Subdivision Summary and Recommendation

Planning and Development Services 2001 S. State Street N3-600 • Salt Lake City, UT 84190-4050 Phone: (385) 468-6700 • Fax: (385) 468-6674 msd.utah.gov

File # 30934

Subdivision Summary and Recommendation

Public Body: Magna Metro Township Planning Commission Meeting Date: October 10, 2019 Parcel ID: 14-28-227-015 Current Zone: A-1 z/c (Agriculture, excludes uses of duplexes and dwelling groups) Property Address: 2866 South 7200 West Request: 2 lot subdivision (Carmelita Subdivision)

Planner: Todd A. Draper, AICP Planning Staff Recommendation: Approval with Conditions Applicant Name: David Johnson

PROJECT DESCRIPTION

The applicant desires to divide the property into two lots. A base lot with the existing home remaining and a flag lot behind the base lot.

SITE & VICINITY DESCRIPTION (see attached map)

The property is located along 7200 West in an area of exclusively A-1 agricultural zoning inside the Magna Metro Township. To the West across 7200 West is West Valley City jurisdiction. Request: Subdivision File #: 30934

GENERAL PLAN CONSIDERATIONS

The project complies with the Housing Goals of the Magna Township General Plan in that it helps to provide additional variety in the housing stock. The following objectives are outlined in the General Plan with regards to housing choices:

Objective 5.1: Provide sufficient housing for current and future populations that are appropriate, safe, and affordable for a range of income levels. Objective 5.2: Consider life-cycle housing options that allow for aging populations to “age in place,” as well as provide diverse housing choice for other demographic groups. Objective 5.3: Promote a diverse mix of housing options through higher density, mixed-use development in appropriate areas, especially along the historic Main Street corridor. Objective 5.4: Encourage residential development that establishes a variety of lot sizes, dwelling types, densities, and price points, as well as an appropriate balance of owner occupied and rental units. Objective 5.5: Develop safe and visually pleasing residential neighborhoods that are integrated into the natural environment with open space, trails, and green systems. Objective 5.6: Develop programs and neighborhoods that will make home ownership attractive and possible for all members of the community.

This application will best serve the objectives of 5.1 in that it provides additional lots to contribute to the sufficiency component of housing demands and objective 5.6 in that it will help to make home ownership possible for others in the community.

Subdivision Summary Page 2 of 6 Request: Subdivision File #: 30934

LAND USE CONSIDERATIONS

Requirement Standard Proposed Compliance Verified 35 feet. Existing home is Yes. Verified at time of Height 35 feet approximately 12 feet in building permit. height. 30 feet. Flag lot setbacks 38 feet. Flag lot setbacks are Yes. Verified at time of Front Yard Setback are 20 feet on all sides. 20 feet on all sides. building permit. 8 feet and 10 feet. Flag lot 46.5 feet and 11 feet. Flag Yes. Verified at time of Side Yard Setback setbacks are 20 feet on all lot setbacks are 20 feet on building permit. sides. all sides. 30 feet (15 feet with 30 feet. Flag lot setbacks are Yes. Verified at time of Rear Yard Setback garage). Flag lot setbacks 20 feet on all sides. building permit. are 20 feet on all sides. Lot 1: 132 feet Lot Width 65 feet Yes Lot 2: 157 feet Lot 1: 15,155 sq. ft. +/- Lot Area 10,000 sq. ft. Yes Lot 2: 22,380 sq. ft. +/- Compliance verified at Parking 2 per dwelling unit 2 per dwelling unit time of building permit. Lot Coverage n/a n/a n/a

Compatibility with existing buildings in terms of size, scale and height. Yes Compliance with Landscaping Requirements Verified. No Compliance with the General Plan. Yes

ISSUES OF CONCERN/PROPOSED MITIGATION

The engineer/surveyor has still not correctly drawn the subdivision plat and plans to comply with the flag lot policy and ordinances regarding driveways.

Existing accessory buildings on proposed lot 2 must be removed from the property with a demolition permit prior to the subdivision plat being signed or recorded.

Junk and other zoning violations must also be cleared from the property before the subdivision plat can be signed or recorded.

NEIGHBORHOOD RESPONSE

No response received as of the writing of this report

REVIEWING AGENCIES RESPONSE

AGENCY: Geology DATE: 9.6.2019 RECOMMENDATON: Revisions Required – Additional Items Required 1. The site occurs in a high liquefaction zone; therefore, the “Geological Hazards Disclosure and Acknowledgement Form" needs to be filled out, recorded, and submitted.

AGENCY: Grading Review DATE: 9.18.2019 RECOMMENDATON: Conceptual Approval – additional items required

Subdivision Summary Page 3 of 6 Request: Subdivision File #: 30934

AGENCY: Urban Hydrology DATE: 9.6.2019 RECOMMENDATON: Revisions Required – Additional Items Required 1. Must Provide more detailed calculations for the storage capacity of the "Perforated Pipe and Gravel Trench". 2. See Sheet CG-100 for additional comments. 3. How is added storm water from the roof drains being directed? Where are the roof drain outlet(s) located?

AGENCY: Traffic DATE: 9.6.2019 RECOMMENDATON: Revisions Required – Additional Items required 1. Both of the existing drive approaches need to be shown on the plans. 2. Since this will be adding another approach to 7200 West, one of the existing drive approaches must be removed. 3. Must meet flag lot requirements e.g. (Lot 2 must extend along the proposed easement to access 7200 West).

AGENCY: Surveyor DATE: 9.18.2019 RECOMMENDATON: Revisions Required 1. Make revisions per other agency comments and other minor revisions and then I can review for approval. - Setback lines can be removed on mylar for final plat. - The plat will create the emergency access easement. Remove this legal description. - Add title block for "Public Utilities Approval". - Pond must be within drainage / PUE - Change the PUE to be a drainage / PUE - Submit title report - Submit corner staking report. - Per state code, make sure the boundary has a heavier weighted line than any other. - Make sure you update the name of the plat throughout the sub. - See other minor revisions per red line comments

AGENCY: Unified Fire Authority DATE: 9.5.2019 RECOMMENDATON: Conceptual Approval 1. Conceptual Plans remain compliant, please note any changes must be approved.

AGENCY: Health Department DATE: 9.9.2019 RECOMMENDATON: Conceptual Approval – Additional Items required 1. There are no new outstanding items other than the ones previously identified: water/sewer availability letters, the subdivision review fee, and a Water Quality & Hazardous Waste Bureau supervisor's signature on the final mylar. A signature can be obtained during normal business hours in our office at 788 E Woodoak Lane in Murray, though it is not a bad idea to call ahead (385-468-3862) to verify supervisor availability. Bring copies of the water/sewer letters with you.

AGENCY: Building DATE: 9.5.2019 RECOMMENDATON: Conceptual Approval 1. Conditions of approval: a. A demolition permit is required to remove the existing structure on the property. b. Building permits are required for the construction of the new home. At time of building permit application, provide complete building plans showing compliance with current building code. At time of building permit application, provide fire flow verification and/or show how compliance is going to be made with any Unified Fire District Guidelines

AGENCY: Public Works Operations DATE: 9.18.2019 RECOMMENDATON: Conceptual Approval

AGENCY: Addressing DATE: 9.12.2019 RECOMMENDATON: Conceptual Approval

Subdivision Summary Page 4 of 6 Request: Subdivision File #: 30934

Compliance with current building, construction, engineering, fire, health, landscape and safety standards will be verified prior to final approval.

