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GENERAL NOTES
24.
GUARANTEE: THE ENTIRE IRRIGATION SYSTEM INCLUDING ALL
8.
STEEL PIPE: GALVANIZED STEEL PIPE SHALL BE ASA SCHEDULE
EQUIPMENT SHALL BE CORRECTED THROUGH THE GUARANTEE
WORK DONE UNDER THIS CONTRACT, SHALL BE GUARANTEED
40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED
SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW
AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND
SCREWED -BEADED MALLEABLE IRON FITTINGS. STEEL PIPE
1.
BIDDING: IT SHALL BE THE OWNER'S RESPONSIBILITY IN
11.
WORKMANSHIP, AND SHALL BE MAINTAINED IN PREFECT
SHALL BE INSTALLED ON GRADE SECURED TO SURFACE PER
INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND
WORKING ORDER FOR ONE YEAR FROM DATE
YEAR
DETAIL.
F.
INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND
COMPLETION BY THE CONTRAACC WITHOUT EXPENSE TO
WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO
1,
THE OWNER ALL MATERIALS USED SHALL CARRY A
9.
BALL VALVES: SHALL BE BRONZE OR PLASTIC BODY AS
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,
PROJECT.
2.
SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR
FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S. TYPE
TO DATE COMPLETE "AS -BUILT" DRAWINGS INDICATING
DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHALL BE
PLASTIC OR EQUAL ACCESS BOX AND LID.
2.
SCOPE OF WORK: CONTRACTOR SHALL PROVIDE ALL LABOR,
REPAIRED TO THE OWNER'S SATISFACTION BY THE
BEGINNING OF WORK.
MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO
CONTRACTOR WITHOUT EXPENSE TO THE OWNER - INCLUDING
10.
CONTROL VALVES: SHALL BE AS INDICATED ON THE
13.
FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS
THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING,
DRAWINGS WITH FLOW ADJUSTMENT AND MANUAL BLEED
PER THE DRAWINGS AND SPECIFIED HEREIN.
14.
PAVING OR OTHER IMPROVEMENTS OF ANY KIND.
DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED, IN ONE
3.
PLAN VERIFICATION THESE DOCUMENTS MAY CONTAIN
3.
AS -BUILT FORMAT
OF THE FOLLOWING TYPE BOXES AS INDICATED ON THE
ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE
B.
FIELD OBSERVATIONS
DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING
CONTRACTOR SHALL REVIEW ALL DOCUMENTS THORUGHLY
SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM
SEQUENCE INDICATED ON THE DRAWINGS.
AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER
1.
REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE
11.
CONTROL WIRE: CONNECTIONS BETWEEN THE AUTOMATIC
15.
IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY.
PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF
CONTROLLERS AND THE ELECTRONIC CONTROL VALVES SHALL
GOVERNING CODES SHALL THEN APPLY.
SAID PLANS WILL USE PROFESSIONAL DESIGN ASSOCIATES TO
BE UF, SOLID COPPER WIRE, VINYL INSULATED 600 V. RATING,
BROWN BOND -TITS CEMENT (CONFORMING THE
PROVIDE "FULL" CONTRACT SERVICES INCLUDING FIELD
FOR DIRECT BURIAL INSTALLATIONS. CODING SHALL BE
4.
LI E E: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA
OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO
COLOR WIRE FOR PILOT WIRE. WHITE FOR COMMON GROUND
STATE LICENSED IRRIGATION CONTRACTOR.
USE PROFESSIONAL DESIGN ASSOCIATES TO PROVIDE AND
WIRE. MINIMUM WIRE SIZES SHALL BE 14 GAUGE BURIED 18"
COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH
BELOW GRADE. USE APPROVED WATER PROOF WIRE
5.
ORDINANCES AND REGULATIONS: ALL IRRIGATION WORK
WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL
HEREIN WILL SIGNIFICANTLY INCREASE THE
MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY
CONNECTORS AND SEALER ON ALL SPLICES. A 24"
EXPANSION PIG TAIL COIL SHALL BE PROVIDED AT EACH
CONFORM TO ALL APPLICABLE GOVERNING CODES AND
�A\
UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO
CONTROL VALVE AND AT EACH CHANGE IN DIRECTION OF THE
ORDINANCES (LOCAL, COUNTY & STATE).
