CHEROKEE NATION BUSINESS

CHEROKEE SPRINGS PLAZA

CHEROKEE COUNTY, OKLAHOMA

PLANS FOR

ENTRY DEVELOPMENT

L101 - SITE MATERIALS AND LAYOUT PLAN

DRAWING SHEET INDEX

L102 - WATER FEATURE ENLARGEMENT

L103 - CONSTRUCTION DETAILS

L104 - CONSTRUCTION DETAILS

L105 - WATER FEATURE SCHEMATICS

L201 - GRADING & DRAINAGE PLAN

L301 - PLANTING PLAN

L401 - IRRIGATION PLAN

L402 - IRRIGATION DETAILS

100% CONSTRUCTION DOCUMENTS

N

PLANS PREPARED BY

LANDSCAPE ARCHITECTSHowell & Vancuren, Inc.601 S. Lewis Ave.Tulsa, OK 74104918.592.1270

CIVIL ENGINEERSCGA Engineers, Inc.8179 E. 41st St.Tulsa, OK 74145918.749.5800

PROJECTLOCATION

PROJECT WILL INCLUDE THE CONSTRUCTION OF DUAL ENTRYFEATURES AT CHEROKEE SPRINGS PLAZA. THE PROJECT WILL BEALONG BOTH SIDES OF NANCY WARD DRIVE AND WILL INCLUDEMATCHING WATER FEATURES ON EACH SIDE OF THE DRIVE. THEPROJECT WILL REQUIRE SITE GRADING, INSTALLATION OF PLANTINGAND IRRIGATION, CONSTRUCTION OF A STONE VENEER WALL,FOUNTAIN PLUMBING AND VAULT INSTALLATION, AND THECONSTRUCTION OF A NATURALISTIC BOULDER WATER FEATURE WITHPLANTING POCKETS. AN ALLOWANCE OF $2,500.00 SHALL BEINCLUDED FOR THE PROGRAMING OF LIGHTING FOR BOTH WATERFEATURES BY LOCAL INSTALLERS OR SELECTED FOUNTAINCOMPONENT SUPPLIER. CONTRACTOR WILL COORDINATEELECTRICAL SERVICE, INTERNET SERVICE, WATER SERVICE AND PAYFOR ALL REQUIRED TESTING, PERMITS, AND FEES.

BID ALTERNATE #1 WILL INCLUDE THE PARTS, TOOLS, AND LABOR TOELECTRONICALLY LINK BOTH WATER FEATURE LIGHTING AND WINDCONTROL SYSTEMS INTO THE NORTH SHOW CONTROLLER WITH DMXWIRING IN CONDUIT UNDERGROUND.

BID ALTERNATE #2 WILL INCLUDE THE PARTS, TOOLS, AND LABOR TOINSTALL IN-LINE SUBMERSIBLE VARIABLE SPEED PUMPS AT EACHFOUNTAIN NOZZLE INDEPENDENT OF WATERFALL PUMP SYSTEM.NOZZLE PUMPS TO BE CONTROLLED BY NORTH SHOW CONTROLLERAND BE CAPABLE OF PRODUCING 35 GALLONS PER MINUTE AT 8 FEETOF HEAD. AN ADDITIONAL ALLOWANCE OF $6,000.00 SHALL BEINCLUDED FOR THE PROGRAMING OF THE FOUNTAIN JETS ANDLIGHTING SYSTEMS.

PROJECT DESCRIPTION

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2/28/2017

SOUTH MUSKOGEE AVENUE (HWY 62)

CHEROKEE SPRINGS ROAD

NANC

Y W

ARD

DRIV

E

1L102

WATER FEATUREENLARGEMENT

1L102

WATER FEATUREENLARGEMENT (MIRRORED)

COLUMNSTO ALIGN

STEEL EDGING

EDGE OF FUTUREROADWAY

EDGE OF EXISTINGROADWAY

UTILITYEASEMENT

UTILITYEASEMENT

RIGHT OF WAY

000

E: 2864510.22N: 333134.68

E: 2864288.1928

E: 2864299.52

98'-7" COLUMN ℄46'-4"

21'-7"

33'-3"27'-6"

20'-0"33'-11"

58'-7"

19'-2"19'-3"

STEEL EDGING

41'-8"55'-3"

38'-8"

00

36'-5"

0

47'-2" COLUMN ℄

41'-9"

20'-11" 40'-2"

58'-7" 46'-4"

98'-7" COLUMN ℄

41'-8" 55'-3"

38'-8" 37'-4"47'-2" COLUMN ℄

42'-6" 22'-8"

22'-10"40'-10"

32'-6" 34'-10"

15'-0"50'-4"

6'-8"49'-11"

27'-6" ℄

N: 333479.5089E: 2864498.8957

500

0

0

25

19.27

0

1

075

00

25

70.69

1

1

1

2

50

75

00

500

0

0

25

19.27

0

1

075

00

25

70.69

1

1

1

2

50

75

00

7.882

FUTURE MONUMENT SIGN2 10.8

N: 333127.7610.82

N: 333472.5868

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

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Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

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601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

1 ENTRY LAYOUT PLAN1"=20'-0"

NORTH0' 10' 20' 40'

NOTES1. CONTRACTOR TO ASCERTAIN LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO EXCAVATION AND

BE RESPONSIBLE FOR DAMAGE TO UTILITIES RESULTING FROM CONSTRUCTION OPERATIONS.REPAIRS SHALL BE MADE AT NO COST TO THE OWNER.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL STRUCTURES, LANDSCAPING, PAVINGAND OTHER ITEMS LOCATED WITHIN AND OUTSIDE WORK AREA. ANY DAMAGE TO PERMANENTITEMS INCURRED BY THE CONTRACTOR THROUGH HIS WORK IN THIS CONTRACT SHALL BEREPAIRED TO ORIGINAL CONDITION BY THE CONTRACTOR AT HIS OWN EXPENSE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION PERMITS, PERMIT FEES,LICENSES, LICENSE FEES, ETC.

4. ALL CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH CURRENT CITY OF TAHLEQUAH, STATEOF OKLAHOMA, AND NATIONAL CODES AND ORDINANCES.

5. NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE LANDSCAPE ARCHITECT ORENGINEER FOR INTERPRETATION.

6. DIMENSIONS ARE PROVIDED FOR GENERAL LAYOUT. STEEL EDGING LAYOUT SHALL BE UNBROKENCURVES IN HORIZONTAL AND VERTICAL ALIGNMENTS.

7. LOCATION AND SIZE OF MONUMENT SIGN IS PROVIDED AS A PLACEHOLDER ONLY. SIGN DESIGNAND CONSTRUCTION BY OTHERS. PLANT MATERIALS DISPLACED BY SIGN CONSTRUCTION WILLNOT BE COVERED UNDER PLANT MATERIAL WARRANTY.

