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HomeMy WebLinkAbout2015-209SECOND AMENDMENT TO ELEVATED WATER TANK SPACE LICENSE AGREEMENT THIS SECOND AMENDMENT ("Second Amendment") is made and entered into as of the 20 day of October , 2015, to that certain Elevated Water Tank Space License Agreement, dated March 23, 2004 ("License Agreement) as amended by the First Amendment to the Elevated Tank Space Agreement, dated September 10, 2013 (First Amendment), by and between Indian River County, a political subdivision of the State of Florida, whose address is 1801 27th Street, Vero Beach, Florida 32960 (the "Licensor") and New Cingular Wireless PCS, LLC, a Delaware limited liability company, having a mailing address of 575 Morosgo Drive, Atlanta, Georgia 30324 (the "Licensee"). WHEREAS, on March 23, 2004, Licensor and Licensee's predecessor in interest entered into the License Agreement in which Licensor authorized certain use of the Land and Elevated Tank, as set forth more fully therein which License Agreement was amended by the First Amendment (collectively the Agreement); and WHEREAS, Licensee desires to install additional equipment on the Land and Elevated Tank, which equipment is described more fully on Exhibit E attached hereto ("Propane Generator"); and WHEREAS, Licensor is willing to allow installation of the Propane Generator, and related use of the Land and Elevated Tank, in accordance with the terms of this Second Amendment, NOW, THEREFORE, in consideration of the mutual undertakings herein, and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereby agree as follows: 1. Recitals. The above recitals are true and correct, and are incorporated herein. 2. Propane Generator. Licensee shall have the right to install the Propane Generator on the Land and Elevated Tank as described more fully in Exhibit E, subject to the remaining terms of the Agreement and this Second Amendment. Installation of the Propane Generator shall be strictly in accordance with the plans previously submitted by Licensee and approved by Licensor's outside contractor ("Plans"). Licensee shall be responsible for all permits and assurances that installation of Propane Generator meets all applicable building codes and zoning requirements. Licensor authorizes Licensee to prepare, execute and file all required applications to obtain any government approvals for Licensee's use of the Land and Elevated Tank under this Agreement. Licensee shall use the Propane Generator in the manner consistent with applicable law. No later than ninety (90) days after installation of the Propane Generator, Licensee shall obtain (at Licensee's expense) an inspection conducted by Licensor's outside contractor of the Propane Generator and the installation to confirm compliance with the Plans. Any material non-compliance with the Plans shall be corrected immediately. A 1 copy of the final inspection report shall be submitted to the Licensor within twenty (20) days of the report date. 3. Labeling of Equipment. In connection with the installation of the Propane Generator, Licensee shall label all of its equipment, including coaxial cables, located or to be located on the Land or the Elevated Tank, so that Licensor and its contractors are able to distinguish Licensee's equipment from equipment owned by other licensees. This requirement shall apply to all equipment/cables, not Just the Propane Generator. Venfication of labeling shall be included with the copy of the final inspection report as described in Section 2 of this Second Amendment. 