HomeMy WebLinkAboutDWG 326-3L; CT 90-37; AVIARA PA 25; 01-13PLANS FOR THE
IRRIGATION AND PLANTl~G OF: A VI ARA-CT 90-3 7
GENERAL NOTES:
1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK
CONSULTANT (619) 438-11621, EXTENSION #422.1, 72
HOURS (THREE WORKING DAYS), PRIOR TO STARTING
CONSTRUCTION.
2.
3.
•-
5.
6.
THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO
VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING
LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL
BE MADE WITH THE APPROPRIATE WATER DISTRICT.
ALL REDUCED PRESSURE BACKFLOW PREVENTERS
SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR
REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL
438-0218 FOR A LIST OF CITY APPROVED CERTIFIED
TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR
SUPPLYING A COPY OF THE TEST RESULTS TO THE CITY
DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 OAK
STREET.
CONSTRUCTION SCHEDULE:
A. PRIOR TO ISSUANCE OF GRADING PERMITS, THE
APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN
CITY APPROVAL OF A CONSTRUCTION SCHEDULE
AND/OR EXHIBIT OUTLINING THE TIMING OF THE
SLOPE PLANTING AND IRRIGATION.
B. SPECIAL CONSIDERATION SHALL BE GIVEN TO
WATER AND ELECTRICAL SERVICES.
C. IRRIGATION ANO PLANTING SHALL TAKE PLACE AS
GRADING PROGRESSES.
D. THE SCHEDULE SHALL SHOW TIMING OF
CONSTRUCTION OF FREE-STANDING, RETAINING AND
CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING
AT EACH LOCATION IS ACHIEVED.
IRRIGATION:
A. INSTALLATION OF IRRIGATION AS SHOWN ON THE
APPROVED PLANS SHALL COMMENCE WITHIN 10
DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING
PLANS.
PLANTING:
A. PLANTING AND IRRIGATION FOR THE AREAS
DESCRIBED ABOVE SHALL BE
COMPLETELY INSTALLED, AS SHOWN ON THE
APPROVED PLANS, WITHIN 30 DAYS AFTER THE
IRRIGATION INSTALLATION FIRST COMMENCES.
7. SLOPE PLANTING STANDARDS AND APPLICATION:
A. JUTE MATTING ON SLOPES SHALL BE REQUIRED
WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND
APRIL 15.
B. SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT AND
ADJACENT TO PUBLIC WALKS OR STREETS REOUIRE
A MINIMUM STANDARD #1 (COVER CROP b....!iJ1.
JUTED).
C. SLOPES 4 FEET TO 8 FEET IN VERTICAL HEIGHT
REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH),
#2 (GROUND COVER) AND #3 (LOW SHRUBS).
D. SLOPES IN EXCESS OF B FEET IN VERTICAL HEIGHT
REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH),
#2 (GROUND COVER), #3 (LOW SHRUBS), AND #4
(TREES AND LARGE SHRUBS).
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER
OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONAL CODE, AND THAT THE
DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BY TlfE CITY OF
CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES
NOT RELIEVE ME AS THE LICENSED DESIGNER OF WORK
OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED LANDSCAPE
CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE
PROTECTION PLAN, AND ALL CONDITIONS OF
APPRO~ RELATED T~~~DSCA,PING.
DATE: :?/~!32
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PROJECT LOCATION MAP
OCEANSIDE
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CARLSBAO
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OPEN SPACE LOT .36
Fourth Avenue Corpora,~ CM1ter
1551 Fourth Avem1e/Suite 200
San O~o. CA92101
(61g) 239·2450/FAX 239-0107
VICINITY MAP l...andsr.;apl: ArchitecWre • Plarnng #91-029
5
~ IRRIGATION SHEET NO.
'\i.iJ---PLANTING SHEET NO.
EN NCHECKER
SHEET INDEX SHEET NO.
TITLE SHEET 1
IRRIGATION PLANS
IRRIGATION SPECIFICATIONS
IRRIGATION LEGEND & NOTES
IRRIGATION DETAILS
PLANTING PLANS
2-3
4-5
6
PLANTING SPECIFICATIONS
PLANTING LEGEND & DETAILS
7
8-9
10-12
13
GENERAL NOTES CONT.
E. TEMPORARY/SPECIAL CONDITIONS: AREAS GRADED
FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER
CROP) WHEN THEY HAVE ONE OR MORE OF THE
FOLLOWING CONDITIONS:
1 )
2)
3)
SHEET GRADED PADS NOT SCHEDULED FOR
IMPROVEMENTS WITHIN 6 MONTHS OF
COMPLETION OF ROUGH GRADING.
A POTENTIAL EROSION PROBLEM AS
DETERMINED BY THE CITY.
IDENTIFIED BY THE CITY AS HIGHLY VISIBLE
AREAS TO THE PUBLIC OR HAVE SPECIAL
CONDITIONS THAT WARRANT IMMEDIATE
TREATMENT.
F. AREAS TO BE HYDROSEEOED SHALL FIRST BE
DISKED OR ROTOTILLED TO PROVIDE A FRIABLE,
LOOSE SEED BED.
8. SLOPE IRRIGATION STANDARDS
A. WATER SERVICE (POINT OF CONNECTION)
INSTALLATION, TEMPORARY OR PERMANENT, SHALL
BE IN PLACE TO COINCIDE WITH PLANTING TIMING
SPECIFIED IN SECTION E.3•1.
B. PIPE
1) ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS
DEMONSTRATED TO THE SATISFACTION OF THE
CITY THAT THE ROCKY CONDITION OF THE
SLOPE WOULD PREVENT TRENCHING. IN
CASES WHERE ON GRADE PIPE IS ALLOWED, IT
SHALL BE THE GALVANIZED TYPE OR UVA
RESISTANT PVC APPROVED BY THE CITY.
9. LETTER OF CERTIFICATION (INSTALLATION):
A. THE LICENSED DESIGNER OF RECORD FOR ALL THE
PROJECTS REQUIRING LANDSCAPE PLANS SHALL
SUBMIT A LETTER TO THE CITY STATING THAT THE
PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS.
10. AS.BUil TS:
A. PRIOR TO RELEASE OF BONDS, AS-BUILT
LANDSCAPE PLANS FOR THE BONDED WORK SHALL
BE SUBMITTED TO AND APPROVED BY THE CITY.
8. AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO
THE SATISFACTION OF THE CITY, AND THE ORIGINAL
MYLARS SHALL BE SUBMITTED TO THE CITY FOR
THEIR KEEPING.
11 _ A REPRESENTATIVE OF CITY OF CARLSBAD PLANNING
DEPARTMENT SHALL BE PRESENT, ALONG WITH
LANDSCAPE ARCHITECT, TO MARK THE TREl;S THAT ARE
TO BE SAVED ON AVIARA PHASE II.
/}-)j.)]~J(-)\.TT,'f) F0()P PL 11 NTIN 1 : --\' . \_ -~ ... ) . ..LI.. -.I.~ -\.._,
"AS BUil T"
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INCI~lJI)lNC; PF'.T~ClSJ,: RCE ____ EXP. ____ _
L,C)CA1'IC)N CJ}' PLA.NTlNG
.~ I-( E ,4.S _
REVIEWED BY:
INSPECTOR
DAlE
1 ~ CIT"'{ Of' CARLSBAD I s><n,:rs I t----+---+-------------------+---+----+----+---... [_]__JI PLANNING O(PARTMUH -13 _
~-----t---+---+----t----t
,..,.. LANDSCAPE IMPROVEMENTS FOR: 1-----+----+------~~~~_:-~~.:=-~~==~==:
1
PLANNING AREA 25
2. 1. IARA PHASE II
DAT!:: NITIAL l-', Tt. IN,T."1. DA 11;; . 11<ITl"1.
OT'Hi.P I..Pr'(Zr~ c:rn APPROVAL
C•:,<D BY:_
'-'.vWD BY:
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NOTE:
IF EXISTING IRRIGATION------:----------·
EQUIPMENT (IE; SPRINKLER HEADS,
PIPE, VALVES, ETC.) IS DAMAGED
BY GRADING OR BY OTHER
CONSTRUCTION IMPROVEMENTS;
THIS CONTRACTOR SHALL REPAIR
OR REPLACE AT NO EXTRA COST TO
THE OWNER ANY DAMAGED
EQUIPMENT TO THE SATISFACTION
OF THE LANDSCAPE ARCHITECT
ANDOWNER.