8. MASONRY COLUMNS TO BE SQUARE WITH ROADWAY.9. RETAINING AND LOWER BASIN WALL TO MEET COLUMN(S) AT 90°.10. CONTRACTOR TO PROVIDE SAMPLES OF PROPOSED BOULDERS, HACKETT RUNNEL STONE, WALL

VENEER STONE, AND CAST STONE COLUMN CAPS FOR APPROVAL BY LANDSCAPE ARCHITECT.11. EXPOSED SHOTCRETE TO BE PAINTED WITH BLACK POOL PAINT.12. SHOTCRETE TO ACHIEVE A 28 DAY STRENGTH OF 4,000 PSI.13. WATERSTOPS TO BE INSTALLED AT ALL SHOTCRETE PENETRATIONS AND JOINTS.14. CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT AT PROJECT

MILESTONES. BELOW ARE MILESTONES THAT REQUIRE NOTIFICATIONS:· INSTALLATION OF WALL FOOTING AND SITE EXCAVATION· COMPLETION OF PLUMBING PRIOR TO SHOTCRETE PLACEMENT· INSTALLATION OF SHOTCRETE· INSTALLATION OF WALL STRUCTURE AND VENEER MOCK-UP· INSTALLATION OF WATER FEATURE STONEWORK· COMPLETION OF PLANTING AND IRRIGATION

SITE MATERIALS ANDLAYOUT PLAN

L 101

BOULDERS (TYP)

3

L103

PLANTING POCKET (TYP)

LOWER BASIN WALLWITH STONE CAP

2

L104

LOWER BASIN / RESERVOIR

(7) FEATURE FOUNTAINNOZZLES. REFER X/L10X

90°TYP.

R50'-0" R50'-0"

1

L103

UPPER BASIN

R58'-9"

R56'-6"

CHANGES OF ELEVATIONIN SHOTCRETE BASE 4

L104

4

L104

2

L103

FEATURE COLUMN- SECTION

FEATURE WALL- PROFILE

3L104

FEATURE RUNNEL - SECTION

FEATURE PLANTING - SECTION

COLUMN (TYP)

WALL AND COLUMNFOOTING BELOW

WALLPROFILE

BELOW GRADE PUMP VAULT. REFERWATER FEATURE SCHEMATICS FORADDITIONAL INFORMATION

CENTERLINE OF WATER FEATURE

6'-6"

6'-6"

±10'-0"

HACKETT STONERUNNEL (TYP)

12'-6"

5'-0"

5'-0"

RETAINING WALL

8'-9"

11° T

YP.

BASIN WALL- PLAN

1

L104

FEATURE WALL- SECTION

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

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Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

Cher

okee

Nat

ion

Busi

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ess

601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

NORTH

WATER FEATUREENLARGEMENT

L 1021 WATER FEATURE ENLARGEMENT

1/4"=1'-0"0' 1' 2' 4'

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

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Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

Cher

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Nat

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Busi

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601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

CONSTRUCTIONDETAILS

L 103

1'-0

"1'

-2"

2'-0

"2'

-4"

4"

8"

1'-0"

4"

8"4"1'-0"

WATER LINE

SUPPLY PIPE3" MIN. DRAINWITH PLUG

FOUNTAIN BOULDERS BEYONDPLANTING BEYOND

SHOTCRETE BASE

STONE CAP

WATER LINEHACKETT WATERFALL STEPS

FINISH GRADE. REFERGRADING PLAN

SELECT FILL

UNDISTURBED ORCOMPACTED SUBGRADE

SUPPLY PIPE

1'-0" 4"8"

8"

2'-6

"

5'-0"

12'-0"

WATER SUPPLYANTI-VORTEX PLATE5'-0"

FOUNTAIN NOZZLE

2'-4

"

1'-0"

6"

WHERE HACKETT STONE ABUTSBOULDER PLANTING, SEAL GROUT

JOINT WITH SILICONE CAULK

2'-6

"

1" PVC DRAIN FROM BASINTO RUNNEL. PIPE TO BECAPPED WITHOUT GLUE

NOTES1. REFER L102 FOR ADDITIONAL INFORMATION.2. REFER TO L105 FOR FOUNTAIN PIPING AND EQUIPMENT REQUIREMENTS.3. ALL ROCK WORK TO BE GROUTED SOLID EXCEPT AS NOTED.4. PROVIDE A 1" PVC DRAIN FROM UPPER BASIN TO RUNNEL AS SHOWN.5. PROVIDE WEEP HOLES FROM GRAVEL BELOW PLANTING MEDIA TO RUNNELS OR BASIN BELOW.6. FOR PRICING PURPOSES ONLY. INCLUDE #4 @ 12" O.C. AND #6 @ 12" O.C. AT ALL BEAM EDGES. CONTRACTOR TO ENSURE

ALL PRICING INCLUDES REINFORCING AND STRUCTURAL FEES.7. CONTRACTOR TO PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF

OKLAHOMA FOR REVIEW BY LANDSCAPE ARCHITECT.8. STONE CAP ON LOWER BASIN WALL TO MATCH RETAINING WALL'S CAP TYPE AND THICKNESS. STONE SIZE TO BE 1'-0"x1'-0".9. STONE CAP TO SLOPE 1" TOWARDS FROM WATER FEATURE.

2L104

RETAININGWALL

FINISH GRADE - 714.00

SHOTCRETE BASE AND BACKSPLASH. REFER L102

TOP OF FOOTING - 711.00

SKIMMER

3 FEATURE RUNNEL - SECTION1/2"=1'-0"

0' 1' 2' 4'

1 FEATURE PLANTING - SECTION1/2"=1'-0"

0' 1' 2' 4'

VARIESSEE PLANTYP PLANTING POCKET

REF. TO PLANTING PLAN

GEOTEXTILE FABRIC TO BETURNED UP AT EDGES

3"

3" MIN. DEPTH 3/4"CLEAN GRAVEL 1'

-0"

MIN

.

BOULDERS BEYOND

BOULDERSPLANTING MIX

HACKETT STONERUNNEL

SILICONE CAULK JOINTS BETWEENHACKETT STONE RUNNEL AND

BOULDERS

WATER FEATURE SHOTCRETE BASE

SELECT FILL TO BE COMPACTED TO98% S.P.D. AT OPTIMAL MOISTURE

CONTENT

VARI

ES6"

MIN

.

GEOTEXTILE FABRIC TO BEEQUAL TO DEWITT WOVENGEOTEXTILE, 5 OUNCE FABRIC.

0' 1' 2' 4'2 FEATURE - CROSS-SECTION

1/2"=1'-0"

FINISH GRADE. REFERGRADING PLAN

SHOTCRETE BASE ANDBACKSPLASH. REFER X/LXXX

WATER LINE

SILICONE CAULK JOINTS BETWEENSTONE AND SHOTCRETE BASE

TYPICAL BOULDER

2L103

WATER FEATURECROSS-SECTION

2L104

RETAININGWALL

2 1/2" MIN. SLEEVEFOR IRRIGATION

SWEEP ELBOW

IRRIGATION SLEEVE TO EXTENDABOVE FINISH GRADE (TYP)

NOTES1. REFER L102 FOR ADDITIONAL INFORMATION.2. REFER TO L105 FOR FOUNTAIN PIPING AND EQUIPMENT REQUIREMENTS.3. ALL ROCK WORK TO BE GROUTED SOLID EXCEPT AS NOTED.4. PROVIDE VOIDS IN GROUT IN PLANTING AREA BELOW GRAVEL TO ALLOW AREA TO DRAIN TO

RUNNELS AND/OR BASIN BELOW.5. IRRIGATION SLEEVING WITHIN WATER FEATURE TO BE CONCEALED BY BOULDERS.6. SLEEVE FROM VALVE TO WATER FEATURE TO EXTEND ABOVE FINISHED GRADE AND CAPPED.

IRRIGATION TUBING TO RUN THROUGH CAP AND PIPE; WATERPROOF ENDS.7. REFER IRRIGATION PLAN FOR SLEEVING LAYOUT IN WATER FEATURE.

