HomeMy WebLinkAboutL020.0 - IRRIGATION PLANSSYMBOL MANUFACTURER/MODEL QTY
Hunter MP Strip PROS-04-PRS40-CV 29
Hunter MP1000 PROS-04-PRS40-CV 34
Hunter MP2000 PROS-04-PRS40-CV 9
Hunter MP3000 PROS-04-PRS40-CV 1
Hunter MP800SR PROS-04-PRS40-CV 59
SYMBOL MANUFACTURER/MODEL QTY
Hunter PGP-ADJ-B 1.5 31
Hunter PGP-ADJ-B 3.0 8
SYMBOL MANUFACTURER/MODEL QTY
Hunter PCZ-101-40 1"3
Area to Receive Dripline
Hunter HDL-09-18-CV 1,387 l.f.
SYMBOL MANUFACTURER/MODEL QTY
Hunter PGV-100G 1"6
Hunter HQ-5RC 1"1
Shut Off Valve Line Size 3
WILKINS 975XL 1-1/2"1
Hunter I2C-0800-PL 1
Hunter WR-CLIK 1
Water Meter 1-1/2"1
Irrigation Lateral Line: PVC Class 200 SDR 21 1"2,445 l.f.
Irrigation Lateral Line: PVC Class 160 SDR 26 1 1/2"73.4 l.f.
Irrigation Mainline: PVC Class 160 SDR 26 1 1/2"563.7 l.f.
Pipe Sleeve: PVC Schedule 40 2"109.0 l.f.
Pipe Sleeve: PVC Schedule 40 3"44.5 l.f.
LST RSTSST
1000
2000
3000
800 A 800 F
1.5
3.0
BF
C
R
M
Valve Number
Valve Flow
Valve Size
Valve Callout
#
##"
IRRIGATION SCHEDULE
Generated:2024-04-17
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:1-1/2"
Flow Available 28.49 GPM
PRESSURE AVAILABLE
Static Pressure at POC:74 PSI
Elevation Change:5.00 ft
Service Line Size:1 1/4"
Length of Service Line:20 ft
Pressure Available:70 PSI
DESIGN ANALYSIS
Maximum Station Flow:27.5 GPM
Flow Available at POC:28.49 GPM
Residual Flow Available:0.99 GPM
Critical Station:9
Design Pressure:45 PSI
Friction Loss:1.76 PSI
Fittings Loss:0.18 PSI
Elevation Loss:0 PSI
Loss through Valve:4.84 PSI
Pressure Req. at Critical Station:51.8 PSI
Loss for Fittings:0 PSI
Loss for Main Line:2.88 PSI
Loss for POC to Valve Elevation:0 PSI
Loss for Backflow:13.4 PSI
Loss for Water Meter:1.35 PSI
Critical Station Pressure at POC:69.4 PSI
Pressure Available:70 PSI
Residual Pressure Available:0.59 PSI
CRITICAL ANALYSIS
M
BF CR
1.5 1.5
1.5
1.5
1.5
3.0
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
3.0
3.0
1.5
1.5
1.5
1.5
3.0
3.0
3.0
1.51.5 3.0
3.0
1.5
1.5
1.5
1.5
1"
1"
112"
1"112"
1"
1"
1"112"
112"
3" SLV 3" SLV
2" SLV 2" SLV
2" SLV
2" SLV
2" SLV
2" SLV
2" SLV
2" SLV
2" SLV
2" SLV
2" SLV
112"
112"
1"
1"
1"
112"
1"
1"
1"
1"
112"
1"
1"
112"
1"
1
25.61"2
2.391"
3
9.991"
4
14.21"
5
3.391"
6
27.51"
7
21.51"
8
8.11"
9
25.51"EVERWISE CREDIT UNIONZIONSVILLE, INDIANAPROJECT:REVISIONS IRRIGATION PLANINITIAL:DATE:
DATE:
04/17/2024
DRAWN BY:
CN CN
CHECKED BY:
IRRIGATION PLAN
SHEET:
PROJECT #:
24-20593 24''x36''
PAPER SIZE:
20'0'20'40'60'
SCALE: 1" = 20'-0"(317) 585-0167www.irrigationdesignsource.com116 SHADOWLAWN DRIVEFISHERS, IN 46038N O R T H
DISCLAIMER:
INFORMATION CONTAINED IN THIS DOCUMENT IS A SERVICE PROVIDED BY IRRIGATION DESIGN SOURCE (IDS) TO THE CONTRACTOR. THE CONTRACTOR ACCEPTS RESPONSIBILITY OF THE PROPOSED IRRIGATION SYSTEM AND RELATED ISSUES. IDS ASSUMES NO LIABILITY FOR THE CONTRACTOR'S SUBMITTED DRAWING, BID & CONTRACT. BY ACCEPTING DELIVERY OF THIS DOCUMENT, THE
RECEIVER AGREES TO INDEMNIFY AND HOLD HARMLESS IRRIGATION DESIGN SOURCE AND THEIR EMPLOYEES FOR AND AGAINST ANY DAMAGES. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ACTUAL LAYOUT OF PIPING SPRINKLER HEADS AND RELATED EQUIPMENT SHALL BE DETERMINED PER THE MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND SITE CONDITIONS.
NOT AN OFFICIAL BIDDING DOCUMENT
Know what's
Call
below.
before you dig.
R
R
IR 1
