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VB Waterways MSTU Agenda 03/08/2019
Vanderbilt Waterway MSTU Advisory Committee 3299East Tamiami Trail Suite 103 Naples, FL 34112 MARCH 8, 2019 2:00 P.M. Government Center Bldg F 5th floor IT Training Room 3299 Tamiami Trail East, Naples Fl 34112 I.Call to order and Pledge of Allegiance II.Attendance Advisory Committee Phil Arnold (2/12/21 Clint Cuny (2/12/21) Nancy Koeper (2/12/23) Vincent Fantegrossi (2/12/23) Pam Marsal (2/12/23) Staff Harry Sells – Project Manager Michelle Arnold – PTNE Director III.Approval of Agenda IV.Approval of allowing absent member to participate via telephone V.Election of Officers, Chairman and Vice Chairman VI.Sunshine Law- Colleen Greene, Assistant county Attorney VII.Project Manager Report, Harry Sells A.Waterway Project Status B.Budget report for 3/8/2019 C.FY 20 Budget Discussion VIII.Old Business IX.New Business A.Vanderbilt MSTU Policy Statement B.Responsibilities of Advisory Committee C.Meeting Location D.By Laws X.Public Comments XI.Member Comments XII.Adjourn NEXT MEETING DATE : TO BE DETERMINED Vanderbilt Waterways MSTU Charter Document The Vanderbilt Waterway MSTU Ordinance 2018-64 has been created to: 1. Maintaining safe and reliable boating access to the Gulf of Mexico 2. Improving the flow and quality of water 3. Support property values by providing recreational access to the Gulf of Mexico We will accomplish these objectives by dredging the Vanderbilt Waterway between the Blue Bill Bridge and the Cocohatchee River. The funding paid under the MSTU ordinance 2018-64is NOT to be allocated for damage from storm water runoff or in any areas outside of the approved geography. The ordinance approving the MSTU has been created to provide and limit dredging in the Vanderbilt Waterway between the Blue Bill Bridge and the Cocohatchee River. This MSTU is not intended or approved to do any other work or address the needs of any other locations in the Vanderbilt Connors community. The Water Turkey Bay Channel branching south from the Wiggins Pass channel and leading to Vanderbilt Lagoon is essentially impassable in three locations and requires some level of dredging. The County’s policy has been that the County does not dredge inland water bodies that do not serve/benefit the entire population. This channel provides a direct benefit to a specific population of property owners, boaters and end users within Vanderbilt Lagoon currently known as the “Vanderbilt Waterways Group.” This shoaling is not a new occurrence. The Water Turkey Bay Channel has been shoaling in for the past 20 years, and residents and boaters have been repeatedly informed that dredging is their responsibility. This shoaling is not the result of Hurricane Irma. Recently, the Vanderbilt Waterways Group has been discussing with the County the possibility of establishing a MSTU to maintain this waterway. Provide temporary shallow draft boat access, including the following tasks: Work with State and Federal agencies to obtain emergency permits to dredge the three locations that are currently impassable. Survey the channel to determine if beach-quality sand exists, dewatering/disposal methods, quantity, and location of material to be removed along with a conceptual cost estimate. Develop a dredging plan that only removes material in the three impassable locations with the expectation that this is a temporary solution and will need to be funded by an ongoing MSTU maintenance plan. Complete the construction phase for the emergency dredging. 12/11/2018 EXECUTIVE SUMMARY Recommendation to approve the expenditure $49,698 to provide professional engineering services From Humiston and Moore Engineers to develop a conceptual plan that provides temporary shallow draft boat access into Vanderbilt Lagoon via Water Turkey Bay and authorize necessary Budget Amendments. OBJECTIVE: To provide professional engineering services to develop the preliminary design, state and federal permitting, opinion of costs, technical specifications, construction plans and an updated survey required to provide temporary shallow draft boat access into Vanderbilt Lagoon via Water Turkey Bay. CONSIDERATIONS: The Water Turkey Bay Channel branching south from the Wiggins Pass channel and leading to Vanderbilt Lagoon is essentially impassable in three locations and requires some level of dredging. At the October 23, 2018 Board of County Commissioners (Board) meeting (item 11F), the Board approved unanimously (5-0) a plan to provide temporary shallow draft boat access to the Vanderbilt lagoon. Provide temporary shallow draft boat access will including the following tasks: xWork with State and Federal agencies to obtain emergency permits to dredge the three locations that are currently impassable. xSurvey the channel to determine if beach-quality sand exists, dewatering/disposal methods, quantity, and location of material to be removed along with a conceptual cost estimate. xConduct an independent professional evaluation of available assessment methodologies for the establishment of a Municipal Services Benefit Unit (MSBU) as a long-term revenue source for the continued maintenance of the channel. xDevelop a dredging plan that only removes material in the three impassable locations with the expectation that this is a temporary solution and will need to be funded by an MSBU maintenance plan. xConsistent with past practices, benefitting property owners are responsible for the cost of dredging inland water bodies that serve them. Accordingly, project expenses would be funded or reimbursed by a County directed Vanderbilt Waterways MSBU. To expedite the project, an internal County loan for engineering services would be provided. Funding of the dredging work could be provided by internal or external financing. FISCAL IMPACT: On October 23, 2018 the Board authorized an advance from Unincorporated Area General Fund reserves in the amount of $50,000 to fund this study. This advance will be repaid by the MSBU after its formation. Staff will create the appropriate account structure and process all necessary budget amendments. Grant funds are not expected to be used on this expenditure. ADVISORY COMMITTEE RECOMMENDATIONS: This item went to the Coastal Advisory Committee (CAC) on September 13, 2018, as a staff report. This item will come out of the General Fund, and Tourist Development funds are not required for approval. LEGAL CONSIDERATIONS: This item has been reviewed by the County Attorney, is approved as to form and legality, and requires majority vote for approval. -JAK 16.A.20 Packet Pg. 1307 12/11/2018 RECOMMENDATION: To approve the expenditure of $49,698 to provide professional engineering services From Humiston and Moore Engineers to develop a conceptual plan that provides temporary shallow draft boat access into Vanderbilt Lagoon via Water Turkey Bay and authorize necessary Budget Amendments. Prepared By: J. Gary McAlpin, P.E., Coastal Zone Management, Capital Project Planning, Impact Fees and Program Management Division ATTACHMENT(S) 1. 2018-23065-Turkey-Bay (002) (PDF) 2. WO Final (PDF) 16.A.20 Packet Pg. 1308 12/11/2018 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.20 Doc ID: 7305 Item Summary: Recommendation to approve the expenditure $49,698 to provide professional engineering services From Humiston and Moore Engineers to develop a conceptual plan that provides temporary shallow draft boat access into Vanderbilt Lagoon via Water Turkey Bay and authorize necessary Budget Amendments. Meeting Date: 12/11/2018 Prepared by: Title: Accountant – Capital Project Planning, Impact Fees, and Program Management Name: Gail Hambright 11/08/2018 9:31 AM Submitted by: Title: Division Director - IF, CPP & PM – Capital Project Planning, Impact Fees, and Program Management Name: Amy Patterson 11/08/2018 9:31 AM Approved By: Review: Growth Management Department Judy Puig Level 1 Reviewer Completed 11/08/2018 10:32 AM Zoning Gary McAlpin Additional Reviewer Completed 11/08/2018 2:16 PM Procurement Services Opal Vann Level 1 Purchasing Gatekeeper Completed 11/09/2018 8:05 AM Capital Project Planning, Impact Fees, and Program Management Amy Patterson Additional Reviewer Completed Growth Management Operations Support Christopher Johnson Additional Reviewer Completed Procurement Services Ted Coyman Additional Reviewer Completed 11/14/2018 9:33 AM Growth Management Operations Support Heather Meyer Additional Reviewer Completed Growth Management Department Thaddeus Cohen Department Head Review Completed 11/15/2018 1:02 PM Grants Natali Betancur Level 2 Grants Review Completed 11/15/2018 4:00 PM Growth Management Department Gail Hambright Deputy Department Head Review Skipped 11/16/2018 10:10 AM County Attorney's Office Colleen Greene Level 2 Attorney Review Completed 11/20/2018 10:28 AM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 11/20/2018 10:45 AM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 11/20/2018 11:18 AM County Attorney's Office Emily Pepin CAO Preview Completed 11/20/2018 3:15 PM Budget and Management Office Ed Finn Additional Reviewer Completed 11/21/2018 9:52 AM 16.A.20 Packet Pg. 1309 12/11/2018 Grants Therese Stanley Additional Reviewer Completed 11/21/2018 9:56 AM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 11/26/2018 12:34 PM Board of County Commissioners MaryJo Brock Meeting Pending 12/11/2018 9:00 AM 16.A.20 Packet Pg. 1310 16.A.20.a Packet Pg. 1311 Attachment: 2018-23065-Turkey-Bay (002) (7305 : Turkey Bay H&M) 16.A.20.a Packet Pg. 1312 Attachment: 2018-23065-Turkey-Bay (002) (7305 : Turkey Bay H&M) 16.A.20.a Packet Pg. 1313 Attachment: 2018-23065-Turkey-Bay (002) (7305 : Turkey Bay H&M) 16.A.20.a Packet Pg. 1314 Attachment: 2018-23065-Turkey-Bay (002) (7305 : Turkey Bay H&M) 16.A.20.b Packet Pg. 1315 Attachment: WO Final (7305 : Turkey Bay H&M) 16.A.20.b Packet Pg. 1316 Attachment: WO Final (7305 : Turkey Bay H&M) Coffiev C;01 "ty January 4, 2019 Mr. Brett D. Moore, P.E. President Humiston & Moore engineers 5679 Strand Court Naples, Florida 34110 RE: NOTICE -TO -PROCEED FOR Water