104TH AVE. - City of Thornton€¦ · ir-1.1 1" = 16' (30"x 42" paper) 104th ave. s water...
2
WORKSHEET IRRIGATION SUMMARY TOTAL WEEKS PER IRRIGATION SEASON: TOTAL GALLONS PROVIDED BY ALL ZONES/YR: TOTAL WEEKLY GALLONS PROVIDED BY ALL ZONES: 22 428,726 Client: Printed 1/4/18 at 10:35 AM CIVIL ENGINEER Entitlement & Engineering Solutions 518 17th Street, Suite 1575 Denver, CO 80202 303-572-7997 MEP ENGINEER Boulder Engineering 1717 15th St. Boulder, CO 80302 303-444-6038 STRUCTURAL ENGINEER KL&A, Inc. 1717 Washington Avenue, Suite 100 Golden, CO 80401 303-384-9910 Project: Scale: Job#: 1423 4220 EAST 104TH AVE. THORNTON, CO 80233 104th AND COLORADO - CROSSING POINTE LANDSCAPE ARCHITECT Outside L.A., LLC Steamboat Springs, CO Boulder, CO 303-517-9256 ADAMS COUNTY HOUSING AUTHORITY 7190 COLORADO BLVD COMMERCE CITY, CO 80022 303-227-2075 IRRIGATION PLAN - NORTH IR-1.1 1" = 16' (30"X 42" PAPER) 104TH AVE. S WATER ENGINEERING, INC 17337 W. 53RD DR. GOLDEN, COLORADO 80403 303-618-6307 FAX 303-474-3100 [email protected] IRRIGATION PLAN BY CID # 4112 02 Bid Set 01/05/18 18g 17g LATERAL CLASS 200 PVC 1" UNLESS NOTED BLU BLK BLU BLK LAWN AVERAGE RUN TIME PER WEEK 16HRS LAWN PEAK RUN TIME PER WEEK 23HRS 18g 16g IRRIGATION NOTES 3G 1.5" CLASS 200 PVC CLASS 200 AS NOTED 3/4" UV POLYETHYLENE DRIP PIPE N/S RAINBIRD OPERND ON PER DRIP ZONE N/S HUNTER WSS WIRELESS SOLAR SYNC WATER USE TABLE 4220 E 104TH AVENUE WATER USE CHARTS HUNTER HFS W/FCT-150 FLOW SENSOR C S M F 2-4" + 1-2" SLEEVE 4" + 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 1-4" + 2-2" SLEEVES 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVES 2" SLEEVES 2" SLEEVES 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVES 2" +4" SLEEVE 2" +4" SLEEVE 2" +4" SLEEVE 2" SLEEVES 2" SLEEVES 1.25" 1.25" 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 2" SLEEVE 2-2" =1-4" SLEEVES 2-2" =1-4" SLEEVES 2-2" =1-4" SLEEVES 1" 1" 1.5" 1.5" 1.5" 1.5" C S M F W /HUNTER PROS-06-PRS40-CV CONTROLLER NOTE: ALL CONTOL SYSTEM INSTALLATION SHALL FOLLOW THE HUNTER DECODER DESIGN GUIDE WITH INSTALLATION AND MATERIALS 2#14 UF WIRES SHALL BE RUN THE ENTIRE MAINLINE LENGTH ALS WELL AS THE TWISTED WIRE SPECIFIED FOR COMMUNICATION. 1.5" ID NAME DATE end of drip 4g 4g end of drip 4G 2 EXTRA WIRES 2 EXTRA WIRES 4G IRRIGATION LEGEND DRIP END FLUSH ASSEMBLY 5g #1 #2 #3 #4 #5 #6 #7 #8 #9 #10 #11 3g 10. REFER TO CITY OF THORNTON DESIGN AND CONSTRUCTION STREETSCAPING STANDARDS. AS PER JOE FERDIG (LOW HGL) ELEV AT TAP 5188'. WATER UTILITY, 7-20-17. 6. SYSTEM IS DESIGNED FOR 68PSI. PRESSURE IS REPORTED TO BE 70 PSI 2. IRRIGATION WATER IS SUPPLIED WITH A 1" TAP OFF THE 2" BUILDING SERVICE. 