HomeMy WebLinkAboutDWG 366-1L; CT 89-15; JEREZ CONDOMINIUMS; 01-06CITY or OCEANSIDE
PACIFIC
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JEREZ COU":T
LEGEND
JEREZ COURT
AVE COOOS tJ LA COSTA CALFORNIA
APN 219-290-42
MAP 6600
LOT 363
APN 219-290-41
MAP 6600
LOT 361
BASIS OF BEARING -1
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----INDICATES SUBDIVISION BOUNDARY
DECLARA T/ON OF RESPONSIE!_l,.J; CHARGE
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LEGAL DESCRIPTION I UNDERSTAND Tl<>.T THt CHECk 01' PROJEct O'RAWTNGS >.NU " , r t;~'.:(';>~ ,~:i-,-1..-o-r ot--:e op: cwL~e,;-.1:::, ""fR,"01 i-Jo. 89-1:::, EW ONLY SPtCJTIO.iTONS BY THE CITY OF' C\JUSlW)"fs-CONnN'E:D TO REVI
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RESPONSTBIU'TIES FOR PROJECT DESIGN.
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lANOSOJ'ING.
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LAN09CAPI! ARCHITECT 1818
JAMES R. IVERSEN
BENCH MAR
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AND IRRIGATION ONLY,
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LOCATION OF PLANTING REVIEl.'ED BY, AREAS.
INSPECTOR DATE
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DAT( 1NtTIAL DATE 1 INITIAL OWN BY: PROJECT NO. DRAWING NO.
1415 MACKINNON AVE.
CARDIFF, CALIFORNIA 92007
t 7&0 J 942-1742 RECORDED: _
tLEVAnON: DATIJM: __ ENGINEER OF WORK REVISION DESCRIPTION Cl-!KD BY:
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JAMES R. IVERSEN
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1415 MACKINNON AVE ..
CAl=l □IFF, CALIFORNIA 92007
(760] 942-1742
P.[. __ _ EXP, ___ _ DATE
REVIE'w'E:D BY•
INSPECTOR DATE -
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14'15 MACKINN
CAt=i □IFF, CALI
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ON AVE,
FOl=lNIA !32007
42 LANO!!;ICAPIIII ARCHI-Y~C:::"'f U51SI
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APPROVED FOR PLANTING II AS BUILT"
AND IRRIGATION ONLY,
INCLUDING PRECISE P,E, EXP. DATE
LOCATION OF PLANTING PEVIE\,/ED BY• AREAS.
INSPECTOR DATE CiJ I CITY OF CARLSBAD I I SHEETS I l"'i--,.,.Nr-1 IN$ ~~ 1 Ht:;1'-lj (p
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MS I :;-r ,.,.NT I , ' IN~ ~~7 c>r?.-DATE
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKO BY: ·~--C.,T 84 --15 3G;,&-/L OTHF,R A"PROVAL CITY APPROIIAL RV\,/0 BY•
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LANDSCAPE SPECIFICATIONS
NOTE: THE GENERAL AND SPECIAL CONDITIONS NOTED HEREIN ARE AN INTEGRAL
PART OF THE LANDSCAPE PLANS ANO MUST BE CAREFULLY CONSIDERED
IN CONNECTION HEREWITH.
I.
II.
Ill.
PURPOSE OF THE SPECIFICATIONS
IT IS THE INTENT OF THESE SPECIFICATIONS THAT:
A. THE WORK OF CONSTRUCTING AND INSTALLING THE LANDSCAPING BE
ACHIEVED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO
THE HIGHEST WORKMANLIKE STANDARDS.
B. THAT THE FINISHED INSTALLATION SHALL BE COMPLETE IN EVERY
RESPECT TO THE SATISFACTION OF THE OWNER. ACCORDINGLY, THE
REQUIREMENTS OF THESE SPECIFICATIONS ARE A PART OF THE
LANDSCAPE CONTRACT. '
SCOPE OF WORK
A. WORK: THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST
OF THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, PERMITS,
APPLIANCES, TAXES ANO ALL OTHER COSTS, FORESEEABLE AND
UNFORESEEABLE AT THE TIME OF CONTRACTING, NECESSARY ANO
APPROPRIATE FOR THE INSTALLATION OF THE LANDSCAPING AS HEREIN
SPECIFIED AND SHOWN ON THE ACCOMPANYlNG DRAWINGS DATED:
B. DEVIATIONS: NO DEVIATION FROM THESE SPECIFICATIONS, OR FROM THE
AGREEMENT, OR FROM THE GENERAL CONDITIONS IS AUTHORIZED AND
NO SUCH DEVIATION SHALL BE MADE, UNLESS THE WRITTEN
AUTHORIZATION THEREFORE, SIGNED BY THE OWNER OR HIS DULY
AUTHORIZED REPRESENTATIVE, HAS BEEN OBTAINED IN ADVANCE.
GENERAL CONDITIONS
A. INTERPRETATION OF PLANS AND SPECIFICATIONS:
1. THE LANDSCAPE ARCHITECT WILL INTERPRET THE MEANING OF ANY
PART OF THE PLANS AND SPECIFICATIONS ABOUT WHICH ANY
MISUNDERSTANDING MAY ARISE, AND HIS DECISION WILL BE FINAL.
2. SHOULD THERE APPEAR TO BE AN ERROR OR DISCREPANCY IN OR
BElWEEN THE PLANS, SPECIFICATIONS, AND PLANTING LISTS, THE
CONTRACTOR SHAU.. REFER THE MATTER TO THE LANDSCAPE
ARCHITECT FOR ADJUSTMENT BEFORE PROCEEDING WITH THE WORK.
SHOULD THE CONTRACTOR PROCEED WITH THE WORK WITHOUT SO
REFERRING THE MATTER, HE DOES SO ON HIS RESPONSIBILITY.
B. QUALITY OF WORK: THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED AT
LEAST TWO DAYS PRIOR TO WORK COMMENCEMENT, BY THE
CONTRACTOR ANO PRIOR TO INSPECTION VISITS BY THE LANDSCAPE
ARCHITECT. ALL WORK SHALL BE DONE IN A GOOD WORKMANLIKE
MANNER IN ACCORDANCE WITH ALL PLANS AND SPECIFICATIONS AND
BEST CONSIDERED PRACTICE, SHALL MEET WITH THE APPROVAL OF THE
LANDSCAPE ARCHITECT AND OWNER, AND SHAU.. BE IN ACCORDANCE
WITH THE REQUIREMENTS OF LOCAL BUILDING CODES ANO LAWS, VA
ANO FHA SPECIFICATIONS (WHEN APPLICABLE). ANY DEFECTIVE WORK
WILL BE REDONE AT THE CONTRACTOR'S EXPENSE AS DIRECTED BY THE
LANDSCAPE ARCHITECT.
C. PERMITS: THE CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING ANY
ANO ALL NECESSARY BUILDING PERMITS FROM THE CITY OR OTHER
GOVERNMENTAL AUTHORITIES.
D. LICENSE REQUIREMENTS: THE CONTRACTOR SHALL CARRY NECESSARY
CONTRACTOR'S CALIFORNIA STATE LICENSE OR CERTIFICATE FOR TYPE
OF WORK LISTED, SUCH AS THE LANDSCAPE CONTRACTOR'S LICENSE
NO. C·ZT.
E INSURANCE COVERAGE: THE CONTRACTOR SHALL CARRY ALL
NECESSARY COMPENSATION AND LIABILITY INSURANCE TO COVER HIS
WORKMEN AND WORK TO FULLY PROTECT THE OWNER FROM ANY
POSSIBLE DAMAGE SUIT OR LIEN ON THE OWNER'S PROPERTY IN THE
COURSE OF THE WORK BY THE CONTRACTOR, AND WILL SHOW THE
OWNER SUCH EVIDENCE OF ABOVE INDICATED INSURANCE COVERAGE.