WATER LINE

ALLOW WATER TO DRAIN FROMPLANTING POCKET. TYP

TYPICAL BOULDERHORIZONTAL IRRIGATION SLEEVING

VERTICAL IRRIGATION SLEEVINGTYPICAL PLANTING POCKET

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

CHER

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SPR

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Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

Cher

okee

Nat

ion

Busi

ness

ess

601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

0' 2' 4' 8'

CONSTRUCTIONDETAILS

L 1044 FEATURE - PROFILE

1/4"=1'-0"

UNDISTURBED ORCOMPACTED SUBGRADE

WALL CONCRETE FOOTINGSELECT FILL

℄

WALL CONCRETE FOOTINGSHOTCRETE BASIN WALL BEYOND

SHOTCRETE BASIN WALLSTONE VENEERED COLUMN BEYOND

SHOTCRETE BASESHOTCRETE BACKSPLASH

STONE VENEERED WALL BEYOND

1 FEATURE WALL - SECTION1/2"=1'-0"

0' 1' 2' 4'

NOTES1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR WALLS, COLUMNS, FOOTINGS AND SHOTCRETE BASE.

SHOW ALL REINFORCEMENT AND CONCRETE REQUIREMENTS, STAMPED BY A STRUCTURAL ENGINEERLICENSED IN THE STATE OF OKLAHOMA.

2. REFER TO 1/L103 FOR STONE VENEER.3. COLUMN CAP TO BE CAST STONE WITH A 2" HIGH PYRAMIDAL TOP. CONTRACTOR TO SUBMIT CAST

STONE TEXTURE AND COLOR SAMPLES FOR APPROVAL BY LANDSCAPE ARCHITECT.4. STONE VENEER SHALL EXTEND 4" MIN. BELOW FINISHED GRADE.5. MASONRY TIES TO BE INSTALLED AT 2' MAX. VERTICAL SPACING AND 3' MAX. HORIZONTAL SPACING.6. SOLID GROUT VOID SPACE BETWEEN CMU AND VENEER TO FINISH GRADE.

CONCRETE FOOTINGUNDISTURBED ORCOMPACTED SUBGRADE

2'-6

"VE

RIFY

3'-0"

EDGE OF CAP ABOVESTONE VENEER1" MIN. AIR GAP8" CMU CORE

SECTION PLAN

SECTION

8'-6

"4"

2"

3'-4"

PLAN

CAST STONE CAPDRIP EDGETHRU-WALL FLASHINGMASONRY TIEANCHORING SYSTEM5" THICK STONE VENEER12" CMU CORE

1" MIN. AIR GAP

2"

TOP OF FOOTING - 711.00

NOTES1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR WALLS, COLUMNS, FOOTINGS AND SHOTCRETE BASE.

SHOW ALL REINFORCEMENT AND CONCRETE REQUIREMENTS, STAMPED BY A STRUCTURAL ENGINEERLICENSED IN THE STATE OF OKLAHOMA.

2. REFER PLAN ENLARGEMENT, WALL PROFILE AND WALL SECTION FOR SHOTCRETE LAYOUT.3. STONE VENEER SHALL EXTEND 4" MIN. BELOW FINISHED GRADE.4. MASONRY TIES TO BE INSTALLED AT 2' MAX. VERTICAL SPACING AND 3' MAX. HORIZONTAL SPACING.5. WEEP HOLES TO BE 2" MINIMUM ABOVE FINISH GRADE AT 10'-0" ON CENTER.6. SOLID GROUT BELOW WALL DRAINAGE FLASHING.7. STONE CAP TO BE 4" THICK GRAY HACKETT STONE. CAP SIZE TO BE 2'-4"x2'-4" AND BE SLOPED 1" AWAY

FROM WATER FEATURE. SUBMIT SAMPLES FOR APPROVAL BY LANDSCAPE ARCHITECT.

2"

2'-0"

10'-6

"

4"

2'-4"

SECTION PLANVA

RIES

VERI

FY

PLAN

STONE CAPDRIP EDGETHRU-WALL FLASHINGMASONRY TIE ANCHORING SYSTEM

5" THICK STONE VENEER

SHOTCRETE BASE ANDBACKSPLASH. REFER DETAIL X/LXXX

THRU-WALL FLASHING WITHCAVITY WALL DRAINAGE SYSTEMWEEP HOLE

SELECT FILL

AIR GAPSTONE VENEER

CMU CORECMU SUPPORT UNDERSHOTCRETE BASE

12" CMU CORE6" CMU VENEER ANDSHOTCRETE SUPPORT

VERIFY

TOPSOIL

FINISH GRADE. REFERGRADING PLAN

CONCRETE FOOTINGUNDISTURBED ORCOMPACTED SUBGRADE

SECTION

1'-2

"

TOP OF FOOTING - 711.00

2 FEATURE COLUMN - SECTION1/2"=1'-0"

0' 1' 2' 4'3 BASIN WALL - PLAN

1"=1'-0"0" 6" 1' 2'

STONE VENEER (TYP)

STONE VENEER TO CONTINUEABOVE SHOTCRETE WALL

LOWER BASINSHOTCRETE WALL

SHOTCRETE BASIN WALLTO WRAP CMU CORE

CMU WALL CORE.REFER DETAILS

6"

6"

1'-0"

90°

WALL CENTERLINE (TYP)

1L104

WALLSECTION

2L104

COLUMNSECTION

LOWER BASIN

NOTES1. REFER TO WALL SECTION, COLUMN SECTION AND LAYOUT PLAN FOR ADDITIONAL INFORMATION.2. COLUMN STONE VENEER TO CONTINUE ABOVE SHOTCRETE BASIN WALL

WALL FOOTING BELOW

5 STONE VENEER NTS

NOTES1. IMAGE ABOVE PROVIDED FOR REFERENCE ONLY.2. STONE SIZE: LENGTH VARIES x 4" DEPTH x 8" HIGH3. PATTERN TO BE EVENLY COURSED ASHLAR.4. MORTAR JOINTS TO BE 1" WIDE BY 1" DEEP.5. CONTRACTOR TO PROVIDE A MOCK UP OF 4' SECTION OF WALL INCLUDING CAP FOR

APPROVAL BY LANDSCAPE ARCHITECT. REFER TO SPECIFICATIONS FOR REQUIREMENTS.6. STONE PROVIDER: MORRIS STONE CO. 30425 W. COUNTRY ROAD 1250 STIGLER, OK. 74402 PHONE: 918.967.2570

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

CHER

OKEE

SPR

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Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

Cher

okee

Nat

ion

Busi

ness

ess

601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

NORTH

WATER FEATURESCHEMATICS

L 1053 WATER FEATURE SCHEMATIC - ELECTRICAL SYSTEM

1/8"=1'-0"0' 4' 8' 16'

NORTH1 WATER FEATURE SCHEMATIC - FEATURE SYSTEM

1/8"=1'-0"0' 4' 8' 16' NORTH0' 4' 8' 16'

2 WATER FEATURE SCHEMATIC - FILTRATION SYSTEM1/8"=1'-0"

NOTES1. DRAWINGS ARE INTENDED TO SHOW THE CONCEPT, APPEARANCE, AND GENERAL FUNCTION OF THE PROPOSED WATER FEATURES. DRAWINGS SHOW

THE SCHEMATICS FOR ONE OF THE TWO FEATURES THAT WILL MIRROR EACH OTHER ON OPPOSITE SIDES OF THE ENTRY DRIVE. DRAWINGS ARE NOTINTENDED TO SHOW ALL FITTINGS AND COMPONENTS REQUIRED TO PROVIDE A SAFE AND FUNCTIONING FOUNTAIN.

