Loading...
HomeMy Public PortalAboutLiveOak Fiber LLC Public Services EasementThis instrument prepared by: C. Jeffrey McInnis, Esq. Anchors Smith Grimsley, PLC 909 Mar Walt Drive, Ste 1014 Fort Walton Beach, FL 32547 850-863-4064 CITY OF CRESTVIEW, PUBLIC SERVICES DEPARTMENT EASEMENT KNOWN ALL MEN BY THESE PRESENTS, that THE CITY OF CRESTVIEW, FLORIDA, a Florida Municipal Corporation ("Grantor"), whose address is 715 North Ferdon Blvd, Crestview, Florida 32536 for and in consideration of the sum of One Dollar ($1.00) and other good and valuable consideration in hand paid by LIVEOAK FIBER, LLC, a Delaware limited liability company ("Grantee"), whose post office address is 808 Gloucester Street, Brunswick, Georgia, 31520, the receipt whereof is hereby acknowledged, does hereby grant and convey to Grantee, its successors and assigns, a perpetual easement with and for the right of installing, maintaining, replacing, adding and operating it's communications equipment together with ancillary facilities and equipment related thereto, including but not limited to wires, cables, conduits, pipes, utility cabinet/hut structures, emergency power generators, fences, screening, and electric, fiber, gas and other utility connections to provide internet services to the surrounding area and uses incidental thereto, over, under and across the following described property in Okaloosa County, Florida, to wit: LEGAL DESCRIPTION: A PORTION OF THE PARCEL DESCRIPTION IN OR BK 2792, PG. 481`1, PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SECTION 1, TOWNSHIP 3 NORTH, RANGE 24 WEST, OKALOOSA COUNTY, FLORIDA; THENCE S-88°33110»-E ALONG THE NORTH LINE OF SAID SECTION A DISTANCE OF 2511.87 FEET, THENCE S-02°59'58"-W A DISTANCE OF 305.76 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY UNE OF OLD BETHEL ROAD (66 FT RjW); THENCE N-88U12147"-W. A DISTANCE OF 335.74 FEET; THENCE 5-0.2°16'59"-W A DISTANCE PF 146.20 FEET; THENCE CONTINUE 5-02' 16'S9"-W A DISTANCE OF 94.02 FEET TO THE POINT OF BEGINNING; THENCE N-S8°14'59"-W A DISTANCE OF 0.96 FEET TO A POINT 0.2 FEET EAST OF A CHAIN LINK FENCE; THENCE S-32*56'01 "-E ALONG SAID FENCE AND 0.2 FEET EAST OF SAID FENCE A DISTANCE OF 16.11 FEET TO THE NORTHWESTERLY RIGHT-OF-WAY OF OLD BETHEL ROAD (66 FT ,R/W); THENCE N-54°14'54"-E ALONG SAID RIGHT-OF-WAY A DISTANCE OF 21.76 FEET; THENCE N-88°351O5"-W A DISTANCE OF 25.42 FEET TO THE POINT OF BEGINNING. SAID TRACT CONTAINS 175+032 SQ. FT. TO HAVE AND TO HOLD the said easement and right-of-way hereinabove granted to the said Grantee, its successors, and assigns, subject to the conditions herein, forever for the use and purpose aforesaid and for no other purpose. In the event that the Grantee, or its successors or assigns should cease using the easement area for the purposes described herein, then this easement shall immediately become null and void and the Grantee, its successors and assigns shall have no further right, title or interest in and to the subject parcel. IN WITNESS WHEREOF, we have hereunto set our hands and seals this a to day of f\ c,,,we-, 2021. [REMAINDER OF PAGE BLANK — SIGNATURE PAGES ON FOLLOWING PAGES] Signed, sealed and delivered in the presence of: Sign: City of Crestview, Florida, a municipal corporation 9NA B Y: Print:, c� •X1 ill 2 ..S-C`\A p.rk d.