4. License Fee. Commencing upon completion of installation of the Propane Generator, the annual license fee shall be increased to FIFTY-THREE THOUSAND, THREE HUNDRED NINETY-THREE and 16/100 DOLLARS ($53,393 16) to be paid in equal monthly installments of FOUR THOUSAND FOUR HUNDRED FORTY-NINE and 43/100 DOLLARS ($4,449.43). 5. Notices. Notices to the Licensee shall be addressed to the following: Licensee NEW CINGULAR WIRELESS PCS, LLC Billing Address. New Cingular Wireless PCS, LLC Attn. Network Real Estate Administration Re Cell Site Name: WEST VERO (FL) Fixed Asset No: 10032101 575 Morosgo Drive Atlanta, GA 30324 With a copy to NEW CINGULAR WIRELESS PCS, LLC Attn: AT & T Legal Department Re: Cell Site Name WEST VERO (FL) Fixed Asset No- 10032101 208 S. Akard Street Dallas, TX 75202-4206 6. Remaining Terms. Except as modified herein, all remaining terms and conditions of the Agreement shall remain in full force and effect. Capitalized terms not defined herein shall have the meaning set forth in the Agreement. 2 IN WITNESS WHEREOF, the parties hereto have executed this Amendment as of the day and year first above written. Witnesses: Licensee: NEW CINGULAR WIRELESS PCS, LLC, a Delaware limited liability company By: AT&T Mobility Corporation B � Its: Manager Print Name: ) ever -4, Print name: By: Its: Print Name: Date: ID- 3 3 STATE OF COUNTY OF okida On the day of `{ e , 2015, before me, a Notary Public, personally appeared n�?.>� E1 , as 4 4? 4'1ae,12 of AT&T Mobility Corporation, ager of New Cingular Wireless PCS, LLC, a elaware limited liability comply, "Licensee," who executed the foregoing instrument on behalf of said entity. Said person M is personally known to me, or O produced to me satisfactory evidence in the form of , to be the individual whose name is subscribed to the within instrument, and acknowledged to me that (he)(she) executed the same in (his)(her) capacity and that by (his)(her) signature(s) on the instrument, is the individual or the person on behalf of which the individual acted, executed the instrument. WITNESS my hand and official seal in the state and county last aforesaid. [Affix Seal] A A w A AA _ e LIZETTE ACOSTA VARGAS Notary Public - State of Florida My Comm. Expires Jul 16, 2018 o� o?' Commission # FF 142425 ATTEST: Jeffrey • Smith, Clerk of Court, and C. '�ptroller / By: De•uty Clerk Approved: oseph . Baird, County Administrator Co 4 Alb ota Public, St. e o I ' 1,, Print name: JI ' Vrir Serial number: 12-1aLla My commission expires: - (� - Licensor: arpl,�fvliSs j' INDIAN RIVER COUNTY BOARIYw ' 4,9% COUNTY COMMISSIONERS fo',✓ / Ir; By: L G/l�- s y Wesle S. Davis, Ctiairman 1134. Approved by BCC: OGi • 20 Approved as to form and legal sufficiency: Dyl eingold, County Attorney 3 kettv)5_,0 ,t i Your World. SITE NAME: _ wE sT vE Ro . SITE NUMBER: 10032101 _• Delivered. .., .. GENERATOR INSTALLATION mg :r B+T GRP at&t Your Wald. (NM.. GENERAL DYNAMICS 10032101 WEST VERO 1805 58TH AVE VERO BEACH, FI 329& EXISTING WATF.R TOWER „ . PROJECT SUMMARY AREA MAP LOCATION MAP DRAWING INDEX SRC ADDRESS: 1805 2811 750 °EACH. FL 32963 : I : cp at,: i.,....n i -i 4 SHEET # SHEET DESCRIPTION REV 11 VERO i, ' 7-1 TITLE SHEET 1 TOWER TYPO WATER TOWER '-...----•,,---------- • ' • .- q I z- 12- -:_.. • ._. "' W • ' A-1 SITE PLAN 1 JURISDICTION: INDIAN RNER COUNTY i ra fp; 1 , . 1:Th11" jrcr. -1--. -: A-2 GENERATOR CUT. SHEET 1 TOWER OWNER: MOP& RIVER COUNTY ;. • 1 'Of, „,,,, , —: 1 A-3 GENERATOR CUT SHEE1 1 2000 16TH STREET VERO BEACH, 77. 32960 5 I... I , •:...,. A II I'' ' 1..q I A-4 FENCE DETAILS 1 CONTACT: COUNTY ClERK • •• • . - .r: . , ri ri: ------ -7,0:77--Z511-(7.,... 5-1 FOUNDATION 005/LS 1 Z 1.' i I7./-411, ,,,,::.",,,, - ' i i L 1.-- . i • 6-1 ELECTRICAL OETAMS 1 SITE NUMBER: N/A ii it — 2 it 1 : 1 1 1 . ,/.'