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IRIC�AUT ON LEGEND
SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI
SHRUB SPRAY HEAD
® HUNTER MPR40-12-CV-MPss530 STRIP SPRAY ROTOR 5'x30' .44 35
GALV. STEEL NIPPLE O HUNTER MPR40-12-CV-MP1000-90-210 (ON -GRADE) ADJ. SPRAY ROTOR 8'-15' .37 35
0
HUNTER MPR40-00-CV-MP1000-90-210 (SLOPE) ADJ. SPRAY ROTOR 8'-15' .37 35
VANDAL -PROOF CLAMP G HUNTER MPR40-12-CV-MP2000-90-210 (ON -GRADE) ADJ. SPRAY ROTOR 13'-21' .74 35
HUNTER MPR40-00-CV-MP2000-90-210 (SLOPE) ADJ. SPRAY ROTOR 13'-21' .74 35
co
O� CHECK VALVE (IF NEEDED) Q HUNTER MPR40-12-CV-M,P2000-360 (ON -GRADE) ADJ. SPRAY ROTOR 13'-21' 1.47 35
SLOPE OF STREET _ ti HUNTER MPR40-00-CV-MP2000-360 (SLOPE) ADJ. SPRAY ROTOR 13'-21' 1.47 35
(2) GALV. STEEL STREET
X - - - - - - - - ELBOWS O HUNTER MPR40-12-CV-MP3000-90-210 ADJ. SPRAY ROTOR 22'-30' .86 35
X \ O HUNTER MPR40-12-CV-MP3000-360 ADJ. SPRAY ROTOR 22'-30' 1.82 35
14
FLUSH VALVE (TYP.) AIR RELIEF VALVE (TYP.) TYPICAL DRIPLINE LAYOUT AS PER DETAIL �FIN. GR. MP ROTATOR NOTES:
X
(SEE DETAIL) (SEE DETAIL) ---t �@
( III \
WHEN SPRAY RADIUS IS BELOW 90 DEGREES, CONTRACTOR TO SUBSTITUTE ADJUSTABLE
MPCrnee -E]
RAINBIRD, XFDo06-18 NOZZLE DRIP LINE SYSTEM .5 30
------------------------ ww...v.....p.......... ................ ::::e:::e.....-...., o _ ...,.... -------------- er10 s.f.
e..p.----------
..Me.
..e
• """ "" • ' ".77.\ \ GALV. STEEL TEE OR ELBOW - INE SYSTEM 5 0 30
- - - - - - - - - - - - - - - - - .. ,..e.....,.._ • .. 4.r..y ,..^:.e....o�e::e.....e.::::,::e::::e:: .. �` • ,_ RAINBIRD XFD-06 18
e -.... Per 100s f
o..a....-.-.......e o1:::v.:4.:r..:o.....o....... ......................:.e. .
\ - DR S
\
\ �v RAINBIRD FLUSH VALVE ASSEMBLY - SEE DETAIL
BROWNLINE IRRIGATION LINE
24" TYP. 24" TYP. aR RAINBIRDAIR RELIEF VALVE - SEE DETAIL
OF TREE THE CONTRACTOR WILL NEED TO FIELD LOCATE THE AIR RELIEF VALVES AT
SLEEVE AT ALL ROAD CROSSINGS (TYP) THE HIGHEST LOCATIONS ON EACH DRIP LINE SYSTEM.
(1) MAINLINE SLEEVE NOTE:
(1) WIRE SLEEVE 1. ALL PIPE TO BE BROWN UVR PIPE. SEE IRRIGATION LEGEND. FLUSH VALVES ARE TO BE INSTALLED AT THE END POINT OF ALL DRIP LINE SYSTEMS.
SEE NOTES FOR EXCEPTIONS NOTES:
LOCATE SERVICE LATERAL IN EACH PLANTED AREA AT RAINBIRD EFB-CP-R-PRS-D SERIES REMOTE CONTROL VALVE W1 PRESSURE
I CENTER OF THE AREA. LOCATE (1) FLUSH VALVE AT REGULATOR- SIZES INDICATED
EACH END OF PLANTED AREA AS PER DETAIL -(2) RAIN BIRD 33 DLRC LOCKING W/ RUBBER CAP, QUICK COUPLER.
