HomeMy WebLinkAbout2483-12.tifMi i
WD EASEMENT
PER CIVIL ENOINF�R� o a,�I�,I�%ES AS
MWD EASEMENT
0
AJCURB CHT4 AKfn Ann%r-f1A -i
DIN,
LOT 48
LOT 55
EXISTING
AUTOMATIC CONTROLLER or 11"
I (3 -)STATIONS -
INDEPENt)ENT 115V/60CYC/2 AMP ELECTRIC CIRCUIT TO
BE PROVIDED BY DEVELOPER
EXACT LOCATION TO BE DETERMINED IN THE FIELD.
PROTECT IN PLACE. ALL SHADED AREAS F-25 THR -3L F•loir ,
SIZZ QUANTUY PSI LOSS
N
Water Meter
_ SW
Static Water Pressure
Backflow Preventer
± EIevation Changes
— 431 --
Master Valve
-. ....
._.
FIow Meter
Less Total PSI Loss
'SS
Pressure Reducing Valve
00-
Less Sprinkler Operating Pressure
Gate Valve
�N '
—4
Mainline
20
Fittings (10'/o Design Pressure)
L.g.
Remote Control Valve
ZM
Lateral Line
ALt.O W
Misc.
..._
Total PSI Loss
_ SW
Static Water Pressure
Ov
± EIevation Changes
— 431 --
Adjusted Static Water Pressure
97
Ajusted Static Water Pm wm
Less Total PSI Loss
'SS
Equals Mitimum Pressure to Farthest Head
22
Less Sprinkler Operating Pressure
��
Equals Residual Water Pressure
—4
f %w 0
20
F27 6yllt#
N
W •
WATER METER NO.
SYSTEM "M"
PSI - RECORD DRAWING
?_o- PSI"A8-SUILT" INFORMATION SHOWN ON THEBE PLANS WAS PIiOMIDED E `
PARK
A L.L i Q2 nP 9z iM kA.M_,
Minor alterations to ariga*m and plating may have occurred dura
installation. These adjustments maintain the original design intent.
warrantee, expressed or implied is offered by J.H.A., Inc. Contractor
responsible for conformance of all landscape construction to an appiicai
STING SCH. 40 RIGID PVC CONDUIT WITH SWEEPS FROM codes, standards, regulations and otherrequiremer�ts.
1
'M' LOCATION. PULL NEW COMMUNICATION CABLE JA A. MC. LAN MMKROB, 11zW1 Mill!
ROLLER AND EXTEND AS SHOWN. 444&CEDSTUDIO 260
SOIJM SE40K CA 92075I THE L..
_ LOCATE EXISTING 3" SCH 40 PVC SLEEVES WITH SWEEPS FROM
P
CONTROLLER 'M' (2 TOTAL). PULL NEW CONTROL WIRING FROM 00e: BY:GROU
CONT OLLER AND �ATEND TO VALVES AS SHOWN.
I N C
L4403CJV8 M-
ARCH,CMR1 UROAN OESiGH
30315 CANW 000. STREP i •SUITE 10
AGOURA HILLS, CALIFORNIA 91301
TROL IR EXISTING 12" • 2�4;eN• A40Pyr t8181 889-9904 FAX: (818) 889-9907
tMl1NlGAT- -- Gltl_►t.F f MAlk %6-eWO 3f PARA- L y.
CONTRACTOR TO EXCAVATE AT EXISTING BACKFLOW PREVENTION 1932 E. DEERE AVE. • SUITE 100
DEVICE * AND PERFORM PRESSURE TEST TO VERIFY THE EXISTING SANTA ANA CALIFORNIA 92705(714) 251-965 FAX. (714) 251-9657
INSTALLATION IS LEAK FREE. REPAIR AS REQUIRED AND PROVIDE
BACKFLOW CERTIFICATION. , W
EXPOSE EXISTING MAINLINE, CAP PRESSURE TEST AND PROVE Z O Signature
WATERTIGHT BACK TO BACKFLOW. TIE IN AND EXTEND NEW `� J I
I EET AS SHOWN. REMOV U
' S TEM MAIN O HIS POINT DOWNSTREAM. MA11Zfw
i
►� AwW 19��" QG. 2 -� OFPF W Al.� IN I.I�I� `c
<Po/rl/1 w j4 _ w, FW 0&9s or �M
4- 04at'll""i4ilil-. *rPA wl a res
N4
LOT 48
f phi f- '7�r"•rti w �p7 •
CONSTRUCTION NOTES`���.GENERAL 6, AREAS THAT NEED TO BE DEFINED IN ORDERTO DETERMINE EXA
1. INSTALL ALL PRESSURE AND NON -PRESSURE LINES AND ANY LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING
1 TY'. STUB -OUT LINE FOR FUTURE PHASE 11 EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATIO
O N.
CONNECTION SIZE AS NOTED). SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.)
7. AS -BUILT DRAWINGS AND SPECS. SHALL BE MAINTAINED ON SITE AT
1 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE ALL TIMES. AS -BUILT DRAWINGS SHALL BE UPDATED ON DALY BASIS.
O TYP. MAIN LINE SHALL BE CUT AND CAPPED WITH SPECS. AND CONSTRUCTION DETAILS. SEE SHEET NO. LID .I NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS.
WHEN PHASE 11 BECOMES OPERATIONAL.
3. FOR SYMBOL DESIGNATION, SEE LEGEND ON SHEET NO. LID.I :. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND
VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE
I I' tN �� I 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD
Now:BE ADJUSTED FOR OPTIMUM PRESSURE, OR AS NOTED ON DRAWING. PROVE DETRIMENTAL TO FINAL COVERAGE, THIS SHALL BE BROUGHT
�L;I�IAY4 ~4 &- 4FM 410 MAIN Le Nty M TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO
R#xckr*4M;;10 trice roszrd W49 Ze 6m4M . 3.ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS, WALKS, AND ROAD- DO SO, THE CONTRACTOR WAY BE RESPONSIBLE FOR ANY ADJUST -
WAYS BY 04DVKXJALLY ADJUSTING SPNKLR HOS AND CONTROLVALVES MENTS REQUIRED.
T 4 . A hyA***tw - tm {- o t- W Pal
GOh�(M• G� p� l y oN N•ARaP�►F� cstGl�
cowpoke V00 11"1 44p, M 1.1�
NOTE: MAIN AND WIRES TO BE LOCATED BEHIND
IBLE ' . IM► vN LId.2
A a . .►�.. A-1 WALKS WHEREVER POSSt
LOT 17-1
LIWIIT OF WORK
1
Sam-
LIMIT OF WORK
TRACT 14570
SEE SHEET L1.9 FOR IRRIGATION NOTES
1 2
north
1
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LOCATION KEY
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3-28-97 CITY P.C. REVISIONS
Dam January 6, 1996
Drawn N
Stmt Thi♦
LANDSCAPE
_ IRRIGATION
PLAN
■ •, Job No.
1923.5
• � -ola ca�2o t� AGrI -
REV DATE DESCRIPnoN PP'C
w
APPROVED BY CITY OF FONTANA
Sh" No.
25128 .T•� s -'
ROBERT WEDDLE RCE DATE
CRY ENGINEER
My Authority Expires
2 of y/ Shaft
SCALE: i"ll
PHASE 1 B#2
uZiRlep f1hitT Oro, nJ5 (C.0,510
DWS.2483