Loading...
HomeMy WebLinkAboutALL DOCS - 08-00303 - Pine Brook Estates PH2 - Final Plat06/24/2008 16:18 12085229232 ' Jun, 24. 2008 3,32PM 0 SCHIESS &ASSOCIATES 46 Preliminary /Fjl PIS CIN of Rexburg r iplGtlon Date: ---- 0 N0T D ° o q ESTR ED � LOCAL STORAGE F STATE Phone: 208.959,3020 Fax: 208,359.3022 PAGE 02/04 No, 6552 P. 2 CQ pgMnUR C LLIA CITY �r 1� +.[ W V Rx.7 ., NO — _ -- AfNOH+NIk fYUnAy [: -City of Re ARCINVES vision plan has been prepared in accordance with the Subdivision Regulations of the City of Rexburg, and the fallowing items are shovm on the plan oj , respect thereto, plants, or explanations given with �,eq>��iiesita for Prolix plats All Ptelkniramry plats shall be ZV x 36' ffnldable; drawn to scale, North point, dated. The following J6 "shown on the Preliminary Plat or shall be submitted sepatately: I. The name of the proposed subdivision ro o lL fyr-�e f �/i ✓ 2. The location s I C l "rte V ,15 Acreage 7j 00 Number of Lots / 15- 3, The names, addresses and telephone numbers of the subdivider or subdividers and the eti&eet or suMeyor who prepared the plat: Subdivider Name: Ck �earr -� Address: X07 GU�;r.� 0f �u r�e /90 �uXb / �'34 Phone Number: -359- /�, eu Cell Number: "70 _ o 00 Engineer "— Name : f 3 r_4 ie,5S g 4S5oc _ Address: (d lo ,4L oQl k Phone Number: S .) 2 Cell Number: 6S 79-- 5340; Surveyor Name: // Address: \k :phone Number; " f Cell Number: 4. The -name- MMW_ VF id3 . in1MiM of the external boundaries of the subdivision whether or not bisected by a public ritght ofway as shown on record in the County Assessor's office. 5. 7%o legal description of the subdivision. 06/24/2008 16:18 12085229232 SCHIESS &ASSOCIATES PAGE 03/04 ' Jun. 24. 2008 3;32PM ! No. 6552 P. 3 6. A gmtement e MEIM Qn6division such as; Residential (sin two - family and multiple housing), Commercial, Industrial, Recreational o ,A gLicultu , sites y � proposed for parks, playgrounds, schools, churches or other public areas. 7. of th nth a= scheduled for development if the proposed subdivision is a portion of a larger holding intended forr subsequent development, B. , GWO: showing the relationship of the proposed plat to the surrounding area (1 /2 mile of minimum radius, scale optional). 9. Streets, street names, rights -of -way, and roadway widths, including adjoining strdets or roadways, curbs and sidewalks. 10. Lot lines and blocks showing the dimensions and numbers of each, 11. Contout luxes, shown at five (5) feet intervals where land slope is greater than ten percent (10 %) and at two (2) feet intervals where land slope is ten percent (10 %) or less, referenced to an established bench mark, including location and elevation. 12, Amy progosed_or in =Wpil including, but not limited to, storm and sanitary sewers, irrigation laterals, ditches, drains, bridges, culverts, water mains, fire hydrants, power, gas, street lights and theft respective profiles and easements, 13. A copy of a.ny proposed restrictive covenants and /or deed restrictions. (To be attached or submitted with final plat). 14. Any dedications to the public and /or easements, together with it statement of location, dimensions, and purpose of such. Please complete the following: Of not app eoble, please fill in with N /A) 1. What is t o land use and e xistin zoning of the proposed subdivision and the adjacent land? 2. Does subdivision conform to present Zoning? _ 3, Requested zocivag. K- 4. Variance Requested: 'Yes —_ No II _ — Of yes at fth wtitten request) S. Requesting annexation to City? QlJ JC;4� 0 9 Findings of Fact City of Rexburg 12 North Center Phone: 208.359.3020 Rexburg, 1D 83440 www.rexburg.org Fax: 208.359.3022 04 e��RURG V� G } wE� C I T Y Of .I�t..EXBURG America's Family Community Pinebrook Estates Division 2 Final Plat 1. On June 25, 2008 Kurt Roland of Schiess &Associates, representing Curtis Ferney, presented to the Rexburg Planning & Zoning Coordinator a Request and Application for a Final Plat for Pinebrook Estates Division 2. 2. On August 7, Kurt Roland presented to the Rexburg Planning & Zoning Commission the Request for approval of the Final Plat for Pinebrook Estates Division 2. Dan Hanna motioned to recommend approval to City Council of the final plat for Pinebrook Estates Division 2, with the condition that all lots fronting 12'' West will have no access onto 12 West, and requiring that the Development Agreement with the city be in place prior to the final signing of the plat. Ted Hill seconded the motion. There was a brief discussion with John Millar on the proposed development's water and sewer lines, which will be formally addressed in their Development Agreement with the city. None opposed. Motion carried. 