Turkey Bay Channel Dredging Contract No. 15-6382 Purchase Order/Work Order 45-193396 Collier County Project No. 168-110410 Dear Mr. Moore: This letter serves as Collier County's official NOTICE TO PROCEED (NTP) to your Company to commence with the above referenced project. This NTP is issued pursuant to Contract No. 15- 6382. The purchase order number is shown above and a copy of the P.O. is enclosed. This NTP is limited to the scope of work for: Water Turkey Bay Channel Dredging Update Not to Exceed $49,698. To facilitate the payment process, please include the following information on each invoice: The beginning and ending billing dates; the purchase order/work order number written above, as well as the Collier County project number. Also, please describe clearly which task(s) is/are being billed to, and do not invoice more than is remaining in a particular task. Lastly, please mark the final invoice as "FINAL". Commencement date for the services associated herewith shall be considered to be January 4, 2019. Final completion of all work shall be considered to be October 6, 2019 a total of 275 days. No work is authorized after the final completion date herein unless the time of the contract/work order is extended on or before the final completion date. Invoices for unauthorized work will not be paid. Sincerely, VAC J. Gary McAlpin, P.E. CZM Manager CC: Clint Perryman, Project Manager Heather Meyer, Budget Analyst Jennifer Ziglar, Procurement Strategist Coastal Zone Management 2685 South Horseshoe Drive Tel: 239-252-2966 WIGGINS PASS N65'19'14"E 253.27' CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BEARING CHORD r..1.?"Z CC2T 3244 13..3861' 345505.. 06681'' 4390.' 2000205"' SN0055'0089'5171"WE 233097..4652'' n _ j, P C3 131.74' 100.00' 75'28'59" N56'04'25"E 122.42' N g S46'48'351'4C4106.37' 100.00' 60'56'54" S46'48'35" 101.43' hw Ss Z Si8'32'20"E 1071.87' i 0 300 600 1200 NI 8'32'20'W 1067.47' f i 1" 1200' S26'27'27'E 871.82' N26'27'27'W 870.50' 1 I 1 LEGEND N1'56'26'W 782.01' S1T56'26"E 1227.83' POB = POINT OF BEGINNING CH = CHORD LENGTH CB = CHORD BEARING Nosao's5ti+517.47• IIII i CPB = CONDOMINIUM PLAT BOOK 1DESC. = DESCRIPTIONN79'17'10"E 425.79' I NORTH UNE OF i AL = ARC LENGTH N78'20'00 332.16' WIGGINS PASS OR = OFFICIAL RECORDS BOOK S86'11'10"E 75.00' UNIT No. i PS 10,PO 44 PB = PLAT BOOKPB10, WEST AND NORTH LINE OF 4.4VANDERBILTSURFCOLONY I PG = PAGE CPB 14.PG 96 CP 4O EAST LINE OF 250' NO3'48'SO"E 340.00' ale v T7 o! WIDE WATERWAY i R = RADIUS 0 PER PLAT A = DELTA ANGLE N PB 10.PG 44 i N11'40'00"W 1031.85' A 1110.1 i NE POB DESC. 29VANDERBILTTOWERSPY SECTION29 CPBCPB33PCG1 0 3,f: TOWNSHIP 48S CPB 4 PG 19 rn S89'52'20"E 1803.75' BLUERANGE uGAVE 9E N89.52'20'W 37.40' l SOUTH UNE OF' i r$ EC?LO& L 11JJJJJ_LI_I_LL 110TH AVEN N14'50'091.4827.88'TIII-ffTTFLnMwco,AVETIIIT Fg 109TH AVE N I.IILLLLJII]1JJJ_IJ1 l n 1HERG,"IA06 T TT1 Tii 8 N25'08'57"E 204.72' ))N_fOBTHAVEN 07/....„,7 U1 -_III/ II _1>.ml mu— R , in 1, _tOTTHAVE N NOTES: J 1. THIS SKETCH IS NOT A SURVEY.f N14'51'03"W 50.00',x' M 1 MI I It kWp1- j oNNeRsa Ave m' 08THAVEN 2. BEARINGS SHOWN HEREON ARE BASED a 0, in ( n•,: ON THE NORTH LINE OF SECTION 29, X417 o._ TOWNSHIP 48 SOUTH, RANGE 25 EAST TO BEAR S89'52'20"E.8 t'•04TH AVE N o SWI 3. THIS SKETCH DOES NOT MAKE ANY a J CENTERLINE OF eEAeRE. T'EA ," `\11 1 VANDERBILT DRIVE REPRESENTATION AS TO ZONING OR C 103RD AVE N DEVELOPMENT RESTRICTIONS ON THE g SUBJECT PARCEL.Z1 Win d—102ND AVE N g 0 y 4. PARCEL CONTAINS 425.97 ACRES A. vE _ 5'1' '$ NA w ,", Umi 101STAVEN MORE OR LESS. VA AV 100TH AVE NJ I Ir p •••,,;,;. 1. 11111111111M1111111,.,: 119 N O D: 'im „ +! IFF-TT`yTI 88THAVEN g' I 1' 1 98TH AVE NII O CENTERLINE OF I,10 wINN. 9TIH AVEN GULF SHORE DRIVE 4. mtmli 98TH AVE N WSOM MaiiiiIIIII siall011111 II iii 98TM AVEN OAK AVE rrrl V 08 Q 1 111I1 947H AVEN A o, 3. O PALM GT. y 93RD AVE N P. 2 e m j CI i4.42ND AVEN o4 MINI Q I ay CENTERLINE OFR 8A Rono J VANDERH BILTD TIMOTHY J. DEVRIES DATE Naop7•03, 182309 PROFESSIONAL SURVEYOR AND MAPPER H r1=e FLORIDA CERTIFICATE NO. LS 6758 NOT VALID WITHOUT THE SIGNATURE AND THE 1ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. VANDERBILT DREDGING LIMITS IR.timki 19503 S West Villages Parkway, Suite A5 LYING IN Venice,Florida 34293 SECTIONS 20 AND 29,TOWNSHIP 48 SOUTH, RANGE 25 EAST ENGINEERING Phone(2391597-0575 COLLIER COUNTY, FLORIDA F LBNo.:6952 278 JOB NUMBER REVISION SECTION TOWNSHIP RANGE SCALE DATE DRAWN BY FILE NAME SHEET CAO 080010.00.1 1 20 48S 25E 1"=1200' 11/1/18 TJD 01 SD 1 OF 2 © 2018 Microsoft Corporation © 2018 HERE © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS © 2018 HERE PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798COVERLATITUDE : LONGITUDE : 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBERCOVER, LOCATION MAP, VICINITY MAP, PERMITTING, INDEX OF SHEET, PROJECT CONTACTbefore you dig.LOCATION MAPVICINITY MAPINDEX OF SHEETPROJECT CONTACTSPERMITTINGNCallKnow what's below.PROPOSED FIBER OPTIC NETWORK INSTALLATIONCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-AJURISDICTION:*COLLIER COUNTY*FP&L (ALPINE)U17069-79813105 VANDERBILT DRMIAMIWEST-798CROWN CASTLE:PROJECTMANAGERCONTACT:CONSTRUCTIONMANAGERINFO:KEVIN BRACHPROGRAM MANAGER - FIBER8517 SOUTH PARK CIRCLE, SUITE 150ORLANDO, FL 32819PHONE: (407) 367-8194KEVIN.BRACH@CROWNCASTLE.COMMICHAEL GARRISONCONSTRUCTION MANAGER8517 SOUTH PARK CIRCLE, SUITE 150ORLANDO, FL 32819PHONE: (407) 341-5350MICHAEL.GARRISON2@CROWNCASTLE.COMUTILIS ENGINEERING, PAPROJECTMANAGERCONTACT:DESIGNENGINEERCONTACT:DANIELLE TURNERSR. PROJECT MANAGER326 TRYON RDRALEIGH, NC 27603PHONE: (607) 341-8667DTURNER@TEPGROUP.NETROSS TURNERSR. ENGINEER326 TRYON RDRALEIGH, NC 27603PHONE: (980) 404-2752RTURNER@TEPGROUP.NETNAPLES, COLLIER COUNTYFLORIDA, 341100-A - COVER SHEET/SITE LOCATION0-B - PROJECT OVERVIEW0-C - CONTACT SHEET0-D - 0-E - LEGEND0-F - GENERAL NOTES0-G - FDOT CONSTRUCTION NOTES0-H - 0-L - TYPICALS0-M - RAKEOFF TABLE1-12 PROJECT SHEET/PROFILES0-N - 0O MOT PLANS © 2018 Microsoft Corporation © 2018 HERE AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA UG UG UG UG UGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG UGUGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUG UG UGUGUGUGUGUGUGUGUGUGUG CV #127269COLLIER COUNTYUG NEW BUILDWIGGINS PASS RDCV #127269COLLIER COUNTY / FP&L (ALPINE)AE NEW BUILDWIGGINS PASS RDCV #127269COLLIER COUNTYUG NEW BUILDVANDERBILT DRPLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798OVERALL MAPLATITUDE : LONGTITUDE : OVERALL MAP2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBERCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-B123456789101112 PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798CONTACTS / SOWLATITUDE : LONGTITUDE : CONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-CSCOPE OF WORK·BURIED PLACEMENT OF 1,380 LINEARFEET OF (3) 1.25" HDPE SDR 11 CONDUITEQUIPPED WITH (1) 216 CT FIBER OPTICCABLE·BURIED PLACEMENT OF 584 LINEARFEET OF (1) 6" HDPE SDR 11 CONDUITEQUIPPED WITH (1) 216 CT FIBER OPTICCABLE·AERIAL PLACEMENT OF 4,847 OF (1) 216CT FIBER OPTIC CABLE LASHED TO NEW10M STRAND ON LCEC POLES·PIPE TO BE INSTALLED BY MEANS OFHORIZONTAL DIRECTIONAL DRILLINGAND/OR TRENCHING METHODS.·ALL AREAS DISTURBED BYINSTALLATION TO BE RESTORED TOEXISTING OR BETTER CONDITION.CROWN CASTLE, LLC8517 SOUTH PARK CIRCLEORLANDO, FL 32819KEVIN BRACHPROGRAM MANAGERPHONE: (407) 367-8194KEVIN.BRACH@CROWNCASTLE.COMMICHAEL GARRISONCONSTRUCTION MANAGERPHONE: (407) 341-5350MICHAEL.GARRISON2@CROWNCASTLE.COMTEP FIBER2033 CROSS BEAM DRCHARLOTTE, NC 28217DANIELLE TURNERSR. PROJECT MANAGERPHONE: (607) 341-8667DTURNER@TEPGROUP.NETROSS TURNERSR. ENGINEERPHONE: (704) 813-1843RTURNER@TEPGROUP.NETFDOTDISTRICT 110041 DANIELS PKWYFORT MYERS, FL 33913(239) 225-1900DISTRICT ONE SECRETARYL.K. NANDAMPHONE : (863) 519-2201FAX : (863) 534-7265COLLIER COUNTY2800 NORTH HORSESHOE DRNAPLES, FL 34104SENIOR SITE PLANS REVIEWER :RANDY CERCHIEPHONE: (239) 252-2417ALICIAHUMPHRIES@COLLIERGOV.NET TRAFFIC SIGNAL POLE100'2356'P#0123656'P#01789101HNODECE-XXXCE-XXXBUILDING00X380'153'450'TELEPHONE POLEMHNORTH ARROWSS EPSTORAGEUGUGUGUG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG SSSSSSSS SS SSSS SG MARKER CC STATION STRAND FOOTAGE(STRAND,NON FIBER)FIBER NODE/REMOTEEQUIPMENTUG CONDUIT FOOTAGE(NEW CONSTRUCTION)STRAND FOOTAGEUG CONDUIT FOOTAGE (LEASE)CTSCCTV123'456'100'WOOD POLETRANSFORMER POLEJOINT POLECATV POLEJOINT TRANSFORMER POLESTEEL POLECONCRETE POLEPOLE - TEMPORARYCROWN CASTLE OWNED POLELIGHT POLE R+HEIGHT'BUILDING ANCHORGROUND LOCATIONCALL OUT / POLE NUMBERBOND LOCATIONABOVE GROUND PEDESTAL24X36 VAULTMANHOLE - LEASED17X30 VAULTCAN / SPLICE ENCLOSUREHANDHOLE - LEASEDFIBER OPTIC SPLICEFIBER COUNTFIBER SLACKorHUBANTENNABUILDINGTOWER - LATTICETOWER - MONOPOLEBRIDGEPOP (Point of Presence)STORAGEPOLES (STRAND,NON FIBER)36X36 VAULT36X60 VAULT36X48 VAULT48X48 VAULTSTREET NAMECAUTIONBICYCLE LANEHOV LANETRAFFIC ARROWTURNSCC FDPCC PED4X4X12 JUNCTION BOXFIBER MANHOLEFIBERNET HANDHOLEFIBER VAULTBUS SHELTERBRIDGE COLUMNMAIL BOXYARD LIGHTPARKING METERUNKNOWN VAULTUNKNOWN PEDUNKNOWN VALVEUNKNOWN CAPPOLES (STRAND,NON FIBER)POLES (STRAND,NON FIBER)POWER RISERANCHORSIDEWALK ANCHORQUEENS POST ANCHORROCK ANCHORCALL OUT / POLE NUMBERPOWER VAULTTELEPHONE MANHOLETELEPHONE VAULTPOWER POLEPOWER XFMERPOWER MANHOLEBORE PIT POWER SPLICESEQ NUMBER05LEGENDTICKMARKER POLECE-XXX12345678ENODE450'UG CONDUIT FOOTAGE (POWER)EXISTING FIBER VAULTNODE SITE LABELPOWER NODE LABELBUILDING LABELNODE SIDE LABEL12345678ESSSS CE-XXX12345678ENODE123 ADDRESS ROADANY CITY,STFPLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798LEGENDLATITUDE : LONGTITUDE : LEGENDCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-D FORCE MAINSIDEWALKAAooooLINETYPESCROWN OWNED UGSTRUCTURE ATTACHED PIPECROWN LEASED UGOVERHEAD FIBER OPTIC LINECROWN OWNED UGUG FIBER OPTIC LINECONDUIT POWERLIMITED ACCESS ROWABANDONEDTRENCHBOREINNERDUCTGGWWSSTTTSLSLTVTRFTRFEEEFMFMARWRWFOCFOCxxxLAROWLAROWPOWERUGUGEOPS/WS/WBOCNSNSNSNSNSNSNSSTRANDOVERHEAD GUYPOLE TO POLE GUYSPAN NOT STRANDEDFIBER JUMPER / TAILPOWER UGOTHER FOCEXISTING AERIALEXISTING UGPOWER UGPOWER AERIALTRAFFICGAS LINECOMMUNICATIONSWATER MAINSANITARY SEWERSTORM SEWERRECLAIM WATERSTREET LITECATV BURIEDGUARDRAILFENCEEACH OF PAVEMENTEASTMENTRIGHT OF WAYBOCCENTER LINEBUILDINGPROPERTY LINERAILROADLINE DIVIDERTYPICAL UNDERGROUND CONSTRUCTION:- RESTORE ALL SURFACES TO EQUAL OR BETTER CONDITION.