F. PROPERTY, ETC., DAMAGE RESPONSIBILITY:
1. THE CONTRACTOR IS TO PROTECT AT ALL TIMES ALL EXISTING
UTILITIES, STRUCTURES, TREES, PLANTS, AND OTHER FEATURES
INTENDED TO REMAIN ON AND ADJACENT TO THE JOB SITE, AND TO
REPAIR OR REPLACE ANY DAMAGED ITEM IN A NEAT AND GOOD
WORKMANLIKE MANNER DURING AND DUE TO HIS WORK ON THE JOB;
AND HE SHALL ASSUME ALL DAMAGE OR INJURY THAT MAY RESULT
TO ALL SUCH PROPERTY AND/OR TO PERSONS WHERE SUCH DAMAGE
OR INJURY IS CAUSED IN CONNECTION WITH HIS WORK, OR IS DUE
TO HIS NEGLIGENCE OR TO HIS LEAVING OPEN OR UNPROTECTED
PORTIONS OF STREETS OR OTHER PROPERTY.
2. SHOULD ANY PART OF THE WORK UNDER THIS CONTRACT BE
DAMAGED BY OTHER CONTRACTORS, THE CONTRACTOR ANO PARTY
CAUSING SUCH DAMAGE SHALL MAKE ADJUSTMENTS BElWEEN
THEMSELVES, AND NOT WITH THE OWNER, RELATIVE TO THE REPAIRS
OR RECONSTRUCTION ANO PAYMENT FOR SAME.
G. KNOWLEDGE OF SITE: IT IS ASSUMED THAT THE CONTRACTOR HAS
VISITED THE SITE AND FAMILIARIZED HIMSELF AS TO THE SITE CONDI•
TIONS; AND SHALL HAVE VERIFIED ALL DIMENSIONS, AS WELL AS
ASCERTAINING THE MEANS. OF GETTING MATERIAL INTO THE SITE, AND
ANY OTHER FACTORS AFFECTING THE WORK.
H. SEGREGATION OF COSTS: AT THE TIME OF EXECUTION OF THE
CONTRACT, THE CONTRACTOR SHALL FURNISH TO THE OFFICE OF THE
OWNER, FOR PURPOSES OF ACCOUNTING AND SCHEDULING, A
SEGREGATED COSTS SCHEDULE OR BREAKDOWN OF THE CONTRACT
PRICE, LISTING THE VARIOUS COMPONENTS SPECIFIED, IN A FORM
SATISFACTORY TO THE OWNER. THESE SCHEDULES SHALL ALSO BE
USED AS A BASIS IN FORMULATING THE PROGRESS PAYMENTS TO BE
MADE TO THE CONTRACTOR, AND THESE COST BREAKDOWNS SHALL BE
PART OF THE CONTRACT.
IV.
I. EXTRAS OR CHANGES: ANY EXTRAS OR CHANGES FROM THE CONTRACT
ON THE JOB SHALL HAVE THE PRIOR APPROVAL OF THE LANDSCAPE
ARCHITECT AND MUST BE APPROVED IN WRITING BY THE LANDSCAPE
ARCHITECT AND OWNER.
J. INCREASED COSTS: IF THE EXTRA OR CHANGE IS TO BE DONE AT AN
INCREASED COST OVER ANO ABOVE THE CONTRACT FEE, THE OWNER
SHALL SIGN THE CONTRACTOR'S WRITTEN R~OUEST FOR SUCH
ADDITIONAL FUNDS FOR EXTRA WORK PRIOR TO ~CTUALL Y DOING THIS
WORK.
K. SITE CONDITION: THE CONTRACTOR, IN THE COURSE OF HIS WORK, IS
TO KEEP THE SITE IN A NEAT ANO TIDY CONDITION AS MUCH AS IS
PRACTICAL SO AS NOT TO DISTURB THE NORMAL USAGE OF THE
SURROUNDING AREAS BY THE OWNER OR BY OTHERS.
L. SITE CLEARANCE: UPON COMPLETION OF THE WORK THE CONTRACTOR
SHALL PROPERLY CLEAN AND TIDY SUCH WORK AND THE SURROUNDING
AREAS USED BY HIM ANO REMOVE ANY OR ALL EXCESS MATERIALS,
DIRT, DEBRIS FROM THE SITE, OR TO DISPOSE OF SAME AS DIRECTED
BY THE LANDSCAPE ARCHITECT.
M. OWNER'S MATERIALS: DURING THE COURSE OF THE WORK, ANY
MATERIALS, EQUIPMENT AND SERVICES MAY BE PROVIDED BY THE
OWNER AND USED BY THE CONTRACTOR IN THE JOB; FOR SUCH
MATERIALS, EQUIPMENT AND SERVICES THE CONTRACTOR IS TO GIVE
CREDIT TO THE OWNER AT THE STANDARD CURRENT RATE FOR SUCH
ITEMS, SUCH CREDIT, IF ANY, WILL APPEAR IN THE FINAL BILLING BY
THE CONTRACTOR TO THE OWNER.
N. PLANS AND SPECIFICATIONS: ALL LANDSCAPING INCLUDING PLANTS,
GROUNDCOVERS, SOIL ADDITIVES, AND OTHER MISCELLANEOUS
LANDSCAPE ITEMS SHALL BE PROVIDED AND INSTAl.1..ED IN STRICT
ACCORDANCE WITH f'LANS AND SPECIFICATIONS PREPARED BY OWNER
DATED:--~~---
0. CHANGES:Ov-J~t:-'2/ pRc t-l, SHALL HAVE THE RIGHT TO MAKE MINOR
CHANGES IN THE LANDSCAPE DESIGN AND INSTALLATION TO INSURE
PRACTICALITY OF DESIGN AND FOR AESTHETIC REASONS, AT NO
ADDITIONAL COST._ C !:r:( 11-1spr::c-r::012 M \.iST f"'P r"P-ov6 At..-..-'
'-"",;,J,r;,s--;-111JT'c NS oiz ciJ!+bFA
SPECIAL CONDITIONS
A. GRADING: GRADE ALL AREAS BY Fill.ING AND/OR REMOVING SURPLUS
SOIL AS NEEDED TO ENSURE PROPER GRADES AND DRAINAGE AS
INDICATED ON THE PLANS. UNl,..ESS OTHERWISE NOTED, FINISH GRADES
SHAU.. BE BELOW HAROSCAPE AS FOLLOWS: 2" FOR GROUND COVER
AREAS, 1" FOR LAWN AREAS.
B. MOISTURE CONTENT: THE SOIL SHALL NOT BE WORKED WHEN
MOISTURE CONTENT IS SO GREAT THAT EXCESSIVE COMPACTION WILL
OCCUR, NOR SHALL IT BE SO DRY THAT DUST WILL OCCUR AND FORM
IN THE AIR OR THAT CLOOS WILL NOT BREAK READILY. WATER SHALL
BE APPLIED IF NECESSARY TO PROVIDE IDEAL MOISTURE CONTENT FOR
TILLING.
C. WEED REMOVAL: WEEDS, PLUS BERMUDA GRASS, ETC., SHALL BE DUG
OUT FROM ALL PLANTING AREAS BY THEIR ROOTS WHEREVER POSSIBLE
AND REMOVED FROM THE SITE. WHERE NECESSARY TO DISCOURAGE
REOCCURRENCE OF THIS MATERIAL, THE CONTRACTOR SHALL APPLY
ONE OR MORE TREATMENTS OF A SATISFACTORY CHEMICAL PER
MANUFACTURER'S DIRECTIONS IN REGARD TO CONCENTRATION PLUS
ALLOWANCE OF AN AMPLE PERIOD OF TIME FOR EFFECTIVE
PERFORMANCE PRIOR TO CULTIVATION. THE SITE SHALL BE MAINTAINED
IN A WEED AND UTTER FREE CONDITION DURING THE MAINTENANCE
PERIOD. WEEDS SHALL BE REMOVED AT FREQUENCIES ADEQUATE TO
PREVENT THE MATURATION OF WEED SEEDS.
