Creeks/ThreeCreeks70PercentPl… · three creeks confluence open space reactivation and riparian...

THRE

E CR

EEKS

CON

FLUE

NCE

OPEN

SPA

CERE

ACTI

VATI

ON A

ND R

IPAR

IAN

REST

ORAT

ION

900

WES

T 13

00 S

OUTH

JOB

NO. 3

0012

4

SHEET SET ASSEMBLY ORDER

GI 001

GI 002

LD 101

LS 101

LS 102

LG 101

LP 101

LI 101

SC 301-SC 304

DT 501-DT 510

DT 511

DT 512-DT14

S 000

S 100

S 200

S 300

S 301

S 400

1

2

3

4

5

6

7

8

9-12

13-22

23

24-26

27

28

29

30

31

32

GENERAL INFORMATION COVER SHEET

GENERAL INFORMATION NOTES

LANDSCAPE DEMOLITION PLAN

LANDSCAPE SITE PLAN

LANDSCAPE SITE LAYOUT PLAN

LANDSCAPE GRADING PLAN

LANDSCAPE PLANTING PLAN

LANDSCAPE IRRIGATION PLAN

LANDSCAPE SECTIONS

LANDSCAPE SITE DETAILSLANDSCAPE PLANTING DETAILS

LANDSCAPE IRRIGATION DETAILS

STRUCTURAL NOTES

PEDESTRIAN BRIDGE

DELTA OVERLOOK

RETAINING WALL PLAN

RETAINING WALLS

OVERLOOK PLATFORM

THREE CREEKS CONFLUENCE OPEN SPACEREACTIVATION AND RIPARIAN RESTORATION

JOB NO. 300124

J O R D A N R I V E R

WESEMANPARK

SLCAP HEADSTART

SORENSONMULTI-CULTURAL

PENNYWISEMART

LUCY AVENUE

1300 SOUTH

MODESTO AVENUE

CALIFORNIA AVENUE

FREMONT AVENUE

MODESTO PARK

JORDAN PARK

900

WES

T

J

O

R

D

A

N

R

I

V

E

R

BEND IN THE RIVER PARK

PROJECT

AREA

V & LAUTO

SERVICES

13THSOUTH

TRAILHEAD

SITE ORIENTATION MAPVICINITY MAP

DESIGNER

CITY OFFICIALS

DEPARTMENT OF:COMMUNITY AND NEIGHBORHOODS

ENGINEERING DIVISIONDIRECTOR - MIKE REBERGCITY ENGINEER - MATTHEW CASSEL, P.E., ENV-SP

349 SOUTH 200 EAST, SUITE 100SALT LAKE CITY, UTAH 84111OFFICE - 801.535.7961FAX - 801.535.6093

OWNER

LANDSCAPE ARCHITECT:

PREPARER CONSULTANTS:

ABBREVIATIONSAPPROX APPROXIMATEAVG AVERAGEBC BOTTOM OF CURBBM BENCHMARKBOC BACK OF CURBBW BOTTOM OF WALLCAL CALIPERCL CENTERLINECY CUBIC YARDDIA DIAMETEREL ELEVATIONEX EXISTINGFG FINISH GRADEHORIZ HORIZONTALHP HIGH POINTIN INCHESLF 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

SITE ORIENTATION KEY

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 disturbancewithout permission from the Owners Representative.

Site MappingBasis of bearing for plans is Utah State Plane Central Zone NAD' 83 US Survey footCoordinates. Elevation datum is NAVD 88/Geoid model 1999. The base survey was provided bySalt Lake City Corporation. 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 fromthe Designer for staking and layout purposes.

PermitsThe Contractor is required to comply with all construction related requirements in each permitissued for 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,call 1(800)662-4111. It is the responsibility of the Contractor to protect all existing sewer, water,gas and electric utilities encountered in the work. Any relocation or improvements of utilitiesshall be accurately noted on as-built drawings and issued to the Owners Representative at thecompletion of the project. Existing utility information obtained from Public Utilities' maps must beassumed as approximate and requiring field verification. Contact blue stakes or appropriateowner for communication line locations.

Utility RelocationsFor utility conflicts requiring relocations, the contractor must notify the applicable utility companyor user a minimum of 2-weeks in advance. A one-week minimum notification is required forconflicts requiring the relocation of service laterals. All relocations are subject to approval fromthe applicable utility 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 forconforming to local and Federal codes governing shoring and bracing of excavations andtrenches, and for the protection of workers.

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 alsoconform to UDOT, Salt Lake County or other applicable governing entities requirements fortraffic control.

Temporary Construction FacilitiesAll temporary utilities and facilities will be the responsibility of the Contractor. A constructiontrailer is not required. Potable water is not available on site and shall be provided by theContractor. A chemical toilet of suitable type shall be provided and maintained by the Contractorat all times. The Contractor is responsible for job site conditions and the safety for human lifeduring the course of construction. This requirement shall apply continuously during the period ofconstruction and is not limited to normal working hours.

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.

Construction Spoils and Waste HandlingItems encountered below grade and not shown on the drawings shall be brought to the attentionof the Owners Representative. All construction spoils and waste are the responsibility of theContractor and 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 designsidentified in plans and details, which are intended to show final result of design. Modificationsmay be required to suit job site conditions encountered during construction and shall be includedin 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.

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

Existing topsoil shall be excavated and salvaged by Contractor for use in landscaping andgrading activities. Topsoils used in landscaping shall have acidity range (pH) from 5.5 to 7.5 anda minimum organic content of 2%.

Topsoil shall be placed at 80% to 90% maximum dry density and subsoil at 85% minimumcompaction as determined by the Standard Proctor Method (ASTM D0698-66T or AASHTOT99). All existing topsoils shall be salvaged and utilized for revegetation activities to the extentpossible.

Site Construction NotesAll tree removal activities and site disturbance activities between April 1 and Augutst 31shalloccur only after a Nesting Bird Survey has been conducted within the construction site footprintand all protocols 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 bythe Owners 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.

Clean site and dispose of construction waste as permitted.

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

The Contractor is responsible to keep access to Private Property open at all times duringconstruction. The Contractor is responsible to keep access to areas of the park not affected byconstruction open at all times during construction.

The Contractor is responsible for installing water control measures as needed to perform streamwork 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 active workarea. Adequate measures must be taken to remove all sediment prior to discharge .

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 established.

3. Monitor, inspect, and maintain all erosion control measures as needed to prevent erosion andsediment discharge into creeks or pond. Adjust locations of measures and install additionalmeasures as construction phasing requires. Disturbed areas where construction activity hasceased will be stabilized in accordance with State UPDES and Salt Lake City requirements.Submittal of NOI and acquisition of UPDES Storm Water General Permit for ConstructionActivities (UTR300000) is the responsibility of the Contractor.

4. The Contractor is responsible for implementing and utilizing Best Management Practices(BMPs) to prevent storm water runoff and water pollution during construction activities. TheContractor is responsible for supplying equipment and plans that provide both dust and firecontrol during project construction. Use caution when working in and around wet areas. Ifpotential hazardous materials are encountered, contact the Owners Representative immediately.

Grading And Drainage Plan Notes1. Contractor to stake the boundary of the grading area for approval from the OwnersRepresentative prior 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.

THREE CREEKSCONFLUENCE OPEN

SPACEREACTIVATION AND

RIPARIANRESTORATION

ENGINEERING

SALT LAKE CITYCORPORATION

J O R D A N R I V E R

SLCAPHEADSTART

SORENSONMULTI-CULTURAL

CENTER

PENNYWISEMART

LUCY AVENUE

1300 SOUTH

MODESTO AVENUE

CALIFORNIA AVENUE

FREMONT AVENUE

MODESTOPARK

JORDAN PARK

900

WES

T

J

O

R

D

A

N

R

I

V

E

R

BEND IN THE RIVER PARK

PROJECT

AREA

V & LAUTO

SERVICES

13TH SOUTHTRAILHEAD

GENERAL NOTES

WATER SURFACESHOWN AT ≈4222.8

PRE-CONSTRUCTION

LANDSCAPE DEMOLITION PLAN LEGEND

EXISTING TREES - RETAIN AND PROTECTUNLESS OTHERWISE NOTED

EXISTING CONTOUR

REMOVE EXISTING FENCE (775 LINEAR FEET)

REMOVE EXISTING CONCRETE BOX CULVERT (165 LINEAR FEET)

REMOVE EXISTING 60 INCH DIA. RCP CULVERT (165 LINEAR FEET)

PROJECT LIMIT LINE

EXISTING COMMUNICATIONS PEDESTAL

EXISTING STORM SEWER MANHOLE

EXISTING STORM MANHOLE

EXISTING FIBER OPTICS

EXISTING WATER VALVE



RIPARIANRESTORATION

ENGINEERING


LANDSCAPEDEMOLITION PLAN

LD 101Feet

80400

LANDSCAPE DEMOLITION PLAN NOTES

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

2. CONSTRUCTION SITES MUST BE IN COMPLIANCE WITH THE UTAH POLLUTIONDISCHARGE ELIMINATION SYSTEM (UPDES) STORM WATER PERMIT FORCONSTRUCTION ACTIVITIES (538-6923). A COPY OF THE PERMIT'S STORM WATERPOLLUTION PREVENTION PLAN MUST BE SUBMITTED TO PUBLIC UTILITIES FORREVIEW AND APPROVAL. ADDITIONAL WATER QUALITY AND EROSION CONTROLMEASURES MAY BE REQUIRED. THE CONTRACTOR MUST ALSO COMPLY WITHSALT LAKE CITY'S CLEAN WHEEL ORDINANCE.

