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IRRIGATION LEGEND
SYMBOL DESCRIPTION MANUFACTURER PSI RADIUS GPM '
SPRAY HEAD -FULL i PART CIRCLE ;
I MICROSPRAY HEAD RAINBIRD XERI- BUBBLER SXB -190 -050 30 20 13.0
2 MICROSPRAY HEAD RAINBIRD XERI -SPRAY XS -190 30 6.7 -10.6 0 -31.0
MICROSPRAY HEAD RAINBIRD XERI -SPRAY XS -360 30 9.2 -13.4 0 -31.0
PIPE , • , , ,
' . 4• ,'
PRESSURE SUPPLY LINE, PVC SCHEDULE 40, 0 COVER (1" SIZE) � � // �� ; ` �►
NON- PRESSURE LINE, SCH 40 PVC, ON- GRADE, UV RESISTANT (SIZE PER PLAN) // t ! �► ,' `>ti '
VALVES AND ACCESSORIES K
t // f ; • 14 i
REMOTE CONTROL VALVE RAINSIRD 100 -PEB
MASTER VALVE W/ FLOW RAINSIRD 100- GS -PRS -8
SENSOR W/ HUNTER FLOW -CLIK -150 '
BRONZE GATE VALVE NIBCO F-619 (LINE SIZE) �/ Q► ♦♦ / ! N
M CONNECT TO EXISTING
/6 ♦♦ a / • • ®� ® WATER LINE. CONTRACTOR
BACKFLOW PREVENTER FEBCO 825YA (314 INCH) / ♦ ' N
•
TO VERIFY SIZE 8 LOCATION
/ •
0 INLINE PRESSURE RAINBIRD PSI -M30X -075
REGULATOR
CONTROLLER
CONTROLLER RAINBIRD EXP -12LX PLUS WITH RAIN SENSOR RSD -CEx t.T / / f ♦+ u n r / ' _ f
(MOUNT ON ROOF EVE) d MOISTURE SENSOR MS -100 - / ♦ ♦ MOUNT CONTROLLER
�� � ♦♦ ��� > > .•�� ♦ ,/ �� � OUTDOORS INCONVENIENT
r ►a 1 ♦ LOCATION
7 .4 STATION NO. i 'f
1.5 GPM n 1 : •; _ - i / 1 ',
,►� ' 1 1 j �` , 4.5
SPECIFIC CONDITION SCG: 1
IRRIGATION IS LIMITED TO TEMPORARY HOSE BIBS OR WATER /
SAVING IRRIGATION SYSTEMS WITH AUTOMATIC TIMERS. THE 1
PROJECT IRRIGATION SHALL BE REMOVED WITHIN 25 MONTHS 1 '
O � 12 1 ♦' i
INSTALLING THE IRRIGATION SYSTEM. THE PROPERTY OWNER 1 1. ' In
In 1 ♦ ♦�
SHALL MONITOR THE IRRIGATION SYTEM TO ENSURE THAT NO 1 1 /
In 1 1 ♦/ �
OVER - WATERING OCCURS. — '2 In ♦ �' _ _
' 1 3v to 1 In 1 i 1 ♦♦ `/
SPECIFIC CONDITION SCH: _V4
THE AUTOMATIC IRRIGATION SYSTEM PROPOSED FOR THIS ,/;'' 1 In; 1 t
PROJECT IS DESIGNED TO AVOID ANY EXCESS WATERING. THE — v4 1 2 /
SYSTEM IS DESIGNED TO AUTOMATICALLY SHUT OFF IN CASE OF 1 �., ♦ �� 9.3 ,�
A PIPE BREAK. AN AUTOMATIC SHUT OFF SYSTEM, MOISTURE �� 1 1 • / , /
SHUT OFF SENSORS AND OTHER ADVANCED CONTROLS ARE In
SHOWN FOR INSTALLATION AS PART OF AN AUTOMATIC In
IRRIGATION SYSTEM. I2
12 1 4
IRRIGATION SYSTEM FUNCTIONS 1 1 1 ♦
The entire new planting area will be watered by a temporary automatic irrigation system designed using the I2 1 1 1 ♦ / / 5
/ / /
lowest avaWmble water pressure. The installation will be considered a temporary Installation (three years or
less) and is intended only to provide supplemental water until plants are established and will survive on ,2 1 ♦♦ 20
available moisture.