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 18 GALLONS PER MINUTE(GPM) 1. THE IRRIGATION SYSTEM UTILIZES MP ROTATORS FOR TURF AND A DRIP SYSTEM FOR PLANTINGS. AND IS THE LARGEST ZONE. TO THE CONSULTANT PRIOR TO ONSET OF CONSTRUCTION. A WRITTEN REPORT SHALL BE SENT TO CONSULTANT MEASURING STATIC WATER PRESSURE PRIOR TO START OF IRRIGATION CONSTRUCTION. ANY DEVIATION TO REPORTED PRESSURE SHALL BE REPORTED 8. SYSTEMS UTILIZES A HUNTER I-CORE DUAL CONTROLLER. 7. SYSTEM SHALL UTILIZE A RAIN/FREEZE 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. 11. REFER TO THE CIVIL ENGINEER DRAWINGS FOR GRADING AND UTILITY INFORMATION. SYSTEMS SHALL BE EQUIPPED WITH HUNTER SOLAR SYNC SENSOR. ZONE# HEADS GPM OPER PSI RATE PRECIP PER WK AVERAGE PER WK # DAYS PLANT TYPE IN/HR IN PER WK MIN AVR. AVERAGE GALLONS WEEKLY PER WEEK PEAK IN PEAK MIN PER WEEK PEAK GALLONS PER WEEK MP 3 40 1.80 SOD 1.28 MP 3 40 1.80 SOD 1.28 MP 3 40 1.80 SOD 1.28 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 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 HUNTER MP ROTATORS 7 8 9 10 12 11 13 16488 Water EPA PARTNER Sense SM 1 3 4 5 6 16488 22950 AVERAGE GALLONS PER WEEK PEAK SEASON GALLONS PER WEEK 2 .40 270 3264 4590 17 192 .40 270 3456 4860 18 192 .40 270 3072 4320 16 192 .40 270 960 1350 5 192 360 540 480 720 .40 270 3456 4860 18 192 4 3 480 720 4 480 720 4 480 720 4 BLK B L K MAR MA R MA R MAR MAR MAR MAR M A R M A R O L I O L I MAR BLK B L K B L K B L K BLK BLK BLK RED RED RED MAR M A R MAR MAR MAR MAR MAR M A R MA R MA R MA R MA R MA R MA R MA R MA R M A R M A R M A R M A R M A R M A R M A R M A R O L I O L I O L I O L I O L I O L I O L I O L I O L I MAR MA R MA R MA R B L K B L K B L U BLU BL U B LU B L K BLU MAR MAR MAR MAR M AR MAR MAR MAR MAR OLI OLI BL K BLK BLK B L K BLK BLK BLK BLK RED BL K BLK BL K MAR M A R MAR MA R MAR M AR MAR M A R MAR M A R MAR M A R B L K BLK BLK B L K BLK B L K BLK B L K M A R M A R M AR MAR M A R BLU BLU MAR MAR MAR O L I Symbol Rain Bird XCZ-075 PRF DRIP VALVE RAINBIRD DV-100 DRIP MAINLINE SLEEVES Description RAINBIRD #33 QUICK COUPLER FEBCO 825Y- 1" RP BACKFLOW W/ENCLOSURE HUNTER I-CORE DUAL 2 WIRE(SEE NOTE BELOW) RAINBIRD PEB-100 MASTER VALVE HOSE BIB FOR GARDEN QC QC QC QC QC QC HB HB 0 8 16 32 48 1" = 16' 0 8 16 32 48 1" = 16'
Transcript of 104TH AVE. - City of Thornton€¦ · ir-1.1 1" = 16' (30"x 42" paper) 104th ave. s water...
WORKSHEETIRRIGATION SUMMARY
TOTAL WEEKS PER IRRIGATION SEASON:
TOTAL GALLONS PROVIDED BY ALL ZONES/YR:
TOTAL WEEKLY GALLONS PROVIDED BY ALL ZONES:
22428,726
1"=30'1
Client:
Printed 1/4/18 at 10:35 AM
CIVIL ENGINEER
Entitlement & Engineering
Solutions518 17th Street, Suite 1575
Denver, CO 80202
303-572-7997
MEP ENGINEER
Boulder Engineering1717 15th St.