DT505CBOULDER BANKLINE

PEDESTRIAN BRIDGE. SEESTRUCTURAL SHEET S 100

DT505CBOULDER BANKLINE

DT501ELIMESTONE CRUSHER FINES SURFACE

DT501ELIMESTONE CRUSHER FINES SURFACE

DT510AFISHING PIER

DT508APLAZA SPACE

DT502CASPHALT PAVING AT MAINTENANCE ACCESS

EXISTING DRIVEWAY ACCESSRETAIN AND PROTECT

STORM WATER BASINBDT507

DT505DBIO-ENGINEERED BANKLINE

CONCRETE PAVINGFDT501

CONCRETE PAVINGFDT501

OVERLOOK PLATFORM. SEESTRUCTURAL SHEET S 400

CANTILEVER OVERLOOK SPAN.SEE STRUCTURAL SHEET S 200

DT502DREMOVABLE BOLLARD (2)

DT501E LIMESTONE CRUSHER FINES SURFACE

CORNER PEDESTRIANBDT503

(4' SIDEWALK)

DECORATIVE METAL RAILINGADT505

RETAINING WALL. SEESTRUCTURAL SHEET S 300

ACCESS RAMP

MID BLOCK PEDESTRIANADT503

ACCESS RAMP

DT501FCONCRETE PAVING

RETAINING WALLS. SEESTRUCTURAL SHEET S 300

DECORATIVE METAL FENCEBDT505

DECORATIVE METAL FENCEBDT505

RETAINING WALLS. SEESTRUCTURAL SHEET S 300

DT505D BIO-ENGINEERED BANKLINE

TYPE A CONCRETE CURB AND GUTTERADT502

NO PARKING SIGNBDT504

TYPE C CONCRETE CURB AND GUTTER ADT502

LANDSCAPE SITE PLAN LEGEND

PROJECT LIMIT LINE

DECORATIVE METAL FENCE

CONCRETE RETAINING WALL WITH RAILING

BIO-ENGINEERED BANKLINE

BOULDER BANKLINE

CONCRETE SURFACE

LIMESTONE CRUSHER FINES SURFACE

PLAZA SPACE SURFACE

ASPHALT SURFACE

FISHING PIER

Feet

80400



RIPARIANRESTORATION

ENGINEERING


LANDSCAPE SITEPLAN

LS 101

LANDSCAPE SITE PLAN NOTES

1. LOCATE AND VERIFY ALL UTILITY LINE LOCATIONS PRIOR TO CONSTRUCTIONAND REPORT ANY CONFLICTS TO THE OWNERS REPRESENTATIVE.

2. CONTRACTOR TO LAY OUT HARDSCAPE ELEMENTS AND VERIFY LAYOUT WITHTHE PROJECT MANAGER PRIOR TO CONSTRUCTION.

10'

40.0

'6.

5'

R40

.0'

R10

'

R10'

10'

100'

LANDSCAPE LAYOUT PLAN LEGEND

PROJECT LIMIT LINE




BOULDER BANKLINE

CONCRETE SURFACE


PLAZA SPACE SURFACE

ASPHALT SURFACE

FISHING PIER

Feet

80400



RIPARIANRESTORATION

ENGINEERING


LANDSCAPELAYOUT PLAN

LS 102

ex 4226.85

ex 4226.972

FG 27.5

ex 4228.38

ex 4229.27

ex 4227.66

ex 4228.79

ex 4228.82

ex 4228.51

5%

FG 24.5

1.2%

TC 27.75BC 27.25

FG 26.5

LP 24.5

TW 27.0

TW 27.0

FG 22

FG 27.5

TW 27.0

TW 27.0(INV) 19.12

ex 4228.30FG 27.0

TW 24.5

IC 18.6

TW 24

FG 24

TW 27.0FG 28.0

TW 27.0TW 27.0TW 24

TOP 28

ex 4228.45FG 4230.25

TW 24.5

FG 25.8

8%7%

FG 28.0

FG 28.0

ex 4228.93ex 4229.09

TW 24.5

TW 27.0

BRIDGE FG 4231.0 FG 4231.0

FG 24

FG 22

FG 24

5%

TW 25

ex 4225

FG 26

FG 27

FG 26

FG 26

FG 26FG 24.66FG 26 FG 23.33

FG 25.33FG 26.66

TOP 27.0

FG 28

FG 28.0

ex 4227.0

ex 4227.075

5%

FG 4231.0

ex 4228.35

4%

ex 4228.85

3%

HP 4230.25

ex 4228.20

FG 29.2

3%

3%

1%

FG 30.1

ex DRIVEWAY ACCESS

12%

FG 22

FG 22

FG 4229.0

LANDSCAPE GRADING PLAN LEGEND

PROJECT LIMIT LINE




BOULDER BANKLINE

CONCRETE SURFACE


PLAZA SPACE SURFACE

ASPHALT SURFACE

FISHING PIEREXISTING COUNTOUR

PROPOSED CONTOUR

EXISTING GRADE

PROPOSED GRADE

ex 4229.09

Feet

80400



RIPARIANRESTORATION

ENGINEERING


LANDSCAPEGRADING PLAN

LG 101

LANDSCAPE GRADING PLAN NOTES

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY PUBLIC WORKS STANDARD.

2. FILLS SHALL BE COMPACTED PER APWA STANDARDS.

3. AGGREGATE BASE SHALL BE COMPACTED PER APWA STANDARDS.

4. AREAS TO RECEIVE FILL (I.E. AT RETAINING WALLS) SHALL BE PROPERLYPREPARED AND APPROVED BY THE CITY INSPECTOR AND GEO-TECHNICALENGINEER PRIOR TO PLACING FILL.

5. ELEVATIONS SHOWN ON THE PLANS ARE FINISH GRADES.

LARGE TREES:

POPULUS FREMONTII / FREMONT COTTONWOODACER NUGUNDO / BOX ELDERSALIX AMYGDALOIDES / PEACHLEAF WILLOW

MEDIUM PARK TREES:

BETULA OCCIDENTALIS / WATER BIRCHACER NEGUNDO 'SENSATION' / SENSATION BOXELDER

SMALL PARK TREES:

PRUNUS VIRGINIANA / CHOKECHERRYACER GRANDIDENATUM ' ROCKY MOUNTAIN GLOW'/ BIG TOOTH MAPLE

SHRUBS: 5 GALLON SIZE

CS CORNUS SERICEA / RED-OSIER DOGWOOD

RW ROSA WOODSII / WOODS ROSE / Sd2

SE SALIX EXIGUA / COYOTE WILLOW

AA AMELANCHIER ALNIFOLIA / SERVICEBERRY / Sd1

DF DASIPHORA FRUTICOSA / CINQUEFOIL / Sd2

EN ERICAMERIA NAUSEOSA / RABBITBRUSH / Sd0

MR MAHONIA REPENS / CREEPING MAHONIA / GV1

RT RHUS TRILOBATA / SKUNKBUSH / Sd0

RA RIBES AUREUM / GOLDEN CURRANT /Sd2

SA SYMPHORICARPOS ALBUS / SNOWBERRY /Sd2

BIO-NATIVE SOD

WETLAND SOD: PRE-VEGETATED (NATIVE)COIR EROSION CONTROL MAT. EACH MAT =3.3 FEET WIDE X 16.4 FEET LONG X 4 INCHES THICK.

SHREDDED BARK MULCH (4 INCHES THICK).

PLANT KEY BOTANICAL / COMMON NAME / HYDROZONE



RIPARIANRESTORATION

ENGINEERING


LANDSCAPEPLANTING PLAN

LP 101Feet

80400

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"THE AMERICAN STANDARD FOR NURSERY STOCK", PUBLISHED BY THEAMERICAN ASSOCIATION 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 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.

ROTORY SPRAY

ROOT WATERING SYSTEM

ROTORY SPRAY

FULL CIRCLE BUBBLER

FULLCIRCLEBUBBLER

FULL CIRCLE BUBBLER

FULL CIRCLE BUBBLER

ROTORYSPRAY

FULLCIRCLEBUBBLER

KEY IRRIGATION EQUIPMENT

IRRIGATION POINT OF CONNECTION: TIE INTO EXIST. WATER LINEWITH A 2" MAIN LINE AND ISOLATION VALVE.

2" COMPOUND WATER METER WITH 2" BYPASS INSIDE A CONCRETEMETER BOX. INSTALL PER APWA DETAILS PLAN NO. 505 AND NO. 523.(METER PROVIDED BY CITY)

BACKFLOW PREVENTER: 1.5" WILKINS 825YA BACKFLOW PREVENTERDEVICE WITH LOCKING METAL ENCLOSURE AND CONCRETE PAD.

