2-Plans Jordan River Bank Stabilization.pdf

SOUTH JORDAN CITY

S-01

SHEET INDEX

JORDAN RIVER BANK STABILIZATION

COVER SHEET / INDEX

STANDARD NOTES

VICINITY MAP

PROJECT LOCATION

JORDAN RIVER TRAIL

(APPROX 9900 S AND 700 W)

A HTU

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11400 S

10600 S

9800 S

10400 S

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OLD BINGHAM HWY 10200 S

BINGHAM CREEK

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11800 S

10000 S

No. 173076-2202

BRAD

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* STAT E OF UTAH

MIDAS CREEK

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LAKE AVE

DAYBREAK PKWY

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KANE

SAN JUAN

GARFIELD

WAYNE

PIUTEBEAVER

IRON

WASHINGTON

MILLARD

SEVIER

EMERY GRAND

JUAB

UTAH

CARBON

SANPETE

TOOELE

BOX ELDER

SALT

LAKE

WASATCH DUCHESNE

UINTAH

DAGGETTSUMMIT

DAVIS

MORGAN

WEBER

RICHCACHE PROJECT LOCATION

SOUTH JORDAN CITY

OV-01 LOCATION MAP

SP-01 SITE PLAN

PR-01 BANK STABILIZATION SECTION PROFILE

DT-01 EXISTING CONDITION PICTURES

CHAPTER 1

STANDARD NOTES

(Updated 3-19-24)

The South Jordan City Standard Notes are required to be included as part of all construction plans for residential or commercial development. Plans submitted by public or private entities for all other types of projects within City right-of-way, its easements or property shall reference the South Jordan City Standard Notes and Specifications.

1.1 South Jordan City General Notes

1. All work done or improvements installed within South Jordan City including but not limited to excavation, construction, roadwork and utilities shall conform to the South Jordan City Construction Standards and Specifications, City Municipal Code, the latest edition of the APWA Manual of Standard Specifications and Manual of Standard Plans, the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD) and any state or federal regulations and permit requirements of various governing bodies. The contractor is responsible to have a copy of these specifications and to know and conform to the appropriate codes, regulations, drawings, standards and specifications.

2. The existence and location of any overhead or underground utility lines, pipes, or structures shown on these plans are obtained by a research of the available records. Existing utilities are located on plans only for the convenience of the Contractor. The contractor shall bear full responsibility for the protection of utilities and the engineer bears no responsibility for utilities not shown on the plans or not in the location shown on the plans. This includes all service laterals of any kind.

The Contractor shall, at his own expense, locate all underground and overhead interferences, which may affect his operation during construction and shall take all necessary precautions to avoid damage to same. The Contractor shall use extreme caution when working near overhead utilities so as to safely protect all personnel and equipment, and shall be responsible for all cost and liability in connection therewith.

3. The Contractor shall take all precautionary measures necessary to protect existing utility lines, structures, survey monuments and street improvements which are to remain in place, from damage, and all such improvements or structures damaged by the Contractor's operations shall be repaired or replaced satisfactory to the City Engineer and owning utility company at the expense of the Contractor.

4. All construction shall be as shown on these plans, any revisions shall have the prior written approval of the City Engineer.

5. Permits are required for any work in the public way. The Contractor shall secure all permits and inspections required for this construction.

6. Curb, gutter, and sidewalk, found to be unacceptable per City Standards and APWA shall be removed and replaced.

7. Contractor shall provide all necessary horizontal and vertical transitions between new construction and existing surfaces to provide for proper drainage and for ingress and egress to new construction. The extent of transitions to be as shown on plans.

8. Any survey monuments disturbed shall be replaced and adjusted per Salt Lake County Surveyors requirements.

9. All privacy walls, new or existing, are only shown on civil plans for the purpose of reviewing grading relationships; flood control and sight distance at intersections. All walls shall have a minimum 2 ft x 2 ft x 30 inch deep spot footings. Bottom of all footings on all walls shall be a minimum of 30 inches below finished grade. Walls greater than 6 feet require a separate permit and inspection by the Building Department.

10. All construction materials per APWA must be submitted and approved by the City Engineer prior to the placement of asphalt within City Right of Way.