3. Council Member Stevens asked about street widths: 68 foot wide streets and 100 foot cul -de -sacs. Mayor Larsen reviewed the berm across the front of the development. He asked about fencing. There will not be any fencing along 12`'' West; however, some fencing applications make sense. Curtis Ferney said the berm along 12`'' West would be better than a fence if it is done correctly. Mayor Larsen asked if fencing was a requirement in the city's subdivision ordinance. In some applications it would really make sense. Public Works Director Millar was not aware of a fencing requirement. Council Member Stevens indicated a berm would look very nice if done correctly. Council Member Stevens moved to accept Pinebrook Estates Division 2 Final Plat; Council Member Schwendiman seconded the motion; Discussion: Planning And Zoning Administrator Leikness requested adding: subject to the conditions recommended from Planning and Zoning (with the condition that all lots fronting 12' West will have no access onto 12` West, and requiring that the Development Agreement with the city be in place prior to the final signing of the plat) and Council Member Stevens said it would be noted on the plat. Curtis Ferney added it would be noted on the plat plus CCR's and bylaws would be noted on the plat; Council Member Stout asked if the berms and development agreement would be documented? Public Works Director Millar said the location of the berm will be noted on the plat. The structural requirements and payment method for the berm will be in the development agreement. 12` West access restrictions would be in the development agreement. All voted aye, none opposed. The motion carried. .A G �TfO ST A7F.5 OF PtA � 0 0 DEPARTMENT OF THE ARMY WALLA WALLA DISTRICT, CORPS OF ENGINEERS IDAHO FALLS REGULATORY OFFICE 900 NORTH SKYLINE DRIVE, SUITE A IDAHO FALLS, IDAHO 83402 November 4, 2008 Regulatory Division SUBJECT: NWW- 2008 - 00672 -I01 Mr. Curtis Ferney 4 -U Development, LLC 67 Winn Dr., Suite 100 Rexburg, ID 83440 Dear Mr. Ferney: This concerns your application for a Department of the Army permit to discharge dirt and clay fill below the ordinary high water mark of the South Fork of the Teton River and adjacent wetlands to install a waterline for Pinebrook Estates Subdivision to deliver domestic water. Your project meets the terms and conditions of our Nationwide Permit Program at 33 CFR 330, Appendix A. Before we can authorize your project, you will need to obtain water quality certification or waiver of certification from the Idaho Department of Environmental Quality. To help you through the certification process, we sent a letter to the Idaho Falls office of IDEQ, asking them to consider water quality certification for your project. We also asked them to notify you of their decision. If you do not receive their response by January 4, 2008, you may assume that water quality certification has been waived. If IDEQ denies water quality certification, your application for permit will be denied and you may not construct the project. You may check on the status of DEQ's water quality certification by contacting Mr. Troy Saffle at (208) 528 -2650. If IDEQ issues water quality certification or waiver of certification, your project will be authorized under Department of the Army Nationwide Permits 12 (Utility Line Activities) and 33 (Temporary Construction, Access and Dewatering) (33 CFR 330, Appendix A) and you may proceed with construction as shown on the drawings enclosed with your August 27, 2008, Joint Application for Permits and November 3, 2008, Addendum, subject to the conditions of the water quality certification, the terms and conditions of the enclosed nationwide permit, and the special conditions listed below. If you cannot meet these conditions, or if you change the project described in your permit application, this nationwide permit verification letter is not valid. a. Fish passage shall be maintained during project construction. b. Cofferdam material shall be removed from the channel, upon completion of the project, and deposited in an upland location where it will not reenter a water of the United States. Printed on ® Recycled Paper • 0 -2- c. Equipment may not be stored below the ordinary high water mark overnight or for extended periods, to reduce the potential for accidental release of fuels or lubricants. d. Equipment operated below the ordinary high water mark must be free of fuel and lubricant leaks, to reduce the potential for accidental release of fuels or lubricants. e. Remove equipment and machinery from the waterway, to an upland location prior to refueling, repair or maintenance. f. Silt fencing or other erosion and sedimentation control device shall be installed between any area of earth disturbance and the South Fork of the Teton River and adjacent wetlands and left in place throughout construction. The silt fencing must be installed according to the manufacturer's specifications, during construction, and must be maintained until the construction activity is completed and the disturbed ground is re- vegetated and stable, to prevent erosion and the release of sediments downstream. g. In -water work shall be accomplished during periods of low flow to reduce turbidity. If project results in visible turbidity, sediment control devices shall be installed to control turbidity during construction. h. Re- vegetate all areas disturbed by project construction with native species immediately upon completion of the project, to protect them from erosion. Revegetation shall include planting native woody species adjacent to the stream. i. The wetland boundaries shall be clearly marked with flagging or fencing prior to construction. No fill material shall be placed in wetlands unless the wetland fill is specifically authorized and shown on the permit drawings. j. Permittee is responsible for all work done by any contractor. Permittee shall ensure any contractor who performs the work is informed of and follows all the terms and conditions