CONTROLLER: WEATHERTRAK WTPRO3-C-2W48-CWM TWO WIRESYSTEM AND METAL CASE AND PEDESTAL. CONNECT TO 120V POWER.

SCH. 40 IRRIGATION MAINLINE

SCH. 40 LATERAL, SIZE AS NOTED

HYDROMETER: WEATHERTRAK FLOW3 (FLOW SENSOR, MASTERVALVE) 2" SIZE.

ISOLATION VALVE: LEEMCO LMV SERIES, LINE SIZE. IN A CARSON 910VALVE BOX WITH LID.

REMOTE CONTROL VALVE: RAIN BIRD PEB INSIDE A CARSON VALVEBOX WITH LID.

QUICK COUPLER: RAIN BIRD 44LRC INSIDE A CARSON 910 VALVE BOXW/ LID.

ROTORY SPRAY HEAD: RAIN BIRD 1800-SAM-PRS-12-R-VAN-1318, 12"POP-UP ROTORY NOZZLE, 13'-18' RADIUS RANGE (FULL @ 50 PSI: 18'RAD. 2.07 GPM) (HALF @ 50 PSI: 18' RAD. 1.03 GPM)

PRESSURE COMPENSATING FULL-CIRCLE BUBBLER: RAINBIRD 18061404 NOZZLE (1 GPM)

ROOT WATERING SYSTEM: RAINBIRD RWSBC1402 - 36" TUBE, 0.5 GPMBUBBLER & CHECK VALVE, 4" GRATE. TWO PER TREE.

MANUAL DRAIN VALVE



RIPARIANRESTORATION

ENGINEERING


LANDSCAPEIRRIGATION PLAN

LI 101

Feet

80400

IRRIGATION PLAN NOTES

1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESECONTRACT DOCUMENTS AND THE MOST RECENT EDITIONS OF THE FOLLOWING:THE INTERNATIONAL PLUMBING CODE, UTAH DRINKING WATER REGULATIONS,APWA MANUAL OF STANDARD PLANS AND SPECIFICATIONS, AND SLC PUBLICUTILITIES MODIFICATIONS TO APWA STANDARD PLANS AND APPROVEDMATERIALS AND SLC PUBLIC UTILITIES APWA SPECIFICATIONS MODIFICATIONS.THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL OF THE ABOVE-MENTIONEDDOCUMENTS UNLESS OTHERWISE NOTED AND APPROVED IN WRITING BY THESALT LAKE CITY DIRECTOR OF PUBLIC UTILITIES.

2. CONTRACTOR MUST OBTAIN ALL THE NECESSARY PERMITS AND AGREEMENTSAND PAY ALL APPLICABLE FEES PRIOR TO ANY CONSTRUCTION ACTIVITIES.CONTACT SALT LAKE CITY ENGINEERING (535-6248) FOR PERMITS ANDINSPECTIONS REQUIRED FOR ANY WORK CONDUCTED WITHIN SALT LAKE CITY'SPUBLIC RIGHT-OF-WAY. APPLICABLE UTILITY PERMITS MAY INCLUDE MAINLINEEXTENSION AGREEMENTS AND SERVICE CONNECTION PERMITS. ALL UTILITYWORK MUST BE BONDED. ALL CONTRACTORS MUST BE LICENSED TO WORK ONCITY UTILITY MAINS.

3. WATER SERVICE CONSTRUCTION REQUIREMENTS -

SLC PUBLIC UTILITIES MUST APPROVE ALL WATER SERVICE CONNECTIONS. AMINIMUM 3-FOOT SEPARATION IS REQUIRED BETWEEN ALL WATER AND FIRESERVICE TAPS INTO THE MAIN. ALL CONNECTIONS MUST BE MADE MEETING SLCPUBLIC UTILITIES REQUIREMENTS. A 5-FOOT MINIMUM BURY DEPTH (FINALGRADE TO TOP OF PIPE) IS REQUIRED ON ALL WATER/FIRE LINES UNLESSOTHERWISE APPROVED BY PUBLIC UTILITIES. WATER LINE THRUST BLOCK ANDRESTRAINTS ARE AS PER SLC APPROVED DETAIL DRAWINGS ANDSPECIFICATIONS. ALL EXPOSED NUTS AND BOLTS WILL BE COATED WITHCHEVRON FM1 GREASE PLUS MINIMUM 8 MIL THICKNESS PLASTIC. PROVIDESTAINLESS STEEL NUTS, BOLTS AND WASHERS FOR HIGH GROUNDWATER/SATURATED CONDITIONS AT FLANGE FITTINGS, ETC.

4. ALL WATERLINES INSTALLATIONS AND TESTING TO BE IN ACCORDANCE WITHAWWA SECTIONS C600, C601, C651, C206, C200, C900, C303 AWWA MANUAL M11AND ALL OTHER APPLICABLE AWWA, UPWS, ASTM AND ANSI SPECIFICATIONSRELEVANT TO THE INSTALLATION AND COMPLETION OF THE PROJECT.AMENDMENT TO SECTION C600 SECTION 4.1.1; DOCUMENT TO READ MINIMUMTEST PRESSURE SHALL NOT BE LESS THAN 200 P.S.I. GAUGED TO A HIGH POINTOF THE PIPELINE BEING TESTED. ALL MATERIALS USED FOR WATERWORKSPROJECTS TO BE RATED FOR 150 P.S.I. MINIMUM OPERATING PRESSURE.

5. CONTRACTOR IS TO INSTALL WATER SERVICE LINES, METER YOKES AND/ORASSEMBLIES AND METER BOXS WITH LIDS LOCATED AS APPROVED ON THEPLANS PER APPLICABLE PUBLIC UTILITIES DETAIL DRAWINGS. METER BOXESARE TO BE PLACED IN THE PARK STRIPS PERPENDICULAR TO THE WATERMAINSERVICE TAP CONNECTION. ALL WATER METERS, CATCH BASINS, CLEANOUTBOXES, MANHOLES, DOUBLE CHECK VALVE DETECTOR ASSEMBLIES, REDUCEDPRESSURE DETECTOR ASSEMBLIES AND BACKFLOW PREVENTION DEVICESMUST BE LOCATED OUTSIDE OF ALL APPROACHES, DRIVEWAYS, PEDESTRIANWALKWAYS AND OTHER TRAVELED WAYS UNLESS OTHERWISE APPROVED ONPLANS.

6. BACKFLOW PREVENTORS ARE REQUIRED ON ALL IRRIGATION TAPS PER PUBLICUTILITIES REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TOPERFORM BACKFLOW PREVENTION TESTS PER SALT LAKE CITY STANDARDSAND SUBMIT RESULTS TO PUBLIC UTILITIES. ALL TESTS MUST BE PERFORMEDAND SUBMITTED TO PUBLIC UTILITIES WITHIN 10 DAYS OF INSTALLATION ORWATER TURN-ON. BACKFLOW TEST FORMS ARE AVAILABLE AT PUBLIC UTILITIES'CONTRACTS AND AGREEMENTS OFFICE.

7. CONTRACTOR SHALL NOT ALLOW ANY GROUNDWATER OR DEBRIS TO ENTERTHE NEW OR EXISTING PIPE DURING CONSTRUCTION. UTILITY TRENCHING,BACKFILL, AND PIPE ZONE AS PER SLC PUBLIC UTILITIES, “UTILITY INSTALLATIONDETAIL.”

8. THE IRRIGATION SYSTEM IS DESIGNED FOR MAXIMUM OF 51 GALLONS PERMINUTE AT 75 PSI STATIC MIN. VERIFY THE AVAILABLE WATER PRESSURE OF 110PSI AT THE P.O.C. PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCEBETWEEN THE WATER PRESSURE SHOWN ON THE PLANS AND THE ACTUALPRESSURE READING AT THE P.O.C. TO THE LANDSCAPE ARCHITECT IN WRITING.

