Trail Boat Ramp: Redwood Trailhead 1835 N. Redwood Road (1700 West) COUNTY CONTRACT NO: ????? ,

MAP OF SALT LAKE CITY SHEET SET ASSEMBLY ORDER PROJECT LOCATION SHEET BINDING SHEET DESIGNATOR ORDER TITLE GI 001 1 GENERAL INFORMATION COVER SHEET GI 002 2 GENERAL INFORMATION NOTES LS 101 3 LANDSCAPE SITE PLAN LP 201 4 LANDSCAPE PLANTING PLAN LI 301 5 LANDSCAPE IRRIGATION PLAN (PENDING) SC 401 - 402 6 - 7 LANDSCAPE SECTIONS AND ELEVATIONS LD 501 - 502 8 - 9 LANDSCAPE SITE DETAILS SUM 601 10 LANDSCAPE SUMMARY SHEET

VICINITY MAP

JORDAN RIVER

REDWOOD TRAILHEAD PROJECT AREA

(1700 WEST)

REDWOOD ROAD

PROJECT AREA MAP NOTE: PLANS ARE INTENDED TO BE PRINTED IN COLOR

Jordan River Trail Boat Ramp: GENERAL INFORMATION COVER SHEET Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) GI 001 Salt Lake City, Utah January 2020 GENERAL NOTES ABBREVIATIONS Project Limits APPROX APPROXIMATE All construction activity shall be confined to the project limit of disturbance including any staging/stockpile areas. Do not disturb, Backfill and embankment material shall be composed of suitable excavated soils as per APWA specifications 31 05 13 AVG AVERAGE excavate or work beyond project limits of disturbance without permission from the Owners Representative. Common Fill and 31 23 16 Excavation. BC BOTTOM OF CURB Site Mapping Existing topsoil shall be excavated and salvaged by Contractor for use in landscaping and grading activities. Topsoils used in BM BENCHMARK Basis of bearing for plans is Utah State Plane Central Zone NAD' 83 US Survey foot Coordinates. Elevation datum is NAVD landscaping shall have acidity range (pH) from 5.5 to 7.5 and a minimum organic content of 2%. Topsoil shall be placed at 80% to BOC BACK OF CURB 88/Geoid model 1999. The base survey was provided by Salt Lake City Corporation. Verification of survey mapping is the 90% maximum dry density and subsoil at 85% minimum compaction as determined by the Standard Proctor Method (ASTM BW BOTTOM OF WALL responsibility of the Contractor. D0698-66T or AASHTO T99). All existing topsoils shall be salvaged and utilized for revegetation activities to the extent possible. CAL CALIPER CL CENTERLINE Survey Staking Site Construction Notes CY CUBIC YARD Survey staking is the responsibility of the Contractor. The Contractor may obtain CAD files from the Designer for staking and layout All tree removal activities and site disturbance activities between April 1 and August 31 shall occur only after a Nesting Bird Survey DIA DIAMETER purposes. has been conducted within the construction site footprint and all protocols and protective measures are followed. EL ELEVATION Permits All planting and seeding activities shall occur during the designated seeding and planting window from September 15 to December 1 EX EXISTING The Contractor is required to comply with all construction related requirements in each permit issued for the project. unless in areas with irrigation or as otherwise authorized by the Owners Representative. FG FINISH GRADE GB GRADE BREAK Utilities Where ground conditions are damp and equipment traffic would result in excessive ground compaction and rutting, use construction HORIZ HORIZONTAL The Contractor is responsible for locating and avoiding all utilities and service laterals, and for repairing all damage that occurs to mats to access active work areas. HP HIGH POINT the utilities due to the Contractor's activities. It is the responsibility of the Contractor to perform all utility locations at least 48 hours IN INCHES prior to excavation, call 1(800)662-4111. It is the responsibility of the Contractor to protect all existing utilities, including but not Use a water truck or other suitable watering device as needed to control dust. LF LINEAR FEET limited to fiber optic, sewer, water, gas and electric utilities encountered in the work. Any relocation or improvements of utilities LP LOW POINT shall be accurately noted on as-built drawings and issued to the Owners Representative at the completion of the project. Existing Inspect paved roads adjacent to the project site regularly for mud tracking; sweep roadways as needed and ensure roads are left utility information obtained from Public Utilities' maps and other utility maps must be assumed as approximate and requiring field clean at the end of each shift. MAX MAXIMUM verification. Utilities are shown to best available information. Contractor is responsible to repair utility damage at no additional cost MIN MINIMUM to Salt Lake County. Contact blue stakes or appropriate owner for communication line locations. The Contractor shall keep job site area clean, hazard free and dispose of all debris, rubbish and construction waste, and remove all MISC MISCELLANEOUS abandoned materials from the site. All disturbed staging and access areas are to be restored to pre-construction condition. The NIC NOT IN CONTRACT Utility Clearance Contractor is responsible to reclaim (regrade, seed and mulch, replace trees and shrubs or turf sod) construction features not NO NUMBER Maintain 3' horizontal clearance from water and storm drains, 5' horizontal clearance from sanitary sewers, and 18" cover over and specified as remaining on the site and clean up all areas at the completion of the project. NTS NOT TO SCALE 12" under any Salt Lake City PUD pipe. All distances are to be measured outside to outside. OC ON CENTER The Contractor is responsible to keep access to Private Property open at all times during construction. Utility Relocations REQ'D REQUIRED For utility conflicts requiring relocations, the contractor must notify the applicable utility company or user a minimum of 2-weeks in ROW RIGHT OF WAY The Contractor is responsible for installing water control measures as needed to perform streambank work in dry conditions. Water advance. A one-week minimum notification is required for conflicts requiring the relocation of service laterals. All relocations are SF SQUARE FOOT control measures include but are not limited to diversions, culverts, sumps with pumps or other means necessary to divert surface subject to approval from the applicable utility company and/or user. water away from the active work area. Adequate measures must be taken to remove all sediment prior to discharge. SHT SHEET TC TOP OF CURB Safety Temporary Environmental/Safety Fence TW TOP OF WALL The Contractor is responsible for all aspects of safety of the project and shall meet all OSHA, State, County and other governing TYP TYPICAL entity requirements. The Contractor is solely responsible for conforming to local and Federal codes governing shoring and bracing Install fencing to demarcate active work areas as appropriate based on construction phasing. of excavations and trenches, and for the protection of workers. The Contractor is responsible for job site conditions and the safety VERT VERTICAL for human life during the course of construction. This requirement shall apply continuously during the period of construction and is Storm Water Pollution Prevention Plan Notes not limited to normal working hours. 1. No earth shall be disturbed until all erosion control measures are in place.