• A new controller has caplabiMy to schedule and control wi i 12
gation based on local historic ET rates and In 1 t2 a 1 ♦ / / /
have a battery backup in the event of a power failure. The controller will be equipped with a rain sensor
shut -off device and moisture sensing capability.
• All planting wig be irrigated using stationary micro -spray heads with internal drain check valves to aglow for 1 1 ,,, 1 1 to 1
1 ♦♦ / 2.75 / / ,
pressure variations and prevention of head leakage. These spray heads will have aprecipitation rate of 0.75
inches per hour or less and be balanced for matured precipitation. 1 1 12 In
• All pipe pints will be threaded. r 1 1 ♦ 730 NEPTUNE RESIDENCE
• A master valve will be installed with a flow sensing device in order to shut down the entire system in the 1 1 1 1 ♦ , �' -
�
event of line or head breakage. 1
• All valves will be of brass or plastic materials.
1 1 1 ♦ /
1 /
In_ � /
1 ♦♦ /
/
1 1 1 ♦ ��� EDGE OF EXISTING PATIO IMPROVEMENTS
In 1 In_ 1� 1 I ,r 1 Ij ] `/ /
1.5
1 ' t 1 ,► /
In_ 39 / PATIO
In �
1 9
3 3 3 1 1
� In_ Ty
I2: f l 1 ' ' TO 7�F % GLA b
' 3
3 3 1 / / �� "�'"� `� NORTH
3 'ri
_Pj4D CA pi SITE
1 LS O N
In Ir_ N N SITE ADDRESS
% I n_
1 1 1 c �P 730 NEPTUNE AVE VICINITY MAP SCALE IN FEET
LEUCADIA, CA. 92024 L -2 I R R I G ATI O N
OF CALtF
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY: DRAB BY: CH ECKED BY: APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. FW
UN COUNTY CC 141 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED PLANS FOR THE LANDSCAPING
OF:
HORIZONTAL 1' = 4' DATE: 11/06/01
BY: 1A BY: L -2
R.L.A. NO.: 1746 CITY ENGINEER 730 NEPTUNE AVENUE _
OF
VERTICAL WA DATE: \ / � � ! 0 � DATE: � �� ��
ELEVATION 63.87 Date DON WILSON EXP. 2/28/03 WORK PROJECT NO. SHEET 2 OF 4
------ C ONNECTORS NON- PRESSURE LATERAL LINE REDUCED PRESSURE
PER DETAIL 4 BACKFLOW DEVICE BRASS SWIVEL ELBOW & UNION
VALVE BOX W/ LOCKING COVER CLEAN BACKFILL (FACTORY PRE - ASSEMBLED)
90% COMPACTION REQUIRED
MASTER VALVE 6" MAX WYE STRAINER FINISH GRADE
REGULATOR SCH. 80 PVC UNION BALL VALVES (SH�JT -OFF)
FINISH GRADE PVC MALE ADAPTER (FACTORY PRE - ASSEMBLED)
SCHEDULE 40 PVC ELBOW p
PRESSURE SUPPLY LINE BY COS REQ'D
DE
SNAKE PIPE IN TRENCH
CONTROL WIRES - BUNDLE FINISH GRADE
AND TAPE AT 10'0" O.C. AND
INSTALL ADJACENT T
PRESSURE SUPPLY LINE
PROVIDE 2" MIN. OF IIBI�tI II IBIEFJII�II�I 11= IF-311
4. ;. CLEAN BACKFILL BRASS RISER Q aY M�WRAP
l
%:.f = 4000 O
——--—————--- � - -- - :�:•..._ SCH 40 PV
SUPPLY LINE MAINLINE TO
2" DEPTH PEA GRAVEL AS REQ'D BY IRRIG. SYSTEM
NOTES: CITY CODE
2" X 4" PRESSURE TREATED - SCHEDULE 40 PVC NIPPLE TO SUPPLY 1. PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 DEGREE
DOUGLAS FIR OR EQUAL CHANGES IN DIRECTION.