9. SLEEVE ALL PIPE UNDER PAVING OR TRAILS ETC. WITH SCH. 40 PVC PIPE THAT IS2X DIA. OF PIPE TO BE SLEEVED.

10. IRRIGATION SYSTEM IS INTENDED FOR USE DURING PLANT ESTABLISHMENTPERIOD AND DROUGHT CONDITIONS.

421942204221422242234224422542264227422842294230

SCALE:

XS1 CROSS SECTION1"=8'-0"

SCALE:


421942204221422242234224422542264227422842294230

421942204221422242234224422542264227422842294230

421942204221422242234224422542264227422842294230

EXISTING CONCRETE BOX CULVERT TO BE REMOVED

EXISTING RCP CULVERT TO BE REMOVED

PRO

PER

TY L

INE

42144215421642174218

WATER ELEVATION KEY

ANNUAL AVERAGE FLOW ELEVATION 4,222.8

MINIUMUM DRY YEAR FLOW ELEVATION 4,220.6

IRRIGATION SEASON FLOW ELEVATION 4,222.5

2-YEAR EVENT FLOW ELEVATION 4,224.9



42144215421642174218

PRO

PER

TY L

INE

42144215421642174218

4216

4218

42144215

4217

RETAINING WALLS, SEE SHEET S 300

CDT505

BOULDER BANKLINE

EXISTING GRADE

PROPOSED GRADE

DDT505


ADT505

DECORATIVE METAL RAILING

EXISTING GRADE

PROPOSED GRADE

FDT501

CONCRETE PAVING

FDT501

CONCRETE PAVINGE

DT501LIMESTONE CRUSHER FINES SURFACE

FLOODPLAIN SHELF

FLOODPLAIN SHELF

EXISTING CONCRETE BOX CULVERT TO BE REMOVEDEXISTING RCP CULVERT TO BE REMOVED


EDT501


ADT505


CDT505

BOULDER BANKLINE

THREE CREEKS DELTA

THREE CREEKS DELTA LANDSCAPESECTIONS

SC 301



RIPARIANRESTORATION

ENGINEERING


Feet0 8 16

SCALE:


SCALE:


421942204221422242234224422542264227422842294230

421942204221422242234224422542264227422842294230

421942204221422242234224422542264227422842294230

421942204221422242234224422542264227422842294230

EXISTING CONCRETE BOX CULVERT TO BE REMOVED

EXISTING RCP CULVERT TO BE REMOVED

WATER ELEVATION KEY







PRO

PER

TY L

INE

42144215421642174218

42144215421642174218

42144215421642174218

42144215421642174218


DDT505

BIO-ENGINEERED BANKLINEA

DT508PLAZA SPACE

BDT505

DECORATIVE METAL FENCEFDT501

CONCRETE PAVING

ADT505


CDT505

BOULDER BANKLINE

EXISTING GRADE

PROPOSED GRADE

PRO

PER

TY L

INE


DDT505

BOULDER BANKLINE

EDT501

LIMESTONE CRUSHER FINES SURFACEF

DT501CONCRETE PAVING

FLOODPLAIN SHELF

ADT505


EDT501


THREECREEKSDELTA

THREE CREEKS DELTA

ADT511

TREE PLANTING @ PLAZA



RIPARIANRESTORATION

ENGINEERING


LANDSCAPESECTIONS

SC 302Feet

0 8 16

SCALE:


SCALE:


DDT505


ADT505


CDT505

BOULDER BANKLINE

BDT505


421942204221422242234224422542264227422842294230

421942204221422242234224422542264227422842294230

421942204221422242234224422542264227422842294230

PRO

PER

TY L

INE

42144215421642174218

42144215421642174218

42144215421642174218

WATER ELEVATION KEY







421942204221422242234224422542264227422842294230

42144215421642174218

DDT505


BDT505


EDT501


CDT505

BOULDER BANKLINE

ADT510

FISHING PIER

FLOODPLAIN SHELF

EDT501


THREE CREEKS DELTA

THREE CREEKS DELTA



RIPARIANRESTORATION

ENGINEERING


LANDSCAPESECTIONS

SC 303Feet

0 8 16

SCALE:


SCALE:


421942204221422242234224422542264227422842294230

CDT505

BOULDER BANKLINE

EDT501


EDT501


PRO

PER

TY L

INE

421942204221422242234224422542264227422842294230

BDT505


PRO

PER

TY L

INE

CDT05

BOULDER BANKLINE

EDT501


EDT501


42144215421642174218

42144215421642174218

WATER ELEVATION KEY







421942204221422242234224422542264227422842294230

42144215421642174218

421942204221422242234224422542264227422842294230

42144215421642174218

JORDAN RIVER

JORDAN RIVER

BDT505




RIPARIANRESTORATION

ENGINEERING


LANDSCAPESECTIONS

SC 304Feet

0 8 16

DISTURBED NATIVE SOIL OR BACKFILLSHALL BE COMPACTED 95% MIN.

1% MIN. SLOPE

6" THICKLIMESTONE CRUSHER FINES,

WIDTH VARIESINSTALL IN 3 INCH THICK COMPACTED LIFTS

LIMESTONE CRUSHER FINES NOTES:

1. THE CONTRACTOR SHALL FURNISH AND DELIVER LIMESTONECRUSHER FINES CONSISTING OF IRREGULAR AND ANGULARPARTICLES. NO ROUNDED MATERIAL IS ACCEPTABLE. THELIMESTONE CRUSHER FINES SHALL MEET THE FOLLOWINGGRADATION SPECIFICATION:

SIEVE SIZE PERCENT PASSING

3/8 INCH (9.52 MM) 100%NO. 4 (4.76 MM) 75 TO 92%NO. 8 (2.38 MM) 50 TO 72%NO. 16 (1.20 MM) 38 TO 55%NO. 40 (0.42 MM) 20 TO 40%NO. 100 (0.149 MM) 10 TO 22%NO. 200 (0.074 MM) 8 TO 15%

CONCRETE PAVING 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 50' O.C. AND AT INTERSECTIONS WITH OTHER

WALKS, CURBS, OR WALLS.

SECTION VIEW

6" THICK CONCRETE.1% MIN. SLOPE

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

SECTION VIEW

WIDTH VARIES

TEMPORARY STRAW WATTLE NOTES:

1. TRENCH IN STRAW WATTLES TO PREVENT FLOWS FROM GOINGUNDER THEM. PLACE SOIL FROM EXCAVATING THE WATTLETRENCH ON THE UPHILL SIDE OF THE TRENCH.

2. INSTALL WATTLES PERPENDICULAR TO FLOWS AND PARALLEL TOSLOPE CONTOURS.

3. STAKE THE WATTLES AT EACH END AND MAXIMUM 4'-0" O.C.4. USE CERTIFIED WEED FREE / SEED FREE STRAW.5. REMOVE STRAW WATTLE BARRIERS WHEN THEY HAVE SERVED

THEIR USEFULNESS, BUT NOT BEFORE THE UP-SLOPE AREASHAVE BEEN PERMANENTLY STABILIZED.

EXISTING GRADE

SOIL FROM WATTLE TRENCH

SCALE:

TEMPORARY STRAW WATTLEN.T.S.B SCALE:

TEMPORARY ENVIRONMENTAL FENCEN.T.S.C

24" LONG WOOD STAKEAT MAXIMUM 4'-0" O.C.

8" -10" DIA. STRAWWATTLE

6'-0" STEEL TEE POST, 16'-0" O.C. MAX.

ORANGE PLASTIC MESH FENCEATTACHED TO POST SUFFICIENTTO SUPPORT FENCE

SCALE:

TEMPORARY STABILIZED CONSTRUCTION ENTRANCEN.T.S.A

2" to 4" COURSEAGGREGATE 8" THICKMIN. WITH SEDIMENTFABRIC UNDERNEATH

TEMPORARY CONSTRUCTION ENTRANCE / WASH AREA NOTES:

1. MOW EXISTING VEGETATION AS NECESSARY BEFORE INSTALLING DRAINAGE FABRICAND/OR GRAVEL.

2. COMPACT SUBGRADE.3. INSPECT DAILY FOR LOSS OF COBBLE OR SEDIMENT BUILDUP.4. PREVENT CONSTRUCTION SITE DIRT, MUD, AND ROCKS FROM BEING TRACKED ONTO

ADJACENT ROADS.5. REPAIR ENTRANCE AND REPLACE COBBLE AS REQUIRED TO MAINTAIN CONTROL IN

GOOD WORKING CONDITION.6. EXPAND STABILIZED AREA AS REQUIRED TO ACCOMMODATE TRAFFIC AND TO

PREVENT EROSION AT DRIVEWAY.

PAVED ROAD

15' MIN.

25' RADIUS MIN 50' M

IN.

PLAN VIEW

SCALE:

LIMESTONE CRUSHER FINES SURFACE1"=4'-0" SCALE:

CONCRETE PAVING1"=4'-0"FE

10' WIDE ASPHALT TRAIL NOTES:

1. SLOPE ASPHALT SURFACE 2%. GIVE HIGHER ELEVATION TOSUPERELEVATION OUTSIDE RADIUS WHER APPLICABLE.

SECTION VIEW

SCALE:

10' WIDE ASPHALT TRAIL1"=4'-0"D

ASPHALT PAVEMENT, 3" THICKPG64-22 DM1/2

10' WIDE

2'SHOULDER

TYP.6:1 MAX


TIE INTO EXISTING GRADEAT 3:1 MAX. SLOPE

DISTURBED NATIVE SOIL OR BACKFILLSHALL BE COMPACTED 95% MIN.

6:13:1 3:1

6:1


2'SHOULDER

TYP.6:1 MAX

6:1 6:1



RIPARIANRESTORATION

ENGINEERING


LANDSCAPE SITEDETAILS

DT 501

7" UNTREATEDBASE COURSE

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% RELATIVE DENSITY.

