SALT LAKE CITYMAP OF

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4

SHEET SET ASSEMBLY ORDERSHEET

DESIGNATORSHEETTITLE

BINDINGORDER

GI 001

GI 002

LS 101-103

LP 101-103

SC 301-305

DT 501 - 502

1

2

3 - 5

6- 8

9 - 13

14 - 15

GENERAL INFORMATION COVER SHEET

GENERAL INFORMATION NOTES

LANDSCAPE SITE PLANS

LANDSCAPE PLANTING PLANS

LANDSCAPE SECTIONS AND ELEVATIONS

LANDSCAPE SITE DETAILS

JORDAN RIVER TRAIL - BOAT RAMPSFISHER MANSION PROJECT: 1225 W. 200 S., SALT LAKE CITY, UTAH

GADSBY TRAILHEAD PROJECT: 1223 W. NORTH TEMPLE, SALT LAKE CITY, UTAH

TRAILSIDE TRAILHEAD: 1835 N. REDWOOD ROAD (1700 W.) SALT LAKE CITY, UTAH

JOB NO. 260154

SALT LAKE CITY CORPORATION

SITE ORIENTATION MAPVICINITY MAP

N

DESIGNER

CITY OFFICIALS

OWNER

N

LANDSCAPE ARCHITECT:

NOTE: PLANS ARE INTENDED TO BE PRINTED IN COLOR ON 11" X 17" PAPER

CITY COUNCIL

DIST. 5 ERIN MENDENHALL

DIST. 7 AMY FOWLERDIST. 6 CHARLIE LUKE

DIST. 4 ANALIA VALDEMOROSDIST. 3 CHRIS WHARTONDIST. 2 ANDREW JOHNSTONDIST. 1 JAMES ROGERS

MAYOR

DEPARTMENT OF:COMMUNITY AND NEIGHBORHOODS

ENGINEERING DIVISIONINTERIM DIRECTOR - MARCIA WHITE

CITY ENGINEER - MATTHEW CASSEL, P.E., ENV-SP

349 SOUTH 200 EAST, SUITE 100SALT LAKE CITY, UTAH 84111

OFFICE - 801.535.7961FAX - 801.535.6093

JACKIE BISKUPSKI

FISHERMANSION

PROJECTAREA

RED

WO

OD

RO

AD(1

700

WES

T)

JORDAN RIVER

PROJECTAREA

GADSBYTRAILHEAD

PROJECTAREA

APPROX APPROXIMATEAVG AVERAGEBC BOTTOM OF CURBBM BENCHMARKBOC BACK OF CURBBW BOTTOM OF WALLCAL CALIPERCL CENTERLINECY CUBIC YARDDIA DIAMETEREL ELEVATIONEX EXISTINGFG FINISH GRADEGB GRADE BREAKHORIZ HORIZONTALHP HIGH POINTIN INCHES

LF LINEAR FEETLP LOW POINTMAX MAXIMUMMIN MINIMUMMISC MISCELLANEOUSNIC NOT IN CONTRACTNO NUMBERNTS NOT TO SCALEOC ON CENTERREQ'D REQUIREDROW RIGHT OF WAYSF SQUARE FOOTSHT SHEETTC TOP OF CURBTW TOP OF WALLTYP TYPICALVERT VERTICAL

GENERALINFORMATION

NOTES

GI 002

Project LimitsAll construction activity shall be confined to the project limit of disturbance including anystaging/stockpile areas. Do not disturb, excavate or work beyond project limits of disturbance withoutpermission from the Owners Representative.

Site MappingBasis of bearing for plans is Utah State Plane Central Zone NAD' 83 US Survey foot Coordinates.Elevation datum is NAVD 88/Geoid model 1999. The base survey was provided by Salt Lake CityCorporation. Verification of survey mapping is the responsibility of the Contractor.

Survey StakingSurvey staking is the responsibility of the Contractor. The Contractor may obtain CAD files from theDesigner for staking and layout purposes.

PermitsThe Contractor is required to comply with all construction related requirements in each permit issuedfor the project.

UtilitiesThe Contractor is responsible for locating and avoiding all utilities and service laterals, and forrepairing all damage that occurs to the utilities due to the Contractor's activities. It is theresponsibility of the Contractor to perform all utility locations at least 48 hours prior to excavation, call1(800)662-4111. It is the responsibility of the Contractor to protect all existing utilities, including butnot limited to fiber optic, sewer, water, gas and electric utilities encountered in the work. Anyrelocation or improvements of utilities shall be accurately noted on as-built drawings and issued tothe Owners Representative at the completion of the project. Existing utility information obtained fromPublic Utilities' maps and other utility maps must be assumed as approximate and requiring fieldverification. Utilities are shown to best available information. Contractor is responsible to repair utilitydamage at no additional cost to Salt Lake City. Contact blue stakes or appropriate owner forcommunication line locations.