PLANNING STAFF ANALYSIS

18.04.250 - Subdivision. "Subdivision" means any land that is divided, resubdivided or proposed to be divided into two or more lots, parcels, sites, units, plots or other division of land for the purpose, whether immediate or future, for offer, sale, lease or development. Subdivision does not include a bona fide division or partition of agricultural land for agricultural purposes, provided that such agricultural land shall be subject to the requirements of the subdivision ordinance upon the conversion of the land from agricultural use to residential, commercial or manufacturing use. Further, this definition shall not apply to the sale or conveyance of any parcel of land which may be shown as one of the lots of a subdivision of which a plat has theretofore been recorded in the office of the county recorder. The word "subdivide" and any derivative thereof shall have reference to the term subdivision as defined in this section.

18.08.010 - Procedure generally. The planning commission shall be the land use authority for subdivisions. In order to assure that each subdivision fully complies with the provisions of this title, the director or director's designee shall administer formal application and review procedures for subdivisions. An application shall not be deemed complete until the full application, fees and all required materials have been submitted. The payment of a partial fee and submission of preliminary plans for a pre-submittal review does not constitute a complete application. Each process shall include the following components: A. An application procedure, which shall include: 1. Submission of an application form, as designed by the director or director's designee to clearly indicate the type of application, property address, applicant information, and other pertinent information; 2. Submission of supplementary materials, including a legal description, property plat, the required number of plans/preliminary plats, and mailing labels (if required) for notifications; 3. Payment of fees, as required under Title 3, Revenue and Finance. B. A review procedure, which shall include: 1. An on-site review by the director or director's designee as provided by Utah Code 17-27a-303; 2. Review of the submitted site plan/preliminary plat for compliance with county land use ordinances; 3. Reference of the application and site plan/preliminary plat to any other government agency and/or affected entity which the director or director's designee deems necessary to protect the health, safety, and welfare of the public and to ensure the project's compliance with all applicable ordinances and codes; 4. The processing of any exception requests that have been made in conjunction with the subdivision application. C. A preliminary plat approval procedure, which shall include: 1. Confirmation that all necessary agencies have responded to the requests for recommendation with a recommendation of approval or approval with conditions; 2. Integration of the recommendations from the other government agencies and affected entities involved above into the preliminary plat; 3. Receipt of a recommendation from the planning staff; 4. Approval of the preliminary plat as outlined in Section 18.12.030, and issuing a preliminary plat approval letter. D. A final plat approval procedure, which shall include: 1. An engineering review to ensure that the final plat complies with all conditions of approval of the preliminary plat and to ensure that the final plat complies with the design standards, codes, and ordinances and with minimum engineering/surveying requirements; 2. A check of appropriate background information, such as: lot access, property title, record of survey, field boundary verification, etc.; 3. The collection of the necessary approval signatures (planning commission representative, director or director's designee, health department, district attorney, county mayor or their designees) on the final plat; 4. Payment of final fees and bond; 5. Recordation of the plat.

Subdivision Summary Page 5 of 6 Request: Subdivision File #: 30934

Extensive corrections to the Preliminary Plat and Subdivision Plans are still required. The applicant has been provided the comments and redlined plans from the reviewers.

Applicant to provide proof of notification of all public utilities of pending plat recordation as no utility signature block is provided.

The access to the rear lot is required to be owned by the rear lot and may not be done by easement. The lot lines must be adjusted accordingly. Landscaping as shown requires the installation of a solid visual barrier fence. Details on this required fence have not been provided.

Easements are required for storm water from lot 2 to cross and drain into pond on lot 1.

Based on the traffic analysis one of the drive approaches to lot 1 must be removed. Only one driveway access out to the public street per lot is permitted under ordinance.

PLANNING STAFF RECOMMENDATION

Planning Staff recommends that the Magna Metro Township Planning Commission grant approval to the Preliminary Plat for the 2 lot Carmelita Subdivision subject to the following conditions: 1. That the applicant works with staff and outside review agencies to correct the remaining issues with the Preliminary Plat and subdivision plans that do not yet meet the policies or ordinances that they administer.

Subdivision Summary Page 6 of 6 File # 30934 Zoning Map

West A-1 z/c Valley City

A-1 z/c File # 30934 Aerial Map

CARMELITA SUBDIVISION NORTHEAST CORNER OF SECTION 28 GENERAL NOTES PARCEL CURVE TABLE TOWNSHIP 1 SOUTH, RANGE 2 WEST LOCATED IN A PORTION OF THE NORTHEAST QUARTER OF SALT LAKE BASE AND MERIDIAN (FOUND BRASS CAP MONUMENT) SURVEYOR'S CERTIFICATE C # L (FT) R (FT) D (°) DIR CD (FT) SECTION 28, TOWNSHIP 1 SOUTH, RANGE 2 WEST, S.L.B.M. I, DAVID B. JOHNSON, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR AND DO HOLD CERTIFICATE NO. 5338869 AS PRESCRIBED UNDER LAWS OF THE STATE OF UTAH. I C1 44.44 28.00 90°56'35" S44°26'22"W 39.92 MAGNA METRO TOWNSHIP, SALT LAKE COUNTY, UTAH. FURTHER CERTIFY THAT BY AUTHORITY OF THE OWNERS, I HAVE MADE A SURVEY OF THE EMERGENCY ACCESS AND UTILITY EASEMENT TRACT OF LAND SHOWN ON THIS PLAT AND DESCRIBED BELOW, AND HAVE SUBDIVIDED SAID C2 43.52 28.00 89°03'25" N45°33'38"W 39.27 A PERPETUAL EMERGENCY ACCESS AND PUBLIC UTILITY EASEMENT BEING PART OF LOT 1 AND LOT2 OF THE CARMELITA SUBDIVISION LOCATED IN THE NORTHEAST QUARTER OF 2700 SOUTH STREET SECTION 28, TOWNSHIP 1 SOUTH, RANGE 2 WEST, S.L.B.M MAGNA METRO TOWNSHIP, SALT LAKE COUNTY, UTAH. THE BOUNDARY OF SAID PERPETUAL EASEMENT IS A S FOLLOWS: TRACT OF LAND INTO LOTS AND EASEMENTS AS SHOWN ON THIS PLAT, HEREAFTER TO BE KNOWN AS MARTINEZ SUBDIVISION. I FURTHER CERTIFY THAT THE SAME HAS BEEN BEGINNING AT A POINT ON THE WEST RIGHT-OF-WAY LINE OF 7200 WEST WHICH IS NORTH 00°05'21" WEST A DISTANCE OF 1475.10 FEET; THENCE NORTH 89°54'39" WEST A DISTANCE OF CORRECTLY SURVEYED AND MONUMENTED ON THE GROUND AND MEETS FRONTAGE WIDTH 40.00 FEET; THENCE NORTH 00°05'21" WEST A DISTANCE OF 132.38 FEET FROM THE EAST QUARTER CORNER OF SAID SECTION 28; THENCE SOUTH 89°54'39" WEST A DISTANCE OF 77.15 AND AREA REQUIREMENTS OF THE APPLICABLE ZONING ORDINANCES. FEET;TO A POINT ON A CURVE; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 28.00 FEET (CHORD BEARS SOUTH 44°26'22" WEST A DISTANCE OF 39.92 FEET THROUGH A CENTRAL ANGLE OF 90°56'35") A DISTANCE OF 44.44 FEET; THENCE SOUTH 01°01'56" EAST A DISTANCE OF 31.54 FEET; THENCE SOUTH 89°54'39" WEST A DISTANCE OF 20.00 BOUNDARY DESCRIPTION FEET; THENCE NORTH 01°01'56" WEST A DISTANCE OF 32.47 FEET; TO A POINT ON A CURVE; THENCE ALONG A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 28.00 FEET (CHORD LOCATION BEARS NORTH 45°33'38" WEST A DISTANCE OF 39.27 FEET THROUGH A CENTRAL ANGLE OF 89°03'29") A DISTANCE OF 43.52 FEET; THENCE SOUTH 89°54'39" WEST A DISTANCE OF 22.63 AN ENTIRE TRACT OF LAND DESCRIBED INT HAT WARRANTY DEED RECORDED AUGUST 11, FEET; THENCE NORTH 00°05'21" WEST A DISTANCE OF 20.00 FEET; THENCE NORTH 89°54'39" EAST A DISTANCE OF 175.79 FEET; THENCE SOUTH 00°05'21" EAST A DISTANCE OF 20.00 FEET 2017 AS ENTRY NO. 12594845 IN BOOK 10587, AT PAGE 5303 IN THE OFFICE OF THE SALT LAKE TO THE POINT OF BEGINNING. COUNTY RECORDER, SITUATED IN THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE 2 WEST, S.L.B.M, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS SAID EASEMENT CONTAINS 5052.64 SQUARE FEET (0.1160 ACRES) MORE OR LESS. FOLLOWS: OWNER: ADRIANA AND