Traffic Control and Haul Routes Traffic control must conform to the most current edition of Salt Lake City Traffic Control Manual - Part 6 of “Manual On Uniform 2. Erosion control measures will be maintained and remain in place until re-vegetation measures have been achieved. Traffic Control Devices” for Salt Lake County and state roads. SLC Transportation must approve all project haul routes (535-7129). The Contractor must also conform to UDOT, Salt Lake County or other applicable governing entities requirements for traffic control. 3. The Contractor is responsible for submittal of NOI and acquisition of UPDES Storm Water General Permit for Construction Activities (UTR300000) and for SWPPP design, layout, installation, inspection and maintenance of erosion/sediment controls. The Temporary Construction Facilities Contractor is responsible to submit SWPPP to Salt Lake County for review prior to initiating any disturbances. Adjust locations of All temporary utilities and facilities will be the responsibility of the Contractor. A construction trailer is not required. Potable water is measures and install additional measures as construction phasing requires. Disturbed areas where construction activity has ceased not available on site and shall be provided by the Contractor. A chemical toilet of suitable type shall be provided and maintained by will be stabilized in accordance with State UPDES and Salt Lake County requirements. the Contractor at all times. 4. The Contractor is responsible for implementing and utilizing Best Management Practices (BMPs) to prevent storm water runoff Construction Spoils and Waste Handling and water pollution during construction activities. The Contractor is responsible for supplying equipment and plans that provide Items encountered below grade and not shown on the drawings shall be brought to the attention of the Owners Representative. All both dust and fire control during project construction. Use caution when working in and around wet areas. If potential hazardous construction spoils and waste are the responsibility of the Contractor and shall be disposed of at an approved landfill facility. materials are encountered, contact the Owners Representative immediately.