Boulder, CO 80302
303-444-6038
STRUCTURAL ENGINEER
KL&A, Inc.1717 Washington Avenue, Suite 100
Golden, CO 80401
303-384-9910
Project:
Scale:
Job#: 1423
4220 EAST 104TH AVE.THORNTON, CO 80233
104th ANDCOLORADO -
CROSSING POINTE
LANDSCAPE ARCHITECT
Outside L.A., LLCSteamboat Springs, CO
Boulder, CO
303-517-9256
ADAMS COUNTYHOUSING
AUTHORITY
7190 COLORADO BLVDCOMMERCE CITY, CO 80022
303-227-2075
IRRIGATION PLAN - NORTH
IR-1.1
1" = 16' (30"X 42" PAPER)
104TH AVE.
S
WATER ENGINEERING, INC
17337 W. 53RD DR.
GOLDEN, COLORADO 80403303-618-6307 FAX 303-474-3100
IRRIGATION PLANBY
CID # 4112
02 Bid Set 01/05/18
18g
17g
LATERAL CLASS 200 PVC 1" UNLESS NOTED
BLU BLK BLU BLK
LAWN AVERAGE RUN TIME PER WEEK 16HRSLAWN PEAK RUN TIME PER WEEK 23HRS
18g16g
IRRIGATION NOTES
3G
1.5" CLASS 200 PVC
CLASS 200 AS NOTED
3/4" UV POLYETHYLENE DRIP PIPE
N/SRAINBIRD OPERND ON PER DRIP ZONEN/S
HUNTER WSS WIRELESS SOLAR SYNC
WATER USE TABLE 4220 E 104TH AVENUE
WATER USE CHARTS
HUNTER HFS W/FCT-150 FLOW SENSOR
CS
M
F
2-4" + 1-2" SLEEVE
4" + 2" SLEEVE
2" SLEEVE
2" SLEEVE
2" SLEEVE
1-4" + 2-2" SLEEVES
2" SLEEVE
2" SLEEVE
2" SLEEVE
2" SLEEVE
2" SLEEVES
2" SLEEVES
2" SLEEVES
2" SLEEVE
2" SLEEVE
2" SLEEVE 2" SLEEVES
2" +4" SLEEVE
2" +4" SLEEVE
2" +4" SLEEVE
2" SLEEVES
2" SLEEVES1.25"
1.25"
2" SLEEVE
2" SLEEVE 2" SLEEVE
2" SLEEVE
2" SLEEVE
2" SLEEVE
2" SLEEVE
2" SLEEVE 2" SLEEVE2" SLEEVE2-2" =1-4" SLEEVES
2-2" =1-4" SLEEVES
2-2" =1-4" SLEEVES
1"
1"
1.5"
1.5"
1.5"
1.5"
C
S
MF
W /HUNTER PROS-06-PRS40-CV
CONTROLLER NOTE:
ALL CONTOL SYSTEM INSTALLATION SHALL FOLLOW THE HUNTER
DECODER DESIGN GUIDE WITH INSTALLATION AND MATERIALS
2#14 UF WIRES SHALL BE RUN THE ENTIRE MAINLINE LENGTH
ALS WELL AS THE TWISTED WIRE SPECIFIED FOR COMMUNICATION.
1.5"
ID NAME DATE
end of drip
4g
4g
end of drip
4G
2 EXTRA WIRES
2 EXTRA WIRES
4G
IRRIGATION LEGEND
DRIP END FLUSH ASSEMBLY
5g#1
#2
#3
#4
#5
#6
#7
#8
#9
#10
#113g
10. REFER TO CITY OF THORNTON DESIGN AND CONSTRUCTION STREETSCAPING STANDARDS. AS PER JOE FERDIG (LOW HGL) ELEV AT TAP 5188'. WATER UTILITY, 7-20-17. 6. SYSTEM IS DESIGNED FOR 68PSI. PRESSURE IS REPORTED TO BE 70 PSI
2. IRRIGATION WATER IS SUPPLIED WITH A 1" TAP OFF THE 2" BUILDING SERVICE.
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 18 GALLONS PER MINUTE(GPM)
1. THE IRRIGATION SYSTEM UTILIZES MP ROTATORS FOR TURF AND A DRIP SYSTEM FOR PLANTINGS.
AND IS THE LARGEST ZONE.
TO THE CONSULTANT PRIOR TO ONSET OF CONSTRUCTION.A WRITTEN REPORT SHALL BE SENT TO CONSULTANT MEASURING STATICWATER PRESSURE PRIOR TO START OF IRRIGATION CONSTRUCTION.
