(A) Definitions. The definitions contained in § 156.020 of this chapter shall apply to this subchapter, except as otherwise provided herein. The following definitions are specific to this subchapter. In the event that a definition herein imposes a stricter requirement than a definition contained elsewhere in this chapter, the stricter requirement shall apply.
GENERAL DEVELOPMENT PLAN.
(a) A plan pursuant to § 156.179 of this chapter, consisting of documents and supporting evidence prepared and endorsed by a qualified professional team, as required by the Planning Commission.
(b) The GENERAL DEVELOPMENT PLAN FOR THE NORTH SHORE DEVELOPMENT PLANNED DISTRICT provides general guidance as to the approximate location and proposed density of dwelling units, non-residential building uses and intensities, open space and land use considered suitable for adjacent properties.
HOUSEHOLD PET. Animals ordinarily permitted in state residences and kept for the company or pleasure of state residents. HOUSEHOLD PETS also includes tropical fish, amphibians, reptiles or invertebrates of a number that do not constitute a health hazard or nuisance, and can be safely and humanely kept in aquariums, cages or enclosures, the cumulative size of which shall not exceed 50 cubic feet per household.
(a) HOUSEHOLD PETS shall not include animals such as dogs, cats, or others that have the potential to escape or become feral and act as predators on the Bear River Migratory Bird Refuge or within the boundary of the North Shore Development Planned District.
(b) HOUSEHOLD PETS shall not include the keeping of “dangerous animals”, “vicious animals”, “wild animals” or “livestock”, as defined in Chapter 90 of this code of ordinances.
(c) Furthermore, HOUSEHOLD PETS shall not include exotic, pygmy or dwarf variations of animals defined as either “wild animals” or “livestock” in Chapter 90 of this code of ordinances, including, but not limited to, miniature horses, pygmy goats and Vietnamese pot-bellied pigs; notwithstanding, that such animals may be kept as household pets by residents of other communities.
NORTH SHORE DEVELOPMENT. A development located in the city containing a mixture of residential, recreational and open space land uses that will be governed by the provisions of this subchapter and the General Development Plan adopted in conjunction with this subchapter and the city’s General Plan to provide guidance for the development of the project.
PROPERTY. The private property that is the subject of the North Shore Development Planned District and General Development Plan.
(B) Purposes. The purposes of the North Shore Development Planned District are:
(1) To allow the orderly and beneficial development of the North Shore Development, a primarily residential community in a rural setting;
(2) To promote the economic benefit of the city and the county;
(3) To protect the general health, safety and welfare of the citizens of the city;
(4) To consider the interests of the Bear River Migratory Bird Refuge insomuch as such interests may be impacted by development of the North Shore Development;
(5) To implement the city’s General Plan by controlling the type, location, density, intensity, and other characteristics of development within the North Shore Development Area as defined and described in the North Shore Development General Development Plan;
(6) To ensure that appropriate infrastructure and services are available to support the development of the North Shore Development; and
(7) To provide a structure for the review and approval of the design and infrastructure feature of permitted and conditional uses within the North Shore Development Planned District.
(C) Compliance. All development permits within the North Shore Development Planned District shall comply with the provisions of this subchapter, the standards contained herein and the policies of the city General Plan and the North Shore Development General Development Plan.
(D) Public facilities, services. No development in the North Shore Development shall be approved by the city unless there are available and adequate public facilities and services as evidenced by meeting the following standards:
(1) The public facilities are currently in place or will be in place when the development permit is issued and the development permit is conditioned on the availability of public facilities prior to approval of a final subdivision plat or final site plan approval for a permitted or conditional use;
(2) The provision of the public facilities are a condition of the development permit and are guaranteed to be provided at or before the issuance of a building permit for proposed development in the North Shore Development Planned District development;
(3) The public facilities are under construction;
(4) There is an enforceable development agreement guaranteeing that the facilities will be in place at the time that the impacts of the development will occur; or
(5) The city’s Planning Commission determines that there are significant overriding public policy considerations or public health, safety and welfare concerns which warrant the approval of the application in the absence of evidence that all public facilities and services are adequate and available.
(E) Adequacy of public facilities. The available capacity for public facilities and services shall be determined in accordance with the following calculation methodology:
(1) Adding together the total capacity of existing and planned capital improvements for a public facility;
(2) Calculate available capacity by subtracting from the total capacity of division (E)(1) above the sum of:
(a) The demand for each public facility created by existing development;
(b) The demand for each public facility created by the anticipated completion of committed development; and
(c) The demand for each public facility created by the anticipated completion of the proposed development under consideration for concurrency determination.
(F) Zoning districts established. The following zoning districts are hereby created within the North Shore Development Planned District: P-RR-1 (Planned/Rural Residential, one unit per acre density), P- A-5 (Planned/Agricultural, five-acre minimum) and P-MU-160 (Planned/Multiple Use, one unit per 160- acre density).
(G) Codes and symbols.
(1) In following sections of this subchapter, uses of land or buildings which are allowed in the various districts are shown as “permitted uses”, indicated by a “P” in the appropriate column, or as “conditional uses”, indicated by a “C” in the appropriate column.
(2) If a use is not allowed in a given district, it is either not named in the use list or it is indicated in the appropriate column by a dash, “_”. If a regulation applies in a given district, it is indicated in the appropriate column by a numeral to show the linear or square feet, or acres required, or by the letter “A”. If the regulation does not apply, it is indicated in the appropriate column by a dash, “_”.