DETECT ERRORS AND OMISSIONS IN THE PLANS AND
B.
WIRE RUN. WIRING SHALL OCCUPY THE SAME TRENCH AND
6.
PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL
SPECIFICATIONS CAN BECOME COSTLY MISTAKES BUILT INTO
SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE
AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET.
THE PROJECT. THEREFORE, IN THE EVENT THAT PROFESSIONAL
C.
INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN
4.
OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND
DESIGN ASSOCIATES IS OTHERWISE PRECLUDED FROM
H. OTHER RELATED EQUIPMENT AS DIRECTED
AGENCY INSPECTIONS AS REQUIRED.
COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH
12.
AUTOMATIC CONTROLLER: SHALL BE AS INDICATED ON
HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS
THE DRAWINGS, COMPLETE WITH ELECTRICAL HOOKUP AND
7.
FIELD VERIFICATION: CONTRACTOR SHALL VERIFY ALL
OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS
PROPER MOUNTING. ANY CONTROL WIRE EXPOSED THE
DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK.
E.
WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY,
CONTROLLER SHALL BE ENCASED IN ELECTRICAL CONN DUIT OF
HA
THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE
L
5
AND DEFEND PROFESSIONA4 DESIGN ASSOCIATES AND THEIR
THE SIZE REQUIRED. OUTDOOR CONTROLLERS SHALL BE
IRRIGATION SYSTEM SHOWN THE DRAWINGS WHEN IT IS
F.
CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS.
WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH
OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,
SHALL BE PREPARED BY THE CONTRACTOR AFTER
16.
AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO
GRADE DIFFERENCES OR DISCREPANCIES IN AREA DIMENSIONS
2.
FIELD OBSERVATION COORDINATION: THE FOLLOWING
CONTROLLER.
EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN IRRIGATION
OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND
BETWEEN FITTINGS TO ENSURE THE STABILITY OF THE LINE
DESIGN. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE
COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT).
13.
IRRIGATION HEADS: SHALL BE OF THE TYPES AND SIZES
NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF
THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB
INDICATED ON THE DRAWINGS. ALL HEADS SHALL BE
DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT
SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS
ADJUSTABLE, RISER NIPPLES SHALL BE THE SAME SIZE AS THE
PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME
THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY
RISER OPENING IN THE BODY.
FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF
NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE
BE REPLACED AND THE TESTS REPEATED.
THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH
14.
BACKFLOW DEVICES: BACKFLOW PREVENTERS AND/OR
8.
LIABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE
17.
ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE
VACUUM BREAKERS SHALL BE AS INDICATED ON THE DRAWINGS
RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT
CONTRACTOR'S EXPENSE. THE OWNER (JOB
AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION.
PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET -BACKS OR ANY
SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT
INSTALLED TO MEET LOCAL CODES. ALL IRRIGATION SYSTEMS
OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR
AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-
USING POTABLE WATER SOURCE REQUIRE BACKFLOW
UNMARKED.
EIGHT (48) HOURS IN ADVANCE.
PREVENTION.
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
RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS,
NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED
1.
VALVES AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. ANY
SEQUENCES, PROCEDURES AND TECHNIQUES. THE
OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND
18.
HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN
LANDSCAPE ARCHITECTURAL FIRM IS NOT LIABLE FOR
APPROVED BY THE CONSULTING ENGINEER OR AUTHORIZED
ANTI -DRAIN VALVE.
CONSTRUCTION METHODS.
REPRESENTATIVE AND/OR GOVERNMENTAL AUTHORITY HAVING
RECOMMENDATION OF STRUCTURAL SOILS REPORT.
REMOVING, DISASSEMBLING AND ADJUSTING EACH
JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK
16.
ATMOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY
10.