APPROVicD
ENGINEERING PLANCHECKEcR
! '
DATE
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WATER METER SHALL BE~ SIZE
BACKFLOW PREVENTER SHALL BE
1" SIZE.
SEE LANDSCAPE IMPROVEMENT
-GRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA PHASE II FOR
EXISTING IRRIGATION
SEE SHEET ~ DRAWING
NUMB 318-9L
IRRIGATION PLAN
II AS BUILT"
RC[ __ _ EXP _________ _ DATE
PEVJEIJED BY,
!NSPEC TOR DATE
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 25
A VIARA PHASE 11
Fourth Ave!'lue Corporate Cenhn ------+---,--·----.. ---+------< :====9'c-====cA~~---.... -:--=---=========
1551 Fourth Avftnue/Sulte 200 I---+
San Diego, CA 9.Z101
(619) 239-2450/FAX 239·0107
1·12-;73
ASSI
Landscape Arcliitecturo • Plamng -fJ ":) /--0 ;29
DATE INITIAL
ENGINEER OF WCRK REVISION DESCRIPTION
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NOTE:
IRRIGATION Mft,:INLINE FOR ALL
RESIDENTIAL LOTS SHALL BE
_l_'_'_SCHEDULE 40 PVC
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WATER METER SHALL BE 3M: SiZE ----------~
BACKFLOW PREVENTER SHALL BE ---------------~~
1" SIZE. < -___,
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----::?--SEE LANDSCAPE IMPROVEMENT
-DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AV/ARA PHASE-tt FOR
EXISTING IRRIGATION
SEE SHEET 2.., DRAWING
NUMBER 318-9L
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:-• -----I ---------NOTE·
i,, I ' ~. ' IF EXISTING IRRIGATION
I I ✓ ! • ; EQUIPMENT (IE; SPRINKLER HEADS,
1 C I PIPE, VALVES, ETC.) IS DAMAGED
I / ; BY GRADING OR BY OTHER
l's,! j CONSTRUCTION IMPROVEMENTS;
. '0, i , THIS CONTRACTOR SHALL REPAIR
'ti ,f:,_J,,._'<. / OR REPLACE AT NO EXTRA COST TO
}t\,;,F!-""t I THE OWNER ANY DAMAGED
,1i 1.,.,_ EQUIPMENT TO THE SATISFACTION
. ; . '"( OF THE LANDSCAPE ARCHITECT
j
I AND OWNER.
SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO, 89-37 AVIARA PHASE II FOR
EXISTING l~IGATION
SEE SHEE-T · DRAWING
NUMBER 318-9L
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ll\!C=..itJI)INC; PJ\F:CTSF'.
APPROVED LOC~;\rl'J01\: CJJ' IJ~,/\i\JTI\C;
f;:NGINECl~ING PLANCHlcCKER DAT[
IRRIGATION PLAN
"AS BUil T"
RCE ___ EXP. ___ _ DATE
REYlEWED BY:
INSPECTOR DATE
~ r c_ 1_ TY OF--CARLSBAITT_ I SHEETS I Ll_J ! PLANNING DEPARTMENT :=J Is
Fourth Avenue Corporate Ci;mt~r
1551 Fourth Avenue/Suite 200
San Diego, CA 92107
(619) 239-2450/FAX 239-0107
----------+'------+-... ·--t------+--
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 25
A VIAR PHASE II
DATE
Landscape Acct,;tectu,e • Planning # '5' /--0.2 S, DATE INITIAL -----t----+--+--
OAT( INITIAL DA ff INI T!AL OWN BY ~-___ c·· PROJECT NO -
CHKD BY:__ C,/ 90-37 '.lRAWING NO.
52<p-3L "NGINEER or WORK REVISION DESCRIPTION ()1H(R APPROVAL Cl1Y ._PPRO'JAL RVl,JO BY __ _
-
&.A 1,11£5.A 9LUE.Pfl:ltf'f
SECTION
02441
IRRIGATION SYSTEM
PART 1 · GENERAL
1 .1 SCOPE:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION
AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE
DRAWINGS AND AS SPECIFIED. OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL
PERMITS REQUIRED BY GOVERNING AUTHORITIES. ALL ON SITE, RECLAIME:D
WATER PIPING SHALL BE INSTALLED IN ACCORDANCE: WITH THE UNIFORM
PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND
REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED
WITH THE MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND
SCHEDULE OR CLASS INDICATING THE PRESSURE RATING. THE GENERAL
CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED
HEREIN.
PERMITS AND LICENSES
UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS
INCLUDING PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO
PUBLIC AUTHORITIES, AND VERIFY PERMITS SECURED OR ARRANGEMENTS MADE
BY OTHERS AFFECTING THE WORK OF THIS SECTION. WATER METERS AND
POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER AND IOR HIS
REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES.
1 .1 . 1
.1
.2
1.1.,1.2
.2
1.2.
fl.la.LATED WORK:
LANDSCAPING SECTION 02460
COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS
QUALITY ASSURA!iC.E
QUALIFICATIONS OF INSTALLERS
PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL
TIMES DURING EXECUTION OF THIS PORTION OF THE WORK AND WHO
SHALL BE THOROUGHLY FAMILIAR WITH THE TYPE OF MATERIALS
BEING INSTALLED, THE MATERIAL MANUFACTURE'S RECOMMENDED
METHODS OF INSTALLATION, THE CITY Of CARLSBA_D_R E CLAIMED
WATER STANDARDS AND WHO SHALL DIRECT ALL WORK
PERFORMED UNDER THIS SECTION.
CODES AND STANDARDS
IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND
REGULATIONS, COMPLY WITH THE LATEST RULES OF THE NATIONAL
ELECTRICAL CODE AND ELECTRICAL SAFETY ORDERS OF THE
STATE OF CALIFORNIA, DIVISIONS OF INDUSTRIAL SAFETY, FOR ALL
ELECTRICAL WORK AND MATERIALS. REFER TO THE LATEST
EDITION OF THE GREEN BOOK STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF
CARLSBAD RECLAIMED WATER STANDARDS, LATEST EDITIONS AND
RULES AND REGULATION FOR RECLAIMED WATER SERVICE IN THE
CITY OF CARLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO
THESE SPECIFICATIONS BY REFERENCE WHERE RECLAIMED WATER
IS PROPOSED.
SUBMITTALS:
. 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY
WORK. SUBMIT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE
WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE SPECIFIED
ITEM.
1 .
2.
3.
1 . 3
. 2
IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE
AND FITTING MANUFACTURERS INDICATING THAT MATERIAL
COMPLIES WITH SPECIFICATIONS, UNLESS MATERIAL HAS BEEN
PREVIOUSLY APPRO\IED.
SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE
SPACED BETWEEN EACH ITEM)
Q,E._SCRIPTION MANUFACTURER MODEL NO
PRESSURE MAINLINE APACHE SCH. 40
LAWN
ETC.
• 3
,4
.5
. 1
HEAD RAIN BIRD 1806-12F
ETC. ETC.
EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE
PRIOR APPROVAL OF THE LANDSCAPE ARCHITECT OR LANDSCAPE
COORDINATOR MAY BE REJECTED AND SUCH MATERIALS REMOVED
FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT,
APPAO\IAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION
INDICATE ONLY THAT THE PAODUCT(S) APPARENTLY MEET THE
REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON THE
BASIS OF THE INFORMATION OR SAMPLES SUBMITTED.
THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF
SUBSTITUTED ITEMS. IF SUBSTITUTION PROVES TO BE
UNSATISFACTORY, REPLACE IT WITH ORIGINALLY SPECIFIED ITEM,
AT NO COST TO THE 0WNE:RIDEVEL0PMENT.
GUARANTEE;
SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK
SHOWING DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE
REPAIRED OR REPLACED AT NO COST TO THE
OWNERIDE\IELOPMENT FOR A PERIOD OF ONE YEARS FROM THE
DATE OF ACCEPTANCE BY THE OWNER/DEVELOPMENT.