11. Request for inspection by the City of South Jordan engineering dept. shall be made by the contractor at least 48 hours before the inspection services will be required, except in an emergency as defined by the South Jordan City Municipal Code § 12.08.010.

12. Work in public way, once begun, shall be prosecuted to completion without delay as to provide minimum inconvenience to adjacent property owners and to the traveling public.

13. The contractor shall take all necessary and proper precautions to protect adjacent properties from any and all damage that may occur from storm water runoff and/or deposition of debris resulting from any and all work in connection with construction.

14. Power poles and/or other existing facilities not in proper location based on proposed improvements shown hereon will be relocated at no expense to the City of South Jordan. Power lines and all other aerial utilities are to be buried and poles removed as determined by the City Engineer.

15. Curb and gutter with a grade of less than four-tenths of one percent shall be constructed by forming. Each joint shall be checked for a grade prior to construction and water tested as soon as possible after construction.

16. Contractor to follow Salt Lake County Noise Ordinance Standards.

17. Contractors are responsible for all OSHA requirements on the project site.

18. A UPDES (Utah Pollutant Discharge Elimination System) permit is required for all construction activities as per state law as well as providing a Storm Water Pollution Prevention Plan to the City.

19. Developer is responsible for locating and repairing all underground streetlight wires, water lines, storm drain lines and irrigation lines until 90% of the bond has been released.

20. All City maintained utilities including; waterline, fire hydrants, streetlight wiring, and storm drain must be in public right of way or in recorded easements.

21. Contractor shall work South Jordan City regular working hours of Monday through Friday 7:00 am to 4:00 pm. If Contractor permits overtime work or work on a Saturday, Sunday or any legal holiday, Contractor shall receive prior approval by City Engineer. Contractor shall obtain all permits and pay Overtime Inspection Fee’s to The City of South Jordan on the Thursday prior to the Saturday, Sunday or legal holiday requested. This applies to all work within the public right of way including traffic control and access..

22. Prior to 90% bond release, a legible as-built drawing must be submitted to the City of South Jordan stamped and signed by a professional engineer. As-builts must show all changes and actual field locations of storm drainage, waterlines, irrigation, street lighting, and power. As-builts will be held to the same standard as approved design drawings, no “redlined plans” allowed. In the absence of changes, copies of the approved drawings will be required stating “installed as per drawings”. As-built drawings for new developments shall be submitted to the City in the following formats and quantities prior to the 90% bond release: 1 .dxf copy, 1 .pdf copy.

23. Filter fabric wrapped around an inlet grate is not an acceptable inlet sediment barrier. See Chapter 9 of South Jordan City Construction Standards and Specifications for details of approved storm water BMPs.

24. Asphalt paving between October 15 and April 15 is not allowed without a written exception from the Engineering Department.

25. To ensure proper planting, protection and irrigation of trees, mitigating risk of tree failure or future damage to infrastructure, contractors are required to follow the standards and specifications of the ISA - International Society of

Arboriculture.

26. All small cell construction must follow the South Jordan Small Cell Infrastructure Design Guidelines.

27. All construction of Low Impact Development (LID) must follow the South Jordan City Low Impact Development Handbook 2020. With the development of any residential subdivision that proposes LID in public park strips, the developer must construct/install such to completeness, including but not limited to vegetation and landscape irrigation. The developer is responsible to maintain the LID (including landscape) until such time the developer connects any LID landscape irrigation to owner’s irrigation of the respective building lot.

Developer’s LID maintenance responsibilities include but not limited to cleaning, repairing, protecting and clear of any debris. The building lot owner shall maintain in perpetuity any LID constructed anywhere on the building lot, including the park strip area within public right of way.

28. When a proposed development borders a collector, minor collector or arterial street and is required to construct collector street fencing along the back of sidewalk, the development shall also be required put in a concrete mow strip from the back of sidewalk to underneath the fence panels. Concrete mow strips shall also be required between the sidewalk and fencing along the rear of double frontage lots

29. One-way valves are required on residential land drain lines that go from a foundation drain on a home to a public storm drain system.