Clearing and Grubbing Grading And Drainage Plan Notes Existing on-site materials shall be carefully removed and stored for re-use, or disposed of at an approved landfill facility. All existing vegetation not in designated excavation areas and not designated for removal is to be protected in place. Completely remove 1. Contractor to stake the boundary of the grading area for approval from the Owners Representative prior to initiating grading stumps, roots, shrubs, weeds, and other debris protruding from the ground in areas to be excavated. activities.

Site Earthwork and Grading 2. Contractor is responsible for erosion, dust and temporary drainage control during grading operations. The Contractor is responsible for all site earthwork and grading activities to meet designs identified in plans and details, which are intended to show final result of design. Modifications may be required to suit job site conditions encountered during construction 3. Fill areas are to be compacted throughout to a minimum OF 100% relative compaction. and shall be included in as-built drawings provided to the Owners Representative at completion of the project. All river channel banks and stream channel banks affected by construction activities shall be stabilized and protected throughout construction. 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.

Jordan River Trail Boat Ramp: GENERAL INFORMATION NOTES

Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) GI 002 Salt Lake City, Utah January 2020 PROPERTY LINE SITE PLAN LEGEND EXISTING OVERHEAD 20' SIDE UDOT ATMS / SYRINGA XS2 SETBACK FIBER OPTIC TELECOMMUNICATIONS EXISTING TREE SC401

SEWER MAIN 30° A EXISTING CONTOUR CONCRETE APPROACH / BOAT RAMP A LD501 GABION BASKET BENCH SEAT (2) FG 4207.9 (PUSH-IN RAMP 40 LF @ 16% SLOPE) LD502 PROPOSED CONTOUR

WATER MAIN 54'

PROPOSED ASPHALT N17°09'26"W JORDAN RIVER PAVING

PROPOSED BOULDER GB 4213.4 XS1 OHWM RETAINED SIDESLOPE SC401 ± 4214

EXISTING TREE, B RETAIN AND (ADD ALTERNATE #1) CONCRETE CURB LD501 PROTECT, TYP D BOULDER RETAINED SIDE SLOPE LD501

L=37' D=76°48'19" R=28.13' C (ADD ALTERNATE #1) ASPHALT PAVING LD501 N59°51'07"E7' 8'

(ADD ALTERNATE #1) DROP-OFF PARKING

(ADD ALTERNATE #1) RE-LOCATE EXISTING LIGHT POLE

(ADD ALTERNATE #1) SAWCUT AND A REMOVE 62 LF OF EXISTING CONCRETE CONCRETE APPROACH / BOAT RAMP CURB AT DROP-OFF PARKING LD501 (APPROACH RAMP 59 LF @ 10% SLOPE) PARCEL: 08-15-351-004 OWNER: SALT LAKE CITY CORPORATION ADDRESS: 2280 N ROSE PARK LN ZONING: OS (OPEN SPACE)

20' SIDE 30' FRONT SETBACK SETBACK

PROPERTY LINE

(1700 WEST)

REDWOOD ROAD 0 30 60 PROPERTY LINE Feet

Jordan River Trail Boat Ramp: LANDSCAPE SITE PLAN

Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) LS 101 Salt Lake City, Utah January 2020 PROPERTY LINE PLANTING PLAN LEGEND INSTALL RAINBIRD RWS-BCG EXISTING OVERHEAD PLANT KEY BOTANICAL / COMMON NAME / HYDROZONE / QUANTITY ROOT WATERING SYSTEM AND UDOT ATMS / SYRINGA TREES: 20 GALLON MIN SIZE CONNECT TO EXISTING FIBER OPTIC TELECOMMUNICATIONS IRRIGATION SYSTEM, TYP. OF 3.

