The URL can be used to link to this page

ApplicationIDIAN�-- Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Luke Cavener Genesis Milam Charlie Rountree David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: Transmittal Date: March 3, 2015 File No. Hearing Date: March 17, 2015 FP 15-006 March 10, 2015 Request: Final Plat approval consisting of 51 single family residential lots and 6 common lots on approximately 5.34 acres in an R-15 zoning district for Solterra No. 2 By: C15, LLC Location of Property or Project: NEC of E. Fairview Ave & N. Hickory Way _Ryan Fitzgerald (No FP) _Gregory Wilson (No FP) —Steven Yearsley (No FP) _Patrick Oliver (No FP) —Rhonda McCarvel (No FP) _Tammy de Weerd, Mayor —City Council _Sanitary Services _ Building Department/ Rick Jackson _Fire Department Police Department —City Attorney _City Public Works _City Planner —Parks Department Economic Dev. Your Concise Remarks: _ Meridian School District _Meridian Post Office _Ada County Highway District _Ada County Development Services _Central District Health —COMPASS _Nampa Meridian Irrig. District _Settlers Irrig. District _ Idaho Power Co. _ Qwest _ Intermountain Gas —Idaho Transportation Department _Ada County Ass. Land Records Downtown Projects: _Meridian Development Corp. —Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District Boise Project Board of Control/Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org FEB 2 3 2.nt L��B IDIZ IAN; Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: � ) Projectuame: 00,(7 File number(s): Assigned Planner: �tSo ,.S Related. files:-CPAQ 13 '—W? pp -(3-0 / Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Design Review ❑ Preliminary Plat ❑ Alternative Compliance ❑ Private Street ❑ Annexation and Zoning ❑ Property Boundary Adjustment ❑ Certificate of Zoning Compliance ❑ Rezone ❑ Comprehensive Plan Map Amendment ❑ Short Plat ❑ Comprehensive Plan Text Amendment ❑ Time Extension: ❑ Conditional Use Permit Director/ Commission/Council (circle one) ❑ Conditional Use Modification ❑ UDC Text Amendment Director/Commission (circle one) ❑ Vacation: ❑ Development Agreement Modification Director/ Council (circle one) 0 Final Plat ❑ Variance ❑ Final Plat Modification ❑ Other Information Applicamname: C15, LLC Applicant address: 1627 S. Orchard Street, Ste. 24 City: Boise Phone: 336-5355 Email: Jconger@congergroup.com State: ID Zip: 83705 Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned ❑� Other Developer Owner name: C4 Land, LLC Phone: 336-5355 Owner address: 1627 S. Orchard Street, Ste. 24 City: Boise Email: Jconger@congergroup.com State: ID Zip: 83705 Agent/Contact name (e.g., architect, engineer, developer, representative): Jim Conger Firm name: Conger Management Group Owner address: 1627 S. Orchard Street, Ste. 24 City: Boise Primary contact is: ❑ Applicant ❑ Owner ❑ Agent/Contact Phone: 335-5355 Email: Jconger@congergroup.com State: ID Zip: 83705 Subject Property Information Location/street address: N. Hickory Way, Meridian 83642 Township, range, section: T3N R1 Sec. 5 Assessor's parcel number(s): S1105438410 Total acreage: 5.34 Zoning district: R-15 Community Development. Planning Division. 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.ore/planning -1- (Rev. 06/12/2014) Project/subdivisionname: Solterra Subdivision No. 2 General description of proposed projecttrequest: Final plat consisting of 51 buildable and 6 common area lots on 5.34 acres in the R-15 zoning district. Proposed zoningdistrict(s): R-15 Acres of each zone proposed: 5.34 acres Type of use proposed (check all that apply): 0+ Residential 0 Office 0 Commercial 0 Employment 0 Industrial 0 Other Who will own & maintain the pressurized irrigation system in this development? Home Owners Assoc. Which irrigation district does this property lie within? NMID Primary irrigation source: Existing pump station Secondary: City Water (existing connection) Square footage of landscaped areas to be irrigated (if prinnary, or secunda ry pointer connection is City water):3,000 SF Residential Project Summary (if applicable) Number of residential units: 51 Number of building lots: 51 Number of common lots: Number of other lots: 0 Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: Minimum square footage of structure (excl. garage): Minimum property size (s.f): 3,200 SF Gross density (Per UDC ll -1A-1): 9.55 Acreage of qualified open space: 0.15 Acres 1,300 SF 4 or more bedrooms: Maximum building height: 35 feet Average property size (s.f): 3,476 SF Net density (Per UDC ll -IA -1): 12.53 Percentage of qualified open space: 2.81 % Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): 0.15 Acres of landscaped open space Amenities provided with this development (if applicable): All site amenities installed with Phase 1. Type of dwelling(s) proposed: 0+ Single-family Detached 0 Single-family Attached 0 Townhouse 0 Duplex 0 Multi -family 0 Vertically Integrated 0 Other Non-residential Project Summary (if applicable) Number of building lots: _ Gross floor area proposed: Hours of operation (days and hours): _ Total number of parking spaces provided: Authorization Print applicant name: Applicant Common lots: Other lots: Existing (if applicable): Building height: Number of compactspaces provided: Date: Z- W -IS Community Development a Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.merldiancitv.ore/planning -2- (Rev. 0611212014) February 23, 2015 1�20�E�DIOAIAI. �A1G�rJEER1I.IG Mr. Bill Parsons, Associate City Planner Meridian Planning Division 33 E. Broadway Ste. 102 Meridian, ID 83642 Re: Solterra Subdivision No. 2 — Final Plat Dear Bill, PO Box 170811 Boise, ID 83717-0811 Phone: (208) 884-8181 www.civil-innovations.com Please find enclosed final plat application package for Solterra Subdivision No. 2. This project consists of 51 single family buildable and 6 common lots on 5.34 acres in the R-15 zone. Statement of Conformance This final plat is in conformance with: (1) The uses and layout as shown on the approved preliminary plat; (2) The use requirements and provisions of the UDC; and, (3) Acceptable engineering and surveying practices and local standards. Applications/Development Agreements applicable to this application Approved Applications Development Agreement CPAM-13-002, RZ-13-015, PP -13-037 Inst. #114011562 Please let us know if you have questions or require any additional information. Sincerely, 4 14� Ben Thomas, PE Sawtooth Land Surveying, LLC P: (208) 398-8104 F: (208) 398-8105 101 Canal 5t.. Emmett. ID 83617 February 17, 2015 Boundary Legal Description A PARCEL OF LAND BEING A PORTION OF THE SWIM OF THE SEI/4 SECTION 5, T. 3 N., R. 1 E., B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A BRASS CAP MARKING THE SOUTHEAST CORNER OF SAID SECTION 5; THENCE NORTH 89048'53" WEST, COINCIDENT WITH THE SOUTH LINE OF SAID SW 1/4 OF THE SE1/4 OF SECTION 5, A DISTANCE OF 1321.91 FEET; THENCE NORTH 0°31'07" EAST, COINCIDENT WITH THE EAST LINE OF SAID SW 1/4 OF THE SE1/4 OF SECTION 5, A DISTANCE OF 685.07 FEET TO THE NORTHEAST CORNER OF SOLTERRA SUBDIVISION PHASE 1, AS SHOWN ON FILE IN BOOK 107 OF PLATS AT PAGE 14889, ADA COUNTY RECORDS, AND THE POINT OF BEGINNING; THENCE NORTH 89044'38" WEST, COINCIDENT WITH SAID NORTH LINE OF SOLTERRA SUBDIVISION PHASE 1, A DISTANCE OF 501.20 FEET; THENCE NORTH 00 15'24" EAST, COINCIDENT WITH SAID EAST LINE OF SOLTERRA SUBDIVISION PHASE 1, A DISTANCE OF 100.00 FEET; THENCE SOUTH 89044'36" EAST, COINCIDENT