5.00'

5.00' ABELARDO CAVAZOS OWNER: STEVE RUSHTON 72OO WEST STREET BEGINNING AT THE NORTHEAST CORNER OF RUSHTON ESTATES SUBDIVISION RECORDED APRIL 30, 2014 AS ENTRY NO. 11842140 IN BOOK 2014 P OF PLATS, AT PAGE 88 IN THE OFFICE ADDRESS: 7215 W 2820 S ADDRESS: 7211 W 2820 S OF SAID RECORDER AND THE WEST RIGHT-OF-WAY LINE OF 7200 WEST STREET WHICH IS ID: 14-28-227-005 ID: 14-28-227-016 N89°54'39"E 238.50' NORTH 00°05'21" WEST A DISTANCE OF 1475.10 FEET ALONG THE EAST SECTION LINE OF SAID 175.79' 116.02' SECTION 28; AND LEAVING SAID EASTERLY SECTION LINE SOUTH 89°54'39" WEST A DISTANCE 122.48' N89° 54' 39"E 175.79' OF 40.00 FEET FROM THE EAST QUARTER CORNER OF SAID SECTION 28: THENCE; SOUTH

BASIS OFBEARING-NORTH00°05'21"WEST2644.31(M)2644.25(RECPERARP) 89°54'39" WEST (DEED = WEST) A DISTANCE OF 238.50 FEET ALONG THE NORTH BOUNDARY LINE TO THE NORTHWEST CORNER OF SAID RUSHTON ESTATES SUBDIVISION AND THE N89° 54' 39"E 175.79' VICINITY MAP EASTERLY BOUNDARY LINE OF KRAMER SUBDIVISION RECORDED APRIL 15, 2005 AS ENTRY NO. OWNER: LESLIE SILER

115.78' 20.00' 9350318 IN BOOK 2005 OF PLATS, AT PAGE 105 IN THE OFFICE OF SAID RECORDER; THENCE 20.00' 60.01' NORTH 00°05'21"WEST (DEED = NORTH) A DISTANCE OF 157.38 FEET ALONG THE WESTERLY

ADDRESS: 7259 W 2820S S00° 05' 21"E 05' S00° 7200 WESTSTREET N00° 05' 21"W 05' N00° S89° 54' 39"W S89° 54' 39"W LINE OF KRAMER SUBDIVISION TO THE NORTHWEST CORNER OF SAID ENTIRE TRACT; THENCE

ID: 14-28-227-013 NORTH 89°54'39" EAST (DEED = EAST) A DISTANCE 238.50 FEET ALONG THE NORTHBOUNDARY 22.63' 77.15' LEGEND 13.00' LINE OF SAID ENTIRE TRACT TO SAID WEST RIGH-OF-WAY LINE; CONTINUING THENCE ALONG C1 SAID WESTERLY LINE SOUTH 00°05'21" EAST (DEED = SOUTH) A DISTANCE OF 157.38 FEET TO C2 POINT SECTION CORNER (FOUND) THE POINT OF BEGINNING. OF R28.00' BEGINNING SAID ENTIRE TRACT CONTAINS 37,235.43 SQUARE FEET (0.8548 ACRES) AND 2 LOTS. PROPERTY CORNER PLACED R28.00' (MARKED "JOHNSON 5338869") SECTION LINE 9/03/2019 STREET CENTER LINE ______DAVID B. JOHNSON DATE SURVEYOR'S NAME TIE LINE LICENSE NO. 5338869

BOUNDARY LINE

32.47'

S01° 01' 56"E 70.01' 56"E 01' S01° 31.54'

ADJACENT

N01° 01' 56"W 01' N01° S01° 01' 56"E 01' S01°

(PUBLIC STREET) BOUNDARY LINE LOT 2 LOT 1 EASEMENT LINE OWNER'S DEDICATION 0.45 AC. S89° 54' 39"W 0.41 AC. (19,479.49 SF) (18,055.94 SF) 20.00' 20.00' 2866 SOUTH KNOW ALL MEN BY THESE PRESENTS THAT______, THE ______156.41 (PER DEED) 2862 SOUTH

UNDERSIGNED OWNER(S) OF THE ABOVE DESCRIBED TRACT OF LAND HAVING CAUSED SAME N00°05'15"W 157.38' N00°05'15"W SETBACK LINE 156.41 (PER DEED)

SETBACK LINE TO BE SUBDIVIDED INTO LOTS AND STREETS TO BE HEREAFTER KNOWN AS S00°05'21"E 157.38' S00°05'21"E

OWNER: MIKE AND N00° 05' 21"W 132.38' (TIE) 132.38' 21"W 05' N00° ADDRESS: 2885 S 7270W KARLIE BROWN MARTINEZ SUBDIVISION ID: 14-28-227-014 DO HEREBY DEDICATE FOR PERPETUAL USE OF THE PUBLIC ALL PARCELS OF LAND SHOWN ON THIS PLAT AS INTENDED FOR PUBLIC USE. THE OWNER(S) WARRANT AND DEFEND AND SAVE THE CITY HARMLESS AGAINST ANY EASEMENTS OR OTHER ENCUMBRANCES ON A N01°01'56"W 157.40' N01°01'56"W DEDICATED STREET WHICH WILL INTERFERE WITH THE CITY'S USE, MAINTENANCE AND 20.00' 30.01' OPERATION OF THE STREET. IN WITNESS WHEREOF ___HAVE HEREUNTO SET ___ THIS ___ DAY OF ___, A.D. 20__. 20.00' ______OWNER 30.04' WEST RIGHT-OF-WAY-LINE OWNER'S ACKNOWLEDGEMENT FOR 7200 WEST

20.00' STATE OF UTAH COUNTY OF ______}SS 80.00' NORTH BOUNDARY OF RUSHTON POINT OF BEGINNING ESTATES SUBDIVISION ON THE ______DAY OF______A.D. 20_____, ______PERSONALLY 125.07' 113.43' APPEARED BEFORE ME THE UNDERSIGNED NOTARY PUBLIC, IN AND FOR SAID COUNTY OF S89°54'39"W 238.50' S89° 54' 39"W 40.00' (TIE) ______, UTAH, THE SIGNER(S) OF THE ABOVE OWNER'S DEDICATIONS, XX IN NUMBER, 10.00' PUE N WHO DULY ACKNOWLEDGED TO ME THAT ______SIGNED IT FREELY AND LOT 2 LOT 1 VOLUNTARILY AND FOR THE USES AND PURPOSES THEREIN MENTIONED. OWNER: JACOB AND OWNER: LESTER AND KADIE KINNEY SUSANA VERDUZCO MY COMMISSION EXPIRES: ______ADDRESS: 7222 W RUSTON VILL CT ADDRESS: 7216 W RUSTON VILL CT OWNER: ISAAC AND ______ADDRESS: 7228 W RUSHTON VILL CT ID: 14-28-277-044 ID: 14-28-277-043 KELLY PICKERING NOTARY PUBLIC LOT 3 RESIDING IN ______COUNTY.