- VERIFY ALL MEASUREMENTS AND DISTANCES.- MAINTAIN MINIMUM 12" SEPARATION BETWEEN PROPOSED CROWN CASTLE DUCTS & EXISTING UTILITIES.- NO PROPOSED RUNNING LINE CHANGES ARE TO BE DONE WITHOUT CROWN CASTLE OSPE APPROVAL.- MAINTAIN A MIN BENDING RADIUS OF 5' ON ALL DUCT CONFIGURATION.06CONSTRUCTION NOTESEMTEMTEMTEMTTYPICAL AERIAL CONSTRUCTION :- MAINTAIN POLE ATTACHMENTS 40" BELOW NEUTRAL.- FOR NEW POLE ATTACHMENTS, REFER TO ALPINE/TRANSMISSION WINDLOAD CALCULATION SHEETS.- NEW FIBER OPTIC CABLE TO BE ATTACHED TO EXISTING POLES AND LASHED TO NEW 10M STRAND FOR CROWN CASTLE:ATTACHMENT HEIGHT AS INDICATED IN TYPICAL MINIMUM AERIAL CLEARANCE AND SEPARATION AS SHOWN ON AERIAL DETAIL 001OF 001.- MAINTAIN A RATIO OF LEAD OVER HEIGHT EQUAL TO OR GREATER THAN 75% AT ALL ANCHOR LOCATIONS. DOWN GUY SIZE WILL BESAME AS SUPPORTING STRAND SIZE.SSSSFOR CONSTRUCTION:- EXTREME CAUTION TO BE TAKEN TO CONTAIN SLURRY AROUND WORK AREAS NEAR WETLANDS TO AVOID ANY WATER QUALITYISSUES!- ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE FIELD VERIFIED BEFORE DIGGING, CALL SUNSHINE 811 (800-432-4770)FOR UTILITY LOCATESPLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798LINETYPESLATITUDE : LONGTITUDE : LINETYPES, CONSTRUCTION NOTESCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-E GENERAL NOTESCONTRACTOR MUST OBTAIN LOCATES PRIOR TO DISTURBING THE GROUND.CONTRACTOR MUST HAVE A COPY OF THE APPROVED PERMIT FROM THE APPROPRIATE AGENCY ON THE JOBSITE AT ALL TIMES.ALL CABLE WILL BE PLACED AT A MINIMUM DEPTH OF 36" DEEP UNLESS OTHERWISE DIRECTED BY A REPRESENTATIVE OF THEUTILITY OWNER.ANY LANDSCAPING WILL BE REPLACED TO EQUAL OR BETTER THAN THAT WHICH EXISTED PRIOR TO WORK.PROJECT SITE WILL BE PROPERLY SECURED PRIOR TO THE END OF EACH DAY.ALL WORK IS TO BE IN ACCORDANCE WITH ALL AUTHORITIES HAVING JURISDICTION IN THE WORK ZONE.CONTRACTORS ARE ADVISED TO CONTACT THE PROJECT MANAGER FOR ANY ADDITIONAL INFORMATION OR CLARIFICATIONCONCERNING SCOPE OF WORK OR THE REQUIREMENTS NECESSARY FOR PROJECT COMPLETION.CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS, QUANTITIES AND EXISTING CONDITIONS PRIOR TOCONSTRUCTION. IF A SIGNIFICANT CHANGE TO THE RUNNING LINE IS NEEDED, PLEASE CONTACT THE PROJECT MANAGERBEFORE PROCEEDING.BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TAKE APPROPRIATE PRECAUTIONS TO AVOID ANY POTENTIALOBSTRUCTIONS PRIOR TO PROCEEDING WITH WORK.NO CONSTRUCTION ON PRIVATE PROPERTY WILL COMMENCE UNTIL APPROVAL IS GIVEN BY A REPRESENTATIVE OF THE UTILITYOWNER.CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL THEY HAVE RECEIVED A PURCHASE ORDER AND HAVE BEEN DIRECTEDTO DO SO BY AN AUTHORIZED REPRESENTATIVE OF THE UTILITY OWNER.CONTRACTOR SHALL NOT EXCEED THE PURCHASE ORDER VALUE WITHOUT AUTHORIZATION IN WRITING FROM THEAPPROPRIATE REPRESENTATIVE OF THE UTILITY OWNER.AS-BUILTS WILL BE REQUIRED FOR EACH PROJECT INCLUDING CABLE FOOTAGE SEQUENTIALS AT EVERY ACCESS POINT, SLACKLOOP, SPLICE LOCATION, POLE AND TERMINATION POINT. CONTRACTOR SHOULD ALSO PROVIDE NOTES OF ALL CHANGES INDEPTHS, RUNNING LINES, MH/HH LOCATIONS, AND ANY OTHER APPLICABLE NOTES TO DEPICT THE WORK THAT TOOK PLACE.NOTE: ALL MAJOR CHANGES NEED TO BE PRE-APPROVED BY AN AUTHORIZED REPRESENTATIVE OF THE UTILITY COMPANYPRIOR TO STARTING THE WORK.SITE CONDITIONSTHE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. REPAIR OF ANYDAMAGED CONDUIT CONTAINING CABLE SHALL BE MADE BY USE OF PVC SPLIT DUCT. THE CONTRACTOR SHALL ENCLOSE THEEXISTING CABLES IN PVC.THE LOCATIONS OF EXISTING UTILITIES SHOWN IN THIS PLAN ARE APPROXIMATE. WHEN WORK IS TO BE CONDUCTED IN THEVICINITY OF KNOWN UTILITIES, THEIR ACTUAL LOCATION MUST BE FIELD VERIFIED TO AVOID CONFLICTS OR DAMAGE TO THOSEUTILITIES. VARIATION IN LOCATION BETWEEN "RECORDED POSITIONS" AND ACTUAL POSITIONS SHOULD BE ANTICIPATED.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. BURIED UTILITIESMAY EXIST IN THE AREA IN ADDITION TO THOSE SHOWN ON THE PLAN. THE CONTRACTOR SHALL CONTACT PROPERTY OWNERSWHEN WORKING WITHIN PRIVATE EASEMENTS FOR LOCATION OF UNDERGROUND TANKS, PIPELINES, DRAIN TILES, OR OTHERBURIED IMPROVEMENTS. THE CONTRACTOR SHALL ALSO NOTIFY THE UTILITY NOTIFICATION CENTER PRIOR TO COMMENCINGANY CONSTRUCTION ACTIVITIES.THE CONTRACTOR MUST ASSUME ALL BURIED UTILITIES ENCOUNTERED ARE ALIVE AND ACTIVE UNLESS SPECIFICALLYINSTRUCTED OTHERWISE BY OWNERS OR OPERATORS OF SAID UTILITIES.DAMAGE TO SUB-SURFACE STRUCTURES IS THE SOLE RESPONSIBILITY OF THE PLACING CONTRACTOR.THE CONTRACTOR SHALL PROTECT THE EXISTING TRAFFIC CONTROL LOOPS. IF EXISTING TRAFFIC CONTROL LOOPS AREDAMAGED DURING CONSTRUCTION, THE ENTIRE LOOP WIRE FROM TERMINAL TO TERMINAL SHALL BE REPLACED INACCORDANCE WITH GOVERNING AGENCY STANDARDS AND REGULATIONS AT CONTRACTOR'S EXPENSE.REMOVAL OF EXISTING ASPHALT PAVEMENT, CONCRETE CURBS, AND CONCRETE SIDEWALKS WILL BE "NEAT LINE" WITH SAWOR PAVEMENT CUTTER, PER REQUIREMENTS AND SPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR EACHLOCATION. IF CONCRETE PAVEMENT IS ENCOUNTERED WHILE EXCAVATING CONDUIT TRENCHES, THE CONCRETE REMOVALWILL BE "NEAT LINE" WITH A PAVEMENT SAW.IF CONCRETE CURB RETURNS AND/OR SIDEWALKS ARE REPLACED DUE TO CONDUIT OR MANHOLE INSTALLATION, THECONTRACTOR SHALL PLACE APPROVED HANDICAPPED SIDEWALK AND CURB ACCESS RAMPS IN CONFORMANCE WITH THEAPPROPRIATE STATE STATUTES.ALL MATERIALS NECESSARY FOR THE REPAIR OF STREETS, CURBS, SIDEWALKS, SANITARY SEWERS, STORM SEWERS, AND PUBLICSERVICE UTILITIES, AND THE INSTALLATION OF SUCH MATERIALS SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS ANDSPECIFICATIONS OF THE AGENCY OR DEPARTMENT RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE REPAIREDFACILITY.ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE JURISDICTIONAL PERMIT AGENCY.ALL OPEN TRENCH WILL BE CLEARLY MARKED WITH BARRICADES OR CONES. STEEL PLATES OR OTHER TYPES OF BRIDGING SHALLBE PROVIDED TO COVER OPEN TRENCH IN THE TRAVEL PORTION OF THE STREETS. THESE PLATES OR BRIDGING SHALL BEADEQUATE TO SUPPORT THE NORMAL VEHICLE LOADS ANTICIPATED IN THIS AREA AND SHALL BE IN PLACE DURING ALLNON-WORKING AREAS.ALL SURFACES TO BE RESTORED TO ORIGINAL CONDITION, AND BACKFILL TO BE COMPACTED AS SPECIFIED. TRENCHEXCAVATION IN SURFACES WHICH INCLUDE CONCRETE TREATED BASE SHALL FOLLOW LOCAL AREA SPECIFICATIONS.HAZARDOUS MATERIALSTHE CONTRACTOR SHALL NOTIFY THE JURISDICTIONAL PERMIT AGENCY IMMEDIATELY IF ANY MATERIALS ARE ENCOUNTEREDTHAT ARE CONSIDERED HAZARDOUS BY THE EPA, DEQ, OR OSHA. IF POTENTIALLY HAZARDOUS MATERIALS ARE ENCOUNTEREDTHE CONTRACTOR SHALL SECURE THE SITE AND PREVENT THE ACCIDENTAL EXPOSURE BY THE PUBLIC OR THE CONTRACTOR'SPERSONNEL.THE CONTRACTOR MAY EXCAVATE UP TO, BUT SHALL NOT DISTURB KNOWN HAZARDOUS MATERIALS SUCH AS ASBESTOS, OILS,ACID, ETC. THE REMOVAL OF ALL HAZARDOUS MATERIALS MUST BE DONE BY AN APPROVED OR CERTIFIED HAZARDOUSMATERIALS CONTRACTOR LICENSED IN THE APPROPRIATE STATE.A COPY OF ALL CORRESPONDENCE PERTINENT TO THE REMOVAL OF HAZARDOUS MATERIALS SHALL BE TRANSMITTED TOOWNER AND A COPY SHALL BE AVAILABLE AT THE PROJECT OFFICE AND THE JOB SITE.AERIAL NOTES·AERIAL CONSTRUCTION TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS.·ALL HEIGHTS OF CABLE PLACEMENT WILL BE RECORDED AT TIME OF CONSTRUCTION. DOCUMENT ALL POINTS OFATTACHMENT.·ALL EXTENSION ARMS TO BE PLACED WILL BE EPOXY ARMS UNLESS OTHERWISE NOTED OR APPROVED BY THE INSPECTOR.·BOND STRAND TO POWER MGN WHERE APPLICABLE. ANCHORS TO BE USED WILL BE 3/4 SCREW IN TYPE.·ALL STRAPS WILL BE PLACED 4" BEFORE AND AFTER EVERY SUPPORTING CLAMP AT A MINIMUM OF 21" APART.·P.O.A. = POINT OF ATTACHMENT.·ADD MISSING GROUNDS.·REPAIR/REPLACE EXISTING LASHING WIRE IF DAMAGED.CONSTRUCTION STAKINGIN AREAS WHERE THE CONDUIT ALIGNMENT IS NOT CLEARLY DEFINED BY CURB LINES, FENCE LINES, OR OTHER EVIDENCE OFTHE RIGHT-OF-WAY, THE ENGINEER WILL PROVIDE CENTERLINE STAKES OR PAINT MARKS WHERE REQUIRED TO MAKE THEPROPOSED CONDUIT ALIGNMENT EVIDENT.MANHOLE CENTERS WILL BE FIELD STAKED BY THE ENGINEER WHEN REQUESTED WITH OFFSET STAKES AT RIGHT ANGLES (90°)TO THE CONDUIT ALIGNMENT.CLOSURES IDENTIFIED IN THE PLANS SHALL BE LOCATED BY THE CONTRACTOR. DEVIATION FROM PLAN LAYOUT SHALL BEAPPROVED BY THE ENGINEER PRIOR TO CONDUIT AND/OR CLOSURE INSTALLATION.IF ADDITIONAL, FIELD STAKING OR LOCATION OF CONDUITS, MANHOLES, PROPERTY LINES, ETC., BECOMES NECESSARY, THECONTRACTOR IS TO NOTIFY THE INSPECTOR OR THE ENGINEER TWO WORKING DAYS PRIOR TO BEGINNING THE WORK.PERMITS - FRANCHISES - EASEMENTSPHYSICAL WORK SHALL NOT BE STARTED UNTIL THE GOVERNING AGENCY INSPECTOR AND THE CONTRACTOR ARE INPOSSESSION OF AND HAVE CAREFULLY REVIEWED AND FULLY UNDERSTAND ALL CONDITIONS AND SPECIFICATIONS SET FORTHIN THE REQUIRED PERMITS, FRANCHISES, AND/OR EASEMENTS.PLACING FOREMAN TO HAVE A COPY OF THE PERMITS/EASEMENTS ON SITE AT ALL TIMES.ANY CONFLICT BETWEEN WORK PRINT SPECIFICATIONS AND SPECIFICATIONS SET FORTH UNDER RELATED PERMITS,FRANCHISES, AND/OR EASEMENTS MUST BE CLEARED BY PROPER COMPANY AUTHORITY BEFORE PROGRESSING WITH WORKINVOLVEDTRAFFIC CONTROLTHIS PROJECT WILL INVOLVE WORKING ALONG A MAJOR ARTERIAL ROAD AND HEAVY TRAFFIC VOLUME SHOULD BEANTICIPATED.UNIFORM TRAFFIC FLOW SHALL BE MAINTAINED AT ALL TIMES. ONLY EQUIPMENT AND MATERIALS NECESSARY FORIMMEDIATELY SCHEDULED OR IN PROGRESS WORK WILL BE MAINTAINED IN THE WORK AREA. ALL OTHER EQUIPMENT ANDMATERIALS WILL BE "STORED OR STOCKPILED" IN SUCH A MANNER AS TO ELIMINATE HAZARDOUS CONDITIONS FOR TRAFFICOR PEDESTRIANS DURING NON-WORKING OR SHUT DOWN PERIODS.TRAFFIC WARNING DEVICES AND SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS (U.S. GOVERNMENT PRINTING OFFICE) AND TO THE FLORIDA STATE HIGHWAY DIVISION STANDARDSPECIFICATIONS FOR HIGHWAY CONSTRUCTION. HIGH LEVEL WARNING TYPE DEVICES ARE TO BE USED AT ALL TIMES ANDSPECIAL WARNING DEVICES MAY BE STIPULATED