SAFETY: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND
BRASS AND FEDERAL SPECIFIED. INSTALL ON NON -CONSTANT
INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY
TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE.
PRESSURE LINES (LATERAL LINE) PER MANUFACTURE'S
PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION.
AFTER IT HAS BEEN INSPECTED, TESTED AND APPROVED, THE
SPECIFICATIONS. LOCATION PER DRAWINGS.
C. ONE (1) QUICK COUPLER KEY AND MATCHING
20.ED
CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE
HOSE SWIVEL FOR EVERY (5) QUICK COUPLING
11.
TU ILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OWNERS SATISFACTION.
17,
PRESSURE REGULATORS: SHALL BE BRONZE OR PLASTIC
VERIFYING THE LOCATION OF ALL UNDERGROUND UTILITIES,
SATISFACTION OF THE OWNER.
BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS
ELECTRICAL CABLES, CONDUITS, AND EXISTING IRRIGATION
4.
JOB SITE MEETINGS AND REQUIRED INSPECTIONS:
SPECIFIED PER DRAWINGS.
LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER
E.
IRRIGATION EQUIPMENT NOTES
OCCUR.
1.
PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH
H.
A. PRE -JOB MEETING ON SITE - PRIOR TO
18.
QUICK COUPLERS: SHALL BE HEAVY DUTY BRASS WITH
IMPROVEMENTS.
COMMENCEMENT OF WORK
COLORIZED RUBBER COVER AND TWO (2) PIECE BODY
ORDINANCES (LOCAL, COUNTY & ; STATE).
2.
DESIGN. LOCATION PER DRAWINGS.
12.
LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE
B. IRRIGATION MAINLINE AND EQUIPMENT LAYOUT.
THE H.O.A. ONE (1) SET OF COMPLETE "AS
RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS
BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR
19.
RISERS: ALL RISERS TO QUICK COUPLERS AND BACK FLOW
TO UTILITIES, PLANTING, CONSTRUCTION, PERSONS,
C. PRESSURE TEST IRRIGATION, MAINS AND LATERALS
DEVICES SHALL BE SCHEDULE 40 BRASS OF THE REQURED
PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO
SIZES, RISERS TO IRRIGATION HEADS SHALL BE SCHEDULE 80
2.
GUARD AGAINST DAMAGE.
D. IRRIGATION COMPLETION / COVERAGE TEST
TYPE 1220 P.V.C. CONFORMING TO ASTM 2464.
13.
COORDINATION: CONTRACTOR SHALL COORDINATE ALL
UPON COMPLETION OF THE IRRIGATION SYSTEM
INSTALLATION AND PRIOR TO ANY PLANTING,
20.
VALVE BOXES: INSTALL ALL VALVES, EXCEPT ANTI -SIPHON
CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE
THE CONTRACTOR SHALL ADJUST SPRINKLER
VALVES, IN PREMOLDED HIGH IMPACT PLASTIC VALVE BOX. USE
OWNER BEFORE STARTING WORK.
HEADS TO EVENLY AND PROPERLY DISTRIBUTE
3.
ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX
THE RATE OF PRECIPITATION OF THE WATER
FOR ALL OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH
• 14.
IRRIGATION PLANS: THE IRRIGATION PLANS ARE GENERALLY
AND SHALL DETERMINE IF THE COVERAGE OF THE
GREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER
DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE
PLANTING AREAS IS COMPLETE AND ADEQUATE.
POSSIBLE.
INSTALLED. THE CONTRACTOR SHALL MAKE MINOR
CONTRACTOR SHALL MAKE ADJUSTMENTS PROVIDE
ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLED ON
ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS
OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY
N
D
PLASTIC PIPE NOTES
BETWEEN, PLANTING, ARCHITECTURAL FEATURES AND
OVER SPRAY ON ALL WALKS, ROADWAYS AND BUILDINGS.
BUILDINGS ONLY. IN NO CASE SHALL THE SPACING OF HEADS
EXISTING UTILITIES. INTENT OF IRRIGATION DESIGN IS FULL
THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND
4.
COVERAGE, BALANCED SYSTEM.