2. SELECTED FOUNTAIN COMPONENTS SUPPLIER SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL INDICATING LINE SIZES, ELECTRICAL AND LIGHTINGPRODUCTS AND CONTROLS, PIPE ROUTING, FOUNTAIN SCHEMATICS, PUP AND FILTER SIZES, VAULT SIZE AND SPECIFICATION, AND INSTALLATIONDETAILS FOR THE SPECIFIC COMPONENTS THAT THEY PROPOSE.

3. SELECTED FOUNTAIN COMPONENT SUPPLIER SHALL SUBMIT CUT SHEETS FOR PROPOSED EQUIPMENT. CUT SHEETS SHALL INCLUDE BUT ARE NOTLIMITED TO MANUFACTURER, MODEL NUMBER, SIZES, CAPACITY, WARRANTY AND FEATURESCOMPONENTS TO BE INCLUDED:

FOUNTAIN VAULT, FOUNTAIN CONTROL PANEL, LIGHTING CONTROL PANEL, FEATUREPUMP, FILTER PUMP, FILTERS, STRAINERS, VALVES, CHLORINE/BROMINE FEEDER, JUNCTION BOXES,DRAIN GRATES, FOUNTAIN NOZZLES, AND FOUNTAIN LIGHTS.

4. FOUNTAIN EQUIPMENT SHALL BE INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.5. FOUNTAIN COMPONENT SUPPLIER SHALL LOCATE AND PROVIDE ALL COMPONENTS REQUIRED TO MEET ALL LOCAL, STATE AND NATIONAL CODES

AND GOVERNING REQUIREMENTS FOR FOUNTAIN CONSTRUCTION.6. ACCEPTABLE FOUNTAIN COMPONENT SUPPLIERS SHALL INCLUDE BUT ARE NOT NECESSARILY LIMITED TO:

· FOUNTAIN SUPPLY COMPANY, 26455 SUMMIT CIRCLE, SANTA CLARITA, CA 91350. (661)254-5777· FOUNTAIN PEOPLE, INC., P.O. BOX 807, SAN MARCOS, TX 78667. (512)392-1155.· CRYSTAL FOUNTAINS, TORONTO OFFICE, 60 SNOW BLVD, UNIT 3, CONCORD, ONTARIO, CANADA, L4K 4B3. (905)660-6674 X2328

7. FOUNTAIN VAULT TO BE CONCRETE, BELOW GRADE WITH A MINIMUM OF 1'0" COVER. INSIDE VAULT DIMENSIONS SHALL BE 10'x12'x78". MAINTENANCEACCESS TO BE IN SHRUB PLANTING BED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSEDIN THE STATE OF OKLAHOMA. SHOP DRAWINGS TO SHOW EQUIPMENT LAYOUT AND WALL PENETRATIONS FOR APPROVAL BY LANDSCAPE ARCHITECT.

8. LOCATION OF FOUNTAIN VAULT TO BE AT THE END OF THE FEATURE WALL FURTHEST FROM DRIVE. SIZE OF VAULT TO BE DETERMINED BY EQUIPMENTSIZE ARRANGED TO FACILITATE MAINTENANCE.

9. FOUNTAIN NOZZLES TO BE CAPABLE OF CASCADING WATER UPWARD AT ±3'-0". REFER TO LAYOUT PLANS FOR NOZZLE LOCATIONS.10. FOUNTAIN PUMP TO BE CAPABLE OF PRODUCING 1610 GALLONS PER MINUTE WITH 26 FEET OF HEAD TO MAINTAIN OPERATING WEIR WATER DEPTH OF

1 1/2" AND 3'-0" HIGH FOUNTAIN JETS.11. VALVES NOT WITHIN FOUNTAIN VAULT TO BE PLACED IN A VALVE BOX. LOCATION OF VALVES TO BE AS CLOSE TO THE LOWER BASIN WALL AS

POSSIBLE.12. LIGHTING CONTROLS TO BE LOCATED IN FOUNTAIN VAULT. LIGHTING TO BE CONTROLLED BY EITHER PROGRAMMABLE TIMER OR PHOTOCELL SYSTEM.13. ELECTRICAL SOURCE PANEL TO BE INSET INTO STONE VENEER; MOUNTED ON CMU WALL CORE. CONNECTIONS BETWEEN STONE AND METAL TO BE

SEALED AND WEATHERPROOFED.14. WATERSTOPS TO BE INSTALLED AT ALL SHOTCRETE PENETRATIONS AND JOINTS15. FOUNTAIN PIPING MAY BE PLACED IN A COMMON TRENCH. PIPES TO BE ARRANGED TO CREATE MINIMAL CONFLICTS AND STACKING TO FACILITATE

FUTURE REPAIRS. PIPING TO HAVE A MINIMUM OF 2'-0" SOIL COVERAGE.16. WIND CONTROL ANEMOMETER TO BE POLE MOUNTED AT LOCATION APPROVED BY OWNER'S REPRESENTATIVE. POLE TO BE EQUAL TO APRS4DB-10 AS

SUPPLIED BY AMERLUX www.amerlux.com. POLE COLOR TO BE BLACK. POLE TO HAVE DECORATIVE CAP IF ANEMOMETER MOUNTING ALLOWS.

AUTOMATIC VALVE ATTACHEDTO IRRIGATION MAINLINE

FEATURE PUMP

GEAR OPERATEDBUTTERFLY VALVE

(4) ANTI-VORTEX DISCHARGEFROM FEATURE PUMP

WATER LEVEL CONTROL AND 3"OVERFLOW TO STORM SEWER

(7) FOUNTAIN NOZZLES

BELOW GRADE VAULTFILTER PUMP

MANUAL VALVE (TYP)

WATER FEATURE PUMP, VALVE& LIGHTING CONTROLS

ELECTRICAL PANEL & SERVICE

(7) MANUAL BALL VALVESIN VALVE BOX

3" DRAIN AND PLUG

(4) ANTI-VORTEX PLATE AND SUMP

GEAR OPERATEDBUTTERFLY VALVE

CHECK VALVE

CARTRIDGE FILTER

CHECK VALVEFLOW METER

(4) EYEBALL DISCHARGE FITTING(2) ANTI-VORTEX PLATE AND SUMP

(2) SS VACUUM FITTING

(2) SS FOUNTAIN SKIMMER

(20) SUBMERSIBLE LED LIGHT FIXTURESUBMERSIBLE JUNCTION BOX.

CONNECT TO LIGHTING CONTROL (TYP)

BASKET STRAINER

BELOW GRADE VAULT

6"

112"

3"

12"

12"

6"

10"4" 6"8"

8"

6"

6"

112"

112"

112"

112"

8"

4"

3"

CHLORINATOR

2"2"

112"

112"

EYEBALL DISCHARGE FITTING

BASE BID EQUIPMENT LISTITEM DESCRIPTION

15 hp Fountain Pump 1610 GPM at 26 ftd hd BerkleyB8GPBMS 8 inch discharge x 10 inch suction

FP-015

AVP-0600SS

MER-MADE FO

Nibco WD-2000-5-12_in

12x8CF

Nibco WD-2000-5-10_in

Nibco W-910-W-10_in

AVP-0600SS

Stainless Steel Anti-Vortex Plate withanchors for 6 inch Pipe. 14 inch square

12 inch x 10 inch FO fiberglass body, transparentacrylic lid,316 stainless steel v-wire basket

12 inch Gear Operated Butterfly valve w/aluminum bronze disc epdm seat.

12 inch x 8 inch FlangedFiberglass Concentric Reducer

10 inch Gear operated butterfly valve w/aluminum bronze disc. epdm seat.