of this authorization (including any special conditions listed above). Permittee shall also ensure these terms and conditions are incorporated into engineering plans and contract specifications. k. Permittee shall notify James Joyner at 208 -522 -1676 when construction begins. Permittee shall sign and return the enclosed Compliance Certification when the project is completed. This verification is valid for 2 years from the date of this letter, unless the NWP is modified, suspended or revoked. In addition, if you start or are under contract to start this activity before this date, you may have another year to complete the activity under the present terms and conditions of this nationwide permit. This determination applies only to Department of the Army permits administered by the Corps of Engineers. Your project may also require permits from other Federal, state, and local agencies. If your work requires a permit from the Idaho Department of Water Resources, you will need to obtain their approval before starting work. You should also contact your local city or county zoning office for any permits they may require for your project. 0 0 -3- We have not prepared, and this letter does not constitute, an approved jurisdictional determination for your project. If you want us to make an approved jurisdictional determination concerning the South Fork of the Teton River and the adjacent wetlands, you need to send us a request prior to the start of work and not begin construction until we have issued our approved determination. We are interested in your thoughts and opinions concerning the quality of service you received from the Walla Walla District, Corps of Engineers Regulatory Division. If you have Internet access and are interested in letting us know how we are doing, you can complete an electronic version of our Customer Service Survey form on our web site at: http: / /per2 .nwp.usace.army.mil /survey.html which will be automatically submitted to us. Alternatively, you may call and request a paper copy of the survey you may complete and return to us by mail or fax. We have enclosed a Compliance Certification for you to sign and return when you have completed your project. Please contact me at 208 -522 -1676 if you have any questions. A copy of this letter is being sent to: Mr. Troy Saffle, Idaho Department of Environmental Quality, 900 North Skyline Dr., Suite B, Idaho Falls, Idaho 83402; Mr. Tom Bassista, Stream Channel Specialist, Idaho Department of Water Resources, 900 North Skyline Drive, Suite A, Idaho Falls, Idaho 83402 -1718; Mr. Gary Vecellio, Idaho Department of Fish and Game, 4279 Commerce Circle, Idaho Falls, Idaho 83401; Ms Nancy Liebrecht, Rocky Mountain Environmental, 482 Constitution, Idaho Falls, Idaho 83402 -3537; Mr. Brent McFadden, Madison County Planning and Zoning, PO Box 389, Rexburg, Idaho 83440; and Mr. Gary Leikness, City of Rexburg, Planning and Zoning, 12 N. Center St., Rexburg, ID 83440 , Sincerely, ' A' Robert A. Brochu Regulatory Project Manager vat �JA, , . Enclosures From: Rachel Whoolery [mailto:rachel @whoolery.com] Sent: Thursday, March 26, 2009 12:34 PM C To: Steve Christenson Subject: regarding Pine Brook Subdivision 2 Marti 26, 2009 To: Rexburg City Council Regarding lack of compliance of Rexburg city conditions and requirements Recently, Mr. Furney has put up his sign selling lots for the Pine Brook Subdivision 2. There are now no posted green spaces in the entire large sub - division. I have attended all the hearings as have many neighbors in our community. In the public hearing process, a park along with 2 other green spaces was promised and pointed out where they would be placed and were actually there on the overhead as part of the approval process. On the posted plat at the entrance of Larch Dr., none of these green spaces are shown, including the large park in the Southeast corner. The second unfulfilled obligation is that the road connecting Larch Dr. and the cul -de -sac of the large public park was to be for city emergency vehicles and was agreed to be put in but narrow and unpaved. It is now a normal size, paved road that will allow complete access through the existing Pine Brook Subdivision 1. At numerous times, Mr. Furney has made promises to the residents of the Hibbard area, but then presented a different zoning or density proposal at the next public meeting. On all occasions, the city has held Mr. Furney to his promises made to the members of Hibbard, but especially to the 5 families who voluntarily annexed based on these promises. That Mr. Furney would flout the publicly approved site plan after so much controversy regarding the green space and connecting roads, shows his utter disregard for the public hearing process. He must know that the city will not allow him to sell off the required green space as housing lots. I wanted to let the city council know that this is happening, before the lots are sold and it becomes even more complicated. We were told from the council, that this particular subdivision will be watched and made sure that it follows every code and promise. Please, we would appreciate it if you would look into this lack of compliance. A green magic marker should do the trick. Thank you, Rachel Whoolery 208 - 356 -7172 Schiess & Associates ENGINEERING- PLANNING- LAND SURVEYING 4 1DAHO FALLS, IDAHO REXBURG, IDAHO (208) 522 -1-44 (208) 356 -6092 N.V COR SECTION 13 T.6N., R.39E.B.M. INST. NO. 185018 0 rn Cp �o O � O � Z U � �m 00 N N N 3 N j W ROADWAY CENTERLINE m �- X W� o LOT LINE Z z� A FIFTEEN FOOT WIDE UTILITY 1 �o FOUND 1/2" IRON ROD ALONG ALL ROAD FRONTAGES m LL O U) Q m V PINEBROOK ESTATES Div. 2 PART OF S 1/2 OF THEN 1/2 OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO I AND M SUBDIVISION S00 °002 1 "W N0 0 °11'19"W J S89 °59'39 "E 1923.66' 10 -24' RICHARD LEE _ _ M OON LAN[: - - - - - - - w !