1.4 City of South Jordan Grading Notes

1. In the event that any unforeseen conditions not covered by these notes are encountered during grading operations, the Owner and City Engineer shall be immediately notified for direction.

2. It shall be the responsibility of the Contractor to perform all necessary cuts and fills within the limits of this project and the related off-site work, so as to generate the desired subgrade, finish grades and slopes shown.

3. Contractor shall take full responsibility for all excavation. Adequate shoring shall be designed and provided by the Contractor to prevent undermining of any adjacent features or facilities and/or caving of the excavation.

4. The Contractor is warned that an earthwork balance was not necessarily the intent of this project. Any additional material required or leftover material following earthwork operations becomes the responsibility of the Contractor.

5. Contractor shall grade to the lines and elevations shown on the plans within the following horizontal and vertical tolerances and degrees of compaction, in the areas indicated:

Horizontal Vertical Compaction

a. Pavement Area Subgrade 0.1'+ +0.0' to -0.1' See soils Report

b. Engineered Fill 0.5'+ +0.1' to -0.1' See Soils Report

Compaction Testing will be performed by the developer or his representative.

6. All cut and fill slopes shall be protected until effective erosion control has been established.

7. The use of potable water without a special permit for building or construction purposes including consolidation of backfill or dust control is prohibited. The Contractor shall obtain all necessary permits for construction water from the Public Works Department.

8. The Contractor shall maintain the streets, sidewalks and all other public right-of-way in a clean, safe and usable condition. All spills of soil, rock or construction debris shall be promptly removed from the publicly owned property during construction and upon completion of the project. All adjacent property, private or public shall be maintained in a clean, safe and usable condition.

9. In the event that any temporary construction item is required that is not shown on these drawings, the Developer agrees to provide and install such item at his own expense and at the direction of the City Engineer. Temporary construction includes ditches, berms, road signs and barricades, etc.

10. All grading work shall conform to the soils report as prepared by the Soils Engineer and approved by the City Engineer, and as shown on these plans.

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* STAT E OF UTAH

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* STA T E OF UTAH

No. 173076-2202

GRAPHIC SCALE

40 0 20

( IN FEET )

40 160

JORDAN RIVER

SHIELDS LANE

(10000 SOUTH)

SHIELDS LANE TRAIL HEAD

94 WEST SHIELDS LANE

JORDAN RIVER TRAIL

APPROXIMATLEY 50 LINEAL FEET OF BANK REPAIR

AND 70 LINEAL FEET OF TRAIL REPAIR

70.00'

SOUTH JORDAN CITY

947 W SHIELDS LANE

PARCEL 27-11-404-024

CHANNEL WIDTH

96.00'

26.00'

10+00

11+00

11+33

50.00'

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JORDAN RIVER

JORDAN RIVER TRAIL

RIP RAP BANK STABILIZATION WITH TRAIL REPAIR

(SEE SECTION PROFILE, SHEET PR-01)

GRAPHIC SCALE

10 0 5

( IN FEET )

10 40

DISTURBED BANK AREAS TO BE

SEEDED WITH A NATIVE RIPARIAN

AND UPLAND SEED MIX

(TYP.)

STAGING

AREA

PARCEL/PROPERTY BOUNDARY

PARCEL/PROPERTY BOUNDARY

PARCEL/PROPERTY BOUNDARY

PROJECT

IMPACT AREA

RIVER SECTION ALIGNMENT

(SEE PR-01)

ORDINARY HIGH WATER MARK = 4308.00

ORDINARY HIGH WATER MARK = 4308.00

PROJECT

IMPACT AREA

CONSTRUCTION NOTES:

1. BEST MANAGEMENT PRACTICES SHOULD BE IMPLEMENTED AND

MAINTAINED DURING ANY STREAMSIDE OR INSTREAM WORK TO

MINIMIZE SEDIMENTATION, TEMPORARY EROSION OF STREAM

BANKS, AND NEEDLESS DAMAGE OR ALTERATION TO THE

STREAMBED.

