HomeMy WebLinkAboutApproved Landscape Plans 5 V1l WT—,)-
APPROVED
09109122
LICENSED
LANDSCAPE
ARCHITECT
I G913
PVC SLIP -THREAD ADAPTER.
BUBBLER NOZZLE AS SPECIFIED.
3" ABOVE GRADE.
WATER WELL AS PER
PLANTING DETAIL.
III=11=
—III—III- FINISHED GRADE.
-III- 11=III=III- -III-1
1=1 -IIIIII W =
ROOT BALL -III I_ l ❑
—1 1/2" IPS FLEX HOSE WITH
CD
PVC FLEX GLUE AND PRIMER.
LENGTH AS REQUIRED. 0
PCV LATERAL LINE. m
ADAPTER. PVC THREAD -7
36"±
TREE BUBBLER ON FLEX HOSE RISER
3" = V-0" ALS-IR-02
Irrigation Sleeve Note:
1. All sleeving provided for the irrigation system shall be as specified on the Site
Plan, Irrigation Plan or Sleeve Plan and installed by the General Contractor. All
sleeving under vehicular paving shall be buried a minimum of 18" and a maximum
of 24" below the bottom of pavement. All sleeving 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.
SOLVENT WELD CAP ON STUB -UP
36"ABOVE FINISHED GRADE
FINISHED GRADE
VEHICULAR PAVING
ANDIOR CURB
PER PLAN
\�\ F E
�\ ro N
FINISHED GRADE
PEDESTRIAN
FLATWORK
PER PLAN
Finished grade.
Direct burial low voltage I l
control wires.
NOTES:
1- See irrigation legend for mainline and lateral line pipe size and type.
2- Direct burial control wires shall be installed in Sch. 40 PVC electrical conduit if required.
3- 2-wire irrigation wire shall be installed in Sch. 40 PVC electrical conduit.
4- Detectable locator tape shall be located six inches (6") above the entire mainline ran.
IRRIGATION TRENCHING
SLEEVE
\ \
PER PLAN
X\\��\
SLEEVE
PER PLAN
90' ELL 24" BEYOND
90' ELL 24" BEYOND
EDGE OF PAVEMENT
EDGE OF PAVEMENT
VEHICULAR APPLICATION I I PEDESTRIAN APPLICATION
TYPICAL IRRIGATION SLEEVE
3/8" = 1'-0"
LU
0
O
w
m
TURF POP UP HEAD. —
z 1/2" MARLEX STREET ELL.
BARB ELL X MIPT.
1/2" MARLEX
STREET ELL. /
L PVC TEE (SXSXT)
OR ELL.
LATERAL LINE.
d 4
4"
TO CURB OR
WALK.
1/2" POLYETHYLENE FLEXIBLE
TUBING, LENGTH AS REQUIRED.
TURF SPRAY FLEX ASSEMBLY
1 1/2" = T-O"
ALS-IR-09
Non -pressurized line (lateral line).
Detectable locator tape.
Pressurized line (mainline).
man`TRn-URCER E OWE
OPEN SOURCE FREE TO USE
FX-IR-FX-AUXEQ-08
d °
4
INSTALL ASSEMBLY — — —_ W —
1" TO 1 1/2"ABOVE III—III—III—
=1=1 = °
❑ FINISHED GRADE. � � I—
II
w SIDE INLET OPTION. --1
m
Z) HIGH POP HEAD. 4
C
z 1/2" MARLEX STREET ELL. TO OR
BARB ELL X MIPT. WALK.
(V
STREETRELL
LATERAL
LINE. IL Il
PVC TEE (SXSXT.
OR ELL.
1/2" POLYETHYLENE FLEXIBLE
TUBING, LENGTH AS REQUIRED.