10 inch Iron Body Silent Checkvalve w/ bronze disc. wafer type

Stainless Steel Discharge Plate with anchorsfor 6 inch Pipe. 14 inch square

QTY

2

PEM 53A 1-1/2 inch Cascade Jet,5.5 lbs 3 feet high

BVSS-150SS 1-1/2 inch Stainless Ball Valve with stainless steelhandle WEbstone

Nibco WD-2000-5-06_in 6 inch Ductile iron wafer butterfly valve w/ aluminumbronze disc. epdm seat w/ gear operator.

Misc 6 inch Motorized Butterfly valve with positioner forwind control Bonomi

11520000 2Hp Bronze Pump with intergral line strainer, 2hp, 230/480v,3 phase, 60hz 1-1/2 inch discharge x 2 inch suction

AVF-8S2B 8 inch Dia Bronze Anti-Vortex Plate withsump with 2" outlet and drain connection

SKSS-316 Stainless Steel Skimmer withblack plastic weir and basket

SB 4249/4251 1-1/2 inch NPT Vacuum Fittingwith plug, Natural Bronze

PN CHL320 2 inch PVC Slip inline Chlorinator/ Brominator R-171096

PN R172087 10 inch Extensionfor 300 or 320

PN R172276 Flow Indicator forChL-320, 300-29X

62051 Trimline FilterElement CC150

3629-020 2 inch True UnionBall Valve

S1780C-20 2 inch Clear PVC Union CheckValve with Spring Assist

SB 4249/4865 1-1/2 inch NPT Return Eyeball Fittingwith 5/8" orifice, natural bronze 1.5lbs

PEM L104-48 Combination Water Level Sensor 3 inchOverflow Drain and 3/4 inch Fill Inlet, 21lbs

SB 7683 3 inch Drain with Plug,Natural Bronze

WMUA-200 Water Make Up Assembly 2 inch Includes 3/4 inchsolenoid valve 120v, by pass valve, and manifold

SB 4249/4864 1-1/2 inch Return Inlet Fitting withSlotted Directional Flow Inlet, 2lbs

E1450-C52 LED RGBW underwater light fixture UL, 60W, 24VDC with 20ftof 16/3 cable and convex clear lens and Bronze Stand.15lbs

PEM J3-1 Underwater freestanding j-box 1 x 1 inchconduit x 4x 1/2 inch outlets. 36 cu in.

PEM J15-21 1/2 inch Brass Cord seal for .394-.470 cable

PC-21 Re-enterable Potting Compound 21oz(fills 36 cu in) Scotch-Cast 8882

Duct Seal Duct Seal, 1lbs (used to sealservice wires into junciton box)

CP-1 Control Panel with VFD,motor starters, time switches, ShowControl GFCI, All prewired to a terminal strip UL LIsted

025B Dual Stage Wind Controlwith Anemometer

QOM-300DC-120-24VDC 300watt 120volt x 24VDC Power Supply (listed andsuitable for use with underwater lights)

8

2

4

2

2

2

8

14

14

2

2

2

4

4

4

2

2

2

2

16

2

8

2

4

2

2

40

14

40

14

6

2

2

8

BID ALTERNATE #1 EQUIPMENT LISTITEM DESCRIPTION

Belden Multi-Pair DMX-512® wire (Part number 9844) in 1"conduit, 24" below grade, from South to North Water Feature

WIRING

QTY

350 linear feetDelete South WaterFeature Show Controller

CP-1-1

Delete South Water Feature WindControl with Anemometer

025B-1

BID ALTERNATE #2 EQUIPMENT LISTITEM DESCRIPTION

SP Pump 8000GPH Submersible or In-line Pump 2" inlet / outlet120vac 710watts 18" x 9" x 9" 33' of cable 18lbs

SP-8000

QTY

14Pump Standand Manifold

Custom

Freestanding underwater j-box 1 x 3/4 inchconduit x 2 x 1/2 inch outlets 11 cu in.

PEM J1-1

1/2" Brass Cord Seal, cable OD0.350" / 0.435". or 16/3 cable.

PEM J14

Re-EnterablePotting Compound 12oz (fills 20 cu in) Scotch-Cast 8882

PC-12

14

14

14

14

1. BID ALTERNATE #1 SHALL BE A PREREQUISITE FOR BID ALTERNATE #2.

NOZZLES

FILTRATION

WATER LEVEL

LIGHTING

CONTROLS

MOTORIZED BUTTERFLYVALVE FOR WIND CONTROL

SOUTH MUSKOGEE AVENUE (HWY 62)

CHEROKEE SPRINGS ROAD

NANC

Y W

ARD

DRIV

E4" SOLID PVC DRAIN FROM WATER FEATURE

OVERFLOW AT 1% MIN. SLOPE TO CIVILINLET / MANHOLE PROVIDE CLEANOUT AT

PIPE MIDPOINT. (BOTH SIDES)

809

810

811

812813

814

808

811

812

813

814

81080

9

810811

810

811

812

813

814 810

811

814813

812811

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

CHER

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PLA

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hleq

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Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

Cher

okee

Nat

ion

Busi

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ess

601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

1 ENTRY GRADING AND DRAINAGE PLAN1"=20'-0"

NORTH0' 10' 20' 40'

NOTES1. CONTRACTOR TO ASCERTAIN LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO EXCAVATION AND

BE RESPONSIBLE FOR DAMAGE TO UTILITIES RESULTING FROM GRADING OPERATIONS. REPAIRSSHALL BE MADE AT NO COST TO THE OWNER.

2. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THE SURVEY. CONTACT THE LOCAL UTILITYLOCATION SERVICES PRIOR TO COMMENCING CONSTRUCTION OPERATIONS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ALL STRUCTURES, LANDSCAPING, PAVINGAND OTHER ITEMS LOCATED WITHIN AND OUTSIDE WORK AREA. ANY DAMAGE TO PERMANENTITEMS INCURRED BY THE CONTRACTOR THROUGH HIS WORK IN THIS CONTRACT SHALL BEREPAIRED TO ORIGINAL CONDITION BY THE CONTRACTOR AT HIS OWN EXPENSE.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GRADING AND EARTH CHANGE PERMITS,PERMIT FEES, LICENSES, LICENSE FEES, SOIL IMPORT AND HAUL-OFF FEES, ETC.

5. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED,INSPECTED AND APPROVED BY LOCAL AUTHORITIES.

6. ALL AREAS OF THE SITE IDENTIFIED FOR LAWN PLANTING SHALL RECEIVE 6” OF TOPSOIL, ANDSHRUB AND GROUND COVER PLANTING AREAS SHALL RECEIVE A MINIMUM OF 12” OFTOPSOIL, UNLESS OTHERWISE NOTED. IN CONSTRUCTION AREAS, STAGING AREAS, ANDCONSTRUCTION TRAFFIC AREAS, THE TOPSOIL SHALL NOT BE PLACED UNTIL THE PROJECT ISREADY FOR PLANTING. CONTRACTOR SHALL GRADE THE SUBGRADE TO THE REQUIRED ELEVATIONTO RECEIVE TOPSOIL AND GAIN APPROVAL FROM THE LANDSCAPE ARCHITECT OR OWNER'SREPRESENTATIVE PRIOR TO PROCEEDING. AFTER APPROVAL, ENTIRE AREA TO BE RIPPED ORSCARIFIED TO A MINIMUM DEPTH OF 6”, AND ALL STONES, CLODS, ROOTS AND CONSTRUCTIONDEBRIS LARGER THAN 2” DIAMETER THAT IS BROUGHT TO THE SURFACE SHALL BEREMOVED. PLACE TOPSOIL TO THE PROFILE INDICATED AND LIGHTLY COMPACT.

