE WHEN OMPLETED. THE ONTRTOR SHLL E RESPONSILE FOR LL UTTING ND PTHING RELTED TO ELETRIL WORK, ND SHLL RESTORE LL EXISTING LNDSPING, SPRINKLER SYSTEMS, ONDUITS, WIRING, PIPING, ET. DMGED Y THE ELETRIL WORK TO MTH EXISTING ONDITIONS. PROPOSED ' WIDE GGREGTE ESS DRIVE SLE " = SLE 00 S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: ELETRIL WORK SHLL INLUDE, UT NOT E LIMITED TO, LL LOR, MTERILS ND EQUIPMENT REQUIRED TO OMPLETE ELETRIL POWER ND LIGHTING SYSTEMS, TELEPHONE ND OMMUNITION SYSTEMS, PNEL ORDS, ONDUIT, ONTROL WIRING, GROUNDING, ET. S INDITED ON ELETRIL DRWINGS ND/OR S REQUIRED Y GOVERNING ODES. 5. PRIOR TO INSTLLING NY ELETRIL WORK, THE ONTRTOR SHLL VISIT THE JO SITE ND VERIFY EXISTING SITE LOTIONS ND ONDITIONS ND UTILITY SERVIE REQUIREMENTS OF THE JO, ND Y REFERENE TO RHITETURE ND EQUIPMENT SUPPLIERS DRWINGS. SHOULD THERE E NY QUESTION OR PROLEM ONERNING THE NEESSRY PROVISIONS TO E MDE, PROPER DIRETIONS SHLL E OTINED EFORE PROEEDING WITH NY WORK GENERL GROUNDING RITERI (FOR TENNT IMPROVEMENTS): ST STEP: GROUND TO EXISTING UILDING STRUTURL STEEL ND TO THE STREET SIDE OF EXISTING WTER METER OLD WTER LINE. THEN TEST GROUNDING RESISTNE TO WITHIN TO 5 OHMS OVERLL GROUND RESISTNE. WHERE THE EFFETIVE RESISTNE DOES NOT MEET THIS RITERI, PROVIDE SUPPLEMENTL GROUNDING ND RETEST UNTIL GROUND RESISTNE FLLS ELOW THIS LEVEL. SUPPLEMENTL GROUND MY ONSIST OF ONE OR MORE OF THE FOLLOWING: ) OUNTERPOISE, ) UFER GROUND, ) GROUND ROD ND/OR GROUND WELL IN EXTREMELY DVERSE SOIL ONDITIONS. WHERE THE EXISTING UILDING STEEL DOES NOT PROVIDE N EFFETIVE GROUND RESISTNE, THEN THE ONTRTOR SHLL PROVIDE SEPRTE GROUND ONDUTOR FROM ROOF MOUNTED TS EQUIPMENT LOTIONS EITHER DOWN THROUGH THE INSIDE OF THE UILDING OR DOWN THE OUTSIDE OF THE UILDING, DEPENDING UPON OWNER PREFERENE. WHERE THE GROUND ONDUTOR FROM THE ROOF MOUNTED EQUIPMENT IS ROUTED IN ONDUIT, THE ONDUIT SHLL E EFFETIVELY GROUNDED TO THE GROUND ONDUTOR T OTH ENDS OF THE ONDUIT. (MONOPOLE INSTLLTIONS): FOR INSTLLTIONS WHERE WOODEN STRUTURES, TOWERS, ONRETE SILOS ET. RE ENOUNTERED SEPRTE DOWNLED SHLL E PROVIDED FROM THE NTENNS SEPRTED Y MINIMUM OF INHES FROM THE OXIL LES. THE GROUND ONDUTOR SHLL E SEURELY FSTENED TO THE EXTERIOR OF OUTSIDE STRUTURES WITH NONMETLLI GROUND STRPS EVERY 0 FEET. GIN, S FOR TENNT IMPROVEMENT PROJETS, TEST THE GROUND RESISTNE FOR MONOPOLE INSTLLTIONS ND PROEED PER THE OVE STEPS PROVIDE POWER ND TELEPHONE TO SERVIE POINTS PER UTILITY OMPNY REQUIREMENTS. ONTRTOR SHLL ONTT UTILITY SERVIE PLNNERS ND OTIN LL SERVIE REQUIREMENTS ND INLUDE OSTS FOR SUH IN HIS ID. SERVIE EQUIPMENT SHLL HVE SHORT IRUIT WITHSTND RTING EQUL TO OR EXEEDING THE MXIMUM VILLE FULT URRENT T THE SUPPLY TERMINL. THE INSTLLTION SHLL E FREE FROM NY SHORT IRUITS ND GROUNDS. LL WIRING SHLL E OPPER WITH THHN/THWN DUL RTED 600 VOLTS INSULTION. IN THE EVENT OF NY ONFLIT OR INONSISTENY ETWEEN ITEMS SHOWN ON THE PLNS ND/OR SPEIFITIONS, THE NOTE, SPEIFITION OR ODE WHIH PRESRIES ND ESTLISHES THE HIGHEST STNDRD OF PERFORMNE SHLL PREVIL. SERVIE ONDUITS SHLL HVE NO MORE THN () 90 ENDS IN NY SINGLE RUN. THE ONTRTOR SHLL PROVIDE PULL OXES S NEEDED WHERE ONDUIT REQUIREMENTS EXEED THESE ONDITIONS. LL ELETRIL EQUIPMENT SHLL E NHORED TO WITHSTND 00 M.P.H. WIND SPEED ND DESIGNED FOR EXPOSURE. LL OX, POWER ND TELEPHONE SYSTEM ONDUITS SHLL HVE MINIMUM 4" RDIUS SWEEPS TO EQUIPMENT, PULLOXES, MONOPOLE, ET., UNLESS OTHERWISE NOTED, OR S REQUIRED Y UTILITY OMPNIES. FUSE TYPE SHLL E USSMN RKI LOW PEK FUSE (LPURK00). UPON OMPLETION OF THE JO, THE ONTRTOR SHLL FURNISH SUILT DRWINGS TO THE OWNER. ONTRTOR TO PROVIDE GUTTER TP(S) S REQUIRED. ONTRTOR TO OLOR PHSE ONDUTORS LK ( PHSE), RED ( PHSE), WHITE (NEUTRL), ND GREEN (GROUND). LL ELETRIL WORK SHLL E IN ORDNE WITH PPLILE SETIONS OF THE LOL ND STTE UILDING ODES PROPOSED 8' HIGH ORD ON ORD FENE () 4" FIER ONDUITS WITH () /4" INNERDUTS IN EH ONDUIT FROM FIER HNDHOLE TO FIER ENLOSURE T EQUIPMENT RE (70 L.F.±) PROPOSED MULTIGNG METER HFRME PROPOSED FIER HNDHOLE (Y FIER PROVIDER) MIN. 4" END RDIUS ON LL ONDUIT, TYP. UGE PROPOSED TOWER UGE UGE UGE UGE UGE UGE () 4" W/ PULL ROPE FROM TRNSFORMER TO METER ENTER, 0 L.F.± PROPOSED TRNSFORMER UGE UGE UGE UGE UGE UGE UGE UGE UGE PRIMRY ELETRI FEED TO NEW TRNSFORMER, ONTRTOR TO PROVIDE () 4"., 50 L.F.± FIER SERVIE EXTENSION FROM R.O.W., () 4" FIER ONDUITS WITH () /4" INNERDUTS IN EH ONDUIT TO HNDHOLE (TO E DETERMINED) (50 L.F.±) PROPOSED 0' WIDE ESS & UTILITY ESEMENT UGE " WITH () 4/O + () # G., 00± L.F. UGE UGE UGE UGE UGE x x x x x x x x x x PROPOSED ('6" x '0") LESSEE ELEVTED STEEL EQUIPMENT PLTFORM PROPOSED LESSEE GENERTOR ON MOUNTED (4' x 0') ON. PD SEE E FOR GENERTOR UTILITY ROUTING PLN FOR ONTINUTION OF ELETRI & FIER RUNS (SEE LP SHEET) x x DTE: NO. DESRIPTION DTE Y DRWN Y: HEKED Y: PROJET #: REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN GREEN Y, WI 5407 TZ UTILITY ROUTING PLN UTILITIES: POWER FIER T..D. T..D. SHEET NUMER E