SHRUB SPRAY HIGHPOP W/FLEX ASSEMBLY
3" = T-O" ALS-IR-06
STANDARD GUARDSHACKT- ENCLOSURES
STANDARD GUARDSHACKi° AND COAST
GUARDSHACKT• SIZES INTERNAL DIMENSIONS
'+DMA x
GS-M1 16" W x 37" H x 18" L HINGED W/GATE
t
GS-M2 16" W x 48" H x 18" L HINGED W/GATE
"
r r
GS - NP1 24" W x 40" H x 31" L HINGED W/ GATE
r,xtk
GS-NP1.5 24"Wx40"Hx 38"L HINGED W/GATE
GS-NP2 30" W x 48" H x 47" L HINGED W/GATE
GS-NP3 38" W x 60" H x 47" L HINGED W/GATE
GS - NP3.5 38" W x 60" H x 58" L HINGED W/ GATE
For 304 S. S. , order as CGS using same model If
POWDERCOATED UNITS
Pre-powdennat Treatment Process
Clean GuardShackTM unit with a S-44 alkaline
GUARDSHACKTM GENERAL SPECIFICATIONS
cleaner, overflow rinse, apply an AC-8115 iron phosphate
• All pipe shall be 1 '/." schedule 40 A.S.T.M. A-53 Grade A- Electric Weld pipe.
treatment, overflow rinse and finish with a #198 sealer rinse to
• Angle Iron shall be 1 " x 1"x Ye" steel.
prevent rusting and improve adhesion.
• Stainless steel units shall be 1 Y.." schedule 10 A.S.T. M. A-312 304 S.S.
• Expanded metal shall be/" spacing x # 13 Ga. flattened diamond pattern steel.
Powdercoat Treatment Process
• All hinges shall have hiddenfinternal mounting points.
Units shall be preheated and coated by electrostatic application
• All stainless steel shall be sandblasted after fabrication to remove burrs, flashing and
of 2.0 to 3.5 mil thickness on all surfaces. Powder shall be RAL
sharp edges.
1019 Woodlands Tan or TCI 8810-6058 Forest Green or
• There shall be no exposed ends of expanded metal on the outside of the enclosure.
ed inch inch pounds
approved equal Impact Resistance Finish 16inch
• Welding shall be a minimum of Y.." long welds on 4" spacing.
direct pounds reverse, per ASTM D0 specs.
• Hardware kits provided for mounting enclosures. See HK-300/HK-700 for hardware
Gloss Finish >85, per ASTM D-523. Adhesion to be rated
specifications.
excellent when tested to ASTM D-3359 standards.
• On 304 S.S. units, all hinges, exposed hardware, and brackets shall be 304 S.S.
• All hardware shall be securely attached to enclosures.
• All enclosures shall withstand a minimum of 200 lbs. per square foot without any
STAINLESS STEEL ELECTRO-POLISH FINISH
permanent deflection or distortion.
• 3/8" spacing between angle iron framework of enclosure and slab to prevent
All 304 Stainless Steel units shall be chemically electro-polished
rusting. Only pipe ends to touch slab.
to impart a lustrous finish to the unit.
BPDI-GuardShack Enclosures
3831 E. GROVE STREET PHOENIX,
ARIZONA 85040 (602) 426-1002
GUARD SHACK BACKFLOW ENCLOSURE
SET CONTROLLER 60" ABOVE
FINISHED GRADE UNLESS
OTHERWISE NOTED.
CONTROLLER AS SPECIFIED.
SECURELY BOLT CONTROLLER
TO WALL. INSTALL BACKUP
BATTERIES AS REQUIRED.
GROUND AS PER MFG.
SPECIFICATIONS.
1/2" DIAMETER RIGID
STEEL CONDUIT FOR
110 VAC ELECTRICAL
SOURCE. INSTALL AS
PER LOCAL ELECTRICAL
CODES.
FINISHED GRADE.
ro LONG SWEEP ELL.
WALL MOUNT CONTROLLER
1" = V-O"
FINISHED GRADE
ROTOR HEAD PER SPECS
SWING JOINT:
HUNTER'PRO-FLEXTUBING,
HSBE-075 ELBOWS (2), &
MARLEX STREET ELBOW (1)
LATERAL TEE OR ELL
LATERAL PIPE
2" DIAMETER
RIGID STEEL CONDUIT
FOR RCV WIRES.
w
(7
�Uj
ro
12"X12"X4"STEEL
JUNCTION BOX.
GROUP WIRE BUNDLES
_
AND SPLICE TO 18 GA.