- 4Q Sign: Print: \-11.3E E - eEL STATE OF FLORIDA COUNTY OF OKALOOSA =0 � • /fr2 ©©o E .3 13, F.. es3 TITLE V`N©,® (` •••` Of C RFS �•, ? SEAL • Aj� s The foregoing instrument was acknowledged before me, by means of1physical presence or [ ] 202 by S KIVirkieXI online notarization this 21,t day of He/she is ersonally know? to me or has produced as identification. SEAL: ,;,.Mc+p, CATHERINE M CARTER Notary Public -State of Florida Commission # HH 58115 My Commission Expires November 14, 2024 tIGNATURE OF NOT 111-69111-nifr 111i Y PUBLIC {1_r\-ar �TED NAME OF NY P BLICtl ommission Expires: LIVE OAK SITE NAME: CRVWFLOB LIVE OAK ZONE NAME: CRV4 HOMES PASSED IN ZONE: 4840 CABINET $1: CRVWFLOB-01 INSPECTION PORT PROPOSED: CRVVF LOBf{HCO PLACE (1) 3O'x48'x36' HANDHOLE FOR PULL THROUGH AND FIBER LOOP STORAGE NEXT TO NEW CABINET. PROPOSED CABINET: CRVWFLOB-01 TELCO CABINET PRODUCT MAM78F-0042-B4RLMCX MANUFACTURED BY AMERICAN PRODUCTS LLC CABINET GROUNDING: GROUND CABINET UTILIZING THE BUSS BAR INSIDE PROPOSED CONDUIT CONNECTIONS: HH TO CABINET (4) 3' HOPE = 15' H -FRAME TO CABINET {1) 1' HOPE = 29' H -FRAME TO CABINET 11) T HOPE = 30' H -FRAME TO GENERATOR (1) T HOPE = 34' GENERATOR TO CABINET (1) t' HDPE = 24' GENERATOR TO CABINET (1) 2' HOPE = GENERATOR TO LP (1) 2' HOPE = 24' CONDUIT STUBS LENGTH INCLUDES 12" OF STUB CONDUIT ABOVE GROUND IN LOCATIONS DEPICTED. PROPOSED H -FRAME: H -FRAME TYP, WITH POWER METER & (1) AUTOMATIC TRANSFER SWITCH, (1) 200 AMP 2402 POLE COMMERCIAL ELECTRIC SERVICE H -FRAME GROUNDING: GROUND H -FRAME AND AUTOMATIC 42 GROUND WIRE TRANSFER SWITCH TO PROP. VAULT ce LL TO POWER POLE PROPERTY LINE: 106 BULLOCK BLVD • Fe' S i10' II Ij IB. k 42' 76' i PAD ELEVATION NOTE: ENSURE THAT BOTTOM OF PAD IS MINIMUM 6' ABOVE LOWEST POINT WITHIN EASEMENT AND SLOPE SITE AWAY FROM PAD. 1n 20e I LIMESTONE BASE I 81 I1n MINIMUM CLEARANCE i II— I 16' 1 10' ADDITIONAL INFORMATION: SEE FOLLOWING SHEETS FOR TYP, DETAILS i --ONr --L\ ( 250 GAL TANK ) 20' WIREROUND 2 • • 42 GROUND j WIRE • .'• / 10' / I i I 4 GROUNDING NOTE: GROUND ALL (4) FOUR CORNER POSTS OF SECURITY FENCNG TO SITE GROUND RING. GENERAL NOTES: I. THE PLANS SHOWN REPRESENT A GENERALIZED LAYOUT NAT IS SUBJECT TO CHANGE AFTER SITE SURVEY HAS BEEN COMPLETED 2 A250 GALLON LIQUID PROPANE TANK AND STANDBY GENERATOR WILL BE NECESSARY FOR EMERGENCY POWER AT THIS SITE 3. INSIDE THE EASEMENT WILL BE ELECTRICAL AND GAS LINES TO BE BURIED AS NEEDED AT THE APPROPRIATE DEPTH. A EASEMENT TO BE SECURED BY CYCLONE FENCING AND UNDER LOCK AT ALL TIMES 5. MEASUREMENTS CAN BE TAKEN FROM THE SURVEY STAKES IN THE EVENT FENCE IS NOT IN PLACE. PROPOSED GENERATOR: 22KW LP STANDBY GENERATOR FOR EMERGENCY POWER GENERATOR GROUNDING: THE GENERATOR IS GROUNDED THROUGH THE ELECTRICAL CONNECTION PANEL WHICH IS GROUNDED TO TIE ATS. TIERE IS NO EXTERNAL GROUND ON THE GENERATOR. LIMESTONE GRAVEL BASE: USE 457 CRUSHED UMESTONE WITH A MESH UNDERLAYMENT FOR BASE OF 20'X20' EASEMENT SPREAD EVENLY TO A DEPTH NO LESS THAN 3 INCHES AND NO MORE THAN B INCHES. #2 GROUND WIRE PROPOSED: APPROX. 3.5k9' CONCRETE PAD WITH 250 GALLON LIQUID PROPANE TANK TYP. PROPOSED: 20k20' UTILITY EASEMENT FOR USE BY LIVE OAK FOR FIBER DISTRIBUTION. ENCLOSED BY 6' CYCLONE SECURITY FENCING WITH 3 -STRAND BARBED WIRE ON TOP INSPECTION PORT =CASTLE 80701111 708-09 (8) UNITS SITE DETAIL ONF110ENTIALITY NFORMATIO ` ' 1. Ts eae 5*`;."' sad Oe.R Het c.