HomeMy WebLinkAbout3146-12�7
SITE 1
\ rr4v vrrir/
\ /; rraU 4vf#ffi/
ryif r`l#lg,#jv`F`�
. r frfyf� fhrrr .. ;
SITE 2
P PR
�,yr,�y✓r f .." r /fy'u#ava{ ff`/ ✓i ✓rrr�55'HfIlrtb"SfrrU4£�� f
Ck
-
#,
r� vvrvv r ..
7/iy#r3$5rr "i 5: r4#k :rvi� ,C r✓
rrrr rarx ry #
^rfrrfffrfrrr#i Y fz�%�f�li/'fr{rarf a-�;ia' ... (.
-
O J ADJUST AN.;D/OR
P'G RELOCATE
1/ IRRIGATI HEADS AND
PLANTING `'AREA
O
Ito .10 b TO ENSURE 100%
COVERAGE.
SITE 3
�n v
yr ��
AI
aYY roc
PSI
#r rr
COVERAGE,
570Z -12P -SI -COM 8-0 8'
.24
vyrrfrr>
ava.
�5
¢¢ �f / SSr
570Z -12P -SI -COM 8-H 8'
.50
30
0
TORO
(J
V,►
I '`
ADJUST A1D/OR
TORO
570Z -12P -SI -COM 15-H 15'
1.65
RELOCATE EXISTING
TORO
570Z -12P -SI -COM 15-F 15'
IRRIGATIO4. ;HEADS AND
30
SUPERIOR 950DW UPGRADE EXISTING VALVES TO NEW 2” SUPERIOR VALVE.
PIPE IN i?I,:ANTING AREA
afrr#rr
KR
Taj ENSIfE 1007.
r
P
r.. Ir<a
SITE 3
�n v
yr ��
ENSURE. 100%
aYY roc
PSI
#r rr
COVERAGE,
570Z -12P -SI -COM 8-0 8'
.24
vyrrfrr>
ava.
�5
¢¢ �f / SSr
570Z -12P -SI -COM 8-H 8'
.50
30
0
TORO
(J
V,►
I '`
ADJUST A1D/OR
TORO
570Z -12P -SI -COM 15-H 15'
1.65
RELOCATE EXISTING
TORO
570Z -12P -SI -COM 15-F 15'
IRRIGATIO4. ;HEADS AND
30
SUPERIOR 950DW UPGRADE EXISTING VALVES TO NEW 2” SUPERIOR VALVE.
PIPE IN i?I,:ANTING AREA
afrr#rr
KR
Taj ENSIfE 1007.
Underground Service Alert
Call: T011 FREE
1-800
227-2600
TWO WORKING DAY'S BEFORE YOU DIG
/
COVE RA E
rc#r f� f P
ra
{i✓ r v # v
CONTRACTOR SHALL REMOVE
AND REPLACE CONCRETE
PANEL PER CITY'S
STANDARDS. INSTALL
IRRIGATION LATERAL LINES4;�f;y;� �f„fr rrfffr%
SLEEVES. f ffrffof�o#;fry'/,r
arr r< rrrrr r vrr r
rr � Gy�rr�r4f ry,i '�
\ rr
r
ADJUST AND/QR
RELOCATE EXISTING'.
rRECONNECT IRRIGATION HEADS AND
TO EXISTING PIPE IN TURF AREA TO
SYSTEM. ENSURE 100% COV ERAG
VERIFY IN FIELD.
33.3 GPM
REQUIRED F
THIS SY M.
RE NECT
EXISTING
YSTEM.
s�
A
�L
'1
q�
SITE 4
1
! ,
lj
32.3 GPM i #
REQUIRED FOR
THIS SYSTEM.
o
i
CONNECT,. PROPOSED IRRIGATION °SYSTEM TO ;
EXISTING VALVE. VERIFY LOCATION, SIZE OF
VALVE ANO PRESSURE PRIOR TO INSTALLATION.
EXISTING VALVE SIZE AND LATERAL SHALL BE
(UPGRADED TO LARGER SIZE TO ACCOMMODATE
NEW G,P.M. AND EXISTING G.P.M REQUIREMEN S.
'COORDINATE WITH CITY'S REPRESENTATIVE.
IYIAITDA/'`TOD CLIA( 1 DCII/l\!C Akin
REPLACE CONCRETE PANEL PER
CITY'S STANDARDS. INSTALL
IRRIGATION LATERAL LINES AND
SLEEVES.