PERFORM ALL WORK REQUIRED TO CORRECT ANY
1.
A I : THE CONTRACTOR SHALL EXERCISE CARE IN
INADEQUACIES OF COVERAGE DISCLOSED BY THE
HANDLING, LOADING AND STORING P.V.C. PIPE AND FITTINGS.
15.
DIMENSION: ALL SCALE DIMENSIONS ARE APPROXIMATE.
COVERAGE TEST.
5.
ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO
WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE
INSTALLED AS INDICATED ON DETAILS AND BE THE TYPE
NDUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY
PRECEDENCE OVER SCALED DIMENSIONS.
POINT. P.V.C. PIPE AND FITTINGS SHALL NOT BE STORED IN
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.
FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY
IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY
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
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
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
SPECIFICATIONS AND/OR DETAILS.SHOWN
THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE
UNDER PAVED AREAS BUT RUNNING PARALLEL AND
USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND
ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAWINGS
17.
POINT OF CONNECTION (P.O.C.) VERIFICATION: LOCATIONIS
SPECIFICATIONS.
TO INSTALL THE PIPING IN THE PLANTING AREA.
OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS
MAYBE APPROXIMATE ONLY. THE CONTRACTOR SHALL
2.
PRESSURED MAINLINE: PIPE FROM SOURCE OF SUPPLY TO
3.
PIPE CLEARANCE: UNDERGROUND LINES UP TO 2" INCLUSIVE
APPROVE FINAL (P.O.C.) LOCATION WITH THE OWNER (JOB
CONTROL VALVES AND HOSE BIBS 2" OR LARGER SHALL BE
SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF 12" 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
STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO THE
D2241, ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. ALL
APPLY TO ANY LINES CROSSING AT ANGLES FROM 45'
METER (P.O.C.) AT EACH POINT OF CONNECTION.
PIPE LESS THAN 2" SHALL BE SCHEDULE 40 TYPE 1220 P.V.C.
WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL
CONFORMING TO ASTM D1785, ASTM D1784 ALL PLASTIC PIPE
BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN
18.
MATERIALS: ALL MATERIALS AND EQUIPMENT SPECIFIED IN
SHALL BE MARKED SHALL BE EXTRUDED FROM VIRGIN
THESE ANGLES. NO LINE SHALL BE INSTALLED PARALLEL TO
THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITIONAND
MATERIALS WITH THE MANUFACTURER'S NAME TYPE AND
DIRECTLY OVER ANOTHER LINE.
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.
3.
LATERAL LINE BELOW GRADE: NON -PRESSURIZED LATERAL
THE MAIN LINE SUPPLY SHALL BE FLUSHED OUT AND TESTED
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
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
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
FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER
BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS
OUT BEFORE SPRINKLER HEADS ARE ATTACHED.
AND LANDSCAPE ARCHITECT. ALL SUBSTITUTIONS SHALL
OF PIPE, SIZE AND NSF APPROVAL.
CONFORM TO LOCAL CODES AND ORDINANCES. ANY
5.
UNDER CONCRETE: GENERALLY, PIPING UNDER CONCRETE
EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY
4.
LATERAL LINE ON GRADE: NON -PRESSURED LATERAL LINE
SHALL BE DONE BY JACKING, BORING OR HYDRAULIC
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
REMOVED AT CONTRACTOR'S EXPENSE.
TO ASTM D1785, ASTM D1784 AND ASTM G-53. MANUFACTURED
AND/OR CONCRETE MUST BE OBTAINED FROM THE OWNER'S
BY B NE PIPE COMPANY OR AS INDICATED ON LEGEND.
AUTHORIZED REPRESENTATIVE. NO HYDRAULIC RIVING WILL
20.
: DUE TO THE SCALE OF DRAWINGS, IT IS NOT
FITTINGPIPING
P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS.
BE PERMITTED UNDER ASPHALTIC CONCRETE PAVING.
POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS, SLEEVES, ETC.,
ALL PLASTIC PIPE SHALL BE MARKED WITH THE
WHICH MAYBE REQUIRED. THE CONTRACTOR SHALL
MANUFACTURER'S NAME TYPE AND CLASS OF PIPE, SIZE AND
6.
INSTALLATION PROCEDURES: EXCEPT AS NOTED IN OTHER
CAREFULLY INVESTIGATE THE STRUCTURAL AND FINISHED
NSF APPROVAL.
PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS,
CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE
INSTALLATION OF PIPE AND FITTINGS SHALL BE AS OUTLINE IN
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
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.
SUITABLE FOR EITHER SOLVENT WELD OR SCREWED
PLASTIC PIPE SHALL NOT BE LAID WHEN THERE IS WATER IN
21.
NOTICE OF COMPLETION: THE COMPLETION OF THE
CONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE
TRENCH.
CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION
RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED
ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE
7.
PIPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE
TO THE SATISFACTION OF THE OWNER'S AUTHORIZED
AND FITTING MANUFACTURER.
FOR ALL PRESSURE MAINLINE PIPE 3" AND LARGER. PROVIDE A
REPRESENTATIVE.
6.
BRASS PIPE AND FITTINGS: BRASS PIPE SHALL BE RED BRASS,
MINIMUM 18" OF EARTH COVERAGE FOR ALL PRESSURE
SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL
MAINLINE PIPE UP TO AND INCLUDING 2 1/2". PROVIDE A MINIMUM
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
COMPLETED, THE CONTRACTOR SHALL INSTRUCT THE
BRASS CONFORMING TO FEDERAL SPECIFICATION
LINES.
OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION
N0. WW -P-460.
AND MAINTENANCE OF THE SYSTEM AND SHALL FURNISH A
8.
SITE MAINTENANCE: ALL LUMBER, RUBBISH AND LARGE
COMPLETE SET OF OPERATING INSTRUCTIONS.
7.
COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K
ROCKS SHALL BE REMOVED FROM THE TRENCHES. PIPE SHALL
23.
SITE MAINTENANCE: CONTRACTOR SHALL KEEP THE PROJECT
(HARD -DRAWN) CONFORMING TO ASTM 888. FITTING SHALL BE
HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF
EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. PAD THE
SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS
WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI
B JOINTS SHALL SOLDERED IN ACCORDANCE TO ASTM
TRENCHES WITH DIRT OR SAND IF THE SOIL IS EXTREMELY
SHALL BE REMOVED FROM SITE PER LOCAL CODE AND
206
8-206 AND FEDERAL SPECIFICATIONS
CIFICATIONS QQB 00655.
ROCKY.
ORDINANCES.
9.
TREE LOCATIONS: TREE LOCATIONS TAKE PRIORITY OVER
IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO
TRENCHING PIPE..
10.
EXPANSION: PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX IN.
7.
DEFECTS: ALL DEFECTS IN INSTALLATION OF IRRIGATION
(6") PER THOUSAND FT. (1000') BETWEEN DAY AND NIGHT
EQUIPMENT SHALL BE CORRECTED THROUGH THE GUARANTEE
TEMPERATURES IN HOT CLIMATE. :THEREFORE, PIPE SHALL BE
PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO
SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW
THE SATISFACTION OF THE OWNER.
FOR EXPANSION AND CONTRACTION.
11.
PIPE MAINTENANCE: ALL FOREIGN MATTER OR DIRT SHALL BE
REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS
LOWERED INTO POSITION IN THE TRENCH AND IT SHALL BE
F.
RECORD AND AS -BUILT DRAWINGS
KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING
OF THE PIPE. j
1,
ITEMIZED LIST, CONTRACTOR SHALL SUBMIT TO THE
12.
SLEEVING: IRRIGATION LINES THAT ARE UNDER STREETS AND
LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT.
PAVING OVER SEVEN (7) FEET WIDE SHALL BE INSTALLED BY THE
OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE
2.
AS-BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP -
SCHEDULE 40 AND TWO TIMES THE DIAMETER OF THE PIPE AND/
TO DATE COMPLETE "AS -BUILT" DRAWINGS INDICATING
OR ADEQUATE FOR INSTALLATION OF WIRE. SLEEVING SHALL
LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED.
BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO
PRINTS FOR THIS PURPOSE MAY -BE OBTAINED FROM THE
BEGINNING OF WORK.
LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS
SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A
13.
JOINTS: JOINTS ON RISERS SHALL BE AS SHOWN ON DETAILS.
RECORD SET. CONTRACTOR SHALL FURNISH "AS -BUILT"
DRAWINGS TO OWNER UPON COMPLETION OF PROJECT.
14.
THREADED CONNECTIONS: ON PLASTIC TO STEEL
CONNECTIONS, THE CONTRACTOR SHALL WORK THE STEEL
3.
AS -BUILT FORMAT
CONNECTIONS FIRST. NON -HARDENING PIPE PERMATEX #2
SUBMITTAL OF AS -BUILT PLANS SHALL BE AS REQUIRED BY THE
TEFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO
ENGINEERING AND PLANNING DEPARTMENTS. THE FINAL PLANS
STEEL JOINTS, AND LIGHT WRENCH PRESSURE IS ALL THAT
SHOULD BE PREPARED BY THE LANDSCAPE ARCHITECT FROM
SHALL BE USED. t
DIMENSIONS PROVIDED BY THE LANDSCAPE CONTRACTOR. FINAL
I
AS -BUILT PLANS SHALL BE DRAFTED CLEARLY TO THE SATISFACTION
15.
CONNECTIONS: FOR P.V.C. PIPE CONTRACTOR
SHALL U
SHALL USE SOLVENT PRIMER AND SOLVENT CEMENT
OF THE CITY, AND THE ORIGINAL MYLARS SHALL BE SUBMITTED TO
RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO
THE CITY FOR THEIR KEEPING. FINAL AS -BUILT PLANS WILL BE
ASTM D-2564. FOR UVR-P.V.C. SOLVENT CEMENT SHALL BE
REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND FINAL
MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE
BROWN BOND -TITS CEMENT (CONFORMING THE
CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARD.
REQUIREMENTS A
MENTS OF ASTM D-2564) APPLY WITH AN APPROVED
PRIMER PRIOR TO APPLICATION OF CEMENT. ALL PIPE AND
CONTRACTOR TO PROVIDE THE FOLLOWING TO LANDSCAPE ARCHITECT:
FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT, DUST AND
MOISTURE BEFORE APPLYING SOLVENT. THE CONTRACTOR
WILL MAKE SOLVENT WELD JOINTS WITH NON -SYNTHETIC
A. CONNECTION TO EXISTING WATER LINES.
BRISTLE BRUSH IN THE FOLLOWING SEQUENCE:
B. CONNECTION TO EXISTING ELECTRICAL POWER.
C. GATE VALVES, BACKFLOW PREVENTION
�A\
APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE
UNITS AND CONTROLLERS.
INSIDE OF THE FITTING. I
D. ROUTING OF IRRIGATION PRESSURE LINES
B.
THEN APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE
(DIMENSION MAX. 100').
OUTSIDE OF THE PIPE, MAKING SURE THAT THE COATED
E. IRRIGATION CONTROL VALVES.
AREA IS EQUAL TO THE DEPTH OF THE FITTING SOCKET.
F. ROUTING OF CONTROL WIRE.
C.
INSERT THE PIPE QUICKLY INTO THE FITTING AND TURN
4.
G. QUICK COUPLING VALVES.
THE PIPE APPROXIMATELY 1/4 TURN TO DISTRIBUTE THE
H. OTHER RELATED EQUIPMENT AS DIRECTED
SOLVENT AND REMOVE AIR BUBBLES. HOLD THE JOINT
BY OWNER.
FOR APPROXIMATELY 15 SECONDS SO THE FITTING DOES
NOT PUSH OFF THE PIPE.
D.
USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOLVENT
TO PREVENT WEAKENING THE JOINT.
E.
BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE
PIPE IS NOT TWISTED, DISTURBING THE LAST
5
COMPLETED JOINT.
F.