24 NOTES: ) EXISTING MNUL TRNSFER SWITH TO E REMOVED Y THE ELETRIL ONTRTOR (E.) ND TURNED OVER TO LESSEE. REMOVED EXTERNL GROUND TERMINTION ND REONNET TO NEW TRNSFER SWITH USING EXISTING GROUND LUG. ) LL UNDERGROUND GROUND TERMINTIONS ND TERMINTIONS TO EXISTING UILDING GROUND GRID TO E HEVY DUTY EXOTHERMI (D WELD). ) NEW UTOMTI TRNSFER SWITH, INSTLLED ND WIRED Y E.. ONNET EXTERNL GROUND LUG ND GROUNDING ONDUTOR THT WS REMOVED FROM MNUL TRNSFER SWITH. PROPOSED WVE GUIDE & IE RIDGE FROM PLTFORM TO NTENN TOWER ' SLE " = S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: ) EXISTING UILDING GROUND GRID IS INDITED ON THE NEW PLN. HOWEVER, EXT LOTION IS NOT KNOWN. E.. MUST LOTE THIS GROUND GRID TO PROVIDE THE TTHMENT OF THE GENERTOR GROUND GRID. LSO THE UNDERGROUND ONDUITS FROM THE GENERTOR TO THE UILDING WILL ROSS OVER THIS GROUND GRID. RE MUST E TKEN NOT TO DMGE THE GROUND GRID. IF NY DMGE OURS IT MUST E REPIRED SO THT THE OMPLETE GRID SYSTEM REMINS INTT. 5) E.. TO EXTEND # TINNED SOLID OPPER GROUND ONDUTORS FROM () LOTIONS ON GENERTOR FRME (SEE MNUFTURERS REOMMENDTIONS) PROVIDE GROUND LUGS ON GENERTOR S REQUIRED. EXTEND #/0 STRNDED GROUND ONDUTOR ND ONNET TO OPPER LD GROUND RODS VI HEVY DUTY EXOTHERMI TERMINTIONS ND THEN EXTENDED ND TTH TO UILDING GROUND GRID VI EXOTHERMI TERMINTIONS. PROPOSED ('6" x '0") LESSEE ELEVTED STEEL EQUIPMENT PLTFORM PROPOSED LESSEE EQUIPMENT INETS MOUNTED ON STEEL PLTFORM. 0 ' ' 4' PROPOSED (' x 0') LESSEE LESE RE 6) NEW GENERTOR FURNISHED Y LESSEE. INSTLLED ND WIRED Y E.. DELIVERED ND SET Y P&D. 7) EXISTING PNELORD E.. TO PROVIDE () IP0 REKERS ND EXTEND IRUITS OUT TO GENERTOR LOTIONS FOR WIRING OF 800 WTT WTER JKET HETER, ND TTERY HRGER. PROVIDE REEPTLES OR TERMINTIONS S REQUIED. VERIFY EXT LOTIONS WITH GENER. 8) E.. MUST MONITOR D POWER WHEN ON TTERY KUP DURING PORTIONS OF ONSTRUTION. IF LEVEL FLLS ELOW REOMMENDED LEVEL 56 D, E.. MUST TURN ON THE MIN POWER. THE ELL SITE NNOT GO OFF LINE T NYTIME. PROPOSED NEM R 00MP IL MOUNTED TO PLTFORM RILING NEM R ENLOSURE (NONT&T) () #6 THWN. LEVE 5' OF #6 IN LRM OX () # THHN SOLID OPPER ONDUTORS FROM GENERTOR TO TS IN /4" HEVY WLL ONDUIT ONDUIT STU UP RE. SEE/OORDINTE WITH MNUFTURER'S SPEIFITIONS () ELDEN T5 LE FROM GENERTOR TO IL IN " HEVY WLL ONDUIT. LEVE 5' SPOOLED IN LRM OX. () #/0 THHN/THWN & () # GREEN GROUND ONDUTOR FROM GENERTOR TO IL IN /" H.W. ONDUIT (4) # THHN/THWN & () # GREEN GROUND IN " RIGID H.W. ONDUIT FROM IL TO GENERTOR. NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN NOTE: ONTRTOR TO VERIFY ROUTES WITH LOL UTILITY OMPNY PRIOR TO INSTLLTION. PROPOSED ELETRI METER WITH SERVIE DISONNET Y POWER OMPNY NEW ELETRI ONDUIT FROM DISONNET TO IL FOR "NORML" POWER MODE GREEN Y, WI 5407 NOTES: ) SEE DETILS ON EXISTING GROUND GRID ND GENERTOR GROUND GRID FOR REQUIRED GROUNDING SYSTEM. DRWN Y: HEKED Y: DTE: TZ ) PROVIDE NEW FEEDER ONDUTORS FROM MIN SERVIE SWITH TO TRNSFER SWITH FROM TRNSFER SWITH TO EXISTING TP OX ND FROM TP OX TO EXISTING PNELORD. ) RE MUST E TKEN INTHE PLEMENT OF NEW UTOMTI TRNSFER SWITH SO THT ENTRNE OF THE FEEDER THRU THE K OF THE TRNSFER SWITH DOES NOT INTERFERE WITH EQUIPMENT INSIDE TRNSFER SWITH OR WITH TRNSFER SWITH OPERTION. PROJET #: GENERTOR UTILITY ROUTING PLN SHEET NUMER E

25 KEY 4 () #/0 & () # GND IN /" (4) # & () # GND IN " (SEE NOTE) () T5 ELDEN IN " FROM GENERTOR TO LRM OX. LEVE 5' SPOOLED IN LRM OX () # THWN IN /4" NOTE: E.. TO PROVIDE () 0 POLE IRUIT REKERS FOR TTERY HRGER ND JKET HETER 5 () #6 THWN. LEVE 5' OF #6 IN LRM OX () # THHN/THWN FROM GENERTOR TO TRNSFER SWITH PER GENER REQUIREMENTS. GENERTOR REMOTE STRT WIRING S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: GENERTOR IF NOT PRESENTLY ON SITE E.. MUST PROVIDE: GENERTOR POWER FIL THE.. FIL RELY IS ONNETED TO EH PHSE OF THE INOMING POWER. THE NORMLLY OPEN ONTTS LOSE UPON LOSS OF POWER SENDING N LRM. FUEL TNK RUPTURE IF INNER HULL LEKS THE LRM ONTTS WILL OPEN SENDING N LRM LOW FUEL IF FUEL IS LOW THE ONTTS OPEN SENDING N LRM GENERTOR RUN TRNSFER SWITH RED LK GENERTOR GENERTOR GENERTOR TG ONDUTORS GENERTOR