(H) Uses.
(1) Uses. No building, structure or land shall be used and no building or structure shall be hereafter erected, structurally altered, enlarged or maintained in the multiple use, agricultural or rural residential districts except as provided in this subchapter.
P-RR-1 | P-A-5 | P-MU-160 |
P-RR-1 | P-A-5 | P-MU-160 | |
Accessory buildings and uses customarily incidental to permitted and conditional uses | P | P | P |
Agriculture | |||
Agriculture, except grazing and pasturing of animals | P | P | P |
Agriculture, including grazing and pasturing of animals | - | P | C |
Agriculture, business or industry | C | C | C |
Animals and fowl for recreation or for family food production for the primary use of persons residing on the premises | - | C | - |
Nursery or green house, wholesale or retail | C | P | - |
The tilling of the soil, the raising of crops, horticulture and gardening | P | P | P |
Apiary (bee keeping) | C | P | C |
Aviary | P | P | C |
P | P | - | |
Cluster subdivision of single-family dwellings | |||
Provided that, the residential density is not increased by more than 10% for the district | P | P | - |
Provided that, the area, in acres, of the subdivision is not less than | 5 | 640 | - |
Dude ranch: family vacation ranch | - | P | C |
Educational institution | C | C | C |
Educational institution with lodging | C | C | C |
Home occupation | P | P | - |
Household pets, as defined above | P | P | - |
Licensed family child care | C | C | - |
Private park or recreational grounds | C | C | C |
Private recreational camp or resort, including accessory or supporting dwellings or dwelling complexes and commercial service uses which are owned or managed by the recreational facility to which it is accessory (private recreational camps or resorts shall not be subject to the residential density restrictions of this section) | - | P | C |
Private stables, horses for private use | P | P | C |
Private stables or the keeping of horses for the private use of persons residing on the premises and providing that not more than 2 horses shall be kept for each one acre in the lot | P | P | C |
Public use, quasi-public use, essential services, including but not limited to parks, schools, churches, dams and reservoirs | C | C | C |
Recreation | |||
Archery shop/range | - | P | C |
Campground | - | C | C |
Golf course | C | C | C |
Residential facility for elderly persons | P | P | - |
Residential facility for persons with a disability | P | P | - |
Signs; the type, size, height, location and other standards and requirements for signs shall be in accordance with the regulations set forth in §§ 156.480 through 156.491 of this chapter; except that, a single low profile off-premises identification sign shall be permitted for identification of the Machine Lake Wetlands Mitigation Bank. Sign location, area, setback and design shall be subject to approval by the city’s Planning Commission | A | A | A |
Single-family dwellings | P | P | - |
Temporary buildings for uses incidental to construction work, including living quarters for a guard or night watchman, which building must be removed upon completion or abandonment of the construction work | P | P | P |
Wetland mitigation bank | C | P | P |
(2) Area regulations.
P-RR-1 | P-A-5 | P-MU-160 | |
No minimum lot area requirement is established, however maximum density expressed as the number of residential dwelling units per gross acre shall not exceed | 1 unit per 1 acre | 1 unit per 5 acres | 0 |
(3) Width regulations.
P-RR-1 | P-A-5 | P-MU-160 | |
The minimum width in feet for any lot in the districts regulated by this chapter, except as modified by planned unit developments or cluster subdivisions shall be | 100 | 200 | 1,320 |
(4) Frontage regulations.
P-RR-1 | P-A-5 | P-MU-160 | |
The minimum frontage in feet for any lot in the districts regulated by this chapter on a public street or a private street approved by the governing body shall be | 25 | 50 | 60 |
(5) Front yard regulations.
P-RR-1 | P-A-5 | P-MU-160
| |
The minimum depth in feet for the front yard for main buildings in districts regulated by this chapter shall be | 30 | 30 | 60 |
(6) Accessory buildings.
P-RR-1 | P-A-5 | P-MU-160 | |
Accessory buildings may have the same minimum front yard depth as main buildings if they have the same side yard required for main buildings, otherwise they shall be set back at least 6 feet in the rear of the main building | A | A | A |
(7) Rear yard regulations.
P-RR-1 | P-A-5 | P-MU-160 | |
The minimum depth in feet for the rear yard in the districts regulated by this chapter shall be | |||
For main buildings | 30 | 50 | 60 |
For accessory buildings | 20 | 20 | 20 |
(8) Side yard regulations.
P-RR-1 | P-A-5 | P-MU-160 | |
The minimum side yard in feet for any dwelling or main or buildings shall be | 15 | 20 | 60 |
Except on corner lots the side yard in feet which faces on a street for both main and accessory buildings, shall not be less than | 30 | 30 | 60 |
The minimum side yard in feet for any accessory building shall be | 20 | 20 | 20 |
(9) Height regulations.
P-RR-1 | P-A-5 | P-MU-160 | |
The maximum height for all buildings and structures in districts regulated by this chapter shall be | |||
In feet | 35 | 35 | 35 |
In number of stories | 2-1/2 | 2-1/2 | 2-1/2 |
(10) Animal regulations.
P-RR-1 | P-A-5 | P-MU-160 | |
Any barn, coop, pen, stable, corral, enclosure for the confinement of large animals, shall be set back from a public street at least the following distance | 100 | 100 | - |
(I) Exhibit A. Legal descriptions for parcels are as follows.