ALLOW AT LEAST 15 MINUTES SET UP TIME FOR EACH.
CONTROLLER CHARTS: CONTROLLER CHARTS
SHALL BE PREPARED BY THE CONTRACTOR AFTER
16.
PRESSURE LINE TESTING: ALL TESTS ON PRESSURE LINES
APPROVAL OF THE "AS -BUILT". THE CHART SHALL
SHALL BE COMPLETE PRIOR TO BACKFILLING; HOWEVER,
SHOW BY COLOR CODING THE AREA CONTROLLED BY
SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES
EACH AUTOMATIC IRRIGATION CONTROLLER.
BETWEEN FITTINGS TO ENSURE THE STABILITY OF THE LINE
PRESSURE. IN ALL CASES, FITTINGS AND COUPLINGS MUST BE
OPEN TO VISUAL INSPECTION FOR THE FULL PERIOD OF THE
TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT
CONTROLLER CHART FORMAT: THE CONTROLLER
WELDED JOINT HAS HAD TWELVE (12) HOURS TO SET AND
CHART SHALL BE A XEROX REDUCTION OF THE
CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P.S.I.
"AS BUILT" TO THE MAXIMUM SIZE OF THE CONTROLLER
WORKING PRESSURE FOR A PERIOD OF FOUR (4) HOURS AND
DOOR WILL ALLOW (CONTROLLER SEQUENCE
PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL
NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE
BE REPLACED AND THE TESTS REPEATED.
AT THE REDUCED FORMAT). UPON COMPLETION THE
17.
BACKFILLING OF TRENCHES: BECAUSE OF THE EXPANSION
CHART SHALL BE HERMETICALLY SEALED BETWEEN
AND CONTRACTION OF PLASTIC PIPE, BACKFILLING SHALL BE
TWO PIECES OF PLASTIC. CHARTS SHALL BE
DONE IN THE COOL PART OF THE DAY, ESPECIALLY IN HOT
COMPLETED AND APPROVED PRIOR TO THE FINAL
CLIMATES. TRENCHES SHALL BE BACKFILLED WITH THE
IRRIGATION FIELD OBSERVATION
EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE
FROM LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL
BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO
A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN
PLANTING AREAS. BACKFILL WILL CONFORM TO ADJACENT
G.
EQUIPMENT TO B E FURNISHED
GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER
SURFACE IRREGULARITIES.
1.
MAINTENANCE TOOLS: SUPPLY THE APPROPRIATE
MAINTENANCE PERSONNEL WITH THE FOLLOWING TOOLS:
18.
TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES
LOCATED UNDER WHERE PAVING, .CONCRETE OR ASPHALT WILL
A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR
BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH
RECOMMENDATION OF STRUCTURAL SOILS REPORT.
REMOVING, DISASSEMBLING AND ADJUSTING EACH
I
TYPE OF IRRIGATION HEAD AND VALVE SUPPLIED.
19.
PLASTIC PIPE GUARANTEE: SPECIFICATIONS AND LITERATURE
SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SUBMISSION
B. TWO (2) KEYS FOR EACH AUTOMATIC
OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED.
CONTROLLER.
PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER
WORKMANSHIP OF MATERIALS FOR ALL PLASTIC PIPE FITTINGS.
C. ONE (1) QUICK COUPLER KEY AND MATCHING
20.ED
FECTS: ALL DEFECTS IN INSTALLATION OF PLASTIC PIPE
HOSE SWIVEL FOR EVERY (5) QUICK COUPLING
SHALL BE CORRECTED THROUGH ITHE GUARANTEE PERIOD
VALVE INSTALLED.
SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE
SATISFACTION OF THE OWNER.
D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED
OVER TO THE OWNER AT THE CONCLUSION OF
WORK AND BEFORE FINAL OBSERVATION CAN
E.
IRRIGATION EQUIPMENT NOTES
OCCUR.
1.
IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL
BE INSTALLED PER THE SPECIFICATION AND RECOMMENDED
H.
HOMEOWNERS ASS0CIATI0N (H.O.A.)