0. PLANTS:
1. INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND
APPROVAL OR REJECTION BY LANDSCAPE ARCHITECT AT PLACE OF
GROWTH ANO/OR THE PROJECT SITE AT ANY TIME BEFORE OR
DURING PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT
DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED
FROM THE SITE IMMEDIATELY.
2. CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR
VARIETY ANO SPECIES, SOUND, HEALTHY, VIGOROUS, FREE FROM
PLANT DISEASE, INSECT PESTS OR THEIR EGGS, AND SHALL HAVE
HEALTHY, NORMAL ROOT SYSTEMS, WELL FIWNG THEIR CONTAINERS,
BUT NOT TO THE POINT OF BEING ROOT BOUND.
E. PROTECTION: MAINTAIN AND PROTECT ALL PLANTS FROM SUN
DROUGHT, WIND, THEFT, RAIN ANO HEAT AT ALL TIMES BEFORE AND
DURING PLANTING OPERATION.
F. PLANTING REQUIREMENTS FOR TREES AND SHRUBS: PLANT MATERIALS
IN QUANTITIES ANO SIZES SPECIFIED SHALL, AFTER GRADING OPERA-
TIONS, BE SPOTTED APPROXIMATELY AS SHOWN ON THE LANDSCAPE
DRAWINGS AND ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT
BEFORE BEING REMOVED FROM CONTAINERS ANO EXCAVATING SOIL FOR
PLANTING.
G. SOIL PREPARATION:
LANDSCAP& AFICHITl!oCT 1918
JAMES R. IVERSEN
1415 MACKINNON AVE.
CARDIFF, CALIFORNIA 92007
t 6'19 l 942-'1742
BENCH MARK
3. SUBMIT ALL RECEIPTS AND RETAIN ALL EMPTY BAGS FOR ALL
AMENDMENTS FOR APPROVAL BY LANDSCAPE ARCHITECT.
H. PLANTING:
1. CONTAINER GROWN PLANTS TO BE PLANTED IN PLANT PITS (2) TIMES
WIDER THAN PLANT CONTAINER AND /l. DEPTH OF (1 1/2) TIMES THE
HEIGHT OF PLANT CONTAINER. 7B-eo-, PLANT CROWN TO BE
SLIGHTLY HIGHER THAN ITS NATURAL GROWING HEIGHT AFTER
SETTLEMENT.
2. PRUNE PLANTS AS DIRECTED BY LANDSCAPE ARCHITECT.
3. AU.. PLANTS SHALL BE WATERED IMMEDIATELY, BEFORE BACKFILLING
PLANTING PITS.
4. ALL AREAS RECEIVING PLANTS AND/OR HYDROSEEDING SHALL BE
MOIST TO A DEPTH OF 5·· AT TIME OF PLANTING
5. USE AGRIFORM, 20-10•5; 21 GRAM TABLETS PER MANUFACTURER'S
SPECIFICATIONS, WITH ALL SHRUBS AND TREES. 1 PER LINER OR 1
GALLON, 2 PER 5 GALLON, 3 PER 15 GALLON & 4 PER FOOT OF BOX
WIDTH
6. PROVIDE (1) "AGRIFORM' 20·10.5 FERTILIZER TABLET WITH EACH
FLATTED PLANT • 5 GRAM SIZE.
7. PLANT ALL PLANTS 5' MINIMUM FROM IRRIGATION HEADS (SLOPES
ONLY).
8. SCARIFY THE SIDES OF EACH ROOT BALL PRIOR TO PLANTING IF
CIRCULAR ROOT GROWTH IS EVIDENT.
9. PLANT QUANTITIES ON THE PLANT LIST ARE FOR THE CONTRACTOR'S
CONVENIENCE AND NOT GUARANTEED TO BE ACCURATE.
10 PLANT SYMBOLS TAKE PRECEDENCE OVER QUANTITIES SPECIFIED.
I. FIELD REPRESENTATIVE: ALL WORK SHALL BE AS DIRECTED BY
OWNER'S FIELD REPRESENTATIVE WHO SHALL BE APPOINTED PRIOR TO
THE COMMENCEMENT OF THE WORK.
J. MAINTENANCE:
1. MAINTENANCE PERIOD SI-W,J.. NOT BEGIN UNTIL ENTIRE INSTALLATION
IS ACCEPTED BY THE OWNER
2. MAINTENANCE SHALL BE FOR A PERIOD OF __ 4c__Oc___ DAYS.
3. ALL PLANTS AND PLANTING SHALL BE GUARANTEED FOR THE
FOLLOWING DURATIONS BEGINNING AT THE FIRST DAY OF THE
MAINTENANCE PERIOD:
TREES ANO SHRUBS -15 GAL. ANO LARGER . . . . . 90 DAYS
SHRUBS 5 GALLON AND SMALLER . . . . . . . . . . . . . 90 DAYS
GROUND COVER . , . . . . . . . . . . . . . . . . . . . . . . . 90 DA VS
LAWN . . . . . . . . . . . . . . . . . . . . . . . . . . . 90 DAYS
4. ALL DEAD, DAMAGED OR BROKEN PLANT MATERIAL, INCLUDING
SODDED AND SEEDED LAWNS AND GROUND COVER, SHALL BE
REPLACED AT lWO WEEK INTERVALS.
5. FERTILIZE WITH 2 LBS, ACTUAL NITROGEN PER 1000 so_ FT_
PERFORM LAST FERTILIZATION AT END OF MAINTENANCE PERIOD IN
THE PRESENCE OF THE LANDSCAPE ARCHITECT.
K. t-1L1L..? H'INb i
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~\e-?'f"'i"'IU>Vr-1.--t"f2..loJ<: TO [3, UL-->'.'... t:?1:'.'....-\vt?~ ,o ,;1,W.
DESCRIPTION: COUNTY OF SAN DIEGO ROAD SURVEY MONUMENT
LOCAnON;
APPROVED FOR PLANTING
AND IRRIGATION ONLY ' INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUILT"
P.E. __ _ EXP. ___ _ DATE
RE VIE\./ED BY,
INSPECTOR DATE
RECORDED:
£L£VAnON:
------------------·-l--;:occ, n:,,,-+-;;1N""rn,c--Acc-L-+-----------·---------+----+---+----+----" OWN BY:
DATE INlnAL. OAT[ !NlnAL PROJECT NO. DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPTION -·-CHKD BY: ---nTHcR A0 •ROVAL CITY APPROVAL RVl.'D BY• C ,T 8"1 ~ 15 '3b&-IL.
NOTE: THE GENERAL ANO SPECIAL CONDITIONS NOTED HEREIN ARE AN INTEGRAL
PART OF THE LANOBCAPE PLANS AND MUST Bfi, CAR.EFULL Y CONSIDERED
IN CONNECTION HEREWtTH.
I. PURPOSE OF THI; SPECIFICATIONS
IT IS THE INTENT OF THESE SPECIFICATIONS THAT:
A. THE WORK OF ASSEMBLING AND INSTALLING THE SPRINKLER SYSTEMS
WILL BE ACHIEVED IN AN EFFICIENT AND SATISFACTORY MANNER
ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS ESTABLISHED
FOR SPRINKLER INSTALLATION ANO OPERATION.
B. THAT THE FINISHED SYSTEMS SHALL BE COMPLETE IN EVERY RESPECT
ANO SHALL BE LEFT READY FOR THE OPERATION TO THE SATISFACTION
OF THE OWNER ACCORDINGLY, THE REQUIREMENTS OF THESE
SPECIFICATIONS ARE A PART OF THE SPRINKLER SYSTEM CONTRACT.
II. SCOPE OF WORK
A. THE WORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST OF THE
FURNISHING OF ALL LABOR, TOOLS, MATERIALS, PERMITS, APPLIANCES,
TAXES AND ALL OTHER COSTS, FORESEEABLE AND UNFORESEEABLE AT
THE TIME OF CONTRACTING, NECESSARY AND APPROPRIATE FOR THE
INSTALLATION OF A SPRINKLER SYSTEM AS HEREIN SPECIFl~D AND
SHOWN ON THE ACCOMPANYING DRAWINGS, DATED '5, 10 ·"1'5 .
