HomeMy WebLinkAboutB17-0068_IR1.01_1498501168.pdfPROJECT NUMBER
ISSUE DATE
SHEET TITLE
SHEET NO.
KEY PLAN
IR1.01
Irrigation Plan
14054.1
CHAMONIX - VAIL
TOWN OF VAIL
PERMIT SET
MAY 23, 2017
TOWN STAMP
HIGH
ROAD
LOW ROAD
HIGH
ROAD
LOW ROAD
Description Date
L
OT
1
8
L
OT
1
7
L
OT
1
6
L
OT
1
5
L
OT
1
4
L
OT
B
FILING No. 1
A RESUBDIVISION OF VAIL DAS SCHONE
11g
12g
2 EXTRA WIRES
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
4" SLEEVE
IRRIGATION NOTES
LATERAL CLASS 200 PVC 1" UNLESS NOTED
1" CL200 PVC LATERAL FOR SUBSURFACE OR DRIP
BLU BLK BLU BLK
AVERAGE RUN TIME PER WEEK DRIP 8HRS
PEAK RUN TIME PER WEEK DRIP 12HRS
4
4
3
8976 GALLONS
13,050 GALLONS
11
3
3
3
3
3
3
3
3
3
AVERAGE RUN TIME PER WEEK TURF 7HRS
PEAK RUN TIME PER WEEK TURF 9HRS
3630 Osage St; Denver, CO9 80211
POC (POINT OF CONECTION) AND REDUCED PRESSURE BACKFLOW HAS A 13 PSI LOSS.
10-9-14
5/9/17
2" + 4" SLEEVE
2" + 4" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
2" + 4" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
3" SLEEVE
1.5" CLASS 200 PVC
SCH 40 AS NOTED
3/4" UV POLYETHYLENE DRIP PIPE
C
HUNTER WIRELESS RAIN/FREEZE ON ROOF
S
WATER USE TABLE CHAMONIX
2. IRRIGATION WATER IS SUPPLIED OFF OF A STAND ALONE 3/4" IRRIGATION METER.
3. THE BACKFLOW PREVENTER SHALL BE OF THE REDUCED PRESSURE TYPE.
4. MAINLINE SHALL BE DRAINABLE AND THE ENTIRE SYSTEM SHALL BE
BLOWNOUT PRIOR TO WINTER TEMPERATURES.
5. THE MAXIMUM ZONE SHALL NOT EXCEED 12 GALLONS PER MINUTE(GPM)
1. THE IRRIGATION SYSTEM UTILIZES POPUP MP ROTATORS FOR TURF AND A DRIP
8. SYSTEM UTILIZES A RAINBIRD ESP-LX 12 STATION CONTROLLER.
6. SYSTEM SHALL UTILIZE A RAIN SENSOR CAPABLE OF ADJUSTING AND/OR
OVERIDING REGULAR PROGRAMMING OF THE CONTROLLER.
9. THE DRIP SYSTEM SHALL CONSIST OF ONE 1 GALLON PER HOUR(GPH) EMITTER PER
1 GALLON SHRUB, TWO 1 GALLON EMITTERS FOR EACH 5 GALLON SHRUB AND FOUR TO
SIX 1 GPH EMITTERS FOR EACH TREE DEPENDING ON SIZE AND TYPE.
10. REFER TOWN OF VAIL DESIGN AND CONSTRUCTION STREETSCAPING STANDARDS.
11. REFER TO THE CIVIL ENGINEER DRAWINGS FOR GRADING AND UTILITY INFORMATION.
SYSTEM SHALL BE EQUIPPED WITH RAIN/MOISTURE SENSORS.
SHALL BE REPORTED TO THE CONSULTANT PRIOR TO ONSET OF CONSTRUCTION.
7. SYSTEM IS DESIGNED FOR 70PSI. PRESSURE IS REPORTED TO BE 102 PSI
AND IS THE LARGEST ZONE.
A WRITTEN REPORT SHALL BE SENT TO CONSULTANT MEASURING STATIC
WATER PRESSURE PRIOR TO START OF IRRIGATION CONSTRUCTION.
