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GENERAL NOTES
24. GUARANTEE: THE ENTIRE IRRIGATION SYSTEM INCLUDING ALL
8.
STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE
10.
EXPANSION: PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX IN.
7.
DEFECTS: ALL DEFECTS IN INSTALLATION OF IRRIGATION
WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED
40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED
(6") PER THOUSAND FT. (1000') BETWEEN DAY AND NIGHT
EQUIPMENT SHALL BE CORRECTED THROUGH THE GUARANTEE
AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND
SCREWED BEADED MALLEABLE IRON FITTINGS. STEEL PIPE
TEMPERATURES IN HOT CLIMATE. THEREFORE, PIPE SHALL BE
PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO
1.
BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN
WORKMANSHIP, AND SHALL BE MAINTAINED IN PREFECT
SHALL BE INSTALLED ON GRADE SECURED TO SURFACE PER
SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW
THE SATISFACTION OF THE OWNER.
INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND
WORKING ORDER FOR ONE (1) YEAR FROM DATE OF
DETAIL.
FOR EXPANSION AND CONTRACTION.
INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND
COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO
I
WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO
THE OWNER ALL MATERIALS USED SHALL CARRY A
9.
BALL VALVES: SHALL BE BRONZE OR PLASTIC BODY AS
11.
PIPE MAINTENANCE: ALL FOREIGN MATTER OR DIRT SHALL BE
FULLY ENSURE THE QUALITY AND TIMELY COMPLETION THE
MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR. ANY
INDICATED ON DRAWINGS. 125 P.S.I. MINIMUM, HEAVY DUTY,
REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS
PROJECT.
SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR
FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S. TYPE
LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE
F.
RECORD AND AS -BUILT DRAWINGS
DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE
PLASTIC OR EQUAL ACCESS BOX AND LID.
KEPT CLEAN BY APPROVED MEANS. DURING AND AFTER LAYING
2.
SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALABOR,
ALL
LL
REPAIRED TO THE OWNER'S SATISFACTION BY THE
OF THE PIPE. I
MATERIALS, EQUIPMENT AND SERVICES NECESSARY
CONTRACTOR WITHOUT EXPENSE TO THE OWNER - INCLUDING
10.
CONTROL VALVES: SHALL BE AS INDICATED ON THE
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1.
ITEMIZED LIST: CONTRACTOR SHALL SUBMIT TO THE
FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS
THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING,
DRAWINGS WITH FLOW ADJUSTMENT AND MANUAL BLEED
12.
SLEEVING: IRRIGATION LINES THAT ARE UNDER STREETS AND
LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT.
PER THE DRAWINGS AND SPECIFIED HEREIN.
PAVING OR OTHER IMPROVEMENTS OF ANY KIND.
DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, IN ONE
PAVING OVER SEVEN (7) FEET WIDE SHALL BE INSTALLED BY THE
OF THE FOLLOWING TYPE BOXES AS INDICATED ON THE
OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE
2.
AS-BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP -
3.
PLAN VERIFICATION THESE DOCUMENTS MAY CONTAIN
ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE
B. FIELD 0 B S E RVATI 0 N S
DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING
SCHEDULE 40 AND TWO TIMES THE DIAMETER OF THE PIPE AND/
TO DATE COMPLETE "AS -BUILT" DRAWINGS INDICATING
LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED.
CONTRACTOR SHALL REVIEW ALL DOCUMENTS THORUGHLY
SEQUENCE INDICATED ON THE DRAWINGS.
OR ADEQUATE FOR INSTALLATION OF WIRE. SLEEVING SHALL
PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE
AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER
1. REQURED FIELD OBSERVATION WORK: THESE PLANS WERE
11.
CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC
BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO
BEGINNING OF WORK.LANDSCAPE
ARCHITECT AT COST. THIS SET OF DRAWINGS
IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY.
PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF
CONTROLLERS AND THE ELECTRONIC CONTROL VALVES SHALL
I
SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A
GOVERNING CODES SHALL THEN APPLY.
SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO
BE UF, SOLID COPPER WIRE, VINYL INSULATED 600 V. RATING,
13.
JOINT : JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS.
RECORD SET. CONTRACTOR SHALL FURNISH "AS -BUILT"
PROVIDE "FULL" CONTRACT SERVICES INCLUDING FIELD
FOR DIRECT BURIAL INSTALLATIONS. CODING SHALL BE
;
DRAWINGS TO OWNER UPON COMPLETION OF PROJECT.