SEWER MAIN POPULUS FREMONTII / FREMONT COTTONWOOD / NA / 3 FG 4207.9

WATER MAIN JORDAN RIVER SHRUBS: 2 GALLON

CS CORNUS SERICEA / RED-OSIER DOGWOOD / NA / 8 GB 4213.4 OHWM

± 4214 SE SALIX EXIGUA / WILLOW / NA / 12

RA RIBES AUREUM / GOLDEN CURRANT / Sd2/ 3 EXISTING TREE, RETAIN AND BIO-NATIVE SOD PROTECT, TYP BIO-NATIVE SOD:34% STREAMBANK WHEATGRASS, 33% WESTERN WHEATGRASS, 33% THICKSPIKE WHEATGRASS. AVAILABLE THROUGH BIOGRASS SEED FARMS

PARCEL: 08-15-351-004 OWNER: SALT LAKE CITY CORPORATION ADDRESS: 2280 N ROSE PARK LN ZONING: OS (OPEN SPACE)

PROPERTY LINE

(1700 WEST)

REDWOOD ROAD 0 30 60 PROPERTY LINE Feet

Jordan River Trail Boat Ramp: LANDSCAPE PLANTING PLAN

Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) LP 201 Salt Lake City, Utah January 2020 PROPERTY LINE

INSTALL RAINBIRD RWS-BCG EXISTING OVERHEAD ROOT WATERING SYSTEM AND UDOT ATMS / SYRINGA

CONNECT TO EXISTING FIBER OPTIC TELECOMMUNICATIONS IRRIGATION SYSTEM, TYP. OF 3.

SEWER MAIN

FG 4207.9

WATER MAIN JORDAN RIVER

GB 4213.4 OHWM ± 4214

EXISTING TREE, RETAIN AND PROTECT, TYP

PROPERTY LINE

(1700 WEST)

REDWOOD ROAD 0 30 60 PROPERTY LINE Feet

Jordan River Trail Boat Ramp: LANDSCAPE IRRIGATION PLAN

Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) LI 301 Salt Lake City, Utah January 2020 STRIP AND STOCKPILE EXISTING TOPSOIL (6" THICK) A B LD501 CONCRETE APPROACH / BOAT RAMP (ADD ALTERNATE #1) CONCRETE CURB LD501

C ROCKS ABOVE CHANNEL: ANGULAR BOULDERS 24" TO 30" DIA (ADD ALTERNATE #1) ASPHALT PAVING LD501 SPREAD TOPSOIL AND INSTALL BIO-NATIVE SOD D BOULDER RETAINED SIDE SLOPE LD501

EXISTING ASPHALT DROP-OFF PARKING PROPOSED GRADE OHWM ± 4214 EXISTING GRADE 8' CONCRETE APPROACH RAMP

FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS 30" TO 42" DIA. EMBED TO SCOUR DEPTH (4205 MIN).

XS1 CROSS SECTION SCALE: 1"=10'-0"

A CONCRETE APPROACH / BOAT RAMP LD501

EXISTING GRADE PROPOSED GRADE OHWM ± 4214

8' FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS CONCRETE 30" TO 42" DIA. EMBED TO SCOUR DEPTH (4205 MIN). D PUSH-IN BOULDER RETAINED SIDE SLOPE RAMP LD501 XS2 CROSS SECTION SCALE: 1"=10'-0"

Jordan River Trail Boat Ramp: LANDSCAPE CROSS SECTIONS AND ELEVATIONS Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) SC 401 Salt Lake City, Utah January 2020 STRIP AND STOCKPILE EXISTING TOPSOIL (6" THICK) D BOULDER RETAINED SIDE SLOPE LD501

