HomeMy WebLinkAboutL2.5 IRRIGATION DETAILS ORIGINAL SURVEY ON FILE AT LAND SOLUTIONS
°°O°ooSF OF
❑�d o�0�
36" SLACK WIRE ROLLED NEATLY, USE 3M DBY o0Co izz �oo
WATER PROOF WIRE CONNECTORS
REGTAN6ULAR HEAVY DUTY PLASTIC VALVE BOX o
WITH LOCKING LID AND LABELED "IRRIGATION" �~ wo
(PROVIDE BOLTS AND SECURE PER 0
- 6536
12" ROUND VALVE BOX y
QUICK COUPLER VALVE MANUFACTURES RECOMMENDATIONS) BOX TO BE °°000 /03/202 � 0000 F
WITH COVER 3/4" 5GH 80 LEVEL AND FLUSH WITH FINISH GRADE. o� NDSCA4 00 o
UNION ��°oa00000000p° W
FINISH GRADE o
VIAZ
z REMOTE CONTROL VALVE AS SPECIFIED (ONE 0
FINISH GRADE — — III III III- VALVE PER BOX) 12" MIN. VALVE DEPTH.
FILTER FABRIC BARRIER 3/4 SGH 80 _ III III INSTALL FPTxFPT BALL VALVE IN VALVE BOX. o o
M " o
IIIIIIIIIIIIIII o UNION III — = = (2" DIA. PIPE AND ABOVE USE SIGH. 8O BALL .o
] LASGO BRASS = III I ui
STABILIZER SGHEDULE 40 = - VALVES. ANY PIPE SIZES UNDER 2 DIA. PIPE USE ai c 'm tp o o
_ 5GH. 40 BALL VALVES) _ c �r"rrL E C c c ��n 3 o W
'L L•O C � �CD " 0 f0 W
P.V.G. LATERAL — -
N o 0 0 0 0 0 0 6" DEEP PEA GRAVEL LINE III LOCATOR TAPE � a)`� ° _ `�° r _
_ _ _ _ _ 111111111111 — — mN oL'ya �abN o
III LU c
CLEAR — _ a r" -a o �� Z
=1 II II II II II II II II II - SGHEDULE 80 NIPPLE AROUND — FILTER FABRIC BARRIER m L m 3 cu o z
III—III=1 =1 =1 =1 =1 I- —I III=1 =1 =1 =1 LATERAL (TYP) III w ` _ 3 Cc L `o `° o
= VALVE BOX EXTENSION AS REQUIRED • • • • • • " a CO �' N
to MULGH MAINLINE (24" DEEP MIN.)
-z I—III—III =III=III=III=III=III=I III= III=III=III= — 3/4" PRV _ _ _ • • cl
—
I—IIII IIII 11 a—III=1 1= _ z
FINISH GRADE N
L — — — — — — — PAVING BRICK (I OF 4)
II II II II II II II II —IIIIIIIIIIII _ _ M x F I.P.5 z W
_ _ _ _-w —_ _ IN-LINE EMITTER —III —III— III— III— — — ci0° STREET ELLS GOUPLIN6 HARGO SGH 40 PVG 6A5KETED SERVICE TEE OR
1 —11 I III III=III=III=III-10--III—III— DRIP TUBING APPROVED EQUAL OR ROMAG 202N PIPE m
i1 —III— —III—III lI lI lI lI lI lI _ CIO' STREET ELLS SGHEDULE 80 NIPPLE 3/4" DISCS _ _ III III- SADDLE OR APPROVED EQUAL W
—i F LTET —III—III Oo Oo Oo Oo Oo o Oo Oo Oo Oo Oo Oo Oo O Oo Oo Oo Oo Oo O =1 , w
SGHEDULE 40 = I— 1 �� MAINLINE AS SPECIFIED (24" MIN. BURY) N
FITTIN65 4" MIN.=11I III III III III III III o
_ CLEARANCE _ _ — - TAPE AND BUNDLE CONTROL WIRE AT 10'-0" O.G.
IIIIIIIIIII IIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (IIIIIIIIIIII-I =III—III—III— —III
ABOVE PEA -III „III — III- INTERVALS ALONG MAIN LINE
—' I111111111111111111111111111111 -1 EGO INDICATOR QUICK COUPLER VALVE GRAVEL Jil--
DRIPLINE 11— _ _ _ _ _ HUNTER MODEL: 24 VOLT COMMON AND CONTROL WIRE TO
COMBINATION = = = = = = — OPERIND 5 NOT TO SCALE UNDISTURBED NOTE: VALVE OR z
K TEE IIIIIII MARLEX COMPAC ED I. USE SGH. 80 PVC, NIPPLES AND FITTINGS. 6" DEEP (MIN.) BED OF 3/8" GLEANED AND °o
SPIRAL BARB III—III— = —III— III—III STREET ELBOW NATIVE SOIL. WASHED PEA GRAVEL t z
ELBOW (IIII (IIII IIII=1 III IIII IIII' REMOTE8 CONTROL VALVE 10
11 NOT TO SCALE I I
FLEX TUBING —III „I 1= WITH 3/4 FILTER
- z
=III-1 I I-1 I I-1 I I-1 I — W
111111111111111111
Copyright OC 2024 z
z
All rights reserved. Reproduction or use in any form o
E C O INDICATOR or by any means without written permission of Ir
Breckon Land Design,Inc.is unlawful and subject to p
J 1 MANUAL FLUSH VALVE
NOT TO SCALE PLUMBED TO DRIPLINE criminal prosecution. W
REFER TO START W
DRIPLINE GONNEGTION
0
' - FINISH GRADE DETAIL.