- -- _ -- -- - -- -- -- - -- -- -- -- 1 89*54'46"E 344 45' S89 °36'39 "E 1272 58' Y16 SEC TION LINE Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 1 1 Lot Lot 1 Lt 2 Lot 3 Lot 4 Lot 6 � a 1 � Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 12 ,, l Lot 25 ( 8 - Lot 8 0 _ _ O HILI. W AY � _� _ v Lot 11 o Lot 12 Lot 5 Lot 11 / ' Lot 24 Lot 10 Lot 9 Lot 8 Lot 7 I Lot 28 Lot 27 _ - _ �'� , o��G� Lot 9 ! / S89 °48'41 "W Lot 26 _ / Lot 13 J _ __ _ _ -- / Lot 23 CYPRESS LOOP Lot 25 Lot 12 Lot 6 Lot 7 Lot 8 Lot 9 Lot 10 Lot 11 � _ \ Lot 10 , " o v V \ O / ° ar v / Lot 22 N °48,41" I I Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 ` Lot 13 \ i 220.00 Lot 14 1 Lot 24 Lot 23 Lot 22 Lot 21 Lot 20 Lot 19 Lot 18 Lot 17 Lot 14 / Lot 21 a4u 1 Lot 7 Lot 11 Lot 10 Lot 9 PINEB LANE - - Lot 16 Lot 16 I 1 Lot 12 Lot 8 , - - - - - - - / �° / Lot 20 r te' Lot 15 I p Lot 15 / `' ry° - J S89 °59'46 "E 1269.88' - LARCH DRIVE Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 z �� / Lot 19 N89 °59'46W 1119.82' Lot 7 9 t -A �- -- - - - - - - --� �- - - -- R= 159.59' L ©` 1 1 I 1 I I Lot 14 A =72 °41'38" \ S89 °59'46"W 793.71' \ / Lot 18 ti`' Lot 8 Lot 7 Lot 6 Lot 5 L= 202.48' soo °1r2a "E `° Lot 8 � �`' 1 I ChL =189A T 14.30' N / v N d 1 I hB =N53 °39'25' W StiON, N ti - - -- Lot 2 I I , 1 Lot 13 - - -i s� ` R- 50.00 Lot 11 Lot 9 / / Lot 17 � P . O .B. / - 1 A= 253 °44'25" Lot 1 Lot 2 Lot 3 Lot 4 1 ° ° °g Lot 10 ^ v -- L= 221 -43' z / a z I �_ - _ _ ChL= 80.00. ` ^� F Lot 3 _ __ _ _ - _ _ Lot 12 ChB =N36 °52'26 "W 1 Lot 16 w - -- - . GREEN-DE LOOP o •� Lot 12 \ Z U) S89 \ �4,�� °59'46 "W 6 - \ 4� 32.80' w Lot 4 - - - __ -- - -- -_ - -- - -- - Lot 11 CD Lot 14 Lot 15 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 Lot 10 \ \\ o Lot 13 / S89 °59'46W 1118.00' FD 5/8" IRON ROD CITY OF REXBURG W 1/4 COR GOLF COURSE SECTION 13 T.6N., R.39E.B.M. INST. NO. 185021 BOUNDA D ESCRIPTION Part of the South Half of the North Half IS 1/2 N 1/2) of Section 13, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho described as follows: Beginning at point that is N.00 °1 1'19'W. 629.35 feet along the section line from the West Quarter comer of said Section 13 and running thence N.00 °1 1'19W. 188.65 feet along said section line to the Southwest comer of the property as described in Instrument No. 337758; thence along the boundary of said property the following three (3) courses: (1) N.89 °48'41 "E. 220.00 feet; thence (2) N.00 °11'19"W. 198.00 feet; thence (3) S.89 °48'41 "W. 220.00 feet to the west line of said Section 13; thence N.00 °11'19 "W. 285.50 feet along said west line to the Southwest comer of the First Amended Plat, J and M Subdivision, Madison County, Idaho thence along the south boundary of said J and M Subdivision the following three (3) courses: (1) S.89 °59'39 "E. 1923.66 feet to a found ' /z" iron rod; thence (2) N.89 °54'46 "E. 344.45 feet to a found %" iron rod at the Southeast corner of said J and M Subdivision; thence (3) S.00 °00'21 "W. 10.24 feet; thence S.89 °36'39 "E. 1272.58 feet to a point on a curve on the westerly right -of -way line of U.S. Highway No. 20, Federal Aid Project No. F- 6471(82); thence 1525.67 feet along said curve to the left, Curve Data: Delta = 10 °15'52 ", Radius = 8714.37 feet, Chord bearing = S.32 °46'49 "W. 1559.08 feet to the east -west centerline through the section; thence N.89 °59'55 "W. 419.33 feet along said east -west centerline to the Southeast corner of Pine Brook Subdivision, Division No. 1, Madison County, Idaho thence along the boundary of said Pine Brook Subdivision the following eight (8) courses: (1) N.00 °00'14'W. 246.84 feet; thence (2) S.89 °59'46W. 32.80 feet to a point on a curve; thence (3) 221.43 feet along said curve to the left, Curve Data: Delta = 253 °44'25 ", Radius = 50.00 feet, Chord bearing = N.36 °52'26 "W. 80.00 feet; thence (4) N.00 °00'14 "W. 220.65 feet thence (5) S.89 °59'46 "V1 /. 793.71 feet; thence (6) S.00 °1 1'24 "E. 14.30 feet to a point on a curve; thence (7) 202.48 feet along said curve, Curve Data: Delta = 72 °41'38 ", Radius = 159.59 feet, Chord bearing = N.53 °39'25 "W. 189.17 feet; thence (8) S.89 °59'46"W. 1269.88 feet to the point of beginning. Parcel contains 61.35 acres and is subject to the existing County Road right -of -way along the west side of the above described parcel ALSO Part of the South Half of the North Half (S 1/2 N 1/2) of Section 13, Township 6 North, Range 39 East of the Boise Meridian, Madison County, Idaho described as follows: Beginning at the West Quarter corner of said Section 13 and running thence N00'1 1'19"W 565.35 feet along the west section line of said Section 13 to the Southwest corner of Pine Brook Subdivision, Division No. 1, Madison County, Idaho; thence along the boundary of said Pine Brook Subdivision the following two (2) courses; (1) N89 °59'46 "E 1119.82 feet; thence (2) S00 °00'14 "E 565.35 feet to the south section line of said Section 13; thence along said section line S89 °59'46 W 1118.00 feet to the point of beginning. Parcel contains 14.52 acres and is subject to the existing County Road right -of -way along the west side of the above described parcel. N89 °59'39 "E 1176.68' ACKNOWLEDGMENT 0 0 Z CITY OF REXBURG N89 °59'55 "E 419.33' GOLF COURSE STATE OF IDAHO County of Madison On this day of 2008 before me, the undersigned, a Notary Public in and for said State, personally appeared Curtis Feeney known to me to be a managing member of 4 -U Ranch Realty, and the manger who subscribed said limited liability companies name to the forgoing insturment on behalf of said company, and acknowledged to me such company executed the same. Notary Public for the State of Idaho Residing in County, Commission Expiration Date: rn y LgN') SURVEYOR' S CERTIFICATE o I Kurtis J. Roland, depose and say that I am a Professional Land Surveyor, that I have surveyed the tract of land described in the Boundary Description attached hereto, that said tract is staked on the ground according to State Law Section 50 -1305, State of Idaho. OF CERTIFICATE NO. 9369 /S J g0 EXAMINING SURVEYOR' CERTIFICATE I hereby certify that I have examined this plat and find it to be correct and acceptable as required in Section 50 -1305 of the Idaho Code. Date: Professional Land Surveyor Cert. No. CITY'S ACCEPTANCE This foregoing plat was duly accepted and approved by the City of Rexburg, Idaho by resolution adopted thi day of 2008 Mayor City Clerk City Engineer City Surveyor WATER RIGHTS DISCLOSURE Notice is herby given that all lots or property included within this plat are within the irrigation district and that a suitable surface water delivery system has not been provided for such lots. All lots will remain subject to assessments levied by such irrigation entity and each individual purchaser/owner will be responsible to pay such assessments. All assessments are a lien upon the land or lots unless the purchaser /owner files a petition requesting exclusion from the district. The purchaser /owner may file such petition at any future date. The owner /developer is obligated to comply with the provisions of Section 31 -3805 Idaho Code. N W E S GRAPHIC SCALE 200 0 100 200 400 ( IN FEET ) 1 inch = 200 ft. LEGEND POINT OF BEGINNING PLACED 5/8" x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 ROADWAY CENTERLINE PROPERTY LINE PLACED 1/2" x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 LOT LINE A FIFTEEN FOOT WIDE UTILITY FOUND 5/8" IRON ROD EASEMENT IS HEREBY GRANTED FOUND 1/2" IRON ROD ALONG ALL ROAD FRONTAGES NW COR WITHIN EACH LOT. ALL OTHER SECTION 13 EASEMENTS ARE TEN FFET WIDE 4� SECTION CORNER T.6N., R.39E.B.M. UNLESS OTHERWISE NOTED INST. NO. N8 °58'44"W - - 2569.64' - - HEALTH DEPARTMENT CERTIFICATE I hereby certify that sanitary restrictions required by Idaho Code, Section 50 -1326 have been satisfied and this plat is hereby approved for recording by filing of this certificate herewith. DISTRICT 7 STATE BOARD OF HEALTH Date: Enviromental Health Specialist TREASURER'S CERTIFICATE I the undersigned County treasurer in and for the County of Madison, State of Idaho, per the requirements of Idaho Code 50 -1308, do hereby certify that all county property taxes due for the property included in this project are current. Date. Madison County Treasurer RECORDER'S CERTIFICATE I hereby certify that the foregoing plat of the PINEBROOK ESTATES DIVISION #2, an addition to the City of Rexburg, Madison County, Idaho was filed for recording in the office of the Recorder of Madison County, Idaho on this day of 2008 at m and recorded under Instrument Number, OWNER'S CERTIFICATE Madison County Recorder KNOW ALL MEN BY THESE PRESENTS: that I the undersigned am the owner of the tract of land included within the Boundary Description shown hereon and have caused the same to be platted and divided into Blocks, Lots, and Streets, which plat shall hereafter be know as PINEBROOK ESTATES DIVISION #2, an addition to the City of Rexburg, Madison County, Idaho. Be it further known, that I do hereby dedicate to the public, all streets and right -of -ways shown hereon, that I also grant and convey to the City of Rigby ail easements shown on the plat and that I hereby warrant and shall defend the estate to such dedication and conveyances in the quiet and peaceful possesion of the public or the city, as the case may be, against said owners and their heirs an assigns, and against every person whomsoever who lawfully holds or who later claims to have lawfully held any rights in said estate as of the date hereof. Owners, and their heirs and assigns, agree they will construct no permanent structure within or upon any public utility easement shown hereon, and the city and its successors, assigns or perrnitees shall also have the right, at the owners' or their heirs', successors' or assigns' expense, to remove, cut or trim any trees, brush, omament -31 shrubbery or plant which may injure or interfere with the use thereof for its intended purposes. I aslo certify that the lots shown on this plat are eligible to receive water from the City of Rexburg Municipal Water System and said city has agreed in writing to serve said lots. In witness whereof, I have hereunto set my signature this day of 1 2008. 