working drawing package

COLDSTREAM RESEARCH CAMPUSMULTIGENERATIONAL FITNESS FACILITY

VICINITY MAP

PREPARED FOR:

COLDSTREAM RESEARCH CAMPUS1500 BULL LEA ROAD, STE. 100

LEXINGTON, KY 40511

INDEX OF DRAWINGSCOVER1234567

COVER SHEETSITE PLAN

LAYOUTGRADING

STORM DRAINAGELIGHTING

PLANTING PLANIRRIGATION

PREPARED BY:ANDREW MICHAEL CIAMMAICHELLALANDSCAPE ARCHITECT330 1/2 SOUTH MILL ST.LEXINGTON, KY 40508 DECEMBER 2013

EDUCATION

MEETING

CHILDFITNESS

ALLAGES FITNESS

CENTER

SERVICE

DROP-OFF

PARKING

JOGGING TRAIL

DRIVE

PATHWAY

GATE

BOLLARDS

CROSSWALK

BULL LEA RD.

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PEDESTRIAN ACCESS

REST AREA

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edu

SHEET

09/27/13

09/27/13

03 2013

AMC

DATE IN:

DATE DUE:

JOB:

DRAWN BY:

NOTES

REVISION

no. date by

20'10' 40' 60'

SCALE: 1" = 20'-0"

1 10/04/13 AMC

2 11/04/13 AMC

GENERAL NOTES

1. CONTRACTOR IS TO INSTALL 18 STATION PIPELINE COLUMBIACASCADE FITNESS SYSTEM ALONG FITNESS TRAIL WHERE NOTED.

2. CONTRACTOR IS TO INSTALL GREENFIELDS OUTDOOR FITNESSEQUIPMENT IN "ALL AGES" AREA. EQUIPMENT TO INCLUDE TRICEPDIP (UBX-244), CHEST PRESS (UBX-246), LEG PRESS (UBX-215), AB TONER(UBX-211), BICEP CURL (UBX-255).

3. CONTRACTOR TO INSTALL GAMETIME XSCAPE TRACK RACE PLAYEQUIPMENT IN CHILD FITNESS AREA, MODEL NO. 27040.

4. REST AREAS ALONG FITNESS TRAIL TO BE FURNISHED WITHLANDSCAPE FORMS SHADOWLINE BENCHES.

5. ALL LITTER RECEPTACLES ON SITE ARE TO BE LANDSCAPE FORMSGRETCHEN LITTER RECEPTACLES.

10

12

3

4

56

7

89

11

12

13

14

15 16

1718

FITNESS TRAIL LEGEND

1. LEG-KICK2. VAULT-OVER3. SIT-UP4. PUSH-OFF5. LEG-OVER6. ARM-WALK7. HIP-FLEX8. BEAM-WALK9. BODY-PULL

10. TOE-REACH11. TOE-TOUCH12. KNEE-GRIP13. STRADDLE-JUMP14. HOP-OVER15. LEG-FLEX16. ARM-STRETCH17. BODY-TUCK18. HEEL-FLEX

S 68

°-0'

-0"

E (3

85'-4

")

N 6

8°-0

'-0"

W (3

55'-4

")

S 22°-0'-0" W (420'-0")

POB

BASE A224'-0" TO CL OFDOORWAY

N 6

2°-0

'-0"

WALIGN ENTRY @ TANGENTTO ROADWAY ARC

CL

CL

CL

R10'-0"R10'-0"

ROW

5'

37'-0"

40'-0"

R120'-0"

25°

R76'

R57'-0"

20'-0"

23°

41°

25°

R100'-0" 21°

177'-0"

37'-0" R20'-0"

76°

R20'-0"

R140'-0"

20'-0"R3

0'-0

"37°

R10'-0"4°

TYP D

CL

CL

CL

CL

CL

CL

12'-6"131°

139°

48'-0

"R7'-6"

R10'-0"

R24'-0

"

70°

R36'-0"

135°

SPACE BOLLARDS5'-0" @ CENTERTYP

CL

CL

CLR10'-0"

CL

60°

45°

45°57°

20°

14°6°

41°

15°

26°

10°

40°

40°10°

40°

40°

10°

40°

40°11'-0" 12'-6" 12'-6"

42°

R39'-6"

R56'-0"

R17'-0"8'-0"32

°

52'-0"

76'-0"

41°

53'-6

"

R85'-0"

R85'-0"

R20'-0

"

8'-0"

R14'-0"1'-0"

R10'-

0"

8'-0"

R89'-0"

