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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
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00
500
0
0
25
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0
1
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00
25
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1
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2
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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.
CHER
OKEE
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PLA
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ahom
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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
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.
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
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.
CHER
OKEE
SPR
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PLA
ZATa
hleq
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Okl
ahom
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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
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
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
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
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
H&V H&V
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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
OKEE
SPR
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PLA
ZATa
hleq
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Okl
ahom
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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
H&V H&V
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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
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.
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
H&V H&V
GE
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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
H&V H&V
GE
I
R
E
S
TR
E
TE
C
I
T
O
M
A
K
L
H
H
R
C
A
AC
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153
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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
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