(1) P-RR-1 (Planned Rural Residential) area.
03-111-0001
BEG AT SW COR OF NW/4 OF SEC 20 TWP 9N R 2W, SLM, RUNNING E 455 FT, N 1,915 FT, W 455 FT, S 1,915 FT TO BEG
03-111-0014
BEG AT A PT 33 FT S and 1,278.75 FT W OF NE COR OF SEC 20 T09N R02W SLM, S 400 FT, W 193.25 FT, N 400 FT, E 193.25 FT TO FOB.
TOGETHER W/ RESEVER : SEE DOC #248352 - DATED JUNE 12, 2007’ - CONT 1.77 AC M/L.
03-111-0015
BEG 43 RDS W OF NE COR OF SEC 20 T09N R02W SLM, S 160 RDS, W 15 RDS, N 160 RDS, E 15 RDS TO BEG.
TOGETHER W / RESERV. SEE REC DOC. #248352 - DATED JUNE 12, 2007 CONT. 15.1 AC
03-111-0023
BEG AT A PT LOC 1950.4 FT N 89*56’E FROM SW COR OF NW/4 OF SEC 20 T9N R2W SLM, N 0*07’E 2,538.7 FT, TH TO THE RIGHT ALG THE ARC OF A CURVE WHOSE RADIUS IS 1477.5 FT A DIST OF 60.42 FT, LONG CHORD BEARS S 33*13’ 18W 60.42 FT, S 0*07’W 2,488.19 FT, N 89*56’E 33 FT TO POB. CONT 1.90 ACRES
03-111-0025
BEG AT A PT 433 FT S and 957 FT W OF NE COR OF SEC 20 T09N R02W SLM, S 2,207 FT, W 660 FT, N 2,207 FT, E 660 FT TO POB. WITH CERTAIN RESERVATIONS. CONT 33.43 AC M/L.
03-111-0042
BEGINNING 455 FEET EAST OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 9 NORTH, RANGE 2 WEST, SALT LAKE BASE AND MERIDIAN; THENCE EAST ALONG THE QUARTER SECTION LINE 1,492 FEET TO A LANE BELONGING TO B.R.S.L. CO.; THENCE NORTH 00007’ EAST 2,583.7 FEET; THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE SOUTH LINE OF HIGHWAY TO A POINT 1,915 FEET DUE NORTH OF POINT OF BEGINNING; THENCE SOUTH 1,915 FEET TO THE POINT OF BEGINNING.
03-111-0043
BEG 455 FT E OF SW COR OF NW/4 OF SEC 20 TWP 9N R 2W, SLM, E ALG 1/4 SEC LINE 1,492 FT TO A LANE BELONG- ING TO B.R.S.L. CO., N 0*7’E 2,583.7 FT IN A SLY DIREC ALG S LINE OF HWY TO A PT 1915 FT DUE N OF BEG, S 1,915 FT TO BEG. ALSO BEG AT NW COR OF SD SEC, E ALG N LINE OF SD SEC 1,923 FT, S 0*7’W 51.5 FT TO N LINE OF HWY IN A SWLY DIRC ALG N LINE OF SD HWY TO A PT DUE S OF BEG. N 508.5 FT TO BEG. EXC BEG AT NW COR OF SD SEC, E 1,980 FT, S 33 FT, W 1,980 FT, N 33 FT TO BEG.
LESS[03-l 1 l-0042]BEGINNING 455 FEET EAST OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 9 NORTH, RANGE 2 WEST, SALT LAKE BASE AND MERIDIAN; THENCE EAST ALONG THE QUARTER SECTION LINE 1,492 FEET TO A LANE BELONGING TO B.R.S.L. CO.; THENCE NORTH 00007’ EAST 2,583.7 FEET; THENCE IN A SOUTHWESTERLY DIRECTION ALONG THE SOUTH LINE OF HIGHWAY TO A POINT 1,915 FEET DUE NORTH OF POINT OF BEGINNING; THENCE SOUTH 1,915 FEET TO THE POINT OF BEGINNING.
(2) P-A-5 (Planned Agricultural, 5-acre minimum) area.