R48'-0"R42'-0"

R72'-0"

R89'-0"

34°30°

120°

R42'-0

"

R25'-6

"

R72'-0"

R25'-6"

R46'-0

" R46'-0"

TYP A

R262

'-0"

R262'-0"

R72'-

0"

24°

16° 10°

40°

40°

10°

40°

40°

10°

40°

18° 20°

R262'-0"

R54'-0"R50'-0"

R5

4'-0

"

R50'-0"

R50'-0"R54'-0"

TYP A

TYP ATYP A

TYP A

TYP A

TYP A

TYP A

TYP ACL

R49'-0"

R45'

-0"

R49'-0"R45'-0"

R49'-0"R45'

-0"

45'-6"

41'-0

"

41'-0"41'-0

"

R66'-0

"

R37'-0"

R62'-0"

20'-0

"

17'-6"R11'-0"

4'-0"

R28'-6"

R3'-0"

R10'-0"

5'

4' 4'

R3'-0"

5'MIN

ROW

FOW

10'-5"

R20'-0"

TYP B

22'-6

"

13'-6"TYP B

9'-0"

24'-0

"

9'-6"

12'-6

"

12-6

"TY

P B

134°

BASE B@ CL OFDOORWAY

R14'-0

"R14'-0"

R14'-0"

R14

'-0"

R14'-0"

R14'-0

"R14'-0"

R14'-0

"

BULL LEA RD.

5'5'

CL

R40'

8°

27°

TYP

C

R15'-0"

R20'-0"

10'-0

"

UTILITY EASEMENT10'-0" OFFSET FROMPROPERTY LINE

5'

5'

R24'-0

"

R10'-0"

R10'-0"10

'-0"

18'-0

"

25'-0

"7'-

0"

30'-0"

92'-0"

FOW

FOW

7'-6"7'-6"

R24'

-0"

R10'

-0"

98°

OFFSET FL 15'-0"FROM CURB

OFFSET FL 15'-0"FROM ROW

52'-0"

45°

R25'-0

"

12'-0"TYP B

CL

R17'-6"

33'-6"

109°

R14'-0"

22'-0"

88'-0"

R10'-0"

26'-6"

90°

C

C

C C

C

D

D

D

D

D

6'

6'

30'-0

"

CONCRETE WALLTO END AT DASH

CL

CL

40°

30°

30°

30'-0

"

12'-0"12'-0"

30'-0

"

134°

CL

CL

CL

CL

144'-0"

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582-

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Em

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A

mci

222@

uky.

edu

SHEET

10/11/13

10/11/13

03 2013

AMC

DATE IN:

DATE DUE:

JOB:

DRAWN BY:

NOTES

REVISION

no. date by

20'10' 40' 60'

SCALE: 1" = 20'-0"

GENERAL NOTES:

1. EXISTING CONDITIONS ARE DERIVED FROM A PLAN BY PEHENGINEERS, 620 EUCLID AVE. LEXINGTON, KY, SITE PLAN,DATED JUNE 1993, AND NUMBERED 2 OF 8.

2. FOR DIMENSIONS OF BUILDING SEE ARCHITECTURALDRAWINGS.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THEGROUND. ANY DISCREPANCIES MUST BE REPORTEDIMMEDIATELY TO THE LANDSCAPE ARCHITECT FORDECISION.

4. THE EXACT LAYOUT OF THIS AREA SHALL BE DETERMINEDON THE GROUND BY THE LANDSCAPE ARCHITECT.

5. DO NOT SCALE FROM DRAWING.6. POB = POINT OF BEGINNING.7. FOW = FACE OF WALL.8. ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.9. ALL CURBS ARE 6" UNLESS OTHERWISE NOTED.10. ALL WALKWAYS IN FRONT OF BUILDING ARE A WIDTH OF

6'-0" UNLESS OTHERWISE NOTED.11. ALL WALKWAYS IN REAR OF BUILDING ARE A WIDTH OF

8'-0" UNLESS OTHERWISE NOTED.12. ALL RADII ARE 5'-0" UNLESS OTHERWISE NOTED.13. BOLLARDS ARE TO BE SPACED NO MORE THAN 5'-0" ON

CENTER.14. TYPICAL CONCRETE STRIP WIDTH AROUND FITNESS

STATIONS IS TO BE 1'-0" INDICATED AS TYP A.15. TYPICAL FENCE POST SPACING IS TO BE 12'-0" ON CENTER

AND INDICATED AS TYP B UNLESS OTHERWISE NOTED.16. FENCE LINE IS TO BE PLACED ADJACENT TO PROPERTY

LINE UNLESS OTHERWISE NOTED.17. PARKING LINES TO SPACED PER ANGLE NOTED. 6 SPACES

EACH FOR TYP C AND 6 SPACES EACH FOR TYP D.18. PARKING LINES ARE TO BE PAINTED AT 6" OFFSET FROM CL.