2. ASPHALT CONCRETE SHALL BE AC-20-DM-3/4 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.

EXPANSION JOINT: 12 INCH THICK

PREFORMED EXPANSION JOINT FILLERF1 - BITUMINOUS MASTIC

40'- 0" MIN. TO 60'-0" MAX. SPACING

CONTRACTION JOINTS MADE BY INSERTING1

8" THICK IRON PLATES TO A DEPTH OF 3"AT 10'-0" TO 12'-0" INTERVALS

SCALE:

ASPHALT PAVING - AT MAINTENANCE ACCESS1"=4'-0"C

SCALE:

CONCRETE CURB AND GUTTER1"=1'-0"A

6"3"

8"

30"

9"

14" R

1" R

TYPE C CONCRETE CURB AND GUTTER SECTION VIEW

SCALE:

CONCRETE CURB AND GUTTER JOINT DETAIL1"=4'-0"B

PLAN VIEW

FLOW LINE

SCALE:

REMOVABLE BOLLARD - FOLD DOWN MOUNT1"=4'-0"D

REMOVABLE BOLLARD NOTES:

1. REMOVABLE BOLLARDS TO BE MODEL NO. R-8902 FROM RELIANCE FOUNDRY CO. LTD.UNIT 207, 6450-148 STREET SURREY, BC V3S 7G7, TOLL FREE: 1-877-789-3245(www.reliance-foundry.com) OR EQUAL.

2. COLOR TO BE BLACK TEXTURED WITH YELLOW REFLECTIVE STRIPE .3. PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR TO FABRICATION.

ELEVATION

.16" THICK

3" ASPHALT CONCRETE

SECTION VIEW

12" UNTREATED BASE COURSE

PREPARED SUBGRADE

17' BOC TO BOC

12' ASPHALT PAVING

SECTION

4' 4' 4'

8"4"

1"

6"

12"

6"

7" 23"

2'-0"

6"

4" UNTREATEDBASE COURSE

TYPE C CONCRETE CURB AND GUTTER SECTION VIEW

CDT502

ASPHALT PAVINGD

DT502REMOVABLE BOLLARDA

DT502CONCRETE CURB AND GUTTERTYPE C



RIPARIANRESTORATION

ENGINEERING



DT 502

PEDESTRIAN ACCESS RAMP NOTES:

1. DETECTABLE WARNING SURFACE: PAVER WITH TRUNKATED DOME UNITS. PROVIDE ACOLOR SAMPL THAT CONTRASTS WITH ADJACENT WALKING SURFACE FOR APPROVALBY OWNER.

2. GRIND OFF REMAINING PORTION OF ANY CUT DOMES WHEN DETECTABLE WARNINGSURFACE IS CUT. SEAL ALL CUT PANEL EDGES TO PREVENT WATER DAMAGE.

SECTION B-B

RAMPSIDEWALK

4' EXISTINGPARKSTRIP

4' 2' DETECTABLE WARNING SURFACE

NO LIP AT CURB LINE

8.33% MAXROAD SURFACE

SCALE:

MID BLOCK PEDESTRIAN ACCESS RAMP1"=4'-0"A

EXISTING GUTTER,RETAIN AND PROTECT

SECTION B-B

RAMP

4' MIN.2'

DETECTABLE WARNING SURFACE

NO LIP AT CURB LINE

8.33% MAXROAD SURFACE

SCALE:

CORNER PEDESTRIAN ACCESS RAMP1"=4'-0"B

EXISTING GUTTER,RETAIN AND PROTECT

DETECTABLE WARNING SURFACEINSTALL PER APWA PLAN 235.2

EXISTINGSIDEWALK

REPLACE ASNEEDED

EXISTINGSIDEWALK

PLAN VIEW

B

B

SAW CUT EXISTING CURBINSTALL PER APWA PLAN 236.1

BLENDED TRANSITION REMOVE EXISTWARNING SURFACE

REMOVE EXISTING TURF ASNEED FOR NEW CONCRETE

EXISTING

CU

RB & G

UTTER

SAW CUT EXISTING CURBINSTALL PER APWA PLAN 236.1

10'

10'

6" THICK CONCRETE.


6" THICK CONCRETE.


REMOVE EXISTING RAMP

ADT504

RRFB PEDESTRIAN CROSSWALK SYSTEM

ADT504

RRFB PEDESTRIAN CROSSWALK SYSTEM



RIPARIANRESTORATION

ENGINEERING



DT 503

BENCH NOTES:

1. BENCH IS TO BE VICTOR STANLEY MODEL NO. CR-10 CLASSIC SERIES, 6FOOT, BLACK WITH INTERMEDIATE ARM REST, OR EQUAL.

2. ALL FABRICATED METAL COMPONENTS ARE POWDER-COATED STEEL.3. CONTRACTOR TO FURNISH ANCHOR BOLTS.

INTERMEDIATE ARMREST(BOLT-ON)

3/8" ANCHOR BOLTS. BOLT TOCANTILEVERED PIER SURFACE

FRONT VIEW SIDE VIEW ISOMETRIC VIEW

6'

28.7

5"

23.4"

INTERMEDIATE ARMREST(BOLT-ON)

STAINLESS STEELBASE PLATE WITH (4)POST INSTALLED BOLTS

FINISH GRADE

CONCRETE PAVING

SCALE:

BENCHN.T.S.C SCALE:

BIKE RACK: INVERTED "U" (2 BIKE CAPACITY)N.T.S.D

(RRFB) RECTANGULAR RAPID FLASHING BEACON NOTES:

1. RECTANGULAR RAPID FLASH BEACON WITH SOLAR ASSISTED BATTERYPOWERED SYSTEM AND PUSH BUTTON SYSTEM SHALL BE XAV2-LED BYTAPCO TRAFFIC AND PARKING CONTROL CO. INC. OR EQUAL.

2. MOUNT SIGN DIRECTLY TO POST OR USE AN APPROVED MOUNTING CLAMP.

BIKE RACK NOTES:

1. BIKE RACK TO BE MODEL NO. R-8238 FROM RELIANCE FOUNDRY CO. LTD. UNIT 207,6450-148 STREET SURREY, BC V3S 7G7, TOLL FREE: 1-877-789-3245(www.reliance-foundry.com) OR EQUAL.

2. COLOR TO BE BLACK TEXTURED STRIPE .3. PROVIDE SHOP DRAWINGS FOR OWNER REVIEW PRIOR TO FABRICATION.

SCALE:

RRFB (RECTANGULAR RAPID FLASHING BEACON) PEDESTRIAN CROSSWALK SYSTEM1"=4'-0"A

2" X 2" SQUARE GALVANIZED STEEL POSTW/ 7/16" DIA. HOLES ON 1" CENTERS.

FASTEN POST TO POST ANCHOR AND ANCHORSLEEVE USING 5/16 INCH CORNER BOLT

TWO PIECE BREAKAWAY ANCHOR

FINISH GRADE2"1'

3'

6' M

IN.

2' MIN.

SCALE:

NO PARKING SIGNS1"=4'-0"B

2" X 2" SQUARE GALVANIZEDSTEEL POST W/ 7/16" DIA.HOLES ON 1" CENTERS.

FASTEN POST TO POST ANCHORAND ANCHOR SLEEVE USING5/16 INCH CORNER BOLT

TWO PIECE BREAKAWAY ANCHOR

FINISH GRADE2"1'

3'

R7-1 NO PARKING / RIGHT ARROW /LEFT ARROW

7' M

IN.

2' MIN.

NO PARKING SIGN NOTES:

1. MOUNT SIGN DIRECTLY TO POST OR USE AN APPROVEDMOUNTING CLAMP.

3'-6

"

TOP-OF-POLE SELF CONTAINED20 WATT SOLAR PANEL

(2) RECTANGULAR RAPIDFLASHING BEACON (RRFB)BACK TO BACK

(2) W11-2 PEDESTRIAN SIGNBACK TO BACK

(2) W16-7P L/R SIGNBACK TO BACK

PUSH BUTTON INSTRUCTIONAL SIGN, PUSH BUTTONWITH VOICE MESSAGE AND THREE YELLOW LEDs FORVISUAL ACTIVATION CONFIRMATION.



RIPARIANRESTORATION

ENGINEERING



DT 504

33 4"

8' O.C.

3.5'

2' M

IN.

DEP

TH

11 2"3 4"

234"

TYPICAL

1.5" SQUARE X 14 GAUGE RAIL

3" SQUARE X 12 GAUGE POST0.75" SQUARE X 17 GAUGE PICKETSWRAP AROUND BRACKET

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 GALVANIZED WITHNO-MAR BLACK POWDER FINISH COAT.

WATER SURFACE SHOWN AT ≈4222.8

SCALE:

BIO-ENGINEERED BANKLINE1"=4'-0"D

BIO-ENGINEERED BANKLINE - COIRFIBER BLOCK SYSTEM

LIFT OF COMPACTED SOIL

COIR FIBER BLOCK TERRACES (SEE DETAIL SHEETDT 506)

WOVEN COIR MAT

SCALE:

DECORATIVE METAL RAILING1"=4'-0"A

RETAINING WALL (SEE STRUCTURALSHEET S 300)

CORE DRILL HOLE FOR POST. USEQUICK DRYING GROUT FILL.

