HomeMy WebLinkAboutApproved Landscape Plans 3 V1E- ATION NOTES:
APPROVED 5CH 40 class PVC pipe or better shall be used for all 5ectlon5 of pipe
DATE. 09/09/22 nder constant pressure.
DR 21 C1a55 200 PVC or better shall be used for other main Imes
Ind laterals.
3. All PVC joints shall be the cement solvent type with colored primer.
4. All exposed Aping shall be insulated, secured and protected from UV
light deterioration.
5. Irrigation components shall not be used in excess of the manufacturer's
pubh5hed performance limitation5. Minimum and maximum on all
sprinkler heads shall be within the standards recommended by the
manufacturer's publication.
G. Irrigation systems shall not use above -ground spray CM1551on deVICe5
in landscapes that are bordered on two or more sides and are less
than 48" in length or width (not including impervious surfaces). narrow
paved walkways, jogging paths, and similar areas located in
cemeteries, parks, golf courses or other public areas are exempt if the
runoff drams into a landscaped area.
7. All sprinkler heads shall direct flow away from a hard5cape and shall not
be m5talled closer than 4" from a hard5cape.
8. Irrigation zones shall be based on plant material type, microclimate,
topographic features, soil conditions and hydrological requirements.
9. All sprinkler heads shall be arranged such that they do not spray water
on or over any impervious material.
10. All irrigation systems shall be d651cjned, installed, maintained, altered,
repaired serviced and operated in a manner that promotes water
conservation.
11. All main line piping shall be burled 12" min. in depth. All other laterals
shall be buried G" min. in depth.
12. All irrigation systems shall be equipped with a rain or moisture shut-off
device or other water saving technology. Such devices or technology
shall be designed and installed to inhibit or interrupt operation of the
irrigation system during periods of high Soil moisture or rainfall.
13. All irrigation systems shall have a backflow prevention device installed
that protects the public water supply system from cross
contamination.
14. The backfIOW device shall be a pressure vacuum breaker (PVB), reduced
pressure zone (RPZ) or a double check valve (DC) backflow prevention
device. For systems where chemicals are induces, or a health hazard
exists, an RPZ 15 the only device allowed.
15. A PVB shall be installed such that the elevation of the bottom of the
device 15 at least 12" above the highest sprinkler head on the system.
A RPZ or DC shall be installed a minimum of 12" above grade in a
manner where the device cannot be submerged.
IG. The backflow prevention device shall be tested by a licensed certified
tester upon installation prior to the system being placed in service.
17. The backflow prevention device shall be secured and protected. See
#4.
18. Contractor shall install all equipment a5 per manufacturer's current
specifications and recommendations.
19. Contractor shall carefully verify a minimum static pressure of GO p.5.1.
at the water meter. Contractor shall notify the Owner if water pressure
15 1e55 than or significantly higher than noted.
20. Coordinate exact locations of water meter, backflow prevention device,
controller and weather sensors with the General Contractor. General
Contractor shall provide 115vac, Single phase power to the controller.
21. Contractor shall be responsible for damages caused to all utilities (both
overhead and below ground) during the irrigation system installation.
Contractor shall seek the assistance of local utility providers and the
owners to locate utilities prior to commencement of any trenching
actlVltle5.
22. All 51eevin6j provided for the irrigation system shall be a5 specified on
the Site Plan, Irrigation Plan or Sleeve Plan and installed by the General
Contractor. All 51eeving under vehicular paving shall be buried a
minimum of 18" and a maximum of 24" below the bottom of pavement.
All 5leeving under pedestrian paving shall be buried a maximum of 4"
below the bottom of pavement or prepared base. Ends of sleeves shall
extend 18" (min.) past the edges of all paving and curbs and taped
closed or capped. The ends of each sleeve shall be clearly marked for
future use by the Irrigation Contractor.
20"X14" JUMBO PLASTIC
BOX.
PVC TRUE UNION BALL VALV
2" ABOVE GRADE AT SHRUBS.
SET BOX FLUSH AT
/ TURF.
80 RISER.
SxT TEE WIT NIPPLE AT
MAINLINE.