.2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE
CONTRACTOR'S LETTERHEAD AND CONTAIN THE FOLLOWING
INFORMATION:
A. GUARANTEE FOR IRRIGATION SYSTEM • (PROJECT NAME) WE
HEREBY GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE
FURNISHED AND INSTALLED FOR (PROJECT NAME) IS FREE
FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE
WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE
DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND TEAR
AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE
TO REPAIR OR REPLACE ANY DEFECTS IN MATERIAL OR
WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF
1 YEAR FROM DATE OF ACCEPTANCE ANO ALSO TO REPAIR OR
REPLACE ANY DAMAGE RESULTING FROM THE REPAIRING OR
REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO
THE OWNER/DEVELOPMENT. WE SHALL MAKE SUCH REPAIRS
OR REPLACEMENTS WITHIN A REASONABLE TIME, AS
DETERMINED BY THE OWNER/DEVELOPMENT, AFTER
RECEIPTS OF WRITTEN NOTICE. IN THE EVENT OF OUR
FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN
A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE
FROM THE OWNER/DEVELOPMENT, WE AUTHORIZE THE
OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID REPAIRS
OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY
THE COSTS AND CHARGES THEREFORE UPON DEMAND.
1.4-
1.4.1
.1
.3
1.6
. 1
.2
.1
.2
.3
.4
.5
1 . ,;, 2
.1
.2
1 .s. 3
.1
B.
C.
PROJECT: (PROJECT NAME)
LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY)
SIGNED _____________________ _
TITLE; _______________________ _
ADDRESS ____________________ _
TELEPHONE:
DATE AND SIGNATURE. _______________ _
OBSERVATION:
INSPECTION SCHEDULE
IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM
WORK IS REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE
SPECIFIED TO BE PERFORMED UNDER THE DIRECTION ANO/OR
OBSERVATION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE
COORDINATOR. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING
THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN
ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE
TIME INDICATED:
A. PRE·JOB CONFERENCE • 7 CALENDAR DAYS
B. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND
PIPING-32 HOURS
C. PRESSURE MAINLINE INSTALLATION AND TESTING • 32 HOURS
D. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER-32
HOURS
E. LATERAL TRENCH DEPTH CHECK • 32 HOURS
F. COVERAGE TEST • 32 HOURS
G. FINAL INSPECTION • 48 HOURS
H. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF
BEGINNING OF WORK.
I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADI/ANGE OF
BEGINNING CONSTRUCTION.
WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE
LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW
EVIDENCE OF WHEN AND BY WHOM THESE INSPECTIONS WERE
MADE.
NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN
THE EVENT THE CONTRACTOR CALLS FOR AN INSPECTION WITHOUT
AS-BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED
CORRECTIONS, OR WITHOUT PREPARING THE SYSTEM FOR
INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE
COORDINATOR AT THE RATE OF $95.00 PER HOUR (PLUS ANY
TRANSPORTATION COST) FOR THE INCONVENIENCE. NO FURTHER
INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN
PAID.
TESTING:
GENERAL
FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO
MEET TESTING REQUIREMENT.
CORRECT ALL DEFECTS AND RETEST UNTIL ACCEPTANCE BY
OWNER.
TESTS
MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE
REPRESENTATIVE OF THE OWNER/DEVELOPMENT. AIR PRESSURE
CHECK ALL LINES THAT COULD WEAKEN OR DAMAGE ANY MAJOR
STRUCTURES OR HARDSCAPES, IF WATER WERE USED. NO PIPE
SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, TESTED, AND
APP AO VE D 1".>1 "TT-Ile'-a,"( ~ I N,Sf"EC,TOP--..
FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST
EQUIPMENT.
TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE
OF 150 P.S.I. FOR A PERIOD OF TWO HOURS.
ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF
REMOTE CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE
ASSEMBLIES.
ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A
HYDROSTATIC PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT,
PRIOR TO THE PAVING OPERATION.
AQJUSUNG SYSTEM
THE CONTRACTOR $HALL FLUSH AND ADJUST ALL IRRIGATION
HEADS AND VALVES FOR OPTIMUM PERFORMANCE AND TO PREVENT
OVERSPRAY ONTO WALKS, ROADWAYS, BUILDINGS, WALLS AND
OTHER STRUCTURES AS MUCH AS POSSIBLE.
IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION
EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND
MORE ADEQUATE COVERAGE, MAKE ALL SUCH CHANGES OR MAKE
ARRANGEMENTS WITH MANUFACTURER TO HA\/E ADJUSTMENT
MADE, PRIOR TO PLANTING.
COVERAGE TEST
WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A
1.5.4
.1
1.6.5
.1
1.11>.1
'1
.2
.3
.4
.5
.6
.7
.9
1.<i>.2.
.1
.2
1.,:;.,. 3
.1
FINAL ACCEPTANCE
WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED,
INCLUDING TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE
CONTRACTOR WILL NOTIFY THE OWNER FOR FINAL INSPECTION AND
APPROVAL. FINAL ACCEPTANCE BY THE OWNER DOES NOT RELIEVE
THE CONTRACTOR OF HIS RESPONSIBILITY OF WARRANTY •.
MINOR ADJUSTMENTS
MINOR ADJUSTMENTS (LEI/ELLING AND CLEANING SPRINKLER
HEADS, VALVE BOXES, ETC, INCLUDING PROTECTION FROM
VANDALISM) WILL BE MADE BY THE OWNER AFTER ACCEPTANCE OF
THE SYSTEM AND DURING THE WARRANTY PERIOD,
RECORD DRAWINGS;
RECORD DRAWINGS
RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL
CHANGES IN THE WORK CONSTITUTING DEPARTURES FROM THE
ORIGINAL CONTRACT DRAWINGS INCLUDING THOSE INVOLVING BOTH
CONSTANT-PRESSURE AND INTERMITTENT ·PRESSURE LINES AND
APPURTENANCES.
ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY
CHANGES THAT MAY BE AFFECTED BY THE REQUIREMENTS OF
THESE STANDARD SPECIFICATIONS, SHALL BE APPROVED BEFORE
IMPLEMENTING THE CHANGES IN THE CONSTRUCTION CONTRACT.
FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN
TERMINATION OF SERVICE.
RECORD ACCURATELY ON ONE SET OF BLACK .AND WHITE PRINTS OF
THE IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING
DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING
CHANGES IN BOTH PRESSURE AND NON-PRESSURE LINE.
UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL
SUCH INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD
CHANGES AND DIMENSIONS IN A LEGIBLE ANO PROFESSIONAL
MANNER. WHEN THE DRAWINGS ARE APPROVED, TRANSFER ALL
INFORMATION TO A SET OF REPRODUCIBLE SEPIA MYLAR DRAWINGS
SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT.
DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE
(BUILDINGS, MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST
INFORMATION ON AS-BUILT DRAWINGS DAY TO DAY AS THE WORK IS
INSTALLED. ALL DIMENSIONS NOTED ON DRAWINGS SHALL BE 114
INCH IS SIZE.
UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED
INFORMATION AND DIMENSIONS SHALL BE TRANSFERRED TO THE
RECORD DRAWINGS. FACILITIES AND ITEMS TO BE LOCATED AND
VERIFIED ON THE RECORD DRAWINGS. SHOW DIMENSIONAL
LOCATION AND DEPTH OF THE FOLLOWING;
A. POINT OF CONNECTION
B. ROUTING OF IRRIGATION PRESSURE MAINLINES (DIMENSION
MAXIMUM 10 FEET ALONG ROUTING AND ALL DIRECTIONAL
CHANGES.)
C. GATE VALVES.
D. IRRIGATION CONTROL VALVES
E. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE
LANDSCAPE ARCHITECT)
MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE
DRAWINGS ARE SUBJECT TO INSPECTION AT ANYTIME.
MAKE All CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO
BALLPOINT PEN). USE ERADICATING FLUID WHEN REDOING
DRAWINGS. CHANGES AND DIMENSIONS SHALL BE RECORDED IN A
LEGIBLE AND PROFESSIONA, MANNER. RECORD CONSTRUCTION
DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING
CONSTRUCTION.
THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT
SEPIA MYLAR TO OWNER UPON COMPLETION OF CONSTRUCTION.