WITH SAID EAST LINE OF SOLTERRA SUBDIVISION PHASE 1, A DISTANCE OF 13.66 FEET; THENCE NORTH 00 15'24" EAST, COINCIDENT WITH SAID EAST LINE OF SOLTERRA SUBDIVISION PHASE 1, A DISTANCE OF 275.00 FEET; THENCE SOUTH 89044'36" EAST, COINCIDENT WITH SAID EAST LINE OF SOLTERRA SUBDIVISION PHASE 1, A DISTANCE OF 242.00 FEET; THENCE NORTH 0015'24" EAST, COINCIDENT WITH SAID EAST LINE OF SOLTERRA SUBDIVISION PHASE 1, A DISTANCE OF 41.00 FEET; THENCE SOUTH 89044'36" EAST, COINCIDENT WITH SAID EAST LINE OF SOLTERRA SUBDIVISION PHASE 1, A DISTANCE OF 2.68 FEET; THENCE NORTH 00 15'24" EAST, COINCIDENT WITH SAID EAST LINE OF SOLTERRA SUBDIVISION PHASE 1, A DISTANCE OF 154.45 FEET TO THE SOUTH LINE OF PACKARD P:\2014\14089 -CIVIL INNOVATIONS-SOLTERRA SUB 2\Drawings\Descriptions\BOUNDARY LEGAL.docx Page I1 SUBDIVISION NO. 4, AS SHOWN IN BOOK 82 OF PLATS AT PAGE 9064, ADA COUNTY RECORDS; THENCE SOUTH 8904436" EAST, COINCIDENT WITH SAID SOUTH LINE OF PACKARD SUBDIVISION NO. 4, A DISTANCE OF 245.47 FEET TO SAID EAST LINE OF THE SWIA OF THE SEI/4 OF SECTION 5; THENCE SOUTH 0031'07" WEST, COINCIDENT WITH SAID EAST LINE OF THE SW 1/4 OF THE SEI/4 OF SECTION 5, A DISTANCE OF 570.45 FEET TO THE POINT OF BEGINNING; THE ABOVE DESCRIBED PARCEL CONTAINS 5.34 ACRES, MORE OR LESS. TOGETHER WITH AND SUBJECT TO COVENANTS, EASEMENT AND RESTRICTIONS OF RECORD. 3:\2014\14089 -CIVIL INNOVATIONS-SOLTERRA SUB 2\Drawings\Descriptions\BOUNDARY LEGAL.docx 'age 12 ADA COUNTY RECORDER Christopher D. Rich AMOUNT 13.00 2 8015E IDAHO 0311704:08 PM DEPUTY Victoria Bailey Simpliffle Erdng RECORDED-REQUEST IIIIIIV VIII III III IIIIIIIIIVIIIIIII III VIII VIII OF T l tl e on e TITLEONE BOISE 114019494 e nua n eacmw ca Order No.: 13228868 Corporation Warranty Deed For value received, Capital Christian Center Incorporated, an Idaho corporation the grantor, does hereby grant, bargain, sell, and convey unto C4 Land, LLC , An Idaho Limped Liability Company whose current address is P.O. Box 1610 Eagle, ID 83616 the grantee, the following described premises, in Ada County, Idaho, to wit: A parcel of land located in the Southwest quarter of the Southeast quarter of Section 5, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, being further described as follows: Basis of Bearings: The South line of the Southeast quarter of Section 5, Township 3 North, Range 1 East, Boise Meridian, derived from found monuments and taken as North 89°48'53" West with the distance between monuments found to be 2643.98 feet. Commencing at the South quarter corner of Section 5, Township 3 North, Range 1 East, Boise Meridian; thence along the South line of the Southwest quarter of the Southeast quarter of said Section 5 South 89°48'53" East a distance of 1322.07 feet to the Southeast comer of said Southwest quarter of the Southeast quarter; thence along the East line of said Southwest quarter of the Southeast quarter North 00°31'07" East a distance of 740.42 feet to the Point of Beginning; thence leaving said East line North 89044'36" West a distance of 858.11 feet; thence South 02°0310" West a distance of 42.90 feet; thence along a curve to the right with a radius of 171.00 feet and a central angle of 29°18'55" an arc length of 87.49 feet with a chord bearing of South 16°4238" West, and a chord distance of 86.54 feet; thence South 31 °22'05" West a distance of 13.88 feet to a point on the Northerly right-of-way line of North Hickory; thence along said right-of-way line along a curve to the left with a radius of 430.00 feet and a central angle of 09°13'12" an arc length of 69.20 feet with a chord bearing of North 60°2756" West, and a chord distance of 69.12 feet; thence leaving said right-of-way and along the boundary of Dove Meadows Subdivision No.1 North 11°59'54" East a distance of 357.00 feet; thence along the boundary of Dove Meadows Subdivision No. 2 North 45052'44" East a distance of 150.00 feet; thence continuing along said boundary North 00°27'36" East a distance of 219.97 feet to the boundary of Packard Subdivision No. 4; thence along said boundary South 89°44'36" East a distance of 773.40 feet to the Southeast comer of Packard Subdivision No. 4 also being the Northeast corner of the Southwest quarter of the Southeast quarter of Section 5; thence along the East line of said Southwest quarter of the Southeast quarter South 00°31'07" West a distance of 570.45 feet to the Point of Beginning. To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, dghl(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. In witness whereof, the Grantor, pursuant to a resolution of Its Board of Directors has caused its corporate name to be hereunto subscribed. Dated: March 17, 2014 Capital Christian Center Incorporated, an Idaho corporation By:�a(:no Qom, Kenneth Wilde, President State of Idaho ) County of Ada ) On this IP day of March, 2014, before me, the undersigned, a notary public in and for said state, personally appeared Kenneth Wilde, known to me to be the President of the Corporation that executed this Instrument and the person who executed the instrument on behalf of said Corporation, and acknowledged to me that such Corporation executed the same. In witness whereof, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Nolary Public r` T! R y Residing In : Residing ae Meriritan. lda.hc ° N '• rf °; Expires: r'DRnr ice'rn t�xnirF.,+ /� ' y.• • �T,y : m t '•...�DAHO••,. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 1, C4 Land, LLC (name) Boise (city) being first duly sworn upon, oath, depose and say: 1627 S. Orchard, Ste. 24 (address) (state) That I am the record owner of the property described on the attached, and I grant my permission to: C15, LLC 1627 S. Orchard, Ste. 24, Boise ID 83705 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s), Dated this ZD 4L day of 120 /,5r' (Si a ire) SUBSCRIBED AND SWORly�+baf q me the day and year firs above written. • k (Notary Public for Idaho) pUgLtO Residingat: \--/30/-Q Z!) 4,�,r �•• •••- O r0•`r' My Commission Expires: Community Development a Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.mcridiancitv.ora/olannin¢ Rg Dm 'US ozmo C R a ��ib'' c " WLZ�HNWPS` C5 NORTH Lu CD PR JECT SITE D SOLTERRA SUBDIVISION N0.2 z • �� E. FAIRVIEW AVE. !g E. PINE AVE. D O � 1 VICINITY MAP 1"=1400' PRO ECT ,<-,2BRBLT2 SOLTERRA SUBDIVISION NO. 2 MERIDIAN, IDAHO CIVIL INNOVATIONS, PLLC P.O. BOX 170811 BOISE, ID 83717 PHONE: (208) 884-8181 www. civi 1 -innovations. cam DM FILE FILE 14-1208 OWD DESIGNED BY BT DRAWN BY BT CHECKED BY BT ISSUE DATE 211712015 SCALE 1"=1,400' SHEET 1OF1 0/011 CiW El IDIAN;--- Community Development Parcel Verification Date: 2/18/15 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Solterra Subdivision #2 Parcel Number(s): 51105438410 T/R/S: Acres: Property Owner 3N 1E 05 5.34 C4 Land, LLC P.O. Box 1610 Eagle, ID 83616 Address Verification Rev:04/23/12 9 ,t1jy 4 5 Nil; z zo Y �c N�±I1XN NnN118'rN F4 fi .Via AaVNlwll3ad NOISIAloons Vaa31903 lit .141 i ..A5 l��.