CHANNEL BOTTOM

BOULDER BANKLINE NOTES:

1. SET ROCKS SO THEY SIT SECURELY AND ARE FITTED TOGETHER.

SEED AND PLANTS

GRAVEL FILTER LAYER

SCALE:

DECORATIVE METAL FENCE1"=4'-0"B

SECTION VIEW

SCALE:

BOULDER BANKLINE1"=4'-0"C

WATER SURFACE SHOWN AT ≈4222.8

ROCKS ABOVE CHANNEL: ANGULARBOULDERS 18" TO 30" DIA.

UNDISTURBED OR COMPACTED SUBGRADE

SECTION VIEW

FLOODPLAIN SHELF

FOOTER ROCKS IN CHANNEL:ANGULAR BOULDERS 30" TO 42" DIA.

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

PROPOSED GRADE

GRAVEL FILTER LAYER, 6" THICK (1/2"TO 1-1/2" SIZE) AT ROCKS IN CHANNEL.

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

FOOTER ROCKS IN CHANNEL:ANGULAR BOULDERS 30" TO 42" DIA.

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

UNDISTURBED OR COMPACTED SUBGRADE

AT THREE CREEKS DELTA:ROUNDED STREAM SUBSTRATEROCK - 12 INCH THICK (2" to 6" DIA.)

111 2"

2" N

OM

.6'3'

-4" M

IN.

FOO

TIN

GD

EPTH

6"

4"

8' O.C.1

1.5" SQUARE X 14 GAUGE RAIL

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

WRAP AROUND BRACKET

12"

ELEVATION VIEW ELEVATION VIEW

DECORATIVE METAL FENCE NOTES:

1. DECORATIVE METAL RAILING TO BE AMERISTAR MONTAGECOMMERCIAL CLASSIC 3-RAIL OR EQUAL.

2. ALL FENCING MATERIAL TO BE HOT DIPPED GALVANIZED WITHNO-MAR BLACK POWDER FINISH COAT.

RETAINING WALL (SEE STRUCTURAL SHEET S 300)

CDT505

BOULDER BANKLINE



RIPARIANRESTORATION

ENGINEERING



DT 505

1.5'

MIN2'

2' ±

8'

3' ± O.C.

2' ±

O.C

.

3'

3"

2.5' 2.5'

HANDLE, TYP

3/4 INCH PLYWOOD BOLTEDTO 2 X 4 STUD

1/4 INCH CARRIAGE BOLT W/NUT AND WASHER, TYP

2 X 4 STUD

WOOD OR METAL STAKES 2 FEET LONG

2 X 4 WOOD OR METAL STAKE 2 FEET LONG WOVEN COIR MAT

OVERLAP WOVEN COIR MATCOIR FIBER BLOCK

1/4 INCH LAG BOLT

2 X 4 STUD

1/4 INCH CARRIAGE BOLTWITH NUT AND WASHER, TYP

3/4 INCH PLYWOODBOLTED TO 2 X4 STUD

SCALE:

COIR FIBER BLOCK STAKING PATTERN1"=4'-0"B

SCALE:

COIR FIBER BLOCK TEMPORARY SHORING FORM1"=4'-0"C

2 X 4 STUD

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

12

12

9" 4'

6.25'

2'

10"

10"

8"8"

8"8"

8"

First lift of uncompacted soil

Second lift of uncompacted soilFirst lift of compacted soil

Second lift of compacted soilFirst lift of compacted soil

Second lift of compacted soilFirst lift of compacted soil

Fourth lift of compacted soilThird lift of compacted soil

Woven coir matSubgrade

Subgrade

4'

Offset

16"

3'

NOTES:

1. CONSTRUCT THE BIOENGINEERED BANK USING COIR FIBER BLOCK WITH ATTACHED COIR FABRIC TOENCAPSULATE THE SOIL INTO FABRIC WRAPPED LAYERS. COIR BLOCK AND FIBER TO BE BioD-Block 16-400AVAILABLE THROUGH ROLANKA INTERNATIONAL, INC. INSTALL ACCORDING TO MANUFACTURER'SSPECIFIAITONS.

2. ANCHOR THE ENDS TO THE TOP AND BOTTOM FABRICS WITH A 2 FOOT LONG WOOD STAKE. STAKE EVERY 30INCHES, ASSURING THAT THE SEAM WHERE THE TWO ENDS OF THE FABRIC STRIP OVERLAP IS ANCHORED.

3. THE COIR FIBER BLOCK WITH ATTACHED COIR FABRIC IS 120 INCHES LONG AND 16 INCHES HIGH WITH A 9INCH WIDTH FIBER BLOCK ON THE END. THE TOP FABRIC LENGTH IS 48 INCHES AND THE BOTTOM FABRICLENGTH IS 75 INCHES. THERE IS A MINIMUM OF 12 INCHES OVERLAP ON TOP FABRIC.

4. OVERLAP MALE AND FEMALE ENDS WITH A MINIMUM OF 6 INCHES TO CREATE CONTINUOUS LONG SECTIONS.

TEMPORARY SHORING FORM

WOVEN COIR MAT

COIR FIBER BLOCKS(16 INCHES HIGH X 9 INCHESTHICK X 10 FEET LONG)

REMOVE TEMPORARY SHORINGFORM, BACKFILL WITH LIGHTLYCOMPACTED SOIL

WRAP WOVEN COIR MATAND DRIVE STAKES

COIR FIBER BLOCKS(16 INCHES HIGH X 9 INCHESTHICK X 10 FEET LONG)

ADDITIONAL LIFTS

First lift of compacted soilSecond lift of compacted soil

SCALE:

CONSTRUCTION SEQUENCE OF COIR FIBER BLOCKN.T.S.A

SECTION VIEW

PLAN VIEW

SECTION VIEW

SIDE VIEW

FRONT VIEW FROM CREEK



RIPARIANRESTORATION

ENGINEERING



DT 506

6"

9"

1/2" RADIUS, TYP.

4" THICK SHREDDED BARK MULCH /ADJACENT SURFACE

FINISH GRADE 1/2" BELOW TOP OFMOWCURB FOR CRUSHER FINESSURFACE, 1-1/2" FOR TURF SOD. #4 BAR CONTINUOUS

12"

SECTION VIEW

ROUNDED STREAM SUBSTRATEROCK - 12 INCH THICK (2" to 6" DIA.)

EXCAVATED CHANNELDELTA WIDTH VARIES

SCALE:

ROCK SUBSTRATE AT DELTAN.T.S.A

EXISTING SUBGRADE

SCALE:

CONCRETE MOWCURB1"=2'-0"C

SCALE:

STORM WATER BASINN.T.S.B

LOOSE COBBLE: 4 INCH TO 6INCH DIA. COBBLE

EROSION CONTROL BLANKETBENEATH LOOSE COBBLE

14' MAX

SECTION VIEW

1.5'

MAX

.

SECTION VIEW

6"

PERMEABLE PAVERS 3-1/8" THICK MIN.WITH NO. 8 STONE JOINTING MATERIALBETWEEN THE PAVERS

FLUSH WITH CONCRETE MOWCURBC

DT507CONCRETE MOWCURB

SUB-BASE EXTENDS BEYONDCURB TO PROVIDE WORKINGPLATFOR M FOR INSTALLATION

BEDDING LAYER - 2" THICKASTM NO. 8 STONE

SUB-BASE LAYER - 6" THICKASTM NO. 2 STONE.

UNDISTURBED SUBGRADE

PERMEABLE PAVING NOTES:

1. PERMEABLE PAVERS TO BE BELGARD AQUA ROC. STANDARD FINISH. SIZE LARGE SQUARE AND4-1/2" X 9. TOSCANA BLEND COLOR. AVAILABLE THROUGH AMCOR PHONE# 801-963-7628.INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATONS.

SCALE:

PERMEABLE PAVING1"=2'-0"D

SECTION VIEW

6" MIN

SUB BASE LAYER - 6" THICKASTM NO. 2 STON. 95% MIN.COMPACTION

BASE LAYER - 4" THICK ASTMNO.57 STONE.



RIPARIANRESTORATION

ENGINEERING



DT 507

SCALE:

PLAZA SPACE PAVING AND LAYOUT1"=4'-0"A

EDT501


CDT507

CONCRETE MOWCURB

15' O.C. 15' O.C.

15'

40' R

DDT507

PERMEABLE PAVING

PLAN VIEW



RIPARIANRESTORATION

ENGINEERING



DT 508

SCALE:

FISHING PIER: PLAN VIEW1"=5'-0"A

10'

135°

10'

10'

5'

135°



RIPARIANRESTORATION

ENGINEERING



DT 509

CONCRETESIDEWALK

MOUNT LEDGER TO ABUTMENT

#4 EPOXY COATED REBAR18" O.C. EACH WAY

GRANULAR BORROW

THICKEN CONCRETE AT ABUTMENT

SLOPE TO PREVENTSTANDING WATER

CONCRETE FOOTING

2" x 12" JOIST ON HANGER

EXISTING GROUND

PROVIDE HELICAL PIERS (TYP)TO MEET STRUCTURAL LOADREQUIREMENTS - DEPTH VARIES

10' O.C. PIER MAX.