7. FINISHED GRADE FOR SHRUB, GROUND COVER, AND LAWN AREAS TO BE HELD 1” BELOW THE TOPOF ADJACENT PAVEMENT AND CURBS UNLESS OTHERWISE NOTED.

8. ALL CUT AND FILL SLOPES SHALL BE 5:1 OR FLATTER UNLESS OTHERWISE NOTED.9. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING

PIPES ARE TO BE CLEANED TO REMOVE ALL SILT AND DEBRIS.10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE

THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE THE EXISTING STRUCTURE ASNECESSARY.

11. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES FORALL GRASSED AND PAVED AREAS.

12. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTEDTO THE SAME.

13. TRANSITIONS IN GRADE SHALL BE SMOOTH AND UNBROKEN UNLESS OTHERWISE NOTED.14. GRADING SHOULD PROVIDE A MINIMUM 1% SLOPE ON PAVED AREAS, LAWN AREAS AND TOWARD

DRAINS OR SWALES. CONTRACTOR TO INFORM ENGINEER OR LANDSCAPE ARCHITECT WHERESLOPES FALL BELOW THE MINIMUM OR WHERE PONDING IS ANTICIPATED, PRIOR TO COMPLETINGESTABLISHMENT OF FINAL GRADE.

15. BY SUBMITTING A BID, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS VISITED THE SITE ANDBECOME FAMILIAR WITH THE CONDITIONS RELATED TO THE INSTALLATION OF SITEIMPROVEMENTS.

GRADING &DRAINAGE PLAN

L 201

SOUTH MUSKOGEE AVENUE (HWY 62)

CHEROKEE SPRINGS ROAD

NANC

Y W

ARD

DRIV

E

31 COR SEL29 BUD PYR64 NEP FAA

13 COR SEL

1 COR PRI

33 SAL GRE

1 COR CHI

15 JUN GRE1 COR CHI

21 COR SEL2 TAX DIS2 COR PRI

1 COR PRI

56 TRA ASI325 S.F. SEASONAL

77 ECH PUR175 S.F. SEASONAL

31 JUN GRE

12 COR SEL39 BUD PYR56 NEP FAA

13 COR SEL33 SAL GRE

1 COR CHI

15 JUN GRE

1 COR CHI

21 COR SEL2 TAX DIS2 COR PRI

1 COR PRI

51 TRA ASI325 S.F. SEASONAL

1 COR PRI1 COR CHI

1 TAX DIS

29 ECH PUR

LAWN LAWN

2 COR PRI

STEEL EDGING STEEL EDGING

97 ECH PUR

1 TAX DIS 74 ECH PUR24 SAL GRE225 S.F. SEASONAL

35 JUN GRE43 PHY OPUFUTURE MONUMENT SIGN

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

CHER

OKEE

SPR

INGS

PLA

ZATa

hleq

uah,

Okl

ahom

a

Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

Cher

okee

Nat

ion

Busi

ness

ess

601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

1 ENTRY PLANTING PLAN1"=20'-0"

NORTH0' 10' 20' 40'

NOTES1. CONTRACTOR TO ASCERTAIN LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO EXCAVATION AND

BE RESPONSIBLE FOR DAMAGE RESULTING FROM PLANTING OPERATIONS. REPAIRS SHALL BEMADE AT NO COST TO THE OWNER.

2. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THE SURVEY. CONTACT THE LOCAL UTILITYLOCATION SERVICES PRIOR TO COMMENCING CONSTRUCTION OPERATIONS.

3. ALL AREAS NOTED AS "LAWN" ON PLAN, AND ALL OTHER AREAS ON SITE WHICH ARE NOTOTHERWISE DESIGNATED AND ARE DAMAGED BY CONSTRUCTION, ARE TO BE PLANTED WITHSOLID SOD BERMUDA GRASS.

4. ALL PLANTING BEDS THAT ABUT LAWN AREAS TO BE BORDERED BY STEEL EDGING.5. FINISH GRADE FOR SHRUB, GROUND COVER, AND LAWN AREAS SHALL BE HELD 1" BELOW TOP OF

ADJACENT PAVEMENT AND CURBS UNLESS OTHERWISE NOTED ON DRAWINGS.6. FOR ADDITIONAL PLANTING REQUIREMENTS REFER TO SPECIFICATIONS.7. BY SUBMITTING A BID, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS VISITED THE SITE AND

BECOME FAMILIAR WITH THE CONDITIONS RELATED TO THE INSTALLATION OF SITEIMPROVEMENTS.

PLANTING PLAN

L 301

H: HEIGHT, CP: CALIPER, C: CONTAINER, MT: MULT-TRUNK, FTG: FULL TO GROUND1. O.C.: INDICATES APPROXIMATE SPACING TO BE EQUAL ON CENTER. SHALL BE CONSIDERED GENERAL GUIDELINE ONLY

AND MAY BE MODIFIED TO SUIT ON-SITE CONDITIONS.2. MATCHED: SIZE AND OTHER PHYSICAL CHARACTERISTICS TO BE SIMILAR. ALL DIMENSIONS TO BE WITHIN 5% RANGE.3. QUANTITIES ON PLANT LIST ARE FOR CONVENIENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON

PLANTING PLANS AND COVERAGE OF ALL AREAS DELINEATED. WHEN DISCREPANCIES OCCUR BETWEEN PLANT LISTAND PLANTING PLANS, THE PLANS ARE TO SUPERSEDE THE PLANT LIST.

4. 4" CALIPER TREES AND LARGER TO BE LIMBED 6' MINIMUM TO FIRST BRANCH WITH NO VISIBLE PRUNING MARKSALLOWED UNLESS OTHERWISE NOTED.

5. ALL TREES TO HAVE A SINGLE CENTRAL LEADER UNLESS OTHERWISE NOTED.

PLANT LISTKEY QUAN NAME SIZE

ROOTBALLUNIT REMARKS

BUDDLEJA DAVIDII 'PYRKEEP'PURPLE EMPEROR BUTTERFLY BUSH

BUD PYR

COR CHI

COR PRI

COR SEL

ECH PUR

JUN GRE

NEP FAA

PHY OPU

SAL GRE

TAX DIS

68 EA.

5 EA.

10 EA.

111 EA.

321 EA.

98 EA.

136 EA.

43 EA.

100 EA.

6 EA.

#3C

9' H3" CP

B&B

9' H3" CP

#5C 5'-0" O.C.

#1C 18" O.C.

#5C 4'-0" O.C.

#3C 2'-0" O.C.

#15C 5'-0" O.C.

#3C 3'-0" O.C.

14' H4" CP

B&B MATCHED

CORNUS FLORIDA 'CHEROKEE CHIEF'CHEROKEE CHIEF DOGWOODCORNUS FLORIDA 'CHEROKEE PRINCESS'CHEROKEE PRINCESS DOGWOODCORTADERIA SELLONANA 'PUMILA'DWARF PAMPAS GRASSECHINACEA PURPUREA 'MAGNUS'MAGNUS PURPLE CONEFLOWER

JUNIPERUS VIRGINIANA 'GREY OWL'GREY OWL JUNIPERNEPETA FAASSENII 'WALKERS LOW'WALKERS LOW CATMINTPHYSOCARPUS OPUILFOLIUS 'MONLO'DIABOLO NINEBARKSALVIA GREGGII 'PINK PREFERENCE'PINK PREFERENCE AUTUMN SAGE

TAXODIUM DISTICHUM 'MICKELSON'SHAWNEE BRAVE BALD CYPRESS

TRA ASI 109 EA. #1C 18" O.C.TRACHELOSPERMUM ASIATICUM 'HOSNS'SNOW-N-SUMMER ASIATIC JASMINE

B&B

±1050 S.F. SEASONAL PLANTING MARIGOLD&/OR PANSY

4'-6" O.C.