•I � i33s M!;: I � � oil ot-Na v;T4;®de, iI 95a,a PRELIMINARY 1/9/2014 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: SOLTERRA SUB AGENCY and AGENCY FILE NO: Meridian SECTION/ TOWNSHIP/ RANGE: 05 3N 1E DEVELOPER: CONGER MANAGEMENT GROUP The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments, THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: E. FAIRVI MAVE ° N. HICKORY WAY" THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR APPROVAL: a E. APRICOT DR N. CHANDRA AVE' E. CLARENE DR N. JUSTIN AVE N. MARNITA AVE ' ° N. SOLTERRA WAY THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR DENIAL: THE FOLLOWING CHANCES OR CORRECTIONS ARE RECOMMENDED: 'Please change the easVwest portion of Solterra Way to E Apricot Dr. Please ensure the proper pre -directions as noted above are being used. NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE', HESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMITTOTHBCOMMITTEE. AFINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY SURVEYOR ATTIME OF RECORDING. ADA COUNTY ASSESSOR Representative I%1_LI., J Q� DATE MERIDIAN Representative DATE FIRE Representative } DATE_ ADA COUNTY HIQHWAY DIS. Representative DATE ADA COUNTY SHERIFF Representative DATE_ Q / February 18, 2015 :1ViL, wMoV,a-TtoMe pu.G PaO�E�oNA�. shl6�inlssR�AlEe City of Meridian Planning Department 33 E. Broadway Ave., Ste. 210 Meridian, ID 83642 Re: Solterra Subdivision No. 2 To Whom It May Concern: PO Box 170811 Boise, ID 83717-0811 Phone: (208) 884-8181 www.civil-innovations.com I herby certify that the finished grade street centerline elevations shown on the design plans that accompany the final plat application for the subdivision referenced above are a minimum of three feet above the highest established normal groundwater elevation. Sincerely, Ben Thomas, PE slap Check 3OLTERRA BNDRY Dperator CP Date 2/2015 'ourse Bearing 200-201 N 89044'38" W 201-202 N 00015'24" E 302-203 S 89044'36" E 203-204 N 00015'24" E 304-205 S 89044'36" E 205-206 N 00015'24" E 306-207 S 89044'36" E 207-208 N 00015'24" E ?08-209 S 89044'36" E ?09-200 S 00031'07" W ;losure error distance> ;losure Precision> 1 in 132513.881 SF%%p i. 338 Ac.%%p Mon Feb 16 10:37:38 2015 Project 14089 Time 10AM Distance PT# Northing Easting 200 713122.61 2463720.47 501.20 201 713124.85 2463219.28 100.00 202 713224.85 2463219.73 13.66 203 713224.79 2463233.39 275.00 204 713499.78 2463234.62 242.00 205 713498.70 2463476.61 41.00 206 713539.70 2463476.80 2.68 207 713539.69 2463479.48 154.45 208 713694.14 2463480.17 245.47 209 713693.04 2463725.64 570.45 200 713122.61 2463720.47 0.00000000 Error Bearing> N 90000'00" E 2145912029796.73 Total Distance Traversed> Page 1 of 1 Description 2145.91 Map Check Mon Feb 16 14:27:02 2015 ROADWAYS Operator CP Project 14089 Date 2/2015 Time 12PM Course Bearing Distance PT# Northing Easting Description 207 713539.69 2463479.48 207-279 N 00015124" E 48.00 279 713587.69 2463479.69 279-266 S 89044136" E 244.98 266 713586.59 2463724.67 266-259 S 00031107" W 48.00 259 713538.59 2463724.24 259-260 N 89044'36" W 82.76 260 713538.96 2463641.48 "URVE A=31.42 DELTA=90000100" T=20.00 EXT=8.28 260-262 S 45015124" W 28.28 262 713519.05 2463621.39 RADIUS POINT 20.00 263 713518.96 2463641.39 262-242 S 00015124" W 225.00 242 713294.05 2463620.38 :URVE A=111.53 DELTA=90000100" T=71.00 EXT=29.41 ?42-226 S 45015124" W 100.41 226 713223.37 2463549.06 RADIUS POINT 71.00 245 713294.37 2463549.38 ?26-203 N 89044136" W 315.68 203 713224.79 2463233.39 ?03-332 N 00015'24" E 42.00 332 713266.79 2463233.57 332-330 S 89044136" E 80.00 330 713266.43 2463313.57 :URVE A=31.42 DELTA=90000100" T=20.00 EXT=8.28 330-328 N 45015124" E 28.28 328 713286.34 2463333.66 tADIUS POINT 20.00 331. 713286.43 2463313.66 328-315 N 00015'24" E 213.00 315 713499.34 2463334.62 315-313 S 89044136" E 42.00 313 713499.15 2463376.62 313-305 S 00015124" W 213.00 305 713286.15 2463375.66 :URVE A=31.42 DELTA=90000100" T=20.00 EXT=8.28 305-303 S 44044136" E 28.28 303 713266.06 2463395.57 !ADIUS POINT 20.00 306 713286.06 2463395.66 303-301 S 89044136" E 153.68 301 713265.37 2463549.25 :URVE A=45.55 DELTA=90000'00" T=29.00 EXT=12.01 301-299 N 45015124" E 41.01 299 713294.24 2463578.38 tADIUS POINT 29.00 245 713294.37 2463549.38 '99-284 N 00015124" E 225.00 284 713519.24 2463579.39 :URVE A=31.42 DELTA=90°00100" T=20.00 EXT=8.28 :84-283 N 44044136" W 28.28 283 713539.33 2463559.48 :ADIOS POINT 20.00 285 713519.33 2463559.39 83-207 N 89044'36" W 80.00 207 713539.69 2463479.48 'losure error distance> 0.00000000 Error Bearing> N 90000'00" E 'losure Precision> 1 in 2295851051354.86 Total Distance Traversed> 2295.85 8730.528 SF%%p .119 Ac.%%p Page 1 of 1 Map Check L 15 BLK 1 Operator Date Course CP 2/2015 Bearing 202-210 S 89044'36" E 210-211 S 00015'24" W 211-201 N 89044'38" W 201-202 N 00015'24" E :losure error distance> '-losure Precision> 1 in 3799.991 SFS%p J.087 Ac.%%p Mon Feb 16 12:34:16 2015 Project 14089 Time 12PM Distance PT# Northing Easting 202 713224.85 2463219.73 38.00 210 713224.68 2463257.73 100.00 211 713124.68 2463257.28 38.00 201 713124.85 2463219.28 100.00 202 713224.85 2463219.73 0.00000000 Error Bearing> N 90°00100" E 275999548010.48 Total Distance Traversed> Page 1 of 1 Description 276.00 Hap Check L 16 BLK 1 operator Date -ourse CP 2/2015 Bearing 210-213 S 89044'36" E 213-212 S 00015'24" W 212-211 N 89044'38" W 211-210 N 00015'24" E '-losure error distance> :losure Precision> 1 in 3799.974 SF%%p ).087 Ac.%%p Mon Feb 16 12:35:50 2015 Project 14089 Time 12PM Distance PT# Northing Easting 210 713224.68 2463257.73 38.00 213 713224.51 2463295.72 100.00 212 713124.51 2463295.28 38.00 211 713124.68 2463257.28 100.00 210 713224.68 2463257.73 0.00000000 Error Bearing> N 90°00100" E 275998644027.59 Total Distance Traversed> Page 1 of 1 Description 276.00 Hap Check L 17 BLK 1 Dperator Date -nurse CP 2/2015 Bearing 213-214 S 89044'36" E 214-215 S 00015'24" W 215-212 N 89044'38" W 212-213 N 00015'24" E :losure error distance> :losure Precision> 1 in 3799.957 SFS%p ).087 Ac.%%p Mon Feb 16 12:36:46 2015 Project 14089 Time 12PM Distance PT# Northing Easting 213 713224.51 2463295.72 38.00 214 713224.34 2463333.72 100.00 215 713124.34 2463333.28 38.00 212 713124.51 2463295.28 100.00 213 713224.51 2463295.72 0.00000000 Error Bearing> N 90000100" E 275997740042.25 Total Distance Traversed> Page 1 of 1 Description 276.00 Map Check L 18 BLK 1 Operator Date Course CP 2/2015 Bearing 214-217 S 89044'36" E 217-216 S 00015'24" W 216-215 N 89044'38" W 215-214 N 00015'24" E Closure error distance> Closure Precision> 1 in 3799.940 SF%%p 0.087 Ac.%%p Mon Feb 16 12:38:07 2015 Project 14089 Time 122M Distance PT# Northing Easting 214 713224.34 2463333.72 38.00 217 713224.17 2463371.72 100.00 216 713124.17 2463371.28 38.00 215 713124.34 2463333.28 100.00 214 713224.34 2463333.72 0.00000000 Error Bearing> N 90°00100" E 275996836057.62 Total Distance Traversed> Page 1 of 1 Description �Ijl] Nap Check L 19 BLK 1 )perator Date ;nurse CP 2/2015 Bearing 217-218 S 89044'36" E 218-219 S 00015'24" W 219-216 N 89044'38" W 2.16-217 N 00015'24" E :losure error distance> :losure Precision> 1 in 3799.923 SF%%p ).087 Ac.%%p Mon Feb 16 12:39:03 2015 Project 14089 Time 12PM Distance PT# Northing Easting 217 713224.17 2463371.72 38.00 218 713224.00 2463409.72 100.00 219 713124.00 2463409.28 38.00 216 713124.17 2463371.28 100.00 217 713224.17 2463371.72 0.00000000 Error Bearing> N 90°00'00" E 275995932074.49 Total Distance Traversed> Page 1 of 1 Description 276.00 Map Check L 20 BLK 1 Operator CP Project Date 2/2015 Time Mon Feb 16 12:39:52 2015 14089 12PM Course Bearing Distance PT$ Northing Easting 218 713224.00 2463409.72 218-221 S 89044136" E 38.00 221 713223.83 2463447.72 221-220 S 00015124" W 100.00 220 713123.83 2463447.28 220-219 N 89044138" W 38.00 219 713124.00 2463409.28 219-218 N 00015124" E 100.00 218 713224.00 2463409.72 ::losure error distance> 0.00000000 Error Bearing> N 90000'00" E --losure Precision> 1 in 275995028090.66 Total Distance Traversed> 3799.906 SF%%p 3.087 Ac.