N
FIN 1 SH GRADE F I NDERS TAPE
III III III III III (cl" DEEP)
1—III—III—III —III—III—III; INSTALL 1/4" ABOVE GRADE AND - Z
11I III III III III III A MINIMUM OF 4" OFF WALKS LATERAL LINE
= I—III—III —III—III—I AND CURBS N
III III 11I III II (MIN. 12 DEEP)
= = = POP-UP SPRAY HEAD
HIM — SAND OR ROCK o
FREE SOIL AROUND
H 1/2" MARLEX STREET ELLS ALL PIPE
Cf0°ELL SPIRAL BARB Q
FITTIN65 LINEAR LOW DENSITY MAINLINE W
POLYETHYLENE SWIN6 PIPE (12"
(24" DEEP MIN.) � LL
SGHEDULE 40 PVC, LONG MIN., 18" LONG MAX) Q ` V o
tl
LATERAL LINE TAPE AND BUNDLE
(MIN. 12" DEEP) CONTROL WIRE AT O N
�I I II�I I I—III—III—III— —_ - - __
1—I 1—I I—I 1—I 11 1 SGHEDULE 40 FITTIN65 11 111 11 1 I- _ INTERVALS ALONG W _ N
1111
-11I-11I—III-11I _ Z
�� IIIIIIIIIIIIIII _ _ IIIIIIIII MA1N uNE � (�
CO Q w
SPRAY HEAD POP-UP SPRINKLER 111IIIIIII"'(IIIIIII"'III"='III"='III"='III"='III"='III"'IIIIIIIT1IIIlI1 Q
2 1 1 I 1 i11111 111 111 I SEE DRIP NOTES AREA PERIMETER W
NOT TO SCALE — = 1= I=11 I— FOR ROW SPAGIN6 O W
LOW VOLUME CONTROL ZONE � � I
PERIMETER LATERALS KIT-REMOTE CONTROL VALVE, ' V T Q
TRENCH SECTION 2" TO 4" FROM EDGE FILTER AND PRESSURE y
REGULATOR.
III=III=IIII =11 III=III NOT TO SCALE NOTE: FINISH GRADE 2
=IIIIIIIIIIIIIII IIIIIII 1 1 1. CENTER FEED LITE LAYOUTS ALLOW 2X MAX " MIN PVC/POLY TUBING TO W y Q
TUBING LENGTH OF STANDARD LAYOUTS. GONNEGTION; SIZE AS
I1I II II II II II 11I II I1 1 2. PLACE SOIL STAPLE EVERY 3'-5' PLUS TWO ON INDICATED ON PLANS.
FINISH GRADE HARDSGAPE PER PLAN. EACH TEE, ELBOW OR GROSS. Dripline COMBINATION TEE Z Q W .,
F =1I I= 3. BELOW ARE MAX LINE DISTANCE FOR CENTER MODEL TL0�5FTEE Q 7
Q ROTOR POP-UP SPRINKLER PAVEMENT SAWGUT, APPLY GGS-I FEED LITE LAYOUT a 5-1 PSI INLET; REFER TO FULL D- L
EMULSIFIED ASPHALT TO JOINTS, CHART FOR ALTERNATE PRESSURES: Techline TUBING w W Q Q Q
111=111I PREFABRICATED I SWING JOINT AS PRIOR TO PLACING 4 MINIMUM a_
MANUFACTURED BY LA5G0 OR WIDTH ASPHALT PATCH WHERE DRIPLINE LAYOUT > _J
Q v
APPROVED EQUAL APPLICABLE.
IIIIIIIIII 9
N II-111= rj, V) Q W 0 M
N Q J 1 1
o l l l l l l l l l l l l 11 11...."