BY THE JURISDICTIONAL PERMIT AGENCY AT ANY TIME THE USE WILL ADD TOTHE SAFETY AND PROTECTION OF TRAFFIC OR PEDESTRIANS IN THE CONSTRUCTION AREA.ALL CONDUIT TRENCHING IN PAVED AREAS SHALL BE BACKFILLED WITH CRUSHED GRAVEL OR COMPLETELY COVERED AT THECOMPLETION OF EACH WORKING DAY. ANY BACKFILLED TRENCH SHALL BE CAPPED WITH A MINIMUM LAYER OF ASPHALTICCONCRETE COLD PATCH AT THE END OF EACH WORKING DAY.THE CONTRACTOR SHALL MARK THE CONDUIT TRENCH AND DEFINE HIS CONSTRUCTION AREA CLEARLY WITH BARRICADES,CONES, AND/OR OTHER VISIBLE METHODS THAT ALERT THE PUBLIC OF THE CONSTRUCTION ACTIVITY.A TRAFFIC CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AS REQUIRED AND SUBMITTED TO EACH PERMITTINGAGENCY REQUESTING SUCH PLAN FOR REVIEW AND APPROVAL OR REVISION PRIOR TO COMMENCING ANY CONSTRUCTIONACTIVITY FOR THIS PROJECT. THE APPROVED PLAN SHALL BE SUBMITTED TO THE AGENCY AND A COPY OF THE PLAN SHALL BEKEPT AT THE CONSTRUCTION SITE AND MUST BE READILY AVAILABLE REVIEW BY THE AGENCY REPRESENTATIVES.SPECIAL UTILITY CLEARANCESALL WORK CONDUCTED ADJACENT TO WATER MAINS SHALL CONFORM TO THE FOLLOWING CONDITIONS:A.WHEREVER POSSIBLE CONDUIT SHALL MAINTAIN A HORIZONTAL SEPARATION OF 3.0 FEET, MEASURED SURFACE TOSURFACE (OUTSIDE EDGE TO OUTSIDE EDGE), FROM PARALLEL WATER MAINS.B.WHEREVER POSSIBLE, CONDUIT SHALL PASS UNDER EXISTING WATER MAINS AND MUST MAINTAIN 12" VERTICAL CLEARSEPARATION. CONDUITS PASSING OVER WATER MAINS MUST ALSO MAINTAIN THE 12" VERTICAL SEPARATION.C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING THIS REQUIRED VERTICAL SEPARATIONBY EITHER EXPOSING THE WATER MAIN EVERY 100 FEET IN THOSE AREAS WHERE HORIZONTAL SEPARATION IS LESS THAN3.0 FEET OR BY UTILIZING THE DEPTHS OF ADJACENT WATER VALVES. IF THE CONTRACTOR UTILIZES THE ADJACENT WATERTO DETERMINE WATER MAIN DEPTH, HE SHALL CONTACT THE AGENCY AT EACH SUCH LOCATION AND THE AGENCY WILLDETERMINE THE NECESSARY DEPTH OF THE TOP OF THE CONDUIT AT THAT POINT.D.THE VERTICAL AND HORIZONTAL SEPARATION SHALL BE MAINTAINED AT ALL TIMES UNLESS SPECIFICALLY REVISED BYAGREEMENT BETWEEN THE JURISDICTIONAL PERMIT AGENCY AND THE AGENCY ANY SPECIFIC DEVIATION IN VERTICAL ANDHORIZONTAL SEPARATION FROM THOSE DESCRIBED SHALL BE REPORTED TO THE OWNER BY THE CONTRACTOR. THECONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING VERTICAL AND HORIZONTAL SEPARATION AT ALL TIMES ANDSHALL BE RESPONSIBLE FOR ANY AND ALL ENCROACHMENTS.E.CLEARANCES TO STORM SEWERS AND SANITARY SEWERS SHALL BE EXACTLY THE SAME AS THOSE TO WATER MAINS.STRUCTURE PROTECTIONMANHOLES AND CONDUIT TO BE PLACED ADJACENT TO EXISTING STRUCTURES SUCH AS BRIDGE BRIDGE FOOTINGS/PIERS,BUILDING FOUNDATIONS, WALLS, POWER AND TELEPHONE POLES, AND OTHER UTILITIES SHALL MAINTAIN A MINIMUMCLEARANCE AS SHOWN. THE CONTRACTOR SHALL NOT UNDERMINE ANY ADJACENT STRUCTURE WITHOUT SPECIFIC WRITTENPERMISSION FROM THE OWNER/OPERATOR OF SUCH STRUCTURE.SHORING USED AS FOUNDATION SUPPORT SHALL BE DESIGNED SPECIFICALLY FOR BOTH THE LIVE AND DEAD LOADS OF THESTRUCTURE, OR IF ONLY THE DEAD LOAD IS USED FOR DESIGN, THE CONTRACTOR SHALL PROVIDE A DETAILED LAYOUT ANDPLAN OF THE METHOD OF ESTABLISHING AND MAINTAINING THE DESIGN LOAD CONDITIONS (I.E., ROAD DETOURS, TIEBACKS,ETC.).SEE UTILITY CLEARANCE SECTION NOTES FOR CLEARANCE CRITERIA TO PARALLEL OR CROSS UTILITIES.EXISTING UTILITIES EXPOSED DURING EXCAVATION SHALL BE 100% SUPPORTED BY EITHER TRENCH BRIDGING AND SUSPENSIONOR BY THE USE OF LONGITUDINAL TRAYS OR PLATFORMS VERTICALLY SUPPORTED BY ADJUSTABLE BUILDING JACKS.EXISTING SPLICE CASES AND CABLES SHALL BE SUPPORTED BY SUSPENSION FROM A CROSSING BEAM. SUPPORTS SHALL BEPLACED AT A MAXIMUM SPACING OF 4.0 FEET AND SHALL CONSIST OF A CANVAS SLING WITH NYLON BELTING OR ROPE. ALLCABLE SUPPORTS SHALL BE PLACED IN A MANNER THAN PREVENTS KINKS OR OTHER DAMAGE TO THE CABLE SHEATH.AN ACCEPTABLE ALTERNATIVE TO CABLE SLINGS WOULD BE THE UTILIZATION OF A WIDE FLANGE "I" BEAM OR CHANNEL AS A"CABLE TRAY" WITH THE CABLES/CASES BANDED IN PLACE.SHORINGTHE CONTRACTOR SHALL PROVIDE SHORING FOR CONDUIT TRENCH EXCAVATION 42" OR MORE IN DEPTH AS MEASURED FROMTHE HIGH SIDE OF THE TRENCH AND FOR ALL MANHOLE EXCAVATION.MANHOLE SHORING SHALL BE TIGHT-SHEETED.ALL SHORING SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL COUNTY AND THE OCCUPATIONAL SAFETYAND HEALTH ADMINISTRATION (OSHA).SHORING SHALL BE DESIGNED TO MEET H-20 HIGHWAY LOADING.THE CONTRACTOR SHALL PROVIDE ALL SHORING AND DESIGN CALCULATIONS TO THE PERMIT ISSUING AGENCY PRIOR TOCOMMENCING ANY CONSTRUCTION ACTIVITY.PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798GENERAL NOTESLATITUDE : LONGTITUDE : GENERAL NOTESCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-FGENERAL NOTES 1.Aerial crossings of State roads involving temporary lane closures are to be done between the hours of 12:00 am and 5:00 amMonday through Thursday unless previously approved by the Department.2.When directional bore is the method of installation, a minimum of 2-foot separation shall be maintained from all existing utilities,ITS/ATMS, and storm drain systems.3.If the proposed utility cannot be installed per the approved permitted plan and by FDOT specifications, a revised plan must beprovided to the Department for review and approval prior to the installation of products or materials at the given locations whereconflicts occur.4.Any new proposed plan shall include cross sections, plan views and profiles of the State road adequately reflecting allright-of-way features including but not limited to existing utilities, storm drain systems and any above or below groundappurtenances where applicable.5.No pedestrian pathway is to be removed, blocked, or disturbed without having a sufficient designated temporary pedestrianpathway with all appropriate pedestrian maintenance of traffic signs (Index 660) in-place prior to pathway being affected.6.All temporary pedestrian pathways must be firm and unyielding.7.Any sidewalk disturbed will be replaced by section within 72 hours to FDOT specifications.8.All concrete placed within FDOT right-of-way for driveways and sidewalks shall be a minimum of 6 inches thick and be anFDOT-approved mix, Class 1 non-structural, 2,500 PSI with fiber mesh.9.FDOT reserves the right to make adjustments to any permitted method of installation, scope of work, and restoration that may berequired to positively support life, safety, and environmental well-being of all users of the transportation system.10.The Permittee shall notify the FDOT of date of completion, request a final inspection, and a Notice of Final Acceptance.11.All construction and/or maintenance in the FDOT right-of-way shall conform to the Federal Manual on Uniform Traffic Devices(MUTCD), the FDOT Roadway and Traffic Design Standards, the Standard Specifications for Road and Bridge Construction, theFlorida Design Manual, and the Drainage Manual.12.Prior to removal of existing curb or driveway, the edge of travel shall be sawcut to avoid damaging the existing roadway asphalt.All concrete to be removed in FDOT right-of-way shall be sawcut and removed from the nearest joint.13.No lane closures of any State roadway are allowed without 48-hour advance notice and approval from FDOT.14.Lane closures must be limited to Sunday through Thursday 8:00 pm to 5:30 am unless otherwise approved by FDOT.15.Any sidewalk damaged because of work being performed in association with the Permittee and Contractor shall be removed andreplaced with 6-inch thick Class 1 non-structural, 2,500 PSI with fiber mesh.16.Open cutting of any roadway, driveway or sidewalk outside those limits identified within the permit are not allowed without priorapproval of by FDOT.17.The Contractor shall have an authorized person available at/or near the work site on a 24-hour basis, 7 days a week in order toaddress emergency issues associated with the project.18.No stockpiling, storing or semi-permanent use of the right-of-way is authorized unless specifically identified within the permit.19.No work shall be performed during the weeks of any State or Federal holiday unless otherwise approved in writing by FDOT.20.The permitted work schedule is defined as Monday through Friday 7:00 am to 5:30 pm unless otherwise noted within the permit.Any work desired outside of this period must be requested in advance and approved before working the alternate schedule.21.When work is associated with roadway modifications and/or site development, the Contractor is required to have apreconstruction meeting with the FDOT inspector two weeks prior to any construction beginning within the right-of-way.22.All work performed under this permit within the right-of-way is to be scheduled with FDOT inspection staff.23.Roadway restoration shall utilize 100 PSI excavatable flowable fill material and asphalt placed within the State right-of-way shallbe placed full-depth, two 2.5-inch lifts of SP 12.5, two 1.5-inch lifts of SP 9.5. Typical sections will need to be provided within theplans for the pavement placement. A stair step method should be incorporated, prior to placing asphalt, to avoid vertical joints.Milling of the patch may be required based on the patched surface performance. The milling shall be utilized for surface levelingto a thickness equal to or greater than the existing friction coarse material. The milling limits are 50-foot of the patch along thelongitudinal path of the lane, full lane width and to include any adjacent bike lanes, shared path or urban shoulder sections.24.Any disruptions to any permeable pedestrian way and bike lane are to be restored as work continues. All patches shall be fullwidth from outside edge of pedestrian path to white line edge of travel lane with stair step (staggered) joints. Restoration toinclude backfill with existing sub-grade material and #57 stone as base material (compact in 6-inch lifts) to bottom of existingpervious asphalt base, followed by permeable design mix (if available) or 12.5 Superpave course mix with a minimum 2-inch andmaximum 3-inch lifts. Maintain ingress/egress on all drives and side streets during construction.PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798FDOT NOTESLATITUDE : LONGTITUDE : FDOT CONSTRUCTION NOTESCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-GFDOT CONSTRUCTION NOTES PARALLEL CONDUIT DETAIL FOR FDOT RIGHT-OF-WAYNOT TO SCALEEOPEOP R/WR/WUNDISTURBED ROAD BEDPROPOSED CONDUIT PLACED BY DIRECTIONALBORE OR OPEN TRENCH3' MINEXISTING GRADEASPHALT SURFACEVARIESVARIESVARIESVARIESTHEORETICAL 1:1SLOPEPROPOSED FIBEROPTIC CABLE36" MINDIRECTIONAL BORE UNDER SECONDARY ROADWAYNOT TO SCALECASING/CONDUIT ASSPECIFIED15" MINRADIUS15" MINRADIUS36" MIN36" MIN36" MIN4' MINEXISTING GROUNDDITCH LINEPAVEMENT36" MIN4' MINDITCH LINEVARIESVARIESDRY BORE UNDER ROADWAYNOT TO SCALECASING/CONDUIT ASSPECIFIED36" MIN36" MINEXISTING GROUNDDITCH LINEPAVEMENTDITCH LINE36" MIN36" MIN36" MINCASING/CONDUIT ASSPECIFIEDCONDUIT TO BE PLACED A MINIMUM OF 5 FEETBELOW CREEK BEDDIRECTIONAL BORE UNDER CREEK BEDCREEK15" MINRADIUS15" MINRADIUS5' MIN36" MIN36" MINNOT TO SCALEEXISTING GROUNDPLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798TYPICALSLATITUDE : LONGTITUDE : TYPICALSCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-HTYPICALS TIE-IN STATION·BORE FROM EACH DIRECTION IS RUN AT DESIGN DEPTH TO 2 FEET PAST THE INTENDEDTIE-IN. THEN TURNED UP TO DAYLIGHT.