03-111-0019
ALL THAT PORTION OF SW/4 OF SEC 20 T09N R02W SLM LYING WESTERLY OF THE HAMMOND CANAL. 127 AC M/L
03-111-0020
REMAINDER DESC: ALL OF FOL LYING ELY OF HAMMOND CANAL BEG AT A PT 140 RDS W OF SE COR OF SEC 20 T9N R2W SLM. N 160 RDS, W 100 RDS, S 160 RDS, E 100 RDS TO POB. SUBJECT TO EASEMENTS ETC OF RECORD. LESS: E/2 OF NE/4 OF SW/4 OF SEC 20 CONT 29 ACRES M/L
03-111-0021
BEG AT A PT 40 RDS W OF SE COR OF SEC 20 T9N R2W SLM. N 160 RDS, W 100 RDS, S 160 RDS, E 100 RDS TO POB. SUBJECT TO EASEMENTS ETC OF RECORD. LESS: W/2 OF NW/4 OF SE/4 OF SEC 20 CONT 80 ACRES M/L
03-111-0022
REMAINDER DESCRIPTION: BEG AT SE COR OF SEC 20 T9N R2W SLM W 40 RDS, N 160 RDS, E 40 RDS, S 160 RDS TO BEG. CONT 39.88 ACRES
03-111-0024
REMAINDER DESC: ALL OF FOL ELY OF HAMMOND CANAL. E/2 OF N and E/4 OF SW/4 and W/2 OF NW/4 OF SE/4 OF SEC 20 T9N R2W. RESERVING ACCESS EASMENTS OVER N 4 RDS and 2 RDS ON EACH SIDE OF CANAL TOGETHER WITH A VEHICULAR ACCESS EASEMENT OVER THE FOLLOWING: BEG AT NW COR OF E/2 OF NE/4 OF SW/4 OF SEC 20, W 33 FT, S 82.5 FT, E 33 FT, N 82.5 FT TO BEG. CONT 24 AC M/L
03-189-0009
BEG AT SE COR OF SEC 19 T9N R2W SLM N 160 RDS, W 20 RDS, S 160 RDS, E 20 RDS, TO POB. TOGETHER WITH MINERAL ETC RIGHTS, EASEMENTS R/W’S ETC OF RECORD. CONT 20 ACRES M/L
(3) P-MU-160 (Planned Multiple Use, 1 unit per 160-acre density) area.
03-003-0043
ALL OF SEC 30 T09N R02W SLM LYING ELY OF CTR/L OF REEDER OVERFLOW. CONT 412 AC M/L.
03-003-0045
ALL OF SEC 31 T09N R02W SLM LYING ELY OF C/L OF REEDER OVERFLOW. 388 AC M/L
03-003-0046
REMAINDER DESC: ALL OF SEC 31 T09N R02W SLM LYING WLY OF C/L OF REEDER OVERFLOW. 252 AC M/L
03-003-0047
PRT SECS 29 and 32 T09N R02W SLM. BEG AT NE COR SD SEC 32, BEING A USA DEPT OF INTERIOR ALUMINUM CAP MON, S00*1 1’15”W 1,362.11 FT ALG E/L SD SEC, N89*35’43”W 3,969.10 FT TO ELY EDGE OF A SLOUGH, NELY ALG SD ELY EDGE 7,532 FT M/L TO E/L SD SEC 29 BEING A PT N00*04’22”E 2,600.43 FT FRM POB, S00*04’22”W 2,600.43 FT ALG E/L SD SEC 29 TO POB. HAI SURVEY DATED 4/4/04. TOG/W CERTAIN EASEMENT FOR INGRESS and EGRESS-SEE #208327. CONT 227 AC.
03-003-0048
SEC 29 T09N R02W SLM.
LESS: [03-003-0047] BEG AT NE COR SD SEC 32, BEING A USA DEPT OF INTERIOR ALUMINUM CAP MON, S00*1 1’15”W 1,362.11 FT ALG E/L SD SEC, N89*35’43”W 3,969.10 FT TO ELY EDGE OF A SLOUGH, NELY ALG SD ELY EDGE 7,532 FT M/L TO E/L SD SEC 29 BEING A PT N00*04’22”E 2,600.43 FT FRM POB, S00*04’22”W 2,600.43 FT ALG E/L SD SEC 29 TO POB. CONT 537.11 AC.
03-003-0049
SEC 32 T09N R02W SLM.
LESS: [03-003-0047] BEG AT NE COR SD SEC 32, BEING A USA DEPT OF INTERIOR ALUMINUM CAP MON, S00*H’15”W 1,362.11 FT ALG E/L SD SEC, N89*35’43”W 3,969.10 FT TO ELY EDGE OF A SLOUGH, NELY ALG SD ELY EDGE 7532 FT M/L TO E/L SD SEC 29 BEING A PT N00*04’22”E 2,600.43 FT FRM POB, S00*04’22”W 2,600.43 FT ALG E/L SD SEC 29 TO POB. CONT 515.90 AC.
03-003-0054
THAT PART OF NW/4 OF SEC 30 T9N R2W SLM. LYING W OF CO (REFUGE) RD. CONTG 7.63 AC M/L.
LESS [03-189-0011] PRT OF SW/4 OF SEC 19 and NW/4 SEC 30 T09N R02W SLM. BEG AT PT IN EXISTING FENCE/L LOC N89*34’42”E 581.43 FT ALG N/L OF SD SW/4 OF SEC 19 FRM W/4 COR OF SD SEC 19, N89*34’42”E 1,971.56 FT ALG SD FENCE/L TO WLY R/W/L OF A COUNTY RD, ALG SD COUNTY RD R/W FOLLOWING TWO (2) COURSES: 1) S21*41’01”W 3,308.13 FT, 2) S61 *23’47”W 878.29 FT, N00*21’37”E 3,480.08 FT TO POB.