Utility ClearanceMaintain 3' horizontal clearance from water and storm drains, 5' horizontal clearance from sanitarysewers, and 18" cover over and 12" under any Salt Lake City PUD pipe. All distances are to bemeasured outside to outside.

Utility RelocationsFor utility conflicts requiring relocations, the contractor must notify the applicable utility company oruser a minimum of 2-weeks in advance. A one-week minimum notification is required for conflictsrequiring the relocation of service laterals. All relocations are subject to approval from the applicableutility company and/or user.

SafetyThe Contractor is responsible for all aspects of safety of the project and shall meet all OSHA, State,County and other governing entity requirements. The Contractor is solely responsible for conformingto local and Federal codes governing shoring and bracing of excavations and trenches, and for theprotection of workers. The Contractor is responsible for job site conditions and the safety for humanlife during the course of construction. This requirement shall apply continuously during the period ofconstruction and is not limited to normal working hours.

Traffic Control and Haul RoutesTraffic control must conform to the most current edition of Salt Lake City Traffic Control Manual -Part 6 of “Manual On Uniform Traffic Control Devices” for Salt Lake County and state roads. SLCTransportation must approve all project haul routes (535-7129). The Contractor must also conformto UDOT, Salt Lake County or other applicable governing entities requirements for traffic control.

Temporary Construction FacilitiesAll temporary utilities and facilities will be the responsibility of the Contractor. A construction trailer isnot required. Potable water is not available on site and shall be provided by the Contractor. Achemical toilet of suitable type shall be provided and maintained by the Contractor at all times.

Construction Spoils and Waste HandlingItems encountered below grade and not shown on the drawings shall be brought to the attention ofthe Owners Representative. All construction spoils and waste are the responsibility of the Contractorand shall be disposed of at an approved landfill facility.

Clearing and GrubbingExisting on-site materials shall be carefully removed and stored for re-use, or disposed of at anapproved landfill facility. All existing vegetation not in designated excavation areas and notdesignated for removal is to be protected in place. Completely remove stumps, roots, shrubs, weeds,and other debris protruding from the ground in areas to be excavated.

Site Earthwork and GradingThe Contractor is responsible for all site earthwork and grading activities to meet designs identified inplans and details, which are intended to show final result of design. Modifications may be requiredto suit job site conditions encountered during construction and shall be included in as-built drawingsprovided to the Owners Representative at completion of the project. All river channel banks andstream channel banks affected by construction activities shall be stabilized and protected throughoutconstruction.

Backfill and embankment material shall be composed of suitable excavated soils.

Existing topsoil shall be excavated and salvaged by Contractor for use in landscaping and gradingactivities. Topsoils used in landscaping shall have acidity range (pH) from 5.5 to 7.5 and a minimumorganic content of 2%. Topsoil shall be placed at 80% to 90% maximum dry density and subsoil at85% minimum compaction as determined by the Standard Proctor Method (ASTM D0698-66T orAASHTO T99). All existing topsoils shall be salvaged and utilized for revegetation activities to theextent possible.

Site Construction NotesAll tree removal activities and site disturbance activities between April 1 and August 31 shall occuronly after a Nesting Bird Survey has been conducted within the construction site footprint and allprotocols and protective measures are followed.

All planting and seeding activities shall occur during the designated seeding and planting windowfrom September 15 to December 1 unless in areas with irrigation or as otherwise authorized by theOwners Representative.

Where ground conditions are damp and equipment traffic would result in excessive groundcompaction and rutting, use construction mats to access active work areas.

Use a water truck or other suitable watering device as needed to control dust.

Inspect paved roads adjacent to the project site regularly for mud tracking; sweep roadways asneeded and ensure roads are left clean at the end of each shift.

The Contractor shall keep job site area clean, hazard free and dispose of all debris, rubbish andconstruction waste, and remove all abandoned materials from the site. All disturbed staging andaccess areas are to be restored to pre-construction condition. The Contractor is responsible toreclaim (regrade, seed and mulch, replace trees and shrubs or turf sod) construction features notspecified as remaining on the site and clean up all areas at the completion of the project.

The Contractor is responsible to keep access to Private Property open at all times duringconstruction.

The Contractor is responsible for installing water control measures as needed to performstreambank work in dry conditions. Water control measures include but are not limited to diversions,culverts, sumps with pumps or other means necessary to divert surface water away from the activework area. Adequate measures must be taken to remove all sediment prior to discharge.

Temporary Environmental/Safety FenceInstall fencing to demarcate active work areas as appropriate based on construction phasing.

Storm Water Pollution Prevention Plan Notes1. No earth shall be disturbed until all erosion control measures are in place.