CONTROL WIRES
ZONE CONTROL ASSEMBLY 2 TRENCHING 3 BACK FLOW PREVENTER
L -3 NO SCALE �-3
NO SCALE L No SCALE
9 X 11 PLASTIC VALVE BOX CURL -TYPE EXPANSION LOOP
W/ LOCKING PLASTIC COVER 12" MIN.
FLOW ADJUSTMENT
WATER -PROOF WIRE CONNECTORS SOLENOID
ON -GRADE UV RESISTANT PIPE
LEGEND
z
I NI I II 1 1. RAINBIRD XERI -SPRAY
c„) LINE AND FITTINGS
zo 2 2.1/2" FPT Y
- 12" LONG METAL -- - SCH 40 PVC ELL _ PVC SCH. 80 6 MALE ADAPTORS 3. PVC FITTINGS
STAPLE PEA GRAVEL
ELEVATION SIDE VIEW 3 CU /FT (MIN.) 7
4. 1/2" SCH 40 PVC RISER
SCH 40 PVC MAINLINE AND FITTINGS 4
5. PVC LATERAL LINE ON GRADE
NOTE: STAKE SHALL BE PLACED NO MORE THAN 15 FT. APART NOTE: 3 6. RISER CLAMP BY KBI OR EQ.
ON LATERAL LINES FROM RCV TO SPRAY HEADS CONTRACTOR SHALL ATTACH TO EACH VALVE STEM
A PLASTIC I.D. VALVE MARKER/TAG IDENTIFYING 5
7.24" LONG REBAR
VALVE NUMBER AND CONTROLLER LETTER
rT ABOVE GROUND LATERAL 5 REMOTE CONTROL VALVE s MICRO -SPRAY ON RISER
L-3 NO SCALE L -3 NO SCALE L -3 NO SCALE
1 OR 5 GALLON SHRUB
EDGE OF PLANTING 2" LAYER OF MULCH
Q 3" HIGH WATERING BASIN BERM
N FINISH GRADE
r • • • • Gv MICO -PAKS - SEE SPECIFICATIONS
D D AMENDED BACKFILL - SEE SPECIFICATIONS
Q
• ---i • • UI EXCAVA
ROOTBALL SET 1" ABOVE GRADE
D
Q PREPARED BACKFILL MIX
TAMP & MOUND SLIGHTLY
i
• • • • • • 1
2
1/2 A 3
SPACING O.C. "D" ROW "A" PLANTS/100 S.F. 4
i
6" O.C. 5" 400
12" Q.C. 10-1/2" 100'
18" O.C. 15-1/2" 45
8
s
I
D = ON CENTER (O.C.) SPACING BETWEEN PLANTS 7
AS SPECIFIED IN PLANTING LEGEND
5
A = DISTANCE BETWEEN ROW OF PLANTS
9
2 x ROOTBALL DIA.