SPREAD TOPSOIL AND A CONCRETE APPROACH / BOAT RAMP INSTALL BIO-NATIVE SOD LD501

OHWM ± 4214 PROPOSED GRADE

EXISTING GRADE

59' LONG APPROACH RAMP @ 10% SLOPE 34' LONG PUSH-IN RAMP 6' (PARTIALLY OBSCURED) @ 16% SLOPE LANDING REDWOOD TRAILHEAD BOATER ACCESS ELEVATION VIEW SCALE: 1"=10'-0"

Jordan River Trail Boat Ramp: LANDSCAPE CROSS SECTIONS AND ELEVATIONS Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) SC 402 Salt Lake City, Utah January 2020 CONCRETE APPROACH / BOAT RAMP NOTES: ASPHALT PAVING NOTES: 1. TOOLED SCORE JOINTS, 1/4" WIDE X 1-1/4" DEEP. PLACE 10' O.C. OR AS INDICATED ON PLANS. 1. UNTREATED BASE COURSE: SHALL BE GRADE 1 AS PER APWA SECTION 02060 (SELECT FILL). PLACE FILL IN 2. EXPANSION JOINTS SHALL BE PLACED AT 40' O.C. AND AT NO GREATER THAN 6 INCH LIFTS AFTER COMPACTION. COMPACT TO NO LESS THAN 95% MAX DRY DENSITY. INTERSECTIONS WITH OTHER WALKS, CURBS, OR WALLS. 2. ASPHALT CONCRETE SHALL BE PG-58-28-1/2" AS PER APWA SECTION 32 12 05. 3. CONCRETE SURFACE FINISH SHALL BE "V" GROOVE C 3. PRIME COAT: PRIME COAT ON UNTREATED BASE COURSE BEFORE PLACING ASPHALT. FINISH FOR IMPROVED TRACTION. LD501 (ADD ALTERNATE #1) ASPHALT PAVING 4. CONSTRUCT ROAD MIX BITUMINOUS SURFACE COURSE ONLY WHEN AIR TEMPERATURE IN THE SHADE AND ROAD BED TEMPERATURE ARE GREATER THAN 50 DEGREES.

1 2" RADIUS, TYP. 8' 4000 PSI CONCRETE CURB A CONCRETE APPROACH / BOAT RAMP LD501 1% MIN. SLOPE 6" THICK CONCRETE. (2) #4 EPOXY COATED BARS CONT. 2% MAX. SLOPE DROP-OFF PARKING SAW CUT EXISTING CONCRETE CURB FLUSH TO GRADE

1'-2" EDGE OF EXISTING ASPHALT 2% SLOPE TO MATCH EXISTING CONCRETE PARKING LOT PARKING LOT SLOPE 8" 6" MIN. THICK UNTREATED BASE COURSE. PLACE PER APWA SECTION 32 05 10. 6" UNTREATED BASE COURSE. PLACE UNDISTURBED NATIVE SOIL OR BACKFILL PER APWA SECTION 32 05 10. SHALL BE COMPACTED 95% MAX DRY SECTION VIEW DENSITY. COMPACT SUB-GRADE TO 3" THICK ASPHALT PAVING 95% MAX DRY DENSITY COMPACT SUB-GRADE TO 95% MAX DRY DENSITY 8" THICK UTBC AS PER APWA 32 II 23. CONCRETE APPROACH / BOAT RAMP (ADD ALTERNATE #1) CONCRETE CURB COMPACT TO 95% MAX DRY DENSITY A SCALE: 1"=4'-0" B SCALE: 1"=4'-0" SECTION VIEW EXISTING GRADE (ADD ALTERNATE #1) ASPHALT PAVING - AT DROP-OFF PARKING PROPOSED GRADE C SCALE: 1"=4'-0"