2. Erosion control measures will be maintained and remain in place until re-vegetation measureshave been achieved.

3. The Contractor is responsible for submittal of NOI and acquisition of UPDES Storm Water GeneralPermit for Construction Activities (UTR300000) and for SWPPP design, layout, installation,inspection and maintenance of erosion/sediment controls. The Contractor is responsible to submitSWPPP to Salt Lake City for review prior to initiating any disturbances. Adjust locations of measuresand install additional measures as construction phasing requires. Disturbed areas whereconstruction activity has ceased will be stabilized in accordance with State UPDES and Salt LakeCity requirements.

4. The Contractor is responsible for implementing and utilizing Best Management Practices (BMPs)to prevent storm water runoff and water pollution during construction activities. The Contractor isresponsible for supplying equipment and plans that provide both dust and fire control during projectconstruction. Use caution when working in and around wet areas. If potential hazardous materialsare encountered, contact the Owners Representative immediately.

Grading And Drainage Plan Notes1. Contractor to stake the boundary of the grading area for approval from the Owners Representativeprior to initiating grading activities.

2. Contractor is responsible for erosion, dust and temporary drainage control during gradingoperations.

3. Fill areas are to be compacted throughout to a minimum of 90% relative compaction.

4. Contractor is responsible for the location and protection of all utilities.

5. Export soil, if any, must be transported to a legal landfill or permitted site.

GENERAL NOTES

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

SITE ORIENTATION KEY TRAILSIDE

SITE ORIENTATION KEY FISHER MANSION

ABBREVIATIONS

SITE ORIENTATION KEY TRAILSIDE

JOR

DAN

RIV

ER

FISHERMANSION

PRO

PER

TY L

INE

PROPERTY LINE

SEWER MAIN

WATER MAIN

EXISTING PEDESTRIAN GATE (4' WIDE)

EXISTING TREE, TYP.

TELECOMMUNICATIONS

25°

OHWM± 4220

EXISTING TREE, RETAIN AND PROTECT

EXISTING TREE (2), RETAIN AND PROTECT

EXISTING BOX CULVERTEXISTING SIGN, TYP.

STORM DRAIN PIPE

32'

60'

12'

12'

(APPROACH RAMP 60 LF @ 10% SLOPE)

(PUSH-IN RAMP 32 LF @ 16% SLOPE)GB 4220

ALIGN CENTER OF 12' X 12' CONCRETESTAGING AREA WITH CENTER OFEXISTING PEDESTRIAN GATE

EXISTING ASPHALT TRAIL

XS3SC301

XS2SC301

XS1SC301

CONCRETE APPROACH / BOAT RAMPDT501A

CONCRETE APPROACH / BOAT RAMPDT501A

BOULDER RETAINED SIDE SLOPEDT501C

DECORATIVE METAL RAILINGDT501B

PARCEL: 15-02-152-003OWNER: SALT LAKE CITY CORPORATIONADDRESS: 1206 W 200 SZONING: I (INSTITUTIONAL)NOTE: SETBACKS SHOWN ONLY FRONT ANDREAR. THE PARCEL IS NARROWER THAN THE20' SIDE YARD SETBACK.

EXISTING CONCRETE TRAIL

EXISTING ASPHALT TRAIL

FRONT SETBACK 20'

20'

REAR SETBACK 25'

25'

EXISTING CONCRETESIDEWALK

EXISTING TREE

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED CONCRETE

PROPOSED BOULDERRETAINED SIDESLOPE

SITE PLAN LEGEND

BOLT NORTHING: 7447712.89, EASTING: 1522374.22, ELEVATION: 4228.63BOLT NORTHING: 7447732.16, EASTING: 1522378.80, ELEVATION: 4228.20

(NOT SHOWN ON PLAN) CITY CP 503NORTHING: 7448020.38, EASTING: 1522372.57, ELEVATION: 4226.98

FISHER MANSIONBOATER ACCESS

SITE PLAN

Feet0 30 60

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

LS 101

JOR

DAN

RIV

ER

OHWM± 4223

EXISTING TREE

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED CONCRETE

PROPOSED BOULDERRETAINED SIDESLOPE

SITE PLAN LEGEND

30°

EXISTING CONCRETE SIDEWALK

JORDAN RIVERPARKWAY TRAIL

(APPROACH RAMP 70 LF @ 8% SLOPE)

(PUSH-IN RAMP 44 LF @ 16% SLOPE)CONCRETE APPROACH / BOAT RAMPDT501

A

CONCRETE APPROACH / BOAT RAMPDT501A

BOULDER RETAINED SIDE SLOPEDT501C

GB 4226

FG 4231.55

EXISTING TREE,RETAIN ANDPROTECT, TYP

REMOVEEXISTING TREE

FG 4228

FG ±4219

XS5SC302

XS4SC302

FOOT BRIDGE

RELOCATE EXISTINGIRRIGATION HEADS ANDLATERAL PIPE AS NEEDED.