O �pND CA pF q
SHRUB PLANTING P� 1LS °" 9c
r7� GROUNDCOVER SPACING s ;� �" '� son
No SCALE L_3 NO SCALE _ °' NON CORNERSTONE STUDIOS
L -3 - -
yreWe
Z '05 Cornerstone Building • Fihh Floor
N rroa. N SITE ADDRESS 106 W. 4th Street Santa Ana, CA 92701
me o �,�` r 730 NEPTUNE AVE L -3 DETAILS (71 A) 973 -2200 • (714) 973 -0203 Fax
OF CALF LEUCADIA, CA. 92024 Consultant
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT – DESIGNED BY: DRAB
BY cHECD BY: — APPROVALS C ITY OF ENCI N ITAS ENGINEERING DEPARTM DRAWING NO. Ow
COUNTY OC 141
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP V O PLANS FOR THE LANDSCAPING OF:
HORIZONTAL N/A DAM: 11/6/at BY: BY:
L-3
R.L.A. NO.: 1746 CITY ENGINEER 730 NEPTUNE AVENUE 1
VERTICAL WA (O Q C ✓ ` DATE: �I� DATE:
- ate DON WILSON EXP. 2J14102 WORK PROJECT NO. SHEET 3 OF 4
ELEVATION 63.87 BY
SPECIAL CONDITIONS SOIL PREPARATION AND PLANTING IRRIGATION
All provisions of the General Conditions of the Contract 1. AN planting locations shown and measurements scaled form the 1. INTENT - to indicate and specify
a complete and efficient irrigation system,
shall apply drawings are approximate. Final locations to be approved by the ready for use, with all work and material conforming to these plans
& all
to the work as if herein written. Landscape Architect. governing codes.
1. AN existing utility lines and improvements shall be 2. AN plant materials shaft be protected from excessive wind, sun 2. AN dimensions and locations
shown are diagramatic site conditions
located and other damage during transit and at the site. and shall be verified before inthiating work.
prior to work.
3. Materials: 3. AN work shall be instafted in the most direct and workmanlike manner
2. Contractor shall secure and pay for all required permits without interfering with existing or proposed planting or other work.
and Soil Conditioner - Wood residual or rice hulls with pH of 5.5 to 6.5,
fees to complete work. organic matter more than 90% (dry wt. basis) 4. Irrigation Materials
Tri-C Humate
3. Contractor shall be insured for liability and property Brass piping - I.P.S. red brass, standard weight
damage. Planting Packets - Td-C Myco Paks Solder - 50/50 lead and tin.
Plastic piping - All pressure pipe, Schedule 40 PVC Type 1220 or better.
4. Contractor shah adequately protect all existing property. Planting Backfill - 2 /3rds excavated soil blended with one - All non - pressure pipe,
Schedule 40 PVC Type 1220 or better,
1 /3rd soil conditioner listed above UV resistant (Brownline or equal)
5. Contractor shall guarantee all materials and 3 Ibs per CY Tri-C Humate Plastic Fittings - Type I, Schedule 40 PVC -UV resistant (Brownline)
workmanship for one Polyethylene - Moulded, 85 p.s.i.
year. Mulch - 1/4" to 1/2" diameter gravel, 2" layer in watering basin. Master Valve - Of model and type shown on plans.
Gate Valve - Of model and type shown on plans.
6. AN materials shall be of standard, approved, and first Plant Materials - Plants shall be sound and healthy, free of Controller - Of model and
type shown on plans.
grade diseases and defects, and well developed of the Control Valves - Of model and type shown on plans.
quality, and shall be in prime condition. size normal for the container size and not root Valve Boxes - Ametex plastic meter boxes and extensions
of sizes required.
bound. Unsatisfactory or undersized plants Backfiow Preventer - Of model and type shown on plans.
7. Work shall be performed when weather conditions permit will be rejected. Plants shall be of the species, Micro-spray Heads - Of model and
type shown on plans.
satisfactory results. type, and cuttivar as shown on the plans, with Control Wire - Direct burial, UL approved, white for common, black
for control;
identifying nursery tags attached to the plants. 12 gauge minimum size common, 14 gauge minumum size control
8. AN work shall be done in accordance with approved Protect plants at all times according to species. wires. ,
methods and
standards as set forth by the California Council of 4. Soil Preparation and Grading: 5. Excavation - Trenches shall be cut to following
required grades: pressure
Landscape piping at 6" max. deep; all non - pressure piping on- grade.