ID: 14-28-277-045 DRAWN BY: CHECKED BY: APPROVED BY: SHEET: RUSHTON ESTATES SUBDIVISION DBJ DBJ DBJ PROJECT NO: ENTRY # 11842140 BK: 20149, PG: 88 EAST QUARTER CORNER OF SECTION 28 V-100 01 OF 01 TOWNSHIP 1 SOUTH, RANGE 2 WEST 18-055 SALT LAKE BASE AND MERIDIAN DATE: (FOUND BRASS CAP MONUMENT) 01 PRELIMINARY 07/19

BENCHMARK (4271.92) 09/03/2019 N00° 05' 21"W 1475.10' (TIE) 1475.10' 21"W 05' N00° SCALE: 02 FINAL 08/19 1":16' NO. REVISION DATE

SIGNATURES DEVELOPER INFORMATION: SHEET INFORMATION: RECORD OF SURVEY CHECKED FOR ZONING AND COMPLIANCE UNIFIED FIRE AUTHORITY APPROVAL HEALTH DEPARTMENT COSME MENDEZ AND CARMELITA MARTINEZ

ZONE: ______LOT AREA:______LOT WIDTH:______2866 SOUTH 7200 WEST MARTINEZ SUBDIVISION MAGNA, UTAH 84044 LOCATED IN A PORTION OF THE NORTHEAST QUARTER OF ______FRONT YARD:_____ SIDE YARD:______REAR YARD:______SIGNED DATE SALT LAKE COUNTY HEALTH DEPARTMENT DATE (801) 330-7337 SECTION 28, TOWNSHIP 1 SOUTH, RANGE 2 WEST, S.L.B.M. MAGNA METRO TOWNSHIP, SALT LAKE COUNTY, UTAH. ______APPROVAL AS TO FORM PLANNING COMMISSION ROS NO.______SIGNED DATE APPROVED AS TO FORM ON THIS ____ DAY OF _____ A.D. 20___.

COUNTY MAYOR PLAN CHECK ENGINEER / SURVEYOR INFORMATION: COUNTY RECORDER ______PRESENTED TO THE SALT LAKE COUNTY MAYOR THIS ______I HEREBY CERTIFY THAT THIS OFFICE HAS EXAMINED THIS MAGNA METRO TOWNSHIP ATTORNEY MAGNA METRO TOWNSHIP COMMISSION DATE RECORDED # ______DAY OF ______A.D. 20_____ AT WHICH TIME THIS PLAT AND IT IS CORRECT IN ACCORDANCE WITH INFORMATION STATE OF UTAH, COUNTY OF SALT LAKE, RECORDED AND FILED AT THE REQUEST OF SUBDIVISION WAS APPROVED AND ACCEPTED. ON FILE IN THIS OFFICE. FLOOD CONTROL AND ENGINEERING ADDRESSING APPROVAL ______JOHNSON ENGINEERING DATE: ______TIME: ______BOOK: ______PAGE: ______4436 SOUTH 1025 EAST ● SALT LAKE CITY, UTAH 84124

______

www.johnsonengineeringinc.com ______MAYOR OR DESIGNEE PLAN REVIEW SECTION MANAGER DATE SIGNED DATE SIGNED DATE Phone: 801-787-4569 FEE $ SALT LAKE COUNTY RECORDER X:\Active Projects\18055 Carmelita Subdivision\04 Design\Drawings\Design\Plan Sheets\Final Plat.dwg Sheets\Final Design\Drawings\Design\Plan Subdivision\04 Carmelita Projects\18055 X:\Active X:\Active Projects\18055 Carmelita Subdivision\03 Existing Conditions\Drawings\Design\Record of Survey.dwg

LEGAL DESCRIPTIONS:

PROJECT; THENCE NORTH 156.41 FEET PARALLEL WITH SAID CONTROL LINE TO THE FEET NORTH FROM THE EAST QUARTER CORNER OF SAID SECTION 28; AND RUNNING PARCEL OF LAND ARE DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHEAST CORNER OF SAID ENTIRE TRACT, WHICH POINT IS 1476.07 BASE AND MERIDIAN, ENTIRE TRACT IS DESCRIBED IN THE QUITE CLAIM DEED, BOOK KNOWN AS SALT LAKE COUNTY PROJET NO. CJ03-09-0002, BEING PART OF AN ENTIRE LESS AND EXCEPTING THAT PORTION CONVEYED TO SALT LAKE COUNTY IN CERTAIN MERIDIAN, AND RUNNING THENCE NORTH 156.41 FEET; WEST 278.5 PER DEED: COMMENCING 1476.07 FEET FROM THE SOUTHEAST CORNER OF NORTHEAST 9000, PAGE 8986, SALT ALKE COUNTY RECORDER'S OFFICE. THE BOUNDARIES OF SAID 5432 OF OFFICIAL RECORDS, AND DESCRIBED AS FOLLOWS; SOUTH 156.41 FEET; THENCE EAST 278.5 FEET TO THE POINT OF BEGINNING. QUARTER OF SECTION 28, TOWNSHIP 1 SOUTH, RANGE 2 WEST, SALT LAKE BASE AND THENCE WEST 40.00 FEET ALONG THE SOUTH BOUNDARY LINE OF SAID ENTIRE TRACT TO TRACT OF PROPERTY, SITUATE IN THE NE1/4NE WARRANTY DEED RECORDED MAY 31, 2011 AS ENTRY NO. 11189841 IN BOOK 9927 AT PAGE A POINT 40.00 FEET PERPENDICULARLY WEST FROM THE CONTROL LINE OF SAID A PARCEL OF LAND IN FEE, FOR THE WIDENING EXISTING 7200 WEST STREET ID: 14-28-227-013 ID:

ID: 14-28-227-014 ID:

ADDRESS: 7259 W 2820 S 2820 W 7259 ADDRESS:

ADDRESS: 2885 S 7270 W 7270 S 2885 ADDRESS:

OWNER: LESLIE SILER LESLIE OWNER:

KARLIE BROWN KARLIE 1.43' OWNER: MIKE AND MIKE OWNER: N

N00°05'15"W 157.38' 156.41 (PER DEED)

2.54'

ADDRESS: 7228 W RUSHTON VILL CT VILL RUSHTON W 7228 ADDRESS:

ID: 14-28-277-045 ID: KELLY PICKERING KELLY OWNER: ISAAC AND ISAAC OWNER: OWNER: ADRIANA AND ABELARDO CAVAZOS ADDRESS: 7215 W 2820 S ESTATES SUBDIVISION NORTH BOUNDARY OF RUSHTON

EXISTING SHED ID: 14-28-227-005 LOT 3 LOT

4 1

OF SECTION 28, T.1.S, R2 W., SALT LAKE 1.39'