POWER FIL TG ONDUTORS FUEL TNK RUPTURE TG ONDUTORS LOW FUEL TG ONDUTORS GENERTOR RUN TRNSFER SWITH #6 THWN TG ONDUTORS "REMOTE STRT" #6 THHN STRNDED FROM WIRING LOK. SEE NOTES # ND # 0/40V WIRE GENERTOR PROPOSED FOURPLEX GFI REEPTLE (NEM R) TO E MOUNTED WITHIN HOUSING OF GENERTOR (FOR OLD WETHER HETERS) 4 G # GROUND TTERY HRGE & LK HTR. /4" x 0' GROUND ROD UTILITY SERVIE 0/40V PHSE WIRE KWH METER SERVIE FEED TO SERVIE DIS. NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 OMMON GENERTOR TG ONDUTORS OMMON NEW 00 IL W/ TS HOWRD RDINL LN GREEN Y, WI 5407 NOTES: 5 DRWN Y: LRM WIRING ) E.. TO PULL #6 WG SOLID RED ND #6 WG SOLID LK FROM THE TRNSFER SWITH TO LRM WIRING LOK FOR REMOTE STRT. ) E.. TO PULL LL LRM LEDS TO EXISTING LRM WIRING LOK. LEVE MINIMUM OF 4" PIGTILS T LRM WIRING LOK ND TG ONDUTORS S INDITED, TERMINTIONS ON LRM POINT WIRING LOK Y OTHERS. ONDUTORS N E RUN EXPOSED. THEY SHLL E NETLY UNDLED USING NYLON TIES ND SUPPORTED T '0" INTERVLS FOR NET INSTLLTION. "x"x6" LRM OX NEW SINGLE LINE DIGRM HEKED Y: DTE: PROJET #: GENERTOR SINGLE LINE DIGRM & LRM WIRING SHEET NUMER E TZ

26 NO. DESRIPTION DTE Y S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: VERIZON WIRELESS PNEL "" SHEDULE VOLTGE: PHSE: MIN: 00/ SPE SPE SPE SPE SPE SPE SPE SPE SPE TO UTOMTI TRNSFER SWITH /40 WIRE: S / S G / N DESRIPTION RKR. WTTS WTTS RKR. DESRIPTION SPE SPE SPE SPE SPE SPE SPE SPE SPE DJUSTLE FLOODLIGHT NEMLUX MR/5 OR PPROVED EQUL. MOUNT TO NOPY EILING ND IM TOWRDS EQUIPMENT. LESSEE EQUIPMENT INETS GFI REEPTLE 8" OVE PLTFORM GRTING POWER INET NEM R WY SWITH. MOUNTED TO HNDRIL STEEL LDDER #4, /4" (TYP.) REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 SPE SPE SPE SPE SPE SPE SPE SPE SPE SPE SPE SPE NEM R WY SWITH. MOUNTED TO HNDRIL HOWRD RDINL LN EXTERIOR LIGHTS GFI REEPTLE GEN TTERY HRGER 0/ 800 0/ / 0/ / SPE GFI REEPTLE GEN. LOK HETER& HRGER POWER INET STEEL LDDER GREEN Y, WI 5407 SURGE RRESTOR SURFE MOUNTED NEM R w/door K I REKERS (ONTRTOR SHLL VERIFY I RTINGS W/LOL POWER O.) NOTE: VERIZON WIRELESS EQUIPMENT ENGINEERING TO SUPPLY REKER FOR RDIO ND POWER INETS LESSEE EQUIPMENT PLTFORM GFI REEPTLE 8" OVE PLTFORM GRTING DJUSTLE FLOODLIGHT NEMLUX MR/5 OR PPROVED EQUL. MOUNT TO NOPY EILING ND IM TOWRDS EQUIPMENT. DRWN Y: HEKED Y: DTE: PROJET #: TZ PNEL SHEDULE & LIGHTING PLN PNEL ORD SHEDULE N.T..S PLTFORM LIGHTING PLN SLE: SHEET NUMER E

27 TYPIL KEYED GROUNDING NOTES 4 5 # WG TNND SOLID RE OPPER ONDUTOR 4" ELOW GRDE (TYPIL) MINIMUM 4" ENDING RDIUS 5/8" x 0' OPPER LD GROUND ROD 6 5' GROUND LL ORNER POSTS WITH MEHNIL PIPE ONNETORS PERIPHERL GROUND RING SHOULD E INSTLLED '' INSIDE THE FENE LINE, THE TOWER GROUND RING SHOULD E INSTLLED MINIMUM TWO FEET OFF OF NY STRUTURE 5/8"Ø 0' LONG OPPERLD GROUND ROD WITH INSPETION WELL, TOP OF GROUND ROD MX 4" URY, SEE DETIL SHEET E5. SLE " = S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: INSPETION WELL # OND TOWER TO GROUND SYSTEM WITH DWELD TYPE VS, LOTIONS 0.5' 5' 0' 8 GTE JUMPERS SEE DETIL ON SHEET E5 9 PROVIDE N EXTERNL # TNNOTED GROUND LED FROM GROUND RING TO LL METL INETS ON UTILITY KORD (TELO,ELEXTRI,REKER PNELS, METER RKS, JUNTION OXES, ET.) SLEEVED IN ONDUIT FROM JUST ELOW GRDE TO SND INETS USING URNDY TYPE LONG RREL LUGS WITH NOOK OR OPPER SHIELD 0 ELETRI METER ND ELETRI SERVIE GROUNDING (SEE DETIL SHEET E), OORDINTE LTERNTE WITH PM 4" x 0" x 4" FIER OPTI HND HOLE (SEE DETIL 9, SHEET E7) " x " x /4" GROUND R INSIDE OF HND HOLE. G.. TO DRIVE 0' GROUND ROD & LMP TO GROUND R (SEE DETIL 9, SHEET E7) MINTIN TWO FOOT DISTNE OFF OF STRUTURES. PLTFORM ORNER POST, STEEL OLUMN, STEEL EM & NOPY GROUND INET GROUND OLTED TO UNIT HOUSING VZW DISONNET ND ELETRI SERVIE GROUND TO GROUND ROD GROUND HIN LINK FENE (TYPIL) EXOTHERMI ONNETION (TYPE VS) GROUND FENE POSTS WITHIN 6 FEET OF PLTFORM ND 5 FEET OF TOWER. (SEE DETIL, SHEET E5.) GROUND OXIL NTENN LES TO GROUND R Y NTENN ONTRTOR TERMINTE LES '0" FROM PLTFORM ND INSTLL LIGHTNING SURGE RRESTORS ON EH LE GROUND. EXOTHERMILLY WELD OPPER GROUND R TIL TO HLO GROUND RING (EXOTHERMI ONNETION TYPE T) Y NTENN ONTRTOR. FINL ONNETION Y ELETRIL ONTRTOR. 