GENERAL LEGEND:

PROPERTY LINE

UTILITY EASEMENT

PROPOSED FENCE

PROPOSED WALL

SYMBOLS & ABBREVIATIONS:

C CENTERLINE

FL FENCE LINE

POB POINT OF BEGINNING

FOW FACE OF WALL

TYP TYPICAL

L

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LP 961.7

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LP 955.6

LP 953.6

LP 958.6

LP 957.6LP 960.6

LP 963.6

LP 955.4

HP 967.4

HP 967.4

HP 954.5

HP 956.4

HP 959.4

HP 968.5

HP 969.5

HP959.4

LP 957.6

HP954.4

HP958.4 HP

961.4

HP963.7

HP969.5

HP960.5

LP 957.6

HP 957.5

HP962.5

HP959.6

HP958.6

HP 959.5

HPS963.7

HPS965.7

LP965.6

LP960.5

HP962.5

HP962.8

HP962.8

HP 964.4

HP 964.4

HP 966.05

HP 966.5

FFE962.8

962.8

962.3

962.3

962.3

962.3

962.8

962.3

962.8

961.7

961.7

961.8

961.8

958.2

958.2

958.2

958.2

HP 959.6

960.4

960.4

962.4

962.4

963.6

963.6

963.1

963.3

961.3961.5

963.2961.4

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958.5

957.5

957.5

956.6

956.6 956.6

956.6

963.3963.3

964.3

964.3

965.3

965.3

964.8

964.6

965.5965.7

964.7

964.5

965.3

965.3

964.3

964.3

958

959.2

959.2

959.2

959.2

TW 965.2TW 965.2

TW 960.2

TW 961.2

TW 962.2

TW 960.2

TW 961.2

TW 962.2

TS 961.7TS 960.7TS 959.7

TS 959.7

TS 960.7TS 961.7

962.2

962.2

DI 958.4

DI 956.6

DI 956.2

DI 958.7DI 962.1

DI 961.3

DI 959.1

DI 962.4

CB 961.7

CB 962.5

CB 961.6

CB 961.5

DI 960.7

DI 960.7

CB 962.8963.8

963.8

963.2

963.6

HP962.5

HP962.5

HP965.5

HP967.5

HP965.5

HP964.5

LP 962.6

BW 960.3

BW 961.3

BW 959.4

BW 959.4

BW 960.3

BW 961.3

962.8

962.8

HP964.4

HP 966.5

HP 967.5

962.4

956.6DI 956.2

DI 956.2

DI 956.2

963

963

964.7

960.8

963.4

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962.2

961.9

961.9

962.7

960.2

BF 962.6

BF 965.4

BF 964.3

BF 962.4

BF 964.8

BF 964.8

BF 961.7BF 962.7

BF 961.4

962.2

962.6 962.4

963.8

960.2

960.6

957.7957.3

963.1

963.5

964.5

964.1

964.1

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965.5

965.1

965.1

965.5

TW 959.6

TW 959.6

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DI 946.8

DI 959.3

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uky.

edu

SHEET

11/01/13

11/01/13

03 2013

AMC

DATE IN:

DATE DUE:

JOB:

DRAWN BY:

NOTES

REVISION

no. date by

20'10' 40' 60'

SCALE: 1" = 20'-0"

GENERAL NOTES:

1. ALL CURBS TO BE 6" HIGH UNLESS OTHERWISE NOTED.2. REFER TO "KENTUCKY BEST MANAGEMENT PRACTICES"

FOR CONSTRUCTION ACTIVITIES MANUAL.3. ALL SILT CONTROL DEVICES ARE TO BE INSTALLED BEFORE

ANY SITE CLEARANCE OR EXCAVATION HAS BEGUN. SILTCONTROL SHALL BE MAINTAINED UNTIL CONSTRUCTION ISCOMPLETE, AND UNTIL TURF HAS BEEN INSTALLED ANDESTABLISHED.

4. ALL SOIL STOCKPILES, IF LEFT UNDISTURBED FOR MORETHAN 14 DAYS, SHALL BE COMBINED WITHIN A SILT FENCEAND TEMPORARILY SEEDED TO PREVENT EROSION.