ANY DEVIATION TO REPORTED PRESSURE SHALL BE REPORTED
8. SYSTEMS UTILIZES A HUNTER I-CORE DUAL CONTROLLER.
7. SYSTEM SHALL UTILIZE A RAIN/FREEZE 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.
11. REFER TO THE CIVIL ENGINEER DRAWINGS FOR GRADING AND UTILITY INFORMATION.
SYSTEMS SHALL BE EQUIPPED WITH HUNTER SOLAR SYNC SENSOR.
ZONE# HEADSGPM
OPERPSI
RATEPRECIP
PER WK
AVERAGE
PER WK
# DAYSPLANT
TYPE IN/HR
IN PER WK
MINAVR.
AVERAGEGALLONS
WEEKLY
PER WEEK
PEAK
IN
PEAK
MIN
PER WEEK
PEAKGALLONS
PER WEEK
MP 340 1.80SOD 1.28MP 340 1.80SOD 1.28
MP 340 1.80SOD 1.28
MP 340 1.80SOD 1.28
D DRIP25 2.35 .68 120 1.00 180D DRIP25 2.35 .68 120 1.00 180
MP 340 1.80SOD 1.28
D DRIP25 2.35 .68 120 1.00 180D DRIP25 2.35 .68 120 1.00 180D DRIP25 2.35 .68 120 1.00 180
HUNTER MP ROTATORS
7
8
9
10
12
11
13
16488
WaterEPA
PARTNER
Sense
SM
1
3
4
5
6
1648822950
AVERAGE GALLONS PER WEEKPEAK SEASON GALLONS PER WEEK
2
.40 2703264 459017 192
.40 2703456 486018 192
.40 2703072 432016 192
.40 270960 13505 192
360 540480 720
.40 2703456 486018 192
43
480 7204
480 7204
480 7204
1,3646,279
BLK
1,3646,279 BLK
1,3646,279
MAR
1,3646,279
MAR
1,3646,279 MAR
1,3646,279
MA
R
1,5886,699
MAR
1,5886,699 MA
R
1,5886,699
MA
R
1,5886,699 MAR
1,5886,699 MAR
1,6008,0
OLI
1,6008,0
OLI
1,5886,699
MAR
1,5886,699
BL
K
1,5886,699
BLK
1,5886,699
BLK
1,5886,699
BLK
1,5886,699 BLK1,5886,699 BLK
1,5886,699 BLK
1,6008,0
RED1,6008,0
RED1,6008,0
RED
1,5886,699 MAR
1,5886,699
MAR
1,3646,279
MA
R
1,3646,279
MAR
1,3646,279 MAR
1,5886,699
MA
R
1,5886,699 MAR
1,5886,699
MAR
1,5886,699 MAR
1,5886,699 MAR1,5886,699 MAR
1,5886,699 MAR1,5886,699 MAR
1,5886,699 MAR
1,5886,699 MAR
1,5886,699 MAR
1,5886,699
MAR
1,5886,699
MAR
1,5886,699
MAR
1,5886,699
MAR
1,5886,699
MAR
1,5886,699
MAR
1,5886,699
MAR
1,5886,699
MAR
1,6008,0
OLI
1,6008,0
OLI
1,6008,0
OLI
1,6008,0
OLI
1,6008,0
OLI
1,6008,0
OLI
1,6008,0
OLI
1,6008,0
OLI
1,6008,0
OLI
1,3646,279
MA
R
1,3646,279
MAR
1,3646,279
MAR
1,5886,699 MAR
1,5886,699
BLK
1,5886,699 BLK
1,5886,699
BLU
1,5886,699 BLU
1,5886,699
BLU
1,5886,699 BLU
1,5886,699 BLK
1,5886,699
BLU
1,3646,279
MAR
1,3646,279 MAR
1,3646,279
MA
R
1,3646,279
MAR
1,5886,699
MAR
1,5886,699
MA
R
1,5886,699
MA
R
1,5886,699 MA
R
1,5886,699 MA
R
1,6008,0
OLI
1,6008,0
OLI
1,5886,699
BLK
1,5886,699
BLK
1,5886,699
BL
K
1,5886,699
BLK
1,5886,699 BLK1,5886,699 BLK
1,5886,699 BLK
1,5886,699
BLK 1,6008,0
RED
1,3646,279
BL
K
1,5886,699 BLK
1,5886,699
BLK
1,5886,699 MAR