4"X0"X/4" TNND INSULTED OPPER GROUND, NON ISOLTED WITH 0.0' LONG # WG TNND SOLID OPPER WIRE WELDED TILS (HRGER GIT 440VW) GROUND LE WVEGUIDE RIDGE (TYP.) Y ELETRIL ONTRTOR. PROPOSED LESSEE EQUIPMENT INETS MOUNTED ON STEEL PLTFORM PROPOSED WVE GUIDE & IE RIDGE FROM PLTFORM TO NTENN TOWER NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 4"x0"x/4" TNND INSULTED OPPER GROUND R, NONISOLTED, WITH 0.0' LONG # WG TNND SOLID OPPER WIRE WELDED TILS (HRGER GIT 440VW) WI OND TOWER GROUND RING TO PROPOSED PLTFORM GROUND RING WITH # WG TNND SOLID OPPER ONDUTOR IN LOTIONS. TWO # LEDS FROM THE EGR TO THE GROUND R T UTILITY FRME LOTED ON PLTFORM STEEL. DWELD T EGR ND DOULE HOLE LUGS ON PLTFORM. OND RYP TO MG. EXTEND GROUND ONDUTORS IN /" RIGID H.W. ONDUIT DJENT TO PD, OFFSET ND TTH TO EXTERIOR OF GENERTOR HOUSING ND EXTEND TO GROUND LUGS S REQUIRED, VERIFY LOTION WITH GENER. MG MOUNTED UNDER PERIMETER EM IL NEM R ENLOSURE (NONT&T) 5 6 HOWRD RDINL LN GREEN Y, WI EXISTING TOWER OR OMPOUND GROUND RING (V.I.F.) DRWN Y: 9 EH TOWER FOUNDTION TO HVE T LEST ONE NHOR OLT ONDED TO TOWER GROUND RING WITH # TINNED SOLID OPPER ONDUTOR ' HEKED Y: DTE: TZ PROJET #: LEGEND: GROUND R OR RRESTOR R SPRE GROUND LED SITE GROUNDING PLN 5/8"Ø x 0'0" GROUND ROD GROUND SYSTEM TEST WELL DWELD OR PPROVED ONNETION MEHNIL ONNETION EXISTING GROUNDING NEW GROUNDING NOTE: SEE GROUNDING DETILS ON SHEETS E & E4 SITE GROUNDING PLN SLE: " = 4' SHEET NUMER E

28 SETION FOR USE UNDER PVEMENT OR VEHILE TRFFI RES RESTORE SURFE OURSE ND SE OURSE MTERIL TO ORIGINL ONDITION GRVEL SE OMPTED TO 90% STNDRD PROTOR MXIMUM DRY DENSITY 4" 8" '0" SETION FOR USE UNDER GRSS OR RE GROUND RES RESEED S NEEDED OMPTED NTIVE SOIL GRETER OF '0" OR 6" ELOW FROST LINE () NEW 4" ONDUIT FOR TELO SERVIE SETION FOR USE UNDER PVEMENT OR VEHILE TRFFI RES RESTORE SURFE OURSE ND SE OURSE MTERIL TO ORIGINL ONDITION 8" 4" '0" SETION FOR USE UNDER GRSS OR RE GROUND RES RESEED S NEEDED OMPTED NTIVE SOIL () NEW 4" ONDUITS FOR ELETRIL SERVIE GRETER OF '0" OR 6" ELOW FROST LINE RESTORE SURFE OURSE ND SE OURSE MTERIL TO ORIGINL ONDITION SETION FOR USE UNDER PVEMENT OR VEHILE TRFFI RES SETION FOR USE UNDER GRSS OR RE GROUND RES GRVEL SE GRVEL SE WRNING OMPTED TO 90% OMPTED TO 90% WRNING TPE STNDRD PROTOR STNDRD PROTOR TPE MXIMUM DRY MXIMUM DRY DENSITY DENSITY SND SND SND () NEW 4" ONDUITS FOR ELETRIL SERVIE 8" 4" '0" RESEED S NEEDED OMPTED NTIVE SOIL WRNING TPE GRETER OF '0" OR 6" ELOW FROST LINE 4 5 6'0" MX 4 '0" MIN 6 '0" () NEW 4" ONDUIT FOR TELEPHONE SERVIE S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: " 4" 4" TELEPHONE TRENH DETIL FIELD LOTE 5 " FIELD LOTE 4" 4" 8'0" ELETRIL TRENH DETIL FIELD LOTE " 4" '0" 4" JOINT UTILITY TRENH DETIL 8'0" 7 7 NO. DESRIPTION DTE Y " TYP REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 8" MIN 6" TYP WI646 HOWRD RDINL LN 6" TYP GREEN Y, WI 5407 SIDE VIEW '0" TYP UTILITY HFRME FRONT VIEW SIDE VIEW TELO HFRME RER VIEW DRWN Y: 4 400, 0/40V, PHSE, WIRE, 4 POSITION METERING ENTER (00 MX IRUIT REKER) (SQURE D METER PK OR EQUL) 5 TENNT SERVIE DISONNET (SQURE D TLOG #QOM5MVH, OR EQUL) 7 5 0/40V PHSE, WIRE, POSITION LOD ENTER (SQURE D QO LOD ENTER #QOL5GR, OR PPROVED EQUL) 8 0/40V GNG OMMERIL GRDE OUTDOOR ELETRIL OX W/ 0 OMMERIL GRDE DUPLEX REEPTLE 5 80k 0/40V, PHSE, WIRE TRNSIENT VOLTGE SURGE SUPPRESSER (TESSO #0065, OR PPROVED EQUL) LLOON REFERENE NOTES: 6 " NOMINL GLVNIZED STEEL PIPE WITH PIPE P 9 0 HORIZONTL SUPPORT MEMER (UNISTRUT P000, OR PPROVED EQUL) ONTRTOR TO MINTIN '0" MINIMUM LERNE FROM METERING ENTER TO NEREST OSTRUTION 4'x4' HOFFMN OX FOR TELO PROPOSED TELO PEDESTL (PROVIDED Y T&T) LOTED NEXT TO UTILITY POLE IN R.O.W. 4 UTILITY & TELO HFRME DETIL 6' #6 GROUND WIRE OILED T POST. ONNET TO GROUNDING SYSTEM # WG RE SOLID TINNED OPPER WIRE ROUTED TO GROUNDING SYSTEM (TYP. EH LEG) HEKED Y: DTE: PROJET #: UTILITY DETILS SHEET NUMER E TZ

29 LOD PER PHSE (V) PHSE S PNEL SHEDULE MIN: 5 MIN LUGS VOLTGE: 0/40V PHSE: WIRE: FEEDER: INTERRUPT RTING: 0 KI ENLOSURE: NEM R IRUIT DESRIPTION REKER WIRE NO. NO. WIRE REKER IRUIT DESRIPTION DUPLEX REEPTLE 0 #0 SPRE SPRE 4 SPRE SPRE 5 6 SPRE SPRE 7 8 SPRE SPRE 9 0 SPRE SPRE SPRE LOD PER PHSE (V) PHSE S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: IEN/ FIER EQUIPMENT.. SERVIE OND IS TO E MDE Y DEVIES (STRPS, SREWS. ET.) SUPPLIED Y EQUIPMENT MNUFTURER. IF NO SUH DEVIE IS SUPPLIED, OND IS TO E MDE IN ORDNE WITH NE RTILE 50. ONDUTOR OVERURRENT PROTETION DEVIES RE SELETED IN ORDNE WITH NE RTILE 40. ONDUTOR SIZING IS SELETED FROM NE RTILE LOD ENTER (SEE PNEL SHEDULE) () /0, () #4 GRD IN () " UV RESISTNT SH. 40 PV ONDUIT ONDUTOR OVERURRENT PROTETION DEVIES RE SELETED IN ORDNE WITH NE RTILE 40. ONDUTOR SIZING IS SELETED FROM NE RTILE 06. LL LUGS THT HOLD MORE THN ONE WIRE SHLL E LISTED FOR MULTIRRELL ONNETIONS. LL ONDUTORS SHLL E INSULTED THHN WIRE. LOD ENTER PNEL SHEDULE & NOTES TRNSIENT VOLTGE SURGE SUPPRESSER METERING ENTER, 400, 0/40V, PHSE M M M NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN UTILITY O. TRNSFORMER NEW SINGLE GNG WETHERPROOF DUPLEX REEPTLE 00 M FIER HNDHOLE GREEN Y, WI 5407 () 4" ONDUITS W/ PULL STRINGS DRWN Y: HEKED Y: DTE: PROJET #: TZ () 4" SH. 40 PV ONDUIT W/ () /4" INNERDUTS IN EH ONDUIT & () 00L POLYETHYLENE ORD PULL STRINGS SINGLE LINE DIGRM & PNEL SHEDULE ELETRIL SINGLELINE DIGRM SHEET NUMER E4