---- : I-Nt; -...I q64 1-1 1.,•C2 5-2 57.56TRICAL & GROUNDING 0E7PLS u „ v I E-3 ATS 47AD83 g • ., . .. g II' C4-1 GENERAL NOTES LATITUDE: g7tIgg: I.7g 9__,,,,, .. '- rr X. . :. '. ' X! -: -1 1 , PROECT NO: 9103.001 LONGITUDE: 80.4405' W: . ;P 1. •L_l"i ' GROUND ELEV. 20' *210!. wil d , .: r•0 _ 0 • 133,19 .1. CHI:CUM RV, SW CUSTOMER/APPUCANT: GENERAL DYNAMICS 1750 FOUNDERS PARKWAY. SUITE 120 fl.'''-io... , • : ;• I...... i • • -1- ISSUED FOR: ALPHARETTA. CA 30009 I ,,c, 0Alt DES01119110N AREA •OF CONSTRUCTION: 15•43.5. I P I —.-, ... , 11 A VV.. Ann 1911minsmAY Ar•tv OCCUPANCT TYPE: UNMANNED t 1 1: . •'''' :' ' 1g . v.v.. ,.., PRELNOTARY RIMER ADA. COMPUANCE: FACIUN IS UNMANNED AND NOT ...= - c wot/l. Awe P58I159L910 AM. 0 4/31/10 Tem CONSTRuCTO9 FOR HUMAN HABITATION NO SCALE NO SCALE 1 10/11/11 CONITRIXIKHO CODE COMPLIANCE DRIVING DIRECTIONS A/E DOCUMENT REVIEW -STATUS es; ENGINEERING, INC.. 27498 ENO Nos 2/28/1 TITLE . SIGNATURE OATE ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED NJ ACCORDANCE 7407 74 THE CURRENT EDITIONS OF THE' FOLLOWINGDEPART ST LUCIE COUNTY INTERNATIONAL AIRPORT ON CURBS KING BLVD. TURN RICHT ONTO CR -808 (ST LUCIE 81.51)). AT&T CONSTRUCTION LiGR: ' • ', , "7/'",500E0 ( .., Ad . % . . C" .. ". • • , 8 • ......f- - • • S' i-7 . 4 , 57199 -1.. .,.:-.. ONTO AS ADOPTED Of THE LOCAL GOVERNING AUTHORITIES. NOTHiNG TURN RICHT . SR -713 (14 KINGS WI., TURN LEFT ONTO 08-61 4 (INDRIO 80). TURN - 810H1 ONTO C8-603 80). ROAD NAME CHANCES TO CR -611 (43RO AVE SW). TuRN LER 07400 CR -808 (OSLO RD]. TWIN 81552 PROJECT MANAMA: IN THESE PLANS IS 10 DE CONSTRUED TO 71687410 WORK NOT CONFORMING TO. THESE CODES: (JOHNSTON ONTO :CR -613 (5858 AVE SW). KEEP STRAIGHT ONTO CR -813 (58171 AVE). TURN LEFT ONTO LOCAL ROAD(S). ROAD NAME SITE ACOUISMON: FODF TYPF 22.126 CHANGES TO COLLEGE LN. TURN RIGHT ONTO LOCAL ROANS), ARRIVE AT WEST VERO. PROPERTY OWNER: BUILDING/DWELUND 18C 2010 STRUCTUTIN. IOC 2010 MECHANICAL DAC 2010 - - - 41- 0,0114 ELECTRICAL NEC 2008 IPC 2010 1 ACCEFRED-WITH OR NO COMMENTS. CONSTRUCTION MAY PROCEED : '2. ,,,, , STATE 1-11. - 1) ' ..' ,°ADA.',...• • .......... ..• 'Acj•,:•• '1,114.44811010°. PLUMBING ENERGY IECC 2010 2 NOT ACCEPTED- RESOLVE COMMENTS AND acsuourr ORE./LIFE SAFETY IFC 2010 FUEL/GAS INC 2009 SCOPE OF 'WORK DO NOT SCALE DRAWINGS. ACCEPTANCE DOES NOT CONSDNIE. APPRowl OF DESIGN. CALCuLATONS. ANALYSTS. TEST LMTHODS OF mATERULS °MOPED OR SELECTED PI THE SUBCONTRACTOR AND DOES NCR MUNE SuECONTRACTOR Mil NU. ALL DRAWINGS CONTAMED HERON COMP/N810E Yam CoNTRACTuAL DEAKIATIONS. CONTACT INFORMATION 1046 5.0.08. FOR THIS PROJECT 15 TO INSTALL A STANDBY EMERGENCY GENERATOR AT AN EXISTING CCU. SITE. • . . ARE FORMATTED FOR 11017, CONTRACTOR SHALL VERIFY ALL PLANS AND DOTING SHALL DAMEIXATELY 801110. 106 (86185(81 74 WRITING CALL FLORIDA ONE CALL ___ _ __ m n • "A `m"x'.M"a=t or Lo4•1n,7x:5AY17, 1M=M.. 9910 r 1101 SIIHRT Nummuu 1-- 1 2051010N3 1 ARE (TRW 139T CROUP 1717 S. BDuLDER STE. 300 TULSA. 08 74110 PROJECT GENERAL MAIMS 0440468811750 FOuNDERS PARKRAY, 50116 120 BE NO CGE E SEE OR HEIGHT • THERE WILL HANIN TH OF THE. TOWER STRUCTURE .• GENERATOR DIMENSIONS ARE: 136.01.1446.1-H040.910 OF AW DISCREPANCIES BEFORE PROCEEDING WITH THE • WORK OR BE RESPONSIBLE FOR SAME.CALL (800)432-4770 3 WORKING DAYS <0 CONTACT: SIDE 0054007.IRJEL MOHO (0111) 107...1030 ALPHARETTA, CA 30808O9 COTRACh NORM cars PHONO (770) 223-1909 • 180(87.1. 