%%p Page 1 of 1 Description 276.00 Nap Check L 21 BLK 1 Dperator Date "ourse CP 2/2015 Bearing 221-222 S 89044'36" E 222-223 S 00015'24" W 223-220 N 89044'38" W 220-221 N 00015'24" E '-losure error distance> :losure Precision> 1 in 3799.888 SF%gyp ).087 Ac.%%p Mon Feb 16 13:06:34 2015 Project 14089 Time 122M Distance PT# Northing Easting 221 713223.83 2463447.72 38.00 222 713223.66 2463485.72 100.00 223 713123.66 2463485.28 38.00 220 713123.83 2463447.28 100.00 221 713223.83 2463447.72 0.00000000 Error Bearing> N 90°00'00" E 275994124105.44 Total Distance Traversed> Page 1 of 1 Description 275.99 Map Check L 22 BLK 1 Operator Date Course CP 2/2015 Bearing 222-225 S 89044'36" E 225-224 S 00015'24" W 224-223 N 89044'38" W 223-222 N 00015'24" E :losure error distance> '-losure Precision> 1 in 3799.871 SF %p 7.087 Ac.%%p Mon Feb 16 13:07:26 2015 Project 14089 Time 12PM Distance PT# Northing Easting 222 713223.66 2463465.72 38.00 225 713223.49 2463523.72 100.00 224 713123.49 2463523.27 38.00 223 713123.66 2463485.28 100.00 222 713223.66 2463485.72 0.00000000 Error Bearing> N 90°00'00" E 275993220122.21 Total Distance Traversed> Page 1 of 1 Description 275.99 Map Check L 23 BLK 1 Operator Date Course CP 2/2015 Bearing 225-227 S 89044'36" E 227-228 S 00015'24" W 228-224 N 89044'38" W 224-225 N 00015'24" E "-losure error distance> -losure Precision> 1 in 3799.854 SF%%p 7.087 Ac.%%p Mon Feb 16 13:08:19 2015 Project 14089 Time 12PM Distance PT# Northing Easting 225 713223.49 2463523.72 38.00 227 713223.32 2463561.72 100.00 228 713123.32 2463561.27 38.00 224 713123.49 2463523.27 100.00 225 713223.49 2463523.72 0.00000000 Error Bearing> N 90000100" E 275992316138.50 Total Distance Traversed> Page 1 of 1 Description 275.99 Map Check L 24 BLK 1 Operator Date Course CP 2/2015 Bearing 227-230 S 89044'36" E 230-229 S 00015'24" W 229-228 N 89044'38" W 228-227 N 00015'24" E Closure error distance> Closure Precision> 1 in 3799.837 SF%%p 0.087 Ac.%%p Mon Feb 16 13:09:09 2015 Project 14089 Time 12PM Distance PT# Northing Easting 227 713223.32 2463561.72 38.00 230 713223.15 2463599.72 100.00 229 713123.15 2463599.27 38.00 228 713123.32 2463561.27 100.00 227 713223.32 2463561.72 0.00000000 Error Bearing> N 90000'00" E 275991412152.70 Total Distance Traversed> Page 1 of 1 Description 275.99 Map Check L 25 BLK 1 Operator Date -ourse CP 2/2015 Bearing 230-231 S 89044'36" E 231-232 S 00015'24" W 232-229 N 89044'38" W 229-230 N 00015'24" E "losure error distance> '-losure Precision> 1 in 3799.820 SF%gyp ).087 Ac. %p Mon Feb 16 13:09:57 2015 Project 14089 Time 12PM Distance PT# Northing Easting 230 713223.15 2463599.72 38.00 231 713222.98 2463637.72 100.00 232 713122.98 2463637.27 38.00 229 713123.15 2463599.27 100.00 230 713223.15 2463599.72 0.00000000 Error Bearing> N 90000100" E 275990508168.64 Total Distance Traversed> Page 1 of 1 Description 275.99 Map Check L 26 BLK 1 Operator Date Course CP 2/2015 Bearing 231-234 S 89044'36" E 234-233 S 00015'24" W 233-232 N 89044'38" W 232-231 N 00015'24" E Closure error distance> Closure Precision> 1 in 3799.802 SF%%p 0.087 Ac. %p Mon Feb 16 13:10:38 2015 Project 14089 Time 12PM Distance PT# Northing Easting 231 713222.98 2463637.72 38.00 234 713222.81 2463675.72 99.99 233 713122.81 2463675.27 38.00 232 713122.98 2463637.27 100.00 231 713222.98 2463637.72 0.00000000 Error Bearing> N 90°00100" E 275989604187.38 Total Distance Traversed> Page 1 of 1 Description 275.99 Nap Check L 27 BLK 1 Dperator Date -ourse CP 2/2015 Bearing 234-235 S 89044'36" E 235-200 S 00031'07" W 200-233 N 89044'38" W 233-234 N 00015'24" E :losure error distance> �losure Precision> 1 in 1542.802 SF%%p 7.104 Ac.%%p Mon Feb 16 13:11:23 2015 Project 14089 Time 12PM Distance PT# Northing Easting 234 713222.81 2463675.72 45.66 235 713222.60 2463721.38 100.00 200 713122.61 2463720.47 45.20 233 713122.81 2463675.27 99.99 234 713222.81 2463675.72 0.00000000 Error Bearing> N 90000100" E 290850874300.25 Total Distance Traversed> Page 1 of 1 Description 290.85 Nap Check L 28 BLK 1 Dperator CP Date 2/2015 Mon Feb 1.6 13:12:42 2015 Project 14089 Time 12PM -ourse Bearing Distance PT# Northing Easting 237 713238.16 2463592.78 237-236 S 89044136" E 128.74 236 713237.60 2463721.52 236-235 S 00031107" W 15.00 235 713222.60 2463721.38 235-226 N 89044136" W 172.32 226 713223.37 2463549.06 ;URVE A=47.01 DELTA=37055'58" T=24.40 EXT=4.08 226-237 N 71017125" E 46.15 237 713238.18 2463592.78 2ADIUS POINT 71.00 245 713294.37 2463549.38 :losure error distance> 0.00000000 Error Bearing> N 90000100" E :losure Precision> 1 in 363066497247.66 Total Distance Traversed> ?138.696 SF%%p ).049 Ac.%%p Page 1 of 1 Description 363.07 Map Check L 29 BLK 1 Operator CP Project Date 2/2015 Time Mon Feb 16 13:13:40 2015 14089 12PM Course Bearing Distance PT# Northing Easting 238 713243.15 2463598.55 238-239 S 89044136" E 123.01 239 713242.60 2463721.56 239-236 S 00031107" W 5.00 236 713237.60 2463721.52 236-237 N 89044136" W 128.74 237 713238.18 2463592.78 CURVE A=7.62 DELTA=06009108" T=3.82 EXT=0.10 237-238 N 49014'52" E 7.62 238 713243.15 2463598.55 RADIUS POINT 71.00 245 713294.37 2463549.38 Closure error distance> 0.00000000 Error Bearing> N 90000'00" E �losure Precision> 1 in 264379349400.46 Total Distance Traversed> 628.870 SF%%p 3.014 Ac.%%p Page 1 of 1 Description 264.38 Kap Check L 30 BLK 1 Dperator CP Date 2/2015 Mon Feb 16 13:15:17 2015 Project 14089 Time 12PM I ourse Bearing Distance PT# Northing Easting 241 713277.06 2463618.24 241-240 S 89044136" E 103.63 240 713276.60 2463721.87 240-239 S 00031'07" W 34.00 239 713242.60 2463721.56 239-238 N 89044'36" W 123.01 238 713243.15 2463598.55 "-URVE A=39.73 DELTA=32003143" T=20.40 EXT=2.87 238-241 N 30008127" E 39.21 241 713277.06 2463618.24 RADIUS POINT 71.00 245 713294.37 2463549.38 'losure error distance> 0.00000000 Error Bearing> N 90000100" E '-losure Precision> 1 in 300376423612.78 Total Distance Traversed> 3780.510 SFo%p ).087 Ac.%%p Page 1 of 1 Description 300.38 Map Check L 31 BLK 1 Dperator CP Project Date 2/2015 Time Mon Feb 16 13:24:28 2015 14089 12PM Course Bearing Distance PT# Northing Easting 242 713294.05 2463620.38 242-243 N 00015124" E 15.00 243 713309.05 2463620.45 243-244 S 89044136" E 101.71 244 71.3308.60 2463722.16 244-240 S 00031107" W 32.00 240 713276.60 2463721.87 240-241 N 89044136" W 103.63 241 713277.06 2463618.24 "-URVE A=17.17 DELTA=13051112" T=8.63 EXT=0.52 241-242 N 07011'00" E 17.12 242 713294.05 2463620.38 RADIUS POINT 71.00 245 713294.37 2463549.38 '-losure error distance> 0.00000000 Error Bearing> N 90°00100" E '-losure Precision> 1 in 269510782221.98 Total Distance Traversed> 3264.089 SF%%p ).075 Ac.%%p Page ]. of 1 Description 269.51 Map Check L 32 BLK 1 Operator Date Course CP 2/2015 Bearing 243-247 N 00015'24" E 247-246 S 89044'36" E 246-244 S 00031'07" W 244-243 N 89044'36" W Closure error distance> Closure Precision> 1 in 3257.136 SF%ap 0.075 Ac.%%p Mon Feb 16 13:25:17 2015 Project 14089 Time 12PM Distance PT# Northing Easting 243 713309.05 2463620.45 32.00 247 713341.05 2463620.59 101.86 246 713340.60 2463722.45 32.00 244 713308.60 2463722.16 101.71 243 713309.05 2463620.45 0.00000000 Error Bearing> N 90°00100" E 267571356676.11 Total Distance Traversed> Page 1 of 1 Description 267.57 Kap Check L 33 BLK 1 Dperator Date �ourse CP 2/2015 Bearing 247-248 N 00015'24" E 248-249 S 89044'36" E 249-246 S 00031'07" W 246-247 N 89044'36" W '-losure error distance> -losure Precision> 1 in 3261.818 SF%op ).075 Ac.