OPERATION AND MAINTENANCE MANUALS
PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS
PRIOR TO COMPLETION OF CONSTRUCTION, ALL REQUIRED ANO
NECESSARY DESCRIPTIVE MATERIAL IN COMPLETE DETAIL AND
SUFFICIENT QUANTITY, PROPERLY PREPARED IN FOUR (4)
INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN
SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL
TO UNDERSTAND, OPERATE ANO MAINTAIN ALL EQUIPMENT.
INCLUDE SPARE PARTS LIST AND RELATED MANUFACTURER
INFORMATION FOR EACH EQUIPMENT ITEM INSTALLED. EACH
MANUAL SHALL INCLUDE THE FOLLOWING:
A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND
TELEPHONE NUMBER.
B. DURATION OF GUARANTEE PERIOD
C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF
MANUFACTURER'S LOCAL REPRESENTATIVE.
0. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON
ALL MAJOR EQUIPMENT.
IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE
MAINTENANCE PERSONNEL WITH INSTRUCTIONS FOR MAJOR
EQUIPMENT AND SHOW WRITTEN EVIDENCE TO THE LANDSCAPE
ARCHITECT OR LANDSCAPE COORDINATOR AT THE CONCLUSION OF
THE WORK THAT HIS SERVICE HAS BEEN RENDERED.
CHECK UST
COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE
PROJECT, USING THE FORMAT SHOWN:
.2
A. B.
C.
0.
E.
F.
G.
H.
I.
J.
PLUMBING PERMITS (IF NONE REQUIRED, SQ NOTE)
MATERIALS APPROVAL
PRESSURE MAINLINE TEST (BY WHOM AND DATE)
AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE)
CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE)
MATERIALS FURNISHED (RECEIVED BY AND DATE)
OPERATION AND MAINTENANCE MANUALS FURNISHED
(RECEIVED BY AND DATE)
SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS
(RECEIVED BY AND DATE)
MANUFACTURER WARRANTEES (RECEIVED BY ANO DATE)
WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND
DATE)
FORWARD SIGNED ANO DATED CHECKLIST TO LANDSCAPE
ARCHITECT OR l.ANDSCAPE COORDINATOR BEFORE FINAL
ACCEPTANCE OF PROJECT.
1. 7 GENERAL REO\/IREMENTS·
1. 7 .1 CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL
CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK,
PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND
SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING
THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN
PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY.
1. 7. 2 EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING
IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS.
1.7.3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS
SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE
FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS.
1. 7.4 SCALED DIMENSIONS ARE APPROXIMATE, BEFORE PROCEEDING
WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND
VERIFY ALL DIMENSIONS.
1.1.5 PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER ANO PIPE
LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND
RELATIVE LOCATIONS OF ALL INSTALLATIONS.
1. 7.6 ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES
FROM EACH OTHER, AND FROM LINES OF OTHER TRADES.
PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE
ANOTHER.
1. T, 7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH
PIPING OF DISSIMILAR METAL MATERIALS.
1. 7.8 POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON
DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES ANO
PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS
FOR CONNECTION.
1.7,9 PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST
BE OBTAINED 48 HOURS IN ADVANCE, IN WAITING FROM THE
OWNER/DEVELOPER. THE CONTRACTOR SHALL RECEIVE
INSTRUCTIONS FROM THE OWNER/DEVELOPER, AS TO THE EXACT
LENGTH OF TIME OF EACH SHUT-OFF.
1. 7.10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE
CONDITIONS.
1. 7.11 MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER
FULL AUTOMATIC OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO
ANY PLANTING .
1.7.12 THE WORK SHALL BE ACCEPTED IN WAITING WHEN THE ENTIRE
SCOPE OF WORK HAS BEEN COMPLETED SATISFACTORILY TO THE
OWNER. JUDGING THE WORK, NO ALLOWANCE FOR DEVIATION FROM
THE ORIGINAL PLANS AND SPECIFICATIONS WILL BE MADE UNLESS
PREVIOUSLY APPROVED BY THE OWNER •
WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE
SPECIFICATIONS, OR IN THE SPECIFICATIONS AND NOT ON THE
PLANS, IT SHALL BE CONSIDERED IN BOTH. WHEN CONFLICTS
ARISE, THE HIGHEST STANDARDS WILL PREVAIL.
THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE
THE FINAL AUTHORITY ALL ITEMS OF THE PROJECT.
1. 7 .13 SERVICE BY THE CONTRACTOR:
THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S
REQUEST DURING THE GUARANTEE PERIOD AND $HALL BE PAID FOR
WORK PERFORMED WHICH IS NOT CO\IERED BY THE GUARANTEE. IF
REQUESTED BY THE OWNER, THE CONTRACTOR SHALL FURNISH THE
OWNER WITH A SCHEDULE OF SERVICE FEE FOR ADDITIONAL WORK
REQUESTED OUTSIDE OF THE GUARANTEE.
PART 2 · PRODUCTS
2.1 MATERIALS:
2 .1 .1 PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS
OTHERWISE NOTED.
.1 POLYVINYL CHLORIDE PIPE POTABLE;
SPECIFICATIONS
"AS BUil T"
COVERAGE TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT f->f-<O C,/Tf 1--1--N~ 1!4"SJ"i:C-10!'---
0A LANDSCAPE COORDINATOR, TO DETERMINE IF THE WATER
APF1 F{O \7ED r·o F< PLP,NTIT\G
1~ND 11-<RICA'I'ION ONL1',
INCLUDING PRECISf.
COVERAGE FOR PLANTING AREAS IS COMPLETE AND ADEQUATE.
FURNISH ALL MATERIALS AND PERFORM ALL WORK AEOUIREO TO
CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS
FROM THE PLANS OR WHERE THE SYSTEM HAS BEEN WILLFULLY
INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY
INADEQUATE OR INAPPROPRIATE, WITHOUT BRINGING THIS TO THE
ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE
COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY
GROUND COVER IS PLANTED.
RCE __ _ EXP. -----OA lE
APPROVED LOCArfION OF' PLl\NcfING" R[VIEWi:D BY;
ENGINEERING PLANCHECKER DATE .4RI:~l\S INSPECTOR OAT£
1----------------+----t---~-------+-+-----+---t-------i I SH~ I CITY OF CARLSBAD I SHlE~TS I ·-~-PLANNING OEPARTMDIT _jJ
1----+----,f-----------------+----,1----t----------t---i :===~============-==-===;
·------------------+---...... ------+-----1-----11
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 25
/'/A VIARA" PHASE II
.2
2. 1. 2
.,
.2
2.1.3
.1
2. 1. 4
.1
2.1.5
.1
.2
.3
2 .1.6
. 1
(1) PVC PLASTIC PRESSURE LINES; FOR PIPING UPSTREAM OF
RE:MOTE CONTROL VALVE:S AND QUICK COUPLERS. ALL TtlREE (3)
INCHES AND SMALLER SHALL BE TYPE 1, GRADE 2, (IMPACT
MODIFIED), DESIGNED AS PVC 1220, ~..++. 4o ---(SOR 13.5),
CONFORMING TO COMMERCIAL STANDARDS CS256-63.
BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85%
RE:D BRASS.
FITTINGS AND CONNECTIONS:
POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II,
GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS,
MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR
PIPING, TAPERED SOCKET OR MOLDER THREAD TYPE, SUITABLE
FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE
THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS
ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED
WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE ANO
SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION
(NSF) SEAL OF APPROVAL PVC FITTING SHALL CONFORM TO ASTM
D2464 ANO 02466.
BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND
CLASS 85% RED BRASS FITTINGS ANO CONNECTIONS.
COPPER PIPE AND FITTINGS:
WHERE INDICATED ON THE DRAWINGS, COPPER PIPE SHALL BE TYPE
"K" SWEAT SOLDE;RED PIPE.
RISERS:
ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS
SHOWN IN THE DETAIL DRAWINGS. ALL RISERS AND SWING JOINTS
SHALL BE MANUFACTURED BY DURA OR EQUAL, SCHEDULE 80
FITTINGS.
FITTINGS·
FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE
CONSIDERED INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL OF REQUIRED
FITTINGS TO COMPLETE THE CONTRACT.
ALL FITTINGS FOR PIPE THREE (3) INCHES AND SMALLER SHALL BE
SCHEDULE 40
ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE
INSTALLED WITH DURA, LASCO TEE OR EOUAL.