4 -U Ranch Realty Curtis Ferney, Managing Member SHEET 1 OF 3 Schiess & Associates ENGINEERING•PLANNING•LAND SURVEYING IDAHO FALLS, IDAHO REXBURG, IDAHO (208) 522 -1244 (208) 356 -6092 PINEBROOK ESTATES Div. 2 PART OF S 1/2 OF THEN 1/2 OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO J AND M SUBDIVISION Zo _ _ _ _ _ W _ S89 °59' "E 1923.66 M cJON LANE - - -- - 170.00' - - - -- 155.35' -- - 154.88' -- - - -- - - - - - - -- 154.87 - - - - 154.88' - - - 150.00' w - 130.00' -- -- -146.00' - 140.00' -- - 155.00' -- -- 54.00 5 w !'� w w o C24 C25 w C43 o a Lot 1 °o Lot 2 rn Lot 3 a o Lot 4 � Lot 5 0 m Lot 6 '� Lot 1 a Lot 2 0 0 Lot 4 o Q °' ° ° `* o 0 0 ° 'n ° '°' 0.538 Acres a 0.587 Acres - b 0.534 Acres 0.533 Acres 0.533 Acres 0.533 Acres z 0.583 Acres o Q o 0.515 Acres 0 0.503 Acres ( Lot 3 > N o 00 c� M V1 > 0.568 Acres 0 3p 170.00' 154.87' 154.88' 154.88' 154.88' 170.00' N89 °59'39'W S89 °59'39"E 146.00' > °° 0 18 o65q"�N S89 °48'41"VV ^ S89° 59' 39 "E 198. 9' 150.00' 143.50' 143.50' 153.50' O 150.00' N89 °59'39'W 90'°9 F 1 z g69 50' v °D ! F 22.46' es2 ° jT `� g o Lot 11 � o w s' 9 48.40' °o t o 7°, Z Lot 12 0.526 Acres ° N Lot 10 Lot 9 7 o Lot 8 o Lot 7 _M 0 N Lot 28 °' o Lot 27 iu >> S�° Lot 5 \ 0.526 Acres o ° o c,i o N U M �, 0 0 0.598 Acres 7> z 0.500 Acres o 0.501 Acres a 0.501 Acres o 0.534 Acres 1 w 0.521 Acres N 0.512 Acres � ro 9SS, �� o 'ASS ° S 2j z°� z r z� Uo w o Lot 26 si F ° o ° 8 N89 °48'41 "E 170.00' z 24`75 G,LO- _ -C21 C23 " w C26 = 0.512 Acres s 9• �'�� ^�' C 25.33' ,, �° S89 ° 48'41 "W 220.00 2? -- 73.84' - 143.50' - -- - - - 143.50' .. - 133.50' - -- -- 130.00' -- - C27 °,�'�� d, 's "'� LOt R60' o ��' �s 0.595 ° o N Lot 13 rn 622.89' 209.33 X2 `� '�° Lot 25 32.98' 0.500 Acres `° CYPRESS LOOP S89° 59' 48 "E 832.22 0.504 Acres p, 30.80' INSTRUMENT NO. sa.3s' -- - -- 123.9T- -- -- 130.47'___ _ 143.47' -- 143.47 83.95' - -- - -- \ 157 337758 39 "� �� ____� C C2� 1o.2s' 131.00' X61 0 $$ C41 _ S X6 w w w a°'o o °° �v � o o � � Loth �`� 0 o Lot 1 Lot 2 0 Lot 3 o Lot 4 o Lot 5 r Z 1 ° 0.512 Acres 0.501 Acres ° 0.501 Acres ° 0.501 Acres �° Lot 2 _ N89 °48'41 "E 220.00' Lot 14 I g L (D 0 0.500 Acres 0.500 Acres g o `� \ Lot 24 N 0.502 Acres i z z �� � �`� 0 0.526 Acres 18 0.500 A, S89 °48'41 "W 170.00' 0) (6 °o io r g N8 ° 59' 46 "E 143.47' N89° 59' 46 "E 143.47' N89° 59' 46" 143.47' N89° 59' 46 "E 143 47 102.70' LOt 7 \ z o 165.35' ° o M 141.20 0.525 Acres C31 ° 33.63 174.02' 17 .02' 174.02' 1 0.88' S89 59 - 46 - W 00 E"I S89 °59'46'W z S83 °53' - 2 C38 103.90' 131 v o °° �tS, qS� - -- - - - -- Lot 16 �_ ° o o w `'��; G3� C50 PINEB rn 0 � 0.738 Acres o 4 o Lot 11 ° Lot 10 z Lot 9 ° �, !60 0 8 1 o Lot 12 z $ 4 Lot 8 _ o ,� Lot 15 0 �; ° 0.599 Acres 0.599 Acres 0.599 Acres ° 0 0.520 Acres c�9 ss9 °59'4s"w V z V 0.510 Acres ° 0.573 Acres $ o / - Z z C35 3 2 - -- 61.66' - -- - -- 160.00' - -- G17 G42 G G3 -- - .._..__... 170.00' - -- - - -- - 144.92' - -- -- 154.02' -- -- - - - 174.02' 174.02' - - 174.02' - 11 t 00' - i S89 °59'46 "E 12 9.88 C33 N89° 59' 46 "E 41 8 2' LARCH DRIVE N89° 59' 4 "E 851.17' � C Lot 1 v o Lot 2 0 263.94' N89° 59' 46 "E 641.13' 364 92' 19 ss 0.600 Acres°o 6 0.551 Acres �, N89 °59'46 "W 1119.82' �' •p�� �, z - - - - -- - 160.00' - - - - - - -- 135.85' -- - 130.00' - -- - - 130.00' - - - -- -- 136.95' - - - - - 161.02' - - -- -- _ _ By8 \'�,� C1 C16 C13 C12 ��� ° °° 143.38' 160.00' R= 159.59' ° Lot 1 I 6! A =72 °41'38" S00 °11'24 "E 0.576 Acres N Lot 8 � o Lat 7 o Lot 6 _ o Lot 5 I o Lot 14 o L= 202.48' 14.30' 0 0.580 Acres ChL= 189.17' 0.606 Acres ° 0.507 Acres 6 0.507 Acres 6 0.609 Acres � r $ o „ ° o ~ o ^ ChB =N53 39 25 W L LA fp Z Z Z W N v N ON ND Q S89 °59'46 V\/ " rn c� G\STEy `rG.Q � � o N$9 °59'46 "E M 179.94' z z 181.41' z �� �� tn� rn O N89 °59'46 "E N89 °59'46 "E N89 °59'46 "E N89 °59'46 "E I __ -__ _. __- _ -__ -_- -_____ _______ _ N co 155.92' 130.00' 130.00' 155.92' o Lot 2 1 N Lot 13 N 9369 0.503 Acres N w w w � r 0.509 Acres �' LO P R ° p rn M rn ;� a G, OF �� P� r 179.5x' Lot 1 o Lot 2 o Lot 9 �^� Lot 4 Ln N ` °' °� T7S J. R 0.587 Acres n 0.500 Acres '� 0.500 Acres ° N$s °59'49 °E �,� a __________________._ -. ►��+ S89 °59'46'W 0.585 Acres 181.80' W \ ?, - - - -- - ______ -_ -- _ -- o o W E 9� 7 43.55' �p C w o \'�\ S89 °59'46 "1N Lot 3 c2 Lot 12 - o 0.500 Acres cr S , 106.01' 130.07' - - - -- 130.07' 104.93' G C 11 C) S - -- - - -- - - -- -- c3 X q GREENSIDE LOOP �� C10 0.508 Acres � � 1' I _ N8 9°WAW E _ N � 0 I 6 9° Curve Table Curve # Length Radius Delta Chord Length Chord Bearing C1 31.35' 20.00' 89 °48'55" 28.24' N45 °05'46"W C2 13.60' 20.00' 38 °57'54" 13.34' N19 °17'38"E C3 15.53' 50.00' 17 °47'29" 15.46' N29 °52'51 "E C4 UAW 50.00' 73 °32'51' 59.87' N15 °4T19'W C5 66.68' 50.00' 76 °24'24" 61.85' S89 °14'04"W C6 13.60' 20.00' 38 °5754" 13.34' S70 °30'49'W C7 13.60' 20.00' 38 °5755" 13.34' N70 °31'17"W C8 66.65' 50.00' 76 °22'13" 61.87 N89 °13'26"W C9 64.15' 50.00' 73 °30'56" 59.84' S15 °49'59"W C10 15.59' 50-W 17 °51'34" 15.52' S29 °51'17"E C11 9.00' 20.00' 25 °46'26" 8.97 S12 ° 427rE C12 31.35' 20.00' 89 °48'55" 28.24' S45 ° 05'19"W C13 31.21' 20.00' 89 °24'52" 28.14' N44 °31'35"W/ C14 78.38' 50.00' 89 °48'55" 70.60' N45 ° 05'18 "E C15 78.38' 50.00' 89 °48'55" 70.60' S45 °05'47'E C16 31.48' 20.00' 90 °11'05" 28.33' S44 °54'14"W C17 