2. IMPACTS TO THE STREAM CHANNEL AND SURROUNDING

ENVIRONMENT MUST BE MINIMIZED. VEGETATION SHOULD NOT BE

DESTROYED, BUT IF SOME DISTURBANCE IS NECESSARY, THEN

REVEGETATING WITH NATIVE SPECIES WILL BE REQUIRED,

ESPECIALLY IN THE CASE OF WOODY SHRUBS. THE CHANNEL

CONTOURS AND CONFIGURATION MUST NOT BE CHANGED EXCEPT

IN THE CASE OF BAN CONTOURING FOR STABILIZATION PURPOSES.

3. WORK MUST BE ACCOMPLISHED DURING A PERIOD OF LOW FLOW.

SEDIMENT INTRODUCED INTO STREAM FLOWS DURING

CONSTRUCTION MUST BE CONTROLLED TO PREVENT INCREASES IN

TURBIDITY DOWNSTREAM. IF NECESSARY, FLOWS MUST BE

DIVERTED AWAY FROM THE CONSTRUCTION AREA THROUGH USE

OF A NON-ERODIBLE COFFERDAM OR OTHER MEANS OF BYPASS.

4. FILL MATERIALS SHOULD BE FREE OF FINES, WASTE, POLLUTANTS,

AND NOXIOUS WEEDS/SEEDS.

5. EQUIPMENT SHOULD WORK FROM THE TOP OF THE BANK OR FROM

THE CHANNEL TO MINIMIZE DISTURBANCE TO THE RIPARIAN AREA

AND TO PROTECT THE BANKS. HEAVY EQUIPMENT SHOULD AVOID

CROSSING AND/OR DISTURBING WETLANDS.

6. EQUIPMENT MUST BE PROPERLY CLEANED OFF-SITE PRIOR TO

CONSTRUCTION. IF NECESSARY DURING AND/OR AFTER

CONSTRUCTION, FUELING AND CLEANING OF EQUIPMENT MUST

OCCUR WELL AWAY FROM ANY STREAM CHANNELS.

7. EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS MAY NOT BE

WASTED IN ANY STREAM CHANNEL OR PLACED IN FLOWING

WATERS, THIS WILL INCLUDE MATERIAL SUCH AS GREASE, OIL,

JOINT COATING, OR ANY OTHER POSSIBLE POLLUTANT. EXCESS

MATERIALS MUST BE WASTED AT AN UPLAND SITE WELL AWAY

FROM ANY CHANNEL. CONSTRUCTION MATERIALS, BEDDING

MATERIAL, EXCAVATED MATERIAL, ETC. MAY NOT BE STOCKPILED

IN RIPARIAN OR CHANNEL AREAS.

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* STAT E OF UTAH

No. 173076-2202

**THIS PROJECT DOES NOT**

1. IMPAIR VESTED WATER RIGHTS.

2. UNREASONABLY OR UNNECESSARILY AFFECTING RECREATIONAL

USE OR THE NATURAL STREAM ENVIRONMENT.

3. UNREASONABLY OR UNNECESSARILY ENDANGERING AQUATIC

WILDLIFE.

4. UNREASONABLY OR UNNECESSARILY DIMINISHING THE NATURAL

CHANNEL’S ABILITY TO CONDUCT HIGH FLOWS.

11+00.00 11+33.10

10+00 10+25 10+50 10+75 11+00 11+25

BANK PROTECTION DETAIL

INSTALL 24-IN *D RIP-RAP

KEYED INTO CHANNEL BED 4'-0"

BELOW LOW POINT IN BED CROSS SECTION

4.00'

2:1 MAX SLOPE

2.00' MIN

10.00'

-2.00%

TRAIL

(3" ASPHALT W/

8" COMPACTED UTBC)

96.00'

CHANNEL WIDTHWEST BANK EAST BANK

EXISTING RIVER CHANNEL

OHWL = 4308.00'

OBSERVED WATERLINE AT TIME OF INSPECTION = 4305.00'

BACKFILL

MATERIAL

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No. 173076-2202

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No. 173076-2202

JORDAN RIVER TRAIL - SOUTH VIEW

JORDAN RIVER TRAIL - NORTH VIEW JORDAN RIVER TRAIL - SOUTHEAST VIEW

JORDAN RIVER TRAIL - SOUTH VIEW