1,5886,699
MAR
1,5886,699 MAR
1,5886,699
MAR
1,5886,699 MAR
1,5886,699
MAR
1,5886,699 MAR
1,5886,699
MAR
1,5886,699 MAR
1,5886,699
MAR
1,5886,699 MAR
1,5886,699
MAR
1,5886,699
BLK
1,5886,699 BLK
1,5886,699 BLK
1,5886,699
BLK
1,5886,699 BLK
1,5886,699
BLK
1,5886,699 BLK
1,5886,699
BLK
1,3646,279 MAR
1,5886,699
MAR
1,3646,279
MAR
1,5886,699 MAR
1,5886,699
MAR
1,3646,279
BLU
1,3646,279
BLU
1,3646,279
MAR
1,3646,279 MAR
1,5886,699
MA
R
1,6008,0
OLI
1,3624,268
1,3624,268
1,3623,268
1,3623,268
1,3623,268
1,3623,268
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3633,274
1,3633,274
1,3628,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3634,268
1,3634,268
1,3634,268
1,3627,268
1,3627,268
1,3622,268
1,3623,268
1,3623,268
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3633,274
1,3633,274
1,3633,274
1,3633,274
1,3633,274
1,3633,274
1,3633,274
1,3633,274
1,3633,274
1,3622,268
1,3622,268
1,3623,268
1,3628,274
1,3629,274
1,3629,274
1,3630,274
1,3630,274
1,3630,274
1,3630,274
1,3629,274
1,3630,274
1,3623,2681,3623,268
1,3623,268
1,3623,268
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3628,274
1,3633,274
1,3632,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3634,268
1,3624,268
1,3629,274
1,3629,274
1,3628,274
1,3628,274
1,3628,274
1,3627,268
1,3627,268
1,3627,268
1,3627,268
1,3627,268
1,3627,268
1,3627,268
1,3627,268
1,3627,268
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3629,274
1,3623,268
1,3628,274
1,3622,268
1,3627,268
1,3627,268
1,3625,268
1,3625,268
1,3622,268
1,3622,268
1,3627,268
4,272
1,3633,274
4,272
4,272
4,272
4,272
4,299
4,299
4,299
4,299
4,299
6,9
6,9
6,9
6,9
6,9
4,299
6,9
6,9
Symbol
Rain Bird XCZ-075 PRF DRIP VALVE
RAINBIRD DV-100
DRIP
MAINLINE
SLEEVES
Description
RAINBIRD #33 QUICK COUPLER
FEBCO 825Y- 1" RP BACKFLOW W/ENCLOSURE
HUNTER I-CORE DUAL 2 WIRE(SEE NOTE BELOW)
RAINBIRD PEB-100 MASTER VALVE
HOSE BIB FOR GARDEN
QC
QC
QC
QC
QC
QC
HB
HB
0 8 16 32 48
1" = 16'
0 8 16 32 48
1" = 16'
DRIP VALVE ASSEMBLY
DRIP DETAIL
4' TO 5' DEPTH
1" SOFT OR HARD TYPE 'K' Cu
SIZED AS PER BACKFLOW SIZE
STRONGBOX OR GUARDSHACK ENCLOSURE
4" THICK CONCRETE PADW/KNOCKOUTS
4'-
6'' M
IN
1" STOP N WASTE VALVE
AS PER DISTRICT STANDARD
1" FEBCO 825YA
1.5" MAINLINE
SUGGESTED IRRIGATION TAP
BY BUILDING PLUMBER
PLUMBER SHALL STUB 1"Cu 12" ABOVE SURFACE
PRV, BACKFLOW AND ENCLOSURE BY IRRIGATION CONTRACTOR
1.5" MAINLINE
2" or 1.5" BUILDING SERVICE
3/4"
OFF
ON
3" MIN.