LESS [03-189-0014]COMMENCING AT THE NW COR OF SEC 30 T9N R2W OF THE SLB BEING A FOUND 3.25 INCH FISH AND WILDLIFE CAP, THENCE 80*21’37” W ALNG WA. OF SD SEC 30 1,196.75 FT TO NLY R/W OF PROJECT AND THE POINT OF BEGINNING AND CONTINUING ALNG SD R/W THE FOLLOWING 11 COURSES,(1) N61*28’18” 1314.10 FT TO BEGINNING OF A CURVE TO THE LEFT,(2) ALNG ARC OF SD CURVE HAVING A RADIUS OF 606.911 FT THROUGH A CENTRAL ANGLE OF 39*49’45” 421.90 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N41 *33’26” E 413.45 FT, (3) N21 *38’33” E 1078.12 FT TO THE BEGINNING OF A CURVE TO THE LEFT, (4)ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,248.60 FT THROUGH CENTRAL ANGLE OF 5*04’20” 287.59 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N19*06’23” E 287.50,(5) N16*34’13” E 170.54 FT TO THE BEGINNING OF A CURVE TO THE RIGHT,(6) ALNG THE ARC OF SD CURVE HAVING A RADIUS OF 1,673.80 FT THROUGH A CENTRAL ANGLE OF 10*10’13” 297.11 FT SD ARC SUBSTENDED BY A CHORD WHICH BEARS N21 *39’20” E 296.42 FT, (7) N26*44’26” E 167.47 FT TO THE BEGINNING OF A CURVE TO THE LEFT,(8) ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,248.60 FT THROUGH A CENTRAL ANGLE OF 05*05’53” 289.06 FT SD ARC SUBTENDED BY A CORD WHICH BEARS N24*11’29” E 288.96, (9) N21*38’33” E 3,256.26 FT TO THE BEGINNING OF A CURVE TO THE RIGHT, (10) ALNG THE ARC OF SD CURVE HAVING A RADIUS OF 672.91 FT THROUGH A CENTRAL ANGLE OF 68*20’09” 802.57 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N55*48’37” E 755.84 FT, (11) N89*58’42” E 1190.53 FT TO THE E/L OF SEC 18 T9N R2W OF THE SLM. THENCE ALNG SD L S00*00’00” W 44.08 FT TO THE SE COR OF SD SEC, ALNG E/L OF SD SEC 19 S00*04’06” W 33.00 FT TO EXISTING SLY R/W OF THE BEAR RIVER RD AS DESCRIBED IN BK 611 PG 857,ALNG SD R/W N89*55’26” W 1,293.78 FT A POINT ON THE R/W OF SD PROJECT AND TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT,ALNG SD R/W AND ALNG ARC OF SD NON-TANGENT CURVE HAVING A RADIUS OF 606.91 FT THROUGH A CENTRAL ANGLE OF 49*10’16” 520.85 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S55*35’27” W 505.01 FT TO THE EXISTING R/W OF THE BEAR RIVER RD DESCRIBED IN BK 611 PG 857, ALNG SD R/W S21*37’50” W 2495.58 FT TO THE E-W CENTERLINE OF SEC 19, S89*52’24” W 9.27 FT TO THE R/W OF SD PROJECT AND CONTINUING ALONG SD R/W THE FOLLOWING FIFTEEN COURSES; (1) S21 *38’33” W 855.99 FT TO THE BEGINNING OF A CURVE TO THE RIGHT, (2) ALNG ARC OF SD CURVE HAVING A RADIUS OF 3314.60 FT THROUGH A CENTRAL ANGLE OF 05*05’53” 294.93 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S24*l 1’30” W 394.83, (3) S63*15’34” E 17.00 FT,(4) S26*44’26” W 167.47 FT, (5) N63*15’36” W 17.00 FT TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT, (6) ALNG ARC OF SD NON-TANGENT CURVE HAVING A RADIUS OF 1607.80 FT THROUGH A CENTRAL ANGLE OF 10*10’13” 285.39 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S21*39’19” W 285.02,(7) S16*34’13” W 170.54 TO BEGINNING OF A CURVE TO THE RIGHT,(8) ALNG ARC OF SD CURVE HAVING A RADIUS OF 3314.60 FT THROUGH A CENTRAL ANGLE OF 05*04’20” 293.43 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S19*06’23” W 293.34 FT, (9) S21 *38’33” W 645.87 FT (10) S68*21’27” E 17.00 FT, (11) S21*38’33” W 196.90 FT, (12) N68*21’27” W 17.00 FT, (13) S21*38’33” W 235.35 TO BEGINNING OF A CURVE TO THE RIGHT, (14)ALNG ARC OF SD CURVE HAVING A RADIUS OF 672.91 FT THROUGH A CENTRAL ANGLE OF 39*49’45” 467.78 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S41 *33’26” W 458.41 FT, (15)S61*28’18” W 1,350.52 FT TO THE W/LOF SD SEC 30; ALNG SD LINE N00*21’37” E 75.38 FT TO POB.
CONT 7.63 AC M/L.
03-003-0055
ALL OF SEC 30 T09N R02W SLM LYING WLY OF C/L OF REEDER OVERFLOW, LESS: THAT PART OF NW/4 OF SEC 30 LYING W OF CO (REFUGE) RD.
LESS: THAT PART OF NW/4 OF SEC 30 LYING W OF CO (REFUGE) RD.