PROPERTY LINE

PARCEL: 08-35-353-005OWNER: PACIFICORPADDRESS: 1223 W NORTH TEMPLE STZONING: TSA-SP-C (SPECIAL PURPOSE TRANSIT STATION)

PRO

PERTY LIN

E

5' F

RO

NT

SETB

ACK

GADSBY TRAILHEADBOATER ACCESS

SITE PLAN

Feet0 30 60

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

LS 102

RED

WO

OD

RO

AD(1

700

WES

T)

OHWM± 4214

JORDAN RIVER

PROPERTY LINE

SEW

ER M

AIN

WAT

ER M

AINTE

LEC

OM

MU

NIC

ATIO

NS

RE-LOCATE EXISTING LIGHT POLE

EXISTING OVERHEADUDOT ATMS / SYRINGAFIBER OPTIC

DROP-OFF PARKING

N59°51'07"E

7'

GB 4213.4

8'

(PUSH-IN RAMP 40 LF @ 16% SLOPE)

PRO

PER

TY L

INE

D=76

°48'

19"

L=37

'R=

28.1

3'

N17

°09'

26"W

54'

FG 4207.9

REMOVE 62 LF OF EXISTING CONCRETECURB AT DROP-OFF PARKING

PROPERTY LINE

EXISTING TREE,RETAIN ANDPROTECT, TYPCONCRETE CURB DT502

B

CONCRETE APPROACH / BOAT RAMPDT501A

ASPHALT PAVING DT502A

(APPROACH RAMP 59 LF @ 10% SLOPE)CONCRETE APPROACH / BOAT RAMPDT501

A

BOULDER RETAINED SIDE SLOPEDT501C

XS7

SC303

XS6

SC303

EXISTING TREE

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED CONCRETE

PROPOSED BOULDERRETAINED SIDESLOPE

SITE PLAN LEGEND

PARCEL: 08-15-351-004OWNER: SALT LAKE CITY CORPORATIONADDRESS: 2280 N ROSE PARK LNZONING: OS (OPEN SPACE)

20' S

IDE

SETB

ACK

30°

20' SIDE

SETBACK

30' FRONTSETBACK

R23'-514"

TRAILSIDEBOATER ACCESS

SITE PLAN

Feet0 30 60

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

LS 103

JOR

DAN

RIV

ER

FISHERMANSION

PRO

PER

TY L

INE

PROPERTY LINE

SEWER MAIN

WATER MAIN

EXISTING PEDESTRIAN GATE (4' WIDE)

EXISTING TREE, TYP.

TELECOMMUNICATIONS

OHWM± 4220

EXISTING TREE, RETAIN AND PROTECT

EXISTING TREE (2), RETAIN AND PROTECT

EXISTING BOX CULVERTEXISTING SIGN, TYP.

STORM DRAIN PIPE

GB 4220

EXISTING ASPHALT TRAIL

TREES: 20 GALLON MIN SIZE

POPULUS FREMONTII / FREMONT COTTONWOOD / NA /

BETULA OCCIDENTALIS / WATER BIRCH / NA /

PRUNUS VIRGINIANA / CHOKECHERRY / NA /

SHRUBS: 2 GALLON

CS CORNUS SERICEA / RED-OSIER DOGWOOD / NA /

RW ROSA WOODSII / WOODS ROSE / Sd2 /

SE SALIX EXIGUA / COYOTE WILLOW / NA /

RT RHUS TRILOBATA / SKUNKBUSH / Sd0 /

RA RIBES AUREUM / GOLDEN CURRANT / Sd2 /

NATIVE SEED MIX / HYDROMULCH

PLANT KEY BOTANICAL / COMMON NAME / HYDROZONE / QUANTITY

EXISTING CONCRETE TRAIL

EXISTING ASPHALT TRAIL

EXISTING CONCRETESIDEWALK

BOLT NORTHING: 7447712.89, EASTING: 1522374.22, ELEVATION: 4228.63BOLT NORTHING: 7447732.16, EASTING: 1522378.80, ELEVATION: 4228.20

(NOT SHOWN ON PLAN) CITY CP 503NORTHING: 7448020.38, EASTING: 1522372.57, ELEVATION: 4226.98

PARCEL: 15-02-152-003OWNER: SALT LAKE CITY CORPORATIONADDRESS: 1206 W 200 SZONING: I (INSTITUTIONAL)NOTE: SETBACKS SHOWN ONLY FRONT ANDREAR. THE PARCEL IS NARROWER THAN THE20' SIDE YARD SETBACK.

FISHER MANSIONBOATER ACCESSPLANTING PLAN

Feet0 30 60

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

LP 101

LANDSCAPE PLANTING PLAN NOTES

1. THE PLANTING PLAN IS DIAGRAMMATIC. PLANT LOCATIONS ARE APPROXIMATE.EXACT LOCATIONS OF PLANT MATERIALS TO BE APPROVED BY THE OWNERSREPRESENTATIVE IN THE FIELD PRIOR TO INSTALLATION.