B NO DEVIATION FROM THESE SPECIFICATIONS, OR FROM THE AGREEMENT,
OR FROM THE GENERAL CONDITIONS IS AUTHORIZED AND NO SUCH
DEVIATION SHALL BE MADE, UNLESS THE WRITTEN AUTHORIZATION
THEREFORE, SIGNED BY THE OWNER OR HIS DULY APPOINTED
REPRESENTATIVE, HAS BEEN OBTAINED IN ADVANCE.
Ill. GENERAL CONDITIONS
A. EXECUTION, CORRELATION ANO INTENT OF DOCUMENTS: THE
CONTRACTOR SHALL ABIDE BY, ANO COMPLY WITH, THE TRUE INTENT
AND MEANING OF THE DRAWINGS ANO SPECIFICATIONS TAKEN AS A
WHOLE AND SHALL NOT AVAIL HIMSELF TO THE DETRIMENT OF THE
WORK OF ANY MANIFEST ERROR OR OMISSION SHOULD ANY EXIST.
FIGURES, DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE
OVER MEASUREMENTS BY SCALE, AND DETAILED DRAWINGS FURNISHED
SHALL TAKE PRECEDENCE OVER GENERAL DRAWINGS SO FURNISHED.
B. SURVEYS, PERMITS AND REGULATIONS: THE OWNER SHALL FURNISH ALL
SURVEYS UNLESS OTHERWISE SPECIFIED. PERMITS AND LICENSES
NECESSARY FOR THE EXECUTION OF THE WORK INCLUDING, BUT NOT
LIMITED TO, BUILDING PERMITS FROM THE CITY OR COUNTY BUILDING
DEPARTMENT AUTHORIZED TO PERMIT THE WORK, SHALL BE SECURED
AND PAID FOR BY THE CONTRACTOR.
C. DRAWINGS ANO VERIFICATION OF DIMENSIONS:
1. ALL IRRIGATION SHALL BE IN ACCORDANCE WITH PLANS ANO
SPECIFICATIONS.
2. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS
INDICATED ON THE PLOT PLAN, THE CONTRACTOR SHALL
ACKNOWLEDGE THAT HE HAS VERIFIED ALL DIMENSIONS AND SHALL
INDICATE ALL DISCREPANCIES IN PLOT PLAN, IF ANY. ANY INDICATED
DISCREPANCIES WILL BE CHECKED IMMEDIATELY BY THE OWNER BY
FIELD MEASUREMENTS AND IF ANY DISCREPANCY BE FOUND, THE
OWNER WILL AUTHORIZE, IN WRITING, ALL NECESSARY ADDITIONS OR
DELETIONS, IF ANY.
3. IF THE CONTRACTOR SHOULD FAIL TO NOTIFY THE OWNER, HE SHALL,
IN ALL EVENTS, SUPPLY ALL ITEMS INDICATED BY THE PLOT PLAN
WITHOUT RIGHT TO COMPENSATION FOR ANY NECESSARY ADDITIONS.
D. SPACING OF SPRINKLER HEADS AND LOCATIONS OF VALVES AND VACUUM
BREAKERS SHALL BE AS INDICATED dN THE DRAWINGS WITH
CONSIDERATION BEING GIVEN TO PREVAILING WINO CONDITIONS. PLANS
ARE DIAGRAMMATIC AND APPROXIMATE. ALL VALVES AND BACKFLOW
DEVICES SHALL BE LOCATED IN PLANTING AREAS (LOCATE IN SHRUB
AREAS WHEN POSSIBLE). ALL PIPING SHALL BE LOCATED ALONG EDGES
OF PLANTING AREAS EXCEPT WHERE INFEASABLE TO DO.
E. CHANGES: THE OWNER AND CONTRACTOR HEREBY AGREE THAT THE
OWNER OR HIS REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE
MINOR CHANGES TO THE IRRIGATION SYSTEMS AND THEIR LOCATIONS
WITHOUT ADDITIONAL COST TO THE OWNER.
F. EXISTING CONDITIONS: PRIOR TO SUBMISSION OF HIS 810, CONTRACTOR
SHALL EXAMINE THE SITE AND SATISFY HIMSELF AS TO THE CONDITIONS
THEREOF.
-0. SITE CONFERENCE: PRIOR TO COMMENCING WORK ON THE PROJECT,
THE CONTRACTOR SHALL ARRANGE AN ON SITE CONFERENCE WITH THE
OWNER, AND AT THIS TIME THE CONTRACTOR SHALL LAY OUT THE
SYSTEM FOR APPROVAL.
H. CODES: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO LOCAL
BUILDING AND PLUMBING CODES HAVING JURISDICTION.
I. QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT GUARANTEED AND
ARE FOR CONTRACTOR'S CONVENIENCE ONLY.
J. PROTECTION OF WORK AND PROPERTY: THE CONTRACTOR SHALL BE
LIABLE FOR AND SHALL TAKE THE FOLLOWING ACTIONS, AS THEY MAY
BE REQUIRED, WITH REGARD TO DAMAGE TO ANY OF THE OWNER'S
PROPERTY.
1. ANY EXISTING BUILDINGS, EQUIPMENT, PIPING, PIPE COVERING,
ELECTRICAL SYSTEMS, SEWERS, SIDEWALKS, GROUND, ROADS,
LANDSCAPING OR STRUCTURE OF ANY KIND DAMAGED (INCLUDING
WITHOUT LIMITATION, DAMAGE FROM LEAKS IN THE PIPING SYSTEMS
BEING INSTALLED OR HAVING BEEN INSTALLED BY CONTRACTOR) BY
THE CONTRACTOR, OR HIS AGENTS, EMPLOYEES, OR
SUBCONTRACTORS DURING THE COURSE OF HIS WORK, WHETHER
THROUGH NEGLIGENCE OR OTHERWISE, SHALL BE REPLACED OR
REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE IN A MANNER
SATISFACTORY TO THE OWNER, WHICH REPAIR OR REPLACEMENT
SHALL BE A CONDITION PRECEDENT TO OWNER'S OBLIGATION TO
MAKE FINAL PAYMENT UNDER THE CONTRACT.
IV.
2. CONTRACTOR QHALL ALSO BE RESPONSIBLE FOR DAMAQEQ TO ANY
WORK COVERED BV THESE SPECIFICATIONS BEFORE FINAL
ACCEPTANCE OF THE WORK. HE SHALL SECURELY COVER ALL
OPENINGS INTO THE SYSTEMS AND COVER ALL APPARATUS,
EQUIPMENT AND APPLIANCES, BOTH BEFORE AND AFTER BEINQ SET
IN PLACE TO PREVENT OBSTRUCTIONS IN THE PIPES AND THE
BREAKAGE, MISUSE OR DISFIGUREMENT OF THE APPARATUS,
EQUIPMENT OR APPLIANCE.
3. CONTRACTOR SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS
PROVIDED BY LAW AND CONTRACT DOCUMENT-
K ACCESS TO AND INSPECTION, TESTING AND APPROVAL OF WORK:
1. CLOSING IN UN INSPECTED WORK; CONTRACTOR SHALL NOT CAUSE OR
ALLOW ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT
HAS BEEN INSPECTED, TESTED ANO APPROVED BY THE OWNER.
SHOULD ANY OF HIS WORK BE ENCLOSED OR COVERED BEFORE SUCH
INSPECTION AND TEST, HE SHALL UNCOVER THE WORK AT HIS OWN
EXPENSE IN ORDER TO AFFORD THE NECESSARY INSPECTION BY THE
OWNER.
2_ REINSPECTION OR TESTING OF WORK UNAPPROVED OR WORK FAILING
INITIAL TESTING OR INSPECTION: WORK WHICH FAILS INITIAL
INSPECTION OR TESTING SHALL BE REINSPECTED OR RETESTED.