LESS [03-189-0014] COMMENCING AT THE NW COR OF SEC 30 T9N R2W OF THE SLB BEING A FOUND 3.25 INCH FISH AND WILDLIFE CAP, THENCE S0*21’37” W ALNG W/L OF SD SEC 30 1,196.75 FT TO NLY R/W OF PROJECT AND THE POINT OF BEGINNING AND CONTINUING ALNG SD R/W THE FOLLOWING 11 COURSES,(1) N61*28’18” 1314.10 FT TO BEGINNING OF A CURVE TO THE LEFT, (2) ALNG ARC OF SD CURVE HAVING A RADIUS OF 606.911 FT THROUGH A CENTRAL ANGLE OF 39*49’45” 421.90 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N41*33’26” E 413.45 FT, (3) N21*38’33” E 1078.12 FT TO THE BEGINNING OF A CURVE TO THE LEFT, (4) ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,248.60 FT THROUGH CENTRAL ANGLE OF 5*04’20” 287.59 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N19*06’23” E 287.50,(5) N16*34’13” E 170.54 FT TO THE BEGINNING OF A CURVE TO THE RIGHT,(6) ALNG THE ARC OF SD CURVE HAVING A RADIUS OF 1,673.80 FT THROUGH A CENTRAL ANGLE OF 10*10’13” 297.11 FT SD ARC SUBSTENDED BY A CHORD WHICH BEARS N21 *39’20” E 296.42 FT, (7) N26*44’26” E 167.47 FT TO THE BEGINNING OF A CURVE TO THE LEFT,(8) ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,248.60 FT THROUGH A CENTRAL ANGLE OF 05*05’53” 289.06 FT SD ARC SUBTENDED BY A CORD WHICH BEARS N24*l 1’29” E 288.96, (9) N21*38’33” E 3,256.26 FT TO THE BEGINNING OF A CURVE TO THE RIGHT, (10) ALNG THE ARC OF SD CURVE HAVING A RADIUS OF 672.91 FT THROUGH A CENTRAL ANGLE OF 68*20’09” 802.57 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N55*48’37” E 755.84 FT, (11) N89*58’42” E 1,190.53 FT TO THE E/L OF SEC 18 T9N R2W OF THE SLM. THENCE ALNG SD L S00*00’00” W 44.08 FT TO THE SE COR OF SD SEC, ALNG WL OF SD SEC 19 S00*04’06” W 33.00 FT TO EXISTING SLY R/W OF THE BEAR RIVER RD AS DESCRIBED IN BK 611 PG 857,ALNG SD R/W N89*55’26” W 1,293.78 FT A POINT ON THE R/W OF SD PROJECT AND TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT, ALNG SD R/W AND ALNG ARC OF SD NON-TANGENT CURVE HAVING A RADIUS OF 606.91 FT THROUGH A CENTRAL ANGLE OF 49*10’16” 520.85 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S55*35’27” W 505.01 FT TO THE EXISTING R/W OF THE BEAR RIVER RD DESCRIBED IN BK 611 PG 857, ALNG SD R/W S21*37’50” W 2,495.58 FT TO THE E-W CENTERLINE OF SEC 19, S89*52’24” W 9.27 FT TO THE R/W OF SD PROJECT AND CONTINUING ALONG SD R/W THE FOLLOWING FIFTEEN COURSES; (1) S21 *38’33” W 855.99 FT TO THE BEGINNING OF A CURVE TO THE RIGHT, (2)ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,314.60 FT THROUGH A CENTRAL ANGLE OF 05*05’53” 294.93 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S24*l 1’30” W 394.83, (3) S63*15’34” E 17.00 FT,(4) S26*44’26” W 167.47 FT, (5) N63*15’36” W 17.00 FT TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT, (6) ALNG ARC OF SD NON-TANGENT CURVE HAVING A RADIUS OF 1,607.80 FT THROUGH A CENTRAL ANGLE OF 10*10’13” 285.39 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S21*39’19” W 285.02,(7) S16*34’13” W 170.54 TO BEGINNING OF A CURVE TO THE RIGHT,(8) ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,314.60 FT THROUGH A CENTRAL ANGLE OF 05*04’20” 293.43 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S19*06’23” W 293.34 FT, (9) S21 *38’33” W 645.87 FT (10) S68*21’27” E 17.00 FT, (11) S21 *38’33” W 196.90 FT, (12)N68*21’27” W 17.00 FT, (13) S21 *38’33” W 235.35 TO BEGINNING OF A CURVE TO THE RIGHT, (14)ALNG ARC OF SD CURVE HAVING A RADIUS OF 672.91 FT THROUGH A CENTRAL ANGLE OF 39*49’45” 467.78 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S41 *33’26” W 458.41 FT, (15)S61*28’18” W 1350.52 FT TO THE W/LOF SD SEC 30; ALNG SD LINE N00*21’37” E 75.38 FT TO POB.REMAINDER DESC: ALL OF SEC 30 T09NR02W SLM LYING WLY OF C/L OF REEDER OVERFLOW,