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

A BOULDER RETAINED SIDE SLOPE NOTES: LD501 CONCRETE APPROACH / BOAT RAMP 1. ROCK RETAINING WALL SHALL BE DRY STACKED WITH NO MORTAR. ±OHWM 2. SET ROCKS SO THEY SIT SECURELY WITH NO ROCKING. SURFACE ROCKS IN CHANNEL: 3. STAGGER VERTICAL JOINTS. CUT ANGULAR BOULDERS 24" TO 30" DIA. 4. ROCKS MUST BE ANGULAR AND FITTED TOGETHER TO INTERACT WITH ADJACENT BOULDERS. 1:2 MAX. SLOPE 5. IF SILTY OR SANDY SOILS ARE ENCOUNTERED, A FILTER FABRIC FILL 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. UNDISTURBED NATIVE SOIL OR CONCRETE BACKFILL SHALL BE COMPACTED APPROACH RAMP 95% MAX DRY DENSITY. 8' WIDE

GRAVEL / COBBLE MIX W/ ROCKS FROM ON SITE CHANNEL BOTTOM (6" MINUS) TO FILL VOIDS BETWEEN AND AROUND LARGE ROCK AND ARMOR SURFACES.

GRAVEL FILTER LAYER, 12" THICK (SIZE PER SCOUR DEPTH ≈ SPECIFICATION) AT ROCKS IN CHANNEL. FOOTER ROCKS IN CHANNEL: ANGULAR BOULDERS BOULDER RETAINED SIDE SLOPE - SECTION VIEW 30" TO 42" DIA. EMBED TO SCOUR DEPTH AS NOTED. D SCALE: 1"=4'-0"

Jordan River Trail Boat Ramp: LANDSCAPE SITE DETAILS

Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) LD 501 Salt Lake City, Utah January 2020 1 X 2.25 IPE FACE 2X4 IPE SLATS; 3 APPROX. 16" GAP IPE BENCH SEAT STAINLESS STEEL BETWEEN SLATS. SCREW FASTENERS. PRE-DRILL HOLES. 3 2X4 IPE SLATS; APPROX. 16" GAP EXISTING STEEL EDGE BETWEEN SLATS. CORTEN ANGLE 2'-3" IRON AND CLAMP CORTEN ANGLE IRON AND CLAMP BAR ATTACH TO BAR ATTACH TO 1 X 4 BEARER EXISTING GABIONS 1 X 4 BEARER EXISTING GRAY CHAT PAVING 1X4 IPE BEARER FOR SLATS EXISTING WELDED WIRE MESH GABION BASKET IPE SURFACE ATTACHMENT SECTION VIEW N.T.S.

2X4 IPE SLATS EXISTING GRAY CHAT PAVING 1 X 2.25 IPE FACE 1X4 IPE BEARER FOR SLATS SPACED EQUALLY 12" O.C. MAX. EXISTING ASPHALT TRAIL CORTEN ANGLE IRON AND CLAMP EXISTING WELDED WIRE BAR ATTACH TO 1 X 4 BEARER MESH GABION BASKET ANGLED UNION OF EXISTING PLAN VIEW GABION BASKET SEGMENTS.