ANGLE CONTROL VALVE
ANGLE CONTROL VALVES SHALL BE OF THE MANUFACTURER
SHOWN ON THE DRAWINGS OR APPROVED EQUAL. EACH ANGLE
VALVE SHALL HAVE UNION.
2.1.7 VALVE BOX:
.1
2. 1. 8
2. 1. 9
.1
2. 1. 1 0
2. 1 . 1 1
2. 1. 1 2
2.1.13
.1
. 2
ALL VALVES INCLUDING PRESSURE REGULATING VALVES, AND HOSE
BIBB SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN
DETAILS. ALL SHALL BE MARKED "PRV",OR "H.B." RESPECTIVELY
WITH STATION NUMBERS FOR CONTROL VALVES EMBOSSED ON THE
VALVE COVER WITH A BRASS TAG ON THE COVER STATING
"RECLAIMED WATER" IN ENGLISH AND SPANISH. (RCV BOXES SHALL
HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC.
SHALL BE MARK ACCORDINGLY.
SPRINKLER HEAD:
SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR
APPROVED EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY
BUILT-IN CHECK VALVES.
INVERTED HOSE BIBB
SHALL BE OF THE STYLE AND MANUFACTURER SHOWN ON THE
DRAWING, OR APPROVED EQUAL, AND INSTALLED PER DETAIL
DRAWINGS AND MANUFACTURER'S RECOMMENDATION.
BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS OR
EQUAL, AS APPROVED BY ARCHITECT.
CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS.
BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 1/2'"
OR LARGE:R.
CONTRACTOR SHALL PROVIDE TO THE OWNER:
FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF
SPRINKLER HEAD.
ONE LOOSE KEV FOR EACH HOSE BIBB .
EARL . .a...: EXECUTION
3 .1 GENERAL REQUIREMENTS:
3.1.1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE
ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS
DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE
WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN
APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS.
3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND
AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND
SPECIFICATIONS.
3.1.:3
3.2
3. 2. 1
.1
.2
.3
.4
.5
LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES ANO
RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING
TRENCHES.
INSTALLATION OF IRRIGATION SYSTEM:
E.X.~KEU.J .. ING OE I BE NCH ES·
EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE
AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING
AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE; PIPE
SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS
SPECIFIED,
DEPTH OF TRENCH; SEE IRRIGATION LEGEND
TRJ;NCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD:
DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH ANO SUBSOIL ON
OPPOSITE SIDE.
SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN
DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE
SO INDICATED ON DETAIL
REPAIR ANY LEAKS ANO REPLACE ALL DEFECTIVE PIPE OR FITTINGS
UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES
UNTIL TtlEY HAVE BEEN INSPECTED AND APPROVED FOR
TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS.
.6
.7
.8
3.2.2
.1
.2
.3
.4
.5
.6
.7
.6
.9
.10
.11
3.2.3
.1
. 2
3.2.4
.1
.2
3.2.5
.1
.2
3.2.6
3.2.7
,1
.2
3.3
BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE
AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE; ANO
THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90%
COMP'ACTION HAS BEEN ACHIEVED.
BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM
ROCKS AND CLODS 1/2" AND LARGER,
CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE
DRAINAGE SWALE. CONTRACTOR SHALL JACK OR BORE UNDER
SWALE TYPICAL.
INSTALLATION OF POLYVINYL CHLORIDE pipe:
BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS,
EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID
DAMAGE.
THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL
USED, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG
ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT
TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED
EXTERNAL LOAD AT ANY POINT.
ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE
DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND
REJOINED WITH A COUPLING.
TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH
GRADE TO THE TOP OF THE PIPE: THE BOTTOM OF THE TRENCH
SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED
OBJECTS.
PIPE ENDS AND FITTINGS SHALL BE; WIPED WITH MEK, OR EQUAL,
BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE
GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE; MOVING OR
HANDLING. ALL FIE;LD CUTS SHALL BE BEVELLED TO REMOVE
BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER.
PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO
ALLOW FOR EXPANSION AND CONTRACTION.
CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT
ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED
FOR INSPECTION DURING TESTING.
NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS
HAVE BE;E;N COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS
ELAPSED FOR SOLVENT WELD SETTING ANO CURING.
PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE
ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH
A STRAP WRENCH .
PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT
RECOMMENDED BY PIPE MANUFACTURER ONLY.
SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S
RECOMMENDATION.
INSTALLATION OF BRASS PIPE;
CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING
MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW, CUT NO
PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPtlON. REAM
AND REMOVE ROUGH EDGES OR BURRS SO SMOOTH AN
UNOBSTRUCTED FLOW IS OBTAINED.
CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY .
TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES, CAULKING
IS NOT PERMITTED.
VALVES:
ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND
IN ACCORDANCE WITl1 MANUFACTURER'S RECOMMENDATIONS AND
AS REQUIRED BY THE CITY OF CARLSBAD FOR IDENTIFICATION, PER
RECLAIMED WATER STANDARDS, IF USED.
INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A
MINIMUM OF 12" SEPARATION BETWEEN VALVES AND 6" FROM ANY
FIXED OBJECT OR STRUCTURE.
SPRINKLER HEADS:
ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS
SHOWN.
NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY
PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE
AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY
AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO.
INVERTED HOSE BIBB·
INSTALL ALL INVERTED HOSE BIBBS AS INDICATED ON DRAWINGS
AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH
GRADE AND A MAXIMUM OF 6 INCHES FROM PAVING, WALKS,
HEADERS OR CURBS, ANO AS SHOWN ON PLANS ANO AS DIRECTED.
BACKFLOW PREVENTER:
BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, LOCATED
AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL
APPLICABLE CODE AND ORDINANCE REQUIREMENTS.
EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE
BY THE ARCHITECT.
CLEAN-UP:
AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A
NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER
COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS ANO
CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL
SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS.
END OF SECTION
APPROVED
ENGINEERING PLANCHECKER DATE
AFJf>I~0\1ED FOl\ PLi'l"N'fINC~
i\ND IFcFcJ(;A"l'lON ONL)',
INCLUDING PR F~ C 1 S I1~
LOCA'fION OF' PL.4-N'flNG
i1,.l<E/\S.
SPECIFICATIONS
"AS BUILT"
RC( ___ EXP. DA1E
REVIEv.rrl BY:
INSPECTOR DA1E
+---+--+--~ ~ c1rxAN2r ~b~~~AD rE
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 25
A VIARA PHASE II
rourth .A.venue Corpora!e Center!-----+---+-------------------;----+----+-------,f-----11 ::=========+===============:
t551 Fourth Avenue/Su~e2'00 !-----+---+---------~ APPA:_Q.lv_t:n:.1..1 ./ • 1 I ~,1,;.,,,, I)
SanOteQo,CA92J0t 1>~u vt., ,t.,,t.,Vf,~
(t19J 239·2 <50/f.U 231>-0107 ASSIS'fANT PLANNING DIRECTOR
t.ar.dscape ~ • ~ #""v )----0 34-
(l.t. TE IH!T\AL
EN=i:ER Of 'MlRK REVISION DESCRIPTION
DATE IHll!Al.
OTHER APPROVAi.
D.A TE IN!TW..
QTY APPROVAi.
DATE
LA MESA EILUfPfilNT
. { 24" Mln.-12" 0 Loruor
18° Min -10" El Srnallor
SECTION
BENDS, TEES,
8 CROSSES
Size
6"
o· 16° .. 20"
Undlsturbod
Ground
0)
4" 6"
10" 6" a"
12'' a"' 10·
14" -10" 12"
16" 12" 1411
-------. .
TEES
PS
Bencls
B
2" s"'
~3'' a'"
!I. g"
6" 10
a" I I"
6" Min.
T1u1.
A 8
6" s"
a" e"
g" 12·
I I" 14"
14° 16
CROSSES
Undl,lurbod
Ground
Cap a
C D
e" 14"
1011 20"'
12" I_ 27"
14" ; 34"
I 41
g"'
I I"
14
K DETAIL THRUST BLOCK
CONDUIT
WIRE RUN
PULL BOX
1 8 •
PLAN VIEW
~ UNMORTARED
BRICK F.OUNDATI
LOCKABLE TOP
SIZE: 9-112" X 16"
.,
r ·-···7
I
L---1----1 f--".c---+---1X---+---J
;//4
2. EVATION
NOTES
. 1. INSTALL PULL BOXES AS SHO ON PLAN
2. AT JUNCTIONS WHE:RE RUN" OMBINE, SPLICE COMMON GROUND IN P
3. PULL BOX COVER SHALL _ PcRMANENTLY MARKED "ELECTRIC"
4. CONDUCTORS FOR EA CONTROLLER CLOCK SHALL BE HARNESSED
OP CONTROL WIRES INTO
PULL BOX. ALL SPLICES ARE
TO BE: MAOE IN PULL BOXES
OR REMOTE CONTROL VALVE
BOXES.