FLUSH VALVES PER AREA. LOCATE AIR RELIEF VALVE AS
REQUIRED BY DETAILS NIBCO BRASS BALL VALVE (LINE SIZE) T-585-70 (3/4"-2") /T-580-70-66 (2-3/4"-3"}
C2) SPRAY /` �j I1EAD ON (-Tllt'iDE 4" AND LARGER TO BE FEBCO NRS SERIES GATE VALVE -LINE SIZE.
►J1 111 1 v a WATER METERS - REFER TO CIVIL PLAN
® FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER W/ 2" WYE -STRAINER
- SEE DETAILS
O AUTOMATIC CONTROLLER LOCATION - SEE NOTE.
o o O 'DATA INDUSTRIAL' - HFSM-150 FLOW SENSOR
cn 0.
IL, 0 2 1/2" GRISWORLD 2230 ( NORMALLY CLOSED) MASTER VALVE. INSTALL
o! DOWNSTREAM FROM FLOW SENSOR.
RIDGE POINT OF BERM - FOR VALVES USING 0.2-4 GPM, USE RAINBIRD XCZ-LF-100-PRF CONTROL ZONE KIT -
1 (IF EXISTING) ® REMOTE CONTROL VALVE FOR DRIP SYSTEMS.
- FOR VALVES USING 4-20 GPM, USE RAINBIRD XCZ-100-PRB-COM CONTROL ZONE KIT -
a 1 REMOTE CONTROL VALVE FOR DRIP SYSTEMS.
1 TYPICAL PARKWAY DRIP SYSTEM LAYOUT N -
w o PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING.
IL
STAKES V o -, i � Eby 'gyp - SIZES INDICATED.
METAL o m
(SEE NOTE 3)
LATERAL LINE - ON GRADE
AUTOMATIC REMOTE VALVE
BURY DRIPLINE 2" BELOW FINISH GRADE 12" 1 ' SEE DETAIL (TYPICAL) (BROWN) UVR PVC SCH40 LATERAL LINE ON GRADE STAKED @ 10 O.C.,- SEE DETAILS 2 & 4
(I.E. TOP OF SOIL) FOR TURF AREAS. o THIS SHEET. INSTALL KING BROS. LINE SIZE INLINE CHECK VALVES @ 8 INCREMENTS
FOR SHRUB AREAS BURY 2 BELOW MID -SLOPE INSTALLATION ALL HEADS AT TOP OF SLOPE OF VERTICAL RISE.
FINISH GRADE THEN ADD 2"-3" OF BARK PER DETAIL ARE To BE BURIED AS SHOWN
\ UNLESS SITE CIRCUMSTANCES
MULCH ON TOP. (TYP.) / \/\ \/ /// /\ \ » \ _ PROHIBIT. IF SO INSTALL PER
12" �/ / \ \ \// \/\ \/ ///\/\ \� /� \ "t \/\ \/ //\ \/ z
//�/�/\/// \/\�// /� \// \ \ /�//�/�////�/�/�/// /� \ i " PERARDETAILHooK ALTERNATE LOCATION srlowN. MAINLINE -SEE DETAIL FOR INSTALLATION DEPTHS. -SIZES INDICATED.
Mainlines (pressurized) 11/2 inch and smaller shall be Schedule 40 solvent -weld P.V.C.
�/ �• \ \\/ % . " �S?`/�/�� //\/\ \ \ �,�\rte///\ �t \////�/ ///\//� ///\/\ \ s �mo. (P )
\ \� \/\ \ \ \// \ uvR PVC (BRowIvuNE) Mainlines (pressurized) 2 inch through 3 inch shall be Class 315 solvent -weld P.V.C.