0 0 0 0 0 0 0 0 o TYPICAL ROAD AY E ON AS DRIPLINE TUBING O W
IIIIIII III SPECIFIED AND PER PLANS. LATERAL, SNAKE w
E I1=111=1 oU oU o 0 oU oU oU ov o�o�o� AROUND BASE OF O 5
= TREES AT A 18" AND T L
—I — I 36 RADIUS
3/4" MIN. N
c = _ _ _ _ _ _ _ _ -III - BLANK TUBING TO TRIPLE SWING JOINT
O w} = = SUB6RADE ELEVATION SUPPLY HEADER LENGTH AS REQUIRED
I - III
� UJ
3 Ld Ld N
W r U)LL _ IIII TYPE A-I BAGKFILL PER ISPWG
PVC, SGH 40 TEE OR ELL—,-"
LL � O O SEGTION 506 AND SD-301, DEPTH
-IIII III m Z = = VARIES WITH PAVEMENT SECTION. TREE TRUNK
o SGHEDULE 40 PVC, LATERAL LINE 0 0 —
PVC, TEE (5x5xT)
`Q (MIN. 10" DEEP) co v z III OR 900 (SXT)
D LOCATOR TAPE NOTE
_0 z >~ EACH CONNECTION IS GAPABLE OF MAX 10 GPM PVG OR POLY PIPING `�'
_� ROTOR POP-UP P SPRINKLER E O _ = 6 AW6 SHIELDING WIRE NOTE:
3 III (SOLID BARE COPPER) 1.Q NOT TO SCALE
TO BE USED AT ALL TREES PLANTED DRIPLINE START CONNECTION >W W y
rn III WITHIN AREA NOTED ON PLAN. a Q m
77 NATIVE UNDISTURBED SOIL 12 LLJ
p p L
o = _ _ _ - _ = GLASS A-I PIPE BEDDING PER \� W m Q o o p d
NOT TO SCALE h W Wp C O-
IIIIIIIIIIIIIII III (IIII 2WCUJ
_ _ = 15PWG 5°-302 DRIPLINE LAYOUT �'� y y Y rg
=III=111IIIj11 IIII
NOOQg2�
GGOO (OR Gg05) DR18 PVG 1 NOT TO SCALE o � > >Q o m
— 10" ROUND VALVE BOX - SLEEVE. TO BE 2 TIMES DIAMETER AT TREE FINISH GRADE
N — V) Q�>W
C o z IIII = =i OF PRESSURIZED MAINLINE PIPE
Q w Dri line TUBING O
6 ADS LENGTH AS REQUIRED III 6 ROUND VALVE p
M w GLASS 200 5DR21 PIPE BELL BOX REVISIONS Q
GASKETED END VALVE FOR No. Date Description
w Q OUTSIDE DIAMETER.
N b %]DIRECT MAINLINE GONNEGTION N
CID GATE VALVE IS SIZED THE SAME = FINISH VALVE (TLFV)
z
AS THE MAINLINE IN WHIGH IT IS
GRADE COMPRESSION
Q INSTALLED - III RING (PROVIDED) O
- TWO WIRE CONTROL WIRE IN I"
PVG MAINLINE - SGHEDULE 40 CONDUIT ALONG z �z BRICK SUPPORTS _
MAINLINE 0 w d — h.. -III= PROJECT NO.:
FLOW 6" SLEEVE 6" (THREE) III N III 24029
B — — DIA. PEA 6RAVEL IIII IIII (IIII IIII U
SUMP —III —III—III DRAWN BY:
NOTE: 1I IIIIIIIIIIIIIIIIIIIII EB, BEIr
— — — — — — I. COORDINATE WITH OTHER CONTRACTORS TO INSTALL SLEEVE, CONDUIT, FINDER TAPE . ..:.0. ::. ;.':; .•. WEED BARRIER FABRIC — CHECKED BY:
m = _ _ _ = AND LOCATING WIRE PRIOR TO INSTALLATION OF ROADWAY IF APPLICABLE. WHERE APPLICABLE =III = „r= _ _ = III IIII
° 2. ROAD GROSSING INSTALLATION REQUIREMENTS APPLY WITH THE FULL EXTENT OF THE —III—$ —III—III—III—III—III— �B, HKM
° TAPE AND BUNDLE CONTROL III III III
" RI6HT-OF-WAY. -
. ° _ DATE: CD
° Dri line LATERAL —III—III—III—III—III—III—III—III- -
W I RE AT I O O INTERVALS p L L
N ° ALONG MAINLINE 3. IN GASE OF CONFLICTS WITH OTHER UTILITIES, IRRIGATION SLEEVE SHALL GROSS BELOW SPAGIN6 PER PLANS III III III III III III III III=
o =III—III—III ;° P OTHER UTILITIES. —III—III—III—III—III—III—III—III= 06/03/2024 z
N - • ' e ° • 4. THE GONTRAGTOR SHALL CONSTRUCT ALL ROAD GROSSIN65 OF THE IRRIGATION PIPE SUB GRADE -1 III III III III III III III- O
� CONCRETE THRUST BLOCK �i-
1 _ _ _ ° • _ _ WITH REBAR ANCHORS AND POTABLE WATER PIPE IN AGGORDANGE WITH THE IDAHO RULES FOR PUBLIC 1 = -
o —III—III—III—III—III-1 DRINKING WATER SYSTEMS AND THE ISPWG SD-407. MULGH PER PLANS SHEET NUMBER r ,
DRIPLINE SUBGRADE
A � FLUSHING VALVE
ISOLATION VALVE HARDSCAPE CROSSING 11 13 NOT TO SCALE L2,5
4 NOT TO SCALE 7 Scole: 1-1/2"- 1'-0" INSTALLATION NOT TO SCALE
TRENCH SECTION
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16