·THE TIE-IN POINT IS EXCAVATED. THE CONDUITS CUT OFF WHERE THEY CROSS EACHOTHER AT DESIGN DEPTH, AND A COUPLER IS INSTALLED TO CONNECT THE TWOCONDUITS AT THE DESIGN DEPTH.·ALL EXCAVATIONS OR TRENCHES 4 FEET OR GREATER IN DEPTH SHALL BEAPPROPRIATELY BENCHED, SHORED, OR SLOPED IN OSHA'S EXCAVATION STANDARD,29 CFR 1926.650, .651, AND .652DIRECTIONAL BORE TIE-IN DETAILNOT TO SCALEDBOREDBOREDBOREDBORE36"SETUP FOR NORTHSETUP FOR SOUTHEXISTING GRADEEXISTING GRADE3'W X 4'L X 3'DEXCAVATION PIT ON R/WBACKFILL IN 6" LAYERS WITH ROCKFREE MATERIAL AT 95%COMPACTION RATE4'ALL EXCAVATIONS OR TRENCHES 4FEET OR GREATER IN DEPTH SHALL BEAPPROPRIATELY BENCHED, SHORED, OR SLOPED ACCORDING TO THE PROCEDURESAND REQUIREMENTS SET FORTH IN OSHA'S EXCAVATION STANDARD, 29 CFR 1926.650,.651, AND .652.HANDHOLE CONSTRUCTION DETAILS, CONDUIT TOHANDHOLE PROFILE FOR R/W CONSTRUCTIONNOT TO SCALE18"18"36"HANDHOLE24"X36"X36"EXISTING GRADEEXISTING GRADEDBOREDBORE6" GRAVEL8' GROUND RODCULVERT CROSSING DETAILNOT TO SCALE36" MIN36" MINRCP/CULVERTCOVERDBOREDBOREDBOREGROUND LINE60' MINPLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798TYPICALSLATITUDE : LONGTITUDE : TYPICALSCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-ITYPICALS DIRECTIONAL BORE DETAIL (PARALLEL)NOT TO SCALESILT FENCEBORE PITBORE RIGSPOIL PILESPOIL PILESTREAM, ROAD, OR ENVIRONMENTALLY SENSITIVE SEWER PIPELINEPIPELINE TRENCHGENERAL NOTES1.BORE PITS AND SPOILS PILES SHALL BE ENCLOSEDON THREE SIDES AS SHOWN WITH SILT FENCEDIRECTIONAL BORE DETAIL (TRAVERSE)NOT TO SCALESTREAM, ROAD, OR ENVIRONMENTALLY SENSITIVE SEWERGENERAL NOTES1.BORE PITS AND SPOILS PILES SHALL BE ENCLOSEDON THREE SIDES AS SHOWN WITH SILT FENCESILT FENCESPOIL PILEBORE RIGBORE PITPIPELINE TRENCHSPOIL PILEPIPELINESILT FENCECULVERT CUT OVER ON ROADSIDE SHOULDERNOT TO SCALEROADSPOILS18" DISTURBED AREASILT FENCEOPEN CUT TRENCHINLET OR OUTLET SIDECULVERTFLOWINLET OR OUTLET SIDECULVERTFLOWSILT FENCESLOPE VARIESROADDISTURBED AREA (18 INCHES)TOP OF SLOPEGENERAL NOTES1.INSTALL SILT FENCE TO PROTECT DOWNSTREAM AREAS FROMSEDIMENTATION PRIOR TO CONSTRUCTION.2.INSTALL SILT FENCE AS NEEDED TO PROTECT DRAINAGEFEATURES, BUT NO LESS THAN 10' ON EITHER SIDE OF CULVERT.MAINTENANCE NOTESINSPECT CULVERT CROSSING STRUCTURES WEEKLY ANDAFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR GREATER)TO SEE IF ANY EROSION AROUND OR BELOW THE SILT FENCEHAS OCCURRED, IMMEDIATELY MAKE ALL NEEDED REPAIRS TOPREVENT FURTHER DAMAGE.PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798TYPICALSLATITUDE : LONGTITUDE : TYPICALSCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-JTYPICALS CULVERT CUT AROUND THROUGH STREAMNOT TO SCALEFLOW18" WIDE DISTURBED AREATEMPORARY MATTING (SEE NOTES)TOP OF BANKTOP OF BANKSLOPE VARIESSLOPE VARIESDITCH/CHANNEL (TYPICALLY DRY)FLOW18" WIDE DISTURBED AREATEMPORARY MATTING (SEE NOTES)TOP OF BANKTOP OF BANKSLOPE VARIESSLOPE VARIESDITCH/CHANNEL (TYPICALLY DRY)UPGRADIENT END TO BE TOED INUPGRADIENT END TO BE TOED INNOTE: THESE DETAILS ARE PROVIDED AS AN EXAMPLE AND ARE NOT INTENDED AS APPROVED DETAILS FOR A SEDIMENT AND EROSION CONTROL PLANGENERAL NOTES1.APPLY SEED BEFORE LAYING THE NET OR MAT. IF OOPENWEAVE NETTING IS USED, LINE MAY BE INCORPORATED BEFOREINSTALLING THE THE NET AND FERTILIZER AND SEED MAY BESPRAYED ON AFTERWARD.2.START LAYING THE NET FROM THE TOP OF THE STREAM BANKSAND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAYLOOSELY ON THE SOIL, BUT WITHOUT WRINKLES. DO NOTSTRETCH.3.TO SECURE THE NET, TOR IN THE UPGRADIENT END AND TOP OFBANK PORTIONS IN A SLOT OR TRENCH NO LESS THAN 6 INCHESDEEP, COVER WITH SOIL, AND TAMP FIRMLY. STAPLE THE NETEVERY 12 INCHES ACROSS THE TOP END AND EVERY 3 FEETAROUND THE EDGES AND BOTTOM. EACH STRIP OF MATTINGSHOULD ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FEET.MAINTENANCE NOTES1.INSPECT EACH ROLLED EROSION CONTROL PRODUCTS (RECP)AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALLEVENT (0.5" OR GREATER)2.GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, ANDEROSION MUST NOT OCCUR BENEATH THE RECP.3.ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT INCLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED ANDSTAPLED4.IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE,THE PROBLEM SHALL BE FIXED AND THE ERODED AREAPROTECTED.5.MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL THEGROUND COVER IS ESTABLISHED.PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798TYPICALSLATITUDE : LONGTITUDE : TYPICALSCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-KTYPICALS SILT FENCENOT TO SCALENOTE: THESE DETAILS ARE PROVIDED AS AN EXAMPLE AND ARE NOT INTENDED AS APPROVED DETAILS FOR A SEDIMENT AND EROSION CONTROL PLANFLOWFILTER FABRICSTEEL POSTANCHOR SKIRT 4"MINIMUMFILTER FABRIC STEEL POSTWOVEN FILTER FABRICVARIABLE AS DIRECTED BY THE ENGINEER (8' MAX)(SEE GENERAL NOTE 4)20"-24" 36" MIN. 24"GENERAL NOTESMAINTENANCE NOTES1.PREFABRICATED SILT FENCE IS NOT ACCEPTABLE ON THIS PROJECT.2.STEEL POSTS SHALL BE USED ON THIS PROJECT INSTEAD OF WOOD POSTS. STEELPOSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE.3.WOVEN FILTER FABRIC SHALL BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIODOF MORE THAN 30 DAYS, FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" WIDTH ANDSHALL HAVE A MINIMUM OF AT LEAST 6 LINE WIRES WITH 1'2" STAY SPACING.4.SILT FENCE SHALL BE STANDARD STRENGTH FILTER FABRIC WITH WIRE MESHREINFORCEMENT OR EXTRA STRENGTH FILTER FABRIC. WHEN FABRIC IS USED WITHWIRE MESH , 8' CENTERED POSTS MAY BE USED. OMISSION OF THE REINFORCING WIREIS A CONSTRUCTION CHANGE THAT NECESSITATES MORE POSTS FOR SUPPORT (IE. THESPACING DISTANCE NEEDS TO BE REDUCED TO NO GREATER THAN SIX (6) FEET APART).5.TURN SILT FENCE UP SLOPE AT ENDS.6.THE USE OF SILT FENCE IS AREAS OF CONCENTRATED FLOW IS INAPPROPRIATE.1.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH SIGNIFICANT (0.5")RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSED, TEAR, DECOMPOSE OR BECOMEINEFFECTIVE, REPLACE IT PROMPTLY.3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUMEFOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE . TAKE CARE TO AVOIDUNDERMINING THE FENCE DURING CLEANOUT.4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THEAREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEENPROPERLY STABILIZED.PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798TYPICALSLATITUDE : LONGTITUDE : TYPICALSCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-LTYPICALS 12 GAUGE TRACER WIREEABONDS1380DESCRIPTIONLFEAQUANTITY--LFAERIAL RISER337FIBER SPLICE / TEST450D SPLICE ENCLOSUREQUANTITYEA7911600D SPLICE ENCLOSURE(3) - 1.25" HDPEDESCRIPTIONUNDERGROUND OVERBUILDOSP UNDERGROUND ROUTE(1) - 6" HDPEQUANTITYUNDERGROUND PLACEMENT24"X36"X24" HANDHOLELFUNITLFLFLFDESCRIPTIONPOLE COUNTLFUNITANCHOR / DOWN GUYAERIAL FIBERAERIAL STRANDEAAERIAL RISER CTEAEALFEALF-4UNITQUANTITYCONCRETEASPHALTSF.SF.DESCRIPTIONUNITNEW CROWN CASTLE FIBER216 CT FIBER OPTIC CABLE30"X48"X36" HANDHOLEEALF19642-584--1964-484714847100BRICKSTBDSF.EASOD125SF.7911PROJECT SCHEDULEOSP AERIAL ROUTERESTORATION QUANTITY (TOTAL JOB)FIBER PLACEMENT & SPLICINGUNDERGROUND FIBERLF1964PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SCHEDULELATITUDE : LONGTITUDE : PROJECT SCHEDULE2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBERCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-M © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS UGUGUGUGUGUGUGUGUGUGUGUGSTART STA 0+00EXISTING HH 216CT FOCLEAVE 100' 216 CT FOC. SPLICE NEWCROWN CASTLE 216 CT FOC TO 216CTFOC IN EXISTING SPLICE ENCLOSUREIN EXISTING HH (30"X48"X36").RESTORE 25 SQUARE FEET OF SODDIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER.(48" MINIMUM COVER) FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________0+000+250+500+751+001+251+501+752+002+25 EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EO P EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPWIGGINS PASS RD(COLLIER COUNTY)TAMIAMI TRL N (FDOT)WIGGINS PASS RD(COLLIER COUNTY)TAMIAMI TRL N (FDOT)111'68'7'23'25'38'3'119'69'26'SEE SHEET 22+28PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272691EXISTING CROWNCASTLE HH00+00 100'PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET:2+28 2NEW CROWNCASTLE CONDUIT 1+000+50SUB-GRADE WIRELINE VERTICAL PROFILE VIEWMATCH TO PROJECT SHEET: 1LOOKING NORTH216 FIBERPIPE DETAIL1.25" HDPE SDR 11NOTE:BORE TO MAINTAIN A MINIMUM DEPTH OF 48" BELOW GRADEAND A MINIMUM DEPTH OF 72" BELOW TOP OF ROADWAY.A MINIMUM OF 24" SEPARATION SHALL BE MAINTAINED FROMALL EXISTING UTILITIES, ITS/ATMS, AND STORM DRAIN SYSTEMS.UTILITY NOTE:EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON AVAILABLERECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. PRIOR TOCONSTRUCTION (AT LEAST 72 HOURS OR THE MORE RESTRICTIVE MINIMUMNOTIFICATION PERIOD). THE CONTRACTOR SHALL CONTACT SUNSHINE 811 TOALLOW MARKING OF EXISTING BURIED UTILITIES WITHIN THE SCOPE OF THEPROPOSED WORK ZONE. THE CONTRACTOR TO FIELD VERIFY DEPTHS OF EXISTINGUTILITIES PRIOR TO CONSTRUCTION TO ENSURE MIN SEPARATION FROM EXISTINGUTILITIES.0'-1'-2'-3'-4'-5'-6'-7'-8'PROPOSED HDPE48 MIN0'-1'-2'-3'-4'-5'-6'-7'-8'UG0+002+502+001+500+00UGUGUGUGUGUGUGUG0+00 = EXISTING HANDHOLE SEE SHEET 2A 2+28 CONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272691APLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS AAAAAAAAAAAAAAAAAAAAAAAAUG UG UG UG UGUGUGUGUGUGUGUGUGUGUGUGUGUGFP&L POLE #1FP&L POLE #2FP&L POLE #3FP&L POLE #4DIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER(48" MINIMUM COVER)NEW AERIAL PLACEMENTINSTALL (1) 10M STRAND ANDLASH (1) 216 CT FIBER TOSTRAND86'129'189'2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+755+005+255+505+755+865+866+00 6+25 6+50 6+75 7+00 7+25 7+507+758+008+258+508+759+009+259+509+7510+00 RISER POLE STA 5+86STUB CONDUIT AT POLE. RISER UPPOLE AND LASH 216 CT FIBER TO10M STRAND. PLACE (2) 8' RISERGUARD ON POLE. 25' ADDED TOFIBER LENGTH FOR RISER.EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPDIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER.(48" MINIMUM COVER) FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________STA 4+90INSTALL NEW HH (24"X36"X36")LEAVE 100' 216 CT FIBER FORSLACK STORAGE.LID = 15K, BOX = 15KREMOVE AND RESTORE 25 SQUARE FEET SODWIGGINS PASS RD(COLLIER COUNTY)WIGGINS PASS RD(COLLIER COUNTY)63'110'5'22'108'59'24'2'21'PROPOSED BORE PITSTA 5+80RESTORE 25 SQ FT OF SODNEW CROWNCASTLE HH4+90 100'SEE SHEET 12+28PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272692PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET: MATCH LINE STATION:SEE SHEET: 12+28 10+22 3 NEW CROWNCASTLE CONDUITSEE SHEET 310+22 RISER POLE5+86NEW CROWNCASTLE AERIAL SUB-GRADE WIRELINE VERTICAL PROFILE VIEWMATCH TO PROJECT SHEET: 2LOOKING NORTHWEST216 FIBERPIPE DETAIL1.25" HDPE SDR 11NOTE:BORE TO MAINTAIN A MINIMUM DEPTH OF 48" BELOW GRADEAND A MINIMUM DEPTH OF 72" BELOW TOP OF ROADWAY.A MINIMUM OF 24" SEPARATION SHALL BE MAINTAINED FROMALL EXISTING UTILITIES, ITS/ATMS, AND STORM DRAIN SYSTEMS.UTILITY NOTE:EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON AVAILABLERECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. PRIOR TOCONSTRUCTION (AT LEAST 72 HOURS OR THE MORE RESTRICTIVE MINIMUMNOTIFICATION PERIOD). THE CONTRACTOR SHALL CONTACT SUNSHINE 811 TOALLOW MARKING OF EXISTING BURIED UTILITIES WITHIN THE SCOPE OF THEPROPOSED WORK ZONE. THE CONTRACTOR TO FIELD VERIFY DEPTHS OF EXISTINGUTILITIES PRIOR TO CONSTRUCTION TO ENSURE MIN SEPARATION FROM EXISTINGUTILITIES.0'-1'-2'-3'-4'-5'-6'-7'-8'0'-1'-2'-3'-4'-5'-6'-7'-8'0+003+002+504+504+003+502+256+005+505+004+90 = PROPOSED HANDHOLE PROPOSED HDPE48" MINUGUGUGUGUGUGUGUGUGUGUGUGSEE SHEET 1A2+2872" MINWIGGINS PASS RD5+86 = RISER POLE UGUGUGUGUG UG UG CONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272692APLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFP&L POLE #5FP&L POLE #6FP&L POLE #7FP&L POLE #8FP&L POLE #9FP&L POLE #10NEW AERIAL PLACEMENTINSTALL (1) 10M STRAND ANDLASH (1) 216 CT FIBER TOSTRAND89'93'110'142'119'132'10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+5014+7515+0015+2515+5015+7516+0016+2516+5016+7517+00 100'STA 15+32INSTALL SLACK LOOPLEAVE 100' FOR SLACKSTORAGE FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________WIGGINS PASS RD(COLLIER COUNTY)PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272693PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET: MATCH LINE STATION:SEE SHEET: 210+22 17+16 4NEW CROWNCASTLE AERIAL LOOP15+32 100'SEE SHEET 210+22NEW CROWNCASTLE AERIALSEE SHEET 417+16NEW CROWNCASTLE AERIAL © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFP&L POLE #11FP&L POLE #12FP&L POLE #13FP&L POLE #14FP&L POLE #15NEW AERIAL PLACEMENTINSTALL (1) 10M STRAND ANDLASH (1) 216 CT FIBER TOSTRAND124'125'129'117'127'126'17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00 21+25 21+5021+7522+0022+2522+5022+7523+0023+2523+5023+7524+00 WIGGINS PASS RD(COLLIER COUNTY)TARPON C O V E D R (CITY OF N A P L E S )PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272694PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET: MATCH LINE STATION:SEE SHEET: 317+16 24+11 5 SEE SHEET 317+16NEW CROWNCASTLE AERIALSEE SHEET 524+11 © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFP&L POLE #16FP&L POLE #17FP&L POLE #18FP&L POLE #19FP&L POLE #20FP&L POLE #21NEW AERIAL PLACEMENTINSTALL (1) 10M STRAND ANDLASH (1) 216 CT FIBER TOSTRAND138'108'122'121'147'24+25 24+50 24+75 25+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00 27+25 27+50 27+75 28+00 28+25 28+5028+7529+0029+2529+5029+7530+0030+2530+5030+7531+00 100'STA 25+43INSTALL SLACK LOOPLEAVE 100' FOR SLACKSTORAGE FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________WIGGINS PASS RD(COLLIER COUNTY)GULF HARBOR RD (CITY OF NAPLES)PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272695PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET: MATCH LINE STATION:SEE SHEET: 424+11 31+04 6 NEW CROWNCASTLE AERIAL LOOP25+43 100'SEE SHEET 424+11NEW CROWNCASTLE AERIALSEE SHEET 631+04 NEW CROWNCASTLE AERIAL © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFP&L POLE #22FP&L POLE #23FP&L POLE #24FP&L POLE #25FP&L POLE #26NEW AERIAL PLACEMENTINSTALL (1) 10M STRAND ANDLASH (1) 216 CT FIBER TOSTRAND94'131'123'152'151'91'31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 35+25 35+5035+7536+0036+2536+5036+7537+0037+2537+5037+7538+00 100'STA 35+42INSTALL SLACK LOOPLEAVE 100' FOR SLACKSTORAGE FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________WIGGINS PASS RD(COLLIER COUNTY)PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272696PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET: MATCH LINE STATION:SEE SHEET: 531+04 37+98 7 SEE SHEET 531+04NEW CROWNCASTLE AERIALSEE SHEET 737+98NEW CROWNCASTLE AERIAL LOOP35+42 100'NEW CROWNCASTLE AERIAL © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAFP&L POLE #27FP&L POLE #28FP&L POLE #29FP&L POLE #30FP&L POLE #31NEW AERIAL PLACEMENTINSTALL (1) 10M STRAND ANDLASH (1) 216 CT FIBER TOSTRAND109'205'139'151'108'38+00 38+25 38+50 38+75 39+00 39+25 39+50 39+75 40+00 40+25 40+50 40+75 41+00 41+25 41+50 41+75 42+00 42+2542+5042+7543+0043+2543+5043+7544+0044+2544+5044+75 WIGGINS PASS RD(COLLIER COUNTY)PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272697PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET: MATCH LINE STATION:SEE SHEET: 637+98 44+91 8 SEE SHEET 637+98NEW CROWNCASTLE AERIALSEE SHEET 844+91 © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAUGUGUGFP&L POLE #32FP&L POLE #33FP&L POLE #34FP&L POLE #35NEW AERIAL PLACEMENTINSTALL (1) 10M STRAND ANDLASH (1) 216 CT FIBER TOSTRAND116'240'250'45+00 45+25 45+50 45+75 46+00 46+25 46+50 46+75 47+00 47+25 47+50 47+75 48+00 48+25 48+50 48+75 49+00 49+2549+5049+7550+0050+2550+5050+7551+0051+19100'STA 45+04INSTALL SLACK LOOPLEAVE 100' FOR SLACKSTORAGE FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________ FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________STA 51+33INSTALL NEW HH (24"X36"X36")LEAVE 100' 216 CT FIBER FORSLACK STORAGE.LID = 15K, BOX = 15KREMOVE AND RESTORE 25 SQUARE FEET SODEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPDIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER(48" MINIMUM COVER)WIGGINS PASS RD(COLLIER COUNTY)23'37'90'GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGRISER POLE STA 51+19STUB CONDUIT AT POLE. RISER UPPOLE AND LASH 216 CT FIBER TO10M STRAND. PLACE (2) 8' RISERGUARD ON POLE. 25' ADDED TOFIBER LENGTH FOR RISER.51+1951+2551+5051+75NEW CROWNCASTLE HH51+33 100'PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272698 PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET: MATCH LINE STATION:SEE SHEET: 744+91 51+85 9NEW CROWNCASTLE CONDUITSEE SHEET 744+91NEW CROWNCASTLE AERIALSEE SHEET 951+85 NEW CROWNCASTLE AERIAL LOOP45+04 100'NEW CROWNCASTLE AERIAL SUB-GRADE WIRELINE VERTICAL PROFILE VIEWMATCH TO PROJECT SHEET: 8LOOKING NORTH216 FIBERPIPE DETAIL1.25" HDPE SDR 11NOTE:BORE TO MAINTAIN A MINIMUM DEPTH OF 48" BELOW GRADEAND A MINIMUM DEPTH OF 72" BELOW TOP OF ROADWAY.A MINIMUM OF 24" SEPARATION SHALL BE MAINTAINED FROMALL EXISTING UTILITIES, ITS/ATMS, AND STORM DRAIN SYSTEMS.UTILITY NOTE:EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON AVAILABLERECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. PRIOR TOCONSTRUCTION (AT LEAST 72 HOURS OR THE MORE RESTRICTIVE MINIMUMNOTIFICATION PERIOD). THE CONTRACTOR SHALL CONTACT SUNSHINE 811 TOALLOW MARKING OF EXISTING BURIED UTILITIES WITHIN THE SCOPE OF THEPROPOSED WORK ZONE. THE CONTRACTOR TO FIELD VERIFY DEPTHS OF EXISTINGUTILITIES PRIOR TO CONSTRUCTION TO ENSURE MIN SEPARATION FROM EXISTINGUTILITIES.0'-1'-2'-3'-4'-5'-6'-7'-8'PROPOSED HDPEBELOW GRADESEE SHEET 9A 51+85 0'-1'-2'-3'-4'-5'-6'-7'-8'UGUGUGUG 51+0051+5052+0048" MIN51+19 = RISER POLE 51+33 = PROPOSED HANDHOLE CONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272698APLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS UG UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUG UGUGUGUGUGUGUGUG FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________STA 54+27INSTALL NEW HH (24"X36"X36")LEAVE 100' 216 CT FIBER FORSLACK STORAGE.LID = 15K, BOX = 15KREMOVE AND RESTORE 25 SQUARE FEET SODDIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER(48" MINIMUM COVER)EOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPWIGGINS PASS RD(COLLIER COUNTY)VANDERBILT DR (COLLIER COUNTY) VANDERBILT DR (COLLIER COUNTY)37'94'7'12'52'106'54'105'PROPOSED BORE PIT (4'X4')STA 53+51RESTORE 25 SQ FT OF SODPROPOSED BORE PIT 4'X4')STA 52+89RESTORE 25 SQ FT OF SODDIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER(48" MINIMUM COVER)UNDERGROUND PLACEMENTINSTALL 3-1.25" HDPECONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER(48" MINIMUM COVER)DIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER(48" MINIMUM COVER)PROPOSED BORE PIT (4'X4')STA 56+24RESTORE 25 SQ FT OF SOD4'GGGGGGGGG G G GTSTS 52+00 52+25 52+50 52+75 53+0053+2553+5053+75 54+00 