Okaloosa County BOCC — July 1, 2014 — College Repump Rocky Bayou Easement.pdf Exhibit B — reading text

NW FLORIDA STATE COLLEGE | UNITED STATES GOVERNMENT 52—1N—22—0000—0001—0000 01—1N-—22—0000—0001—0020 EGUN AFB UTILITY EASEMENT OR BK. 2975, PG. 3126 APVD DAH JEW BY APPROVED BY: 15’ EASEMENT AS PER | | OFFICIAL RECORDS , T BOOK 2950 PAGE 3067 30°’ EASEMEN OKALOOSA COUNTY, FL. 15’ EASEMENT | C1 JGC S87°50'02"E 197.02" 13 66.15 O66 1) o-rw-marker 15’ 12+G0 13+00 S87°50°02"E 04:04PM 11/05/2013 EasementRocky Bayou Plan-Profile.dwg MATCH LINE — SEE SHEET COS a rs ee ] ] COLLEGE PARK COLLEGE BLVD. E GINKGO AVE .0.C. SOUTHWEST CORNER OF SECTION 32, T—1-N, R—-22—W, OKALOOSA COUNTY, FLORIDA. N 565478 Oe 346198. (COORDINATES NOT VERIFIED) —_ —_ \. S88°48'00"E N87°50°02"W 16+00 NOO°25'00"E Le POINT OF BEGINNING 30’ UTILITY EASEMENT N 563554.30 E 1348197.75 150.00’ am 2000.00’ ALWAYS CALL 811 » BEFORE YOU DIG t's Gast. it's free www.call sunshine.com it's the fan A 30 foot Utility and 100x100 Lift Station Easement Described as Follows: Commence at the South West corner of Section 32, Township 1 North, Range 22 West, Okaloosa County, Florida, located at coordinates N 563479.90 E 1346198.08 of the Florida North State Plane coordinate system (coordinates not verified); thence S88°48'00"F 2000.00 feet; thence NO0°25'00"E 150.00 feet to a point on the North Right of Way of College Blvd. and the South East Corner of an Easement recorded in Book 2950 Page 3068 of the Official Records of Okaloosa County, Florida, said point also being the Point of Beginning of the following described 30' Utility Easement and located at coordinates N 563554.30 E 1348197.75 of the Florida North State Plane coordinate system; thence NO2°09'58"E 10 feet; thence $87°50'02"F 197.02 feet to a point on a curve to the right having a radius of 347.55 feet; thence along said curve an arc distance of 26.42 feet, Chord Bearing and distance S85 °39'22"E 26.41 feet; thence S82°42'58"F 36.32 feet; thence S83°41'07"E 149.04 feet; thence §85°04'29"F 311.07 feet; thence S8745'14"E 533.46 feet; thence N88°56'28"EF 191.03 feet; thence S87°50'02"E 2243.15 feet; thence N89°59'24"E 36.20 feet; thence S78°45'36"E 189.69 feet; thence N89°59'24"E 18.77 feet; thence S88°06'26"F 1992.87 feet; thence S88°05'52"E 2643.87 feet; thence S88°21'25"F 309.71 feet; thence N46°38'35"E 9.85 feet; thence S87°41'32"F 61.55 feet; thence NO2°18'29"E 101.23 feet; thence S87°41'34"E 100.00 feet; thence $02°18'29"W 81.42 feet; thence S88°21'25"F 43.16 feet; thence N88°40'41"E 19.77 feet to a point on a curve to the left having a radius of 2122.84 feet; thence along said curve an arc distance of 200.01 feet, Chord Bearing and Distance N87°09'22"E 199.93 feet; thence N84°25'48"E 1.99 feet to a point on a curve to the left having a radius of 2122.52 feet; thence along said curve an arc distance of 46.00 feet, Chord Bearing and Distance N83°46'56"E 46.00 feet; thence N83°24'01"E 19.83 feet; thence N81°50'16"E 22.78 feet; thence $§75°39'44"E 167.39 feet; thence $30°39'44"F 29,20 feet; thence S08°09'44"F 5.45 feet to a point on the North Line of Section 3, Township 1 South, Range 22 West, Okaloosa County, Florida; thence along said North Line N88°21'25"W 33.03 feet; thence departing