SCALE: 1 20'
0 20 40 60
IRRIGATION
SYMBOL MFG.
LEGEND
MODEL NO. AND DESCRIPTION RAD
GPM
PSI
TORO
570Z -12P -SI -COM 8-0 8'
.24
30
�5
TORO
570Z -12P -SI -COM 8-H 8'
.50
30
0
TORO
570Z -12P -SI -COM 15-Q 15'
.85
30
e
TORO
570Z -12P -SI -COM 15-H 15'
1.65
30
TORO
570Z -12P -SI -COM 15-F 15'
3.60
30
SUPERIOR 950DW UPGRADE EXISTING VALVES TO NEW 2” SUPERIOR VALVE.
COORDINATE
WITH CITY'S REPRESENTATIVE. TOTAL G.P.M. ON NEW VALVE SHALL
NOT EXCEED 55 G.P.M.
IF THE UPGRADE OF EXISTING VALVE AND LATERAL LINES
DOES NOT
ACCOMMODATE FOR THE NEW IRRIGATION SYSTEM, THEN THE
CONTRACTOR SHALL INSTALL NEW VALVES WITH A BATTERY -OPERATE
CONTROLLER.
- - - - -
SCH 40
PVC MAINLINE - POINT OF CONNECTION TO BE DETERMINED.
CLASS 200 PVC LATERALS - 3/4" UNLESS NOTED OTHERWISE.
- - - - - - -
SCH 40
PVC SLEEVING - TO BE 2 TIMES THE SIZE OF THE PIPE.
SLEEVE
NOTE: ALL PIPE THAT CROSSES UNDER PAVEMENT, AND STRUCTURES
TO BE IN
SLEEVES
IRRIGATION NOTES
1. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION
SYSTEM GIVING FULL COVERAGE AND READY FOR USE BY THE OWNER. THE DRAWINGS ARE
BASED ON LANDSCAPE AND GRADING DRAWINGS IN EFFECT AT THE TIME THESE DRAWINGS
WERE MADE. ANY DISCREPANCIES, OMISSIONS, ERRORS, ETC. ON THESE DRAWINGS OR ON
SITE CHANGES, DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY
TO PROVIDE A COMPLETE SYSTEM AS SHOWN, IF NECESSARY, THE CONTRACTOR MAY, WHERE
CHANGES OCCUR, ADD OR DELETE SPRINKLERS, REROUTE PIPE, ETC. TO ASSURE ADEQUATE
AND FULL COVERAGE.
2. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL INSTALL CHECK VALVES IN ALL HEADS IN WHICH LOW HEAD DRAINAGE
OCCURS.
4. LOCATE ALL VALVES IN PLANTING AREAS.
5. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC, THEREFORE, CONTRACTOR MUST MAKE
ADJUSTMENTS IN THE FIELD TO INSURE ADEQUATE COVERAGE.
6. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES.
7. ALL SHRUBBERY—TYPE HEADS ADJACENT TO WALKS SHALL BE INSTALLED AS LOW AS
NECESSARY TO PREVENT ANY DAMAGE TO IRRIGATION SYSTEM.
8, THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR. ANY DEFECTIVE
MATERIAL OR POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE IRRIGATION
CONTRACTOR AT NO COST TO THE OWNER,
9. PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING, AND 12" OVER ALL
NON—PRESSURE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED
IN A PVC SCH. 40 SLEEVE WITH 36" MIN. COVER. CITY DEPTH REQUIREMENTS FOR
PIPE SUPERSEDE ALL THE ABOVE DIMENSIONS.
10. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM
PERFORMANCE AND TO PREVENT OVERSPRAY AS MUCH AS POSSIBLE.
11. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD
THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN
DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE OWNER'S AUTHORIZED REPRESENTATIVE; OTHERWISE, THE IRRIGATION CONTRACTOR MUST
ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS,
12. FINAL LOCATION OF AUTOMATIC CONTROLLER AND THE BACKFLOW PREVENTER SHALL BE
DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT.
13. LOCATION OF P.O.C. IS ONLY DIAGRAMMATIC. LOCATION MUST BE VERIFIED IN FIELD.
14. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL
BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER
ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF
REQUIRED TO OPERATE SYSTEMS.
15. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER AND BACKFLOW PREVENTER TO
BE OF MATERIAL AS REQUIRED BY CURRENT WATER DISTRICT.
KEY MAP
NOT TOSA
CLE
o I I SITE 1 \
SITE 2 —�
3
n\r
SITE 4
I