GENERAL IRRIGATION NOTES:
1.This irrigation design is diagrammatic. Actual layout of piping, sprinkler heads, valves, controllers and related equipment shall be determined on site. Minor field adjustments shall be made
at no additional cost to the Owner.
2.It is the responsibility of the irrigation contractor to be familiar with all grades difference, locations of walls, structures and utilities and make the necessary adjustments to accommodate the
irrigation system as designed. Do not willfully install irrigation system as shown on the drawings when it is obvious in the field that the unknown obstructions, grades or dimensions exist that
might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the Owner's authorized representative. In the event that this
notification is not performed, the irrigation contractor shall assume full responsibility for any revisions and cost necessary.
3.The irrigation system design is based on running irrigation zones at a minimum operating pressure of 74 psi @ the point of connection (P.O.C.) and a maximum flow demand of 28 gpm.
The irrigation contractor shall verify water pressure prior to construction. Report differences between requirements and actual readings to the owner's authorized representative. A booster
pump may be necessary if the required pressure is not available. Additional costs shall be submitted to the Owner as a change order.
The point of connection location is approximate. Verify exact location in the field with the Owner's representative.
The flow demand for individual mainlines shall not exceed the following guidelines.
1" Class 200=0-17gpm
1.25" Class 200=18-28gpm
1.5" Class 200=29-35gpm
4.The Owner shall provide 120-AC power source at the controller location. The irrigation contractor shall make the final connection from the electrical source to the controller.
5.A Rain Sensor shall be installed in the vicinity of the controller. Coordinate mounting location with the Owner.
6.Install all backflow prevention devices and all piping between the point of connection and the backflow preventer as per local codes.
7.Final location of the backflow preventer and the automatic controller shall be approved by the Owner's representative per local codes.
8.A quick coupling valve shall be located at the irrigation water supply point of connection to provide for a point of injection of compressed air to purge the system of retained water for
winterization.
9.Pipe size shall conform to those shown on the drawings. No substitutions of smaller sizes shall be permitted, but substitutions for larger sizes may be approved. Minimum pipe shall be 1".
10.All pipe and communication wire under hard surfaces shall be placed in separate sleeving. All wire shall run, whenever possible with the mainline.
11.All lateral zones shall be connected to the mainline with PVC pipe and sized as follows:
1" Class 200=0-17gpm
1.25" Class 160=18-28gpm
1.5" Class 160=29-35gpm
12.All sprinkler heads shall be set perpendicular and flush to finish grade and with a clearance of 2" (min.) from the edge of any hardscape unless otherwise specified.
13.Check valves shall be installed on all irrigation heads in areas where finish grade exceeds 4:1, where post valve shutoff draining of the irrigation head occurs or as directed by the Owner's
representative.