03-189-0010
BEG AT SE COR OF NE/4 OF SEC 19 T9N R2W SLM, N 244 FT, N 79*15’W 1690 FT, N 2*52’W 283 FT, N 13*15’E 264 FT M/L TO E BANK OF BEAR RIVER- REEDER OVERFLOW, SLY ALG SD E BANK TO S/L OF NE/4 OF SEC 19, E ALG SD S/L TO BEG. CONT 17.28 ACRES M/L
03-189-0014
COMMENCING AT THE NW COR OF SEC 30 T9N R2W OF THE SLB BEING A FOUND 3.25 INCH FISH AND WILDLIFE CAP, THENCE S0*21’37” W ALNG W/L OF SD SEC 30 1,196.75 FT TO NLY R/W OF PROJECT AND THE POB AND CONT ALG SD R/W THE FOLLOWING 11 COURSES, (1) N61 *28’18” 1,314.10 FT TO BEG OF A CURVE TO THE LEFT,(2) ALG ARC OF SD CURVE A RADIUS OF 606.911 FT THROUGH A CENTRAL ANGLE OF 39*49’45” 421.90 FT SD ARC SUBTENDED BY A CHORD BEARS N41*33’26” E 413.45 FT, (3) N21*38’33”E 1078.12 FT TO THE BEG OF A CURVE TO THE LEFT, (4) ALG ARC OF SD CURVE A RADIUS OF 3,248.60 FT THROUGH CENTRAL ANGLE OF 5*04’20” 287.59 FT SD ARC SUBTENDED BY A CHD BEARS N19*06’23” E 287.50,(5) N16*34’13” E 170.54 FT TO THE BEG OF A CURVE TO THE RIGHT, (6) ALG THE ARC OF SD CURVE A RADIUS OF 1,673.80 FT THROUGH A CENTRAL ANGLE OF 10*10’13” 297.11 FT SD ARC SUBSTENDED BY A CHD BEARS N21*39’20”E 296.42 FT, (7) N26*44’26” E 167.47 FT TO THE BEG OF A CURVE TO THE LEFT,(8) ALG ARC OF SD CURVE A RADIUS OF 3,248.60 FT THROUGH A CENTRAL ANGLE OF 05*05’53” 289.06 FT SD ARC SUBTENDED BY A CORD BEARS N24*l 1’29”E 288.96, (9) N21 *38’33”E 3,256.26 FT TO THE BEG OF A CURVE TO THE RIGHT, (10) ALG THE ARC OF SD CURVE A RADIUS OF 672.91 FT THROUGH A CENTRAL ANGLE OF 68*20’09” 802.57 FT SD ARC SUBTENDED BY A CHD BEARS N55*48’37” E 755.84 FT, (11) N89*58’42” E 1,190.53 FT TO THE E/L OF SEC 18 T9N R/W OF THE SLM. THENCE ALG SD/L S00*00’00”W 44.08 FT TO THE SE COR OF SD SEC, ALG E/L OF SD SEC 19 S00*04’06”W 33.00 FT TO EXISTING SLY R/W OF THE BEAR RIVER RD AS DESCRIBED IN BK 611 PG 85, ALG SD R/W N89*55’26”W 1,293.78 FT A PT ON THE R/W OF SD PROJECT AND TO THE BEG OF A NON-TANGENT CURVE TO THE LEFT ALG SD R/W and ALG ARC OF SD NON-TANGENT CURVE A RADIUS OF 606.91 FT THROUGH A CENTRAL ANGLE OF 49*10’16” 520.85 FT SD ARC SUBTENDED BY A CHD BEARS S55*35’27”W 505.01 FT TO THE EXISTING R/W OF THE BEAR RIVER RD DESCRIBED IN BK 611 PG 857, ALG SD R/W S21 *37’5”W 2,495.58 FT TO THE E-W CENTER/L OF SEC 19, S89*52’24”W 9.27 FT TO THE R/W OF SD PROJECT AND CONTINUING ALG SD R/W THE FOLLOWING FIFTEEN (15) COURSES; (1) S21*38’33”W 855.99 FT TO THE BEG OF A CURVE TO THE RIGHT, (2) ALG ARC OF SD CURVE A RADIUS OF 3,314.60 FT THROUGH A CENTRAL ANGLE 05*05’53” 294.93 FT SD ARC SUBTENDED BY CHD BEARS S24*l l’30”W 294.83 FT, S63*15’34”E 17.00 FT,(4) S26*44’26”W 167.47 FT, (5) N63*15’36”W 17.00 FT TO THE BEG OF A NON-TANGENT CURVE TO THE LEFT, (6) ALG ARC OF SD NON-TANGENT CURVE A RADIUS OF 1,607.80 FT THROUGH A CENTRAL ANGLE OF 10*10’13” 285.39 FT SD ARC SUBTENDED BY A CHD WHICH BEARS S21*39’19”W 285.02, (7) S16*34’13”W 170.54 TO BEG OF A CURVE TO THE RIGHT, (8) ALG ARC OF SD CURVE A RADIUS OF 3,314.60 FT THROUGH A CENTRAL ANGLE OF 05*04’20” 293.43 FT SD ARC SUBTENDED BY A CHD WHICH BEARS S19*06’23”W 293.34 FT, (9) S21*38’33”W 645.87 FT (10) S68*21’27”E 17.00 FT, (11) S21*38’33”W 196.90 FT, (12) N68*21’27”W 17.00 FT, (13) S21*38’33”W 235.35 FT TO BEG OF A CURVE TO THE RIGHT, (14) ALG ARC OF SD CURVE A RADIUS OF 672.91 FT THROUGH A CENTRAL ANGLE OF 39*49’45” 467.78 FT SD ARC SUBTENDED BY A CHD BEARS S41 *33’26” W 458.41 FT, (15) S61*28’18” W 1,350.52 FT TO THE W/LOF SD SEC 30; ALG SD/L N00*21’37”E 75.38 FT TO POB.
03-189-0015
S/2 OF SEC 19, TWP 9N, R 2W, SLM LESS: THAT PART OF W/2 OF S/2 LYING W OF CO (REFUGE RD). LESS: BEG AT SE COR OF SEC 19, N 160 RDS, W 20 RDS, S 160 RDS, E 20 RDS TO PT OF BEG.