4.
LICENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA
OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO
COLOR WIRE FOR PILOT WIRE. WHITE FOR COMMON GROUND
14.
THREADED CONNECTIONS: ON PLASTIC TO STEEL
STATE LICENSED IRRIGATION CONTRACTOR.
USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND
WIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGE BURIED 18"
CONNECTIONS, THE CONTRACTOR SHALL WORK THE STEEL
3.
AS -BUILT FORMAT
5.
ORDINANCES AND REGULATIONS: ALL IRRIGATION WORK
COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH
HEREIN WILL SIGNIFICANTLY INCREASE THE
BELOW GRADE. USE APPROVED WATER PROOF WIRE
"
CONNECTIONS FIRST. NON -HARDENING PIPE PERMATEX #2
SUBMITTAL OF AS -BUILT PLANS SHALL BE AS REQUIRED BY THE
WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL
MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY
CONNECTORS AND SEALER ON ALL SPLICES. A 24
TEFLON TAPE SHALL BE USED ON'ALL THREADED PLASTIC TO
ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS
CONFORM TO ALL APPLICABLE GOVERNING CODES AND
UNAUTHORIZED MODIFICATIONS THERETO AND FAILURE TO
EXPANSION PIG TAIL COIL SHALL BE PROVIDED AT EACH
CONTROL VALVE AND AT EACH CHANGE IN DIRECTION OF THE
STEEL JOINTS, AND LIGHT WRENCH PRESSURE IS ALL THAT
SHALL BE USED. i
SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM
ORDINANCES (LOCAL, COUNTY & STATE).
DETECT ERRORS AND OMISSIONS IN THE PLANS AND
WIRE RUN. WIRING SHALL OCCUPY THE SAME TRENCH AND
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DIMENSIONS PROVIDED BY THE LANDSCAPE CONTRACTOR. FINAL
6.
PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL
SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO
SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE
15.
SOLVENT CONNECTIONS: FOR P.V.C. PIPE CONTRACTOR
AS -BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION
THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO
OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND
THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONALOF
DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM
SHALL USE SOLVENT PRIMER AND SOLVENT CEMENT
THE CITY FOR THEIR KEEPING. FINAL AS -BUILT PLANS WILL BE
AGENCY INSPECTIONS AS REQUIRED.
COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH
12.
AUTOMATIC CONTROLLER: SHALL BE AS INDICATED ON
RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO
ASTM D-2564. FOR UVR-P.V.C. SOLVENT CEMENT SHALL BE
REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL
HEREIN, THE OWNER, OR SUBSEQUENT OWNER INDIVIDUALS
(
THE DRAWINGS, COMPLETE WITH ELECTRICAL HOOKUP AND
BROWNLINE BOND -TITS CEMENT (CONFORMING TO THE
MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE
7.
FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL
OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS
PROPER MOUNTING. ANY CONTROL WIRE EXPOSED AT THE
42
REQ ) APPLY WITH AN APPROVED
UIRES OS
MENT TM F AD-56
CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD.
DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK.
WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY,
CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONDUIT OF
PRIMER PRIOR TO APPLICATION OF CEMENT. ALL PIPE AND
THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE
AND DEFEND PROFESSIONAL DESIGN ASSOCIATES AND THEIR
THE SIZE REQUIRED. OUTDOOR CONTROLLERS SHALL BE
FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND
CONTRACTOR TO PROVIDE THE FOLLOWING TO LANDSCAPE ARCHITECT:
IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS
CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS.
WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH
MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR
OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,
GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS
AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO
CONTROLLER.
WILL MAKE SOLVENT WELD JOINTS:WITH NON -SYNTHETIC
A. CONNECTION TO EXISTING WATER LINES.
EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN IRRIGATION
2. FIELD OBSERVATION COORDINATION: THE FOLLOWING
OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND
BRISTLE BRUSH IN THE FOLLOWING SEQUENCE:
B. CONNECTION TO EXISTING ELECTRICAL POWER.
DESIGN. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE
COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT).
13.
IRRIGATION HEADS: SHALL BE OF THE TYPES AND SIZES
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C. GATE VALVES, BACKFLOW PREVENTION
NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF
THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB
INDICATED ON THE DRAWINGS. ALL HEADS SHALL BE
A.