4254 4254 ADDRESS: 7222 W RUSTON VILL CT OWNER: JACOB AND 4254 KADIE KINNEY ID: 14-28-277-044 LINE OF SAID SECTION 28; AND LEAVING EASTERLY SOUTH 89°54'39" BEGINNING AT THE NORTHEAST CORNER OF RUSHTON ESTATES SUBDIVISION RECORDED DESCRIBED AS FOLLOWS: LAKE COUNTY RECORDER, SITUATED IN THE NORTHEAST QUARTER OF SECTION 28, PER SURVEY: POINT OF BEGINNING. NORTH BOUNDARY LINE TO THE NORTHEAST CORNER OF SAID ENTIRE TRACT; THENCE NORTH BOUNDARY LINE OF SAID ENTIRE TRACT; THENCE EAST 40.00 FEET ALONG OF SAID RECORDER; THENCE NORTH 00°05'21"WEST (DEED = NORTH) A DISTANCE OFFICE OS SAID RECORDER AND THE WEST RIGHT-OF-WAY LINE OF 7200 STREET SUBDIVISION AND THE EASTERLY BOUNDARY LINE OF KRAMER RECORDED SOUTH 156.41 FEET ALONG THE EAST BOUNDARY LINE OF SAID ENTIRE TRACT TO 28: THENCE; SOUTH 89°54'39" WEST (DEED = WEST) A DISTANCE OF 238.50 FEET ALONG 2017 AS ENTRY NO. 12594845 IN BOOK 10587, AT PAGE 5303 THE OFFICE OF SALT THE NORTH BOUNDARY LINE TO NORTHWEST CORNER OF SAID RUSHTON ESTATES TOWNSHIP 1 SOUTH, RANGE 2 WEST, S.L.B.M, SAID PARCEL BEING MORE PARTICULARLY WEST A DISTANCE OF 40.00 FEET FROM THE EAST QUARTER CORNER SAID SECTION WHICH IS NORTH 00°05'21" WEST A DISTANCE OF 1475.10 FEET ALONG THE EAST SECTION APRIL 15, 2005 AS ENTRY NO. 9350318 IN BOOK OF PLATS, AT PAGE 105 THE OFFICE APRIL 30, 2014 AS ENTRY NO. 11842140 IN BOOK P OF PLATS, AT PAGE 88 THE AN ENTIRE TRACT OF LAND DESCRIBED INT HAT WARRANTY DEED RECORDED AUGUST 11, LOT 2 SECTION 28, TOWNSHIP 1 SOUTH, RANGE 2 WEST, S.L.B.M. LOCATED IN A PORTION OF THE NORTHEAST QUARTER MAGNA METRO TOWNSHIP, SALT LAKE COUNTY, UTAH. ADDRESS: 2866 SOUTH 7200 WEST RECORD OF SURVEY

S89°54'39"W 238.50'

10.00' TAX ID: 14-28-227-015

N89°54'39"E 238.50' AREA: 37535.42 SF SUBJECT PARCEL MAP NOTES AND LEGEND (0.86 AC.) ENTRY # 11842140 BK: 20149, PG: 88

RUSHTON ESTATES 1.92' SUBDIVISION EXISTING HOUSE ADDRESS: 7216 W RUSTON VILL CT OWNER: LESTER AND SUSANA VERDUZCO 157.38 FEET ALONG THE WESTERLY LINE OF KRAMER SUBDIVISION TO NORTHWEST DISTANCE 238.50 FEET ALONG THE NORTHBOUNDARY LINE OF SAID ENTIRE TRACT TO SAID ENTIRE TRACT CONTAINS 37,235.43 SQUARE FEET (0.8548 ACRES) SAID WEST RIGH-OF-WAY LINE; CONTINUING THENCE ALONG WESTERLY LINE SOUTH CORNER OF SAID ENTIRE TRACT; THENCE NORTH 89°54'39" EAST (DEED = EAST) A 00°05'21" EAST (DEED = SOUTH) A DISTANCE OF 157.38 FEET TO THE POINT BEGINNING. EAST QUARTER CORNER OF SECTION 28 ID: 14-28-277-043 OWNER: STEVE RUSHTON TOWNSHIP 1 SOUTH, RANGE 2 WEST LOT 1 (FOUND BRASS CAP MONUMENT) ADDRESS: 7211 W 2820 S

SALT LAKE BASE AND MERIDIAN ex.ohp RIGHT-OF-WAY-LINE ID: 14-28-227-016

FOR 7200 WEST ex. ngas ex. POINT OF BEGINNING BENCHMARK (4271.92)

ex.ss 04 > ex.ohp WEST

NORTHEAST CORNER OF SECTION 28

ex. ngas ex. TOWNSHIP 1 SOUTH, RANGE 2 WEST 0.36'

(FOUND BRASS CAP MONUMENT) 2.80'

SALT LAKE BASE AND MERIDIAN ex.ohp

ex.ss 04 > S00°05'21"E 157.38'

S89° 54' 39"W 40.00' (TIE)

ex. ngas ex.

ex. ngas ex. ex. ngas ex.

ex. ngas ex. ex. ngas ex. 156.41 (PER DEED)ngas ex. ex. ngas ex. ex. ngas ex.

ex. ngas ex.

W ngas ex. ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp

7200 WEST STREET STREET WEST 7200

W STREET) (PUBLIC

ex.sd 12 > 12 ex.sd

ex.w 08 ex.w

ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w

ex.w 08 ex.w ex.ss 04 > BASIS OF BEARING - NORTH 00°05'21" WEST 2644.31 (M) 2644.25 (REC PER ARP) PER (REC 2644.25 (M) 2644.31 WEST 00°05'21" NORTH - BEARING OF BASIS 80.00'

N00° 05' 21"W 1475.10' (TIE) D ex.sd 15 > ex.sd 15 > ex.sd 15 > ex.sd 18 > ex.sd 18 > ex.sd 18 > ex.sd 18 > ENGINEER / SURVEYOR INFORMATION: CLIENT / OWNER INFORMATION: CARMELITA MARTINEZ 3543 WEST SAN CARLOS DRIVE 801-330-7337 ---- WEST VALLEY CITY, UTAH 84119

ex.ss 12 > S ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 >

ex.sd 15 >

ex.c ex.c ex.c

ex.c ex.c ex.c ex.c ex.c ex.c

ex.c ex.c

ex.c

T ex.c

ex.sd 15 > ex.c

ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c PHONE: (801)-787-4569 JOHNSON 4436 SOUTH 1025 EAST ● SALT LAKE CITY, UTAH 84124 www.johnsonengineeringinc.com UNDERGROUND POWER FIRE HYDRANT NATURAL GAS OVERHEAD POWER CULINARY WATER LINE STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SANITARY SEWER MANHOLE STORM DRAIN SANITARY SEWER LINE STREET MONUMENT (NOT FOUND) SECTION CORNER (NOT FOUND) SECTION CORNER (FOUND) WATER METER VAULT PROPERTY CORNER PLACED PROPERTY CORNER FOUND BENCHMARK (MARKED "JOHNSON 5338869") CONTROL POINT STREET MONUMENT DECORATIVE FENCE LINE EASEMENT LINE BARBED WIRE FENCE LINE BOUNDARY LINE BOUNDARY LINE STREET CENTER LINE SECTION LINE TIE LINE WOOD FENCE LINE ADJACENT ENGINEERING LEGEND X NGAS UPG OHP SD SS W D W S COUNTY SURVEYOR INFORMATION: DBJ DATE: PROJECT NO: DRAWN BY: SCALE: 1. REFERENCE DOCUMENTS: NARRATIVE: IS NOTED HEREON. ONLY THE DOCUMENTS BELOW WERE SUPPLIED OR I, DAVID B. JOHNSON, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR, AND EVERY DOCUMENT OF RECORD REVIEWED AND CONSIDERED AS PART THIS SURVEY HAVE A MADE SURVEY OF THE FOLLOWING DESCRIBED PROPERTY, THAT THIS PLAT FURTHER CERTIFY THAT BY THE AUTHORITY OF OWNER, OR HIS REPRESENTATIVE, I NOR RESULTS OF TITLE SEARCH WERE FURNISHED THE SURVEYOR UNLESS NOTED MERIDIAN BETWEEN THE EAST CORNER AND NORTHEAST AS SHOWN ON DEVELOPMENT ON THE PROPERTY. DATE SURVEYOR'S CERTIFICATE: OTHERWISE. THERE MAY EXIST OTHER DOCUMENTS OF RECORD THAT WOULD AFFECT OBTAINED FOR BY THE SURVEYOR. NO ABSTRACT OF TITLE, NOR TITLE COMMITMENT, CORRECTLY SHOWS THE TRUE DIMENSIONS OF BOUNDARIES SURVEYED AND 3. SECTION LINE OF 28 TOWNSHIP 1 SOUTH, RANGE WEST SALT LAKE BASE AND SAID BOUNDARIES. 2. THESE PARCELS. THIS MAP. THE BASIS OF BEARING FOR THIS SURVEY IS NORTH 00°05'21" WEST ALONG EAST THIS SURVEY WAS PERFORMED ON 2/22/2019. THIS SURVEY WAS REQUESTED BY THE OWNER FOR FUTURE TWO LOT THAT I HOLD LICENSE NO. 5338869 AS PRESCRIBED BY THE LAWS OF STATE UTAH. 4. VISIBLE IMPROVEMENT AFFECTING THE BOUNDARIES AND THEIR POSITION IN RELATIONSHIP TO ______IN BOOK 2014 P OF PLATS, AT PAGE 88 THE OFFICE SALT LAKE COUNTY US TITLE REPORT ORDER NUMBER SL96984CW. RECORDER RUSHTON ESTATES SUBDIVISION RECORDED APRIL 30, 2014 AS ENTRY NO. 11842140 KRAMER SUBDIVISION RECORDED APRIL 15, 2005 AS ENTRY NO. 9350318 IN BOOK 2005 OF PLATS, AT PAGE 105 IN THE OFFICE SALT LAKE COUNTY RECORDER LOCATION 1": 18-055 2019-09-04 DBJ CHECKED BY: 16