CONTRACTOR WILL PAY FOR ANY ADDITIONAL TRIPS. FOR
REINSPECTION OR RETESTING AT THE RATE OF $75:00 PER HOUR OF
THE OWNER'S (OR HIS AUTHORIZED REPRESENTATIVE'S) TIME ON THE
JOB, PLUS EXPENSES. AMOUNTS OWED BY CONTRACTOR HEREUNDER
MAY BE DEDUCTED BY THE OWNER FROM THE PROGRESS PAYMENTS
DUE THE CONTRACTOR NEXT FOLLOWING THE DATE OF FAILURE OF
INSPECTION OR TESTING BASED UPON THE OWNER'S REASONABLE
ESTIMATE OF THE TIME REQUIRED FOR REINSPECTION OR RETESTING.
L SUPERINTENDENCE -SUPERVISION: THE CONTRACTOR SHALL KEEP ON
HIS WORK, DURING ITS PROGRESS, A COMPETENT SUPERINTENDENT AND
ANY NECESSARY ASSISTANTS, ALL SATISFACTORY TO THE OWNER. THE
SUPERINTENDENT SHALL REPRESENT THE CONTRACTOR IN HIS ABSENCE
AND ALL DIRECTION GIVEN HIM SHALL BE AS BINDING AS IF GIVEN TO
THE CONTRACTOR. HE SHALL BE FAMILIAR WITH ALL CONTRACT
DOCUMENTS, PLANS, SPECIFICATIONS AND DETAILS AND SHALL HAVE A
COMPLETE SET OF PLANS ON THE JOB AT ALL TIMES.
SPECIAL CONDITIONS
A. IRRIGATION SYSTEM:
1. THE IRRIGATION SYSTEMS SHALL INCLUDE ALL MATERIALS AND THEIR
INSTALLATION IN ACCORDANCE WITH PLANS AND SPECIFICATIONS
PREPARED BY THE OWNER.
2. ALL PRESSURE LINES, NON-PRESSURE LINES, VALVES ANO
MISCELLANEOUS SPRINKLER HEADS SHALL BE MANUFACTURED,
SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE
SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED IRRIGATION
PLANS AND SPECIFICATIONS.
3. SUBSTITUTION OF MATERIALS: SIZES OR MANUFACTURERS WILL NOT
BE ALLOWED UNLESS THE OWNER AND CITY MANAGER AGREE TO ANY
PROPOSED CHANGES IN WRITING.
B. CLEAN UP:
1. KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT,
MATERIALS ANO RUBBISH INCIDENTAL TO WORK OF THIS SECTION.
2. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE
HIS MATERIAL, EQUIPMENT AND WASTE TO THE SATISFACTION OF THE
OWNER.
C. RESPONSIBILITY:
1. PROTECT WORK OF THIS SECTION AND WORK OF OTHERS Al ALL
TIMES IN PERFORMANCE OF WORK OF THIS SECTION.
2. PROTECT ALL MATERIALS FROM THEFT, ALL CONTROLLERS FROM
WEATHER, UNTIL END OF MAINTENANCE PERIOD.
3_ CAREFULLY NOTE ALL ESTABLISHED GRADES BEFORE COMMENCING
WORK. RESTORE ANY ESTABLISHED GRADE CHANGED DURING
COURSE OF THIS WORK TO ORIGINAL CONTOURS.
D. MATERIALS
1. GENERAL: MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO THE
FOLLOWING ITEMS: ALL PRESSURE SUPPLY LINES, NON-PRESSURE
LINES, VARIOUS TYPES OF VALVES, CONTROLLERS, BACK-FLOW
PREVENTION UNITS, HOSE BIBBS, AND ALL TYPES OF SPRINKLER
HEADS. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF
DOMESTIC MANUFACTURE AND CONFORM TO PERFORMANCE
STANDARDS AND/OR DATA HEREIN, ANO AS SHOWN IN LEGEND ON
DRAWINGS, INSTALLED IN STRICT ACCORDANCE WITH CONSTRUCTION
DETAILS.
2. PIPE LINES (REFER TO DRAWINGS)_
3. PIPE: EXTRUDED FROM 100"/4 VIRGIN POLYVINYL CHLORIDE PVC, TYPE
1, GRADE 11, CLASS 1120 MATERIAL.
ALL PLASTIC PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY
MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S
NAME, NOMINAL PIPE SIZE, PVC 1120 AND PRESSURE RATINt, IN P.S.I.
MANUFACTURER SHALL MARK DATE OF EXTRUSION ON PIPE. DATING
TO BE PERFORMED IN CONJUNCTION WITH RECORDS HELD BY
MANUFACTURER COVERING QUALITY CONTROL TESTS, RAW MATERIAL
BATCH NUMBER, AND OTHER INFORMATION DEEMED NECESSARY BY
MANUFACTURER.
ALL SOLVENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER
OF PIPE FITTING AND AS APPROVED. USE NO SOLVENT FROM CANS
WHICH HAVE BEEN OPENED OVERNIGHT.
4. FITTINGS:
PLASTIC FITTING: PVC, TYPE I, IPS SCHEDULE 40, NSJ APPROVED ON
ALL PRESSURE LINES.
• . ,
PVC, TYPE I, IPS 8CHEDl,JLE 40 NSF APPROVED ON ALL NON-
PRESSURE LINES.
COUPLINGS: SHALL BE MADE FROM EXTRUDED STOCK. REAMED WITH
A TAPER.
All PLASTIC FITTINGS: A MOLDED FITTING.
5. GALVANIZED PIPE:
GALVANIZED PIPE (S_ TEELySHALL BE.·SQ'I. EOULE 40 GALVANIZED STEEL
PIPE ASTM Al20~1T TljRE-9,()EO, C-01)f>!,-ED AND HOT DIP GALVAN1ZED
STEEL W/150 POJJND$'; {µ(LVANl:1:1;'0 .MALLEABLE IRON FITTJ,NGS, ANO
GALVANIZED STEE,LCOt)PUNGS, ,plP£_SlZE NOMINAL INSIO,E DIAMETER
UNLESS OTHERWISE-NOTED OR INDICATED.
STREET ELBOWS MAY BE INSTALLED ONLY AS A PART OF THE
ADJUSTABLE RISER ASSEMBLY UNDER ROTOR POP-UP SPRINKLER, OR
WHERE SHOWN ON PLANS.
6. ASBESTOS CEMENT PIPE: 'L~'.•. ,
ALL ASBESTOS CEMENT PIPE SHALL BE AUTOCLAVE CURED AND
SHALL £0NT,A1N NOT ,.MOR.E TljAN ONE., PERCENT UNCOMBl('IED
cALC)t:JM H'l'OROXtDE ,sHAL.L BE IN A_DCOROANCE WITH TttE APP.EN DIX
TO l'HE AMERICAN WATER WORKS ASSOCIATION STANDARD. /
7. ALL SPRINKLER HEADS: ALL SPRINKLER HEADS SHALL BE OF TYPE
AND MODEL AS INDICATED IN THE LEGEND ANO SHALL BE INSTALLED
AS INDICATED ON DETAILED DRAWINGS_
8. GATE VALVES: GATE VALVES 2" IN SIZE AND SMALLER SHALL BE
SCREWED, 150 LBS. W.O.G., WITH HANDWHEEL FOR
OPERA flON. EACH GATE VALVE SHALL BE HOUSED IN A BOX AS
NOTED ON PLANS. ~EE LE0CNI:> FO~ TYi-'E-~ MOPl!L.
9. REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER SHALL BE
PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS. VALVES
SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE
AS INDICATED ON PLANS.
10. ALL DIRECT BURIAL CONTROL WIRE SHALL BE 600V. SINGLE
CONDUCTOR SOLID COPPER, U.F., U.L APPROVED 14 GA. MINIMUM
PILOT WIRE, PER VALVE MANUFACTURER'S RECOMMENDATIONS, 12 GA.
MINIMUM FOR COMMON GROUND RETURN WIRE-
E. SITE CONDITIONS:
1. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR
EXISTING UTILITIES SH9WN ON DRAWINGS. CONTRACTOR SHALL BE
RESPONSIBLE FOR DAMAGES TO UTILITIES WHICH ARE CAUSED BY HIS
OPERATIONS OR NEGLECT.