%" WIRE CLOTH GOPHER SCREEN,
WRAP UP SIDES.
CONTROLLER WIRE WITH 30 INCH LINEAR LENGTH OF COIL, WITH
PLASTIC I.D. TAG AND WATERPROOF CONNECTORS.
RCV AS SPECIFIED.
FILTER AS SPECIFIED.
r--- PRESSURE REGULATOR AS SPECIFIED.
PVC UNION W/ SHORT NIPPLES.
0
m
OUTLET PIPE SAME SIZE AS VALVE,
MIN. LENGTH TO FIRST FITTING.
45' DOWN AS REQ. TO
LATERAL PIPE DEPTH.
TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE
OF THE BOX.
111 DRIP VALVE/FILTER/REGULATOR
1 1/2" = V-0" FX-IR-FX-DRIP-12
Ustick Road
VALVE SCHEDULE
NUMBER
MODEL
SIZE
TYPE
GPM
DESIGN PSI
FRICTION LOSS
VALVE L055
P51
P51 @ POC
PRECIP
I
Hunter PGV-151 Globe
1-1/2"
Shrub Spray
19.3G
30
4.7G
3
37.77
51.78
1.87 in/h
2
Hunter PGV-151 Globe
1-1/2"
Turf Spray
28.79
30
4.05
3
37.05
52.94
1.9G in/h
3
Hunter PGV-IOOG
I"
Bubbler
15.00
30
2.38
I.G
33.98
47.3G
3.4 in/h
4
Hunter PGV-151 Globe
1-1/2"
Shrub Spray
25.G7
30
4.15
3
37.15
52.4G
I.SG in/h
5
Hunter PGV-151 Globe
1-1/2"
Turf Spray
27.17
30
5.88
3
38.88
54.52
1.39 in/h
G
Hunter PGV-IOOG
I"
Turf Rotary
13.52
30
2.05
I.G9
33.74
4G.89
0.37 in/h
7
Hunter PGV-IOOG
I"
Bubbler
18.00
30
4.08
2.G2
3G.7
50.51
3.4 in/h
8
Hunter PGV-IOOG
I"
Shrub Spray
17.39
30
2.SG
2.41
35.27
49.01
2.19 in/h
9
Hunter PGV-IOOG
I"
Turf Rotor
17.GO
30
1.75
2.4.5
34.23
48
O.G2 1n/h
10
Hunter PGV-151 Globe
1-1/2"
Turf Rotary
20.32
30
5.17
3
38.17
52.3
0.3G in/h
11
Hunter PGV-151 Globe
1-1/2"
Shrub Spray
34.82
30
3.52
3
3G.52
54.01
2.19 in/h
12
Hunter PGV-151 Globe
1-1/2"
Turf Rotor
25.80
30
4.25
3
37.25
52.44
0.5 in/h
13
Hunter PGV-151 Globe
1-1/2"
Bubbler
20.00
30
5.79
3
38.79
52.08
3.4 in/h
14
Hunter PGV-151 Globe
1-1/2"
Turf Spray
21.5G
30
3.28
3
3G.27
49.7G
I.G7 in/h
15
Hunter PGV-I51 Globe
1-112"
Turf Rotor
29.20
30
2.5G
3
35.5G
49.97
0.5G 1n/h
IG
Hunter PGV-151 Globe
1-1/2"
Shrub Spray
2G.17
30
4AG
3
37.15
51.51
1.8 1n/h
17
Hunter PGV-151 Globe
1-1/2"
Turf Spray
28.53
30
2.78
3
35.78
50.44
I.G9 in/h
18
Hunter PGV-IOOG
I"
Bubbler
14.00
30
2.4G
I.GG
34.12
47.04
3.4 in/h
19
Hunter PGV-151 Globe
1-1/2"
Turf Rotary
30.38
30
5.3G
3
38.35
54.42
0.28 Win
20
Hunter PGV-I51 Globe
1-112"
Shrub Spray
20.05
30
2.51
3
35.51
49.53
2.27 in/h
21
Hunter PGV-151 Globe
1-1/2"
Turf Rotary
28.G8
30
5.45
3
38.45
54.13
0.27 tn/h
22
Hunter PGV-151 Globe
1-1/2"
Shrub Spray
18.57
30
2.38
3
35.37
49.18
2.28 1n/h
23
Hunter PGV-151 Globe
1-1/2"
Shrub Spray
25.84
30
5.82
3
38.81
54.8
2.47 1n/h
24
Rain Bird XCZPGA-100-PRF
I"
Area for Dripline
5.49
20