30 GROUND R T MONOPOLE SE SUPPLIED Y OTHERS EXOTHERMI ONNETION 4" FLEX ONDUIT EXTENDING " ELOW FINISHED GRDE MONOPOLE ONTRTOR TO WETHER PROOF FLEX ONDUIT OPENINGS (TYP, LL OVE GRDE FLEX ONDUIT OPENINGS) PRLLEL THROUGH ONNETION OF HORIZONTL LES TYPE PT TO FLT STEEL SURFE OR HORIZONTL PIPE TYPE HS HYPRESS TYPE YGH MONOPOLE FOUNDTION EXOTHERMI ONNETION T MONOPOLE SE (TYP PLES) S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: TOP OF FOUNDTION 6" 6" MIN. FINISHED GRDE GROUND RING TOWER SE # TW TEST WIRE WHERE PPLILE FINISHED GRDE.L.T. OR EQUIVLENT 8"~X44" SH. 40 PV TEST WELL W/ ST IRON LID. GROUND RING # SOLID TINNED OPPER WIRE TO GROUND RING (TYP) 6" ELOW FROST FINISHED GRDE THROUGH LE TO TOP OF GROUND ROD TYPE GT HORIZONTL SPLIE SPLIE OF HORIZONTL LES LE DOWN T 45 TO VERTIL STEEL SURFE INLUDING PIPE TYPE VS VERTIL PIPE LE DOWN T 45 TO RNGE OF VERTIL PIPES TYPE VS TYPIL WELDING ONNETIONS 4/0 INSULTED STRNDED OPPER # SOLID, TINNED, RE OPPER ROUTED IN FLEX ONDUIT MSTER GROUND TOP OF POLE MSTER GROUND SE OF POLE FIELD FRITED GREEN STRNDED INSULTED TYPE Y OPPER LUGS TWO HOLE LONG RREL LENGTH TYPE Y LIGHTNING ROD NEW MONOPOLE GROUND RING MONOPOLE SE PLTE (TYP) NEW MONOPOLE NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS WI646 HOWRD RDINL LN 44" EXOTHERMI ONNETION # SOLID, TINNED, RE OPPER PER MNUFTURER REOMMENDTION GREEN Y, WI 5407 # SOLID TINNED RE OPPER GROUND RING ONDUTOR # SOLID TINNED RE OPPER GROUND RING ONDUTOR EXOTHERMI ONNETION GTE FRME FENE ORNER POST FENE GTE POST NEW PERIMETER GROUND RING ELETRIL SERVIE ENTRNE GROUND DRWN Y: HEKED Y: DTE: PROJET #: TZ ESS WELL DETIL 8" MIN. RUSHED STONE GROUNDING ROD DETIL 4 # SOLID, TINNED, RE OPPER ROUTED IN FLEX ONDUIT 5 LOD ENTER TELO OMMON OX TRNSIENT VOLTGE SURGE SUPPRESSER GROUNDING SHEMTI 5 UTILITY HFRME POST ELETRIL ND GROUNDING DETILS SHEET NUMER E5

31 VENTED PLSTI OR STEEL OVER ONRETE, PLSTI OR STEEL ODY PROPOSED GRDE VENTED PLSTI OR STEEL OVER ONRETE, PLSTI OR STEEL ODY "± "± S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: PROPOSED GRDE ELETROLYTI TYPE "K" OPPER GROUND ROD TUING " ± RETHER HOLE EXOTHERMI WELD PIGTIL TO GROUND RING TO GROUND RING " WIDE TRENH KFILLED WITH ENTONITE SLURRY. SLOPE TRENH ND ROD /8"/FT TOWRD END P. 4" MIN. END P " ± SEE PLN ELETROLYTI TYPE "K" OPPER GROUND ROD TUING RETHER HOLE EXOTHERMI WELD PIGTIL TO GROUND RING TO GROUND RING 8" UGERED HOLE KFILLED WITH ENTONITE SLURRY WEEP HOLE, TYP END P NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 SEE PLN WEEP HOLE, TYP "± WI646 HOWRD RDINL LN GREEN Y, WI 5407 DRWN Y: HEKED Y: DTE: PROJET #: TZ GROUNDING DETILS XIT HEMIL GROUND DETIL HORIZONTL (WHEN REQUIRED) XIT HEMIL GROUND DETIL VERTIL (WHEN REQUIRED) SHEET NUMER E6

32 NOTE: NTENN LES SHLL E GROUNDED T THE NTENN HEIGHT OF TOWER PROPOSED LESSEE GENERTOR MOUNTED ON (4' x 0') ON. PD SEE DETIL /5 FOR TRPEZE DETIL # GROUND WIRE FROM NOPY TO PIPE (TYP.) " Ø EXTENDED STEEL PIPE FOR METL ROOF NOPY, TYP. # GROUND WIRE FROM NGLE TO PIPE (TYP.) # GREEN STRNDED INSULTED OPPER GROUND WIRE FROM INET HSSIS (TYP.) METL ROOF NOPY LESSEE EQUIPMENT INETS INTERNL GROUNDING (Y OTHERS) PROPOSED x NGLE HNDRIL (TYP.) ' MIN. DUL GPS NTENN GROUND GPS NTENN TO GRND R W/ #6 WG STRNDED, TINNED RE U GROUND LED GROUND LL NTENN GROUND KITS TO GRND R Y NTENN ONTRTOR. # WG TNND STRNDED INSULTED OPPER ONDUTOR W/ HOLE LUGS, EITHER SIDE Y NTENN ONTRTOR NTENN LES 4"x0"x/4" TNND INSULTED OPPER IE RIDGE GROUND R, NON ISOLTED, FOR GROUND KITS, Y ELETRIL ONTRTOR. # RE SOLID TINNED OPPER GROUND DOWN TO NEW HLO GROUNDING SYSTEM PV ENSED. LIP TO STRUTURE OR PIPE MX '0" O.. (TYP.) PROPOSED RYP PROVIDE DRIP LOOP NEW IE RIDGE # WG TNND SOLID RE OPPER WIRE JUMPER EXOTHERMI ONNETION, (TYPE VS) TO POST, HOLE LUG TO RIDGE, EH SIDE Y NTENN ONTRTOR NTENN GROUND KIT (ON VERTIL) 6" OVE POINT OF END Y NTENN ONTRTOR #6 GROUND STRPS ONNET TO TOWER GROUND R W/ DOULE LUGS W/STR/LOK WSHERS ONNETIONS. TO TOWER GROUND R SEE DETIL /E5 GRDE # GROUND WIRE FOR GEN. SEE DETIL # THIS SHEET # GROUND WIRE FROM OLUMN TO EM (TYP.) OLUMN (TYP.) EQUIPMENT GROUND R T UTILITY FRME 6" TYP. S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: /" DI. PV ONDUIT FOR GROUND WIRE, FSTENED TO ENLOSURE W/ () NON METLLI "" LMP, FEED THRU ND EXTEND PV PIPE 6" ELOW GRDE (TYP) NEW GROUND TEST WELL EXOTHERMI ONNETION (TYPE T) PERIMETER EM PLTFORM FOUNDTION 4" NEW HLO GROUND RING (# WG TNND SOLID RE OPPER WIRE) TYPIL SITE GROUNDING DETIL SLE: MG GLV. PIPE Y NTENN ONTRTOR (TYP.) ELETRIL ONTRTOR SHLL PROVIDE MIN. 0' LONG # WG TNND SOLID RE OPPER WIRE FOR NTENN ONTRTOR TO GROUND THE WVEGUIDE RIDGE SUPPORT (TYP. OF, ONE OF EH SIDE) NEW 5/8" x 0'0" LONG OPPER LD GROUND ROD (TYP.) EXOTHERMI ONNETION (TYPE VS) Y E.. HLO GROUND RING NO. DESRIPTION DTE Y REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 PROVIDE L'S INTO SIDE OF GENERTOR HOUSING. EXTEND GROUND ONDUTORS IN /" RIGID H.W. ONDUIT DJENT TO PD, OFFSET ND TTH TO EXTERIOR OF GENERTOR HOUSING ND EXTEND TO GROUND LUGS S REQUIRED, VERIFY LOTION WITH GENER. SE TNK OND # TINNED SOLID OPPER GROUND ONDUTOR TO GENERTOR FRME S REOMMENDED Y GENERTOR SUPPLIER. (TYP.) 4" MIN. LESSEE EQUIPMENT INETS DJUSTLE FLOODLIGHT NEMLUX MR/5 OR PPROVED EQUL. MOUNT TO NOPY EILING ND IM TOWRDS EQUIPMENT. POWER INET POWER INET NEM R WY SWITH. MOUNTED TO HNDRIL STEEL LDDER #4, /4" (TYP.) NEM R WY SWITH. MOUNTED TO HNDRIL STEEL LDDER DRWN Y: HEKED Y: DTE: WI646 HOWRD RDINL LN GREEN Y, WI 5407 PROJET #: TZ EXTEND # TINNED SOLID OPPER GROUND ONDUTOR TO EXISTING UILDING GRID, TYP. # TINNED SOLID OPPER GROUND ONDUTOR (TYP.) 5/8" x 0' GROUND ROD (TYP.) GENERTOR GROUNDING DETIL SLE: N.T.S LESSEE EQUIPMENT PLTFORM DJUSTLE FLOODLIGHT NEMLUX MR/5 OR PPROVED EQUL. MOUNT TO NOPY EILING ND IM TOWRDS EQUIPMENT. PLTFORM LIGHTING LYOUT SLE: ELETRIL & GROUNDING DETILS SHEET NUMER E7

33 GENERL NOTES STRUTURL NOTES UTILITIES PINTING. LL REFERENES TO OWNER HEREIN SHLL E ONSTRUED TO MEN S OR IT'S DESIGNTED REPRESENTTIVE.. LL WORK PRESENTED ON THESE DRWINGS MUST E OMPLETED UNLESS NOTED OTHERWISE. THE ONTRTOR MUST HVE ONSIDERLE EXPERIENE IN PERFORMNE OF WORK SIMILR TO THT DESRIED HEREIN. Y EPTNE OF THIS SSIGNMENT, THE ONTRTOR IS TTESTING THT HE DOES HVE SUFFIIENT EXPERIENE ND ILITY. THT HE IS KNOWLEDGELE OF THE WORK TO E PERFORMED ND THT HE IS LIENSED ND PROPERLY REGISTERED TO DO THIS WORK IN THE STTE ND/OR OUNTY IN WHIH IT IS TO E PERFORMED.. UNLESS SHOWN OR NOTED OTHERWISE ON THE ONTRT DRWINGS, OR IN THE SPEIFITIONS, THE FOLLOWING NOTES SHLL PPLY TO THE MTERILS LISTED HEREIN, ND TO THE PROEDURES TO E USED ON THIS PROJET. 4. LL HRDWRE SSEMLY MNUFTURER'S INSTRUTIONS SHLL E FOLLOWED EXTLY ND SHLL SUPEREDE NY ONFLITING NOTES ENLOSED HEREIN. 5. IT IS THE ONTRTOR'S SOLE RESPONSIILITY TO DETERMINE ERETION PROEDURE ND SEQUENE TO INSURE THE SFETY OF THE STRUTURE ND ITS OMPONENT PRTS DURING ERETION ND/OR FIELD MODIFITIONS. THIS INLUDES, UT IS NOT LIMITED TO, THE DDITION OF WHTEVER TEMPORRY RING, GUYS OR TIE DOWNS THT MY E NEESSRY. SUH MTERIL SHLL E REMOVED ND SHLL REMIN THE PROPERTY OF THE ONTRTOR FTER OMPLETION OF THE PROJET. 6. LL DIMENSIONS, ELEVTIONS ND EXISTING ONDITIONS SHOWN ON THE DRWINGS SHLL E FIELD VERIFIED Y THE ONTRTOR ND THE TESTING GENY PRIOR TO EGINNING NY MTERILS ORDERING, FRITION OR ONSTRUTION WORK ON THIS PROJET. NY DISREPNIES SHLL E IMMEDITELY ROUGHT TO THE TTENTION OF THE OWNER ND THE OWNER'S ENGINEER. THE DISREPNIES MUST E RESOLVED EFORE THE ONTRTOR IS TO PROEED WITH THE WORK. THE ONTRT DOUMENTS DO NOT INDITE THE METHOD OF ONSTRUTION. THE ONTRTOR SHLL SUPERVISE ND DIRET THE WORK ND SHLL E SOLELY RESPONSILE FOR LL ONSTRUTION MENS, METHODS, TEHNIQUES, SEQUENES ND PROEDURES, OSERVTION VISITS TO THE SITE Y THE OWNER ND/OR THE ENGINEER SHLL NOT INLUDE INSPETION OF THE PROTETIVE MESURES OR THE ONSTRUTION PROEDURES. 7. LL MTERILS ND EQUIPMENT FURNISHED SHLL E NEW ND OF GOOD QULITY, FREE FROM FULTS ND DEFETS ND IN ONFORMNE WITH THE ONTRT DOUMENTS. NY ND LL SUSTITUTIONS MUST E PROPERLY PPROVED ND UTHORIZED IN WRITING Y THE OWNER ND ENGINEER PRIOR TO INSTLLTION. THE ONTRTOR SHLL FURNISH STISFTORY EVIDENE S TO THE KIND ND QULITY OF THE MTERILS ND EQUIPMENT EING SUSTITUTED. 