8608 ATS. • INSTALL/REPURPOSE (2) NEW/EXISTING 205 BREAKERS. SEE SHEET 674 -0 FOR *00470587. CONSTRUCTION NOTES -\:..'"" BEFORE YOU DIGI kettv)5_,0 CONTRACTOR TO CALL 811 OR OTHER LOCAL JOINT UTILITY LOCATOR SERVICE 10 VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. SEE SHEETS E-1 & E-2 FOR CONCUR & WIRING SPECIFICATIONS/SINGLE UNE DIAGRAM. CHANGE ORDERS WILL NOT BE ACCEPTED FOR UNAPPROVED WORK. RE: 5/E-1 FOR UTILITY TRENCH DETAILS. CONTRACTOR TO PURCHASE THE EXCEL SIGN 'DIESEL GENERATOR COMBO PACK' P/N: ATT-DGCP-DC-8KR AND SHALL PLACE THOU ON THE SITE PER AT&T STANDARDS. 0&T ENGINEERING. INC. 27408 E.pirn 2/28/1 116 '.8:R1y•S?'i1155iit 1.0:U1)i:41a te:Ri ilia::.lit:., 7.:t IF:or 122:.?E3.ti1 comma /AKn L. VOLTAM CUP.. 1016/1101 00 (WIC 2) IRCO (1101[ 1) (006030 111101713? 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M0 4O10a 1a01C101 14161.610116 IL rn61Cwv116/OI 06041A¢I IIIM100)*la1 016.0 1 11.0 1 x02* 70 LN[ imi02 0)10 s A/m 404.410416 10 10..¢ *m43 I004 [611•0101/O1'1 4a LL./1.1C040O )•11111 0670)000179 110000I 0114110 0)0) SM 03240100 (061UT01- 1210 110 12110 015) 400.40 103120500 70001.10- 1141 KO 17115 LOS) EMT ENGINEERING, INC. 27406 Eop'1n 2/26/1 t_ 1.111( 1101001512') .K 10 CY112M 1146 *001 MELYE101 >1'MrA66r�.�Lvcl./.°1�.wle m1'�erw�: 1:152 610 41[. O0L1,K1CH. 1-1 1' 4 ;Bo kiria .11:44%, • • 431. -0- GENERATOR CUT SHEET SCALE: N.T.S. B+T GRP at&t Yot WOO.p.lnl.e. GENERAL DYNAMICS c, 0 EXISTING \VATER TOWER VROJCCI'Nth Y1013.001 CHNCI:RII 1117 ISSUED FOR: Red w>< .ron. sns/I. .MWI.MY .[Ye. ./urn m. ..cun.NN .cvc. 0 ./SR/,. ..11 cnm. clu. 1./1./1. CO•711lcloe 9&T ENGINEERING. INC. 27.99 Exp res 2/28/1 onlo"`""0..pwu l a m ru..n nzwf+l." swam Numniin. A-3 3 STRANDS OF 12 1/2 CA GAL%. BARBED WIRE (CLASS 111) 1 1/4' BRACE SCH. 40 PIPE (1 5/B• 0.o.)40. -D• 0.C. MAX. i? B+T GRP 1.1t/Er /O.D.•SCH. 40 ACC RAIL i BARBED WIRE ~ 14 M M M ��� at&t rowwWU.THu.we t M M M M H M - - �— M M M 2' 0.0. WELDED FRAME (TTP) —< . :;;: 1/('wJ/(' STRETCHER BAR 1 1/4' BRAC[ SCN. AD PIPE I (1 5/8" 0.0.) USED ON CORNERS MO O•O•O•O•O•O•O•O• ♦000000♦ 00000000 9 GA. 2'42' FENCE FABRIC �t b}7.}• LESS IS 3 SPANS OR LESS .} •.� ♦000000♦ ♦000000♦ ♦000000♦ lil.l DIAGONAL BRACE FOR SITE LARGER THAN 50'-0' .:1:•j1 •:5.IA O{ 00+00000044. ++000♦0♦ ♦00000♦ 0+++0+++++++0+00 FENCE FABRIC GENERAL 1711NAMIC5 1/2 CROWN ;:::•::•:; 9 GA TENSION WIRE RI BOTTOM OF WIRE FABRIC cRAn[ GR.= 0 00000000 ♦000000♦ 0000000000+0+000.... ++++♦00♦ 0000+000000000 `CORNER POST �'sn?",•' CORNER POST 'C' •:,a';,1 A<I ��j __ _ .. a!%. ......_ "•i� Vii`;o 4;TOUCH C. YIRAFl FABRIC 500X CATE GROUNDING IRE: J/A-A) .__..._. ;` • `%i' .,. WIRE FABRIC TO GRAVEL BASE FENCE GROUNDING —••/ 2/A-4) .,•: . rA; ::77:';: —~' r�i% r:f� g2y - 1. iD "' 0+0++++0 ••• •••• +0++0+000+0+0 ♦000000♦ 0+00+000 00000++0 0000000+ ♦0000000 +O++O+OO+O+O • +0++++0 00 • LD 10032101 WEST VERO 1805 58TH AVE VERO BEACH, 0.1.32966 EXISTING WATER TOWER SCE SCHEDULE CORNER POST, (RE: SEENER POST, .100 CONNECTION SE R FOR SEE SCHEDULE UNE POST, SEE SCHEDULE SEE SCHEDULE CA WID M --J TYPICAL FENCING SIZES 6' M0H FENCE 51ZE POST FOONNC R UNE POST p• 9'• • 27' 1)P. WIRE CATINNDWELD 70 EXTERIOR CORNER POST 12y w 36' DP. GROUND 81140 GATEPOST l2• 4.0 12'0 w 36° DP, DETAIL FENCE GROUNDING (\FENCE SCALE: N.T.S. 2-1/2' 5CH. 40 PIPE (2 7/0' O.D.) CORNER 6'-0' (D SCALE:-N.T.S. 9 CA. 2'.2' PROJCCT NOI 91017.001 CHP.CKP.0 651 .511.1 ISSUTiD FOR: &CATS POST '� IAN GTE t FENCE FABRIC _ lar DM MN OD WWI ,..-A CONCRETE FILLED •/•/14 R(• P(,P09(0 RLYWH 2' SCN. 40 PIPE f k (2 3/B' 0.0.) MINCE POST { :>: E'a' I 1/4" BRACE SCH. 40 PIPE • (1 5/13' 0.5.) i .. .•%'R 4" t PIPE: SCHEDULE "40, 4' 0.0.. 3-1/2' I.O. SEE PLAN FOR LOCATION PAINTED A5 REQUIRED FIN5H MATERIAL • •/17/11 R•• MUM .111 AMT( c ./I•/1. R•• PPNRMA. IRr{11 0 1/71/11 ••• [LNTIRURMM 1 19/19/I. imp caxnRucrox B&T ENGINEERING, INC. 27496 E•0'r•s 2/213/1/'�//J ♦ GAM TO MATCH - ylr� ,•••• 7,,,,1 1•1(.34(1/ A/ . sil( - • �I Sr••F' - _ _ - 57199 W 4 It i,p. STATE•OF iZ-,. '. 