RIPLINE// \ en�/� ` 12" //�/� \// \ \ ///� \ INSTALLED ON -GRADE (P ) g
RIPLINE/\ PER DETAIL
DRIPLINE CONTRACTOR TO USE INSTALL THRUST BLOCKS TO 2" MAINLINE,
ELBOW/��r�, // %/\ (cT)%�\ ,
ALL HEADS AT BOTTOM OF SLOPE
(CA) COMPRESSION ; �// /� ��/��/� �' ARE To BE BURIED AS SHOWN PVC SCH 40 WIRE SLEEVE.
,/ /\/ // �ISRIPUNE (CA) COMPRESSION
IPS FLEXIBLE HOSE \/ ADAPTER /�/�// \/�/
ADAPTER ///�/�� PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE ENCASED. -PROVIDE
(USE 795 CEMENT) PVC ELL TO\
COMPRESSION IPX FLEX HOSE - SLEEVES UNDER HARDSCAPE (CONCRETE /ASPHALT IN EXCESS OF 4' WIDE).
ADAPTER (TYP) (USE 795 CEMENT) PVC PIPING PVC PIPING NOTE:
PVC TEE (TYP) PVC TEE (TYP) 'T SLOPE INSTALLATION DETAIL * ALL CONTROL WIRE, LATERAL AND MAINLINE PIPE RUNS
(SxSxS) PVC TEE (TYP) TO BE INSTALLED IN SEPERATE SLEEVES.
(SxSxS)
PVC HEADER IPS FLEX HOSE * SIZING TO BE SCH. 40 PVC.
SUPPLY (USE 795 CEMENT) - WIRE SLEEVES, MUST BE OVERSIZED LEAVING AMPLE ROOM
FOR FUTURE WIRE ADDITIONS OR REPAIRS.
MANIFOLD
ZONE FLUSH VALVE I -PIPE SLEEVING TO BE 2 x DIAMETER OF PIPE ENCASED.
PLUMBED TO PVC (TYP)
ZONE FLUSH VALVE (SEE DETAIL) / INDICATES WATER REQUIREMENT
METAL STAKES PLUMBED TO PVC (TYP) x INDICATES STATION NUMBER PIPE SIZING / SLEEVING
(SEE NOTE 3) (SEE DETAIL) FV
X X' INDICATES CONTROLLER THIS LEGEND TO BE USED FOR LATERAL LINE PIPE
FV METAL STAKE (TYP)
(SEE NOTE 3) X x = INDICATES GPM INSTALLATION. ALL MAINLINE TO BE SIZED AS
" X\ INDICATES VALVE SIZE INDICATED ON PLAN
2 //�/� / /\j \ ('! O ('� INDICATES HYDROZONE AREA PIPE SIZE GPM's APPROX. # HEADS
\\/\ (METAL EE NOTE K3)(TMP) TRIANGULATE EMITTER SPACING (TYP) IRRIGATION NOTES
TRIANGULATE EMITTER SPACING TYP X (SEE NOTE BELOW FOR LATERAL AND 1/4' 9-812 111104
X (TYP) X IN LINE SPACING) DIAGRAMMATIC PLAN ATER LINE UNDER PAVING
X (SEE NOTE BELOW FOR LATERAL AND (SEE NOTECHECK 5)
AS NECESSARY (TYP) THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE VALVES, ETC. SHOWN WITHIN PAVED ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24" DEEP. ALL LATERAL LINES 1 1/4" 13-22 15-20
IN LINE SPACING) PVC SUPPLY MANIFOLD AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24" DEEP.
RIPLINE 11/2 23-38 21-30
\� /\ DRIP REMOTE CONTROL VALVE ALL LINES TO BE INSTALLED IN SLEEVE 2X DIA. OF LATERAL LINE.
DRIPLINE LATERAL PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE.
\\ (OR EQUAL) SEE LEGEND/ CK (SEE DETAIL) 2 39-50 31-35+
AIR VACUUM RELIEF SPECIFICATIONS FOR LATERAL SPRINKLER ADJUSTMENT REQUIRED SYSTEM COVERAGE NOTE: LATERAL SIZE IS SHOWN AT EACH VALVE EXIT.