ELEVATION VIEW GABION BASKET BENCH SEAT A SCALE: 1" = 4'-0" TREE PLANTING NOTES: PRUNE ONLY BROKEN OR DEAD 1. WATER TREE SUFFICIENTLY AT PLANTING (5-10 BRANCHES AT TIME OF PLANTING. GAL. PER 1" OF TRUNK DIA.) POPULUS SPECIES ONLY BIO-NATIVE SOD NOTES: 2. TREE STAKING IS NOT REQUIRED UNLESS 6' WOOD STAKE OR METAL 1. BIO-NATIVE SOD AVAILABLE THROUGH BIOGRASS SEED FARMS. 9980 CONDITIONS IN FIELD WARRANT. IF STAKING IS "T" POST ATTACHED TO SOUTH STATE, SANDY, UT. NECESSARY A TREE STAKING DETAIL WILL BE WIRE CAGE, SUFFICIENT TO 2. INSTALL BIG ROLL SOD ,30" X 80' SIZE WITH1/2" OF SOIL. PROVIDED. TREE STAKING WILL BE PAID FOR SUPPORT CAGE (3 TOTAL). SET SHRUB AT 3. MOW TO 8 INCH HEIGHT, ONCE IN LATE SPRING, ONCE IN EARLY FALL. WITH A CHANGE ORDER. BURY WIRE CAGE 6 INCHES MIN. ORIGINAL DEPTH 4. PLACE PER SUPPLIER'S DIRECTIONS. 3. ALL TREES MUST BE INSTALLED AND WIRE CAGE TO BE STAYLOCK MAINTAINED AT TRUE VERTICAL. GAME FENCING, OR EQUAL. REMOVE BURLAP ON PLANT WITH TRUNK / ROOT FLARE VISIBLE. BALL (IF B & B) 4" SHREDDED BARK MULCH REMOVE ALL ROPE, TWINE BURLAP AND LAYER. KEEP MULCH 3" AWAY 4" MULCH LAYER OVER WIRE BASKET COMPLETELY AND DISCARD, FROM TREE TRUNK. BEFORE INSTALLATION OF TREE. BIO-NATIVE SOD: 34% STREAMBANK WHEATGRASS, 33% ENTIRE BED. KEEP MULCH 4" HIGH EARTH BERM BEYOND WESTERN WHEATGRASS, 33% THICKSPIKE WHEATGRASS. 3" AWAY FROM PLANT REPAIR / REPLACE SOD/ EDGE OF ROOT BALL. 4' DIA. SPREAD NATIVE TOPSOIL (6" THICK) 2" SAUCER BERM GROUND COVER, TYP. MIN. FOR SHREDDED BARK. UNDISTURBED OR EXISTING GRADE COMPACTED SUBGRADE

RE-USE 100% RE-USE 100% NATIVE NATIVE BACKFILL TOPSOIL BACKFILL

4" COMPACTED SOIL MIX ENSURE NO VOIDS OR AIR POCKETS UNDER UNDISTURBED EARTH 6" AND AROUND ROOTBALL DIG HOLE 3x MIN. ROOTBALL WIDTH. SLOPE SIDES TO FINISH GRADE BIO-NATIVE SOD DETAIL SHRUB PLANTING DETAIL TREE PLANTING DETAIL B SCALE: N.A. C SCALE: N.T.S. D SCALE: N.T.S.

Jordan River Trail Boat Ramp: LANDSCAPE SITE DETAILS

Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) LD 502 Salt Lake City, Utah January 2020 ROOT WATERING SYSTEM NOTES:

1. TWO RWS PER TREE TYP. EQUALLY SPACED. 2. PLACE RWS ON HIGHEST SIDES OF TREE ROOTBALL PIT IF ON SLOPE.

RAINBIRD 1401 BUBBLER ON SALCO PIPE. TWO PER TREE ADJACENT TO ROOT BALL PERPENDICULAR TO RWS. TOPSOIL BACKFILL

ROOT WATERING SYSTEM (RWS) SEE IRRIGATION PLAN FOR MODEL NO.

TREE ROOTBALL

PVC SCH 80 ELL OR TEE

LATERAL PIPE

PLAN VIEW

TREE ROOTBALL RAINBIRD 1401 BUBBLER ON SALCO TOPSOIL BACKFILL PIPE. TWO PER TREE ADJACENT TO ROOT BALL PERPENDICULAR TO RWS. FINISH GRADE 12"-18".

ROOT WATERING SYSTEM (RWS) SEE IRRIGATION PLAN FOR MODEL NO.

LATERAL PIPE PVC SCH 80 ELL OR TEE EXISTING SOIL SECTION/ ELEV. VIEW

TREE ROOT WATERING SYSTEM A SCALE: N.T.S.

Jordan River Trail Boat Ramp: LANDSCAPE SUMMARY SHEET

Redwood Trailhead SD CS 1835 N. Redwood Road (1700 W.) SUM 601 Salt Lake City, Utah January 2020