2. ALL PLANT MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY "THEAMERICAN STANDARD FOR NURSERY STOCK", PUBLISHED BY THE AMERICANASSOCIATION OF NURSERYMEN, INC.

3. NO SUBSTITUTION OF PLANT SPECIES WILL BE ALLOWED WITHOUT THE WRITTENAPPROVAL OF THE OWNERS REPRESENTATIVE.

4. LOCATE AND VERIFY ALL UTILITY LINE LOCATIONS PRIOR TO STAKING ANDREPORT ANY CONFLICTS TO THE OWNERS REPRESENTATIVE.

5. PROVIDE A MINIMUM TOPSOIL DEPTH OF SIX (6) INCHES ON AREAS OF CUT ANDFILL DISTURBANCES AND LANDSCAPE PLANTING AREAS AS PER SECTION 32 92 00.

6. DO NOT INSTALL PLANT MATERIAL UNTIL THE ROUGH GRADING OF TOPSOIL ISAPPROVED BY THE OWNERS REPRESENTATIVE.

7. ALL PLANT SPECIES ARE NATIVE TO UTAH AND ADAPTED TO CONDITIONS FOUNDON SITE. RIPARIAN SPECIES ARE LOCATED ALONG STREAMS AND CHANNELS.

JO

RD

AN

R

IV

ER

OHWM

± 4223

EXISTING CONCRETE SIDEWALK

JORDAN RIVER

PARKWAY TRAIL

GB 4226

FG 4231.55

EXISTING TREE,

RETAIN AND

PROTECT, TYP

REMOVE

EXISTING TREE

FG 4228

FG ±4219

F

O

O

T

B

R

ID

G

E

INSTALL TURF SOD ON ALL

EXISTING TURF DISTURBED

AREAS. MATCH EXISTING

TURF SOD TYPE.

RELOCATE EXISTING

IRRIGATION HEADS AND

LATERAL PIPE AS NEEDED.

PROPERTY LINE

P

R

O

P

E

R

T

Y

L

IN

E

TREES: 20 GALLON MIN SIZE

POPULUS FREMONTII / FREMONT COTTONWOOD / NA /

BETULA OCCIDENTALIS / WATER BIRCH / NA /

PRUNUS VIRGINIANA / CHOKECHERRY / NA /

SHRUBS: 2 GALLON

CS CORNUS SERICEA / RED-OSIER DOGWOOD / NA /

RW ROSA WOODSII / WOODS ROSE / Sd2 /

SE SALIX EXIGUA / COYOTE WILLOW / NA /

RT RHUS TRILOBATA / SKUNKBUSH / Sd0 /

RA RIBES AUREUM / GOLDEN CURRANT / Sd2 /

TURF SOD

PLANT KEY BOTANICAL / COMMON NAME / HYDROZONE / QUANTITY

GADSBY TRAILHEADBOATER ACCESSPLANTING PLAN

Feet

0 30 60

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

LP 102

RED

WO

OD

RO

AD(1

700

WES

T)

OHWM± 4214

JORDAN RIVER

PROPERTY LINE

SEW

ER M

AIN

WAT

ER M

AINTE

LEC

OM

MU

NIC

ATIO

NS

EXISTING OVERHEADUDOT ATMS / SYRINGAFIBER OPTIC

GB 4213.4

PRO

PER

TY L

INE

FG 4207.9

PROPERTY LINE

EXISTING TREE,RETAIN ANDPROTECT, TYP

TREES: 20 GALLON MIN SIZE

POPULUS FREMONTII / FREMONT COTTONWOOD / NA /

BETULA OCCIDENTALIS / WATER BIRCH / NA /

PRUNUS VIRGINIANA / CHOKECHERRY / NA /

SHRUBS: 2 GALLON

CS CORNUS SERICEA / RED-OSIER DOGWOOD / NA /

RW ROSA WOODSII / WOODS ROSE / Sd2 /

SE SALIX EXIGUA / COYOTE WILLOW / NA /

RT RHUS TRILOBATA / SKUNKBUSH / Sd0 /

RA RIBES AUREUM / GOLDEN CURRANT / Sd2 /

NATIVE SEED MIX / HYDROMULCH

PLANT KEY BOTANICAL / COMMON NAME / HYDROZONE / QUANTITY

PARCEL: 08-15-351-004OWNER: SALT LAKE CITY CORPORATIONADDRESS: 2280 N ROSE PARK LNZONING: OS (OPEN SPACE)

TRAILSIDEBOATER ACCESSPLANTING PLAN

Feet0 30 60

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

LP 103

SCALE:

XS3 CROSS SECTION1"=10'-0"

SCALE:

XS2 CROSS SECTION1"=10'-0"

EXISTING GATE

EXISTING FENCE

EXISTING FENCE

SCALE:

XS1 CROSS SECTION1"=10'-0"

OHWM ± 4220

OHWM ± 4220

OHWM ± 4220

ROCKS ABOVE CHANNEL: ANGULAR BOULDERS 24" TO 30" DIA.