3 12" CHAMPHER ON END OF 6" X 6"

10'-0" LONG 6" x 6" RAIL BOLTEDWITH 5/8" x 7" BOLTS, STAGGERSPLICES OR JOINTS

2" x 6" TREATED DOUG FIRDECKING BARK SIDE UP

2" x 4" x 24" WOOD SPACER,5' O.C.

FG =4227+

2'

30" (

MAX

)

10'-0" LONG 6" x 6" RAIL BOLTEDWITH 5/8" x 7" BOLTS, STAGGERSPLICES OR JOINTS

EXISTING GROUND

PROVIDE HELICAL PIERS (TYP)TO MEET STRUCTURAL LOADREQUIREMENTS - DEPTH VARIES

10'-0" LONG (TWO) 2" x 12" BEAM, 10'-0" O.C.

2" x 12" JOIST ON HANGER, 16" O.C.

2" x 6" TREATED DOUG FIRDECKING BARK SIDE UP

SEE HELICAL PIER ATTACHMENT DETAIL

2" x 4" x 24" WOOD SPACER, 5' O.C.

FISHING PIER NOTES:

1. PRE-DRILL HOLES TO PREVENT SPLITTING DURING CONSTRUCTION. ATTACH DECKING USINGGALVANIZED SECURITY SCREWS & HARDWARE. ALL WOODEN MEMBERS SHALL BE BOLTED ORSCREWED TOGETHER. NO NAIL CONNECTIONS.

2. USE ONLY GALVANIZED HARDWARE.

3. THE CONTRACTOR CAN OBTAIN FROM THE CLIENT, A GEOTECHNICAL REPORT INDICATING THE SITESOIL PROPERTIES THAT CAN SUPPORT HELICAL PIER LOADS PRIOR TO BEGINNING CONSTRUCTION.

4. ALL WOOD MEMBERS OR ELEMENTS ARE TO BE PRESSURE TREATED NO. 2 GRADE DOUGLAS-FIR ORLARCH AS PER APWA STANDARDS EXCEPT FOR THE BOARDWALK DECKING WHICH IS TO BE TREATEDDOUGLAS FIR.

5. THE BOARDWALK DESIGN ASSUMES A LIVE LOAD OF 60 PSI PEDESTRIAN AND 150 PSF SNOW AND WINDLOAD.

HELICAL PIER ATTACHMENTNOT TO SCALE

1"4"

3"

6"

2"3"

3"3"

(3) 12 INCH DIA. MACHINEBOLTS, NUTS AND WASHERS

BOLT

0.375" THICK PLATE BENT AS SHOWN

MANUF. STANDARD COLLAR SLEEVE

3' M

IN.

6"

4'3'

1'2'

10' DECKING

10' BEAM

SCALE:

FISHING PIER: SECTION1"=4'-0"A

SCALE:

FISHING PIER: PROFILE1"=4'-0"A

8'-11"

1'-6"



RIPARIANRESTORATION

ENGINEERING



DT 510

4" DEEP WATER BASIN;USE BACKFILL TOPSOILFINISH GRADE

PLACE TOP OF ROOTBALL 1"ABOVE FINISH GRADE

3" MIN. SHREDDEDBARK MULCH

3x ROOT BALL WIDTH

TREE PLANTING NOTES:

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

6" M

IN.

TOPSOIL BACKFILL

COMPACTEDSUBSOIL MOUND ORUNDISTURBED SOIL

FINISHED GRADE

3x ROOT BALL WIDTH

COMPACTEDSUBSOIL MOUND ORUNDISTURBED SOIL

6" M

IN.

4" DEEP WATER BASIN;USE BACKFILL TOPSOIL

TOPSOIL BACKFILL

PLACE TOP OF ROOTBALL1" ABOVE FINISH GRADE

3" MIN. SHREDDEDBARK MULCH

SCALE:

TREE PLANTING DETAILN.T.S.B

SCALE:

SHRUB PLANTING DETAILN.T.S.B

SCALE:

TREE PLANTING AT PLAZA DETAILN.T.S.A

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

COMPACTEDSUBSOIL MOUND ORUNDISTURBED SOIL TOPSOIL BACKFILL

PLACE TOP OF ROOTBALL1" ABOVE FINISH GRADE

TREE PLANTING NOTES:

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

ROOT BARRIER

EDT501


ADT509

CONCRETE MOWCURB



RIPARIANRESTORATION

ENGINEERING


LANDSCAPEPLANTINGDETAILS

DT 511

IRRIGATION CONTROLLER: WEATHERTRAKWTPRO3-C-2W48-CWM TWO WIRE CONTROLLER.(INSTALL PER MANUFACTURER'S SPECS)

POWER CONDUIT: SIZE, TYPE AND DEPTH PERLOCAL CODEGROUND WIRE CONDUIT: GROUND PER ASICGUIDELINESPEDESTAL BASE: 6" CONCRETE SLAB W/ 6"GRAVEL BASE. EXTEND 12" BEYOND PEDESTAL.

SCH 40 PVC CONDUITFOR CONTROL WIRES

FINISH GRADE

IRRIGATION CONTROLLER NOTES:

1. GROUND THE CONTROLLER USING AN EIGHT FOOT GROUNDING ROD ANDGROUNDING PLATE AS PER DETAIL. GROUND RESISTANCE AT THECONTROLLER SHALL BE 10 OHMS OR LESS. GROUNDING TEST SHALL BEPROVIDED BY THE MANUFACTURER/SUPPLIER.

2. TIE GROUNDING FROM UTILITY TO GROUNDING FROM IRRIGATION UTILITYTO BE NEC COMPLIANT.

3. ORIENTATION OF ENCLOSURE TO BE APPROVED BY OWNER PRIOR TOPLACEMENT.

4. IF THE WEATHERTRAK CONTROLLER HAS A WEB SIGNAL OF LESS THANTEN, CONTRACTOR SHALL PROVIDE AND INSTALL AN EXTERNALLYMOUNTED ANTENNA (WT-ANT-YAGI).

5. ALL TWO-WIRE SPLICES SHALL BE COMPLETED WITH 3M DBR/Y OR EQUAL.LEAVE AT LEAST FOUR FEET OF COILED WIRE IN EACH VALVE BOX ENTRYAND EXIT AND AT THE CONTROLLER.

6. INSTALL WEATHERTRAK STATION DECODERS (WT2W-SVD-11P) AT EACHVALVE.

7. PROVIDE SEPARATE WIRING FOR THE MASTER VALVE AND FLOW SENSOR.INSTALL PE39/89 FOR THE FLOW SENSOR AND 14 GAUGE WIRE (PAIGEELECTRIC P7389D) FOR THE MASTER VALVE. WIRE MASTER VALVE ANDFLOW SENSOR DIRECTLY TO THE CONTROLLER WITHOUT DECODERS.

8. INSTALL WEATHERTRAK SURGE PROTECTORS (WT2W-LSP) ALONG THETWO-WIRE PATH 500 FEET O.C. OR EVERY FIVE VALVES WHICHEVER ISLESS. GROUND THE TWO-WIRE PATH USING AND EIGHT FOOT GROUNDINGROD PLACED IN A TEN-INCH ROUND VALVE BOX. CONNECT THE GROUNDWIRE TO THE GROUNDING ROD WITH AND EXOTHERMIC WELD.

SCALE:

WEATHERTRAK CONTROLLER INSIDE A STRONGBOX ENCLOSUREN.T.S.A

SCALE:

REDUCED PRESSURE BACKFLOW PREVENTERN.T.S.B

DIRECTION OF FLOW

3" SIZE STOP & WASTE VALVE.BELOW FROST LINE

3" SCH. 80 PVC MAINLINE FROMWATER METER. BELOW FROST LINE.

GALV. SPOOL FLANGE AS REQ'D, TYP.

LOCKING METAL HOTBOX BACKFLOW ENCLOSURESIZE TO FIT.

BACKFLOW PREVENTER

PVC SLEEVE, TYP.

ENCLOSURE BASE: 6" CONCRETESLAB W/ 6" GRAVEL BASE. EXTEND12" BEYOND ENCLOSURE ALL SIDES.

FINISH GRADE

QUICK COUPLER

3" SCH. 40 PVC MAINLINE TO IRRIGATIONVALVES. BELOW FROST LINE.

BACKFLOW PREVENTER NOTES:

1. USE 3M DBR/Y CONNECTORS (OR APPROVED EQUAL) INSIDE ENCLOSUREFOR ALL WIRE CONNECTIONS.

2. ALL COMPONENTS REQUIRED FOR THE COMPLETE VALVE AND THE FLOWSENSOR SHALL BE INSTALLED AS PER MANUFACTURER'SRECOMMENDATION. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTINGTHE BACKFLOW ASSEMBLY UNTIL CERTIFICATION IS PASSED. SUBMITCERTIFICATION SHEETS TO OWNER.

CONTROLLER ENCLOSURE: STRONG BOXCSP-A107-10K.

EXTERNAL ANTENNA AS REQUIRED.