AND IN LINE SPACING SUPPLY MANIFOLD THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN
VALVE & VALVE �_ CONNECTION (PVC TO TEE) NOTE: CONTRACTOR IS REQUIRED TO PROVIDE
AREA PERIMETER FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND ORDER TO GUARANTEE 100% COVERAGE. CONTRACTOR TO CONTACT THE SLEEVING FOR ALL LATERAL LINE AND MAINLINE
BOX AT HIGHEST (OR .EQUAL)
POINTS ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S) RESULTING IN UNDER ALL PAVING SURFACES THAT EXCEED 4' WIDE.
BLANK DRIPLINE PERIMETER LATERALS - 12" FROM DRIPLINE LATERAL
PAVING OR EDGE OF TREATMENT (OR EQUAL) SEE LEGEND/ DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. C{ i RACTOR TO USE ADDITIONAL COST TO THE OWNER.
SPECIFICATIONS FOR LATERAL PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY
COMPRESSION AIR RELIEF LATERAL - BLANK AND IN LINE SPACING SUPPLEMENTAL 'TREE IRRIGATION
CROSS
DRIPLINE (OR EQUAL) AREA PERIMETER PERCENT (50%).
NOTES (CENTERED ON MOUND OR BERM) FIELD CONDITIONS TREES WHICH HAVE NOT BEEN SUPPLIED WITH A ROOT ZONE WATERING
AIR/VACUUM RELIEF VALVE AIR RELIEF LATERAL - BLANK DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE SYSTEM IN DRIP IRRIGATED AREAS ARE TO RECEIVE (4) PC -OS W/ PC DIFFUSER CAPS SPACED EQUALLY
1. SEE IRRIGATION NOTES,LEGEND/SPECIFICATIONS FOR ALL DIMENSIONS PLUMBED TO DRIPLINE DRIPLINE (OR EQUAL) IN 24" DIA. AROUND TRUNK OF EACH TREE AND TIED INTO THE DRIP SYSTEM
AND LATERAL AND INLINE SPACING (OR EQUAL) AT EACH HIGH POINT (CENTERED ON MOUND OR BERM) DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR
2 ALL FITTINGS TO BE USED WILL BE PER MANUFACTURERS CK (SEE DETAIL) PERIMETER LATERALS - 12" FROM GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE DRIPLINE INSTALLATION AT TREES
CHECK VALVES AS NECESSARY (TYP) FV PAVING OR EDGE OF TREATMENT CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS CONTRACTOR TO INSTALL DRIPLINE AT TREES TO PROVIDE 48" SQ. CLEARANCE AROUND TREE TRUNK
SPECIFICATIONS. USE COMPRESSION FITTINGS ONLY OR APPROVED (SEE NOTE 5) AIR/VACUUM RELIEF VALVE i
EQUAL NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY
PVC SUPPLY MANIFOLD PLUMBED TO DRIPLINE WHICH ARE INSTALLED IN DRIP IRRIGATED AREAS. MAINTAIN DRIP SYSTEM CONNECTIONS WITH
3. BURY DRIPLINE 2" BELOW GRADE AND STAKE EACH DRIPLINE AT 4' SUPPLY MANIFOLD (OR EQUAL) AT EACH HIGH POINT REVISIONS REQUIRED. APPROPRIATE DRIPLINE ELL'S AND TEE'S
O.C. OR AS NECESSARY TO INSURE SECURITY CONNECTION (PVC TO TEE) DRIPLINE SPACING NOTE: (SEE DETAIL)
2. ALL TREES ARE TO BE PLANTED WITHIN CENTER OF DRIP LINE RUNS. (OR EQUAL) DRIPLINE LATERALS WITHIN TURF AREAS SWING JOINTS 'I HEAD INSTALLATION ADJACENT TO HARDSCAPE (FONTANA)
KEEP DRIP LINE A MINIMUM OF 2' AWAY FROM TREE TRUNK. DRIP REMOTE CONTROL VALVE ARE TO BE SPACED AT 12" O.C. INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS, USING STREET ELLS, ALL ABOVE GROUND IRRIGATION HEADS ADJACENT TO STREETS OR STREET ADJACENT IMPERVIOUS
(SEE DETAIL) AS PER DETAIL. SURFACES ARE TO BE INSTALLED 24" AWAY FROM THE EDGE OF THE SURFACE. SEE SPRAY
5. INSTALL CHECK VALVES AT 6' ELEVATION CHANGE INTERVALS (TYP) DRIPLINE LATERALS WITHIN HEAD DETAILS FOR ADDITIONAL INFORMATION.