said North Line N30°39'44"W 4.15 feet; thence N75°39'44"W 148.99 feet; thence $81°50'16"W 17.22 feet; thence $83°24'01"W 20.17 feet to a point on a curve to the right having a radius of 2153.17 feet; thence along said curve an arc distance of 46.60 feet, Chord Bearing and Distance S83°47°00"W 46.60 feet; thence S84°25'48"W 2.01 feet toa point ona curve to the right having a radius of 2152.84 feet; thence along said curve an arc distance of 202.53 feet, Chord Bearing and Distance S87°09'07"W 202.45 feet; thence S88°40'41"W 20.23 feet; thence N88°21'25"W 34.18 feet; thence $46°38'35"W 27.86 feet; thence N87°41'32"W 139.56 feet; thence $46°38'35"W 9.65 feet; thence N88°71'25"W 322.20 feet; thence N88°05'52"W 2643.94 feet; thence N88°06'26"W 1992.37 feet; thence $89°59'24"W 21.23 feet; thence N7845'36"W 189.69 feet; thence S89°S9'24"W 33.81 feet; thence N87°50'02"W 2242.88 feet; thence S88°S6'28"W 191.05 feet; thence N8745'14"W 535.02 feet; thence N85°04'29"W 312.14 feet; thence N83°41'07"W 149.66 feet; thence N82°42'58"W 36.37 feet to a point on a curve to the left having a radius of 317,55 feet; thence along said curve an arc distance of 23.94 feet, Chord Bearing and Distance N85"40'26"W 23.94 feet; thence N87°50'02"W 205.25 feet; thence N42°49'41"W 28.28 feet to a point on the North Right of Way line of College Bivd.; thence along said Right of Way S87°50'02"E 28.22 feet to the Point of Beginning. Contains 6.84 Acres, more or less. PLAN SCALE: 1” = 20' CURVE TABLE CURVE LENGTH RADIUS CHURD LC C1 26.42 347,95 $85°39’22°E 26,41 C6 23,94 317,95 N85°40’26°W 23,94 205.25’ HICKORY AVE LEGEND EASEMENT EXISTING EASEMENT HDPE BORE DUCTILE IRON PIPE PVC FORCE MAIN NOTES: 1. NO TITLE SEARCH, ABSTRACT OR TITLE OPINION WAS FURNISHED BY, OR FURNISHED TO THE UNDERSIGNED FOR THE SUBJECT PROPERTY. THE OPINION OF THE LOCATION AND EXTENT OF THE PROPERTY REPRESENTED BY THIS SURVEY DOES NOT IMPLY OR GUARANTEE TITLE TO ANY PERSONS OR PARTIES. THERE MAY BE ADDITIONAL RESTRICTIONS NOT SHOWN ON THIS DRAWING THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. INTERNAL IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. UNDERGROUND UTILITIES, FOUNDATIONS, OR ENCROACHMENT NOT LOCATED, IF ANY. CLIENT IS ADVISED TO SEEK LEGAL COUNSEL BEFORE CONSTRUCTING OR MOVING FENCES OR OTHER STRUCTURES. BEARINGS ARE REFERENCED TO STATE PLANE COORDINATES, FLORIDA NORTH ZONE SPC 83 MATCH LINE — SEE SHEET CO7 CHECKED BY: JPK SPECIAL EASEMENT REVISION DRAWN BY: MSC 8-13-13 DATE NO. DESIGNED BY: 1 JGC UTILITY EASEMENT STA. 11+20 TO 16+80 EAST COUNTY SEWER CONVEYANCE SPECIFIC PURPOSE SURVEY TECHNICAL STANDARDS OF THE FLORIDA BOARD OF SURVEYORS AND THE BEST OF MY KNOWLEDGE AND BELIEF AND MEETS THE MINIMUM MAPPERS (5J-17 0.50—0.52) | HEREBY CERTIFY THAT THIS SURVEY IS A TRUE AND CORRECT TO ROBERT F. JOHNSON LS4028 : | SURVEY DATE FILE Rocky Bayou SPEASEMENT VERIFY SCALE BAR IS ONE INCH ON ORIGINAL DRAWING 0 a 1° DATE AUGUST, 2013 PROJ. DWG. 1 OF 18 REUSE OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CONSTANTINE ENGINEERING. HOWEVER, THIS SHALL NOT PROHIBIT THE REUSE OF THIS DOCUMENT BY THE CLIENT AS PROVIDED FOR BY THE CONTRACT. EasementRocky Bayou Plan-Profile.dwg 01:53PM 08/15/2013 GENRE NIVAN 30404 OAd ddid NOU FILONG 4JYOd