MATCHED

MATCHED

JUN CON 6 EA. #5CJUNIPERUS CONFERTA 'BLUE PACIFIC'BLUE PACIFIC SHORE JUNIPER

WATER FEATURE PLANTINGPLANTING IN WATER FEATURE PLANTING POCKETS TO BE FIELDLOCATED AND DO NOT HAVE TO MIRROR EACH OTHER. PLANTSPECIES AND QUANTITIES FOR EACH FEATURE ARE NOTED BELOW:

(3) JUN CON (PLACE TO ALLOW BOULDER OVERHANG)(22) ECH PUR (8) NEP FAA (5) SAL GRE

SOUTH MUSKOGEE AVENUE (HWY 62)

CHEROKEE SPRINGS ROAD

NANC

Y W

ARD

DRIV

E

30Q 30H 30H 30H

30H

30H

30H

30H

35H

25H

25H25Q

25H

35H

30H

30H

30H

30H 30F 30F

30F 30F

30F 30F

30F30F

35F

25F

25Q

25H

25H

25H

25H

25H

30H30H30Q 30Q

35F

35F

35F

35H 35H

35H

35H

35H 35H

35H35F

35H

35H 35H

25H

25H 25H

1

45GPM

34"3

4"

34" 3

4"

34"

34"

34"3

4"

1"

112"

2"

8

35GPM

9

34GPM

34"3

4"

34"3

4"

34"

112"

2"

34"

1"

1"

112"

2"

2 1"

6GPM

1"

12"

12"

12"

12"

12"

12"

12"

34"

6

45GPM

34"

34"

34"

34" 1"

34"

1"

1" 1"

2"

4

40GPM

34"

34" 3

4"

34"3

4"

34"

1" 1"

1"2"

15RCS

15SST

15SST

15SST

15SST

15SST15SST

15SST

15SST

15SST

15SST

15H

15H

15Q

12H

12H

12H

15H15F

10F 10H10H

10H 10H

10H10H

10F

10F

12F12H 12H

15H15H 15F

12F12F15H15H

15H

15H

15H

15H

15H15H

15H

15H

15H

15F15F

15F15F

15F 15F

15F

5

34GPM

34"

34"

12"

12"

12"

12"

12"

12" 3

4"

1"1"11

2" 2"

12"

5

36GPM

12" 1

2"

12"

12"

12"

12"

12"

12"

12"

34"

34"

1"

34" 11

2" 2"

3

32GPM

RE-ROUTE MAINLINEAROUND PLANTING AREA

30H 30H 30H 30H 30H30Q

30H

30H

30H

30H

30H

30H

30H

30H

30H

35H 35H

30H

30Q

35H

35H

30F 30F 30F

30F30F

30F 30F

30F30F

30F 30F

25F 25F25F 25F

30H30H

30H

35H

30H

30H

30H

30H

35H35F

35F

30H30F

30H30H30Q 30H30Q 30Q

30Q

15H

15H

15H15H 15Q

10H

10H

12F

10F12H

12H

10F12H

12H

10F12H

12H

12F12H

12H

12F12H

12H

15F 15H

15H

15F 15H

15H15F 15H

15H

15F

15F

10

45GPM

2"34"

34"

1"

1"

112"

112"

18 112"

44GPM

19

43GPM

34"3

4"

34" 3

4"

34"

34"

34"

34"3

4"

34"

34"3

4"

112"

2"2"

112"

16

43GPM

34"3

4"

34" 3

4"

34" 3

4"

1"

2"

1"

112"

12

40GPM

34"

34"

34" 3

4"

34"

1"

34"

1" 112"

2"

17 1"

6GPM

15 112"

26GPM

34"

12"

12"

34"

1"

1"112"

14 112"

26GPM

12"

12"

12"

34"

34"

1"

1"

112"

12"

12"

34"

34"

1"

13 112"

25GPM

1"

112"

11 34"

1.5PM

7 34"

1.5PM

15SST

15SST

15SST

15SST 15SST

15SST

15SST

15SST

15SST

15SSTQ

QQ

112"

112"

112"

112"

112"

112"

112"

112"

112"

112"

112"

112"

Q

12"

12"

12"

12"

34"

34"

1"1"

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

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SPR

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PLA

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Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

Cher

okee

Nat

ion

Busi

ness

ess

601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

1 ENTRY IRRIGATION PLAN1"=20'-0"

NORTH0' 10' 20' 40'

IRRIGATION PLAN

L 401

LEGEND

CONTROL VALVE DRIP KIT - RAINBIRD XCZ-100-LC ANDXCZ-075-PRF FOR LOW FLOW ZONE UNDER 3GPM

Q

IRRIGATION NOTES1. CONTRACTOR TO ASCERTAIN LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO EXCAVATION

AND BE RESPONSIBLE FOR DAMAGE RESULTING FROM IRRIGATION OPERATIONS.2. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN ON THE SURVEY. CONTACT THE LOCAL

UTILITY LOCATION SERVICES PRIOR TO COMMENCING CONSTRUCTION OPERATIONS.THISIRRIGATION DESIGN IS AN ADDITION TO AN EXISTING 2-WIRE IRRIGATION SYSTEM.CONTRACTOR SHOULD CONFIRM SIZE, LOCATION OF THE WATER METER, BACKFLOW,CONTROLLER AND MAINLINE AS WELL AS AVAILABLE PRESSURE.

3. THE IRRIGATION DESIGN IS CONCEPTUAL AND DIAGRAMMATIC. THE INTENT OF THE DRAWINGSIS TO SHOW THE GENERAL LAYOUT AND LOGIC OF THE SYSTEM. SCALED MEASUREMENTS MAYNOT BE ACCURATE. ACTUAL LOCATIONS AND QUANTITIES OF PIPE AND FITTINGS MAY VERY DUETO FIELD ADJUSTMENTS FOR EXISTING CONDITIONS AND OTHER OBSTRUCTIONS TO PROVIDETHE PROPER AND INTENDED COVERAGE.

4. FLOW RATES ARE ESTIMATED AND AS SUCH WILL VARY BASED ON NOZZLE SELECTED BYCONTRACTOR, CONTRACTOR SHALL BE RESPONSIBLE FOR FLOW, PIPE SIZING AND HYDRAULICCALCULATIONS.

5. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS PER MANUFACTURE'S CURRENTSPECIFICATIONS AND IN ACCORDANCE WITH ALL LAWS AND CODES THAT GOVERN TAHLEQUAH,OKLAHOMA AND CHEROKEE COUNTY.

6. CONTRACTOR SHALL CAREFULLY VERIFY A MINIMUM DYNAMIC WATER PRESSURE OF 65psiWITH A FLOW OF 50gpm AT THE WATER METER LOCATION PRIOR TO INSTALLATION.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF WATER PRESSURE IS LESS THAN ORSIGNIFICANTLY HIGHER THAN NOTED.

7. ADJUST ALL HEADS TO MINIMIZE OVER SPRAY ONTO HARDSCAPE AND BUILDINGS. USE PCSSCREENS AS NEEDED ON SPRAY HEADS WITH 5'-15' SERIES MPR SPRAY NOZZLES TO ADJUSTOVER SPRAY. USE RADIUS ADJUSTMENT SCREW ON 5'-15' SERIES MPR SPRAY NOZZLES ONLYWHEN NECESSARY.