9 •'•, F T-:; i�l'QF COIl10.••�, ``: 1 ' fS'S',•,...... ••t ` ``` //......'ONn)'1L41\,1` -♦ (6151ING FENCE FENCE' POST . 1 ® . GATE '� GTE GROUNDING (RE: J/A-A) • I '`.... _ _I�"'IiI:_I III• , 1_• /' ♦♦-.♦ CONNECCADwELo ' _. '�.. •:4......." ,...:..1 :........ .. n• n=uepall: �_ :11=11 II e)(y7( -I i cll-II-11= ..r- -E -. �-. EM -11=8 .II=1 I I=L II_0 'll. ii "1 1/2' GROWN._ '"�id1 .v11 III I h i CONCRETE FOOTING GTE JUMPER 12 AWG FLEX CABLE GATE GROUNDING ���� � ,�/.•, _ 1'-0°0. TMP. FENCE GROUNDING (REI 2/A-4) DETAIL t • NOTE. PROVIDE LOCK WITH AT&T COMBO 1'-6' +:11""2117-17.I7:1411. �••+( uaqw..F5r SKEET NUMIIIIRI -4 REVISION: 1 ®GATE (\ SCALE: N.T.S. SCALE: N.T.S. NEW GENERATOR FOUNDATION -A RE: 2/S -I OUTLINE OF GENERATOR FOOTPRINT PROVIDE AOOMONAL /4 U -DMS. TYPICAL AT EACH END OF STUB -UP AREA NG HOLES 3 PER SIDE W/ 1/2'. .SIMPSON S1MN0 DOLT 2 STAINLESS STEEL WEDGE ANCHORS. (OR EOVAL). W/ 3 7/8' EMBEDMENT. C00RDINATE LOCATION w/ EOUIPMENT DRAWINGS RE: 3/S-1 1.00ON0 TO [VEND A MINMUU OF 12' BELOW UNDISTURBED SOIL AND FROST UNE. FINAL SITE DESIGN IS THE RESPONSIBILITYOF THE ST10 CONTRACTOR. UNLESS NOTED OTHERWISE. CONCRETE SHALL REACH A LANDAU./ COMPRESSWE STRENGTH OF 3000 PSI W 20 0AT5 FOR FOUNDATIONS. SLABS AND CONDOR ENFASEMENTS..CONCRETE SHALL HAVE A NOMINAL SLUMP AND 4.5-6.310 NR CONTENT. COLIPR(SSNE STRENGTH TEST TO BE PERFORMED ON CONRETC 55E0 FOR FOUNDATION ONLY. UNLESS NOTED OTHERWISE. ALL REINFORCR6 STEEL SHALL 0E ASTM A-615. GRADE CO DEFORMED BMS. UNLESS NOTED OTHERWISE. ALL DETANNG. FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF 01ANOM0 PRACTICE FOR D E10*N6 0(0(ORCE0 CONCRETE STRUCTURES (ACI 31e) ALL BAR SPLICES SHALL BE CLASS 'B' TENSION SPLICED. UNLESS NOTED OMOMSE. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH A 3/4'.411 CHAMFER. UNLE55, NOTED OTHERWISE. F0N501(0 SUB TO 0E LEVEL t 1/4' FLEXIBLE UTR11Y CONNECTIONS WILL DE USED AT UNDERGROUND TO GENERATOR IMERAC110NS. 10. SIM FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSI'. SUB FOUNDATIONS BEARING ON CLAY SOILS $LULL HAVE A MAXIMUM SOIL P6051040 INDEX OF 27. TESTING AGENCY SHALL FIELD VERUY CONOTONB BEFORE PLACEMENT OF CONCRETE. 11. 00 N01 USE CHLORIDE COMMA ADMIXTURES. READY MIX CONCRETE SUPPUERS TO BE NRMCA CERNFlEO. NOT WEATHER CONCRETE TO'COMPLY WITH ACI 303R. NO ADDITIONAL WATER SHALL BE ADDED TO CONCRETE AT THE 300 SRL 12. CONCRETE TO BE NORMAL 0(NSRY YRIH A' MAXIMUM 61.000 OF 4' INCHES. MAf11MDM AGGREGATE SRE 3/4'. 13. ALL FROM WORX OFFSET TOLERANCES. (PER ACI 117) TO DE CUSS A 14. INSTALL EOIAPMENT ANCHORAGE PER YANUFACUOER'S WRIBEN RECOMMEN01TON5. QTYPICAL GENERATOR FOUNDATION PLAN SCALE: N.T.S. 3/4' CHAMFER FINISHED CRANE TO SLOPE AWAY FROM FOUNDATION (1YP) B' TNR. CONCRETE SLAB 3000 PSI W/ APPROVED FIBER REINFORCEMENT 15 REBM 0 6' EACH WAY B61T ENCINEERING..INC. 27490 E.plro4 2/26/1 COMflACTOR TO USE SCHEDULE 00 CAW. PIPE UNDER ALL TRAFFIC CONOIOONS 3QMOUNTING HOLE DETAIL SCALE: N.T.S. - ELECTRICAL STUB-UP AREA— 1'-5 I/2' -A 7, 1uiuwoklqi REINFORCING BAR GRID RE_ 2/s-1 FORSIZE AND SPACING - u - a -.WM. 10. L. NEW GENERATOR FOUNDATION -A RE: 2/S -I OUTLINE OF GENERATOR FOOTPRINT PROVIDE AOOMONAL /4 U -DMS. TYPICAL AT EACH END OF STUB -UP AREA NG HOLES 3 PER SIDE W/ 1/2'. .SIMPSON S1MN0 DOLT 2 STAINLESS STEEL WEDGE ANCHORS. (OR EOVAL). W/ 3 7/8' EMBEDMENT. C00RDINATE LOCATION w/ EOUIPMENT DRAWINGS RE: 3/S-1 1.00ON0 TO [VEND A MINMUU OF 12' BELOW UNDISTURBED SOIL AND FROST UNE. FINAL SITE DESIGN IS THE RESPONSIBILITYOF THE ST10 CONTRACTOR. UNLESS