%%p Mon Feb 16 13:25:58 2015 Project 14089 Time 12PM Distance PT# Northing Easting 247 713341.05 2463620.59 32.00 248 713373.05 2463620.73 102.00 249 713372.60 2463722.74 32.00 246 713340.60 2463722.45 101.86 247 713341.05 2463620.59 0.00000000 Error Bearing> N 90°00100" E 267863953467.94 Total Distance Traversed> Page 1 of 1 Description 267.86 Map Check L 34 BLK 1 Operator Date -ourse CP 2/2015 Bearing 248-251 N 00015'24" E 251-250 S 89044'36" E 250-249 S 00031'07" W 249-248 N 89044'36" W '-losure error distance> :losure Precision> 1 in 3266.499 SF%%p ).075 Ac.%%p Mon Feb 16 13:27:02 2015 Project 14089 Time 12PM Distance PT# Northing Easting 248 713373.05 2463620.73 32.00 251 713405.05 2463620.88 102.15 250 713404.60 2463723.03 32.00 249 713372.60 2463722.74 102.00 248 713373.05 2463620.73 0.00000000 Error Bearing> N 90°00100" E 268156550258.40 Total Distance Traversed> Page 1 of 1 Description Map Check L 35 BLK 1 Operator CP Date 2/2015 Mon Feb 16 13:27:46 201.5 Project 14089 Time 12PM Course Bearing Distance PT# Northing Easting 251 713405.05 2463620.88 251-252 N 00015'24" E 32.00 252 713437.05 2463621.02 252-253 S 89044136" E 102.30 253 713436.59 2463723.32 253-250 S 00031107" W 32.00 250 713404.60 2463723.03 250-251 N 89044136" W 102.15 251 713405.05 2463620.88 :losure error distance> 0.00000000 Error Bearing> N 90000'00" E -losure Precision> 1 in 268449147052.08 Total Distance Traversed> 3271.181 SF%op 3.075 Ac.%%p Page 1 of 1 Description 268.45 Map Check L 36 BLK 1 Operator Date Course CP 2/2015 Bearing 252-255 N 00015'24" E 255-254 S 89044'36" E 254-253 S 00031'07" W 253-252 N 89044'36" W Zlosure error distance> -losure Precision> 1 in 3275.863 SF%%p 0.075 Ac.%%p Mon Feb 16 13:28:26 2015 Project 14089 Time 12PM Distance PT# Northing Easting 252 713437.05 2463621.02 32.00 255 713469.05 2463621.16 102.44 254 713468.59 2463723.61 32.00 253 713436.59 2463723.32 102.30 252 713437.05 2463621.02 0.00000000 Error Bearing> N 90°00100" E 268741743842.86 Total Distance Traversed> Page 1 of 1 Description 268.74 Map Check L 37 BLK 1 Operator Date Course CP 2/2015 Bearing 255-256 N 00015'24" E 256-257 S 89044'36" E 257-254 S 00031'07" W 254-255 N 89044'36" W Closure error distance> Closure Precision> 1 in 3280.544 SFs%p 0.075 Ac.%%p Mon Feb 16 13:29:02 2015 Project 14089 Time 12PM Distance PT# Northing Easting 255 713469.05 2463621.16 32.00 256 713501.05 2463621.31 102.59 257 713500.59 2463723.90 32.00 254 713468.59 2463723.61 102.44 255 713469.05 2463621.16 0.00000000 Error Bearing> N 90000100" E 269034340632.84 Total Distance Traversed> Page 1 of 1 Description 269.03 Map Check L 38 BLK 1 Operator CP Project Date 2/2015 Time Mon Feb 16 13:30:24 2015 14089 12PM Course Bearing Distance PT# Northing Easting 261 713533.03 2463627.17 261-258 S 89044136" E 97.02 258 713532.59 2463724.19 258-257 S 00031107" W 32.00 257 713500.59 2463723.90 257-256 N 89044136" W 102.59 256 713501.05 2463621.31 256-262 N 00015124" E 18.00 262 713519.05 2463621.39 CURVE A=15.51 DELTA=44025137" T=8.17 EXT=1.60 262-261 N 22028113" E 15.12 261 713533.03 2463627.17 RADIUS POINT 20.00 263 713518.96 2463641.39 -losure error distance> 0.00000000 Error Bearing> N 90°00100" E Closure Precision> 1 in 265117744214.09 Total Distance Traversed> 3260.285 SF%%p 0.075 Ac.%gyp Page 1 of 1 Description 265.12 Map Check L 39 BLK 1 Operator CP Date 2/2015 Mon Feb 16 13:31:13 2015 Project 14089 Time 12PM course Bearing Distance PT# Northing Easting 260 713538.96 2463641.48 260-259 S 89044136" E 82.76 259 713538.59 2463724.24 259-258 S 00031107" W 6.00 258 713532.59 2463724.19 258-261 N 89044136" W 97.02 261 713533.03 2463627.17 -URVE A=15.91 DELTA=45034'23" T=8.40 EXT=1.69 261-260 N 67028113" E 15.49 260 713538.96 2463641.48 3ADIUS POINT 20.00 263 713518.96 2463641.39 3losure error distance> 0.00000000 Error Bearing> N 90000'00" E '-losure Precision> 1 in 201691228513.41 Total Distance Traversed> 555.601 SF%%p ).013 Ac.s%p Page 1 of 1 Description 201.69 Kap Check L. 28 BLK Z Dperator Date -nurse CP 2/2015 Bearing 279-208 N 00015'24" E 208-277 S 89044'36" E 277-278 S 00015'24" W 278-279 N 89044'36" W '-losure error distance> ;losure Precision> 1 in 3619.300 SF%%p ).083 Ac.%gyp Mon Feb 16 13:33:53 2015 Project 14089 Time 12PM Distance PT# Northing Easting 279 713587.69 2463479.69 106.45 208 713694.14 2463480.17 34.00 277 713693.98 2463514.17 106.45 278 713587.54 2463513.69 34.00 279 713587.69 2463479.69 0.00000000 Error Bearing> N 90000100" E 280900000000.27 Total Distance Traversed> Page 1 of 1 Description Map Check L 29 BLK2 Operator Date Course CP 2/2015 Bearing 278-277 N 00015'24" E 277-276 S 89044'36" E 276-275 S 00015'24" W 275-278 N 89044'36" W Closure error distance> Closure Precision> 1 in 3406.400 SF%%p 0.078 Ac.%%p Mon Feb 16 13:34:30 2015 Project 14089 Time 12PM Distance PT# Northing Easting 278 713587.54 2463513.69 106.45 277 713693.98 2463514.17 32.00 276 713693.84 2463546.17 106.45 275 713587.39 2463545.69 32.00 278 713587.54 2463513.69 0.00000000 Error Bearing> N 90000100" E 276899999998.90 Total Distance Traversed> Page 1 of. 1 Description 276.90 Map Check L 30 BLK 2 Operator Date Course CP 2/2015 Bearing 275-276 N 00015'24" E 276-273 S 89044'36" E 273-274 S 00015'24" W 274-275 N 89044'36" W ::losure error distance> '-losure Precision> 1 in 3619.300 SF%gyp D.083 Ac.%%p Mon Feb 16 13:35:37 2015 Project 14089 Time 12PM Distance PT# Northing Easting 275 713587.39 2463545.69 106.45 276 713693.84 2463546.17 34.00 273 713693.69 2463580.17 106.45 274 713587.24 2463579.69 34.00 275 713587.39 2463545.69 0.00000000 Error Bearing> N 90000'00" E 280900000002.48 Total Distance Traversed> Page 1 of 1 Description :1 •1 Map Check L 31 BLK Z Operator Date Course CP 2/2015 Bearing 274-273 N 00015'24" E 273-272 S 89°44'36" E 272-271 S 00015'24" W 271-274 N 89044'36" W Closure error distance> Closure Precision> 1 in 3406.400 SF%%p 0.078 Ac.%%p Mon Feb 16 13:36:28 2015 Project 14089 Time 12PM Distance PT# Northing Easting 274 713587.24 2463579.69 106.45 273 713693.69 2463580.17 32.00 272 713693.55 2463612.17 106.45 271 713587.10 2463611.69 32.00 274 713587.24 2463579.69 0.00000000 Error Bearing> N 90000100" E 276899999999.37 Total Distance Traversed> Page 1 of 1 Description 276.90 Map Check L 32 BLK 2 Operator Date Course CP 2/2015 Bearing 271-272 N 00015'24" E 272-269 S 89044'36" E 269-270 S 00015'24" W 270-271 N 89°44'36" W Closure error distance> Closure Precision> 1 in 3619.300 SF%%p 0.083 Ac.%%p Mon Feb 16 13:37:11 2015 Project 14089 Time 12PM Distance PT$ Northing Easting 271 713587.10 2463611.69 106.45 272 713693.55 2463612.17 34.00 269 713693.39 2463646.17 106.45 270 713586.94 2463645.69 34.00 271 713587.10 2463611.69 0.00000000 Error Bearing> N 90°00100" E 280900000000.97 Total Distance Traversed> Page 1 of 1 Description Map Check L 33 BLK 2 Operator Date Course CP 2/2015 Bearing 270-269 N 00015'24" E 269-268 S 89044'36" E 268-267 S 00015'24" W 267-270 N 89044'36" W '-losure error distance> �losure Precision> 1 in 3406.400 SF%%p x.078 Ac.%%p Mon Feb 16 13:38:33 2015 Project 14089 Time 12PM Distance PT# Northing Easting 270 713586.94 2463645.69 106.45 269 713693.39 2463646.17 32.00 268 713693.25 2463678.17 106,45 267 713586.80 2463677.69 32.00 270 713586.94 2463645.69 0.00000000 Error Bearing> N 90°00100" E 276899999997.74 Total Distance Traversed> Page 1 of 1 Description 276.90 yap Check L 34 BLK 2 Dperator Date -ourse CP 2/2015 Bearing 267-268 N 00015'24" E 268-209 S 89044'36" E 209-266 S 00031'07" W 266-267 N 89044'36" W :losure error distance> losure Precision> 1 in 5027.278 SF%%p ).115 Ac.