' 2700 SOUTH STREET SOUTH 2700 DBJ APPROVED BY: GENERAL NOTES VICINITY MAP SHEET: NO. 01

V-101 72OO WEST STREET REVISION FINAL 01 OF 09/19 DATE 01 X:\Active Projects\18055 Carmelita Subdivision\04 Design\Drawings\Design\Plan Sheets\Site Plan.dwg 0 N 16 32

N00°05'15"W 157.38'

> > > > > > > > > > > > > > > INSTALL 6" SWALE AND 12" FRENCH DRAIN TO DIRECT STORM WATER INSTALL 5,056 SF OF ASPHALT LOT 2 > RUNOFF TO POND 02

122.48' INSTALL 6" SWALE AND 12" FRENCH 20.00'

125.07' DRAIN TO DIRECT STORM WATER >

N00° 05' 21"W 20.00' 5.00' DRIVEWAY

S89° 54' 39"W

22.63' > RUNOFF TO POND 02 > 3" ASPHALT

> >

60.01' 01

R28.00'

> >

S89°54'39"W 238.50' 68.44'

SCALE - 1" = 16' PLAN VIEW

> N89°54'39"E 238.50' C2

> > SCALE - 1" = 2' DRIVEWAY CROSS SECTION > >

8" ROAD BASE 32.47' 12.00'

S89° 54' 39"W N01° 01' 56"W POND 2 20.00' S01° 01' 56"E 70.01' N01°01'56"W 157.40'

12.00'

POND 1 S01° 01' 56"E

> >

> N89° 54' 39"E 175.79' 31.54' >

N89° 54' 39"E 175.79'

C1 THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF JOHNSON ENGINEERING COMPANY, SHALL NOT BE COPIED, REDUCED, OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.

FLARED END > PLASTIC 12" (TYP) SECTION R28.00'

12" PROPERLY PREPARED NATIVE SOIL > INSTALL 6" SWALE AND 12" FRENCH RUNOFF TO POND 01 DRAIN TO DIRECT STORM WATER > LOT 1 115.78' HOUSE

113.43' (E)

116.02' >

S89° 54' 39"W

77.15' > > DRIVEWAY (E) >

> 5.00' N00° 05' 21"W 132.38' (TIE) S00° 05' 21"E S00°05'21"E 157.38' 20.00'

S89° 54' 39"W 40.00' (TIE) W W PLAN 221 TYPE A. PER APWA STANDARD DRIVEWAY APPROACH SAWCUT EXISTING TBC AND CONSTRUCT NEW

7200 WEST STREET

N00° 05' 21"W 1475.10' (TIE) D

ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c

ex.c

ex.c ex.c

T ex.c

ex.c

ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ENGINEER / SURVEYOR INFORMATION: CLIENT / OWNER INFORMATION: SHEET INFORMATION: DBJ DRAWING IS NOT TO SCALE IF LESS THAN 24"x36". DIMENSIONS KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. DATE: PROJECT NO: DRAWN BY: SCALE: AND NOTES SUPERCEDE SCALE. 1. NOTES: CARMELITA MARTINEZ 3543 WEST SAN CARLOS DRIVE 801-330-7337 ---- 2. WEST VALLEY CITY, UTAH 84119 PROPERLY CLEAR AND GRUB DRIVEWAY AREA. DRIVEWAY SHALL BE CONSTRUCTED AS FOLLOWS UNLESS OTHERWISE SPECIFIED BY GEOTECHNICAL REPORT: -12" PROPERLY PREPARED NATIVE SOIL -8" ROAD BASE -3" ASPHALT CARMELITA SUBDIVISION 1": 18-055 2019-09-03 DBJ CHECKED BY: 16 MAGNA, SALT LAKE COUNTY, UTAH JOHNSON 4436 SOUTH 1025 EAST ● SALT LAKE CITY, UTAH 84124 ' LEGEND AND GENERAL NOTES SITE PLAN DBJ APPROVED BY: SHEET: NO. 01 1 ENGINEERING www.johnsonengineeringinc.com 7/16/19 9/3/19 DATE CS-100 Phone: 801-787-4569 PRELIMINARY REVISED REVISION REVISION REVISED PRELIMINARY Phone: 801-787-4569 CG-100 DATE 9/3/19 7/16/19 www.johnsonengineeringinc.com ENGINEERING 1 01 NO. SHEET: APPROVED BY: DBJ LEGEND AND GENERAL NOTES AND GENERAL LEGEND ' GRADING PLAN 4436 SOUTH 1025 EAST ● SALT LAKE CITY, UTAH 84124 JOHNSON MAGNA, SALT LAKE COUNTY, UTAH 16 CHECKED BY: DBJ 2019-09-03 18-055 1": CARMELITA SUBDIVISION THE FINAL GRADING FOR LOT 2 MAY DIFFER. HOUSE PLANS INDIVIDUAL SITE AND DIFFER. HOUSE PLANS FOR LOT 2 MAY THE FINAL GRADING GRADING PLAN REQUIRED FOR LOT 2. GRADING PLAN REQUIRED POND SIDE SLOPES NOT BE GREATER THAN 3:1. POND SIDE SLOPES NOT WEST VALLEY CITY, UTAH 84119 2. ---- 801-330-7337 3543 WEST SAN CARLOS DRIVE CARMELITA MARTINEZ NOTES: 1. AND NOTES SUPERCEDE SCALE. SCALE: DRAWN BY: PROJECT NO: DATE: KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. DRAWING IS NOT TO SCALE IF LESS THAN 24"x36". DIMENSIONS DBJ SHEET INFORMATION: CLIENT / OWNER INFORMATION: ENGINEER / SURVEYOR INFORMATION:

ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c

ex.c > 15 ex.sd

ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c T ex.sd 15 > 15 ex.sd

ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss ex.ss 12 > 12 ex.ss

ex.sd 15 > 15 ex.sd ex.sd 15 > 15 ex.sd ex.sd 15 > 15 ex.sd ex.sd 18 > 18 ex.sd ex.sd 18 > 18 ex.sd ex.sd 18 > 18 ex.sd ex.sd 18 > 18 ex.sd D

ex.ss 04 > 04 ex.ss ex.w 08 ex.w 08 ex.w 08 ex.w 08 ex.w 08 ex.w 08 ex.w 08 ex.w 08 ex.w 08 ex.w 08 ex.w 08 ex.w 08

ex.sd 12 >

EX. TBC = 4254.90' = TBC EX. EX. TBC = 4254.89' = TBC EX. EX. TBC = 4254.96' = TBC EX.

ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp

ex. ngas ex. ngas ex. ngas ex. ngas ex. ngas ex. ngas ex. ngas ex. ngas ex.W ngas ex. ngas ex. ngas W

FG = 4255.98' = FG

S00°05'21"E 157.38' S00°05'21"E ex.ss 04 > 04 ex.ss

ex.ohp

> -0.35%

ex. ngas >

ex.ohp

(E) ex.ss 04 > 04 ex.ss DRIVEWAY

ex. ngas >

ex.ohp >

> 116.02' AND FRENCH 6" SWALE (E)

DRAIN 113.43' HOUSE LOT 1

FG = 4254.04' = FG FG = 4254.50' = FG

> THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF JOHNSON ENGINEERING COMPANY, AND SHALL NOT BE COPIED, REDUCED, OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.

FG = 4253.44'

FG = 4254.00' = FG

FG = 4253.85' = FG

FG = 4253.84' = FG

> 4253.85' = FG

> > > FG = 4252.50'

-0.41% 1 POND

FG = 4253.85'

FG = 4254.00' = FG FG = 4254.00' = FG N01°01'56"W 157.40' N01°01'56"W FG = 4254.00' = FG

POND 2 POND

FG = 4253.84' = FG

FG = 4253.84' = FG -1.24%

FG = 4254.00' = FG >

> > > PLAN VIEW SCALE - 1" = 16' 0.65%

N89°54'39"E 238.50' N89°54'39"E >

S89°54'39"W 238.50' S89°54'39"W -5.59% 01 > > FG = 4252.50' GRADE BREAK

FG = 4253.85' FG = 4253.84' = FG FG = 4253.83'

> >

-1.84% 4254

DRAIN > > 6" SWALE

AND FRENCH FG = 4253.84' = FG FG = ???' = FG

> 125.07' 122.48' 4254.80 AT BUILDING =

FINISH GRADE 4254 > LOT 2 >

> -6.25% AND FRENCH 6" SWALE DRAIN >

> > > > > > > > > > > > N00°05'15"W 157.38' N00°05'15"W 32 16 N

0 X:\Active Projects\18055 Carmelita Subdivision\04 Design\Drawings\Design\Plan Sheets\Grading Plan.dwg Sheets\Grading Design\Drawings\Design\Plan Subdivision\04 Carmelita Projects\18055 X:\Active X:\Active Projects\18055 Carmelita Subdivision\04 Design\Drawings\Design\Plan Sheets\Drainage Plan.dwg DRAWING IS NOT TO SCALE IF LESS THAN 24"x36". DIMENSIONS KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. AND NOTES SUPERCEDE SCALE. 0 N 16

> > > > > > > > > > > > EG = 4254.00' EG = 4253.65' >

-6.25% 02 4254

-6.55% > SCALE - 1" = 2' PONDS PROFILE 12" FRENCH DRAIN WITH FRENCH DRAIN VOLUME = 896 CF 6" DEPRESSION > -4.47% AREA = 19,479.49 SF LOT 2 >

4254 FRENCH DRAIN STORAGE > 12" FRENCH DRAIN WITH 6" FREEBOARD

DRIVEWAY AREA = 1,961 SF VOLUME = 158 CF 6" DEPRESSION -1.79% >

2.00' > 4254 LOT 2

> >

01 > > SCALE - 1" = 16' PLAN VIEW

4254 >

> > > > -1.55%

-1.42% 12.00' POND 2 = 435 CF

4254 -3.02% THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF JOHNSON ENGINEERING COMPANY, SHALL NOT BE COPIED, REDUCED, OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION.

POND 1 = 435 CF

> > > GRADE BREAK >

-1.65% FLARED END > PLASTIC 12" (TYP) SECTION

DRIVEWAY AREA = 3,095 SF > 0.50' 4254 LOT 1 EXISTING HOUSE > AND YARD MAX. POND SIDE SLOPE = 3:1 LOT 1 12" FRENCH DRAIN WITH FRENCH DRAIN STORAGE 6" DEPRESSION VOLUME = 249 CF HOUSE 6" FREEBOARD (E) >

> ex.ohp MIN 12" OF GRVEL COVER 12" PERFORATED PIPE (LAID FLAT 0% SLOPE)

> ex. ngas ex. DRIVEWAY

ex.ss 04 > 03

(E) ex.ohp > SCALE - 1" = 1' PERFORATED PIPE AND GRAVEL TRENCH ex. ngas ex. -0.35%

> ex.ohp

ex.ss 04 > EG = 4255.10' EG = 4255.17'

ex. ngas ex.

ex. ngas ex. ex. ngas ex.

ex. ngas ex. ex. ngas ex. ex. ngas ex. ex. ngas ex.

ex. ngas ex.

W ngas ex. ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp

0.50'2.00' 6" SWALE

ex.sd 12 > 12 ex.sd

ex.w 08 ex.w

ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w

ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w ex.ss 04 > 12" PERFORATED PIPE (LAID FLAT 0 % SLOPE) 72007200 WESTWEST STREETST. 6" GRAVEL BEDDING 3-6" OF TOP SOIL FILTER FABRIC 3 4 " - 1" GRAVEL D ex.sd 15 > ex.sd 15 > ex.sd 15 > ex.sd 18 > ex.sd 18 > ex.sd 18 > ex.sd 18 >

ex.ss 12 > S ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 >

ex.sd 15 >

ex.c ex.c

ex.c ex.c ex.c ex.c ex.c ex.c ex.c

ex.c

T ex.c

ex.sd 15 > ex.c

ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ENGINEER / SURVEYOR INFORMATION: CLIENT / OWNER INFORMATION: SHEET INFORMATION: DBJ DATE: PROJECT NO: DRAWN BY: SCALE: 1. NOTES: FRENCH DRAIN POND 01 = 435 CF FOR A 100-YR FRENCH DRAIN POND 01 = 435 CF FOR A 100-YR BEEN PROVIDED FOR A 100-YR BEEN PROVIDED POND 02 BEEN PROVIDED POND 01 = 1489 CF = 1054 CF = 684 CF = 249 CF CALCULATIONS: CALCULATIONS: STORM STORAGE HAS STORM STORAGE HAS 5. 3. STORM STORAGE HAS 6. 2. TOTAL STORAGE TOTAL STORAGE 4. CARMELITA MARTINEZ 3543 WEST SAN CARLOS DRIVE 801-330-7337 ---- WEST VALLEY CITY, UTAH 84119 REQUIRED FOR LOT 2 POND 2 TO COLLECT STORM WATER RUNOFF FROM DRIVEWAY IN LOT AND ANY POND 1 TO COLLECT STORMWATER RUNOFF FROM DRIVEWAY AREA IN LOT 1. RAINFALL INTENSITY FROM NOAA ATLAS 14 MAP LOT 2 FINAL GRADING MAY DIFFER. INDIVIDUAL SITE PLAN AND DRAINAGE LOCATED IN ZONE X OF FEMA MAP 49035C0275 G (AREA MINIMAL FLOOD HAZARD) NRCS WEB SOIL SURVEY. IS TYPE D. ADDITIONAL RUNOFF FROM LOT2 (YARD AND BUILDING). CARMELITA SUBDIVISION 1": 18-055 2019-09-04 DBJ CHECKED BY: 16 DRAINAGE PLAN MAGNA, SALT LAKE COUNTY, UTAH JOHNSON 4436 SOUTH 1025 EAST ● SALT LAKE CITY, UTAH 84124 ' LEGEND AND GENERAL NOTES DBJ APPROVED BY: SHEET: NO. 01 1 ENGINEERING www.johnsonengineeringinc.com 7/16/19 9/3/19 DATE CD-100 Phone: 801-787-4569 PRELIMINARY REVISED REVISION X:\Active Projects\18055 Carmelita Subdivision\04 Design\Drawings\Design\Plan Sheets\Utility Plan.dwg 0 N 16 32 SEWER LATERAL INVERT ELEV. = 4248.80. CONNECTION. BASEMENT MAY FINISH GRADE AT BUILDING = 4254.80. WARNING! HIGH SEWER NOT BE FEASIBLE!!! LOT 2