NOTED OTHERWISE. CONCRETE SHALL REACH A LANDAU./ COMPRESSWE STRENGTH OF 3000 PSI W 20 0AT5 FOR FOUNDATIONS. SLABS AND CONDOR ENFASEMENTS..CONCRETE SHALL HAVE A NOMINAL SLUMP AND 4.5-6.310 NR CONTENT. COLIPR(SSNE STRENGTH TEST TO BE PERFORMED ON CONRETC 55E0 FOR FOUNDATION ONLY. UNLESS NOTED OTHERWISE. ALL REINFORCR6 STEEL SHALL 0E ASTM A-615. GRADE CO DEFORMED BMS. UNLESS NOTED OTHERWISE. ALL DETANNG. FABRICATION AND PLACING OF REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF 01ANOM0 PRACTICE FOR D E10*N6 0(0(ORCE0 CONCRETE STRUCTURES (ACI 31e) ALL BAR SPLICES SHALL BE CLASS 'B' TENSION SPLICED. UNLESS NOTED OMOMSE. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH A 3/4'.411 CHAMFER. UNLE55, NOTED OTHERWISE. F0N501(0 SUB TO 0E LEVEL t 1/4' FLEXIBLE UTR11Y CONNECTIONS WILL DE USED AT UNDERGROUND TO GENERATOR IMERAC110NS. 10. SIM FOUNDATION DESIGNED ASSUMING ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSI'. SUB FOUNDATIONS BEARING ON CLAY SOILS $LULL HAVE A MAXIMUM SOIL P6051040 INDEX OF 27. TESTING AGENCY SHALL FIELD VERUY CONOTONB BEFORE PLACEMENT OF CONCRETE. 11. 00 N01 USE CHLORIDE COMMA ADMIXTURES. READY MIX CONCRETE SUPPUERS TO BE NRMCA CERNFlEO. NOT WEATHER CONCRETE TO'COMPLY WITH ACI 303R. NO ADDITIONAL WATER SHALL BE ADDED TO CONCRETE AT THE 300 SRL 12. CONCRETE TO BE NORMAL 0(NSRY YRIH A' MAXIMUM 61.000 OF 4' INCHES. MAf11MDM AGGREGATE SRE 3/4'. 13. ALL FROM WORX OFFSET TOLERANCES. (PER ACI 117) TO DE CUSS A 14. INSTALL EOIAPMENT ANCHORAGE PER YANUFACUOER'S WRIBEN RECOMMEN01TON5. QTYPICAL GENERATOR FOUNDATION PLAN SCALE: N.T.S. 3/4' CHAMFER FINISHED CRANE TO SLOPE AWAY FROM FOUNDATION (1YP) B' TNR. CONCRETE SLAB 3000 PSI W/ APPROVED FIBER REINFORCEMENT 15 REBM 0 6' EACH WAY B61T ENCINEERING..INC. 27490 E.plro4 2/26/1 COMflACTOR TO USE SCHEDULE 00 CAW. PIPE UNDER ALL TRAFFIC CONOIOONS 3QMOUNTING HOLE DETAIL SCALE: N.T.S. 0 CONDUIT ENTRY AREA PRCPOSED 7.— PROPANE TANK PROPOSED BLACK PIPE FTt011 PROPOSED LP. TANK TO PROPOSED GENERATOR II II II it -1 POSER & COMMUMGITXIN CONDUITS (TIP) RE: SHEET E1 EXISTIFENCE --1 FENCE ..EXISTING EQUIPMENT PAD OUTILITY ROUTING PLAN SCALE:, 0' 5' 10' 15' 25' PROPOSED ATS EXISTING H -FRAME EXISTING SMELTER EXISTING ICE BRIDGE EXISTING PULL BOX ALL BELOW GRADE CONDUIT TO BE SCHEDULE 40 PVC UNLESS NOTED OTHERWISE. NDIE: CONTRACTOR TO INSTALL NEW JUNCTION BOX W/ (2) GFCI RECEPTACLES INSIDE PROPOSED GENERATOR ENCLOSURE Q3RECEPTACLE DETAIL SCALE: N.T.S. AWRY CABLES EXISTING PANEL DREAMER POSITION BREAKERSITE TYPE ON/OFF GEC! (8) CIRCUIT AS LABEL BREAKER POSITION BREAKER TYPE ON/OFF OFCI SIZE �) CIRCUIT ASSIGNMENT LIBEL 1 2P ON NO 30 RECTIFIER 1 2 2P ON NO 30 RECTIFIER /4 3 GREEN SGREEN/WHITE GREEN GREEN/WHITE P32 LOW 'FUEL 4 X BLUE k BLUE/WHRE BLUE BLUE/WNITE P32 .5 2P ON NO 30 RECTIFIER 2 0 2P ON NO 30 RECTIFIER /5 7 8 0 2P ON NO 30 RECTIFIER 3 10 2P ON NO 30 RECTIFIER /0 11 12 13 2P OFF NO 40 A.0.4. /1 14 2P ON NO 40 A.C.H. /2 15 16 19 ON NO 20 GRROECUEPPTS/117 16 1P ON NO .20 IM LIGHTSCROUP 19 19 ON NO 20 RECEPTS' GROUP•/2 20 .1P OFF NO 20 RECEPTS CROUP 13 21 .2P ON NO 15 FNL POWALARER' M 22. IP OFF NO 20. EM LIGHTS 23 24 2P OFF NO 15 EXT.RECEPT. 25 IP NEW NO 20 GENERATOR 20 IP OFF NO 15 SPARE 27 1P NEW NO 20 GENERATOR 28 IP OFF NO 15 SPARE 29 - EMPTY 30 EMPTY 31 EMPTY 32 EMPTY 33 EMPTY 34 EMPTY 35 EMPTY 36 EMPTY 37 EMPTY 38. EMPTY 39 EMPTY .40 EMPTY EXISTING 19 SPARE BREAKERS ARE TO 8E RE -PURPOSED A5 ME NEW GENERATOR BREAKERS OPANELLAYOUT SCALE: N.T.S. TERMINATION OF CATSE ON KOHLER GENERATOR. 1068(81. FUNCTION W/0 TAPE 99091 CABLE 12 1MCE pAIR C01OR COMMON MINAE NORMAL ((4/0) EN P29 NEAR CAT5e JACK. GENERATOR RUN X BLUE �.�.&�.