8. THE ONTRTOR SHLL E RESPONSILE FOR INITITING, MINTINING ND SUPERVISING LL SFETY PREUTIONS ND PROGRMS IN ONNETION WITH THE WORK. THE ONTRTOR IS RESPONSILE FOR INSURING THT THIS PROJET ND RELTED WORK OMPLIES WITH LL PPLILE LOL, STTE ND FEDERL SFETY ODES ND REGULTIONS GOVERNING THIS WORK. 9. LL WORK SHLL E OMPLETED IN ORDNE WITH THE LTEST EDITION OF THE LOL UILDING ODE. 0. LL PROPOSED ELLULR EQUIPMENT ND FIXTURES SHLL E FURNISHED Y OWNER FOR INSTLLTION Y THE ONTRTOR, UNLESS SPEIFILLY NOTED OTHERWISE HEREIN.. ESS TO THE PROPOSED WORK SITE MY E RESTRITED. THE ONTRTOR SHLL OORDINTE INTENDED ONSTRUTION TIVITY, INLUDING WORK SHEDULE ND MTERILS ESS WITH THE RESIDENT LESING GENT FOR PPROVL.. RDIO EQUIPMENT INSTLLTION SHLL E IN ORDNE WITH THE MNUFTURER'S SPEIFITIONS.. DESIGN REQUIREMENTS PER LOL UILDING ODE ND THE E/TIG STRUTURL STNDRDS FOR STEEL NTENNS TOWERS ND SUPPORTING STRUTURES.. STRUTURL STEEL SHLL ONFORM TO THE LTEST EDITION OF.I.S.. SPEIFITIONS FOR STRUTURL STEEL UILDINGSLLOWLE STRESS DESIGN ND PLSTI DESIGN INLUDING THE OMMENTRY ND THE.I.S.. ODE OF STNDRD PRTIE.. STRUTURL STEEL PLTES ND SHPES SHLL ONFORM TO STM 6. LL STRUTURL STEEL PIPES SHLL ONFORM TO STM 5 GRDE 8. LL STRUTURL STEEL TUING SHLL ONFORM TO STM 500 GRE 8. LL STRUTURL STEEL OMPONENTS ND FRITED SSEMLIES SHLL E HOT DIP GLVNIZED FTER FRITION. 4. WELDING SHLL E IN ORDNE WITH THE MERIN WELDING SOIETY (WS) D..96. STRUTURL WELDING ODESTEEL WELD ELETRODES SHLL E E70XX. 5. LL OXIL LE ONNETORS ND TRNSMITTER EQUIPMENT SHLL E S SPEIFIED Y THE OWNER ND IS NOT INLUDED IN THESE ONSTRUTION DOUMENTS. THE ONTRTOR SHLL FURNISH LL ONNETION HRDWRE REQUIRED TO SEURE THE LES. ONNETION HRDWRE SHLL E STINLESS STEEL. 6. NORTH RROW SHOWN ON PLNS REFERS TO TRUE NORTH. ONTRTOR SHLL VERIFY NORTH ND INFORM OWNER OF NY DISREPNY EFORE STRTING ONSTRUTION. 7. LL ST IN PLE ONRETE SHLL E MIXED ND PLED IN ORDNE WITH THE REQUIREMENTS OF I 8 ND 0, ND SHLL HVE 8 DY MINIMUM OMPRESSIVE STRENGTH OF 000 PSI (U.O.N.). ONRETE SHLL E PLED GINST UNDISTURED SOIL UNLESS OTHERWISE NOTED. MINIMUM ONRETE OVER SHLL E INHES UNLESS OTHERWISE NOTED. 8. LL REINFORING STEEL SHLL ONFORM TO STM 65 GRDE 80, DEFORMED ILLET STEEL RS. WELDED WIRE FRI REINFORING SHLL ONFORM TO STM THE FRITION ND ERETION OF STRUTURL STEEL SHLL ONFORM TO THE LTEST.I.S.. SPEIFITIONS. 0.LL ONNETIONS NOT FULLY DETILED ON THESE PLNS SHLL E DETILED Y THE STEEL FRITOR IN ORDNE WITH.I.S.. SPEIFITIONS..HOTDIP GLVNIZE ITEMS SPEIFIED TO E ZINOTED. FTER FRITION WHERE PRTIL. GLVNIZING: STM, STM 5/ 5M OR STM 65/ 65M, G90, S PPLILE..REPIR DMGED SURFES WITH GLVNIZING REPIR METHOD ND PINT' ONFORMING TO STM 780 OR Y PPLITION OF STIK OR THIK PSTE MTERIL SPEIFILLY DESIGNED FOR REPIR OF GLVNIZING. LEN RES TO E REPIRED, ND REMOVE SLG FROM WELDS. HET SURFES TO WHIH STIK OR PSTE MTERIL IS PPLIED WITH TORH TO TEMPERTURE SUFFIIENT TO MELT THE METLLIS. IN STIK OR PSTE, SPRED MOLTEN MTERIL UNIFORMLY OVER SURFES TO E OTED ND WIPE OFF EXESS MTERIL..ONTRTOR SHLL FOLLOW THE MNUFTURER'S INSTRUTIONS/ SPEIFITIONS IF NO INFORMTION IS ONTINED IN THESE PLNS OR IF THE MNUFTURER'S SPEIFITIONS RE STRITER. PERMITS. ONTRTOR SHLL SEURE LL NEESSRY PERMITS FOR THIS PROJET FROM LL PPLILE GOVERNMENTL GENIES. (NOT SUPPLIED Y OWNER). NY PERMITS WHIH MUST E OTINED SHLL E THE ONTRTORS RESPONSIILITY. THE ONTRTOR SHLL E RESPONSILE FOR IDING Y LL ONDITIONS ND REQUIREMENTS OF THE PERMITS. (NOT SUPPLIED Y OWNER). LL WORK SHLL E IN ORDNE WITH LOL ODES ND THE LTEST PPLILE ODES ND STNDRDS.. ONTRTOR SHLL ONTT SUSURFE UTILITY LOTOR FOR LOTION OF EXISTING UTILITIES PRIOR TO OMMENEMENT OF NY ONSTRUTION TIVITIES. LOTION OF EXISTING SEWER, WTER LINES, GS LINES, ONDUITS OR OTHER STRUTURES ROSS, UNDERNETH, OR OTHERWISE LONG THE LINE OF PROPOSED WORK RE NOT NEESSRILY SHOWN ON THE PLNS, ND IF SHOWN RE ONLY PPROXIMTELY ORRET. ONTRTOR SSUMES SOLE RESPONSIILITY FOR VERIFYING LOTION ND ELEVTION OF LL UNDERGROUND UTILITIES (INLUDING TEST PITS Y HND IF NEESSRY) IN RES OF ONSTRUTION PRIOR TO STRTING WORK. ONTT ENGINEER IMMEDITELY IF LOTION DR ELEVTI0N IS DIFFERENT FROM THT SHOWN ON THE PLNS, OR IF THERE PPERS TO E ONFLIT.. ONTRTOR SHLL OORDINTE LL UTILITY ONNETIONS WITH PPROPRITE UTILITY OWNERS ND ONSTRUTION MNGER.. DMGE Y THE ONTRTOR TO UTILITIES OR PROPERTY OF OTHERS, INLUDING EXISTING PVEMENT ND OTHER SURFES DISTURED Y THE ONTRTOR DURING ONSTRUTION SHLL E REPIRED TO PRE ONSTRUTION ONDITIONS Y THE ONTRTOR T NO DDITIONL OST TO THE LIENT. FOR GRSSED RES, SEED ND MULH SHLL E EPTLE.. 4. THE ONTRTOR SHLL OORDINTE WITH THE OWNER THE REQUIREMENTS FOR ND LIMITS OF OVERHED ND/OR UNDERGROUND ELETRIL SERVIE. 5. THE ONTRTOR SHLL OORDINTE THE LOTION OF NEW UNDERGROUND TELEPHONE SERVIE WITH THE TELEPHONE UTILITY ND THE OWNER'S REQUIREMENTS. 