APPLY A LIBERAL, EVEN COAT OF ' SOLVENT TO THE
UNITS AND CONTROLLERS.
DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT
SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS
ADJUSTABLE, RISER NIPPLES SHALL BE THE SAME SIZE AS THE
INSIDE OF THE FITTING.
D. ROUTING OF IRRIGATION PRESSURE LINES
PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME
THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY
RISER OPENING IN THE BODY,
B.
THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE
(DIMENSION MAX. 100').
FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF
OUTSIDE OF THE PIPE, MAKING SURE THAT THE COATED
E. IRRIGATION CONTROL VALVES.
THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH
14.
BACKFLOW DEVICES: BACKFLOW PREVENTORS AND/OR
AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET.
F. ROUTING OF CONTROL WIRE.
8.
LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE
ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE
VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS
C.
INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN
4.
G. QUICK COUPLING VALVES.
RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT
CONTRACTOR'S EXPENSE. THE OWNER (JOB
AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION.
THE PIPE APPROXIMATELY 1/4 TURN TO DISTRIBUTE THE
H. OTHER RELATED EQUIPMENT AS DIRECTED
PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY
SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT
INSTALLED TO MEET LOCAL CODES. ALL IRRIGATION SYSTEMS
SOLVENT AND REMOVE AIR BUBBLES. HOLD THE JOINT
BY OWNER.
OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR
AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-
USING POTABLE WATER SOURCE REQUIRE BACKFLOW
FOR APPROXIMATELY 15 SECONDS SO THE FITTING DOES
UNMARKED.
EIGHT (48) HOURS IN ADVANCE.
PREVENTION.
NOT SH OFF THE PIPE. I
D.
USE AUCLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT
9.
METHODS OF CONSTRUCTION: THE CONTRACTOR IS SOLELY
3. CLOSING OF NON INSPECTED WORK THE CONTRACTOR SHALL
15.
CHECK VALVES: CONTRACTOR SHALL INSTALL ANTI -DRAIN
TO PREVENT WEAKENING THE JOINT.
RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS,
NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED
VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY
E.
BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE
SEQUENCES, PROCEDURES AND TECHNIQUES. THE
OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND
HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN
PIPE IS NOT TWISTED, DISTURBING THE LAST
5
LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR
APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED
ANTI -DRAIN VALVE.
COMPLETED JOINT.
CONTROLLER CHARTS: CONTROLLER CHARTS
CONSTRUCTION METHODS.
REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING
16.
ATMOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY
F.
ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH.
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SHALL BE PREPARED BY THE CONTRACTOR AFTER
10.
SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK
BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND
BRASS AND FEDERAL SPECIFIED. INSTALL ON NON -CONSTANT
16.
PRESSURE LINE TESTING: ALL TESTS ON PRESSURE LINES
APPROVAL OF THE "AS -BUILT". THE CHART SHALL
INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY
TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE.
PRESSURE LINES (LATERAL LINE) PER MANUFACTURE'S
SHALL BE COMPLETE PRIOR TO BACKFILLING; HOWEVER,
SHOW BY COLOR CODING THE AREA CONTROLLED BY
PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.
AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE
SPECIFICATIONS. LOCATION PER DRAWINGS.
SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES
EACH AUTOMATIC IRRIGATION CONTROLLER.
CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE
BETWEEN FITTINGS TO ENSURE THE STABILITY OF THE LINE
11.
UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OWNER'S SATISFACTION.
17.
PRESSURE REGULATORS: SHALL BE BRONZE OR PLASTIC
PRESSURE. IN ALL CASES, FITTINGS AND COUPLINGS MUST BE
VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES,
BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS
OPEN TO VISUAL INSPECTION FOR THE FULL PERIOD OF THE
ELECTRICAL CABLES, CONDUITS, AND EXISTING IRRIGATION
4. JOB SITE MEETINGS AND REQUIRED INSPECTIONS:
SPECIFIED PER DRAWINGS.
TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT
CONTROLLER CHART FORMAT: THE CONTROLLER
LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER
WELDED JOINT HAS HAD TWELVE (12) HOURS TO SET AND
CHART SHALL BE A XEROX REDUCTION OF THE
PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH
A. PRE -JOB MEETING ON SITE - PRIOR TO
18.
QUICK COUPLERS: SHALL BE HEAVY DUTY BRASS WITH
CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P.S.I.