� BLUE/WHITE BLUE BLUE/WHITE P30 CRITICAL FAULT X ORANGE & ORANGE/WHITE ORANGE AR ORCE/WHITE P31 MINOR FAULT % GREEN SGREEN/WHITE GREEN GREEN/WHITE P32 LOW 'FUEL X BLUE k BLUE/WHRE BLUE BLUE/WNITE P32 FUEL LEAK X ORANGE & ORANGE/MOMORANGE ORARGE/YMRE NOTE: PLEASE LEAVE 500UT 6' OF CAT6E POR SERVICE LOOP AND GROOMING ®ALARM PIN -OUT SCALE: N.T.S. 18' FINISHED GRADE 0' WARNING TAPE BURIED 12' BELOW GRADE j COMPABLEACTED ON B4CKEIFLL ISI (SUITSITMATERIAL) l STABILIZED SAND (3) 1' CONDUITS TO EQUIPMENT FROM GENERATOR PAD TEEM 1. SEPARATION DIMENSION TO OE VERIFIED WITH LOCAL UTILITY CO. REQUIREMENTS. 2. PROVIDE- PVC CONDUIT BELOW GRADE EXCEPT AS NOTED.BELOW. 3. PROVIDE RG5 CONDUIT AND ELBOWS AT STUB UP LOCATIONS (0.e. SERVICE POLE, BTS EOUIPMENT, ETC...). 4. INSTALL UTILITY PULLBOXES PER NEC. 5. FOLLOW MINIMUM COVER REQUIREMENTS PER NEC TABLE 300-5 CONTROL FROM • GENE TORCONOUR VERIFY WITH LOCAL CODES O5UTILITY TRENCH DETAIL SCALE: N.T.S.. dIF B+T GRP at8lt Vow World, 9.T..r1e, L8IN0RAL DYNAMICS O M ALA ISSUED FOR. DATE DOCA1Ag11 14141111111 RMK, 4/14/14 A„ oen11AA14 •544, 4/44/14 80141010184 10/14/14 80,91o1C10e B9T ENGINEERING, INC. 27496 Exp re4 2/26/1 na4rawo->u(ro- u. rinnA w� � oww'�oo�.4t to .°o-iT�.1'ooewl�N. 5N101TNUA1➢RR1 E-1 EXISTING UTILITY SERVICE FROM LOCAL UTILITY EXISTING METER AND DISCONNECT ON SITE (RACK WONTED SEPARATELY 0R AT METE) 7 EXISTING 20CA.SERWCE'TO AT&T 1 /,,— EMERGENCY GENERATOR SET (EC), 20KW, FURNISHED &T. RE: 1/E-3 1 5 EXISTING GENERATOR FLANGED INLET EX151100 UNNERSAL POWER CABINET (UPC) sO EXISTING LOAD CENTER PMELBOARD •CCP•, 30 POLE.LUG5 ONLY. BOLT ON BREAKERS RE: 3/E-2 2 J)NF 1101 000040 00707; p CONTRACTOR SHALL FURNISH AND INSTALL CONDUITS AND POWER CONDUCTORS AS INDICATED FROM GENERATOR 10 POWER CABINET. p CONTRACTOR SHALL PROWDE AND INSTALL FEEDS FROM POWER CABINET TO GENERATOR FOR BARMY CHARGER AND BLOCK HEATER AS' INDICATED. p AUTOMATIC TRANSFER SWITCH (ATS), FURNISHED BY CUSTOMER AND INSTALLED BY CONTRACTOR. ATS IS 120/240/, 2 POLE. 200A, NEMA 38 WITH SINGLE PHASE SEN5100, AUTOMATIC ENGINE STARTING. UL USTEO 1000. O THE COMPACTOR SHALL REFER TO CABINET SPECIFICATIONS FOR AW14 1911100 TO EXTERNAL DEVICES (GENERATOR). INTERIOR ALARMS ARE POE-W1RED. 0 00 NOT BOND GENERATOR NEUTRAL TO GROUND OR GENERATOR FRAME. GENERATOR NEUTRAL IS BONDED TO SERVICE ENTRANCE NEUTRAL. BOND VA SO0DLY GROUNDEO ATS (OPEN .TRANSHRON, FLOATING NEUTRAL AT GENERATOR CABLE AND CONDUIT SCHEDULE N0. FROM TO WIRES 600100 C0SI0 26 FUNCTION 1SERVICE PROWDER PROPOSED ATS (3) 3/0 (1) 14 _2• POWER FEED . 5 PROPOSED ATS GENERATOR (2) 110 (1) 110 1• START CIRCUIT GENERATOR PROPOSED ATS (3).3/0 (1) 14 2• POWER FEED. Q PROPOSED ATS- EXISTING CIRCUIT PANEL (3) 3/0 (1) 14 2• POWER FEED ® ExIST1N6 CIRCUIT PANEL GENERATOR (4) 112 (2) 112 1• 20 AMPCI00 IT FO RGENERATEOR RY LOCK 0 ER, BATTE© PROPOSED 015 EXISTING AMM 4 -PAR 24 An N/A 1• ALARIA 111101 PUNCH FROM AM. DOWN S B7 AT&TDE 24- OF SLACK 1660. LABEL ALL WWES 7O GENERATOR EXISTING ALARM 12 -PAR 24 ANC N/A 1' FlANALM PUNCHS DOWN IS BT PAT&TDTECH LIBEL ALL 0.1 ES GONE LINE DIAGRAM SCALE: N.T.S. 600506406 NOTES- pl BOND 70 EXISTING EQUIPMENT GROUND RING (1YP) O 12 TINNED 060 IN 1/2• FLEX BOND TO GENERATOR FRAME W/2 HOLE BOLTED LUG AT CORNER (IYP) O 3/4. O 0' COPPER 6R00N0 ROD. TO BE INSTALLED WHEN DISTANCE 70 Ex15TIN0 GROUND RING EXCEEDS 25'. RE: 3/6-2 ®TYPICAL .GROUNDING PLAN 2 SCALE: N.T.S. HEW AT&T 5004 GENERATOR ON CONCRETE PAD • 0 1. NEW CENSET PROVIDED BY AT&T AND INSTALLED BY CONTRACTOR. IT S THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL ALL 4ATERMLS, COMPONENTS, ETC. WHICH ARE NOT PROVIDED BY AT&T.