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BAS EL I N E R01 OAD
LIUIT OF WORK
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ELECTROLYSIS
TEST STATION
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PIPE 7 "1 e"
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4- 1 Lateraq Une 56 PSI
1 V 6
3/4r' /�PIPE SLEEVE
Fiffifings xP
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MWD
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1,5 PSI,
R_1W Valve
192- 2 1 /211 311411
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3/41'
Backtlow I I �00 P1931
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777K� _101 %
ZWIRE SLEEVE 1-19.36
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I T PIPE Water Meter 1,80 PSI
PIPE S a
5
3 1"1 1/211
SLEEV 1411 -31
.00 6M
A.,
Elevation Change 0 psi i
�ffingm ff
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3 f4V
x I PSI
3 otal Loss
\-VVIRE SLE
219
Head Presssure Rea.
N.A,P.
40 PSI
V PtPE SLEEVE /4" >
2
Minimum Req. Pressure -2
Jr, -
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-5 psi
7.43
A/
'Kit
Stallic Pressute
34"
-y
80 Psi
Y
AREA NOT
A Desqan Pressure- (SAFEI-Y 10%) 72 PSI
PART
OF PROIJEC I LIN4111 j H 4
PROTEC"Ir IN PLACE EXIST ING LINES.
VV
REPLACE HEADS WITH NEW A '44-57 PSI
Resi ual Pressure
SHRUB POP -UPS AND TIE INTO its 4,
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PROPOSED SYSTEM
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7.6/
/2" A 2
"l -he ciontactor shafl notif� the Landscape Architect and the City Inspec ims, a
41
N,A�P� minimum of Ate houms pnor to starfing %construction.
Z Thet� design -is diagra-mmatic ons. , AJI piping, valves, backflowr pre-ventooms, 1,.Miring,
y
for des' n clardication oniv, and shall be
th. are- i Ig I
'400� 4..0 11 /21; eatc. shc*.,n W.' in Paved a
T6
4 1
i - ever Dossi
installed 'in planter areas where ble.
211
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3/4-
& Do no' W11fully install the inigabon s
ystem as shov-,f on tinese dravvings vvhlen s
/3/411 obvious in t e field that obstnuctions, grade dfflemences or diffienrences in area
dimens-ons ex- t that might not hake been considered in the engineeOng. Such
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andst
obstracfions or differences sha" be b. -ought, to- 'the attention of, t; te L cape
2 4,0
3/4�1 /440TE:
4�O
60 9A Architect 'in the event this notifirca-tion is not perforrnedA in ,offl-Ing, the contra&tori
26, LOCATEAND INTERCEPT EXISTING
_V ZZ ions - ilit- any me -visions necessairy.
shall assume 1 -11 reasp i I y
WIRES AND RUN TO NEW CONTROLLER.
11 1/2" 4, 111 is the responsibility c1 'the contractor to familiarize themselves With ail grade
31
APPROXIMATE LOCATION.
differences. loc tions of ft -tures, utilities, signs, posts, polies, wallis an paving -
<OF The contraebor shall repair or replace all items da maged by their work. The shall
oe �y
4
291�6 ELECTROLYSIS coordinate their work with other contractors (if any) for the location and
Ilation of pipe sleeves and latterals through walls, under
1 1/211 TEST STATION Instal roadways and undegri
paving, etc.
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5. All imigation equipment shall be installed as per manufacturees recommendations
and specifications. Refer to specifications for additional infonination.
611 All lateral. mainflne piping and controf winers under paving shall be installed in
tie inimum of Wtice (2-� the
separate � , eves. Mainline sleeve size shall be a ml A f
outside diameter of the pipe to be sleeved� Conbioll wire sleeve,,s shall be of
sufficient size fol, the required numbel- of wires under paving. Referto plan,
7
All sle-eves under rcedways shall be sdhiedule 80 (new). Exis ng sleeves shall
remain in placee, if extensions are required the pipe shall be sr, 1 80. Latteral line
sleeves under paving shall be schedule. 40. All sleeves shall be P.V.C. or as
noted on plans.