2. COORDINATE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING
PIPE, SO THERE SHALL BE NO INTERFERENCE EXISTING WHICH WOULD
HINDER PLANTING, INSTALLATION OF UTILITIES AND OTHER CONSTRUC-
TION.
F. PHYSICAL LAYOUT:
1. PRIOR TO INSTALLATION, CONTRACTOR SHALL STAKE OUT ALL
PRESSURE SUPPLY LINES, ROUTING AND LOCATIONS OF SPRINKLER
HEADS.
2 .. ALL LAYOUTS SHALL BE APPROVED [£•,/t"
INSTALLATION ' -
,.
' ' .. -<'. PRIOR TO
3. ALL SPRINKLER HEADS SHALL BE SET AT A FINISH HEIGHT TO
ACCOMMODATE AND CONSIDER GROWTH OF ADJACENT PLANT
MATERIALS. HEADS SHALL NOT BE LOCATED BEHIND ANY PLANT
MATERIAL SO THAT FUTURE GROWTH WOULD IMPAIR THE
EFFECTIVENESS OF THAT HEAD. THE OWNER'S REPRESENTATIVE
SHALL BE NOTIFIED OF ALL CONFLICTS BEFORE INSTALLATION.
G. WATER SUPPLY:
1. CONNECT SPRINKLER IRRIGATION SYSTEM TO OUTLETS AS INDICATED
ON DRAWING$_
2. CONNECTION SHALL BE MADE AT APPROXIMATE LOCATIONS SHOWN
ON DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR MINOR CHANGES
CAUSED BY ACTUAL SITE CONDITION.
3. WATER SUPPLY SHALL BE CLEAN, FREE OF SUSPENDED PARTICLES,
ALGAE, OR CHEMICALS THAT MAY FORM INSOLUBLE PRECIPITATES IN
THE EQUIPMENT OR MAY BE DETRIMENTAL TO PLANTINGS.
H. ASSEMBLIES:
1. ROUTING OF PRESSURE SUPPLY LINES AND LATERALS, AS INDICATED
ON DRAWINGS, IS DIAGRAMMATIC. INSTALL LINES AND VARIOUS
ASSEMBLIES IN SUCH A MANNER AS TO CONFORM WITH PLANS AND
DETAILS. •
2. INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH
RESPECTIVE DETAIL IN ABSENCE OF DETAIL DRAWINGS OR
SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS REQUIRED TO
COMPLETE WORK, PERFORM SUCH WORK IN ACCORDANCE WITH BEST
STANDARD PRACTICE WITH PRIOR APPROVAL OF OWNER
I. LINE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM OF SIX (6) INCHES
CLEARANCE FROM EACH OTHER, AND FROM LINES OF OTHER ffiADES.
PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE
ANOTHER.
J, TRENCHING: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CON-
TINUOUSLY ON BOTTOM OF DITCH. LAY PIPE TO AN EVEN GRADE.
TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON
DRAWINGS AND DETAILS. DEPTH OF PIPE PER PLANS.
K. TRENCH WIDTH: TRENCHES FOR IRRIGATION PRESSURE LINES SHALL BE
EXCAVATED WIDE ENOUGH TO ALLOW A MINIMUM OF FOUR INCHES
BETWEEN PARALLEL PIPE LINES AND EIGHT INCHES FROM LINES OF
OTHER TRADES. LINES SHALL NOT BE INSTALLED PARALLEL AND
DIRECTLY OVER ONE ANOTHER. MAINTAIN THREE INCHES VERTICAL
CLEARANCE BETWEEN CROSSING IRRIGATION LINES; MINIMUM
TRANSVERSE ANGLE IS 45 DEGREES.
1,.ANDl!ICAPI! ARCHITECT 1818 BENCH MARK
L. SLEEVING: ~ •·"! .. <. ,:::t.-2/--t :,.:-.,,;-F ,_, v-1( c-' \/r-1-1;<\: r· ... ,-,..., --,.~ , ----~· ~ -i.--i'-~:·
'..-/ ·f: ;..;:-'_:_·~·_.,L~I \..---i \k '.· -~-·.,,
1. ALL PIPE AND WIRE UNDER VEHICULAR PAVING SHALL BE INSTALLED
IN PVC SCHEDULE 40 SLEEVES .. SLEEVES SHALL BE AT LEAST TWICE
THE DIAMETER OF THE PIPE OR WIRE BUNDLES TO .BE ENCLOSED,
WITH A MINIMUM OF TWO INCH SIZE /-,• ... ',: ' :' ··,'/' " ~.'·.
.·''·_ :·· ~ '/' -~> <"'_.:_ rYl---·/:···1•·",f:'":,_ 1 ;:-.··:::..·_:,, f')'>·-··t .,__:: ,_,.--
2. SLEEVING SHALL BE MARKED AT EACH END AT THE TIME Of
INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE
CURB OR OTHER SIMILAR MARKING
M. MARKING TAPE: METALLIC BACKED LOCATING TAPE SHALL BE
INSTALLED ALONG THE ENTIRE LENGTH OF THE SLEEVE, 12 ·INCHES
DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED "IRRIGATION"
IN TWO INCH CAPITAL LETTERS EVERY THREE FEET ALONG THE TAPE.
N. BACKFILLING: COMPACT BACKFILL FOR TRENCHING TO DRY DENSITY
EQUAL TO ADJACENT UNDISTURBED SOIL AND CONFORM TO ADJACENT
GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULAR!•
TIES. PLACE INITIAL BACKFILL ON ALL NON-PRESSURE LINES OF A FINE
GRANULAR MATERIAL, NO FOREIGN MATTER LARGER THAN 1/2" IN SIZE
WILL BE PERMITTED.
0. TESTING:
1. NO TESTING SHALL TAKE PLACE, NOR SHALL ANY WATER BE
ALLOWED INTO ANY SYSTEM, BEFORE THE SOLVENT MANUFACTURER'S
RECOMMENDED CURING TIME HAS ELAPSED.
2. TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE OF 125
LBS. PEA SO. IN. ANO TEST ALL NON-PRESSURE LINES UNDER
EXISTING STATIC PRESSURE TO PROVE BOTH WATER TIGHT.
3. SUSTAIN PRESSURES IN LINES FOR NOT LESS THAN FOUR HOURS. IF
LEAKS DEVELOP, REPLACE JOINTS AND REPEAT TEST UNTIL ENTIRE
SYSTEM IS PROVEN WATER TIGHT.
4. TESTS SHALL BE OBSERVED AND APPAOVEDe-f c -CC(', ."'•l'ic:;:c<pRIOR TO
BACKFILL .
5. UPON COMPLETION OF EACH PHASE OF WORK. ENTIRE SYSTEM SHALL
BE TESTED AND ADJUSTED TO ,MEET SITE REQUIREMENTS.
6. THE ABOVE TESTING SHALL BE COMPLETED AND APPROVED PRIOR TO
PLANTING OF ALL PLANTS EXCEPT SPECIMEN TREES.
7_ HEADS IN PLANTING AREAS SHALL BE ADJUSTED FOR COVERAGE AND
HEIGHT AS DIRECTED BY THE LANDSCAPE ARCHITECT
P. INSPECTION OF WORK: INSTALLATION AND OPERATIONS MUST BE
APPROVED BY ARCHITECT AS SPECIFIED UNDER GENERAL CONDITIONS.
FINAL INSPECTION WILL BE MADE AT THE CONCLUSION OF THE
LANDSCAPE MAINTENANCE PERIOD.
Q. COVERAGE TEST: WHEN THE SPRINKLER SYSTEM IS COMPLETED THE
CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF
c:'f•;", 'VfclC<.TO DETERMINE IF THE COVERAGE IS COMPLETE AND
ADEQUATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT
INADEQUACIES OF COVERAGE ONLY WHERE DRAWING AND DIRECTION BY
OWNER HAVE NOT BEEN FOLLOWED.