8!:DOING MATERIAL
'---CONTROL WIRE: RUN
SEPARATELY AND AT FFICIENT INTERVALS TO MAINTAIN A D~l'INITE BUNDL
5. ALL SPLICES SHAL E MADE WITH A PROPERLY SET MECHANICAL SPLICE
CONNECTOR EN ELY ENCLOSED IN SELF-CURING RESIN AND SHALL BE
COMPLF,TELY TER PROOF.
6. ALL SPARE E ENDS SHALL BE INSULATED IN THE SAME MANNER AS WIRE
SPLICES.
7. IF SPEC ED, ALL SPLICES SHALL BE SOLDERED WiTH METM.LIC ALLOY SOLDER
PRIO, 0 INSTALLING CONNECTORS,
8 WIR "BUNDLES INSIDE PULL BOXES SHALL BE AT LEAST 4 INCHES FROM THE
U E.RSIJE OF THE BOX COVER MINIMUM SIZE PULL BOX SHALL BE AS SHOWN
ABOVE. LARGER BOXF.S MAY BE NECESSARY TO MEET 4·· CLEARANCE
REQUIREMENT.
J ELECTRICAL PULL BOX
'
/
IRRIGATION LEGEND
XV \Y
!><1 v W
•
----
□ f8.
0
\ I
V
N MAN
TORO 570S STREAM SPRAY W/35 DEG. NOZ. F,H,Q.
INSTALL WIFACTORY CHECK VALVE
TORO 570S FLAT STREAM SPRAY W/10 DEG NOZ F,HO
INSTALL WI FACTORY CHECK VALVE
7--PQ 5 70 n p:::f='-crr .5;'Pe,6.f-1 s~ 1--1/tY;;;, ~ .;.1e..r: f? C?.
!N:5TUL--J.I/ ~J cH~ 'f,Al., ···
CHAMPION #300 MANUAL CONTROL VALVE
1" SIZE FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER
AND 'WYE" STRAINER
RADI
13'
12·
j?:, I
CHAMPION 1-401 LK HOSE BIB W/ LOOSE KEY HANDLE (INSTALLED IN PLASTIC VALVE BOX)
3/4" DOMESTIC WATER METER BY OTHERS
CLASS 200 PVC LATERAL LINE (MIN. 12" COVER)
PM
20 1.8, 1.0,,60
30 1 ,8, 1.0,,60
20
SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1-112" AND SMALLER AND CLASS 315 FOR 2" AND LARGER
PULL BOX
GRISWOLD MODEL DW-PRS AUTO CONTROL VALVE
RECLAIMED NON-PRESSURE LATERAL ("ALERTLINE") (MIN. 12" COVER) NON-POTABLE
EXIST!["JG RE-CLAIMED PRESSURE MAINLINE ( ""ALERTLINE"') SCHEDULE 40 PVC FOR 1-1/2" AND SMALLER AND
CLASS 315 FOR 2· AND LARGER
EXISTIWG SPRINKLER HEAD TO REMAIN
EXISTH[NjG AUTO CONTROL VALVE TO REMAIN
EXISTIN1G QUICK COUPLER TO REMAIN
POINT OF CONNECTION OF EXISTING MAINLINE TO NEW MAINLINE
STATION NUMBER
GPM
VALVE SIZE
Pl .6 Nr'I·,1··N, Tc·· J _ :.. . . ' -J
ONl,\7
,
PRECIP.
RATE
,69
1 .13
DET. NO.
A
A
C
D
E
J
G
"AS BU IL T"
,L\l\[) 11-(F'.IC 1\'J'JC) i\J
INCLUI)INC; RCE ___ EXP. ___ _
APPROVED () [,' REVIEWED BY:
ENGINEERING PLANCHECK[H DATE INSPECTOR
DATE
DAlE
---------------+----+---+---------+--II S~J:ET I CITY OF CARLSBAD I SHF~TS I {.() PLANN.ING DEPARlMENT IJ ;:====-==========::::'...'.::='=~
LANDSCAPE IMPROVEMENT FOR:
PLANNING AREA 25
7AVIARA PHASE II
Four1h Ave111.1e Corporate Centert----t-----t-------------------t---+--+---+----1 ;=====;z'.;'z'.; ... ==~~=============:
1551 Fo1.1rih Aven1,.1e/S\.li11a1 ~00 t----t--------t------------------11------t---+---+-----I ·· / 1 sa, Diego, CA 92101 APPRWJif:'1td 7 "d#Jd'
(619) n9-2•~0/FAX 239-0107 le -
j =~~l~Dl~R
Lardscape Architoc:ture • Plamirg #9 l-029
PROJECT NO.
G;cy?-37
DATE
l>A TE INlllAL
E;NG:INEER Of WORK REVISION DESCRIPTlON
DATE INl"llAL DATE INlllAl.
OTHER A?PROYAI. QTY APPROVAL
7-12 -f.5
I DRAWING NO.
)24:,-::J.--~--~----~
, .
3.
5.
6
7
e
NOTE: FAG.TORY ASSEMBLED SWIN-G JOINT
AS MANUFACTURED BY DURA. LASCO
OR EQUAL
EXTRUDED
3" SCH 80 NIPPLE AY HEAD OR ROTOR HEAD
IRRIGATION DURA SIZE PVC HEAD MODEL 4-GRADE TO 24" DEPTH ----~
90' ELL (SLIP X SLIP)
700 SERIES +007-9-0 3/4" SCH 40
570 SERIES +005-9-0 1/2" SCH 40
•·-_-,; I/ <!JJ-"' ~,;r SPRING LOAD CHECK VALVE
AS REQUIRED T PREVENT
' LOW HEAD DRAIN E; USE
FACTORY CHECK VA
AVAILABLE -VERIFY
SOL VENT WELD
_LEGEND-----~__:-,.___
PVC FITTJNG ------..._
SOL VENT WELD
(SLIP X SLIP)
SWING X SLIP-----:~-
SCH 80 PVC PIPE ;?2;::---______::,~,Llt
9rfELL
(SWING X SWING)
90'ELL
(FIPT X SWING)
MALE FITTING ADAPTER
{SWING X SPIGOT)
SCH 80 PVC PIPE,12"
PVC LATERAL
(COVER AS
NOTED N
LEGEND)
SCH 80 PVC NIPP\.
SWING JOINT HEAD ON RISER -
A B
EXCEPT AS SHOWN. THE Re SHALL BE NO FITTINGS OR CCJ:Ct✓ECTIONS TO OTHER FACILITES BETWEEN THE 11,ETER AN() BACKFLOW
ASSEl'1BL Y
THE BACK 0 LOW PREVENTER ASSEMBLY l~U.ST BE INSTALLED A MIN11'1UI~ OF (5") AND NOT TO EXCEED A MAXIMUM Oc Tl'iO FEET (2'} FROM
THE l,IE TER EXCEPT WHERE ';"HIS WOULD REQUIRE: TrlE 8ACKFLOW ASSEM3LY TO BE INSTALLED IN A PUBLIC RIGHT-OF-WAY. IN WHICH
CASE. THE SACKFLOW ASSEl/,Bl Y l,IUST INSTALLED A MAXIMUM OF TWO FEET (2') INSID:: THE PROPERTY ur,E
TYPE K HARD OR TYPE L HARO COPPER 0'1 BRASS WITI-1 SOLDER JOINTS OR THREADED MUST BE L:Sf'O BETWEEN THE l~ETER AND
BACK FLOW ASSEMBLY.