31.47 20.00' 90 °00'00" 28.28' N44 °59'46 "E C18 40.25' 60.00' 36 °26'00" 39.50' S19 °13'14 "E C19 66.16' 60.00' 63 °10'49" 62.86' NO °00'00 "E C20 59.56' 60.00' 56 °52'17' 57.14' N60 ° 01'33 "E C21 41.84' 60.00' 39 °57'02" 40.99' S71 °33'48"E C22 40.27 60.00' 38 °24'22" 39.47' S70 °4728 "E C23 31.42' 20.00' 90 °00'35" 28.29' N45 °00'03 "E C24 31.41' 20.00' 90 °00'40" 28.28' S44 °59'56 "E C25 31.42' 20.00' 89 °59'09" 28.29' S45 °00'03'W C26 31.41' 20.00' 90'00'45" 28.28' N44 °59'57'W C27 90.03' 2'x8.00' 18 °33'20" 89.64' S80 °4759"E C28 100.17 278.00' 20 ° 38'06" 99.58' S61 °OT16 "E C29 97.17' 278.00' 20 ° 01'39" 96.68' S40 °4724 "E C30 104.09' 218.00' 21 °2713" 103.49' N20 °0758"W C31 28.16' 20.00' 80 °40'53" 25.89' N49 °39'47'W C32 153.23' 219.60' 39 °5844" 150.14' S70 °00'24"W C33 34.72' 20.00' 99°28'44" 30.52' SO'16'40"W C34 103.53' 159.31' 37 °14'10" 101.72' S35 °51'14 "E C35 18.31' 20.00' 52 °2T44" 17.68' N63 °45'54 "E C36 80.62' 287.60' 16 °03'37" 80.35' N45 °3TWE G37 119.33' 287.60' 23 °46'20" 118.47 S65 °28'49"W C38 31.34' 20.00' 89 ° 46'25" 28.23' S32 °28'47"W C39 182.44' 210.00' 49 ° 46'35" 176.76' S37 °1744 "E C40 101.93' 210.56' 27 ° 44'06" 100.93' S76 °05'20 "E C41 31.42' 20.00' 90 °00'00" 28.28' S44 °59'46"W C42 31.42' 20.00' 90°00'00" 28.28' S45 °00'14 "E C43 31.41' 20.00' 89 ° 59'25" 28.28' N44 °59'5M C44 92.61' 118.00' 44 °58 90.25' N22 °29'15"W C45 65.84' 84.00' 44 °54'28" 64.17 S22 °38'33"E C46 65.84' 84.00' 44 °54'28' 64.17' S67 °33'00 "E C47 65.84' 84.00' 44 °54'27' 64.1 T N67 °32'32'E C48 65.84' 84.00' 44 °54'27' 64AT N22 °38'05 "E C49 248.21' 253.60' 56 °04'43" 238.47 S59 °56'50'W C50 8.89' 253.60' 2 °00'34" 8.89' S88'59'29"W C51 389.14' 244.00' 91 °22'36' 349.19' N44 °18'21"W 18 �vl 0� R50 N44 °54'13 "E 471.07 N44 °54'42'W R50 2g \ ��� LE S6 34.00' 34.00' U lg? 6g \ - -- 136.50' _ ___ 136.50' _ _ - 136.50' __ 136.50' C5 P.O.B. POINT OF BEGINNING PLACED 5/8" x 24" IRON ROD 0.511 t Acres G6 ` o C7C8 Lot 11 \\ - ROADWAY CENTERLINE WITH CAP MARKED P.L.S. 9369 w o o w W s 0.512 Acres GRAPHIC SCALE r PLACED 1/2" x 24" IRON ROD �, � Lot 5 0 °' Lot 6 o Lot 7 CO Z' Lot 8 o m Lot 9 0 Lot 10 � r 100 o So 100 20o PROPERTY LINE WITH CAP MARKED P.L.S. 9369 tio 0 �° 6 0.503 Acres 0.501 Acres 05 0.501 Acres 0.501 Acres o 7 0.501 Acres C2 `� 0.503 Acres °� °�, 6 LOT LINE �o �° C) `�° F Q''' FOUND 5/8" IRON ROD A FIFTEEN FOOT WIDE UTILITY 1 50.0 _/ 210.78' l 136.50' 1 136.50' 1 136.50' 136.50' S89 °59'46 "W 1118.00' CITY OF REXBURG GOLF COURSE 212.77' 48 -38' ( IN FEET ) 1 inch = 100 ft. EASEMENT IS HEREBY GRANTED \ ALONG ALL ROAD FRONTAGES FOUND 1/2" IRON ROD !\� WITHIN EACH LOT. ALL OTHER EASEMENTS ARE TEN FEET WIDE SECTION CORNER UNLESS OTHERWISE NOTED SHEET 2 OF 3 Schiess & Associates 4 ENGINEERING•PLANNING•LAND SURVEYING P IDAHO FALL S, V)AHO REXBURG, IDAHO (208) 522 -1244 (208) 356 -6092 PINEBROOK ESTATES Div. 2 ART OF S 1/2 OF THEN 1/2 OF SECTION 31, TOWNSHIP 6 NORTH, RANGE 39 EAST, B.M. AN ADDITION TO THE CITY OF REXBURG, MADISON COUNTY, IDAHO Soo°oo'21 "W RICHARD LEE S89 0 54'46 "E 3 44.45' 10.24 E XISTING FENCE LI NE 54.06 138.68' 136.45' 144.00' 64.00' L S89'36*39 1272.58' w I C114 8.00' 10.24' 85.48' 151.51' 99.88' 0 286.34' 71.88' 242.50' 4.00' 34.00' 'v o ° ° o i t .n w ° s� Lot 7 3 rn o Lot 12 N w` co Lot 1 o N Lot 2 N N Lot 3 ? N � °O _. �� °`� o V U ° 0 0 o Lot 4 9) Lot 5 N N 0.506 Acres �� 3 6 ° 0.518 Acres / 0.536 Acres 0 0.501 Acres 0 0.500 Acres o o N 5` o o 0 0.500 Acres 0 0.501 Acres N Lot 6 5� Lot 8 U 0.502 Acres ; .clog - - 0.543 Acres N90 °00'00 "E �^ ° C� 1127' o' 195.95' / Y 8 SECTION LINE 266.78' Lot 25 0.573 Acres 1 %s1' emu' - - -- 108.67 - - - - -- 144.45' - -- -- - 144.00' -- 150.10' -- -- -- ^ Q >s C 112 - Clio 558.49 _O HILL W AY c1 ° y v 015 a5"`� ^ o`ti Lot 11 / Lot 24 \ N89 '59'39"W C116 ry g 0.501 Acres v im ° s 0.558 Acres L+ N27 °41'15 "E �`� {� Lot 9 -- - -- - - -- - - -- - -- 90.00' �'' 0.500 Acres °`" 868 '65, a � ° 133.27' - 132.00' 132.00' -- - -- 132.00' - - -- - - -- - ' C105 -- C54 cb 1s 161 C ti I go 29.21 ^ 0 60 ` 00, '^ w w css 07�j 2 � �� ^rye Lot 23 ih w o> v may. / U / Lot 6 M Lot 7 ! Lot 8 v - Lot 9 N Lot 10 N o ' ?9 0.505 Acres (0 (0 M C 6 o o Lot 11 g Lot 10 2e' 0.595 Acres z fD 0.507 Acres 6 6 (.6 0.504 Acres a 0.504 Acres �2 0.504 Acres fO 0.583 Acres o Q 0.508 Acres Cn z = Lot 12 30.60' 12.91' co 0.618 Acres ? ss� � �'o C104 � 157.00' N89° 59'46"E 17 (.68' N89° 59' 46 "E 137 N89° 59'46 132 N89° 59'47"E 132. 0' N86 ° 35'25W 19 % Lot 22 '2 ° t, 131.00' 131.00' 131.00' 131.00' 131.00' 118.93' H6j ,��o� �C�' � �C" 34 0.506 Acres / 30.00' 21 2 t 13 3 �� Lot 13 8S % S'S6 1 2 0.534 Acres h ? �` 73, 8 02 1 ° 5.07' v 8 , h Lot 23 a a) Lot 22 b) Lot 21 Lot 20 N Lot 19 g (0 Lot 18 ku N N N o co �O (11 a) 13.50' ?q, C56 0.500 Acres o �6 0.500 Acres o 0 0.500 Acres 0.500 Acres o 0.500 Acres a 0.501 Acres M � 1 Lot 21 e<v o - a - o - z° z lot 17 ��� 9 F I Lot 14 / 0.504 Acres z z z z 0.503 Acres -0;" 3 . 01 0.566 Acres j S57 °24'19 "E S) O `` ^ c4 j S `S ? "� P - -- 131.00' 131.00' ----- --- - 131.00' - 131.00' 131.00' -- - 59-99 - -- .. -_ C61- - h 10.00' ?q'r i V� 7 g0 7gF V° P 6 8.38' �`' ^° Lot 16 9F � °o �� /0 aso.la' .NEBRO LAN � _ 0.500 Acres '�8so � Lot 20 _ S89'59'46"W 0118 w � 0.505 Acres N / o h� O 7 y3 Lot 15 ..`� SS> O )0' -- - -- -- 160.00' - 160.00' - - - -- - -- -160.00*-- - - -- - 140.00' -- - - C62 Y� 071. ..... 