4.13
4.5G
28.G9
41.23
3.02 in/h
25
Hunter PGV-151 Globe
1-1/2"
Shrub Spray
24.37
30
5.7G
3
38.7G
54.3G
2.34 in/h
CRITICAL ANALYSIS
Generated: 2021-C7-14
06:26
P.O.C. NUMBER: OI
Water Source Information:
FLOW AVAILABLE
Water Meter 5ize: 1-1/2"
Flow Available: 75.00 gpm
PRESSURE AVAILABLE
5tatic Pressure at POC:
G5.00 P51
Elevation Change:
5.00 ft
5ervice Line 5ize:
3"
Length of Service Line:
20 ft
Pressure Available:
G3.00 psi
DE51GN ANALY515
Maximum Station Flow:
34.82 gpm
Flow Available at POC:
75.00 gpm
Residual Flow Available:
40.18 gpm
Critical 5tation:
23
Design Pressure:
30.00 psi
Friction Loss:
5.29 psi
Fittings Loss:
0.53 psi
Elevation Loss:
0.00 psi
Loss through Valve:
3.00 psi
Pressure Req. at Critical 5tation:
38.81 psi
Loss for Fittings:
0.22 psi
Loss for Main Line:
2.21 psi
Loss for POC to Valve Elevation:
0.00 psi
Loss for Backflow:
12.18 psi
Loss for Water Meter:
1.38 psi
Critical 5tation Pressure at POC:
54.80 psi
Pressure Available:
G3.00 psi
Residual Pressure Available:
8.20 psi
J
d
on
1Y4
�..� 1Y2
PROPOSED ENTRY DRIVE
0 20 40 GO feet
SCALE: I" = 20'
The Irrigation Plan 15 diagrammatic in
nature. The intent of the drawings 15
to show the general layout and logic
of the system. Scaled measurements
may not be accurate. Actual locations
and quantities of pipe and fittings may
vary due to field adju5tment5 for
existing conditions and other
obstructions to provide the proper
and intended coverage.
LICENSED
LANDSCAPE
ARCHITECT
LA-IG913
•
2021-08-27
ADAM L. SUTLIFF
State of Idaho
ISSUE
2021-05-24 Issued for Site Permit
2021-06-08 CZC Review Comments
2021-07-01 CZC Review Comments
2021-08-27 Issued for Permit
M COMEAUX
A R C H I T E C T S
2121 Brittmoore Rd. #1300
Houston, Texas 77043
832.530.4769
DEVELOPER
MRS Landholdings
1716 N. Stagno Bello Place
Eagle, ID 83616
707-999-8006
Justin Waters
CONSULTANTS
CIVIL ENGINEER
J-U-B Engineers, Inc.
2760 W. Excursion LET. Suite 400
Meridian, ID 83642
208-376-7330
MEP ENGINEER
APM Engineering & Design
202 Industrial Blvd.. Suite 403
Sugar Land, TX 77478
832-332-1521
STRUCTURAL ENGINEER
BEC Engineers and Consultants, LLC
3200 Wilcrest Dr. Suite 440
Houston, TX 77042
832-240-3771
LANDSCAPE ARCHITECT
Adam L. Sutliff, RLA
11020 Meadow Rue
The Woodlands, TX 77380
713-410-5111
PROJECT NAME
Sawtooth
Landing
Office
Condominiums
PROJECT ADDRESS
1450 W. USTICK RD.
MERIDIAN, ID 83646
PROJECT NUMBER
20018
SHEET NAME
ENLARGED
IRRIGATION PLAN
SHEET NUMBER
L200