JAddH LNAWSASVS SNILSIXS INAWASVS 99 L@) v6'Ee eb'9e¢ SNICVA | HLON3A 1} SAMNI 41aVl 4AdNoO 42¢/6€.G8S |SS'ZVE daUHO M»92,0¥-S8N | SS'ZTE v6'Ee Tv'9¢ J | 02 = ,b ‘FWOS NV 1d : a = & 8 = MOTHE S , LVHM MON STd ok 80s7E * TIt8 TTWD SAYMTW “CATE FOAITION | «cO°GSS MATCH LINE — SEE SHEET C06 Ar Air ° Gi dui th ? b io BO A ore | ls z 17409 | (5 Wf ul aR */ay gS = a | m | | | | | | | | | | | z | —s |& ” PaaS 18+0 rate el ae 2 ig | | | SO |! “| ro A l | ~© nN Ny 9) l | | | | | | ao ] m 19+0 a m | a | 4 | | | | | | | | | | | | 20+00 | | | | & w/o oa | ! N || =| | “8 q/8 = 3 | | | | | | RAO seco ars mMOnNn | 298m Q2SH =mMy moxs | Boos | §X$G “OBR 211-00 SES | 9. ORE Y ~~ = | of Ory | Sok a ™ <8 m — $85 msn aS & 5 | | | | | | | | ¥ ON oul 22400 la | m | z [0+] “ &| ~ I * < | | an oe a ee ee MATCH LINE — SEE SHEET C08 : “i C BS uy gE 255 > EE H me BBE S 2 < 2 | OMG TOdd Alva dls 0 ONIMVYC TWNISINO NO HONI SNO SI ¥va AIWOS ASIMSA 8l 40 ¢ €102 ‘LSNONV “* L INAWSSVad$s noheg Ay90H SURVEYOR’S CERTIFICATE | HEREBY CERTIFY THAT THIS SURVEY IS A TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND MEETS THE MINIMUM TECHNICAL STANDARDS OF THE FLORIDA BOARD OF SURVEYORS AND MAPPERS (5J-17 0.50—0.52) ROBERT F. JOHNSON LS4028 SURVEY DATE UTILITY EASEMENT STA. 16+80 TO 22+40 EAST COUNTY SEWER CONVEYANCE SPECIFIC PURPOSE SURVEY 1 8-13-13 SPECIAL EASEMENT DAH JEW NO. [ DATE REVISION BY | APVD DESIGNED BY: [DRAWN BY: CHECKED BY: APPROVED BY: JGC MSC JPK JCG REUSE OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CONSTANTINE ENGINEERING. HOWEVER, THIS SHALL NOT PROHIBIT THE REUSE OF THIS DOCUMENT BY THE CLIENT AS PROVIDED FOR BY THE CONTRACT. EasementRocky Bayou Plan-Profiledwg 01:54PM 08/15/2013 MATCH LINE — SEE SHEET C07 z ee ia ee ee 0 2: | € mae l l = mie S | =. © fo | 2 3) = SF | l Ohm | l Chew ea ar | ! | 23+00 ! | ! | ! | ! | ! | ! | ! | — fT] 2 : ! Z 24-00 zeege 0 | : ae $350 o [Ur a S m wid e520 4 | ee mom QD x8 | s 5 8 ee zo> Ma l ) Sie l m™m a “pS ! | & N |p <= | | C © 2 , 0 ! ~ ~ ” | h ~~ on |S m ae 0 3 \= ° QD “| E Y m | 3 i m 25}+00 gzt> By ie : a” =| S - 80 iz | e | ol QO |= 8 B< ~ | nh | ml l 2 | x ! | 2 | ! | ! | 3 | S| | D 5 l Oe , | 26+00 m1 SS 3 2 | Q > iS my x > 5 ~ nN S ~ S ~ SS iS) “N 9S x — S 2 S$ = “N S ae R 274-00 SINI7 GNVILIM TWNOMLIIGSIAN FOVSN/dIGS— “SNOLINTOS GNVIULIM 8 IWLSVOD AF GILVINITIAC £0' 161 “87,9S.88N | eben — moet) | 09 LEGS 33S — INIT HOLWA Ol|v]o a S=|az/|> cE Oo|a4 m aa od al . 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DATE REVISION BY APVD ” SURVEY DATE SPECI FIC PU RPOSE SU RVEY DESIGNED BY: DRAWN BY: CHECKED BY: APPROVED BY: JGC MSC JPK JGC REUSE OF DOCUMENTS: THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF CONSTANTINE ENGINEERING. HOWEVER, THIS SHALL NOT PROHIBIT THE REUSE OF THIS DOCUMENT BY THE CLIENT AS PROVIDED FOR BY THE CONTRACT. EasementRocky Bayou Plan-Profile.dwg 01:55PM 08/15/2013 QN394 | NIVA 30404 OAd ddild NOU! ALONG 4YOd 3ddH INSWSSV3 SNILSIXS INAWASVS 02 = ,b ‘FIWOS : a = & 8 = NV ld STd ok 80s7E * TIt8 TTWD SAYMTW MOTHE S , LVHM MON GRACIE | LANE “dATEG@ FJIOATION | MATCH LINE — SEE SHEET CO9 54400 | | | | | | | | | | | | | | | | 35+ 00 | | | | | | | | | | | | | | | 56+00 | | | | | | | | | | | | z ” NS SS S/S vate) &/8 WIR = ™ | |