%%p Mon Feb 16 13:39:19 2015 Project 14089 Time 12PM Distance PT# Northing Easting 267 713586.80 2463677.69 106.45 268 713693.25 2463678.17 47.47 209 713693.04 2463725.64 106.45 266 713586.59 2463724.67 46.98 267 713586.80 2463677.69 0.00000000 Error Bearing> N 90000'00" E 307354441723.66 Total Distance Traversed> Page 1 of 1 Description 307.35 Map Check L 12 BLK 3 Operator Date Course CP 2/2015 Bearing 317-204 N 00015'24" E 204-315 S 89044'36" E 315-316 S 00015'24" W 316-317 N 89044'36" W --losure error distance> "-losure Precision> 1 in 3200.000 SF%%p 3.073 Ac.%%p Mon Feb 16 13:49:42 2015 Project 14089 Time 12PM Distance PT# Northing Easting 317 713467.78 2463234.47 32.00 204 713499.78 2463234.62 100.00 315 713499.34 2463334.62 32.00 316 713467.34 2463334.47 100.00 317 713467.78 2463234.47 0.00000000 Error Bearing> N 90000100" E 264000000000.44 Total Distance Traversed> Page 1 of 1 Description 264.00 Map Check L 13 BLK 3 Operator CP Project Date 2/2015 Time Mon Feb 16 13:49:04 2015 14089 12 PM Course Bearing Distance PT# Northing Easting 318 713435.79 2463234.33 318-317 N 00015124" E 32.00 317 713467.78 2463234.47 317-316 S 89044136" E 100.00 316 713467.34 2463334.47 316-319 S 00015124" W 32.00 319 713435.34 2463334.33 319-318 N 89044136" W 100.00 318 713435.79 2463234.33 Closure error distance> 0.00000000 Error Bearing> N 90000100" E Closure Precision> 1 in 263999999999.74 Total Distance Traversed> 3200.000 SF%%p 9.073 Ac.%gyp Page 1 of 1 Description 264.00 Map Check L 14 BLK 3 Operator Date Course CP 2/2015 Bearing 321-318 N 00015'24" E 318-319 S 89044'36" E 319-320 S 00015'24" W 320-321 N 89044'36" W Closure error di.stance> Closure Precision> 1 in 3200.000 SF%%p 0.073 Ac.%%p Mon Feb 16 13:48:27 2015 Project 14089 Time 12PM Distance PT# Northing Easting 321 713403.79 2463234.19 32.00 318 713435.79 2463234.33 100.00 319 713435.34 2463334.33 32.00 320 713403.34 2463334.19 100.00 321 713403.79 2463234.19 0.00000000 Error Bearing> N 90000100" E 263999999999.86 Total Distance Traversed> Page 1 of 1 Description 264.00 Kap Check L 15 BLK 3 Dperator Date -ourse CP 2/2015 Bearing 322-321 N 00015'24" E 321-320 S 89044'36" E 320-323 S 00015'24" W 323-322 N 89044'36" W :losure error distance> '-losure Precision> 1 in 3200.000 SF%%p ).073 Ac.%gyp Mon Feb 16 13:47:47 2015 Project 14089 Time 12PM Distance PT# Northing Easting 322 713371.79 2463234.04 32.00 321 713403.79 2463234.19 100.00 320 713403.34 2463334.19 32.00 323 713371.34 2463334.04 100.00 322 713371.79 2463234.04 0.00000000 Error Bearing> N 90°00100" E 263999999999.16 Total Distance Traversed> Page 1 of 1 Description 264.00 Map Check L 16 BLK 3 Operator Date Course CP 2/2015 Bearing 325-322 N 00015'24" E 322-323 S 89044'36" E 323-324 S 00015'24" W 324-325 N 89044'36" W -'losure error di.stance> "-losure Precision> 1 in 3200.000 SF%%p ).073 Ac.%%p Mon Feb 16 13:46:59 2015 Project 14089 Time 12PM Distance PT# Northing Easting 325 713339.79 2463233.90 32.00 322 713371.79 2463234.04 100.00 323 713371.34 2463334.04 32.00 324 713339.34 2463333.90 100.00 325 713339.79 2463233.90 0.00000000 Error Bearing> N 90000'00" E 263999999999.16 Total Distance Traversed> Page 1 of 1 Description 264.00 Map Check L 17 SLK 3 Operator Date Course CP 2/2015 Bearing 326-325 N 00015'24" E 325-324 S 89044'36" E 324-327 S 00015'24" W 327-326 N 89044'36" W Closure error distance> -losure Precision> 1 in 3200.000 SF%% -p 0.073 Ac.%%p Mon Feb 16 13:46:20 2015 Project 14089 Time 12PM Distance PT# Northing Easting 326 713307.79 2463233.76 32.00 325 713339.79 2463233.90 100.00 324 713339.34 2463333.90 32.00 327 713307.34 2463333.76 100.00 326 713307.79 2463233.76 0.00000000 Error Bearing> N 90000100" E 263999999999.16 Total Distance Traversed> Page 1 of 1 Description 264.00 Map Check L 18 BLK 3 3perator CP Project Date 2/2015 Time Mon Feb 16 13:45:19 2015 14089 12PM -ourse Bearing Distance PT# Northing Easting 333 713275.79 2463233.61 333-326 N 00015124" E 32.00 326 713307.79 2463233.76 326-327 S 89044136" E 100.00 327 713307.34 2463333.76 327-328 S 00015124" W 21.00 328 713286.34 2463333.66 -URVE A=11.65 DELTA=33022'01" T=5.99 EXT=0.88 328-329 S 16056125" W 11.48 329 713275.35 2463330.32 2ADIUS POINT 20.00 331 713286.43 2463313.66 329-333 N 89044'36" W 96.70 333 713275.79 2463233.61 'losure error distance> 0.00000000 Error Bearing> N 90000'00" E :losure Precision> 1 in 261350577846.29 Total Distance Traversed> 3188.341 SF%%p ).073 Ac.%%p Page 1 of 1 Description 261.35 Map Check L 19 BLK 3 Operator CP Project Date 2/2015 Time Mon Feb 16 13:43:27 2015 14089 12PM Course Bearing Distance PT# Northing Easting 330 713266.43 2463313.57 330-332 N 89044136" W 80.00 332 713266.79 2463233.57 332-333 N 00015'24" E 9.00 333 713275.79 2463233.61 333-329 S 89044136" E 96.70 329 713275.35 2463330.32 CURVE A=19.77 DELTA=56037159" T=10.78 EXT=2.72 329-330 S 61056125" W 18.97 330 713266.43 2463313.57 RADIUS POINT 20.00 33.1 713286.43 2463313.66 Closure error distance> 0.00000000 Error Bearing> N 90000'00" E Closure Precision> 1 in 205471934866.72 Total Distance Traversed> 825,818 SF%gip 0.019 Ac.%%p Page 1 of 1 Description 205.47 Map Check L 3 BLK 4 Operator Date Course CP 2/2015 Bearing 313-205 S 89044'36" E 205-288 S 00015'24" W 288-312 N 89044'36" W 312-313 N 00015'24" E Closure error distance> Closure Precision> 1 in 3200.000 SF%%p 7.073 Ac.%%p Mon Feb 16 14:02:36 2015 Project 14089 Time 12PM Distance PT# Northing Easting 313 713499.15 2463376.62 100.00 205 713498.70 2463476.61 32.00 288 713466.70 2463476.47 100.00 312 713467.15 2463376.47 32.00 313 713499.15 2463376.62 0.00000000 Error Bearing> N 90°00100" E 264000000000.32 Total Distance Traversed> Page 1 of 1 Description 264.00 Map Check L 4 BLK 4 Operator Date Course CP 2/2015 Bearing 312-288 S 89644'36" E 288-289 S 00015'24" W 289-311 N 89044'36" W 311-312 N 00015'24" E Closure error distance> Closure Precision> 1 in 3200.000 SF%%p 0.073 Ac.%%p Mon Feb 16 14:03:23 2015 Project 14089 Time 12PM Distance PT# Northing Easting 312 713467.15 2463376.47 100.00 288 713466.70 2463476.47 32.00 289 713434.70 2463476.33 100.00 311 713435.15 2463376.33 32.00 312 713467.15 2463376.47 0.00000000 Error Bearing> N 90°00100" E 264000000000.56 Total Distance Traversed> Page 1 of 1 Description Map Check L 5 BLK 4 Operator Date Course CP 2/2015 Bearing 311-289 S 89044'36" E 289-292 S 00015'24" W 292-310 N 89°44'36" W 310-311 N 00015'24" E -losure error distance> --losure Precision> 1 in 3200.000 SF%%p x.073 Ac.%%p Mon Feb 16 14:04:01 2015 Project 14089 Time 12PM Distance PT# Northing Easting 311 713435.15 2463376.33 100.00 289 713434.70 2463476.33 32.00 292 713402.70 2463476.18 100.00 310 713403.15 2463376.19 32.00 311 713435.15 2463376.33 0.00000000 Error Bearing> N 90000100" E 264000000000.90 Total Distance Traversed> Page 1 of 1 Description 264.00 Map Check L 6 BLK 4 Operator Date Course CP 2/2015 Bearing 31.0-292 S 89044'36" E 292-293 S 00015'24" W 293-309 N 89044'36" W 309-310 N 00015'24" E Closure error distance> Closure Precision> 1 in 3200.000 SF%%p 0.073 Ac.