6. LL UNDERGROUND UTILITIES SHLL E INSTLLED ND TESTED STISFTORY PRIOR TO OMMENING NY PVING OPERTIONS WHERE SUH UTILITIES RE WITHIN THE LIMITS OF PVEMENT. GRDING. THE ONTRTOR SHLL REWORK (DRY, SRIFY, ET...) LL MTERIL NOT SUITLE FOR SU GRDE IN ITS PRESENT STTE. IF THE MTERIL, FTER REWORKING, REMINS UNSUITLE THEN THE ONTRTOR SHLL UNDERUT THIS MTERIL ND REPLE WITH PPROVED MTERIL T HIS EXPENSE. LL SU GRDES SHLL E PROOF ROLLED WITH FULLY LODED TNDEM XLE DUMP TRUK PRIOR TO PVING. NY SOFT MTERIL SHLL E REWORKED OR REPLED.. THE ONTRTOR IS REQUIRED TO MINTIN LL DITHES, PIPES, ND OTHER DRINGE STRUTURES FREE FROM OSTRUTION UNTIL WORK IS EPTLE Y THE OWNER. THE ONTRTOR IS RESPONSILE FOR NY DMGES USED Y FILURE TO MINTIN DRINGE STRUTURES IN OPERLE ONDITION.. LL MTERILS ND WORKMNSHIP SHLL E WRRNTED FOR ONE () YER FROM DTE OF EPTNE. 4. LL DIMENSIONS SHLL E VERIFIED WITH THE PLNS (LTEST REVISION) PRIOR TO OMMENING ONSTRUTION. NOTIFY THE OWNER IMMEDITELY IF DISREPNIES RE DISOVERED. THE ONTRTOR SHLL HVE SET OF PPROVED PLNS VILLE T THE SITE T LL TIMES WHEN WORK IS EING PRE FORMED. DESIGNTED RESPONSILE EMPLOYEE SHLL E VILLE FOR ONTT Y GOVERNING GENY INSPETORS.. ONTRTOR TO OORDINTE PINTING REQUIREMENTS WITH OWNER.. PINT OLORS SHLL E SELETED TO MTH EXISTING OLORS ND TEXTURES.. PROVIDE THE EST QULITY GRDE OF OTINGS S REGULRLY MNUFTURED Y PPROVED PINT MTERIL MNUFTURERS. MTERILS NOT DISPLYING THE MNUFTURER'S IDENTIFITION S STNDRD, ESTGRDE PRODUT WILL NOT E EPTLE. 4. PROVIDE UNDEROT PINT PRODUED Y THE SME MNUFTURER S THE FINISH OTS. USE ONLY THINNERS PPROVED Y THE PINT MNUFTURER ND USE ONLY WITHIN REOMMENDED LIMITS. 5. OMPLETELY OVER TO PROVIDE N OPQUE, SMOOTH SURFE OF UNIFORM FINISH, OLOR, PPERNE, ND OVERGE. LOUDINESS, SPOTTINGS, HOLIDYS, LPS, RUSH MRKS, RUNS, SGS, ROPINESS, OR OTHER SURFE IMPERFETIONS WILL NOT E EPTLE. FERROUS METLS SHOP PRIMED TOUHUP OT RED OXIDE METL PRIMER FINISH OTS SEMIGLOSSLKYD ENMEL S ONSTRUTION REQUIREMENTS. WRDED ONTRTOR WILL E REQUIRED TO SIGN ND RETURN OPY OF N WRD LETTER FOR S'S FILE.. ONTRTOR WILL E REQUIRED TO PROVIDE PROOF OF LIENSE TO PERFORM WORK IN JURISDITION T TIME OF ID WRD.. ONTRTOR WILL PROVIDE ONSTRUTION SHEDULE PRIOR TO ONSTRUTION STRTING ND WILL PROVIDE UPDTE/HNGES (WITH EXPLNTIONS) TO THT SHEDULE WHEN/IF ITEMS RE DELYED OR PUSHED OUT. 4. ONTRTOR WILL E RESPONSILE FOR LL ONRETE OMPRESSIVE TESTING ND REQUIRED TO SUMIT FINL TEST RESULTS WITH LOSE OUT OOK. 5. ONTRTOR WILL E RESPONSILE TO PROVIDE S PROJET MNGERS WITH PHOTOS OF THE MJOR ONSTRUTION MILESTONES S THEY OUR. 6. ONTRTOR WILL E RESPONSILE TO SSIST IN OORDINTING ND OTINING PRIMRY POWER TO THE SITE PRIOR TO TOWER ERETION, S WELL S TELO SERVIE EFORE PROJET OMPLETION. (ON SITE VISITS WITH UTILITY OMPNY REPRESENTTIVES S NEESSRY, ET...). 7. ONTRTOR WILL HVE REPRESENTTIVE ON WEEKLY ONFERENE LL TO PROVIDE S WITH SITE SPEIFI UPDTES. URRENTLY, THIS ONFERENE LL IS HELD EH ND EVERY THURSDY T 4 PM (ESTERN TIME). 8. ONTRTOR SHOULD E PREPRED FOR RNDOM S SFETY INSPETIONS T LL TIMES. 9. ONTRTOR IS EXPETED TO MINTIN PROPER WORKING ONDITIONS ND PROEDURES PER OSH STNDRDS T LL TIMES. 0.ONTRTOR WILL E REQUIRED TO OTIN THE NEESSRY ELETRIL PERMITS ND INSPETIONS S REQUIRED Y JURISDITION..ONTRTOR IS EXPETED TO LOSEOUT THE JO SITE S QUIKLY S POSSILE (OTINING ERTIFITE OF OUPNY ND GETTING S'S REGIONL SITE MNGER'S SIGNOFF/HEKLIST PPROVL ON THE SITE)..ONTRTOR WILL PROVIDE OMPLETED TOWER HEIGHT VERIFITION FORM ND TPE DROP WITHIN 4 HOURS OF REHING OVERLL HEIGHT..ONTRTOR WILL UTILIZE LL OF THE S PROVIDED DOUMENTTION INLUDING UT NOT LIMITED TO: TOWER ONSTRUTION EPTNE HEKLIST, ONSTRUTION SHEDULE, ONSTRUTION LOSEOUT LIST & TOWER HEIGHT VERIFITION. 4.ONTRTOR IS RESPONSILE FOR ONRETE OMPRESSION TESTING. 5.ONTRTOR IS RESPONSILE FOR GROUND MEG TESTING. DTE: S NO. DESRIPTION DTE Y DRWN Y: HEKED Y: PROJET #: REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM /9/5 UPDTE VZW SE SHEETS GENERL NOTES S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: WI646 HOWRD RDINL LN GREEN Y, WI 5407 TZ 4. THE ONTRTOR SHLL NOTIFY THE PPLILE JURISDITIONL (STTE, OUNTY, OR ITY) ENGINEER 4 HOURS PRIOR TO THE EGINNING OF ONSTRUTION. 5. ONTRTOR RESPONSILE FOR LOSING ND FILING LL PERMITS SSOITED WITH SITE. SHEET NUMER N

34 NO. DESRIPTION DTE Y S S TOWERS VI, LL 805 ONGRESS VENUE O RTON, FL 487 PHONE: EXISTING ESS DRIVE SLE: EXISTING POWER POLE/ TRNSFORMER SLE: REVISED PER OMPOUND LOTION UPDTE WTIH NEW EQUIPMENT PLTFORM UPDTE VZW SE SHEETS /9/5 EXISTING OVERLL SITE SLE: WI646 HOWRD RDINL LN GREEN Y, WI 5407 DRWN Y: HEKED Y: DTE: PROJET #: TZ EXISTING SITE PHOTOS SHEET NUMER P

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