SALT LAKE CITYMAP OF
JORD
AN R
IVER
TRA
IL -
BOA
T RA
MPS
FISH
ER M
ANSI
ON P
ROJE
CT: 1
225
W. 2
00 S
., SA
LT L
AKE
CITY
, UTA
H
GADS
BY T
RAIL
HEA
D PR
OJEC
T: 1
223
W. N
ORTH
TEM
PLE,
SAL
T LA
KE C
ITY,
UTA
H
TRAI
LSID
E TR
AILH
EAD:
183
5 N.
RED
WOO
D RO
AD (
1700
W.)
SAL
T LA
KE C
ITY,
UTA
H
JOB
NO. 2
6015
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