• As amro I - 1 fEPFITN. W.E•C•, PROJECT: - ET LIVE OAK FIBER CAB PROPOSAL O+TAACT0IA SOIIRCFONF CORP POC NW CORNER SEC1, T3N, R24W OK. CO. FL. S88'33'10"E ^- 2511.87(D) 3"14/ 3\ 141.2 C F x` x� CITY WATER WELL SITE 9 OR BK 2792 PG 4811 LEGAL DESCRIPTION: A PORTION OF THE PARCEL DESCRIPTION IN OR BK 2792, PG. 4811, PUBLIC RECORDS OF OKALOOSA COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF SECTION 1, TOWNSHIP 3 NORTH, RANGE 24 WEST, OKALOOSA COUNTY, FLORIDA; THENCE S-88°33'10"-E ALONG THE NORTH LINE OF SAID SECTION A DISTANCE OF 2511.87 FEET; THENCE S-02°59'58"-W A DISTANCE OF 305.76 FEET TO A POINT ON THE NORTHWESTERLY RIGHT-OF-WAY LINE OF OLD BETHEL ROAD ( 66 FT R/W); THENCE N-88°12'47"-W A DISTANCE OF 335.74 FEET; THENCE S-02°16'59"-W A DISTANCE PF 146.20 FEET; THENCE CONTINUE S-02°16'59"-W A DISTANCE OF 94.02 FEET TO THE POINT OF BEGINNING; THENCE N-88°14'59"-W A DISTANCE OF 0.96 FEET TO A POINT 0.2 FEET EAST OF A CHAIN LINK FENCE; THENCE S-32°56'00"-E ALONG SAID FENCE AND 0.2 FEET EAST OF SAID FENCE A DISTANCE OF 16.11 FEET TO THE NORTHWESTERLY RIGHT-OF-WAY OF OLD BETHEL ROAD (66 FT R/W); THENCE N-54°14'54"-E ALONG SAID RIGHT-OF-WAY A DISTANCE OF 21.76 FEET; THENCE N-88°35'05"-W A DISTANCE OF 25.42 FEET TO THE POINT OF BEGINNING. SAID TRACT CONTAINS 175.032 SQ. FT. LEGEND FND = FOUND FMN = FOUND MAZE NAIL FIR = FOUND IRON ROD FIP = FOUND IRON PIPE F N&D = FOUND NAIL & DISC TYP = TYPICAL ELEV = ELEVATION CL = CENTERLINE UNLESS OTHERWISE NOTED ALL IRON RODS SOURCE OF DESCRIPTION OR BK DESCRIPTION per above R/W = RIGHT OF WAY CLF = CHAIN LINK FENCE WPF = WOOD PRIVACY FENCE D/U = DRAINAGE & UTILITY PB = PLAT BOOK ESMT = EASEMENT EOP = EDGE OF PAVING BC = BACK OF CURB PP = POWER POLE OHL = OVERHEAD LINES FFE = FINISHED FLOOR ELEVATION ARE 1/2" DIAMETER 2792 PG 4811 SECTION 1 TOWNSHIP 3N OBVIOUS ENCROACHMENTS NONE UNDERGROUND ENCROACHMENTS (NOT LOCATED) SCALE 1 "=30 ORDERED BY: F.B. F.C. PG TYPE OF SURVEY PURPOSE SURVEY DATE 10-24-2023 ASG w.o. 2023-0793 BOUNDARY N /A RANGE c) x x N88'14'59"W 0.96(M) x SIR LB2355 s� srn.< •J C\Y, SIR FIR LS4028 it "co 0 NI O (n O POB OF PARENT TRACT FIR LS 4150 N to 0) 0) I FIR N88'35'05"W 25.42(D) N8814'59"W P. 25.46(M) POB N8812'47"W — 335.74(D) SURVEYED & DESCRIBED TRACT CONTAINS 175.032 SQ. FT. 0.0040 ACRES LS4028 7' 95°- FND 1" IP NO# .,,\N LB2355 LS = LAND SURVEYOR NUMBER LB = LAND SURVEY BUSINESS NUMBER COE = CORPS OF ENGINEERS MHW = MEAN HIGH WATER LINE POC = POINT OF COMMENCEMENT POB = POINT OF BEGINNING POL = POINT ON LINE PC = POINT OF CURVATURE PT = POINT OF TANGENCY PRC = POINT OF REVERSE CURVE BSL = BUILDING SETBACK LINE RC = RESTRICTIVE COVENANTS 7, PI = POINT OF INTERSECTION (P) OR (PLAT) = PLATTED (D) OR (DESC) = DESCRIPTION (M) OR (MEAS) = MEASURED OR BOOK = OFFICIAL RECORDS BOOK PCP = PERMANENT CONTROL POINT PRM = PERMANENT REFERENCE MONUMENT NAVD = NORTH AMERICAN VERTICAL DATUM NGVD = NATIONAL GEODETIC VERTICAL DATUM DOT = DEPARTMENT OF TRANSPORTATION DEP = DEPARTMENT OF ENVIRONMENTAL PROTECTION BASIS OF BEARINGS S-02'16'59"—W ON MONUMENTED 24W RECORDED BOOK EAST PROPERTY LINE OKALOOSA COUNTY, FLORIDA PAGE SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND AND MEETS THE STANDARDS OF PRACTICE OF THE FLORIDA BOARD OF SURVEYORS AND MAPPERS. (5J-17 .050 - .052 F.A.C.) EDWARD E. RICE LS3420 RECERTIFIED DATE ORDERED BY W. 0. BELIEF, UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. CAD — 0 — 01 3N 24W WORKING PANHANDLE ASSOCIATES INC. 701—A EDGE STREET, FORT WALTON BEACH, FLORIDA 32547 (850) 864-1968 LAND SURVEYING BUSINESS LICENSE NO. 2355