-OENSET MANUFACTURER OR EOUIPRENT MANUFACTURER AND 70 FURN1SH A COMPLETE AND OPERATIONAL SYSTEM. 2. AR. CONTROL. ND INDICATORCONDUCS RUTE NEW UNDER FROOM OENSET 10 COSTING AT&T EOUIPMENT CARINET5. 3. 4AINTAN ALL CLEARANCES AS REOUIRED BY THE NATIONAL ELECTRICAL CODE. 4. PROVIDE AND INSTALL -TWO GROUND RODS WITH INSPECTION SLEEVES (ONE AT EACH END OF GENSET FRAME .161140 AN APPROVED TWO HOLE CONNECTOR. BOND GROUND R00 TO NEAREST SITE BURIED GROUNDING SYSTEM RING. PRO0DE INSPECTION SLEEVE AT CONNECTION POINT. SEE INSPECTION SLEEVE DETAILS. 5. BOND METALLIC CONDUITS 10 0011160 GROUND RING (SISTER) AS' THEY CROSS USING PIPE CLAMP. DO NOT EXOTHERMICALLY WELD TO CONDUIT. B. BOND AL1 EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBNECTS:WITH A PENNUNION GT SERIES CLAMP, BLACKBURN GUY SERIES CLAMP 0R A BURNDY CAR 300000 SERIES CLAMP ONLY, NO SUBS2TUTES ACCEPTED. 7: BOND FENCE POST TO GROUND RING' (MERE APPLICABLE) USING AN EXOTHERMIC 0E10. GRADE LGROUND RING /2 ANC COPPER WIRE 5010. TINNED (FROM CRERAIOR) GROUND ROD COPPERWELD 3/4•..0'-0• LONG (40x) V ®GROUND ROD DETAIL (IF REQUIRED) 3 SCALE: N.T.S. B+T GRP at&t row wenn. o GENERAL DYNAMICS M O EXISTING WATF.R TOWER PROJECT NO, 911113001 CHECKED ID) ISSUED 0011, REY art ow. 9/8/14 P RDN.I.R1 5C4CR • 14141 • 10001.•00 PCV. '/15/1. PR0W,11•A. REV[. 5/14/14 CD01RK,0N 10/H/1. R.. CD,s14LC104 BM ENGINEERING. INC. 27400 ERPT,es'2/20/1 +:11.1"..70S1747.1, -.R. Mf OetWUn. SHEET NUANHro E-2 REVISION, 1 609.6mm [24.0•)_ ©D Ip B+T GRP RECOM4EN2EO 456.6mm [I8,01 MOUNRNC O o 0 00 V HARDWARE 3/8" 1 "III c1 0 it,,,,i at&t Veto Wad.O.1.top _ O N - o _ Ex FI 1 , •• o.�� II o gi 0 0 O N10 � V-V'u _____0 GENERAL DYNAMICS 4 e 11 .i...i. 5l=NETIMI E E u ❑ © ---"ii o CO 0 u ibill ^ o - � ivo —0 10032101 1 WEST VERO 1805 58T11 ,\\'E VERO RE,\CH, (1.32966 EXISTING WATER TOWER [ FYI E: E e ■ ■ uQ © 0 •C `✓ t �( :1 p 0 lJp 6 - 9 CI 0 in 1 NOTES-6/11 A C 0 E EI F2 C N .1 LEFT INSIDE NEW ATS CONTROLLER CONTROL RELAYS BATTERY CHARGER MAINTENANCE DISCONNECT UTILITY UN-GROUNDED ON-SITE GENERATOR SECONDARY GENERATOR LOAD UN-GROUNDED 1V55 120 VAC & 2WS CONNECTIONS SWITCH CONDUCTOR CONNECTION UN-GROUNDED CONDUCTOR UN-GROUNDED CONDUCTOR CONDUCTOR CONNECTION FRONT NEW CONNECTION CONNECTION 1L PItOJ6CT A:08 911143.(101 CHH.CN!T IH} SLAT ISSUED FOR: KV OM On.rl 01,301Snan A 0/11/14 Iw. MTuu'wm'6,c. 0 0/2/;4 A.. o111MWAV111. 11LVC. c 4/14/14 ... .11Luu:. IT 11h'[. K IT TU L NEUTRAL SUPPLY CONNECTIONS GROUND TERMINAL o 4/711/1, II.. Wxstucln,, J L J L M N P HMT - HEATER (OPTIONAL) - ANNUNCL TOR CONNECTIONS. SECONDARY GENERATOR 10/14/I. IMF C0,4111WICx B*T ENGINEERING, Etc INC. 27498 rag 2/28/1 UNIT DIMENSIONS `AAY' % '4( A/ Z.4 '• • , • 57199 i r. ; ' * ' 1i.odF1M =.a . STATE • L�= T:',4..'- 'e, ^,FSS/ON AL L'�G� ILC RATED AMPS VOLTAD0 PHASE ENCLOSURE HEIGHT ENCLOSURE WIDTH ENCLOSURE DEPTH WEIONT (LBS) 200 txo / 240 1 48• 24• Iz• 220 200 120 / 208 3 40• 24• 12. 220 TERMINAL LUG WIRE RANGES TTS RATED AMPS LUGS ARE RGENERATOR TRAL BLOCS NEUECTM GROUND BAR LUGS Z00 400MCM-/4 AWG (UTILITY) 4/0 - /4 AWG (GENERATOR) SSOMCM-/8 An 250MCM-/8 AWO ... H.g ..Yu �� Ln. }7407 to 7retccv:),I11 MOUNTING DETAILS eHlulr uunmNn; E_2 nevleulw i OATS SCALE: N.T.S. - - Vxr. C?'< -:J - C8 1 .+.t - �� m� m! 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' •-'_ fix _ k1 11F i 4 yJ� LJ R5 it `��oaa C /! :4';:)), _ •� - •• " =�"o D c.1 a , �O � � . s;,:_o o — " ' ..7-A, ' y '''�:%, 1�h jj1i `gyp VV Chi CNCINEENINC. INC. 2749E C ,N. 2/2C/1� to a r PROACTNOi 019410011 CHI[CIJSJ IIY 0u1 10032101 WEST VERO I805 58TH AVE \'ERO BEACH, PL 32966 EXISTING WATER TOWER Z m P n La Fri * Sig rt 1 B+T GRP _ ��� $$ 8g W f l g 2 3 $ it . � i 33 3 i I-1 i