SS 06 >

W 01

W SCALE - 1" = 16' PLAN VIEW INSTALL APPROX. 233 FEET OF

SS 06 > W SDR-35 6" SEWER LATERAL W MIN. SLOPE = 1% 1.5" WATER LATERAL (POLY PIPE) INSTALL APPROX. 192 FEET OF

SS 06 > W THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF JOHNSON ENGINEERING COMPANY, SHALL NOT BE COPIED, REDUCED, OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. W

SS 06 > W LOT 1 HOUSE (E) W

SS 06 > W

INSTALL 1" WATER METER ex.ohp

W ex. ngas ex. DRIVEWAY

ex.ss 04 >

(E) ex.ohp

SS 06 > W

MANHOLE AT INTERSECTION OF 2820 SOUTH AND 7200 W. ex. ngas ex. DISTANCE FROM LATERAL CONNECTION = 172 LF.

W ex.ohp INVERT ELEVATION AT MANHOLE = 4244.16

ex.ss 04 > RIM ELEVATION AT MANHOLE = 4356.36.

SS 06 >

ex. ngas ex.

ex. ngas ex. ex. ngas ex.

ex. ngas ex. ex. ngas ex. ex. ngas ex. ex. ngas ex.

ex. ngas ex.

W ngas ex. ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp ex.ohp CONNECT TO 12" SEWER MAIN

ex.sd 12 > 12 ex.sd

ex.w 08 ex.w

ex.w 08 ex.w ex.w 08 ex.w

ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w PIPE SLOPE = .36% ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w ex.w 08 ex.w INV. ELEV. = 4244.78

ex.ss 04 >

SS 06 > 7200 WEST STREET D ex.sd 15 > ex.sd 15 > ex.sd 15 > ex.sd 18 > ex.sd 18 > ex.sd 18 > CONNECT TO 8" WATER MAIN ex.sd 18 > S ex.ss 12 > S ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 > ex.ss 12 >

ex.sd 15 >

ex.c ex.c

ex.c ex.c ex.c ex.c ex.c ex.c ex.c

ex.c

ex.c ex.c

T ex.c

ex.sd 15 > ex.c

ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c INTERSECTION OF 2820 S FEET FROM THE MARTINEZ NEAREST FIRE HYDRANT IS SUBDIVISION JUST NORTH OF AND 7200 W APPROX. 270 ENGINEER / SURVEYOR INFORMATION: CLIENT / OWNER INFORMATION: SHEET INFORMATION: DBJ DRAWING IS NOT TO SCALE IF LESS THAN 24"x36". DIMENSIONS KNOW WHAT'S BELOW. CALL 811 BEFORE YOU DIG. DATE: PROJECT NO: DRAWN BY: SCALE: AND NOTES SUPERCEDE SCALE. 1. NOTES: CARMELITA MARTINEZ 3543 WEST SAN CARLOS DRIVE 801-330-7337 ---- 2. WEST VALLEY CITY, UTAH 84119 SPECIFICATIONS THE NEAREST FIRE HYDRANT IS NORTH OF INTERSECTION 2820 SOUTH AND 7200 WEST APPROX. 270 FEET FROM THE MARTINEZ SUBDIVISION ALL UTILITIES TO BE INSTALLED PER GRANGER-HUNTER STANDARDS AND CARMELITA SUBDIVISION 1": 18-055 2019-09-03 DBJ CHECKED BY: 16 MAGNA, SALT LAKE COUNTY, UTAH JOHNSON 4436 SOUTH 1025 EAST ● SALT LAKE CITY, UTAH 84124 ' UTILITY PLAN LEGEND AND GENERAL NOTES DBJ APPROVED BY: SHEET: NO. 01 1 ENGINEERING www.johnsonengineeringinc.com 7/16/19 9/3/19 DATE CU-100 Phone: 801-787-4569 PRELIMINARY REVISED REVISION X:\Active Projects\18055 Carmelita Subdivision\04 Design\Drawings\Design\Plan Sheets\Landscape Plan.dwg 0 N 16

> > > > > > > > > > > > > > > LOT 2

> 5.00' OF LOT 2 INDIVIDUAL LANDSCAPING > SLOPES 3:1 OR LESS. TO BE PART POND 2 TO BE GRADED WITH SIDE > >

> >

59.84' PLAN.

01 > >

SCALE - 1" = 16' PLAN VIEW

> > > >

POND 2 PROPOSED DRIVEWAY

POND 1 > > > >

THESE PLANS AND SPECIFICATIONS ARE THE PROPERTY OF JOHNSON ENGINEERING COMPANY, SHALL NOT BE COPIED, REDUCED, OR REPRODUCED WITHOUT THEIR WRITTEN PERMISSION. >

175.68' > PLAN. POND 2 TO BE GRADED WITH SIDE OF LOT 1 INDIVIDUAL LANDSCAPING SLOPES 3:1 OR LESS. TO BE PART > LOT 1 HOUSE (E) > > IRRIGATION SLEEVE INSTALL 25 LF OF SCHEDULE 80 > EXISTING LIGHT POLE DRIVEWAY (E) > > W W

7200 WEST STREET D

ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c ex.c

ex.c

ex.c ex.c

T ex.c

ex.c

4. LEGEND RESPONSIBILITY OF THE OWNER CORRESPONDING PROPERTY WHERE POND AREAS SHALL BE LANDSCAPED TO MATCH THEME AND STYLE WITH THE PROPOSED LANDSCAPING IS PROPOSED. PROPERTY LINE IS THE ONLY DESIGNATED LANDSCAPING PROPOSED IN THIS PLAN SET. OR EXISTING LANDSCAPING OF EACH INDIVIDUAL LOT. TOTAL LANDSCAPED AREA 1,010 SF. THE 5 FOOT LANDSCAPE BUFFER BETWEEN COMMON DRIVE AND NORTH ALL PROPOSED IRRIGATION FOR LANDSCAPING SHALL BE THE CARMELITA SUBDIVISION LANDSCAPING PLAN 1": 18-055 2019-09-03 DBJ CHECKED BY: 16 MAGNA, SALT LAKE COUNTY, UTAH JOHNSON 4436 SOUTH 1025 EAST ● SALT LAKE CITY, UTAH 84124 '

LEGEND AND GENERAL NOTES

RHUS AROMATIC 'GRO LOW 'GRO AROMATIC RHUS

COMMON HACKBERRY COMMON OCCIDENTALIS CELTIS GRO-LOW SUMAC GRO-LOW

BOTANICAL NAME/ BOTANICAL COMMON NAME COMMON DBJ APPROVED BY: SHEET: NO. 01 1 ENGINEERING www.johnsonengineeringinc.com 7/16/19 9/3/19 DATE L-100 Phone: 801-787-4569 PRELIMINARY REVISED REVISION 32 QTY

5 GAL. 5 3" CAL. 3" SIZE