3
3
6
6
4
5
4
2
1
2
1
5
PLANT MATERIAL
FINISH GRADE
MICRO-SPRAY POP-UP:
RAIN BIRD XERI-POP XP-600X12" POLYETHYLENE TUBING:
RAIN BIRD XF SERIES TUBING OR
RAIN BIRD XT-700 XERI-TUBE OR
RAIN BIRD XBS BLACK STRIPE TUBING14" SELF-PIERCING BARB CONNECTOR:
RAIN BIRD SPB-02514" DISTRIBUTION TUBING:
RAIN BIRD XQ TUBING
(LENGTH AS REQUIRED)
12-INCH
MINIMUM
WORKSHEETIRRIGATION SUMMARY
TOTAL WEEKS PER IRRIGATION SEASON:
TOTAL GALLONS PROVIDED BY ALL ZONES/YR:
TOTAL WEEKLY GALLONS PROVIDED BY ALL ZONES:
22428,726
WATTS #BD-1 3/4" BOILER DRAIN
FINISH GRADE/TOP OF MULCH
VALVE BOX
1
1 2 3
2
3 10-INCH SIZE
MAINLINE4
4
SERVICING ASSEMBLYPVC SCH 80 UNION FOR
3-INCH MINIMUM DEPTH OF3/4-INCH WASHED GRAVEL
PVC SCH 40 MALE ADAPTER
PVC SCH 40 TEE OR ELL
AND PVC SCH 40 ELL
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN)
BRICK (1 OF 4)
PVC SCH 40 ELL
WATERPROOF CONNECTION: RAIN BIRD SPLICE-1 (1 OF 2)
PVC SCH 80 CLOSE NIPPLE
RAIN BIRD VB-JMBVALVE BOX WITH COVER:
ID TAG: RAIN BIRD VID SERIES
AS REQUIRED, 1 OF 2)PVC SCH 80 NIPPLE (LENGTH
WIRE, COILED30-INCH LINEAR LENGTH OF
PVC MAINLINE
LATERAL PIPE
NOTES:
1. TO REPLACE INLINE WYE FILTERS, USE REPLACEMENT FILTER
ELEMENTS RAIN BIRD MODELS RBY-100MX, RBY-150MX, OR
RBY-200MX FOR FLOWS LESS THAN 3 GPM.
PSI-L30X-075 PRESSURE REGULATOR)
CONTROL ZONE KIT:RAIN BIRD XCZ-LF-075
RBY075MPTX INLINE FILTER,
(INCLUDES LFV-075 VALVE,
FINISH GRADE
XXIRRIGATION DETAIL
MP ROTATOR SPRINKLERSCALE: 3" = 1'-0"
PROS-06-PRS40-CV
R
12
3
4
5
32
1
6
5
6
WITH 'CV' OPTION INSTALLEDMODEL PROS-06-PRS40-CV
LATERAL PIPE
FINISH GRADE
LATERAL TEE OR ELL
SWING JOINT:HUNTER 'PRO-FLEX' TUBING, HSBE-050 ELBOWS (2), &MARLEX STREET ELBOW (1)
Client:
Printed 1/4/18 at 10:35 AM
CIVIL ENGINEER
Entitlement & Engineering
Solutions518 17th Street, Suite 1575
Denver, CO 80202
303-572-7997
MEP ENGINEER
Boulder Engineering1717 15th St.
Boulder, CO 80302
303-444-6038
STRUCTURAL ENGINEER
KL&A, Inc.1717 Washington Avenue, Suite 100
Golden, CO 80401
303-384-9910
Project:
Scale:
Job#:
1" = 16' (30"X 42" PAPER)
1423
4220 EAST 104TH AVE.THORNTON, CO 80233
104th ANDCOLORADO -
CROSSING POINTE
LANDSCAPE ARCHITECT
Outside L.A., LLCSteamboat Springs, CO
Boulder, CO
303-517-9256
ADAMS COUNTYHOUSING
AUTHORITY
7190 COLORADO BLVDCOMMERCE CITY, CO 80022
303-227-2075
IRRIGATION DETAILS - NORTH
IR-2.1
WATER ENGINEERING, INC
17897 W. 53RD DR.
GOLDEN, COLORADO 80403303-618-6307 FAX 303-474-3100
IRRIGATION PLANBY
CID # 4112
7
3
7 MASTER VALVE
2 MODEL FCT-XXX (SEE CHART TO SIZE)3
R
SCALE: 1:8
HFS FLOW SENSORIRRIGATION DETAIL
XX
MODEL HFS-XXX1
1
2
MIN. 18/2 WIRE TO ACC POWER MODULE.