SHRUB/GROUND COVER AREAS ARE TO MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED CITY OF FONTANA
BE SPACED AT 18" O.C. THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE
AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION; AS NOTED ON THE PLAN. IRRIGATION CONTROLLER STANDARD
BEFORE INSTALLING THE SYSTEM, CHECK POINT OF CONNECTION AND IMMEDIATELY
NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED FOR COMMUNITY FACILITIES DISTRICTS
3 XERIGATION CONTROL ZONE KIT GALLONS PER MINUTE ISNOT AVAILABLE.
(CFD' S)
PVC SCH 40 ELL
STEP ' 2 1 Toro Sentinal controller installed in approved stainless
PVC SCH 80 NIPPLE (TYPICAL, HARDSCAPING(SEE NOTE 4) steel Edison meter box enclosure.
LENGTH AS REQUIRED)
30 -INCH LINEAR LENGTH TOP OF MULCH v v4
OF WIRE, COILED •I•1.�,
7 -INCH ROUND VALVE BOX: • • - Contact Aqua Flo with the following numbers for the City
WATER PROOF CONNECTION: •f•• ,• ,• _ _
RAIN BIRD SPLICE -1 AIR RELIEF VALVE KIT: STEP 2 4 3 - - Of Fontana meter/controller.
OF 2 -I =I III -I _
(1 ) RAIN BIRD X17000 I -III
VALVE BOX WITH COVER AR VALVE KIT -I I (_I ( (_ I Fontana part # for a 24 station controller
ESB24 U2 MPEAl6l0K OBl
ID TAG: RAIN BIRD VID SERIES _
TOP OF MULL �1 7" IRRIGATION BOX
1 CLEAN BACKFILL -SEE n controller
FINISH GRADE 2 6 5 z _ _ Fontana art #fora 48 stat><o CO o
FINISH GRADE -I I SPECS. FOR MATERIAL. P
STEP 3 90% COMPACTION REQUIRED
FINISH GRADE OR I=I ( ESB48-U2-MPEAl6l0K-OBl-VRA
MULCH
CONTROL ZONE KIT: RAIN BIRD XCZ-10000M 1 3" MIN. I III -III -III-III III -III `y -I
(INCLUDES: FPT BALL VALVE, I ' 1 I -I I I 1-I I 1-I I I -I I 1=1 I I-- O3 1 /2" DRIP LATERAL (= I PROVIDE 6" MIN. OF SAND Available through AQUA FLO
RBY 100C LSS FILTER, 10OPESB VALVE, I -III III= -III=III= - BEDDING AND SHADDING
LANDSCAPE DRIPLINE TUBING: =III= = 3 1 x,111= LINE ......_ ED
PSI-M40X-100 PRESSURE REGULATOR) I I -III I =
Prima Contact:
(SEE LEGEND FOR TYPE) FLUSH VALVE STEP 4 7 " I- 6 TYP I I CONTROL WIRE SLEEVE - Renee Erlenbach (rerlenbach@aquaflo.com)
0 o I11 (� O _ I I I I SIZE PER PLAN INSTALL -
PVC LATERAL D _ = 4 ".