Contractors, unless otherwise indicated or shown. Soil Conditioning - Mix native soil with soil conditioner
thoroughly incorporated. 6. Pipe fitting and Layout - Join and install piping in strict accordance with manufacturer's
9. All work shall be in full compliance with all governing installation guidelines. Install lines as indicated on drawings -pin on -grade
codes and Irrigation basin - Create an irrigation basin berm outside the pipe to slope. All pipe shall be joined by threaded connections.
regulations. dimension of the hole. NO GLUE JOINTS WILL BE PERMITTED ON ANY PART OF THE
IRRIGATION SYSTEM.
10. All areas shah be left clean, free of debris and washed 5. Planting Installation:
down. 7. Equipment Installation - Set all equipment true, plumb, secure, and accessible for
Layout - Per plans with final review and approval of locations by operation and servicing per manufacturer's recommendations and per
11. Landscape Architect retains option to require that the Landscape Architect. details shown.
Contractor
receive an inspection of each operation and material Excavation - as shown in the detail 8. Backfilling:
prior to
incorporation into the work. Planting Tablets - Set in the bottom of the hole & in contact Material - Native soil free of large rocks and clods.
with rootbaN: 1 pack per 1 ft of height
Backfill /Settling - Property wetted and tamped to a firm finish grade with no future settting.
Setting - Set plants 1" higher than surrounding grade and water
in thoroughly. Apply backfill in layers, tamping & settling all around. 9. Testing and Adjusting
6. Plant establishmentlMaintenance: Pressure/Test - Pressure fines at 100 p.s.i. and non - pressure lines at existing static tine
pressure for 1 hour. Lines shah be watertight with no leakage.
The entire project is to be maintained for a period of thirty
(30) calendar days for plant establishment and (25) months for maintenance Coverage/Test - Adjust and position sprinkler heads for complete coverage
of all planting
commencing from the time all items of work areas
have been completed and accepted by the Landscape Architect.
10. Record Prints - Maintain set of prints delineating and dimensioning locations of all
All plants and planted areas shall be kept well watered pressure piping and valves changed from locations shown on drawings.
and weed free at all times. Weeds shall be removed with their roots. Submit to Landscape Architect prior to Final Acceptance.
All areas shah be cared for in a manner that the site is kept in a
neat and clean condition.
The Contractor may be relieved from maintenance work after the
maintenance period and the work has been completed to the
satisfaction of the Landscape Architect.
Damage to the planting areas shaft be repaired immediately.
7. Guarantee and Replacements:
AN shrubs and groundcover plants shall be guaranteed by the
Contractor as to their growth and health for a period of one
hundred eighty (180) days after completion of the maintenance
period and /or final acceptance by the Landscape Architect.
8. Cleanup:
Upon completion of work at the end of the day, all trash, rubish,
debris resulting from this work shall be removed from the site.
Remove all equipment and instruments of service and leave all •
areas clear and neat, and free of dirt or debris.
I
�ANDCAPF
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Ir now
W ,� 0 000 CORNERSTONE STUDIOS
S, uR -
Cornerstone Building • Fihh Floor
N P »ww N SITE ADDRESS 106 W. 4th Street Santo Ano, CA 92701
s�7r oP��P 730 NEPTUNE AVE p E Fi ATl O N S (714 473 -2200 (714) 973 -0203 Fax
I
OF cA0f LEUCADIA, CA. 92024 ��� S Consultant
DESIGNED BY CHECKE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT - -- N -- - DRA --V - WN _ BY: D BY: APPROVALS
-_-. - -- - - - -- - CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
COUNTY OC 141
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE APP ED PLANS FOR THE LANDSCAPING OF:
HORIZONTAL N/A DATE: 11/06/01 BY. BY:
L-4
C �1 ✓ ' R.L.A. NO.: 1746
CITY ENGINEER 730 NEPTUNE AVENUE ftiol
VERTICAL N/A (G 4 ,�„� �• I (O DATE: I / I O�D� DATE:
ELEVATION 63.87 By: DON WILSON EXP. 2/14/02 WORK PROJECT NO. SHEET 4 OF 4