EXISTING GRADE

FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS30" TO 42" DIA. EMBED TO SCOUR DEPTH (4214).

PROPOSED GRADE

7'PUSH-IN

RAMP

12' EXISTINGASPHALT TRAIL

ROCKS ABOVE CHANNEL: ANGULAR BOULDERS 24" TO 30" DIA.

EXISTING GRADEPROPOSED GRADE

12' CONCRETESTAGING AREA

12' EXISTINGASPHALT TRAIL

FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS30" TO 42" DIA. EMBED TO SCOUR DEPTH (4214).

EXISTING GRADEPROPOSED GRADE

FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS30" TO 42" DIA. EMBED TO SCOUR DEPTH (4214).

12' EXISTINGASPHALT TRAIL

7'CONCRETEAPPROACH

RAMP

1% MIN. SLOPE2% MAX. SLOPE

BOULDER RETAINED SIDE SLOPEDT501C

CONCRETE APPROACH / BOAT RAMPDT501A

DECORATIVE METAL RAILING DT501B

BOULDER RETAINED SIDE SLOPEDT501C

CONCRETE APPROACH / BOAT RAMPDT501A

DECORATIVE METAL RAILING DT501B

CONCRETE APPROACH / BOAT RAMP DT501A

BOULDER RETAINED SIDE SLOPEDT501C

FISHER MANSIONBOATER ACCESSCROSS SECTIONS

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

SC 301

SCALE:

XS4 CROSS SECTION1"=10'-0"

SCALE:

XS5 CROSS SECTION1"=10'-0"

EXISTING GRADE

6'PUSH-IN

RAMP

OHWM ± 4223

10' EXISTINGTRAIL TO

FOOT BRIDGE

EXISTING FENCE

6'APPROACH

RAMP

PROPOSED GRADE

ROCKS ABOVE CHANNEL: ANGULAR BOULDERS 24" TO 30" DIA.

FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS30" TO 42" DIA. EMBED TO SCOUR DEPTH (±4218).

BOULDER RETAINED SIDE SLOPEDT501C

CONCRETE APPROACH / BOAT RAMPDT501A

ROCKS ABOVE CHANNEL: ANGULAR BOULDERS 24" TO 30" DIA.

BOULDER RETAINED SIDE SLOPEDT501C

CONCRETE APPROACH / BOAT RAMPDT501A

EXISTING GRADEPROPOSED GRADE

GADSBY TRAILHEADBOATER ACCESSCROSS SECTIONS

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

SC 302

SCALE:

XS7 CROSS SECTION1"=10'-0"

SCALE:

XS6 CROSS SECTION1"=10'-0"

OHWM ± 4214

OHWM ± 4214

ROCKS ABOVE CHANNEL: ANGULAR BOULDERS 24" TO 30" DIA

EXISTING ASPHALT DROP-OFF PARKING

FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS30" TO 42" DIA. EMBED TO SCOUR DEPTH (4205 MIN).

FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS30" TO 42" DIA. EMBED TO SCOUR DEPTH (4205 MIN).

8'CONCRETE

PUSH-INRAMP

EXISTING GRADEPROPOSED GRADE

EXISTING GRADEPROPOSED GRADE

8'CONCRETEAPPROACH

RAMP

CONCRETE APPROACH / BOAT RAMP DT501A

BOULDER RETAINED SIDE SLOPEDT501C

CONCRETE APPROACH / BOAT RAMP DT501A

BOULDER RETAINED SIDE SLOPEDT501C

ASPHALT PAVING - AT DROP-OFF PARKING DT502A

TRAILSIDEBOATER ACCESSCROSS SECTIONS

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

SC 303

SCALE:

FISHER MANSION BOATER ACCESS ELEVATION VIEW1"=10'-0"

OHWM ± 4220

32' LONG PUSH-IN RAMP 60' LONG APPROACH RAMP 12' STAGINGAREA

EXIST WALK

BOULDER RETAINED SIDE SLOPEDT501C

CONCRETE APPROACH / BOAT RAMPDT501A

DECORATIVE METAL RAILINGDT501B

EXISTING GRADEPROPOSED GRADE

SCALE:

GADSBY TRAILHEAD BOATER ACCESS ELEVATION VIEW1"=10'-0"

EXISTING GRADE

PROPOSED GRADE

70' LONG APPROACH RAMP 44' LONG PUSH-IN RAMP

OHWM ± 4223

BOULDER RETAINED SIDE SLOPEDT501C

CONCRETE APPROACH / BOAT RAMPDT501A

BOATER ACCESSELEVATION VIEWS

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

SC 304

SCALE:

TRAILSIDE BOATER ACCESS ELEVATION VIEW1"=10'-0"

OHWM ± 4214

59' LONG APPROACH RAMP (NTS) 40' LONG PUSH-IN RAMP (NTS)

EXISTING GRADE

PROPOSED GRADE

BOULDER RETAINED SIDE SLOPEDT501C

CONCRETE APPROACH / BOAT RAMPDT501A

BOATER ACCESSELEVATION VIEWS

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

SC 305

DECORATIVE METAL RAILING NOTES:

1. DECORATIVE METAL RAILING TO BE AMERISTAR MONTAGEPLUS MAJESTIC 3-RAIL OR EQUAL.

2. ALL FENCING MATERIAL TO BE HOT DIPPED GALVANIZEDWITH NO-MAR BLACK POWDER FINISH COAT.

3. RAILING SHOWN ON LEVEL GROUND. MODIFY AS REQUIREDON SLOPES TO MAINTAIN POSTS AND PICKETS AT VERTICAL.

SCALE:

DECORATIVE METAL RAILING1"=4'-0"B

SURFACE MOUNT ANCHORPLATE W/ BOLTS

ELEVATION VIEW

51 2"2"

NO

M.

STAN

DAR

DH

EIG

HT

3.5'

11 4" 8' O.C. NOM.1.5" SQUARE X 14 GAUGE RAIL

2.5" SQUARE X 14 GAUGE POST0.75" SQUARE X 14 GAUGE PICKETS

WRAP AROUND BRACKET

4" TYP.TOP OF CONCRETE SLAB.

CONCRETE WALK NOTES:

1. TOOLED SCORE JOINTS, 1/4" WIDE X 1-1/4" DEEP. PLACE 10' O.C. OR AS INDICATED ON PLANS.2. EXPANSION JOINTS SHALL BE PLACED AT 40' O.C. AND AT INTERSECTIONS WITH OTHER

WALKS, CURBS, OR WALLS.

6" THICK CONCRETE.1% MIN. SLOPE2% MAX. SLOPE

6" MIN. THICK UNTREATED BASE COURSE.PLACE PER APWA SECTION 32 05 10.

SECTION VIEW

WIDTH VARIES

SCALE:

CONCRETE APPROACH / BOAT RAMP1"=4'-0"A

UNDISTURBED NATIVE SOIL OR BACKFILLSHALL BE COMPACTED 95% MAX DRYDENSITY.

SCALE:

BOULDER RETAINED SIDE SLOPE - SECTION VIEW1"=4'-0"C

OHWMCONCRETE

APPROACH RAMP(WIDTH VARIES)

FOOTER ROCKS IN CHANNEL:ANGULAR BOULDERS 30" TO 42" DIA.EMBED TO SCOUR DEPTH AS NOTED.

ROCKS ABOVE CHANNEL: ANGULARBOULDERS 24" TO 30" DIA.

EXISTING GRADE

PROPOSED GRADE

GRAVEL FILTER LAYER, 12" THICK (SIZE PERSPECIFICATION) AT ROCKS IN CHANNEL.

SURFACE ROCKS IN CHANNEL:ANGULAR BOULDERS 24" TO 30" DIA.

CHANNEL BOTTOM

SCOUR DEPTH ≈

GRAVEL / COBBLE MIX W/ ROCKS FROMON SITE (6" MINUS) TO FILL VOIDSBETWEEN AND AROUND LARGE ROCKAND ARMOR SURFACES.

1:2 MAX. SLOPE

CUT

FILL

BOULDER RETAINED SLOPE NOTES:

1. ROCK RETAINING WALL SHALL BE DRY STACKED WITH NO MORTAR.2. SET ROCKS SO THEY SIT SECURELY WITH NO ROCKING.3. STAGGER VERTICAL JOINTS.4. ROCKS MUST BE ANGULAR AND FITTED TOGETHER TO INTERACT WITH ADJACENT BOULDERS.5. IF SILTY OR SANDY SOILS ARE ENCOUNTERED, A FILTER FABRIC SHALL BE PLACED BEHIND THE BOULDER

FACED SLOPE.6. REMOVE LOOSE, SOFT, OR OTHERWISE UNSUITABLE FOUNDATION MATERIAL AND REPLACE WITH

COMPACTED STRUCTURAL FILL.7. PROVIDE QUARRY SPALLS TO FILL GAPS BETWEEN FACING ROCKS.

SECTION VIEW

SURFACE MOUNTANCHOR PLATEW/ BOLTS

WRAP AROUND BRACKET

2.5" SQUARE X 14GAUGE POST

6"

UNDISTURBED NATIVE SOIL ORBACKFILL SHALL BE COMPACTED95% MAX DRY DENSITY.

UNDISTURBED NATIVE SOIL ORBACKFILL SHALL BE COMPACTED95% MAX DRY DENSITY.