LESS [03-189-0014]
COMMENCING AT THE NW COR OF SEC 30 T9N R2W OF THE SLB BEING A FOUND 3.25 INCH FISH AND WILDLIFE CAP, THENCE S0*21’37” W ALNG W/L OF SD SEC 30 1,196.75 FT TO NLY R/W OF PROJECT AND THE POINT OF BEGINNING AND CONTINUING ALNG SD R/W THE FOLLOWING 11 COURSES,(1) N61*28’18” 1314.10 FT TO BEGINNING OF A CURVE TO THE LEFT,(2) ALNG ARC OF SD CURVE HAVING A RADIUS OF 606.911 FT THROUGH A CENTRAL ANGLE OF 39*49’45” 421.90 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N41*33’26” E 413.45 FT, (3) N21 *38’33” E 1,078.12 FT TO THE BEGINNING OF A CURVE TO THE LEFT, (4)ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,248.60 FT THROUGH CENTRAL ANGLE OF 5*04’20” 287.59 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N19*06’23” E 287.50,(5) N16*34’13” E 170.54 FT TO THE BEGINNING OF A CURVE TO THE RIGHT,(6) ALNG THE ARC OF SD CURVE HAVING A RADIUS OF 1,673.80 FT THROUGH A CENTRAL ANGLE OF 10*10’13” 297.11 FT SD ARC SUBSTENDED BY A CHORD WHICH BEARS N21 *39’20” E 296.42 FT, (7) N26*44’26” E 167.47 FT TO THE BEGINNING OF A CURVE TO THE LEFT,(8) ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,248.60 FT THROUGH A CENTRAL ANGLE OF 05*05’53” 289.06 FT SD ARC SUBTENDED BY A CORD WHICH BEARS N24*l 1’29” E 288.96, (9) N21*38’33” E 3256.26 FT TO THE BEGINNING OF A CURVE TO THE RIGHT, (10) ALNG THE ARC OF SD CURVE HAVING A RADIUS OF 672.91 FT THROUGH A CENTRAL ANGLE OF 68*20’09” 802.57 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS N55*48’37” E 755.84 FT, (11) N89*58’42” E 1190.53 FT TO THE E/L OF SEC 18 T9N R2W OF THE SLM. THENCE ALNG SD L S00*00’00” W 44.08 FT TO THE SE COR OF SD SEC, ALNG E/L OF SD SEC 19 S00*04’06” W 33.00 FT TO EXISTING SLY R/W OF THE BEAR RIVER RD AS DESCRIBED IN BK 611 PG 857,ALNG SD R/W N89*55’26” W 1,293.78 FT A POINT ON THE R/W OF SD PROJECT AND TO THE BEGINNIN OF A NON-TANGENT CURVE TO THE LEFT, ALNG SD R/W AND ALNG ARC OF SD NON-TANGENT CURVE HAVING A RADIUS OF 606.91 FT THROUGH A CENTRAL ANGLE OF 49*10’16” 520.85 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S55*35’27” W 505.01 FT TO THE EXISTING R/W OF THE BEAR RIVER RD DESCRIBED IN BK 611 PG 857, ALNG SD R/W S21 *37’50” W 2,495.58 FT TO THE E-W CENTERLINE OF SEC 19, S89*52’24” W 9.27 FT TO THE R/W OF SD PROJECT AND CONTINUING ALONG SD R/W THE FOLLOWING FIFTEEN COURSES; (1) S21*38’33” W 855.99 FT TO THE BEGINNING OF A CURVE TO THE RIGHT, (2)ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,314.60 FT THROUGH A CENTRAL ANGLE OF 05*05’53” 294.93 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S24*11’3O” W 394.83, (3) S63*15’34” E 17.00 FT,(4) S26*44’26” W 167.47 FT, (5) N63*15’36” W 17.00 FT TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT, (6) ALNG ARC OF SD NON-TANGENT CURVE HAVING A RADIUS OF 1,607.80 FT THROUGH A CENTRAL ANGLE OF 10*10’13” 285.39 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S21*39’19” W 285.02,(7) S16*34’13” W 170.54 TO BEGINNING OF A CURVE TO THE RIGHT,(8) ALNG ARC OF SD CURVE HAVING A RADIUS OF 3,314.60 FT THROUGH A CENTRAL ANGLE OF 05*04’20” 293.43 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S19*06’23” W 293.34 FT, (9) S21*38’33” W 645.87 FT (10) S68*21’27” E 17.00 FT, (11) S21 *38’33” W 196.90 FT, (12) N68*21’27” W 17.00 FT, (13) S21*38’33” W 235.35 TO BEGINNING OF A CURVE TO THE RIGHT, (14)ALNG ARC OF SD CURVE HAVING A RADIUS OF 672.91 FT THROUGH A CENTRAL ANGLE OF 39*49’45” 467.78 FT SD ARC SUBTENDED BY A CHORD WHICH BEARS S41 *33’26” W 458.41 FT, (15)S61*28’18” W 1,350.52 FT TO THE W/LOF SD SEC 30; ALNG SD LINE N00*21’37” E 75.38 FT TO POB. CONT 169.49 ACRES
(4) Township 9N, Range 2W map description.
(5) Section 20, Township 9N. Range 2W map description.
(6) Section 19, Township 9N, Range 2W map description.
(Prior Code, § 29.22.010) (Ord. 13-14, passed 4-18-2013)