PRECEDING THE NUl,IBER ONE SHLT OFF VALVE. CONNECTION MUST BE MACE WITH A COPPER OR BRASS RISER OR BRASS 90 DEGREE
cLBOW. SHUT OFF VALVE MAY BE PRECE:lED BY A COPP,'R OR B~ASS NIPPLE ANDIOR A BRASS UNION. RISER MUST B:: l~ADE OF
SUFFICIENT LENGTH THAT THE BOTTOl,1 OF THE BACKFLC.'I ASSEl~BLY IS TWELVE INCHES (12"") TO TH,RTY-SIX INCHES (35") ABOVE GRADE
IN AN AREA NOT SUBJECTED TO FLOODING.
FOL.LOWING THE NUMBER TWO SHUT OFF VALVE, THE CONNECTION MUST BE l>.IADE WITH A COPPER OR BRASS 90 DEGREE ELBOW TO A
COPPER OR BRASS 90 DEGREE ELBOW. S'-IUT OFF VALVE l,IAY BE FOLLOWED BY A COPPER OR BRASS NIPPLE AN)10R A BRASS UNION.
RISc.9 MUST BE MADE OF SUFF1C:ENT LENGTH THAT THE BOTTOM OF THE BAC:~FLOW ASSEMBLY IS TWELVE INCHl:S \ 12'") TO THIRTY-SIX
INCHES (36") ABOVE GRADE 1N AN AF.EA NOT SUBJECTicD TO FLOOOING.
IF BACKFLOWASSEl~BLY IS TO BE INS-ALLEC ON A SLOPE WITH A H:)RIZONTAL TC VERTICAL RATIO OF 4-1 OR GREATER. A TWO FOOT (2')
HIGH RETAINING WALL MUST BE BUil. T SURROUNDING THE ASS EMBLY ASSEMBLY l,IUST BE LOCATED Ir, Ar, AFil'A NOT SUBJECT TO
Fl.00D ING.
ONLY THE REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY TfcE STATE OF
CAUFORNIA DEPARTMENT OF HEALTH SERVICE, MAY EE USED ON WAT ER SERVICES WiTHIN THE CARLSBAD MUNICl?AL WA Tc R DISTRICT.
FINISH
A P P R O V E D B A C K F L O W ------........._
ASSEMBLY W/BALL VALVE
BONDING JUMPER=~
(WHEN REO.)
ONDING JUMPER
(WHEN REO.)
12' MINIMUM
NOT TO SCALE E
6" MIN
\r ,.:,s'
~ 8 C
I NIPPLE
._.LJ. (2) GAL V. BANDS
· "FAST-LOCK"
.,,--..:::::--,,.11,(•
1
OR E OUAL
.............. , '
PVC STREET ELL
-1'1",o----'--MARL!;X STREET
ELL
HOSE BIBB
C
--·:~1 1=DGE ---OE ;~S(IN.0=.c/C.
II .
\
( I 1f -:-11 I 11 --------------------
i -----------rEJ/il. GR----------
' ' 1/
----+------2 /✓ 6~ CCUR
' FVC .St..:eEVE.
.-----i-------._ -MMlJA.'-C6/TRCL
ANGLE VAi-Ve
. -lf?VC MALE ~ ':At:::.;,,.\ptE.:/'<. {r(f?)
f3/C FfFe
-~~
: __ pvc Flrt= Mz:-iM<{;x:--tt w)
DETAIL MANUAL CONTROL VALVE
VALVE BOX WITH COVER
MARKED ·ov· (BROOKS
MODEL # 3-HL IN MEDIANS,
BROOKS MODEL .,..1418 WITH --
SNAP COVER ELSEWHERE)
1/2" IN TURF ANO 2"
IN GROUNDCOVER
AREAS
FNSH GRADE
PVC MALE ADAPTER
PVC M Af-J
(COVER AS~--:-N:--::Oc:::TE=-.
IN LEGEND)
2"x4"x24" REDWOOD __
1 CU.FT. P£A GRAVEL~-~
PVC MAL£ ADAPTER
NOTE: USE <4s°ELLS MMEDIATELY OVTSDE OF VALVE BOX, AS NECESSARY.
FOR TRA.NS[l))N TO REQURED MA.l'ILl'IE DEPTH.
F PRESSURE REGULATING VAL VE
PLASTIC VALVE BOX
'WTT'IJ CO VER MARK ED ---------------
\1" (BROOKS MODEL# 1419".
WI SNAP COVER)
SOLENOV AC TUA TED
REMOTE CONTROL
VALVE
COMMON AND rnNTI~I
WRES (PROVOE 2 "
WRE .. A COL EAJ
MAIN LINE (COVER
AND TYPE AS
NOTED IN LEG D)
/
L"TERAL u-.lE
(COVER AS NOTED
1-1 LEGEND
CQt.M:)N WRE
(PRQVOE 24" OF
WRE IN A COi.)
v'-~~ SCH 80 PVC NPPLE
MOTE: USE 45': LLS t.9,,EOV.TELY OUTSOE OF VALVE BOX, NECESS.l.RY,
FOR ~.NSITIQN TO REQC..flED LATERAL LNE DEPTH.
REMOTE CONTROL VAL
A_l::i F) f(O VE D F'O I\. l)LP,N'TIN C
;\j\J D TF(r~1c; i\1'10 ;\f C) NLY,
JNCI ,LJl)INC;-]::lF~F:CTS11~
RCE __ _
"AS 8 U IL T"
EXP.---~ OATE
APPROVED ·1· (1 r·• i\ '[' 1· Q ',l _J._, \_.,1\ .l'-i OF' PL:\N'l'TNC~ REVIEWED BY:
ENGINEERING PLAN CHECK l;R DATE lNSPECTOR DATE
l-----+--+------------t-----t----1t-------r-----1 \ SH7EET I CITY OF CARLSBAD I S1E3ETS I PLANNING. DEPAR1MEN1' ;:::::::==--==============---====;
Four1h Av@-nve Corporate Cenhnt----t----+--~-----------
155i Fourth AvenP.Je/Su'rte 200 l---l-----+--~-------~-----t---t~----t---r----1 San Df&go, CA 94101
(619) 239-2400/FA.X 239-0107 1---1----+--------------
DA 1£ INITIAL DA TE INITIAL DA TE INITIAL
~GINEIR OF" WORI( REVISION DESCRIPTION OTHER APPROVAL OTY APPROVAL
LANDSCAPE IMPROVEMENT FOR:
PLANNING AREA 25
AVIARA PHASE II .-·7
7-l3·f3
DATE
DWN BY; __ _
CHKD BY: __ _
RV'M) BY:
PROJECT NO.
c,,,Tso-37 I DRA~NG NO.
320-3L ~---------------------------------------.. ~------------------------------------.-. LA M£SA8LU£PA1NT
:: \106591 \G3
I• 0 40'
I
( • .-' 4 {)). .
' I
SEELANDSCAPEIMPROVEMENT---r
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING LANDSCAPE
SEE SHEET 28 DRAWING
NUMBER 318-9L
NOTE:
1-CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF
EXISTING PLANT MATERIAL ON SLOPES DUE TO DAMAGE DURING
THE GRADING PROCESS. THIS INCLUDES TREES, SHRUBS,
GROUNDCOVER AND HYDROSEED MIX.
2 STREET TREES WILL BE REQUIRED, PER CONDITION
17, PCRESO 3339 WILL BE PLANTED BY GUEST
DEVELOPER.