CONCRETE APPROACH / BOAT RAMPDT501A

CONCRETE APPROACH / BOAT RAMP DT501A

LANDSCAPE SITEDETAILS

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

DT 501

ASPHALT PAVING NOTES:

1. UNTREATED BASE COURSE: SHALL BE GRADE 1 AS PER APWA SECTION 02060 (SELECT FILL). PLACE FILL INNO GREATER THAN 6 INCH LIFTS AFTER COMPACTION. COMPACT TO NO LESS THAN 95% MAX DRY DENSITY.

2. ASPHALT CONCRETE SHALL BE PG-58-28-1/2" AS PER APWA SECTION 32 12 05.3. PRIME COAT: PRIME COAT ON UNTREATED BASE COURSE BEFORE PLACING ASPHALT.4. CONSTRUCT ROAD MIX BITUMINOUS SURFACE COURSE ONLY WHEN AIR TEMPERATURE IN THE SHADE AND

ROAD BED TEMPERATURE ARE GREATER THAN 50 DEGREES.

SCALE:

ASPHALT PAVING - AT DROP-OFF PARKING1"=4'-0"A

3" THICK ASPHALT PAVING

SECTION VIEW

DROP-OFF PARKING

EDGE OF EXISTING ASPHALTCONCRETE PARKING LOT

2% SLOPE TO MATCH EXISTINGPARKING LOT SLOPE

8" THICK UTBC AS PER APWA 32 II 23.COMPACT TO 95% MAX DRY DENSITY

COMPACT SUB-GRADE TO 95% MAX DRY DENSITY

SAW CUT EXISTING CONCRETECURB FLUSH TO GRADE

SCALE:

CONCRETE CURB1"=4'-0"B

1'-2

"8"

6"

4000 PSI CONCRETE CURB

UNTREATED BASE COURSE. PLACEPER APWA SECTION 32 05 10.

(2) #4 EPOXY COATED BARS CONT.

12" RADIUS, TYP.

COMPACT SUB-GRADE TO95% MAX DRY DENSITY

CONCRETE APPROACH / BOAT RAMP DT501A

ASPHALT PAVINGDT502A

4" HIGH EARTH BERM BEYONDEDGE OF ROOT BALL. 4' DIA.MIN. FOR SHREDDED BARK.

REMOVE ALL ROPE, TWINE BURLAP ANDWIRE BASKET COMPLETELY AND DISCARD,BEFORE INSTALLATION OF TREE.

4" SHREDDED BARK MULCHLAYER. KEEP MULCH 3" AWAYFROM TREE TRUNK.

DIG HOLE 3x MIN. ROOTBALL WIDTH.SLOPE SIDES TO FINISH GRADE

TREE PLANTING NOTES:

1. WATER TREE SUFFICIENTLY AT PLANTING 5-10GAL./1" TRUNK DIA.

2. TREE STAKING IS NOT REQUIRED UNLESSCONDITIONS IN FIELD WARRANT. IF STAKING ISNECESSARY A TREE STAKING DETAIL WILL BEPROVIDED. TREE STAKING WILL BE PAID FORWITH A CHANGE ORDER.

3. ALL TREES MUST BE INSTALLED ANDMAINTAINED AT TRUE VERTICAL.

RE-USE 100% NATIVE BACKFILL

4"

2" SAUCER BERM

4" MULCH LAYER OVERENTIRE BED. KEEP MULCH3" AWAY FROM PLANT

SCALE:

TREE PLANTING DETAILN.T.S.D

SCALE:

SHRUB PLANTING DETAILN.T.S.C

POPULUS SPECIES ONLY6' WOOD STAKE OR METAL"T" POST ATTACHED TOWIRE CAGE, SUFFICIENT TOSUPPORT CAGE (3 TOTAL)BURY WIRE CAGE 6 INCHES MIN.WIRE CAGE TO BE STAYLOCKGAME FENCING, OR EQUAL.

PRUNE ONLY BROKEN OR DEADBRANCHES AT TIME OF PLANTING.

ENSURE NO VOIDS ORAIR POCKETS UNDERAND AROUND ROOTBALL

REPAIR / REPLACE SOD/GROUND COVER, TYP.

PLANT WITH TRUNK / ROOT FLARE VISIBLE.

6"

TURN DOWN TOP ONETHIRD OF BURLAP ONBALL (IF B & B)

SCALE:

NATIVE SEED MIXN.A.E

EXISTING GRADE

COMPACTED SOIL MIX

RE-USE 100%NATIVE BACKFILL

UNDISTURBED EARTH

SET SHRUB ATORIGINAL DEPTH

LANDSCAPE SITEDETAILS

JORDANRIVER

TRAIL - BOATRAMPS

ENGINEERING

SALT LAKE CITYCORPORATION

DT 502