0..x528 Acres V [ r � O ,b'� / 7 go b:, G r p � W E \ y i 00, i w w w b y 18.47' QQ h° �v j rA, S Lot 3 g Lot 4 0 Lot 5 C. � / Gj Lot 19 �h' a o 0 0 0° o 0505 Acres 0 ° ?'. ' C59 . .`O res LO 0 0.551 Acres 9 0 .551 Acres 0 0.551 Acres .- o Lot 6 o �q s g8, , �� r �' `� Lot 7 0.588 Acres S 0 `� 1�T 8 '2 3 , ° r .� z 0.662 Acres �,`� 3, g 10.33' � . 7625 ��0 76 0' 160.00' 160.00' 160.00' S89 0 59'46 "W 793.71' Lot 18 ��° o ° p M 129.67' N89 °59' 6 "E 113. Lot 8 0.505 Acres �A_ GRAPHIC SCALE 189.08 54.21 0.557 Acres C63 1 0 1 ' N / 6 ° ' 100 0 50 100 200 N 12.90' , / S 9 O �o ^ � � Lot 11 LEGEND _ ( IN FEET ) ___ 0.509 Acres i �- Lot 17 ° o � Lot 9 0 % 1 inch = 100 ft. P.O.B. POINT OF BEGINNING o °� �� g o 0.505 Acres z h �,°' ry° Lot 10 z N 0 Acres c66 / / sso° ROADWAY CENTERLINE Css � 0.546 Acres �?7q G o ^ o F PROPERTY LINE Curve Table R= 50.00' � G6� � � oo• LOT LINE A= 253 °44'25" A FIFTEEN FOOT WIDE UTILITY L =221 AT �� 146.30' 101.06' 1 / C77 - - - - - -- - EASEMENT IS HEREBY GRANTED - ChL= 80.00' so° 00'0 253.35' N90 00' 00 "E 247.36' C76 Lot 0.633 A ALONG ALL ROAD FRONTAGES ChB =N36 052'26 "W C71 C73 R 155.28' 98.08' sp res -- WITHIN EACH LOT. ALL OTHER - - -- - - C72 x z \ EASEMENTS ARE TEN FEET WIDE Lot 12 V. U� UNLESS OTHERWISE NOTED S89 05946 "W 0.114 Acres n 32.80' z w �� - -- °�� 'F PLACED 5/8" x 24" IRON ROD WITH CAP MARKED P.L.S. 9369 o o co � \ cn PLACED 1/2" x 24" IRON ROD N Lot 13 z N N `" � WITH CAP MARKED P .L.S. 9369 % 0.998 Acres Lot 14 0) �� 0.859 Acres �� FOUND 5/8" IRON ROD ( o N J��� FOUND 1/2" IRON ROD g PARK L 13 & 14 Lot 15 SECTION CORNER Z OPEN PACE 0.787 Acres 162.49' 133.08' 123.76' N89 °59'55 "E 419.33' CITY OF REXBURG GOLF COURSE ° A NL. LAIVo Sli 0 �5 C 1STE,)fy •p � O a. 9369 m 'fG O F 0 � Curve Table Curve # Length Radius Delta Chord Length Chord Bearing C105 47.7T 25.00' 109 °28'23" 40.83' N2 °39W W C106 36.84' 60.00' 35 °10'49" 36.26 N34 °29'13 "E C107 69.66' 60.00' 66'3122" 65.82' N16 °21'52W C108 101.40' 60.00' 96 °49'48" 89.76' S81 *57'33"W C109 31.85 60.00' 30 °24'50" 31.48' S18'20'14"W C110 47.19' 25.00' 108 °09'06" 40.49' S57'12'22'W C111 108.45' 668.00' 9 °18'07" 108.33' N73'22'08"W C112 139.61' 668.00' 11 °58'28" 139.36 N84'00'25'W C113 78.53' 50.00' 89 °59"25" 7010' N44 °59'57"W C114 31.42' 20.00' 90 °00'35" 28.29' N45 °00'03"E C115 131.93' 84.00' 89 °5925' 118.78' S44 °59'57 "E C116 306.31' 634.00' 27'4954" 303.34' N76 °09'12"W C117 54.41' 634.00' 4'55'01" 54.39' N59'51'15"W C118 133AT 234.00' 32 °36'29" 131.38' N73 °41'59W C119 277.65' 8927.23' 1 °46'55" 277.63' S29'46'10'W C120 400.06' 8928.58' 2 °34'02" 400.03' S31 °56'37"W C121 417.10' 8928.81' 2 °40'35" 417.06' S34'33'561V C122 100.11' 182.91' 31 °21'35" 9721.98' N20 °13'41 "E ° A NL. LAIVo Sli 0 �5 C 1STE,)fy •p � O a. 9369 m 'fG O F 0 � Curve Table Curve # Length Radius Delta Chord Length Chord Bearing C52 92.77 118.00' 45 °01'23" 90.36 S67 °28'58 "E C54 143.18' 600.00' 13 °40'22" 142.84' N83 °0928"W C55 184.86' 600.00' 17 °3909" 184.13' N67'29'43"W C56 31.51' 20.00' 90 °1629" 28.35' S12 °15'30 "E C57 145.92' 8962.37 0 °5658" 145.97 S32 °2446W C58 145.46 8962.3T 0 °5548" 145.46 N31 °28'53 "E C59 31.97 20.00' 91 °3517" 28.67' N76 "48'37'E C60 97.39' 268.00' 20°49'15" 96.85' S67'487TE C61 55.14' 268.00' 11 °4T14" 55.04' S84 °06'3TE C62 113.82' 200.00' 32 °36'29" 112.29' N73 °41'59"W C63 30.62' 20.00' 87 °43'21" 27.72' N13'32'04'W C64 139.65' 8962.3T 0 °53'34" 139.64' N29'5750'E C66 12.48' 8962.37 WOW" 12.48' S29 °23'40"W C67 40.00' 60.00' 38 °11'47' 39.26' S48 °2T10"W C68 51.70' 60.00' 49 °21'58" 50.11' S42'52'04"W C69 108.99' 49.99' 124 °55'08" 88.65' 378 °39'42W C70 43.98' 50.00' 50 °23'57" 42.58' S13'41'09"E C71 22.10' 50.00' 25 °19'41" 21.97 S24'1940"W C72 46.39 50.00' 53 °09'16" 44.74' S63'25'08"W C73 20.32' 60.00' 19 °24'10" 20.22 N8 °2901 "E C74 98.7T 60.00' 94 °19'08" 87.99' N48 °22'38"W C75 91.61' 60.00' 87 °28'36" 82.96' S40 °43'30'W C76 6.60' 60.00' 6 °18'03' 6.59' S6 °09'50'E C77 40.50' 60.00' 38 °40'26" 39.73' S10'0121'W C78 91.05' 8894.3T 0 °35'11" 91.05' S29 °39'10'W C79 123.49' 8894.3T 0'4T44" 123.49' S30 °2938W C80 123.50' 8894.3T O'4T44" 123.49' S31 °08'22W C81 123.50' 8894.3T 0 "4T44" 123.49 S31'56'06'W C82 123.50' 8894.3T O'4T44" 123.50' S32 "43'50"W C83 12103' 8894.3T O'4T33" 123.03' S33 °31'28"W C84 123.96' 8894.37' 0'4T55" 123.96' S34'19'12"W C85 123.50' 8894.3T 0'4T44" 123.50' S35 °OT01"W C86 60.40' 8894.3T 0 °2321" 60.40' N35 °4234 "E C87 40.57 176.33 13' 40.43' N30'33'31 "E C88 80.70' 217.61' 21'14'50' 80.23' N14 °33'34 "E C89 161.92' 8714.3T 1'03'53" 161.92' S37'OS'49'W C90 167.2T 8714.3T 1'0659" 167.2T S36 °03'53"W C91 121.00' 8714.3T 0 °4T44" 121.00' N35'0T01 "E C92 121.00' 8714.37 O'4T44" 121.00' N34'19'1TE C93 121.00' 8714.3T 0 °4T44" 121.00' N33 °31'34 "E C94 121.00' 8714.3T 0'4T44" 121.00' N32'43'50'E C95 121.00' 8714.37 0°4T44" 121.00' N31'5606'E C96 121.00' 8714.3T 0'4T44" 121.00' N31 *08'22"E C97 121.00' 8714.3T 0°4T44" 120.99' N30 °20'38 "E C98 179.30' 8714.3T 1'10'44" 179.30' N29'21'24 "E C99 170.19' 8714.3T 1 °07'08" 170.19' N28 °12'28 "E C100 79.03' 149.20' 30'20'55" 78.11' S20 °4717'W C101 32.3T 89623T 0'12'25" 32.37' S35 °48'02"W C102 177.54' 8962.3T 1 °08'06" 177.54' S35'OT46"W C103 155.48' 8962.3T 0'59'38" 155.48' S34'0T54"W C104 31.08' 20.00' 89 °0710" 28.05' S78'05'10"W SHEET 3 OF 3