%%p Mon Feb 16 14:04:36 2015 Project 14089 Time 12PM Distance PT# Northing Easting 310 713403.15 2463376.19 100.00 292 713402.70 2463476.18 32.00 293 713370.70 2463476.04 100.00 309 713371.15 2463376.04 32.00 310 713403.15 2463376.19 0.00000000 Error Bearing> N 90000100" E 263999999999.98 Total Distance Traversed> Page 1 of 1 Description 264.00 Map Check L 7 SLK 4 Operator Date Course CP 2/2015 Bearing 309-293 S 89044'36" E 293-296 S 00015'24" W 296-308 N 89044'36" W 308-309 N 00015'24" E Closure error distance> -losure Precision> 1 in 3200.000 SF%%p D.073 Ac.%gyp Mon Feb 16 14;05:27 2015 Project 14089 Time 12PM Distance PT# Northing Easting 309 713371.15 2463376.04 100.00 293 713370.70 2463476.04 32.00 296 713338.70 2463475.90 100.00 308 713339.15 2463375.90 32.00 309 713371.15 2463376.04 0.00000000 Error Bearing> N 90000'00" E 264000000000.55 Total Distance Traversed> Page 1 of 1 Description A 1$ Map Check L 8 BLK 4 Operator Date Course CP 2/2015 Bearing 308-296 S 89044'36" E 296-297 S 00015'24" W 297-307 N 89044'36" W 307-308 N 00015'24" E Closure error distance> Closure Precision> 1 in 3200.000 SF%%p 0.073 Ac.o%p Mon Feb 16 14:06:04 2015 Project 14089 Time 12PM Distance PT# Northing Easting 308 713339.15 2463375.90 100.00 296 713338.70 2463475.90 32.00 297 713306.70 2463475.75 100.00 307 713307.15 2463375.76 32.00 308 713339.15 2463375.90 0.00000000 Error Bearing> N 90°00100" E 264000000000.56 Total Distance Traversed> Page 1 of 1 Description W1919fro Map Check L 9 BLK 4 Operator CP Project Date 2/2015 Time Mon Feb 16 14:06:58 2015 14089 12PM course Bearing Distance PT# Northing Easting 307 713307.15 2463375.76 307-297 S 89044136" E 100.00 297 713306.70 2463475.75 297-302 S 00015124" W 32.00 302 713274.70 2463475.61 302-304 N 89044'36" W 96.70 304 713275.14 2463378.91 CURVE A=11.65 DELTA=33022'01" T=5.99 EXT=0.88 304-305 N 16025'37" W 11.48 305 713286.15 2463375.66 RADIUS POINT 20.00 306 713286.06 2463395.66 305-307 N 00015124" E 21.00 307 713307.15 2463375.76 Closure error distance> 0.00000000 Error Bearing> N 90000'00" E :losure Precision> 1 in 261350577845.57 Total Distance Traversed> 3188.341 SFS%p ).073 Ac.%%p Page 1 of 1 Description 261.35 Map Check L 10 BLK 4 Operator CP Date 2/2015 Mon Feb 16 14:08:16 2015 Project 14089 Time 12PM Course Bearing Distance PT# Northing Easting 304 713275.14 2463378.91 304-302 S 89044136" E 96.70 302 713274.70 2463475.61 302-300 S 89044136" E 94.68 300 713274.28 2463570.29 ]URVE A=23.48 DELTA=46023150" T=12.43 EXT=2.55 300-301 S 67003129" W 22.85 301 713265.37 2463549.25 RADIUS POINT 29.00 245 713294.37 2463549.38 301-303 N 89044136" W 153.68 303 713266.06 2463395.57 "-URVE A=19.77 DELTA=56037159" T=10.78 EXT=2.72 303-304 N 61025137" W 18.97 304 713275.14 2463378.91 RADIUS POINT 20.00 306 713286.06 2463395.66 �losure error distance> 0.00000000 Error Bearing> N 90000'00" E '-losure Precision> 1 in 388315658475.14 Total Distance Traversed> L619.452 SF%%p ).037 Ac.%%p Page 1 of 1 Description 368.32 4ap Check 11 BLK 4 )perator CP )ate 2/2015 Mon Feb 16 14:09:05 2015 Project 14089 Time 12PM '-ourse Bearing Distance PT# Northing Easting 300 713274.28 2463570.29 300-302 N 89044136" W 94.68 302 713274.70 2463475.61 302-297 N 00015124" E 32.00 297 713306.70 2463475.75 ?97-298 S 89044136" E 102.68 298 713306.24 2463578.43 ?98-299 S 00015124" W 12.00 299 713294.24 2463578.38 ,URVE A=22.07 DELTA=43036110" T=11.60 EXT=2,23 ?99-300 S 22°03'29" W 21.54 300 713274.28 2463570.29 tADIUS POINT 29.00 245 713294.37 2463549.38 :losure error distance> 0.00000000 Error Bearing> N 90000100" E ;losure Precision> 1 in 263429369875.99 Total Distance Traversed> 1235.766 SF%%p ).074 Ac.%%p Page 1 of 1 Description 263.43 Map Check L 12 SLK 4 Operator Date Course CP 2/2015 Bearing 297-296 N 0015'24" E 296-295 S 89044'36" E 295-298 5 00015'24" W 298-297 N 89044'36" W Closure error distance> Closure Precision> 1 in 3285.760 SF%%p 0.075 Ac.%%p Mon Feb 16 14:09:48 2015 Project 14089 Time 12PM Distance PT# Northing Easting 297 713306.70 2463475.75 32.00 296 713338.70 2463475.90 102.68 295 713338.24 2463578.58 32.00 298 713306.24 2463578.43 102.68 297 713306.70 2463475.75 0.00000000 Error Bearing> N 90°00100" E 269360000001.01 Total Distance Traversed> Page 1 of 1 Description 269.36 Map Check L 13 BLK 4 Operator Date Course CP 2/2015 Bearing 296-293 N 00015'24" E 293-294 S 89044'36" E 294-295 5 00015'24" W 295-296 N 89044'36" W Closure error distance> Closure Precision> 1 in 3285.760 SF%%p 0.075 Ac.%%p Mon Feb 16 14:10:30 2015 Project 14089 Time 12PM Distance PT# Northing Easting 296 713338.70 2463475.90 32.00 293 713370.70 2463476.04 102.68 294 713370.24 2463578.72 32.00 295 713338.24 2463578.58 102.68 296 713338.70 2463475.90 0.00000000 Error Bearing> N 90000100" E 269360000000.90 Total Distance Traversed> Page 1 of 1 Description 269.36 Map Check L 14 BLK 4 Operator Date Course CP 2/2015 Bearing 293-292 N 00015'24" E 292-291 S 89044'36" E 291-294 S 00015'24" W 294-293 N 89044'36" W Closure error distance> Closure Precision> 1 in 3285.760 SF%%p 0.075 Ac.%%p Mon Feb 16 14:11:08 2015 Project 14089 Time 12PM Distance PT# Northing Easting 293 713370.70 2463476.04 32.00 292 713402.70 2463476.18 102.68 291 713402.24 2463578.86 32.00 294 713370.24 2463578.72 102.68 293 713370.70 2463476.04 0.00000000 Error Bearing> N 90°00'00" E 269360000001.72 Total Distance Traversed> Page 1 of 1 Description 269.36 Map Check L 15 BLK 4 Operator Date Course CP 2/2015 Bearing 292-289 N 00015'24" E 289-290 S 89044'36" E 290-291 S 00015'24" W 291-292 N 89044'36" W Closure error distance> Closure Precision> 1 in 3285.760 SF%gip 0.075 Ac.%%p Mon Feb 16 14:12:25 2015 Project 14089 Time 12PM Distance PT# Northing Easting 292 713402.70 2463476.18 32.00 289 713434.70 2463476.33 102.68 290 713434.24 2463579.01 32.00 291 713402.24 2463578.86 102.68 292 713402.70 2463476.18 0.00000000 Error Bearing> N 90000'00" E 269360000001.60 Total Distance Traversed> Page 1 of 1 Description 269.36 Map Check L 16 BLK 4 Operator CP Date 2/2015 Mon Feb 16 14:20:33 2015 Project 14089 Time 12PM course Bearing Distance PT# Northing Easting 289 713434.70 2463476.33 289-288 N 00015124" E 32.00 288 713466.70 2463476.47 288-287 S 89044'36" E 102.68 287 713466.24 2463579.15 287-290 S 00015124" W 32.00 290 713434.24 2463579.01 290-289 N 89044136" W 102.68 289 713434.70 2463476.33 closure error distance> 0.00000000 Error Bearing> N 90000100" E closure Precision> 1 in 269360000000.44 Total Distance Traversed> 3285.760 SF%%p D.075 Ac.%%p Page 1 of 1 Description 269.36 14ap Check L 17 BLK 4 Operator CP Date 2/2015 Oourse Bearing 288-205 N 00015'24" E 205-286 S 89044'36" E 286-287 S 00015'24" W 287-288 N 89044'36" W 'losure error distance> :losure Precision> 1 in 3285.760 SFS%p ).075 Ac.%%p Mon Feb 16 14:21:12 2015 Project 14089 Time 12PM Distance PT# Northing Easting Description 288 713466.70 2463476.47 32.00 205 713498.70 2463476.61 102.68 286 713498.24 2463579.29 32.00 287 713466.24 2463579.15 102.68 288 713466.70 2463476.47 0.00000000 Error Bearing> N 90°00'00" E 269359999999.50 Total Distance Traversed> 269.36 Page 1 of 1 Map Check L 18 BLK 4 Operator CP Date 2/2015 Mon Feb 16 14:22:21 2015 Project 14089 Time 12PM Course Bearing Distance PT# Northing Easting 205 713498.70 2463476.61 205-281 N 00015124" E 32.00 281 713530.70 2463476.76 281-282 S 89044136" E 99.38 282 713530.26 2463576.14 CURVE A=11.65 DELTA=33022'01" T=5.99 EXT=0.88 282-284 S 16025137" E 11.48 284 713519.24 2463579.39 RADIUS POINT 20.00 285 713519,33 2463559.39 284-286 S 00015124" W 21.00 286 713498.24 2463579.29 286-205 N 89044'36" W 102.68 205 713498.70 2463476.61 Zlosure error distance> 0.00000000 Error Bearing> N 90000'00" E -losure Precision> 1 in 266710577847.26 Total Distance Traversed> 3274.101 SF%%p 3.075 Ac.