5. NO MUD SHALL BE TRACKED UNTO PUBLIC ROADWAYS, IFSO IT SHALL BE REMOVED.

6. ALL STORM SEWER INLETS SHALL BE PROTECTED FROMSILT, MUD, AND OTHER DEBRIS THROUGHOUTCONSTRUCTION.

7. MEET AND MATCH ELEVATIONS OF EXISTING PAVEMENT.THE CONTRACTOR SHALL VERIFY THAT PROPOSEDIMPROVEMENTS WILL BLEND SMOOTHLY INTO EXISTINGFEATURES. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELYOF ANY DISCREPANCIES.

8. THE CONTRACTOR SHALL VERIFY THAT ALL AREAS DRAIN,INCLUDING PAVED AREAS, SWALES, AND PROPOSED STORMSYSTEMS. SHOULD ANY AREA NOT DRAIN, THECONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECTFOR RESOLUTION.

9. THE CONTRACTOR SHALL ENSURE THAT MINIMUM 2%SLOPE IS MAINTAINED ON ALL PAVED AND UNPAVEDAREAS.

10. ALL LANDSCAPE AREA TO BE FILLED WITH 12" TOPSOIL(MINIMUM) AND BE SLOPED TO DRAIN.

11. REFER TO SPECIFICATIONS FOR TYPE AND ILLUSTRATIONOF ALL STORM INLETS AND PIPE.

12. USE FLOWABLE FILL OVER STORM PIPES WHEN TRENCHINGOCCURS UNDER WALL FOOTINGS. FLOWABLE FILL TO BE ASWIDE AS WALL FOOTER.

13. THE CONTRACTOR SHALL NOT INCORPORATE ANYEXCESSIVELY WET OR ORGANIC MATERIAL INTO ANY FILLAREA. REFER TO EARTHWORK SPECIFICATIONS.

14. USE EXTREME CAUTION WHEN TRENCHING OREXCAVATING IN THE AREA OF THE SANITARY SEWER LINE.

15. PRIOR TO INSTALLATION, THE CONTRACTOR IS TO CHECKAND CONFIRM THAT ALL PROPOSED STORM SYSTEMELEVATIONS AND SLOPES WILL FUNCTION CORRECTLY.

16. ALL EXCAVATION AND FILL AREAS SHALL BE STRIPPED OFTOPSOIL, WHICH IS TO BE STOCKPILED ON SITE ANDREDISTRIBUTED TO AREA THAT WILL BE RESEEDED.TOPSOIL STOCKPILES SHALL BE PROTECTED WITH SILTFENCE OR OTHER EROSION CONTROL MEASURES. ANYUNSTABLE MATERIAL ENCOUNTERED DURINGEXCAVATION OPERATIONS SHOULD BE REMOVED ANDREPLACED WITH PROPERLY COMPACTED ENGINEEREDFILL.

17. ESTABLISH THE LOCATION OF ALL UTILITY LINES PRIOR TOEXCAVATION. CALL 811 BEFORE YOU DIG.

GENERAL LEGEND:

EXISTING CONTOUR

PROPOSED CONTOUR

DRAINAGE INLET


FFE FINISH FLOOR ELEVATIONTW TOP OF WALLBW BOTTOM OF WALLTS TOP OF STEPBF BOTTOM OF FENCEHP HIGH POINTHPS HIGH POINT ON SWALELP LOW POINTCB CATCH BASINDI DRAIN INLET

1 11/11/13 AMC

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CB3RE 961.7INV out 958.8

CB1RE 962.5INV out 959.5

CB2RE 962.8INV in CB1 958.8INV out 958.7

CB4RE 961.6INV in CB2 957.8INV in CB3 958.0INV in DI10 958.0INV out 957.45

DI9RE 960.7INV out 959.0

CB5RE 961.5INV in CB4 956.75INV in RD1 957.3INV out 956.65

HW1INV 954.85

RD1INV 958.1

RD2INV 960.1




HW2INV 954.85

DI12RE 956.2INV out 954.45

DI13RE 956.2INV out 954.45



HW3INV 954.25






70'-0" 12" RCP @ .0190'-0" 12" RCP @ .01

80'-0

" 12"