"AS BUILT" TO THE MAXIMUM SIZE OF THE CONTROLLER
IMPROVEMENTS.
COMMENCEMENT OF WORK
COLORIZED RUBBER COVER AND TWO (2) PIECE BODY
WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND
DOOR WILL ALLOW (CONTROLLER SEQUENCE
DESIGN. LOCATION PER DRAWINGS.
PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL
NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE
12.
LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE
B. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT.
BE REPLACED AND THE TESTS REPEATED.
AT THE REDUCED FORMAT). UPON COMPLETION THE
RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS
19.
RISERS: ALL RISERS TO QUICK COUPLERS AND BACK FLOW
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TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS,
C. PRESSURE TEST IRRIGATION, MAINS AND LATERALS
DEVICES SHALL BE SCHEDULE 40 BRASS OF THE REQURED
17.
BACKFILLING OF TRENCHES: BECAUSE OF THE EXPANSION
CHART SHALL BE HERMETICALLY SEALED BETWEEN
PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO
SIZES, RISERS TO IRRIGATION HEADS SHALL BE SCHEDULE 80
AND CONTRACTION OF PLASTIC PIPE, BACKFILLING SHALL BE
TWO PIECES OF PLASTIC, CHARTS SHALL BE
GUARD AGAINST DAMAGE.
D. IRRIGATION COMPLETION / COVERAGE TEST
TYPE 1220 P.V.C. CONFORMING TO ASTM 2464.
DONE IN THE COOL PART OF THE DAY, ESPECIALLY IN HOT
COMPLETED AND APPROVED PRIOR TO THE FINAL
UPON COMPLETION OF THE IRRIGATION SYSTEM
CLIMATES. TRENCHES SHALL BE BACKFILLED WITH THE
IRRIGATION FIELD OBSERVATION
13.
COORDINATION: CONTRACTOR SHALL COORDINATE ALL
INSTALLATION AND PRIOR TO ANY PLANTING,
20.
VALVE BOXES: INSTALL ALL VALVES, EXCEPT ANTI -SIPHON
EXCAVATED MATERIALS APPROVEDOR BACKFILLING, FREE
'F
CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE
THE CONTRACTOR SHALL ADJUST SPRINKLER
VALVES, IN PREMOLDED HIGH IMPACT PLASTIC VALVE BOX. USE
FROM LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL
OWNER BEFORE STARTING WORK.
HEADS TO EVENLY AND PROPERLY DISTRIBUTE
ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX
BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO
14.
IRRIGATION PLANS: THE IRRIGATION ARE
THE RATE OF PRECIPITATION OF THE WATER
FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH
GREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER
A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN
PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT
G
EQUIPMENT TO B E FURNISHED
PLANS GENERALLY
AND SHALL DETERMINE IF THE COVERAGE THE
.
DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE
PLANTING AREAS IS COMPLETE AND ADEQUATE.
POSSIBLE.
GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER
INSTALLED. THE CONTRACTOR SHALL MAKE MINOR
CONTRACTOR SHALL MAKE ADJUSTMENTS TO PROVIDE
SURFACE IRREGULARITIES. ;
1.
MAINTENANCE TOOLS: SUPPLY THE APPROPRIATE
ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS
OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY
D
PLASTIC PIPE NOTES
,
MAINTENANCE PERSONNEL WITH THE FOLLOWING TOOLS:
BETWEEN, PLANTING, ARCHITECTURAL FEATURES AND
OVER SPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS.
.
18.
TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES
EXISTING UTILITIES. INTENT OF IRRIGATION DESIGN IS FULL
THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND
LOCATED UNDER WHERE PAVING, CONCRETE OR ASPHALT WILL
A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR
COVERAGE, BALANCED SYSTEM.
PERFORM ALL WORK REQUIRED TO CORRECT ANY
1.
HANDLING: THE CONTRACTOR SHALL EXERCISE CARE IN
BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH
REMOVING, DISASSEMBLING AND ADJUSTING EACH
15.
DIMENSION: ALL SCALE DIMENSIONS ARE APPROXIMATE.
INADEQUACIES OF COVERAGE DISCLOSED BY THE
HANDLING, LOADING AND STORING P.V.C. PIPE AND FITTINGS.
ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO
RECOMMENDATION OF STRUCTURAL SOILS REPORT.
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TYPE OF IRRIGATION HEAD AND VALVE SUPPLIED.
WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE
COVERAGE TEST.
NDUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY
19.
PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITERATURE
PRECEDENCE OVER SCALED DIMENSIONS.
POINT. P.V.C. PIPE AND FITTINGS SHALL NOT BE STORED IN
SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SUBMISSION
B. TWO (2) KEYS FOR EACH AUTOMATIC
16.
IRRIGATION NOTES: SEE GENERAL NOTES ON THE DRAWINGS
C. MATERIALS NOTES
DIRECT SUNLIGHT. ANY SECTION OF PIPE THAT HAS BEEN
DENTED OR DAMAGED WILL BE DISCARDED.
OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED.
PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER
CONTROLLER.
FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY
WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTINGS.
C. ONE (1) QUICK COUPLER KEY AND MATCHING
MENTIONED IN THESE SPECIFICATIONS. ALL WORK CALLED FOR
1 GENERAL: THE FOLLOWING LIST COMPRISES THE PRINCIPLE
2.
LOCATIONS: PIPE LINES SHALL BE INSTALLED IN THE
I
HOSE SWIVEL FOR EVERY (5) QUICK COUPLING
ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND
MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS
LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR
20.
DEFECTS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE
VALVE INSTALLED.
INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE
REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW
HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS IS
SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD
SPECIFICATIONS AND/OR DETAILS.SHOWN
THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE
UNDER PAVED AREAS BUT RUNNING PARALLEL AND
SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE
USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND
ADJACENT TO PLANTING AREASTHE INTENT OF THE DRAWINGS
,
SATISFACTION OF THE OWNER.
D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED
17.
POINT OF CONNECTION (P.O.C.) VERIFICATION: LOCATION
SPECIFICATIONS.
IS TO INSTALL THE PIPING IN THE PLANTING AREA.
OVER TO THE OWNER AT THE CONCLUSION OF
OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS
f
WORK AND BEFORE FINAL OBSERVATION CAN
MAYBE APPROXIMATE ONLY. THE CONTRACTOR SHALL.3.
2PRESSURED MAINLINE: PIPE FROM SOURCE OF SUPPLY TO
PIPE CLEARANCE: UNDERGROUND LINES UP TO 2" INCLUSIVE
A MINIMUM 12"
E.
IRRIGATION EQUIPMENT NOTES
OCCUR.
APPROVE FINAL P.O.C.) LOCATION WITH THE OWNER (JOB
CONTROL VALVES AND HOSE BIBS 2 OR LARGER SHALL BE
SHALL HAVE HORIZONTAL CLEARANCE OF FROM
SUPERINTENDENT) THE CONTRACTOR SHALL VERIFY THE
CLASS 315 SDR 13.5 TYPE 1220 P.V.C. CONFORMING TO ASTM
LINES OF OTHER TRADES. THIS REQUIREMENT DOES NOT
1
STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO THE
METER (P.O.C.) AT EACH POINT OF CONNECTION.
D2241, ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL
APPLY TO ANY LINES CROSSING AT ANGLES FROM 45'
WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL
1.
IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL
BE INSTALLED PER THE SPECIFICATION AND RECOMMENDED
H
HOMEOWNERS ASS 0 C IATI 0 N (H.O.A.)
PIPE LESS THAN 2" SHALL BE SCHEDULE 40 TYPE 1220 P.V.C.
18.
MATERIAL : ALL MATERIALS AND EQUIPMENT SPECIFIED IN
CONFORMING TO ASTM D1785, ASTM D1784 ALL PLASTIC PIPE
BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN
THESE ANGLES. NO LINE SHALL BE INSTALLED PARALLEL TO
INSTALLATION PROCEDURES OF THE MANUFACTURER AND
CONFORM TO ALL APPLICABLE GOVERNING CODES AND
.
RESPONSIBILITY
THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION
SHALL BE MARKED SHALL BE EXTRUDED FROM VIRGIN
MATERIALS WITH THE MANUFACTURER'S NAME TYPE AND
AND DIRECTLY OVER ANOTHER LINE.
ORDINANCES (LOCAL, COUNTY & STATE).
WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S SPECIFICATIONS.
CLASS OF PIPE, SIZE AND NSF APPROVAL.
4.
ASSEMBLY: ALL PIPE SHALL BE ASSEMBLED FREE FROM DIRT.
2.