%gyp Page 1 of 1 Description 266.71 Map Check L 19 BLK 4 Operator CP Date 2/2015 Mon Feb 16 14:23:23 2015 Project 14089 Time 12PM Course Bearing Distance PT# Northing Easting 281 713530.70 2463476.76 281-206 N 00015124" E 9.00 206 713539.70 2463476.80 206-283 S 89044136" E 82.68 283 713539.33 2463559.48 CURVE A=19.77 DELTA=56037'59" T=10.78 EXT=2.72 283-282 S 61025'37" E 18.97 282 713530.26 2463576.14 RADIUS POINT 20.00 285 713519.33 2463559.39 282-281 N 89044136" W 99.38 281 713530.70 2463476.76 Closure error distance> 0.00000000 Error Bearing> N 90000'00" E Closure Precision> 1 in 210831934869.74 Total Distance Traversed> 349.938 SF%%p 3.020 Ac.%%p Page 1 of 1 Description 210.83 y S VgR p' g H w g$ HAgoo W z36 o 4, O US 8z3zzz ° N wn xw 2w�so�i 5 w1 p� 'o o & Gy� i ozfoFa om 'm Cl ik'3z 'i° 03 s •'$< IN a € g o So By6# z� Yyl u'�1 2 wg aj5$j<gg F WWw °a ° ow ° -06 yL m �xw n y N y i°. u Q0 8 E 3 �Fzu<gwza wi rcn° I 1 W O_ Z ♦ WW w NX }K6 [[ y�F1Jl 3 Wj2 UZ V FW r11Fu W ° _ €6a i 1 N 6F < fKi Nn�° €J� 5 of 2 itU goo g _� 1 s`�Ffw� ONi F v �a g ul' Y °'� z°"Eo za $ 3 8 a�HIM -1 qi'ry � wi if gw ° g�Q' I I � ® O ® • .4 °d' j$lw u a ^ o y mo <W8 ; 1$1 is 5 ° w° $ koS� "ez1rc� --d d N `� "a ° "W-,Nw wo 3= bW3 1 I I i=w5 Y a$ s w 8 $ a:-- ou owe zd w W3�mzulLL Zig , W oA ;g;gago gg o §8 N<wzr'�up9i rF i F� w LL}WQu y e3oo z.o<�e+ o ag ''' yK' ww3� zse3 aoa y�� oo °a w a om o MirWa � wW w W°°- 8 °gu$o� $yuopr 3`00 uy of o x:wg'y e m yy Rw of ?0 2 3 s3 o€�adb H. -- it wzw mor hlw m e HIM "d -g � W &f�M Sg 4rc e� q�g $ 3si°� u=IM �a gR g o o - >k'�Nzwi a- 1w : 3ax $ x IP. Pimp wNO<0�'onwo no a .t � m i�3$< ��'a° i$ �w _ �:�g �d�+wd t RB�Rl��g�{ k ,SY'OLS M.LO,IfAS Le,� m'I rtl WZC ,WZC pliC C ,W' ,W'K ',Lb-Zf ,(p' Lb'K mYpl 3 ,LO,IfA N n R. R e R m RI{; R• R� H e '• R? �k .m'ao1 M.K.91a s,,�1 Z— Nim m z _ ;ma91 M.r2na s I Ua R 3 m /mn1 .mzr .mum .mzr� .mzc .mzr2 .mzs I eu m. .Q W 8 .rim1 M,rzNar 8 �� F 'n Ba 8 R 81 NUO m Y .rox9z anrWwNNx M•rzslns �� LL (� LL 0¢ �Wra .6I9JIryM.1[SIaS .m YI 4 `_'IZ .m'Z[ .mgr .Mz[ .(tltr .WK .m"ZC I y(J ru q SZ) _❑ Aal �4a n m m 9 n 2� ^ m m I .m'ml M.K.91a9 'Ryy _ 0 W a Qr� W O N-_.Sr'9ol arrz mvz �Z< m.m'Lr .Ws m'zr .m'Zr .m'zc .mn .WZC - 'g .mYg1 M'.Izsla s _.6L.SIAgqN 3.iZ,S1A .m'IZL M im K $ g ry b�R .00 l4 �j ry SH{3JW/01MSH � ,2i r g g 8 g $ g g? I 41 1 i 'r� rn� St3S1M V6K9/illW u -lag g 8 s i g g 8 oen $IR qtr a n m� e W O u! � F- $h�an�^NH^m °1��0 � '^N 8 .mriz M.rzsws _ .mml M.rzslas rq k'p J K1L cS3n�ay0m�oi sS=Kvi�rvn^o'�.nmo mrLl su�.=_—_ __ ___� g - Srm e8 O N^•.NN•. •. •-•. NN�•-h.-✓Jq E .arKZ Y.✓NNFION M.rZ 51A5 q y n m � .mLIL M . Z,SIa S � V1 Q(O yWWWWWW333333W WW WWryWry OW WYWYff 9SYL1'WI.mZr ,mA 'm L[ 'm Z[ 'mZC 'ml[ mrC .m'pll M,IZ$1-0S qr F NNN VMMNNr1��ryN�VNNNWNar m� el 8 8 8 8 8 8 m S^ ^ r� VINVNNN bb �I �pl�N�l�•-p m p•y.Nh YSN S.rL f.^N ,ryyNph NQII,�WbY!^N+q ^bVNim�N'l'i�NOyf� 'q {g 3 3 3 •j 3 3 ? 3`n_I3i .m'ml M.rL.S1A5 f'S222 NNNN2N22NN 222222222 NI& gain 'm °R = ^ R =m °meg R '^� 3 S t 3 Sn Sea 1 y ' &- $ I mro1 M.rLslasI, 0888�S8O88�{88°1 11 8888q8p8p888888zcmzr ^.mz: �,m'a y4mzrmzr mar I'1 m'1 RWNrvfl WWWWNWNNNN^h^ ^� RI .ao'sLr 3.rzslA x � s� 3 mM,w NJW <eS�BSh R 8 ^8 A8od 3mpnWlnoB8 Shod KR is 1A y R �7, O• -NN Yh01�gy - Vop G$SBuosRB'ou'o'ouu'u'nuu�i'la WI A�� EKE °ap ypof= a p. � M. anyw �g=g M' wKK w 'o W2 W 6 w� 9 O J ° pp = of ZZZV p o��j yi8 ° F Po U 6tt pU'F6 gg��pp i rc M -H S o^gllid6 °aa a z as„ e �A. iw3aZw�i -o 0a W F roti NE py Fw S Z = N o Anil€LL 0 wwLL °o g 0 U aao (W(�� {3O] w i €Iw a£paGG F §°u CioO V) 6 N 1°] O�"NU H p 3m�°aU v = 3¢na T Z m Q 0 a ' o 0wa: 0e 3 iso 3 0 0 rig i p� ao „ m yes � �'- e s m w w sm w w 0 0 0 w 0 w_ Sao € s 3 ads �0 3 w w� sFLLb a 0p €wa € € €tea �w €^ w° ao€o o o°s o o o 3€ o �e " W _ o� _ a i� o.� oGa iw V 8.`q 8" - $e 8p gp ge 8 gra p ob rci b 1w -- O �w b'Y Qo iz° a op 3w uS po LLu H is « ',3 � w 30 :$ «z C 'Oo m R �i°z Y� rw:w o mu .$° ° F� �0. w Q a oa p%w m w m z °O €o �wwz € u oyw �' �` w �� wx w0 w wm wKaa s v oG i onbo ou &'0 50o nn d$ of o„a- ° Z£ tw Z3 yEn �w Opo Zp iF ZZ 63 S6 Z� Zb< za Zb <G ZQ ZN� 6z Q Y ~ ~V W. OU U60. �O 1-N.ZF FY F6 F f6 Frt �u F 'F �Fe icZ. w. Y VO f � 1pqU� O l N t3 �� G wn. "& g j m� �z o 9a ��. go3 a z `0 a e H LL €_ �w � =fig s ' 0 W � woa LL € � �o _ NOR 19��. 6 w a Dinoo K ° I.q-5 O z 0 O gi� OW C Vl Q W V1 Q ° cr: F° ci::yj a; O qzp gp a a M oIS °wF 7 0 0 ° o os o W a ° o $ rc t °aA rc H ° g E g 'p ase- < €8 a r-, UKP� i`r 0 < i r SOLTERRA SUBDIVISION PH.2Y y HHH�"III A s 0 0 sR m In D d m I � r � D 8 z P N m $� 1 jfl UKP� i`r 0 < i r SOLTERRA SUBDIVISION PH.2Y y HHH�"III A s 0 0 sR m In D d m k � r � D 8 z P N m $� k r SOLTERRA SUBDIVISION PH.2Y s 0 0 sR m In D d m k � r � D 8 P m SOLTERRA SUBDIVISION PH.2Y FINAL PLAT'a 13� Is e'E Pi6$i �g�$i i.3?]�3116jj� y��' S��H$li ia$[Igii$l ri His EEi ala HIM $ef, 1y aI 1I:Il€ a;ggs3g $ &iieH lx Yj E € �e e g EI3HU i�]3''° ${�� ao €(gfS$ag so0.s¢ zy ag i- $I: Um a_ i s; ['a°a€ �$ g5 [ [i�se$s F $H;b €a: �'li ali°�`alisaaa� laa; s i i` is=iIg Illb e' lji - 'i§.e$I a sl'3z ig° fs `IaImf 3�Ie l9 (. M i`$1 in it i Will I' a is 3 _ •sa :I g $ s.lma tie s tiE$me i-` 3re ( s $= are 4�g [ 3.€ PH aPa aCla es°Spee sla9? sraaga3€g$$.,}.a�,e 3$l{ aE gpai if$€3 11 la a c € $�ir� gs�� `�`€ q[ b y s aS It S e a air r1gr3 x re i`'lilt s [ p HUN $rl s= I gq x 31 r1¢ ae € Si S 3 2M €Fa? $aces a $?I - I ;`` €[ e0.S€a, 4°$Fi" s z a it'll:g�;? ;l -ieasi l a sa aa4 Wil liFs his .I 'a$P s i S ; a $IC I : z i9ll slg !Rla °iii Yom= it 9s g p # rs$l[II€ie (Ia 1ige$d P'Ri[ lna3 g;rP[$a 3s $peaen€PCE;i"°gez'.. 3aais `ea a agp [i r% lai &' i ssds s acs it [ a i=€,a l Caa 11; d da9w $ S8`€ Ci i rile $ xPsg 3 s f ic§ a' a :IHill al i 3 a $g 1ga$ a y,e a si eo s a F aFE '¢'.,;sl, f as r € [ f - a Saa g• € a s s d ag a a€ s ad a p;➢ €a + a f.- a ei igal$ pin$ s ai 4 k d E if is psi Yaj .a sg 4E&4[p€a4 C.%F1iea ij li "s a fi s bg I a I€dv 9aFa$ F i $8d¢ Mail a[ s" ia.l' d 3a 9$3 a[$•d 5� c€% n¢s Hsay i } s!$sy $ 3a Y #P $ ca a I€ Hu0..el}#'sa ¢F€ gi , a as `9 g 9 ll sd z sa$a9 gea x0.3 € a gl ° e lil:sii x edtttg a FMP €$C g i'Ya° az aPs a;H llFnil §3 [E. i a -I FiiF iii s :: es 5e ie' 3a d`, ii!.= .31' ! $ lesi s as #3 ai if 4 Y$°,,`` i's€ ip 3 a[' gg s it $g+ Ys. Pill l3 $a��`ga Cd 5` I § a I n�l• € $� ,[ � i [a €;�a�`i? laic € »} §�a ¢a[a as $apg i l b$°.ri- i Siad' H $`q d Ipg ggni ie 'iS 8 x9 � i 7( g`E} s i °§ elig 1 0 "^.,egg' i:e a=R i$€ii:i WHI Una �I¢$4og€x$C$� dlalx iss ;s'I'€b eb 3 ab gE°-salS- a I�I�'€ a$s[ '; sy-s"^ =di>� Una $°% ° '_-$- I`s- ll€ [-daalF is €td' s $ "s:; [ala) g $tl; i € li I<„ segi.s Il, s$ l 8,ea `s€ toll $ g 3 b :1c 31 i dl: ifaad'9I¢F'4 7--s. _;;ze €=0. E';01gs` cc fi€ _ `d'a' dy [: Y}0 €a aes:I€;•; f i I <i Y i tie 9i -a'y rig �: I I Sc$ i i ``r:= s+$ g[ [ II € y0. $ s90.g-1=i € " !a 1 1 8-$j' S € gg3 y i• Sls (4. l:if i�ieaas i, i iR s3aslf 1i' €,id' i ; pee o i -�` } 3 SOLTERRA SUBDIVISION PH.2&gym ski§eii s IV a I € S FINAL PLATS 0 4tg' m Hearing Date: March 17, 2015 Project Name: SolterraNo. 2 File No(s).: FP -15-006 Request: Request for final plat consisting of fifty-one (5 1) single family residential lots and six (6) common lots on approximately 5.34 acres in a R-15 zoning district, by C15, LLC. Location: The site is located near the northeast corner of E. Fairview Avenue and N. Hickory Way, in the SE'/a of Section 05, Township 3N, Range IE.