8. Pipe wes shall confb"n to those shown on on the plans and detaills. No
substitutions of smaller pipe sizes shall be pemmitted, but substitutions of larger
sizes may be approved. All damaged and rejected pipe shall be removed from
the site at the time of said rejection.
9, The contractor shall make the final connection from the electdcal source to the
controller,
10. ADV (anfl-dre-in valvel units as sh-own in the details are- for tw
y iical installation
liation the contract -Or
only, and may not be required on all hewds. Priorto instal.
re or
shall verify with, the on site grades. if there is an elevation diffe. ence of 24"
Z more. between the highest head and lawest head an a srstern, the ADVs shall hbe-
installed perthe detail.
All sprinkler heads shall be set petTendicular to finish grade unless othenvise
specified,
The contractor shall flush and adjust all spnnkler heads and valvea for optimum
Coverage, eliminating over spray onto walks, streets, walls, etc.
13� Pop-up spray heads shall be inetalled in all t In areas and lanascape areds
adjacent to walks, and did-ures, Instalill pop ups to the he.ght specified in the
A , "on legend and details.�.
lmgatl
14. he hrTigation _,:�ystem shall be fully auttomat-ic. Control valves shall be installed Der
detalls.
I a 0 1
IN I a
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SCH 40 PVC SLEEVING
1,25TSUEEVE
SHRUB HEADS - 1,211 POP -UPS
SYMBOL MANUFACTURER/ RAD I PSI
GPM NO I ES/
-FAIL
__H_
F
MODEL
::0:1
DE
�-H
Q
11 F
A F
_,A
i 20
V
41
JR-AINBIRD 1812 - SAM - PRS - 5 1 5' 3 0
.10 11 .20 Al
39-54 WIRES
1 8; 1 30 1 .26 52 11,55 '. 05
RAINBIRD '181-4 - SAM - PRS - 88
4" SLEEVE
-in
RAIN -SAM -PRS- 40' 1 30
BIRD 1812
�39 1 79 2.1 1.58
61' SLEEVE
T_
&
i, r, -121 112; 1 30
RAINBIRD 1812 - SAM - PRS
65 1 1
- , 3 �95 216
8"SLEEVE
RAINBIRD 1812 - SAM - PRS - 15 15' 30
17
1.885 278' 3
T
1_2' RAINBIRD 1812 - SAM - PRS - 4_115/ 30
.61 1 121 !1 121 1 1
1 1rj-EST/CST/S- ST 4x3O
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IRAINBIRD 1812 - PA - 8S - 1402 1 2' 30
.5
TURF ROTORS - 6 POP -UPS
SYMBOL
MANUFACTUREE-W RAD PSI
GPM NOTES/
MODEL
DETAIL
Q
H i F
2
f.75 S1111.5 SR/ 3.0 SR 2 %5 110 .75
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SHRUB ROTORS - 12"POP-UPS
SYMBOL
MANUFACTURER/ RAD PSI
GPM NOTES/
MODEL
DETAIL
F
HUNTER PGJ - 12 - V - (1 �O/ 2.0) 19' 40 1 1�0
2.0 1
71 4
A A
HUNTERPGJ-12-V-1 .0/4.01 2 51' An nn
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SCH 40 PVC SLEEVING
1,25TSUEEVE
1-8 WIRES
Nm
1 55' St EEENI E
9-16 WIRCE-7:8
051 PIPIE
2" SLEEVE
17-26 WIRES
0,17T PIPE
25' SLEZE-EVIE-
27-38 WIRES
P 19 P E
3" SLEEVE
39-54 WIRES
11 .25 IP
4" SLEEVE
55-4100 WIRES
11.672"PIPE
61' SLEEVE
11 00+ WIRES
2,5173" PIPE
8"SLEEVE
N/A
4" PIPE
I 12t% S -I EEVIE
NIA
6" PIPIE
-9 0"% a
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9/30/09
EXP. nATE:
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OF CN
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LandzscapeAr,-hite urg_--:�&S'-� PIann;ng
0- N. Joy �31r'lvet
(lornonik"), 1-4- 000
lhone, 909.737.1 _124
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