8. ALL SPRAY AND ROTARY HEADS SHALL BE INSTALLED PERPENDICULAR (90 DEGREES) TOFINISHED GRADE.

9. SPRAY SPRINKLER HEADS WITH CHECK VALVES SHALL BE REQUIRED TO PREVENT LOW HEADDRAINAGE. CONTRACTOR SHALL INSTALL ADDITIONAL IN-LINE CHECK VALVES AS REQUIREDWHEN HEAD OF WATER IN UPSTREAM PIPE EXCEEDS THE CAPACITY OF DOWNSTREAMSPRINKLER HEAD CHECK VALVES.WHEN TRENCHING UNDER THE DRIP LINE OF EXISTING TREESEXTREME CARE MUST BE GIVEN TO AVOID ROOT DAMAGE. IF AT ALL POSSIBLE AVOIDTRENCHING INSIDE THE DRIP LINE BY GOING AROUND THE TREE RATHER THAN UNDER IT. IFTRENCHING MUST OCCUR UNDER THE DRIP LINE, USE EITHER TUNNELING OR HAND-DIGGINGMETHODS RATHER MECHANICAL TRENCHER. MINIMIZE THE IMPACTS OF ROOT SEVERING BYAVOIDING CONSTRUCTION DURING HOT, DRY WEATHER, KEEPING TREES WELL WATEREDBEFORE AND AFTER DIGGING AND COVERING ROOTS WITH SOIL OR MULCH AS SOON ASPOSSIBLE.

10. WINTERIZATION SHALL BE DONE BY "AIR BLOW OUT" METHOD.11. ALL MAINLINE SHALL BE SCH40 PVC. ALL LATERAL PIPING SHALL BE CLASS 200 PVC PIPING.

ALL PVC FITTINGS SHALL BE PVC TYPE 1 AND MUST BE OF DOMESTIC MANUFACTURER. PVCSOLVENT CEMENT AND PRIMER SHALL BE AS RECOMMENDED / APPROVED BY THEMANUFACTURER OF THE PIPE.

12. IRRIGATION SLEEVING CONNECTING LOWER PLANTING POCKETS TO BE 2" MINIMUM DIAMETERHIGH-DENSITY POLYETHYLENE. REFER SPECIFICATIONS.

13. IRRIGATION SLEEVING CONNECTING LOWER AND UPPER PLANTING POCKETS TO BE 2" MINIMUMDIAMETER SCHEDULE 40 PVC. REFER SPECIFICATIONS.

14. CONTRACTOR SHALL PROVIDE “AS BUILT” DRAWINGS TO THE OWNER'S REPRESENTATIVE UPONCOMPLETION OF THE INSTALLATION.

15. BY SUBMITTING A BID, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS VISITED THE SITE ANDBECOME FAMILIAR WITH THE CONDITIONS RELATED TO THE INSTALLATION OF SITEIMPROVEMENTS.

1 112"

45GPM

VALVESIZE

Matthew McFarling

Irrigation Design & Consulting LLC

Broken Arrow, Ok

mirrigationdesign.com

678-270-0761

CONTROL VALVE - RAINBIRD PEB SERIES SIZED AS LABELED

QUICK COUPLER - RAINBIRD 5-LRC 1"

RAINBIRD 1806-PRS AND 1812-PRS WITH MPR NOZZLES

RAINBIRD 1806-PRS AND 1812-PRS WITH STRIP PATTERN NOZZLES

RAINBER 5000 SERIES ROTOEY HEADS WITH MPR ZOZZLES

TREE DRIP RING

LATERAL LINE - CLASS 200PVC

3" MAIN LINE (EXISTING)

IRRIGATION SLEEVING

FLOWRATE

DRIP LINE - RAINBIRD XFD-09-12

EXISTING TEMPORARY IRRIGATION

EXISTING R.O.W. IRRIGATION

ZONEID

Landscape Architects

DRAWING IS NOT TO SCALE UNLESS PRINTEDON SHEET SIZE: 22"x34" (ANSI D)

© 2017 Howell & Vancuren, Inc. Any reproduction or unauthorized use of this document or anypart of this document without express written consent of Howell & Vancuren, Inc. is prohibited.

CHER

OKEE

SPR

INGS

PLA

ZATa

hleq

uah,

Okl

ahom

a

Construction Documents

02.28.2017

SHEET NUMBER:

SHEET NAME:

ISSUE DATE:

DRAWN BY: CHECKED BY:

PROFESSIONAL SEAL:

REVISIONS:

Cher

okee

Nat

ion

Busi

ness

ess

601 South Lewis Avenue, Tulsa, Oklahoma 74104918.592.1270 | howellvancuren.com

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02/28/2017

8179 E. 41st Street, Tulsa, OK 74145918.749.5800 | C.A. No: 1371

Expires: 6/30/18

IRRIGATION DETAILS

L 402

4

POP-UP SPRAY SPRINKLER

1806 WITH SWING JOINT

5

POP-UP SPRAY SPRINKLER

1812 WITH SWING JOINT

7

XFCV ON-SURFACE DRIPLINE

IRREGULAR SHAPED LAYOUT QF HEADER

XFCV Dripline Maximum Lateral Lengths

(Feet)

Inlet Pressure psi

12" Spacing 18" Spacing

Nominal Flow (gph) Nominal Flow (gph)

0.6 0.9 0.6 0.9

20 192 136 254 215

30 289 205 402 337

40 350 248 498 416

50 397 281 573 477

60 436 309 637 529

3

QUICK COUPLING VALVE

MODEL 44RC SERIES

6

ROTOR POP-UP SPRINKLER

5004 WITH RAINBIRD ROTARY NOZZLE

R

5. MECHANICALLY TAMP TO 95% PROCTOR.

SLEEVE TO 24" MIN. ABOVE FINISH GRADE.

4. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND SMALLER

3. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.

1. ALL PVC IRRIGATION SLEEVING UNDER PAVEMENT TO BE SCHEDULE 40.

2.ALL PVC IRRIGATION SLEEVING UNDER SIDE WALKS MAY BE CLASS 200.

NOTES:

DITCH

SLEEVES

PAVING

4" MIN. CLEARENCE

PVC CAP

18" MIN.

FIN

IS

H G

RA

DE

24

" M

IN

. T

O

24

" M

AX

.

18

" M

IN

.

PAVING

PVC CAP

1

FD-101TURF OR FD-102TURF FIELD DECODER

CONNECTION TO VALVE

2

CZK-100-PRB-LC 1" LIGHT COMMERCIAL

CONTROL ZONE KIT

OPTION 1

1 2 3 4 5 67 8 9

10

10

11

12 13 14 15

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

LATERAL

PIPE

WIRING IN

CONDUIT

MAINLINE

PIPE

MAINLINE, LATERAL,

AND WIRING IN

THE SAME TRENCH

SECTION VIEW

RUN WIRING UNDER

MAINLINE, TAPE AND

BUNDLE AT 10' O.C.

ALL PLASTIC PIPING

TO BE SNAKED IN

TRENCH AS SHOWN

PLAN VIEW

TIE A 24" LOOP IN All

WIRING AT CHANGES OF

DIRECTION OF 30°. UNTIE

AFTER ALL CONNECTIONS

HAVE BEEN MADE.

20"

18"

12"

18"

12"

18"

NOTE:

SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40

PVC 2 TIMES THE DIAMETER OF THE PIPE WITHIN.

8

IRRIGATION SLEEVING

9

PIPE AND WIRE TRENCHING

Matthew McFarling

Irrigation Design & Consulting LLC

Broken Arrow, Ok

mirrigationdesign.com

678-270-0761