III III MDICBI COUPDCF CAP 8 - -ADJACENT TO PRESSURE Phone (6611 257-0909
PVC SCH 40 MALE ADAPTER / I
=111= � "
-II - . .:: .. .. .... III- SUPPLY UNE
PVC SCH 80 NIPPLE, CLOSE (1 OF 3)
I- I I I -I Fax (661) 257-9500
" - PRESSURE SUPPLY LINE
O - I =I ........... _ SLEEVE - SIZE TWICE
PVC SCH 80 UNION FOR 5 PEA GRAVEL
SERVICING ASSEMBLY 1. SLIP BASE SOCKET OVER ENDS OF WIRES. N 1E1 I JE DIAMETER DIAMETER OF PRESSURE Secondary Contacts:
PVC MAINUN o -� Greg Fax (gfay@aquafl .com)
3 -INCH MINIMUM DEPTH OF 2. STRIP WIRES APPROX. 3/8 FROM ENDS -
- SUPPLY LINE O
0000 o O 0 O o O o O O O O 5 TWIST TOGETHER. I I- -IIIIII-III-III_ NON -PRESSURE LATERAL Corey Raden (craden@aquaflo.Com)
3/4 -INCH WASHED GRAVEL O O O O 3. PUT CRIMP SLEEVE OVER WIRE ENDS - I -I II I LINE SLEEVE -SIZE TWICE
BRICK (1 OF 4 PVC LATERAL PIPE 3 -INCH MINIMUM DEPTH OF O^OOOO^O^O^O/-�O^O^O CRIMP AND CUT OFF EXCESS WIRE. DIAMETER of NON PRESSURE
PVC SCH 80 NIPPLE (2 -INCH SEE LEGEND 3/4 -INCH WASHED GRAVEL l 1 n � ( ) l 1 � ( ) t 1 i--, ` 1 t ] LATERAL LINE Sharon Fay Allen -President -Aqua-Flo Supply
LENGTH, HIDDEN) AND 4 PLUGAPPLY SEALER
CAVITY WITH ESEALER.
ALING
NOTES: (805) 967-1938
PVC SCH 40 ELL
5. PULL BASE SOCKET OVER CRIMPED CON- 1. ALL SLEEVES TO BE SCH 40 PVC. C A� q
PVC SCH 40 TEE OR ELL NECTION AS FAR AS POSSIBLE. 2. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS. VL CITY OF r O � T A A
NOTE: 6. PUSH SEALING PLUG INTO BASE SOCKET. 3. ROUTE SLEEVING AROUND HANDICAP RAMPS. ��`-
PLACE ALL AIR RELIEF ASSEMBLY
AT HIGHEST SPOT IN THE FIELD FOR 7. PUSH WIRES TO END OF BASE SOCKET 4. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY
STANDARDS. (24 MIN. TO 36" MAX DEPTH TO TOP OF PIPE BELOW LANDSCAPE PLANS
TO ASSURE COMPLETE SEALING OF HARDSCAPE SURFACE.
Call Underground Service Alert EACH SYSTEM.
CONNECTION. DRAWN B'' DUNCAN & COYOTE CANYON ROAD scALE,
8. RAIN BIRD "SNAP-TITE" WIRE CONNECTOR LOT D & E DETENTION BASINS AS SHOWN
at least 2 days OR APPROVED EQUAL.
DESIGNED Hr IR ATI N DETA ETES & LEGEND
before you dig
Know whaft below. L5) CONTROL ZONE KIT 6 AIR RELIEF VALVE 7 FLUSH VALVE ASSEMBLY
8 IRE CONNECTOR 9 TYPICAL SLEEVING BY, APPROVED Hri TE' , 4952 418
Fv
0811 before you dig.
CITY ENGINEER R C.E 51152 EXP. DATE
S I T IL' S C A P E S
Landscape Architecture
and Planning
3190 B2 Airport Loop Drive
Costa Mesa, CA 92626
Richard Polhamus, License CA -#2782
(949) 644-9370 (714) 210-3140 FAX
NO.1 REVISION
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