INSTALLATION PROCEDURES OF THE MANUFACTURER AND
CONFORM TO ALL APPLICABLE GOVERNING CODES AND
RESPONSIBILITY
ORDINANCES (LOCAL, COUNTY & ; STATE).
2.
TURF IRRIGATION HEADS: TURF IRRIGATION HEADS IN OPEN1.
AS-BUILTS: THE CONTRACTOR SHALL PROVIDE
AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED
THE H.O.A. ONE (1) SET OF COMPLETE "AS
GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OF
BUILT" INFORMATION ON AN OZALIO SEPIA MYLAR
NOTIFICATION BY THE OWNER'S REPRESENTATIVE,
PRODUCED FROM THE LANDSCAPE ARCHITECT.
CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE,
FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING
THE SYSTEM TO THE PROPER LEVEL OF THE PERMANENT
2.
MAINTENANCE PROGRAM: THE CONTRACTOR
GRADE. TURF IRRIGATION HEADS ALONG WALKS AND
SHALL PROVIDE THE H.O.A. ONE (1) SET OF
DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS
MAINTENANCE GUIDLINES AS RECOMMENDED BY
ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF
THE MANUFACTURER/SUPPLIER.
INSTALLATION. IN NO CASE SHALL THE SPACING OF HEADS
EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER.
3.
SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND
PLANTING AREAS SHALL BE INSTALLED ON NIPPLES HIGH
ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS
DIRECTED, OR AS INDICATED ON ;THE PLANS. WHERE HIGH
SHRUBS ARE PLANTED, LONGER RISERS SHALL BE INSTALLED
AS DIRECTED BY THE LANDSCAPE ARCHITECT. SHRUB HEADS
ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLED ON
AN APPROVED HI -POP HEAD PER PLAN. RISERS SHALL BE
LOCATED AS SPECIFIED PER PLANS ADJACENT TO WALLS AND
BUILDINGS ONLY. IN NO CASE SHALL THE SPACING OF HEADS
EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER.
4.
PRESSURE COMPENSATING SCREENS: CONTRACTOR SHALL
INSTALL PRESSURE COMPENSATING SCREENS IN IRRIGATION
HEADS AS NECESSARY TO ENSURE UNIFORM COVERAGE AND
MINIMUM OVERTHROW OF AREA.
5.
i
CONTROL VALVES: ALL CONTROL VALVES ON LINE SHALL BE
INSTALLED AS INDICATED ON DETAILS AND BE THE TYPE
SPECIFIED IN THE LEGEND. LOCATE CONTROL VALVES IN
SHRUB PLANTING AREAS WHEREVER POSSIBLE.
6.
BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES,
ATMOSPHERIC VACUUM BREAKERS AND ANTI -SIPHON VALVES
IN SHRUB AREAS ONLY UNLESS OTHERWISE APPROVED BY
OWNER. I
0REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared By: CITY OF FONTANA CALIFORNIA
O 1 2ND CITY SUBMITTAL10.28.16 SHOULD CONSTRUCTION OF REQUIRED /
IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: ' SUMMIT AVENUE MEDIAN EAST C.F.D. PUNS
2 3RD CITY SUBMITTAL 1.13.17 TWO YEARS OF THE DATE OF APPROVAL STRATHAM HOMES, INC 507, 30th St. DRAWN BY: BJ
SCALE.
SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE, SUITE 300
DILIGENT MANNER, THE CITY ENGINEER MAY IRVINE CA 92612 Newport Beach, CA 92663
DIAL O DAYS REQUIRE REVISICINS TO THE PLANS TO TEL (949 833-1554 � DESIGNED BY: BJ IRRIGATION SPECIFICATIONS DATE:
BEFORE ( ) Q949JANUARY 13, 2016
Y ❑ U DIG YOU DIG BRING THEN) INTO CONFORMANCE WITH • APPROVED BY: .675.9964
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT L A iV D S C A P E CHECKED BY: MJ 5A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ARCHITECTURE ®mjs-la.com DATE: 5565
CITY ENGINEER R.C.E. 51152 9