WIRES WITH TERMINAL
STRIP AS PER
SPECIFICATIONS.
w
0_
C6
0>
a
2" DIAMETER RIGID
STEEL CONDUIT FOR
RCV WIRES.
USE PVC SCH. 40
BELOW GRADE.
OPTIONS
❑ R = FACTORY INSTALLED PFCLAINED RNgBFR COVER
❑ CV = F C,OR" I Td I I I L L r�IV '.,I . I I T I I I I, I, ,�IV .,I I' ALVE
TYP. ROTOR HEAD WITH FLEX SWING JOINT
3" = 1'-0"
ly THIS MUST BE A REDUCED PRESSURE
BACKFLOW ASSEMBLY (RPBA)
BACKFLOW DEVICE \
DEVICE AS SPEC IED. \
to J
a Q
0
O
= Lv
c�
W w O
= 0-
COVER SIZE +6'
LENGTH AND WIDTH
d
d4
SERVICE °
SIDE.
CONCRETE THRUST BLOCKS,
90 LES. OF CONCRETE EACH.
BACKFLOW W/ENCLOSURE
MORE THAN
MOUNT RECEIVER UNIT NO FURTHER THAN F FROM CONTROLLER.
WIRELESS RAIN-CLIK
ALS-IR-05 J 3"=V-0"
ALS-IR-08
BACKFLO COVER
AS SPECIE ED.
GALVANIZ NIPPLES
AND ELL A REQUIRED.
GALVANIZ D UNIONS
AT E SIDE.
GALVANIZE RISERS.
4" T ICK MIN.
C CRETE PAD.
GALVANIZED LL AND
NIPPLE, TYP AL.
PVC C R OR
REDUC R AS RED.. TYP.
MAIN LINE, SIZE
AS PER PLANS.
10"X15" RECTANGULAR BOX WITH
6" EXTENSION.
ISOLATION BALL VALVE
AS SPECIFIED, SAME
SIZE AS MAIN LINE.
SCHEDULE80
THREADED NIPPLE
AS REQUIRED.
ADAPTER.
PVC MAIN LINE.
TWO 6X2X16 CONCRETE BLOCK CAPS,
ONE ON EACH SIDE OF BOX.
1/2" WIRE CLOTTH GOPHER SCREEN,
WRAP UP SIDES.
TRUE UNION BALL ISOLATION VALVE
1 1/2" = V-0"
2" MINIMUM, MAXIMUM
BELOW TOP OFF BOX.
1OX15 RECTANGULAR VALVE BOX.
REMOTE CONTROL VALVE, ONE PER BOX
PLASTIC I.D. TAG AT EACH VALVE.
WATER PROOF WIRE CONNECTORS
ONI 30" LOOPED WIRES.
w OUTLET PIPE SAME SIZE
AS VALVE, 24" MIN.
�
TO FIRST FITTING.
0 45 DOWN AS
w REO. TO
0O LATERAL
N PIPE
DEPTH.
INCREASE LATERAL
LINE AS PER
IRRIGATION PLAN.
CONCRETE BRICK SUPPORT,
TWO ON EACH SIDE.
SCHEDULE 80 RISER.
MAIN LINE.
FX-IR-HUNT-SENS-17
SET BOX FLUSH
TO GRADE.
2" ABOVE FINISH
GRADE AT SHRUBS.
3/4" ABOVE FINISH
GRADE AT LAWN. I/
ELECTRIC REMOTE CONTROL VALVE
3"=V-0" ALS-IR-03 �J N.T.S. ALS-IR-12 �J 1"=V-O" ALS-IR-11 �J 11/2"=V-O"
Rt1`
ALS-IR-04
328406.13-02
2021-08-27r"'
ADAM L. SUTLIFF
State of Idaho
SUE
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
ARCH 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 Ln. 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, I
1 1020Meadow Rue
The Woodlands, TX 77380
713410-5111
PROJECT NAME
Sawtooth
Landing
Office
Condominiums
PROJECT ADDRESS
1450 W. USTICK RD.
MERIDIAN, ID 83646
PROJECT NUMBER
20018
SHEET NAME
IRRIGATION DETAILS
SHEET NUMBER
L220