MAXIMUM WIRE DISTANCE RUN OF 328m
FCT FITTING SELECTION
*NOTE* INLET PIPE LENGTH OF SENSOR MUST BE
MIN. 10X PIPE DIA. STRAIGHT, CLEAN RUN OF
PIPE, NO FITTINGS OR TURNS. OUTLET PIPE
LENGTH OF SENSOR MUST BE MIN. 5X PIPE DIA.
OF STRAIGHT CLEAN RUN OF PIPE, NO FITTINGS
OR TURNS.
6
54
STANDARD VALVE BOX4
FINISH GRADE5
MAIN LINE PIPE6
FCT400
FCT308
FCT300
FCT208
FCT200
FCT158
FCT150
FCT100
SCH. 40
SCH. 80
SCH. 40
SCH. 80
SCH. 40
SCH. 80
SCH. 40
SCH. 40
110mm
90mm
90mm
63mm
63mm
50mm
50mm
32mm
MASTER VALVE
MODEL FCT-XXX
MODEL HFS-XXX
MIN. 18/2 WIRE TO ACC POWER MODULE.
MAXIMUM WIRE DISTANCE RUN OF 328m
STANDARD VALVE BOX
FINISH GRADE
MAIN LINE PIPE
(SEE CHART TO SIZE)
R
SCALE: 1" = 1'-0"
I-CORE DUAL CONTROLLERIRRIGATION DETAIL
XX
*NOTE*
SPECIFY 6, 12, 18, 24, 30, STATION MODEL CONTROLLER. MOUNT CONTROLLER
WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD-WIRED TO
GROUNDED 110 or 220 VAC SOURCE.
INTERIOR OR
4
5
3 MODEL IC-XX00-PL
MINIMUM CLEARANCE
FOR DOOR OPENING
CONTROL WIRE IN ELECTRICAL
CONDUIT. SIZE AND TYPE
PER LOCAL CODE
1/21/2" POWER SUPPLY CONDUIT
J BOX INSIDE CONTROLLER
CONNECT PER LOCAL CODE
1
MINIMUM VERTICAL
CLEARANCE NEEDED
FOR HINGE PIN REMOVAL
2
1
WIRELESS SOLAR SYNC SYSTEMXX
SCALE: 1:12 IRRIGATION DETAILR
2
3 45
76
HUNTER I-CORE CONTROLLER
WIRELESS SOLAR SYNC RECEIVER MOUNTED ON THE
WAL NEXT TO THE CONTROLLER
SUITABLE POST, POLE, GUTTER MOUNT. MOUNT IN
LOCATION THAT MAXIMIZES DIRECT SUNLIGHT, OPEN TO
RAINFALL AND OUT OF SPRINKLER SPRAY PATTERN
MODEL: WIRELESS SOLAR SYNC SENSOR,
MOUNT UP TO 240M FROM RECEIVER
CONTROLLER POWER SOURCE
3
CONDUIT FOR VALVE CONTROL WIRE AND SOLAR SYNC
COMMUNICATION WIRE
MODEL: SOLAR SYNC MODULE
MOUNT LESS THAN 1.8M AWAY FROM CONTROLLER
EXTERIOR WALL
02 Bid Set 01/05/18
tee
emitters
2gph minimum
spagetti line
3/4" or 1/2" poly
tree
shrub
LAWN AVERAGE RUN TIME PER WEEK 16HRSLAWN PEAK RUN TIME PER WEEK 23HRS
M
F
WATER USE TABLE 4220 E 104TH AVENUE
WATER USE CHARTS
ID NAME DATE
ZONE# HEADSGPM
OPERPSI
RATEPRECIP
PER WK
AVERAGE
PER WK
# DAYSPLANT
TYPE IN/HR
IN PER WK
MINAVR.