54+2554+5054+7555+0055+2555+5055+7556+0056+2556+50PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272699PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET:MATCH LINE STATION:SEE SHEET:851+8556+5410SEE SHEET 1056+54 NEW CROWNCASTLE HH54+27 100'NEW CROWNCASTLE CONDUITSEE SHEET 851+85NEW CROWNCASTLE CONDUIT 54+5055+0055+50SUB-GRADE WIRELINE VERTICAL PROFILE VIEWMATCH TO PROJECT SHEET: 9LOOKING NORTHWEST216 FIBERPIPE DETAIL1.25" HDPE SDR 11NOTE:BORE TO MAINTAIN A MINIMUM DEPTH OF 48" BELOW GRADEAND A MINIMUM DEPTH OF 72" BELOW TOP OF ROADWAY.A MINIMUM OF 24" SEPARATION SHALL BE MAINTAINED FROMALL EXISTING UTILITIES, ITS/ATMS, AND STORM DRAIN SYSTEMS.UTILITY NOTE:EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON AVAILABLERECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. PRIOR TOCONSTRUCTION (AT LEAST 72 HOURS OR THE MORE RESTRICTIVE MINIMUMNOTIFICATION PERIOD). THE CONTRACTOR SHALL CONTACT SUNSHINE 811 TOALLOW MARKING OF EXISTING BURIED UTILITIES WITHIN THE SCOPE OF THEPROPOSED WORK ZONE. THE CONTRACTOR TO FIELD VERIFY DEPTHS OF EXISTINGUTILITIES PRIOR TO CONSTRUCTION TO ENSURE MIN SEPARATION FROM EXISTINGUTILITIES.0'-1'-2'-3'-4'-5'-6'-7'-8'PROPOSED HDPEBELOW GRADESEE SHEET 10A56+54 0'-1'-2'-3'-4'-5'-6'-7'-8'UGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG52+0052+5053+0053+5054+0056+0051+85 SEE SHEET 8A 54+27 =PROPOSED HANDHOLE 48" MIN53+51 = PROPOSED BORE PIT 52+89 = PROPOSED BORE PIT 56+54 = PROPOSED BORE PIT CONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272699APLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UGDIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER(48" MINIMUM COVER)EOP EOP EOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPVANDERBILT D R (COLLIER CO U N T Y )DOCKSIDE DR(CITY OF NAPLES)6'56'105'51'102'PROPOSED BORE PIT (4'X4')STA 59+42RESTORE 25 SQ FT OF SOD56+7557+0057+2557+5057+7558+0058+2558+5058+7559+0059+2559+5059+7560+0060+2560+5060+7519'19'5'PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 12726910PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET:MATCH LINE STATION:SEE SHEET:56+54960+7311SEE SHEET 1160+73 SEE SHEET 956+54NEW CROWNCASTLE CONDUIT 60+0060+50SUB-GRADE WIRELINE VERTICAL PROFILE VIEWMATCH TO PROJECT SHEET: 10LOOKING WEST216 FIBERPIPE DETAIL1.25" HDPE SDR 11NOTE:BORE TO MAINTAIN A MINIMUM DEPTH OF 48" BELOW GRADEAND A MINIMUM DEPTH OF 72" BELOW TOP OF ROADWAY.A MINIMUM OF 24" SEPARATION SHALL BE MAINTAINED FROMALL EXISTING UTILITIES, ITS/ATMS, AND STORM DRAIN SYSTEMS.UTILITY NOTE:EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY AND BASED ON AVAILABLERECORDS, VERBAL INFORMATION AND/OR PHYSICAL FEATURES. PRIOR TOCONSTRUCTION (AT LEAST 72 HOURS OR THE MORE RESTRICTIVE MINIMUMNOTIFICATION PERIOD). THE CONTRACTOR SHALL CONTACT SUNSHINE 811 TOALLOW MARKING OF EXISTING BURIED UTILITIES WITHIN THE SCOPE OF THEPROPOSED WORK ZONE. THE CONTRACTOR TO FIELD VERIFY DEPTHS OF EXISTINGUTILITIES PRIOR TO CONSTRUCTION TO ENSURE MIN SEPARATION FROM EXISTINGUTILITIES.0'-1'-2'-3'-4'-5'-6'-7'-8'PROPOSED HDPEBELOW GRADESEE SHEET 11A 60+73 48"" MIN0'-1'-2'-3'-4'-5'-6'-7'-8'UGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG57+0057+5058+0058+5059+0059+5059+42 = PROPOSED BORE PIT 48" MIN56+54 SEE SHEET 9A DOCKSIDE DR72" MINCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 12726910APLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UGDIRECTIONAL BOREINSTALL 3-1.25" HDPE CONDUITSAND PULL NEW 216 CT CROWNCASTLE FIBER(48" MINIMUM COVER) FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________STA 61+25INSTALL NEW HH (30"X48"X36")LEAVE 100' 216 CT FIBER FORSLACK STORAGE.LID = 15K, BOX = 15KREMOVE AND RESTORE 25 SQUARE FEET SODEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPVANDERBILT DR (COLLIER COUNTY)50'102'22'20'60+7561+0061+2561+5061+7562+0062+2562+5062+7563+0063+2563+5063+7564+0064+2564+5064+754'26'9'29'10'DIRECTIONAL BOREINSTALL 1-6"" HDPE CONDUITAND PULL NEW 216 CT CROWNCASTLE FIBER(10' MINIMUM BELOW WATER BASIN)PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 12726911PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET:MATCH LINE STATION:SEE SHEET:60+731064+8811NEW CROWNCASTLE HH62+68 100'SEE SHEET 1060+73NEW CROWNCASTLE CONDUITSEE SHEET 1264+88NEW CROWNCASTLE AERIAL UGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG UGUG UG UG UGUG UG UGUG UG UGUG UG UGUGUG UG UGUG UG U G UG UG UGUGUG U G UGUG UG U G UGUG UG UGUG UG UGUG UG UGUGUG UG UGUG UG UG UG UG UGUGUG UG UGUG UG UG UGUG UG UGUG UG UGUG UG UG UGUG UG UGUG UG UG UG UG UGUGUG UG UGUG UG UG UGUG UG UGUG UG UGUG UG UGUGUG UG UGUG UG UG UG UG UG UGUG UG UGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG60+73 SEE SHEET 10A 64+48SEE SHEET 12A CONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 12726911APLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : © 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG UG FOC STATION DETAILSTATION NUMBER:____________________MANUFACTURER:____________________CABLE YEAR BUILT:____________________SERIAL NUMBER:____________________STRANDS:____________________SEQUENTIAL "IN":____________________SEQUENTIAL "OUT":____________________STA 68+08INSTALL NEW HH (30"X48"X36")LEAVE 100' 216 CT FIBER FORSLACK STORAGE.LID = 15K, BOX = 15KREMOVE AND RESTORE 25 SQUARE FEET SODEOP EOP EOP EOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPVANDERBILT DR (COLLIER COUNTY)29'14'11'7'65+0065+2565+5065+7566+0066+2566+5066+7567+0067+2567+5067+7568+0068+0831'12'DIRECTIONAL BOREINSTALL 1-6"" HDPE CONDUITAND PULL NEW 216 CT CROWNCASTLE FIBER(10' MINIMUM BELOW WATER BASIN)PROJECT SHEETDIRECTIONOFENGINEERINGCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 12726912PLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MATCH LINE STATION:SEE SHEET:64+8811SEE SHEET 1268+11NEW CROWNCASTLE CONDUITNEW CROWNCASTLE HH68+11 100'NEW CROWNCASTLE HH66+08 100'NEW CROWNCASTLE CONDUIT UGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UGUG UG UGUGUGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UGUG UG UG UGUGUGUG UGUGUGUGUGUGUGUGUG UG UG UG UG UGUG UGUGUG UGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUG64+48 SEE SHEET 11A CONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 12726912APLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798PROJECT SHEETLATITUDE : LONGITUDE : MOT PLANCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-NMOT PLANPLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798MOT PLANLATITUDE : LONGTITUDE : BAYSHORE RD MOT PLANCONFIDENTIAL/PROPRIETARYSHEET: OF 2033 CROSS BEAM DR.CHARLOTTE, NC 28217TEPFIBER12DRAWING NAME: U17069-798 - 02-18-2019 DATE: 9/20/2018CV# 1272690-OMOT PLANPLOT DATE: FILE NAME:SHEET TITLESITE LOCATIONBUSINESS UNIT NUMBERDRAWING DATE :CHECKED BY :DRAWN BY :SITE INFOSITE NUMBER :ROSS TURNERROSS TURNER11/19/2018ANI MARINA BAYSITE NAME :MIAMIWEST-79826.28963-81.81962213105 VANDERBILT DRADDRESS 1 :ADDRESS 2 :NAPLES, COLLIER COUNTYFLORIDA, 34110U17069-798MOT PLANLATITUDE : LONGTITUDE : EAST STBAYSHORE RD VANDERBILT MSTU FUND 168 March 8, 2019 FY19 Vendor Item PO#Budget Commitments Expenditures Total 1 CUR AD VALOREM TAX -$ -$ -$ -$ 2 DEL AD VALOREM -$ -$ -$ -$ 3 OVERNIGHT INTEREST -$ -$ -$ -$ 4 INVESTMENT INTEREST -$ -$ -$ -$ 5 REIMB FOR PRIOR YEAR EXPENDITURE -$ -$ -$ -$ 6 REVENUE STRUCTURE -$ -$ -$ -$ 7 TRANSFERS FROM PROP APP -$ -$ -$ -$ 8 TRANSFERS FROM TAX COLL -$ -$ -$ -$ 9 ADV/REPAY FROM FUND 111 50,000.00$ -$ -$ 50,000.00$ 10 CARRY FORWARD GEN -$ -$ -$ -$ 11 CARRY FOR OF ENCUMB AMT -$ -$ -$ -$ 12 NEG 5% EST REV -$ -$ -$ -$ 13 TRANSFERS & CONTRIB 50,000.00$ -$ -$ 50,000.00$ 14 TOTAL REVENUE 50,000.00$ -$ -$ 50,000.00$ 15 ENG FEES Humiston & Moore Engineering Prof. Eng. Serv/Develop Conceptual Plan 4500193396 50,000.00$ 49,698.00$ -$ 302.00$ 16 INDIRECT COST -$ -$ -$ -$ 17 LANDSCAPE INCIDENTALS -$ -$ -$ -$ 18 OTHER CONTRACTUAL -$ -$ -$ -$ 19 POST FREIGHT UPS -$ -$ -$ -$ 20 ELECTRICITY -$ -$ -$ -$ 21 WATER AND SEWER -$ -$ -$ -$ 22 RENT BUILDINGS -$ -$ -$ -$ 23 RENT EQUIPMENT -$ -$ -$ -$ 24 INSURANCE GENERAL -$ -$ -$ -$ 25 SPRINKLER SYSTEM MAIN -$ -$ -$ -$ 26 MULCH -$ -$ -$ -$ 27 LICENCES AND PERMITS -$ -$ -$ -$ 28 CLERKS RECORDING FEES -$ -$ -$ -$ 29 LEGAL ADVERTISEMENTS -$ -$ -$ -$ 30 OTHER MISCELLANEOUS -$ -$ -$ -$ 31 OFFICE SUPPLIES -$ -$ -$ -$ 32 COPYING CHARGES -$ -$ -$ -$ 33 FERT HERB CHEM -$ -$ -$ -$ 34 OTHER OPER SUPPLIES -$ -$ -$ -$ 35 OTHER TRAINING -$ -$ -$ -$ 36 OPERATING EXPENSE 50,000.00$ 49,698.00$ -$ 302.00$ 37 TRANS TO 111 UNINCOR -$ -$ -$ -$ 38 TRANS TO 112 UNINCOR -$ -$ -$ -$ 39 Budget Trans from Appraiser -$ -$ -$ -$ 40 Budget Trans from Tax Collector -$ -$ -$ -$ 41 TRANSFERS -$ -$ -$ -$ 42 TOTAL BUDGET 50,000.00$ 49,698.00$ -$ 302.00$ Total Available Balance 302.00$ Plus Commited And Not Spent 49,698.00$ Estimated Cash 50,000.00$ 50,000.00$ Estimated Cash Less Uncollected Ad Valorem Taxes Vanderbilt Waterway FUND 166 FY20 Budget Prep Vendor Item Budget Commitments Expenditures Available FYI Forecast FY20 Budget CUR AD VALOREM TAX $ - $ _ $ _ $ DEL AD VALOREM $ $ $ _ $ OVERNIGHT INTEREST $ - $ - $ _ $ _ FIFTH THIRD O/N INTEREST $ $ $ $ INVESTMENTINTEREST $ - $ - $ _ $ _ INTEREST TAX COLL $ $ $ $ REVENUE STRUCTURE $ $ $ $ TRANSFERS FROM PROP APP $ $ $ $ TRANSFERS FROM TAX COLL $ - $ $ _ ADV/REPAY FROM 111 $ 50,000.00 $ 50,000.00 CARRY FORWARD GEN $ - $ _ CARRYFORWARD $ _ $ _ NEG 5% EST REV $ $ TRANSFERS & CONTRIB $ 50,000.00 j$49,698.00 a$- $ 50,000.00 TOTAL REVENUE $ 50,000.00 $ 50,000.00 PERSONAL SERVICE ENGINEERING FEES Humiston & Moore E Develop Conceptual PI $ 50,000.00 $ 302.00 $ 49,700.00 INDIRECTCOST $ $$ LANDSCAPE INCIDENTALS $ - $ $ $ _ OTHER CONTRACTUAL $ - $ $ $ POST FREIGHT $ $ $ _ $ ELECTRICITY $ $ _ $ $ _ WATER & SEWER $ - $ $ $ RENT EQUIPMENT Copier ier Lease Shared $ - $ $ $ $ $ 300.00 INSURANCE GENERAL $ $ $ $ SPRINKLER MAINTENANCE $ _ $ _ $ _ $ _ MULCH $ - $ _ $ _ $ _ LIGHTING MAINTENANCE $ _ $ _ $ _ $ _ PRINTING AND OR BINDING $ - $ _ $ _ 7 -- _LEGAL LEGAL ADVERTISING $ - $ _ $ _ $ _ OTHER MISCELLANEOUS Transcriptionist Sery $ - $ - $ _ $ _ OFFICE SUPPLIES Office Supplies $ - $ - $ _ $ _ COPYING CHARGES Monthly