R. ADJUSTING OF SYSTEM:
1. ADJUST VALVES, AND ALIGNMENT AND COVERAGE OF ALL SPRINKLER
HEADS.
2 IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION
EQUIPMENT WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE,
CONTRACTOR SHALL MAKE ALL NECESSARY ADJUSTMENTS PRIOR TO
FINALIZING PROJECT.
3. ALL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTION OF THE
OWNER.
S. GUARANTEE:
1 THE WORK INCLUDED ON THESE PLANS SHALL BE GUARANTEED
AGAINST ALL DEFECTS AND MALFUNCTION OF WORKMANSHIP AND
MATERIALS FOR A PERIOD OF ONE YEAR FROM THE D1tTE OF FINAL
ACCEPTANCE BY THE OWNER. SHOULD ANY TROUBLE DEVELOP
WITHIN THE TIME SPECIFIED ABOVE, ALL NECESSARY REPAIRS AND/OR
REPLACEMENTS SHALL BE MADE BY THE CONTRACTOR, IN AN
EXPEDIENT MANNER, AT NO ADDITIONAL COST TO THE OWNER. THE
OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT
RELIEVING THE CONTRACTOR'S GUARANTEE OBLIGATIONS.
2. IN THE EVENT THE CONTRACTOR DOES NOT RESPOND TO THE
OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE
WITHIN A PERIOD OF 48 HOURS, THE OWNER MAY MAKE SUCH
REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE OF THE
CONTRACTOR.
3_ ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING
THE GUARANTEE PERIOD SHALL BE REPAIRED BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE OWNER, INCLUDING A COMPLETE
RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER
IMPROVEMENTS OF ANY KIND.
4 THE CONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESENTATIVE
AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION OF ALL
SYSTEMS. '
5. THE CONTRACTOR SHALL FURNISH THE OWNER WITH THE FOLLOWING
MATERIALS UPON COMPLETION OF THE WORK:
1 MANUAL VALVE KEY PER EACH ANGLE CONTROL VALVE.
2 CONTROLLER KEYS PER EACH CONTROLLER.
1 SET OF "AS-BUILT" DRAWINGS SHALL INCLUDE LOCATIONS OF All
MAINS, VALVES, SOURCE OF ELECTRICAL POWER FOR CONTROLLER
CLOCK, CONTROL WIRE SLEEVES, AND BELOW GRADE HEADS HAVING
A RADIUS OF 30'--0"+. LOCATE BY DIMENSIONING FROM TWO (2) FIXED
POINTS, ON REPRODUCIBLE MATERIAL .
1 PLASTIC SEALED DIAGRAMMATIC PLAN OF SYSTEM IDENTIFYING
STATION NUMBERS AND AREA THEY WATER. MOUNT A PLAN INSIDE
EACH CONTROLLER.
4 QUICK COUPLER KEYS & HOSE SWIVELS.
4 VALVE BOX LID KEYS. --,
11 AS BLJ IL T 11
EXP. ___ _
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS. flEVIE\JED BY,
~----+---+-----------~---------------t--··-.,., ... ,.-+-----·----I
... --·---,··••,,, -----·······-,. ··-·······-··---·-·--···--+----1
.,. -·--·-·-·"-·-,.,.,-•-·•-t--------tl
DATE
JAMES R. IVERSEN DESCRIPTION: COUNTY OF SAN DIEGO ROAD SURVEY MONUMENT ---····-···•·-"---f---••---+------_.,
1415 MACKINNON AVE.
CARDIFF, CALIFORNIA 92007
t 619 l 942-~742
LOCATION:
RECORDED:
E:LEVATJON:
---·-·------------------
1-----+----+----------·-------·~--.. ·~-----······ -----. APPROVE~ £4P _ ·----.... -.... _-=-=---=l-lY~ ?K__ I -----+---+-~--·-_-::::::_-_-_-_-_ -_ -_ -_ -_ -_ -__ -... -._-_ -. .·.-_-_-_ -_ -_-::::=::=: ·------t--. ----•--.. -+-_ ___., ~/'~·::,:;:s';;~l5>~,,.....==INT:::'::::::::;t"'\.-,'-N:;-';::=::::::N::1;:it:::e::::q=R=· =ff=,~"J :::o::::f<...:;=;:::=' =D=A TE=-=~
DATE INITIAi -DATF INITIAL --□•11:-· ---t-,-N-ITI-AL-DWN BY: -·--PROJECT NO. DRAWING_ N0l
-----i----t--------------.... ,, ··-----·---··"·· j-------------,-+--------ti
. . -----+----I
EN-G-,N-E--ER~O,-WO-R-tK REVISION DESCRIPTION ----~---I CHKD BY: _,.____ c. T ; "' 1 ~ -:2,, _
!HH[R f,UPR(1VAL CITY APPR01/Al, RV\./D BY1 ·--, • (,.) I --:-) -./1..£)(.JJ-: ,......... -----·
c: H.w,o. J!'JB ... 10 9'3-C 4?J
(9
NOTE:
.----.,;.•PRES$URE REGULATOR .
~(!·MJ>-.IOP ?c,p<S,t,
,----'Y' STRAINER •
MOVE HANDLES ~CEO PRESSURE
& DELIVER TO OWNER . BACKFLOW PRfNENTER
---,-----,ol'-1, NOTE: l ALL PIPING TO
4• MIN. THK.
X 18" WIDE
CONC. FTG.
(FIN. TOP)
I •
I'"":"::>
N "ff ~ I NsT ?L-✓ r:3 /~I<:'.. ~ N P ~Nr:?NTI?k' P'S pe-l2. e, N, v--1, c. '.3fic? ,:;N&, ?-N, 2-0
BEUNESIZE
ABOVE
FIN. GR • r "IIIN
OMPACT SUBGRADE
IIIIH.
RE UCED
'· WI PRESSURE REDUCING VALVEN.T.S.-
•=a""i" 6:=1 rl I AT EDGE OF !'AVINO OR WAU.
l -I .--:!:-----,.--'------ll>OP•-UP HEAD PER LEGEND . l I .?------1·• IN TURF AREAS, 2• IN I : . GROUND COVER AREAS
&-----1----,FINISH GRADE
1---'--PVC SCH. 80 LENO'Tlf AS
REQUIRED
---PVC STTIEET ELLS (2 REOUIRED)
.,---1----.ANTI·DRAIN VALVE PER LEGEND
'N WHEN REQUIRED
..----PVC SCH, 80 NIPPLE(S) LENGni
AS REOUIREO
1----PVC LATERAL LINE FITTING
'"--...::t~lJ:.......:.J,◄(f--PVC LATERAL LINE PER LEGEND
POP-UP HEAD
N.T.S.
~ ♦ OIAMETEf! r-FINISH GRADE
f .OF ~I_P~ j -✓
, -
.._..,..,,,l-·.,·_· · ............. ...,.~-NON-PRESSURE lATEfW.. LINE mi
.,r---:;;;;f~-:_,,•".::~-.~---...----TRACER WIRE
...ih!rl!l~--CONTROLLER WIRE
·;• )==~: '::, ;_.~-~~,~--PRESSURE MAINLINE
TYP.
1. PflESSURE MAINLINE: 18" BELOW FINISH GRADE ANO 24" BEi.OW PAVED
AREAS
2.. LATERAL LINES: 12" BELOW FINISH GRADE AND 18" BELOW PAVED AREAS
IN SCHEDULE 40 PVC SLEEVES -
3. CONTROL WIRING: TO THE SIDE OF PRESSURE MAINLINE ANO 24-BELOW
PAVED AREAS IN SCH!:DULE 40 PVC SLEEVES.
PIPE TRENCHING DETAIL •
NOTTO SCALE
REMOTE CONTROL--,------..
VALVE {RCV) W/UNION ---;..._COV.ER MARKED .
"ACV" ..
·:.
PLASTIC VALVE80X---,-,--,
(10"x19" NOM.)