14.All sprinkler heads and valves shall be flushed and adjusted for optimum coverage with minimum over spray on hardscapes and buildings.
15.All irrigation equipment not otherwise detailed or specified shall be installed as per manufacturer's recommendations and specifications.
16.Refer to the specifications for additional detailed information.
EVERWISE CREDIT UNIONZIONSVILLE, INDIANAPROJECT:REVISIONS IRRIGATION PLANINITIAL:DATE:
DATE:
04/17/2024
DRAWN BY:
CN CN
CHECKED BY:
IRRIGATION PLAN
SHEET:
PROJECT #:
24-20593 24''x36''
PAPER SIZE:(317) 585-0167www.irrigationdesignsource.com116 SHADOWLAWN DRIVEFISHERS, IN 46038DISCLAIMER:
INFORMATION CONTAINED IN THIS DOCUMENT IS A SERVICE PROVIDED BY IRRIGATION DESIGN SOURCE (IDS) TO THE CONTRACTOR. THE CONTRACTOR ACCEPTS RESPONSIBILITY OF THE PROPOSED IRRIGATION SYSTEM AND RELATED ISSUES. IDS ASSUMES NO LIABILITY FOR THE CONTRACTOR'S SUBMITTED DRAWING, BID & CONTRACT. BY ACCEPTING DELIVERY OF THIS DOCUMENT, THE
RECEIVER AGREES TO INDEMNIFY AND HOLD HARMLESS IRRIGATION DESIGN SOURCE AND THEIR EMPLOYEES FOR AND AGAINST ANY DAMAGES. THE IRRIGATION DESIGN IS DIAGRAMMATIC. ACTUAL LAYOUT OF PIPING SPRINKLER HEADS AND RELATED EQUIPMENT SHALL BE DETERMINED PER THE MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS AND SITE CONDITIONS.
NOT AN OFFICIAL BIDDING DOCUMENT
Know what's
Call
below.
before you dig.
R
R
DETAILS
REDUCED PRESSURE BACKFLOW DEVICE
1" = 1'-0"
SERVICE
SIDE
MAINLINE
SIDE
1
2
3
4
5
6
7
REDUCED PRESSURE BACKFLOW DEVICE AS SPECIFIED1
GALVANIZED UNIONS AT EACH SIDE2
GALVANIZED RISERS3
CONCRETE THRUST BLOCKS, 90 LBS OF CONCRETE EACH4
GALVANIZED NIPPLES AND ELL AS REQUIRED5
GALVANIZED ELL AND NIPPLE, TYPICAL EACH SIDE6
PVC COUPLER AND SCH. 80 TOE NIPPLE, TYPICAL EACH SIDE7
1
FX-IR-FX-BACK-03
WALL MOUNT CONTROLLER
1" = 1'-0"60" SEE CALLOUT #118"1
2
3
4
5
7
SET CONTROLLER 60" ABOVE FINISHED
GRADE UNLESS OTHERWISE NOTED
1
CONTROLLER AS SPECIFIED, SECURELY
BOLTING CONTROLLER TO WALL OR AS
PER MANUFACTURER SPECIFICATIONS.
INSTALL BACKUP BATTERIES AS
REQUIRED. GROUND AS PER
MANUFACTURER SPECIFICATIONS
2
1/2" DIAMETER RIGID STEEL CONDUIT
FOR 110VAC ELECTRICAL SOURCE.
INSTALL AS PER LOCAL ELECTRICAL
CODES
3
1-1/2" DIAMETER RIGID STEEL CONDUIT
FOR RCV WIRES
4
FINISHED GRADE5
LONG SWEEP ELL6
USE PVC SCH. 40 BELOW GRADE7
6
2
FX-IR-FX-CONT-06
QUICK COUPLING VALVE IN BOX
1 1/2" = 1'-0"
10" DIAMETER VALVE BOX.
HEAD BRAND "QVC" ON LID
WITH 2" HIGH CHARACTERS.
1" ABOVE GRADE AT SHRUBS.