I
TURF IRRIGATION HEADS: TURF IRRIGATION HEADS IN OPEN
1
AS-BUILTS: THE CONTRACTOR SHALL PROVIDE
3. LATERAL LINE BELOW GRADE: NON -PRESSURIZED LATERAL
THE MAIN LINE SUPPLY SHALL BE FLUSHED OUT AND TESTED
AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED
THE H.O.A. ONE 1 SET OF COMPLETE "AS
( )
19.
SUBSTITUTIONS: DESIGN, MATERIAL, EQUIPMENT AND
LINE PIPE SHALL BE CLASS 200 SDR 21 TYPE 1220 P.V.C.
FOR LEAKS BEFORE BACK FILLING AND WITH CONTROL VALVES
GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OF
�
BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR
PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON
CONFORMING TO ASTM D2241, D1784. P.V.C. PIPING SHALL BE
IN PLACE AND BEFORE LATERAL PIPES ARE CONNECTED TO
NOTIFICATION BY THE OWNERS REPRESENTATIVE,
PRODUCED FROM THE LANDSCAPE ARCHITECT.
DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL
EXTRUDED FROM VIRGIN MATERIALS. ALL PLASTIC PIPE SHALL
VALVES. EACH SECTION OF LATERAL PIPE SHALL BE FLUSHED
CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE,
FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER
BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS
OUT BEFORE SPRINKLER HEADS ARE ATTACHED.
FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING
AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL
OF PIPE, SIZE AND NSF APPROVAL.
THE SYSTEM TO THE PROPER LEVEL OF THE PERMANENT
2.
MAINTENANCE PROGRAM: THE CONTRACTOR
CONFORM TO LOCAL CODES AND ORDINANCES. ANY
5.
UNDER CONCRETE: GENERALLY, PIPING UNDER CONCRETE
GRADE. TURF IRRIGATION HEADS ALONG WALKS AND
SHALL PROVIDE THE H.O.A. ONE (1) SET OF
EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY4.
LATERAL LINE ON GRADE: NON -PRESSURED LATERAL LINE
SHALL BE DONE BY JACKING, BORING OR HYDRAULIC
DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS
MAINTENANCE GUIDLINES AS RECOMMENDED BY
THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND
PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING
DRIVING. WRITTEN PERMISSION TO CUT OR BREAK SIDEWALKS
ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF
THE MANUFACTURER/SUPPLIER.
REMOVED AT CONTRACTOR'S EXPENSE.
ASTM ASTM AND ASTM G-53. MANUFACTURED
AND/OR CONCRETE MUST BE OBTAINED FROM THE OWNER'S
INSTALLATION. IN NO CASE SHALL THE SPACING OF HEADS
B
BY B LINE COMPD178ANY
NE PIPE COMPANY OR AS INDICATED ON LEGEND.
AUTHORIZED REPRESENTATIVE. NO HYDRAULIC RIVING WILL
EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER.
20.
FITTING DUE TO THE SCALE OF DRAWINGS, IT IS NOT
PIPPIN
P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS.
BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING.
I
POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC.,
ALL PLASTIC PIPE SHALL BE MARKED WITH THE
3.
SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND
WHICH MAYBE REQUIRED. THE CONTRACTOR SHALL
MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND
6.
INSTALLATION PROCEDURES: EXCEPT AS NOTED IN OTHER
PLANTING AREAS SHALL BE INSTALLED ON NIPPLES HIGH
CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED
NSF APPROVAL.
PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS,
ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS
CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE
INSTALLATION OF PIPE AND FITTINGS SHALL BE AS OUTLINE IN
DIRECTED, OR AS INDICATED ON THE PLANS. WHERE HIGH
WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC.,
5. PLASTIC PIPE FITTINGS: SHALL BE SCHEDULE 40 P.V.C.
MANUALS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL
SHRUBS ARE PLANTED, LONGER RISERS SHALL BE INSTALLED
AS. MAY BE REQUIRED TO MEET SUCH CONDITIONS.
(CONFORMING TO ASTM D1785, D2466) TAPERED SOCKET TYPE,
BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION.
AS DIRECTED BY THE LANDSCAPE ARCHITECT. SHRUB HEADS
SUITABLE FOR EITHER SOLVENT WELD OR SCREWED
PLASTIC PIPE SHALL NOT BE LAID WHEN THERE IS WATER IN
ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLED ON
21.
NOTICE OF COMPLETION: THE COMPLETION OF THECONNECTIONS,
FLANGE AND SADDLE TEES WILL NOT BE
TRENCH.