CPC $ - $ - $ - $ - $ - $ 300.00 FERT HERB CHEM 1 $ _ $ _ $ _ $ _ OTHER OPERATING SUPPLIES $ - $ - $ - $ - $ - $ 200.00 OTHERTRAINING $ - $ _ $ _ $ _ OPERATING EXPENSE $ 50,000.00 $ 49,698.00 $ - $ 302.00 INFRASTRUCTURE $ _ $ _ $ _ $ _ IMPROVEMENTS GENERAL $ - $ _ $ _ $ - CAPITAL OUTLAY $ - $ _ $ _ $ _ TRANSFERS TO 111 $ _ $ _ $ _ $ _ ADV/REPAY TO 111 UNINCORP $ _ $ _ $ Budget Trans from Appraiser $ _ $ _ $ _ $ _ Budget Trans from Tax Collector $ _ $ _ $ _ $ _ TRANSFERS $ - $ _ $ - $ - TOTAL BUDGET $ 50,000.00 $ 49,698.00 $ $ 302.00 1 VANDERBILT WATERWAY MUNICIPAL SERVICE TAXING UNIT (MSTU) ADVISORY COMMITTEE BY LAWS ARTICLE I Name The name of this Advisory body shall be the Vanderbilt Waterway Municipal Service Taxing Unit (MSTU) Advisory Committee here after referred to in this document as the Committee. ARTICLE II Jurisdiction The Advisory Committee shall function as an advisory body to the Board of County Commissioners (BCC) and is governed under Ordinances 2018-64. The Committee will make recommendations to the BCC in matters related to Beautification Projects in the Vanderbilt Waterway MSTU area, preparation of bid documents, management of contracts, and managing the annual budget. The BCC shall have the final authority over the actions of the MSTU. ARTICLE III Officers and their Duties Section 1. The officers shall consist of a Chair and Vice-Chair. Section 2. The Chair shall preside at the meetings and shall have the duties normally conferred by parliamentary usage of such officers. Section 3. The Chair may call special meetings, appoint subcommittees, and act as a liaison with government bodies and other related committees. Section 4. The Chair shall have the privilege of discussing all matters before the Committee and shall have the same voting rights as all Committee members. Section 5. The Vice-Chair during the absence of the Chair or the Chair’s inability to serve, exercise all of the duties and powers of the Chair. Section 6. The full Committee may participate in the election process and vote. Section 7. The Committee shall adopt procedures by which it shall operate. ARTICLE IV Election of Officers Sections 1. Nomination of Chair and Vice-Chair shall be made from the floor at the annual organization meeting in February of each year, and the election shall be held immediately thereafter. 2 Section 2. A candidate receiving the majority vote shall be declared elected and shall serve a term of one (1) year, or until a successor shall take office. An Officer is eligibility for reelection if the term of the Committee is extended. Section 3. Vacancies in the position of Chair and Vice-Chair shall be filled immediately by regular elections procedures. Section 4. The Chair of Vice-Chair may be removed by a super majority of the Committee with or without cause. ARTICLE V Committee Structure and Meeting Requirements Section 1. The Vanderbilt Beach Beautification MSTU Advisory Committee shall consist of five (5) members. Section 2. Committee Appointments - Appointment of members to the Advisory Committee shall be by resolution of the BCC, which resolution shall set forth a date of appointment. Each appointment, after the initial appointment, shall be for a term of three years. Appointments to fill any vacancies on the Advisory Board shall be for the remainder of the unexpired term. Section 3. Regular Meetings – Regular meetings of the Advisory Committee shall be held on the (first Wednesday) monthly at ________________________________________. The meetings will begin at 3:00 p.m. If a regular meeting is required to be held at a time and location other than what is specified herein, notice will be provided at least 72 hours prior to the meeting and posted on the County website. Section 4. Special Meetings – Special meetings of the Committee may be convened by the Chair upon giving notice thereof. Section 5. Notices – Notices of an Committee meeting shall be given to all members and to the Public at least seventy-two (72) hours in advance of the meeting. At any meeting, the Committee may set a future meeting date. Staff may provide notices and agendas to members at least seventy-two (72) hours prior to meetings. Section 6. Attendance – Members may notify the Staff Liaison if they cannot attend a meeting. If a member misses two (2) successive Committee meetings without a satisfactory excuse, he/she may forfeit his/her appointment. Attendance is preferred in person but may occur telephonically provided that (1) there is a quorum of the Committee members physically present; and (2) the members who are present both authorize the participation by telephone, and find that the absence was due to “extraordinary circumstances.” Once approved to participate, the absent member can conduct themselves in the same manner as if they were present, including making motions and voting on items. 3 Section 7. Quorum – A quorum of the Advisory Committee shall consist of three (3) members and an affirmative vote of a majority of those present and voting shall be necessary to pass any motion. In the absence of a quorum, those members present may review the agenda items and make recommendations that may be reviewed for approval by the Advisory Committee at its next meeting where there is a quorum present. Section 8. Voting – Voting shall be by voice vote, or show of hands, if necessary, and may be recorded by individual (or group). Section 9. Meetings - All meetings shall be open to the public to encourage public awareness and participation. Section 10. Minutes - Minutes shall be taken at all Advisory Committee meetings. Voice recording of meetings is acceptable. A written record of meetings, resolutions, findings and determinations shall be kept for the Advisory Committee. Section 11. Documents - The Public Transportation and Neighborhood Enhancement Division staff shall assist with preparation, duplication, and distribution of materials necessary for meetings. Copies of all Advisory Committee minutes, resolutions, reports and exhibits shall be submitted to the Clerk’s Office and posted on the County Website for public viewing. Section 12. Except as otherwise provided in these Bylaws, Roberts Rules of Order shall be followed at all meetings. Section 13. Agendas – Agendas are set by the Chair with coordination with the Staff Liaison. Members may send agenda items request to the Staff Liaison prior to the publishing of the Agenda. Otherwise, the agenda may be change at the meeting prior to approval of the Agenda. ARTICLE VI Order of Business I Call to Order II Roll Call III Approval of Agenda IV Approval of Minutes V Budget Report VI Project Manager Report VII Other Report(s) VIII Old Business IX New Business X Public Comments on items NOT on the Agenda XI Members Comments XII Adjourn 4 Next Meeting Date ARTICLE VII Public Participation All Vanderbilt Beach Beautification MSTU Advisory Committee meetings will be public meetings as required by Florida Statutes. Participation by the Public is encouraged and in an effort to be fair to all wishing to participate, the following rules shall apply when receiving public comment. Section 1. Public Comment on Items on the Agenda - During each portion of the agenda the Chair may open up the meeting for public comments. a. The Chair shall declare when the floor will be open to public comments. b. The Chair shall declare when the public comments period for the Agenda item is closed for public comments. Once the item is closed for public comment there shall be no further comment from the floor. c. All persons wishing to speak on an Agenda item must register with the Staff liaison prior to the presentation of the Agenda item by completing a speaker’s slip. d. Each public participant must identify themselves by name and address. e. All registered speakers will receive up to three (3) minutes to speak unless the time is adjusted be the Chair. f. There will no sharing of minutes among those present in an effort to extend the time permitted to speak. g. Once a participant has been afforded the opportunity to speak he/she may not speak again unless requested by the Chair. Sections 2. Public Comment on Items NOT on the Agenda – A Public Comments section will be included in each agenda. During this portion of the meeting items that have not been brought forward previously or were not on the agenda may be discussed or raised by the Public. a. All persons wishing to speak on under public comments on items not on the Agenda must register with the Staff liaison prior to this portion of the Agenda by completing a speaker’s slip. b. Each public participant must identify themselves by name, address, and specify subject matter. c. All registered speakers will receive up to three (3) minutes to speak unless the time is adjusted be the Chair. d. There will no sharing of minutes among those present in an effort to extend the time permitted to speak. e. Once a participant has been afforded the opportunity to speak he/she may not speak again unless requested by the Chair. ARTICLE VIII Amendment to By-Laws 5 Section 1. Any proposed amendment to the By-Laws shall be provided to every Committee member at least seven seventy-two (72) hours before it is voted on at a regular meeting. Section 2. These Bylaws, and any and all amendments to the By-Laws, will become effective upon an affirmative vote of a majority of the quorum. These By-Laws for the Vanderbilt Beach Beautification MSBU Advisory Committee are hereby approved this _______ day of __________ , 2019 Vanderbilt Waterway MSTU Advisory Committee By: __________________________________________________ Date:___________________ Chair By: __________________________________________________ Date: __________________ Vice Chair By: __________________________________________________ Date: __________________ By: __________________________________________________ Date: __________________ By: __________________________________________________ Date: __________________ Attested by:__________________________________________________ Date: __________________ Michelle Arnold, PTNE Director