AVERAGEGALLONS
WEEKLY
PER WEEK
PEAK
IN
PEAK
MIN
PER WEEK
PEAKGALLONS
PER WEEK
MP 340 1.80SOD 1.28MP 340 1.80SOD 1.28
MP 340 1.80SOD 1.28
MP 340 1.80SOD 1.28
D DRIP25 2.35 .68 120 1.00 180D DRIP25 2.35 .68 120 1.00 180
MP 340 1.80SOD 1.28
D DRIP25 2.35 .68 120 1.00 180D DRIP25 2.35 .68 120 1.00 180D DRIP25 2.35 .68 120 1.00 180
PVC MAINLINE
BRICK
BRICK
Cu PIPE
7
8
9
10
12
11
13
16488
DRIP SYSTEM OPERATION INDICATOR
OPERIND
YELLOW VAN NOZZLE
(OFF)
MASTER VALVEQUICK COUPLER
FLOW SENSOR
NOTE: STOP N WASTE SHALL BE LOCATED
OUT FROM ANY CONCRETE FLATWORK
MBUILDING SERVICE
TEE
1.25" Cu
STOP N WASTE
METER
FLOW SENSOR
MASTER VALVE
1" RP BACKFLOW
WaterEPA
PARTNER
Sense
SM
1
3
4
5
6
1648822950
AVERAGE GALLONS PER WEEKPEAK SEASON GALLONS PER WEEK
2
.40 2703264 459017 192
.40 2703456 486018 192
.40 2703072 432016 192
.40 270960 13505 192
360 540480 720
.40 2703456 486018 192
43
480 7204
480 7204
480 7204
10,3234,96991
10,3234,96991
10,3234,96991
10,3234,96991
QC
D EMITTER INTO XERI-TUBE
5 6 7
DIFFUSER BUG CAP:
RAIN BIRD TS-0251/4-INCH TUBING STAKE:
TUBING: RAIN BIRD DT-0251/4-INCH VINYL DISTRIBUTION
TOP OF MULCH4
5
3
RAIN BIRD DBC-025
2
1
4
321
SINGLE-OUTLET EMITTER: RAIN BIRD
FINISH GRADE7
6
NOTE:1. USE RAIN BIRD BUG GUN MODEL EMA-BG TO INSERT EMITTER DIRECTLY INTO
XERI-TUBE OR RAIN TUBE TUBING.
PE PIPE: RAIN BIRD
D QUICK-COUPLING VALVE
NOTE:
1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO
NOMINAL QUICK COUPLING VALVE INLET SIZE.
FINISH GRADE/TOP OF MULCH
VALVE BOX WITH COVER:
3/4-INCH WASHED GRAVEL
3-INCH MINIMUM DEPTH OF
BRICK (1 OF 2)
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 STREET ELL
QUICK-COUPLING VALVE:
PVC SCH 40 ELL
SUPPORT SYSTEM
CLAMPS OR EQUIVALENT
STAINLESS STEEL GEAR
PVC MAINLINE PIPE
PVC SCH 40 TEE OR ELL
2" x 2" REDWOOD STAKE W/
1
1 2 3
4
5
6
11
7
10 9 8 7
5
2
3
5
4
6
6-INCH SIZE
8
9
10
11
7
D REMOTE CONTROL VALVE
3" MIN.
RAIN BIRD PES-B
WIRE, COILED
REMOTE CONTROL VALVE:
FINISH GRADE/TOP OF MULCH
ID TAG
VALVE BOX WITH COVER:
WATER PROOF CONNECTION (1 OF 2)
12-INCH SIZE
PVC SCH 80 NIPPLE (CLOSE)
PVC SCH 40 ELL
BRICK (1 OF 4)
30-INCH LINEAR LENGTH OF
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
PVC MAINLINE PIPE
SCH 80 NIPPLE (2-INCH
LENGTH, HIDDEN) AND
PVC SCH 40 TEE OR ELL
PVC SCH 40 MALE ADAPTER
3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL
1 2 3 4 5
6
7
8
9
10
12131416
SCH 40 ELL
1
2
3
5
6
4
7
8
10
9
11
12
13
14
16
1115
PVC LATERAL PIPE15
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 30ø
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.
PIPE & WIRE TRENCHING
4.MECHANICALLY TAMP TO 95% PROCTOR.
SLEEVE TO 24" MIN. ABOVE FINISH GRADE.
3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND SMALLER
2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
1. ALL PVC IRRIGATION SLEEVING TO BE CLASS 200.
NOTES:
DITCH
SLEEVES
PAVING
4" MIN. CLEARENCE
PVC CAP
18" MIN.
FIN
ISH
GR
AD
E
24"
MIN
. T
O
24
" M
AX
.
18"
MIN
.PAVING
PVC CAP
IRRIGATION SLEEVING