FLUSH TO GRADE AT TURF.
FOUR COMMON BRICKS AS
SUPPORT UNDER BOX.
1/2" WIRE CLOTH GOPHER
SCREEN, WRAP UP SIDES.
60 LB. CONCRETE TORQUE BLOCK.
10" DIAMETER VALVE BOX.
QUICK COUPLER AS SPECIFIED.
FINISHED GRADE.
GALVANIZED RISER AND
ELBOW, QC INLET SIZE.
MAIN LINE.
PVC MALE ADAPTER.2" CLR3
FX-IR-FX-QUIC-04
BRASS BALL ISOLATION VALVE
1 1/2" = 1'-0"
10"X15" RECTANGULAR BOX WITH
6" EXTENSION.SET BOX FLUSH
TO GRADE.
ISOLATION BALL VALVE
AS SPECIFIED, SAME SIZE
AS MAIN LINE.
SCHEDULE 80 THREADED
NIPPLE AS REQUIRED.
PVC MAIN LINE.
TWO 6X2X16 CONCRETE BLOCK CAPS,
ONE ON EACH SIDE OF BOX.
1/2" WIRE CLOTTH GOPHER
SCREEN, WRAP UP SIDES.
4
FX-IR-FX-ISOV-02
PROS-04-PRS40-CV MP ROTATOR SPRINKLER (4)
FINISH GRADE
MODEL PROS-04-PRS40-CV
WITH 'CV' OPTION INSTALLED
SWING JOINT:
HUNTER 'PRO-FLEX' TUBING,
HSBE-050 ELBOWS (2), &
MARLEX STREET ELBOW (1)
LATERAL TEE OR ELL
LATERAL PIPE
5 PGP ROTOR HEAD WITH PRO-FLEX TUBING
FINISH GRADE
MODEL PGP ROTOR HEAD
SWING JOINT:
HUNTER 'PRO-FLEX' TUBING,
HSBE-075 ELBOWS (2), &
MARLEX STREET ELBOW (1)
LATERAL TEE OR ELL
LATERAL PIPE
6 WIRELESS RAIN/FREEZE-CLIK
NOTE:
MOUNT SENSOR ON ANY SURFACE WHERE IT WILL BE EXPOSED
TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY, NO
MORE THAN 1000' FROM RECEIVER UNIT. MOUNT UNIT NO FURTHER THAN 6'
FROM CONTROLLER.
WRC RECEIVER
MODEL WRFC
MOUNTING WALL
7 PGV GLOBE VALVE
18-24" COILED WIRE
WATERPROOF CONNECTORS (2)
FINISH GRADE
REMOTE CONTROL VALVE
MODEL PGV-XXXG
STANDARD VALVE BOX
SCH 80 T.O.E. NIPPLE
MAIN LINE PIPE & FITTINGS
BRICK SUPPORTS (4)
3/4" MINUS WASHED GRAVEL
8
PCZ-101-1 DRIP ZONE KIT
1
STANDARD VALVE BOX12
FINISH GRADE2
3 DRIP ZONE KIT: MODEL
PCZ-101-1 FILTER, REGULATOR
25 OR 40 PSI
3
4
WATERPROOF CONNECTORS (2)4
5
18-24" COILED WIRE5
6
SCH 80 T.O.E. NIPPLE6
7
MAIN LINE PIPE & FITTINGS7
8
BRICK SUPPORTS (4)8
9
3/4" MINUS WASHED GRAVEL9
10
PVC SLIP UNIONS10
9 DRIP LAYOUT
Not to scale
MF
1
2
3
4
5
6
7
8
9
REMOTE CONTROL VALVE WITH DISC FILTER AND PRV1
START CONNECTION2
PVC OR POLY SUPPLY HEADER3
SEE SPECIFICATIONS FOR ROW SPACING4
PERIMETER LATERALS 2" TO 4" FROM EDGE5
CV DRIPLINE6
AREA PERIMETER7
PVC OR POLY EXHAUST HEADER8
MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY9
10
FX-IR-NETA-DRIP-15