AN APPROVED HI -POP HEAD PER PLAN. RISERS SHALL BE
CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION
ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE
LOCATED AS SPECIFIED PER PLANS ADJACENT TO WALLS AND
RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED
AND FITTING MANUFACTURER.
7.
PIPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE
BUILDINGS ONLY. IN NO CASE SHALL THE SPACING OF HEADS
TO THE SATISFACTION OF THE OWNER'S AUTHORIZED
FOR ALL PRESSURE MAINLINE PIPE 3" AND LARGER. PROVIDE A
EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER.
REPRESENTATIVE.MINIMUM
6. BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE RED BRASS,
18" OF EARTH COVERAGE FOR ALL PRESSURE
I
SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL
MAINLINE PIPE UP TO AND INCLUDING 2 1/2-. PROVIDE A .MINIMUM
4.
PRESSURE COMPENSATING SCREENS: CONTRACTOR SHALL
22.
OPERATING INSTRUCTIONS: AFTER THE SYSTEM HAS BEENOF
SPECIFICATIONS N0. WW - P-351. FITTINGS SHALL BE RED
12" OF EARTH COVERAGE FOR ALL NON PRESSURE LATERAL
INSTALL PRESSURE COMPENSATING SCREENS IN IRRIGATION
COMPLETED, THE CONTRACTOR SHALL INSTRUCT THE
BRASS CONFORMING TO FEDERAL SPECIFICATION
LINES.
HEADS AS NECESSARY TO ENSURE UNIFORM COVERAGE AND
OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION
NO. WW -P-460.
MINIMUM OVERTHROW OF AREA.
AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A
8.
SITE MAINTENANCE: ALL LUMBER, RUBBISH AND LARGE
COMPLETE SET OF OPERATING INSTRUCTIONS.ROCKS
7. COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K
SHALL BE REMOVED FROM THE TRENCHES. PIPE SHALL
5.
CONTROL VALVES: ALL CONTROL VALVES ON LINE SHALL BE
(HARD -DRAWN) CONFORMING TO ASTM 888. FITTING SHALL BE
HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF
INSTALLED AS INDICATED ON DETAILS AND BE THE TYPE
23.
SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT
WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI
EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. PAD THE
SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES IN
SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRISTRENCHES
B JOINTS SHALL SOLDERED IN ACCORDANCE TO ASTM
WITH DIRT OR SAND IF THE SOIL IS EXTREMELY
SHRUB PLANTING AREAS WHEREVER POSSIBLE.
SHALL BE REMOVED FROM SITE PER LOCAL CODE AND
B-220606 AND FEDERAL SPECIFICATIONS QQB 00655.
ROCKY.
I
ORDINANCES.
6.
BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES,
9.
TREE LOCATIONS: TREE LOCATIONS TAKE PRIORITY OVER
ATMOSPHERIC VACUUM BREAKERS AND ANTI -SIPHON VALVES
IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO
IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY
TRENCHING PIPE.
OWNER. j
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
Prepared !By:
CITY OF FONTANA CALIFORNIA
SHOULD CONSTRUCTION OF REQUIRED
1
2ND
CITY SUBMITTAL
0.28.1
IMPROVEMENTS NOT COMMENCE WITHIN
PREPARED FOR:
I
I
CITRUS AVENUE C.F.D. PLANS
2
3RD
CITY SUBMITTAL
.13.17
TWO YEARS OF THE DATE OF APPROVAL
srRArHAn� HOMES, INC
SHOWN HEREON AND CARRIED FORTH IN A
2201 DUPONT DRIVE, SUITE 300
• 507130th St.
Newport Beach, CA 92663
DRAWN BY. BJ
SCALE:
DIUCENT MANNER, THE CITY ENGINEER MAY
IRVINE, CA 92612
DESIGNED BY: BJ
I R R I GAT I O N SPECIFICATIONS
DATE.
REQUIRE REVISION$ TO THE PLANS TO
TEL (949) 833-1554
� 949.675.9964
JANUARY 13, 2017
BRINC THEM INTO CONFORMANCE WITH
L A N D S
C A P ECHECKED
BY. MJ
APPROVED BY.
6
CONDITIONS AND STANDARDS IN EFFECT
ARCHITECTURE
� mjs-Ia.com
DATE:
5563
CITY ENGINEER R.C.E. 51152
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