1" PVC CONDUIT & CONDUIT SWEEP FOR FLOWSENSOR WIRING AND MASTER VALVE WIRING

AG2401C3 SURGE PROTECTOR . (INSTALL PERMANUFACTURER'S SPECS)



RIPARIANRESTORATION

ENGINEERING


LANDSCAPEIRRIGATION

DETAILS

DT 512

4"

FINISH GRADE 10" ROUND CARSON VALVE BOXWITH BOLT DOWN "T" TYPE LID

FILL BOX WITH 34" MINUS

WASHED GRAVEL

PVC MAINLINE AS PER PLAN

12" MIN. GRAVEL LAYERUNDER ENTIRE VALVE BOX

6" CLASS 200 PVC,LENGTH AS REQUIRED

SCALE:

IRRIGATION PIPE TRENCHINGN.T.S.C

SCALE:

ISOLATION VALVEN.T.S.B

WEATHERTRAK HYDROMETER NOTES:

1. NO STRAIGHT PIPE UPSTREAM AND DOWNSTREAM OFHYDROMETER IS REQUIRED.

2. THE INSTALLATION OF AN ISOLATION VALVE UPSTREAMOF THE HYDROMETER IS RECOMMENDED.

18"

WIDTH ASREQUIRED

SCH 80 PVC PIPE. 2 X DIAMETER OF PIPE TO BE SLEEVED.

PRESSURE MAIN WATER SUPPLY LINE /NON-PRESSURE LATERAL LINE.

CONTROL WIRES 6" TO EITHER SIDE OR6" UNDER MAINLINE; INSIDE CONDUIT.

EXISTING CONCRETE / ASPHALT

SAWCUT & PATCH CONCRETE / ASPHALTAS REQUIRED. MATCH PAVEMENTTHICKNESS. COMPACT BACKFILL TO 95%MODIFIED PROCTOR.

2" M

IN.

18" O

RAS

REQ

UIR

ED COMPACTED BACKFILL FREE FROM ROCKSGREATER THAN 1" IN DIAMETER.

EXTRA IRRIGATION PIPE SLEEVE. (SAME SIZE AND TYPE).2" M

IN.

12"

18"

6" MIN. ADJACENT HARD SURFACE

TOPSOIL FREE FROM ROCKS GREATER THAN1" DIAMETER

NON-PRESSURE LATERAL LINE

DIRECT BURIAL, LOW VOLTAGE CONTROLWIRES; TAPE AND BUNDLE AT 10' O.C.PLACE ON EITHER SIDE OF PIPE OR ONTOP OF PIPE.

6" MIN. DEEP SAND OR ROCK FREE TOPSOIL.

PRESSURE MAIN WATER SUPPLY LINE

BACKFILL

SCALE:

IRRIGATION PIPE SLEEVINGN.T.S.D

MAINLINE PIPING

MAINLINE PIPING

1 CU. FT. CONCRETE THRUSTBLOCK. WRAP PIPES WITH 10MIL TAPE.

PLAN VIEW

IRRIGATION PIPE THRUST BLOCK NOTES:

1. INSTALL THRUST BLOCKS ON ALL 3" AND LARGERPRESSURIZED IRRIGATION MAIN LINE PIPE.

2. DO NOT ENCASE CONTROL WIRES IN CONCRETE.3. CONSTRUCT THRUST BLOCKS SO THAT JOINTS AND BOLTS

ARE ACCESSIBLE FOR REPAIRS.

1 CU. FT. CONCRETE THRUSTBLOCK. WRAP PIPES WITH 10 MILTAPE.

SCALE:

IRRIGATION PIPE THRUST BLOCKSN.T.S.E

SCALE:

WEATHERTRAK HYDROMETER (MASTER VALVE / FLOW SENSOR)N.T.S.A

CONCRETE PAVER

BRICK SUPPORT

34" MINUS WASHED GRAVEL

FINISH GRADE 14" X 19" VALVE BOX

WEATHERTRAK FLOW3 HYDROMETER

PVC MIPT ADAPTOR

PVC MAINLINE AS PER PLAN

18"



RIPARIANRESTORATION

ENGINEERING


LANDSCAPEIRRIGATION

DETAILS

DT 513

REMOTE CONTROL VALVE NOTES:

1. IF VALVE SIZE IS 2" OR GREATER INSTALL ONE VALVE PER BOX.2. IF VALVE SIZE IS LESS THAN 2" INSTALL (2) VALVES PER BOX.3. 6" MINIMUM CLEARANCE BETWEEN VALVES.

CARSON JUMBO VALVE BOX WITH "T"TYPE BOLT DOWN COVER

FINISHED GRADECONTROL VALVE AS PER PLAN

CONTROL WIRE TO CONTROLLER(SEE PLAN). CONTRACTOR TO INSTALL ONEADDITIONAL WIRE TO EACH VALVE. PROVIDE2' MIN. WIRE LOOP IN VALVE BOX. USE KINGINNOVATION DRYCONN BLACK/GRAYWATERPROOF CONNECTORS.

ACTION BUTRESS #18011 AND #18012

NOTCH VALVE BOX TO PROVIDE MIN. 1"SPACE AROUND PIPE

MAIN LINE(SEE PLANS)

PVC LATERAL LINE AS PER PLAN

PIPE BELL END

PRESSURE TREATED 4X4 CONT. UNDER BOX

34" MINUS WASHED GRAVEL

ACTION BUTRESS #18010 AND #18011

APOLLO PVC BALL VALVE (SIZE SAME AS LINE)

SCH. 80 THREADED NIPPLE

PVC FITTING TURNED ON ITS SIDE WITH A THREADED OUTLETSAME SIZE AS THE VALVE. USE ALL THREADED SCH. 80 FITTINGSUP TO THE VALVE AS SHOWN.

1" MIN

4" M

IN12

" MAX

PRE-FABRICATED SWING JOINT:RAIN BIRD TSJ-075-PRS.ASSEMBLY MUST SLOPEDOWNWARD TO LATERAL LINEFOR DRAINAGE.

LATERAL LINE(SIZE AS PER PLAN)

FITTING AS REQUIRED

PRESSURE COMPENSATINGFULL CIRCLE UMBRELLABUBBLER: RAIN BIRD 1404

PLASTIC ADAPTER

FINISH GRADE

POP-UP SPRAY SPRINKLER:RAIN BIRD 1804

SCALE:

ROOT BUBBLER AT TREE PLANTINGN.T.S.E

SCALE:

QUICK COUPLERN.T.S.B

SCALE:

BUBBLER ON POP-UPN.T.S.C

SCALE:

12 INCH POP-UP ROTORY SPRAY SPRINKLERN.T.S.F

SCALE:

REMOTE CONTROL VALVEN.T.S.A

MANUAL DRAIN VALVE NOTES:

1. ALL PVC NIPPLES TO BE SCH. 80.2. PROVIDE VALVE KEY TO OWNER. 10" ROUND VALVE BOX

WITH LOCK BOLT

3/4" BRASS BALL VALVE

3/4" STREET ELBOW

CLEAN GRAVEL SUMP -18" x 18" x 12" MIN. SIZE

FINISH GRADE

PVC SCH. 80 TEEAND MAIN LINE

3/4" PVC SCH. 80 ELBOW

3/4" PVC SCH. 80 NIPPLE(LENGTH AS REQUIRED)

PVC MAINLINE PIPE

PVC SCH 80 NIPPLE(LENGTH AS REQUIRED)

FILL BOX WITH 3/4" WASHED GRAVEL. 3"MIN. LAYER UNDER ENTIRE VALVE BOX

QUICK-COUPLING VALVE

QUICK COUPLER NOTES:

1. INSTALL ONE QUICK COUPLER AT EACH VALVE MANIFOLD CLUSTER GREATERTHAN 100 FEET APART.

2. INSTALL ONE QUICK COUPLER IMMEDIATELY DOWN LINE OF THE BACKFLOWPREVENTION DEVICE FOR WINTERIZATION PURPOSES.

10" ROUND VALVE BOX WITH LOCK BOLT

18"

2"

SWING JOINT ASSEMBLY WITH(2) SCH. 80 STABILIZER ELBOW

(2) #4 REBAR 18" LONG. ATTATCH TO QUICKCOUPLER WITH 2 STAINLESS STEEL WORMGEAR CLAMPS

FINISH GRADE

4"

SCALE:

MANUAL DRAIN VALVEN.T.S.D

LIMESTONECRUSHER FINESSURFACE

4-INCH BASKET WEAVE CANISTER(INCLUDED). FILL WITH PEA GRAVEL.LATERAL PIPE

ROOT WATERING SYSTEM: INCLUDESBUBBLER WITHE RISER, GRATE, SWINGASSEMBLY, 1/2" MALE NPT INLET, ANDBASKET CANISTER

1/2-INCH SWING ASSEMBLY(INCLUDED)

PRE-FABRICATED SWING JOINT.ASSEMBLY MUST SLOPEDOWNWARD TO LATERAL LINEFOR DRAINAGE.

LATERAL LINE(SIZE AS PER PLAN)

FITTING AS REQUIRED

PRESSURE COMPENSATINGROTORY NOZZLE

FINISH GRADE

POP-UP SPRAY SPRINKLER:RAIN BIRD 1812



RIPARIANRESTORATION

ENGINEERING


LANDSCAPEIRRIGATION

DETAILS

DT 514

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