AS PER ERWSD 5-4-17 . ANY DEVIATION TO REPORTED PRESSURE
SYSTEM FOR PLANTINGS. ALL TREES IN NATIVE/DRYLAND TURF SHALL BE DRIPPED.
NO IRRIGATION IS PROVIDED FOR NATIVE/DRYLAND TURF. LANDSDAPE CONTRACTOR
SHALL BE RESPONSIBLE VIA SUPPLIMENTAL WATERING OR NATUAL MOISTURE TO
ESTABLISH AN ACCEPTABLE STAND OF TURF.
IRRIGATION LEGEND
DRIP END FLUSH ASSEMBLY
RAINBIRD OPERIND (ONE PER DRIP ZONE)
N/S
N/S
C
S
M
3/4" IRRIGATION WATER METER
1" REDUCED PRESSURE BACKFLOW WITHIN ENCLOSURE
16 STATION CONTROLLER
RAIN SENSOR
LINE SIZE ISOLATION VALVE
#1
#2
#3
3G
#4
3G
#5
3G
#6
3G
#7
4G
#8
3G
#10
3G
#9
3G
#12
3G
#14
4G
#11
3G
#13
3G
2 EXTRA WIRES
2 EXTRA WIRES
PVC DRIP MAIN TO POLY DRIP LATERAL
CHAMONIX
2-3 DRIP VALVES MAY RUN SIMULTANIOUSLY
ALL ABOVE GALLONS AND TIMES ARE AFTER 1ST YR NATIVE SEED ESTABLISHMENT
IRRIGATION PLAN BY
IRRIGATION PLAN BY
MP 3
40
1.80
SOD
1.28
ZONE# HEADS GPM
OPER
PSI
RATE
PRECIP
PER WK
AVERAGE
PER WK
# DAYS
PLANT
TYPE IN/HR
IN
PERWK
MIN
AVR.
AVERAGE
GALLONS
WEEKLY
PEAK
IN
PEAK
MIN
PEAK
GALLONS
PER WEEK
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
MP 3
40
1.80
SOD
1.28
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
D DRIP
25
2
.35 .68 120
1.00
180
HUNTER MP ROTATORS W /HUNTER PROS-06-PRS40-CV
*
*
*
*
*
*
*
*
*
*
WATER ENGINEERING, INC
17337 W. 53RD DR.
GOLDEN, COLORADO 80403
(303) 618-6307
CONTACT: TOM CARROLL
Water
EPA
PARTNER
Sense
SM
WATER ENGINEERING, INC
17897 W. 53RD DR.
GOLDEN, COLORADO 80403
(303) 618-6307
CONTACT: TOM CARROLL
Water
EPA
PARTNER
Sense
SM
.40
270
2304
3240
12
192
1
3
4
5
6
7
8
9
2
AVERAGE GALLONS PER WEEK
PEAK SEASON GALLONS PER WEEK
480
720
480
720
360
540
10
12
15
16
13
14
.40
270
2112
2970
11
192
360
540
360
540
360
540
360
540
360
540
360
540
360
540
360
540
360
540
MAR
MAR
MAR
MAR
MAR
MAR
BLK
BLU
BLU
BLU
BLU
BLU
BLU
BLU
BLU
MAR
MAR
MAR
MAR
MAR
MAR
MAR
BLK
BLK
MAR
MAR
MAR
MAR
MAR
MAR
MAR
MAR
MAR
Symbol
Rain Bird XCZ-075 PRF DRIP VALVE
RAINBIRD PEB-100
DRIP
MAINLINE
SLEEVES
Description
RAINBIRD ESP-LXME 16
RAINBIRD #33 QUICK COUPLER
FEBCO 825YA 1" RP BACKFLOW W/ENCLOSURE
HB
HB
HB
HB
HB
QC
QC
QC
QC
QC
QC
QC
1" = 30'
O 15 30 60 90
1" = 30'
O 15 30 60 90
06/26/17