FINISH GRADE
CONTROL WIRES Wl
4' MIN LONG
EXPANSION LOOPS
(BUNDLE)
........ -. FLUSH IN LAWN; 2" IN . . ..
.· ~ROUNDCO\IER
io--2• MAXJ.~• MIN
,---'----If!'---MALE ADAPTER
; .,
...__,PVC LATERAL
. SET VALVE BOX
ON BRICK OR
REOWOOD
MIN, 2 CU. FT.
PEA GRAVEL SWMP
REMOTE CONTROL VALVE. SPRAY AREAS
f/1 ~ a:
<(
z w ... a
z
• <O
C z w
~
w w "'
N.TS.
/
______ SHRUB HEAD PER LEGEND
.-----PVC SCH. 80 NIPPLE
0--.-,-1 .-------ANTI-DRAIN VALVE PER LEGEND
WHEN REQUIRED
1-------.t• AT EDGE OF PAVING OR WALL
lt-------1PVC SCH. 80 NIPPLE LENGTH
'AS REQUIRED
.,.{~---FINISH GRADE
,-----PVC STREET ELLS (2 REOVIRED)
---PVC LATERAL LINE FITTING
VC LATERAL LINE
(9 SHRUB SPRAY HEAD
N.T,S,
WALL----------tt r-1,i:-·AUTOMATIC CONTROLLER
(PAINTTO MATCH WALL}
3,'4" PLYWOOD PLATE-----f--,NI •
,SECURE MOUNTING PLATE [ll>(t-f-SHUT OFF SWITCH
·TO WALL W/MIN. OF ·
le) 1/4• DIA. ANCHOR BOLTS
OREOUAL
PAINT & SEAL EDGES
HOM, DIA. GALV.
STEEL PIPE SUPPORT
(PAINT TO MATCH WAU.)
PROVIDE 3/4" Et.EC. OUTt.ET. __ ...,-4" MIN. PUU BOX
(PAINT) TO POWER CONNECTION
OR W.P. OUTLET,;;;;.;.;,._ __ ...,._,,.. __ .._-t
CONTROL WIRES -......_ 1
(BUNDLE & TAPE . :I'
@ 10' INTERV'ALS)
SIDE VIEW
FINISH GRADE
1 • NOM. DIA x 90°
SWEEP PVC ELEC.
CONDUIT ELL FOR
CONTROL WIRES
OUTSIDE WALL MOU-NT CONTROLLER
N,T.S,
.• ' NOTE: AU; PVC THREADED
. PIPE CONNECTIONS t() BE '
. · _ . COATED WITH "RECTOR ·. -.
· SEAL" T.Ptufii·
.· TW~ OR EOUAL •··
,,.,-----.;.;..,-'---..rlNISH GRADE IN TURF AREAS
r--------lH LAWN AREAS INSTALL OUICK
COUPLER IN ROUND PLASnc
VALVE BOX BROOKS, AMETEK Ofl
EQUAL WITH LOCKING COVER
Mf-RKEO "QUICK COIJPLER" (O.C.)
r---tt---~-OUICK COUPLER PER LEGEND
INSTAU IN GROUND COVER AREA
WHENEVER POSSIBLE. OMIT VALVE
BOX
• .. -
+-+--1 CU FT PEA GRAVEL AT BASE.
OF VALVE BOX TURF AREAS ONLY
--------------PVC STREET EU
.__ ______________ PVC MAINLINE FITTING
__________________ J>Vc MAINLINE
(9 QUICK COUPLER
N.T.S.
-----"----------1" IN TURF AREAS
2" IN GROUND COVER AREAS
,-------ROUND PLASTIC VALVE BOX
/
. .BROOKS AMETEK OR EQUAL WITH
LOCKING COVER MARKED
"IRRJOATION RA! I • (BV)
~,r.;",-,...----rt======.=~ FINISH GRADE
• Cl) ...
BALL VALVE • N.T,S,
fel!Z:pL.•ZE'f :p--i!!!>kt:5:'.f0 1~f?>l2-½1.
· I <¥-1----I T~ -1--1 ~~
. I'?· ?!t,...J_ --7.. ~ ~I .q~
·I~~ _ _, 1~ -Z-1 ~
"' .:,
SHRUB PLANTING
'!!!1--12" DIA. PVC PIPE EXTENSION
LENGTH AS REQUIRED
HANDLE IS IN VERTICAL
"OFF"POSITION,VALVEIS
SHUT COMPLEn!L Y OFF
BALL VALVE PER LEGEND
PVC MAINLINE PER LEGEND
t, ..... J·r ·r· '"<-°-.,. .• / ~ :' ~,ou,L~ '-.i~::, -~
;i ', SIGNHUJ. /Sit , I;;,:\ 4-/0-~ ,/fl\ iit)i-;~A !L-~y
\ • 1 iil\i~ ~~
-
-~~-~
DATE INITIAL
-
CONTROLLER
2 • X,8
CM . .. . . .
VALVE COMMON
TO VALVES
INSTALL COUECTION CUP IN A 'CLEAR SPACE'
WHERE IT IS EXPOSED TO UNOBSTRUCTED RAJNFAU
AND CLEAR OF IRRIGATION SPRAY.
CUP
DISCONNECT VALVE COMMON FROM CONTROi.LEA AND
CONNECT TO GflEEN WIRE ON CUP •
CONNECT YELLOW WIRE ON CUP TO THE VALVE COMMON
POST OH CONTROUER.
CONNECT RED WIRE FROM CUP TO 24-30 VOLT AC
POWER SOURCE POST ON CONTROLLER. THIS IS
· USUAUY LABELED 'MASTER VALVE', 'PUMP START,
OR '24 VAC',
TO TEST, SET CONTROLLER TO IRRIGATE A seCTION
YOU CAN SEE. PLACE A WET CLOTH INTO THE
COL.ll;CTION CUP TO THAT IT MAKES CONTACT WITH
THE SENSOR (GREfiN ·suTTON" IN THE MIDDLE), OR
ADD WATER TO THE CUP, IRRIGATION SHOULP
SHUTDOWN WITHIN ONE MINUTE. (AN AUDIBLE CUCK
WIU. Be HEARD PRIOR TO SHlJTt)OV-fN),
RAIN SENSOR cue (:) N.T.S.
SPECIFICATIONS
Operoung wouaOO Z4 loao VOlli. AC
M~ur.1n\f,Jm .. ...,1,ctun.g t:,urtuna , t,rnp
, Mln.lmwn ,.,..,ltl\W'tQi cwr•em 0.·1
•rnp or ktu
sQi1"" dlerv• prohf(;tud
\NINO¢
3 '1R-uw:.tt
~!$:>~
LL.-
ILIZ
APPROVED FOR PLANTING "AS BUILT"
AND IRRIGATION ONLY,
INCLUDING ----PRECISE P.[, EXP.
LOCATION OF PLANTING REVIEI.IED BY,
AREAS.
1N$PECTDR
M----~•,o ,~_,,, .. v I $Hf& I CITY OF CARLSBAD
-.. ~~J~ ...
pi_...,o-t,Jr-J I rJ <5 i'.?12:p~ l°;l'rf ~, _______
.
l'.) re, .T /· I .. .. --,,
·-~•--•--,. -JE=:REZ--C{)LI R-T ...
DATE
DATE
I SHzrs I
' flvl:?' tJNI.J(JS 1:J ,:.r-[..., f'°Op-,.i IP.. . '' \..-14 CO' i--"" . __, , \ ·--~
APPROVED~-iif.lAI/; .,, 7-17-fk -------/_ . J
n-••-~"•~ -NS I ~T ~N"t/r--. '. Jt-l.e. C1~T<>f(... DATE -,
OWN BY· PROJECT NO. DATE lN!T1AL DATI: INITIAL DRAWING NOl
REVISION DESCRIPTION CHKO BY; C,T 8'-1 --15 5(f&-I~ ENGINEER or WORK OTH(R A~PROVAL Cl TY APPROVAL RV\JD BY<
71