RCP @ .0

1

70'-0" 15" RCP @ .01

180'-0" 15" RCP @ .01

40'-0" 4" PVC @ .02

50'-0" 6" PVC @ .01

76'-0" 6" PVC @ .01

RUN TO EXISTINGSTORM OUTLET

RE 946.8

RUN TO EXISTINGSTORM OUTLET

953

952

951

950

949948947

INV 960.7

INV 957.1INV 956.9 INV 960.3

INV 959.5

INV 958.2

INV 960.3

RE 959.3

INV 958.85

958

959

35'-0" 12" PVC @ .01

35'-0" 8" PVC @ .01

45'-0" 12" PVC @ .01

29'-0" 6" PVC @ .01

25'-0" 4" PVC @ .01

105'-0" 8" PVC @ .01

30'-0" 8" PVC @ .01 18'-0" 4" PVC @ .01

10'-0" 4" PVC @ .05

POOL ELEVATION952.6

FREEBOARD953.23

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614-

582-

1741

Em

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A

mci

222@

uky.

edu

SHEET

11/11/13

11/11/13

03 2013

AMC

DATE IN:

DATE DUE:

JOB:

DRAWN BY:

NOTES

REVISION

no. date by

20'10' 40' 60'

SCALE: 1" = 20'-0"

GENERAL NOTES:

1. 2' COVER OVER 12"-15" RCP (BIG SYSTEM)2. 1' COVER OVER 6"-12" PVC (SMALL SYSTEM)3. CALCULATIONS INCLUDED ON ATTACHED SHEETS

DETENTION INFORMATION:

DETENTION BASIN: PROPOSED - EXISTING RUN-OFF15.31 CFS - 7.31 CFS = 8 CFS8CFS x 3600 = 28,000 CU FTPOOL ELEVATION = 952.610% CONTINGENCY = (+) 2,800 CU FT

GENERAL LEGEND:

SMALL DRAINAGE PIPE

LARGE DRAINAGE PIPE

DRAINAGE INLET


CB CATCH BASINDI DRAINAGE INLETHW HEADWALLINV INVERT ELEVATIONINV in ENTERING INVERT ELEVATIONINV out EXITING INVERT ELEVATIONRD ROOF DRAINRE RIM ELEVATIONPVC POLYVINYL CHLORIDE PIPERCP REINFORCED CONCRETE PIPE

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CIRCUIT A

CIRCUIT BCIRCUIT C

CIRCUIT F

CIRCUIT E

CIRCUIT G

CIRCUIT H

CIRCUIT I

CIRCUIT M

CIRCUIT J

CIRCUIT K

CIRCUIT LTRANSFORMER

UTILITY EASEMENT

MAIN LIN

E

MAIN LINECIRCUIT D

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SHEET

11/20/13

11/20/13

03 2013

AMC

DATE IN:

DATE DUE:

JOB:

DRAWN BY:

NOTES

REVISION

no. date by

20'10' 40' 60'

SCALE: 1" = 20'-0"

GENERAL NOTES

1. ***CALL BEFORE YOU DIG*** KENTUCKY UTILITIES COMPANY811.752.6007

2. REFERENCE PHILIPS-GARDCO FOR INSTALLATION AND LIGHTINGSPECIFICATIONS

3. CONTRACTOR SHALL COORDINATE ALL LIGHTING AND ELECTRICALOPERATIONS WITH KENTUCKY UTILITIES.

4. ALL FIXTURE LOCATIONS ON CONSTRUCTION DOCUMENT AREAPPROXIMATE; CONTRACTOR SHALL BE RESPONSIBLE FORMAINTAINING MINIMUM FOOTCANDLES FOR ALL AREAS

LIGHTING SCHEDULE:

CIRCUIT A7 FIXTURES x 130 W = TOTAL LOAD 910 W910 W / 120 V = 7.6 AMPS425' OF WIRE NEEDED#4 AWG : VOLTAGE DROP PER 100' OF COPPER WIRE = .04179(7.6 AMPS x .04179)/4.25 = .07 PER 100' OF #4 COPPER WIRE.07 < 2.4V OR 2% MAXIMUM VOLTAGE LOSS PERMITTED#4 AWG ON CIRCUIT A

KEY - ISOLINES:

GENERAL LEGEND:

LIGHT FIXTURE UTILITY EASEMENT

ISOLINE CONDUIT

ELECTRIC LINE


FC FOOT CANDLES

50 FC

25 FC3 FC

1.5 FC

3 FC

1.5 FC

3 FC

1.5 FC

3 FC1.5 FC

3 FC1.5 FC 3 FC

1.5 FC

1 11/24/13 AMC

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3 BP

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3 CK

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47 CA

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34 AC

9 AC13 AC

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mci

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edu

SHEET

11/25/13

11/25/13

03 2013

AMC

DATE IN:

DATE DUE:

JOB:

DRAWN BY:

NOTES

REVISION

no. date by

20'10' 40' 60'

SCALE: 1" = 20'-0"

GENERAL NOTES:

1. ALL LANDSCAPE MATERIALS SHALL BE APPROVED BY THELANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

2. ALL PLANT MATERIAL AND INSTALLATION PROCEDURES SHALLCONFORM TO THE MINIMUM ACCEPTABLE STANDARDS SET BY THEAMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARDSFOR NURSERY STOCK , ANSI Z60, 1, 2007.

3. THE CONTRACTOR SHALL ASCERTAIN THE LOCATIONS OF ALLUNDERGROUND UTILITIES AND ASSUME RESPONSIBILITY FOR ANYDAMAGES AS A RESULT OF SUCH OPERATION.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM ALLMATERIAL QUANTITIES. IN THE CASE OF A DISCREPANCY, THEQUANTITIES SHOWN ON THE PLAN SHALL TAKE PRECEDENCE.

5. MULCH ALL LANDSCAPE BEDS TO A DEPTH OF 2".6. PLANTING CONTAINERS, PLASTIC WRAP, AND/OR WIRE BASKETS

SHALL BE REMOVED FROM THE PLANT PRIOR TO PLANTING.7. PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANT BEDS

IMMEDIATELY PRIOR TO PLACEMENT OF MULCH FOR WEEDCONTROL.

8. CALIPER MEASUREMENTS FOR CLUMP AND MULTI-STEM TREES TO BEAN AVERAGE OF REQUIRED TRUNKS.

9. ALL PLUGS IN WETLAND AREAS ARE TO BE DISTRIBUTED EVENLYCORRESPONDING TO GIVEN PERCENTAGE.

GENERAL SEEDING NOTES:

1. ALL AREAS NOT PLANTED OR MULCHED SHALL BE SEEDED WITH AMIXTURE OF REBEL OR FALCON TALL FESCUE AT A RATE OF 6POUNDS PER 1000 SQUARE FEET.

2. MULCH SEEDED AREA WITH CLEAN, WEED-FREE STRAW AT A RTE OFONE BALE PER 1000 SQUARE FEET.

PLANTING SCHEDULE:

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A-3

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A-53/4" 15

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edu

SHEET

12/06/13

12/06/13

03 2013

AMC

DATE IN:

DATE DUE:

JOB:

DRAWN BY:

NOTES

REVISION

no. date by

20'10' 40' 60'

SCALE: 1" = 20'-0"

GENERAL NOTES:

1. ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLIDCOPPER.

2. ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN CLASS200 PVC SLEEVES, WHETHER OR NOT SHOWN.

3. REFER TO IRRIGATION CIRCUIT SCHEDULE WHEN PROGRAMMINGCONTROLLER.

4. VALVE KEY:

GENERAL LEGEND:

3/4" METER

RAINBIRD ESP-LXD DECODER CONTROLLER

FEBCO 850 - 1 1/2" BACKFLOW

RAINBIRD 150-GB 1 1/2" (40/49) VALVE

RAINBIRD 075-DV 3/4" (20/27) VALVE

RAINBIRD FALCON 6504 SERIES ROTOR

RAINBIRD RD1800 SERIES SPRAY

SCH 40 1 1/2" PVC

SCH 40 3/4" PVC

RAINBIRD XFS SUBSURFACE DRIPLINE

FLOW CALCULATIONS:

65 PSI AVAILABLE AT CITY MAIN2.2 PSI LOSS FROM 3/4" SCH K COPPER6 PSI LOSS FROM 3/4" METER

56.8 PSI AVAILABLE FROM METER

4.83 PSI LOSS FOR EVERY 100' OF 1.5" SCH 40 PVC175' 1.5" SCH 40 PVC FROM METER TO CONTROL4.83 x 1.75 = 8.45 PSI LOSS

1 PSI GAIN/LOSS FOR EVERY 2.31' ELEVATION CHANGE5.5' ELEVATION DROP FROM METER TO CONTROL5.5/2.31 = 2.38 PSI GAIN

50.73 PSI AVAILABLE AT CONTROL

80% = .8 x 50.73 = 40.58 PSI AVAILABLE TO SYSTEM (WORKING PRESSURE)

IRRIGATION CIRCUIT SCHEDULE:

CONTROLLER LETER

VALVE SIZE GALLONS PER MINUTE

STATION NUMBER

working drawing package

Documents

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child fitness area

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