Key Map
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SEE LANDSCAPE IMPROVEMENT--~
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING LANDSCAPE
SEE SHEET 26 0RAWING
NUMBER 318"9L
1 ·1 ·· --J-"' c1 \---£'' -D-·rir·, 1· -i -~ L •_ N' 'l' I ,N-r·, j _) ,_) .. , I ... j l ' -1-' f __ \ ' I I . _ l ., \.. -~ _1 \.. , • .1.. . , _ \.._r
,'\Nll IF{Fcic; !.\1'IO 1\f -0 NL Y,
INC LU D INC:: _)FIT:C rs F
PLANTING PLAN
HAS BUIL T 11
RCE __ _ EXP _______ _ ___ _ LiA H
APPROVED I ( (' r, rj·-,·[c', -, r __ , J ,_, i··\_ .. ) 1'-: 1_) L,\]\J'Tl NC REVJE\JED BY,
ENGINEERING PLANGHEGKER DATE
1 ·1) 1··' 0s, s·-, /_ ,-I , .. _;_'.',_ \_ J:, _L_ -JNSPC:CTOR
-----·-----···-
I s~T I CITY OF CARLSBAD ~ jSH~Iis
--+----I (._.) PLANNING DEPARTMENT : L_I:::,
LANDSCAPE IMPROVEMENTS FOR;
PLANNING AREA 25 --------' --------+---+-----+
-------"·-···,,-----------i-----i---+··-----------+-----1
2
AVIARA PHASE 11
SM0iego,CA9210i ->-------···••a~---+----+----t-----t -----~-
~~~1hF;:~~"Zv~~:~~·~~:;;b"' I---+----+-----_----_---_--i APPR~~ z'M~ '-, --_ --~7--" !'.-?-. -f-➔--===1
1619)239·2450/FAX239-0107 --+----+----t-----1 c!SSisTANrPLANNING .'\ECTOR ···-----DATE
LandscapeArcMecture•Planning -lf9/-D2'3 1--0-ATE-+--IN-ITI-AL-+---------,·-------------DAT( INITIAL DATE INITIAL ~R:V~~Ds;BYY• -'r __ ;R~T-N30 7-~D-'2_R_A-'1~--N_G-,--:,-N/O-
-EN-GI-NE[~~O-F -w,:-,R--1K REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL w L_0 ~ ;_¥,ll.J :Y...
L...J..j
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' = 40'
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'
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27
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---· -r----
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SEE LANDSCAPE IMPROVEMENT-~,
DRAWINGS FOR CARLSBAD TRACT
NO 89-37 AVIARA PHASE II FOR
. EXISTINGf~~SCAPE
SEE SHEET£ · DRAWING
NUMBER 318-9L
/ ,:,., '.)
~-~ .,,, {
f
1 U
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--------
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i
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-----,(A.I; I 40
Key Map
75
~ ( ,f I J '. !
I . i I
8
: I
.:.:.L··
"'; ___ ...... -.---""
-~---1.
\ ,l
)
, '' .\.
NOTE:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF
EXISTING PLANT MATERIAL ON SLOPES DUE TO DAMAGE DURING
THE GRADING PROCESS. THIS INCLUDES TREES, SHRUBS,
GROUNDCOVER AND HYDROSEED MIX.
2. STREET TREES WILL BE REQUIRED PER CONDITION ·
17, PCRESO 3339 WILL BE PLANTED BY GUEST
DEVELOPER.
----,....~--"-=--\------------: SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING l,.f\_bJDSCAPE
SEE SHEET 2.L_ DRAWING
NUMBER 318-9L _
PLANTING PLAN
APPROVED
[NGINEERING PLANCHECKER DATE
F"ourth Avenue Corpor:!lt8 C8nter
1551 f'."ourth Avenue/Suite 200 .----
San Diego, CA 92101
1619) 239·2450/FAX 239-0107
7F9/-029 OAT[ INITIAL
;\F)F) F~O \1}4~:J F'O }~ l0 L_L\NTINC~
:\ NL) I Fe'< I c~ t-1.'fI o i\J o NL)T,
li\lCLlJJJINC 1::ir\r:crsr~
l,CJ C 1-\T IC) N CJ 11' 1::i L~\1\J 'I 'INC~
,11·1 " ~ c• Fl. ~\, 1 .I cLh_J -
" AS BU I LT"
RCE ___ EXP. ___ _
REVIEWED BY:
· INSPECTOR
OWN BY __ _
[NGIN[[R Qf WORK REVISION DESCRIPTION
DATE INITIAL OAT[ INITIAL (HKD BY· --
DTHE.R APPROVAL CITY APPROVAL RV\.J D BY
. ·DATE
DATE
rn~
LANDSCAPING
PART I -GENERAL
1.1 SUMMARY:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS,
TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK
INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL
f:ONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF
REPEATED HEREIN_
. 1 RELATED WORK:
IRRIGATION SECTION 02441
1./l. SUBMITTALS:
UPON BEING AWARDED THE PROJECT. CONTRflCTOR SHALL SUBMIT A LIST
OF SOIL AMENDMENTS, FERTILIZERS. PLflNT MATERIALS, SEEDS, AND
SOD WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF
CONTRACT.
1 _, GUARANTEES AND REPLACEMEIHS,
' ,
.2
.3
SHRUBS, VINES AND GROUNDCOYERS SHALL BE GUARANTEED TO
REMAIN HEALTHY AND VIGOROUSLY GROWING FDR ONE GROWING
SEASON OR SIXH (60) DAYS, WHICHEVER COMES FIRST_
ALL TREES THAT HAYE BEEN SUPPLIED AND INSTALLED UNDE_R THIS
CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY
CONDITION FOR A PERIOD OF ONE (1) YEAR FROM [)ATE OF FINAL
ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY YHE
OWNER, THE GUAF.ANTEE SHALL APPLY AS STATED ABOVE.
ALL PLANTS FOUND lO BE DEAD AND ALL PLANTS NOT IN A
VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD
SHALL BE REPLACED WITHIN FOURTEEN (H) PAY$_
PLANTS USED FDR Rl;_PLACEMEIH SHALL BE THE SAi.iE KIND AND
SIZE AS SPECIFIED IN THE PLANT 1.JST. THEY SH"'LL BE FURNISHED,
PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST
TO OWNER.
1."\-0B:S£RYATION:
Lt. LIES.~ 6LUEPRIN7
.1 OBSERVATIONS HEREIN SPECIFIED SHALL BE l.'ADE BY THE
.10
. 11
.12
fil,.lf_CIIQJL !iliD _ SU B S Tl TU Tl QN.;
A_ ALL PL1'NTS NOT CONFORMING TO THE REOUIR[MENTS
HERE!~ SPECIFIED $!-,.ALL BE CONSIDERED DU ECTIYE, AND
SUCh PLANTS, WHETHER IN PL.ACE CR NOT, SH.ALL BE
1.'.ARKED AS REJECTED AND BE IMMEDlflTELY ficMOYED FRO"'-
THE SIH OF THE WORK AND REPLACED WITH ACCEPT,l,BLE
P~ANT 1.'.>iERIALS-THE PLANT l,\ATERIALS SHALL MEET ilLL
.1-PPLICAB,E INSPECTIONS REOUIRED llY LAW. ALL PLANTS
SHALL BE OF THE SPECIES, VARIETY. SIZE, AGE, FLOWER
COLOR AND CONDITION AS SPECIFIED HEREIN AND 10R AS
INDICATED Oti THE OF.AWINGS UNDER NO CONDITION WILL
THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY.
OR REDlJCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING
OF.AWINGS, ElCEPi WITH THE EXPRESS WRITTEN CONSENT
OF THE ARCHITECT.
LITILITIES
A. ilLL UTILITIES (WATER AND ELECiRICITY) USED DURING THE
INSTALLATION OF THE LANDSCAPING AND IRRIGATION
SYSTEllS FOR THIS PROJECT SHALL BE Pill □ FOR BY THE
CONTR-'CTOR-IJURING THE 60-[lAY l.'.AINiENANCE PERIOD,
THE OWNER SHilLL l!E RESPONSIBLE FOR PAYMENT OF THE
UTILITIES.
f'.fil)_llCTION OF EXISTING TREES SHRUBS AND VINES;
A. IT IS THE INTENT OF THE PROJECT THAT Ct RT AIN EXISTING·
PLilNT 11.1.H'RIALS SHALL 6E RETillNED. PRIOR TO THE
REt.10\/Al OF ANY TREES, THE CONTRilCTOR SHALL CONFER
WITH THE ARCHITECT TO DETERMINE THOSE PLLNTS THAT
ARE TO REMAIN_
B-
c.
D.
ALL EXISTING TREES WHICH ARE 10 REMAIN IN THE PROJECT
SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR
PRIOR TO START OF WORK.
CONTRI\CTOR SHALL BE RESPOl-iSIBLE FOR ALL TREES TH.O.T
ARE TO REIJ.AIN IN THE PROJECT.M DAt.' .... GE TO A PLANT WHICH
RESULTS IN D£ATH OR P[RIJANENT DISFIGURATION SHALL
RESULT IN THE COMPLETE REMOVAL Of THE PLANT,
INCLUDING FIODTS, FROM THE SllE BY THE CONiRACTOR; AND
THE CONTRACTOR, Al HIS OWN EXPENSE SHALL REPLACE
THE PLANT WITH ONE Of EQUAL VALUE ,lS ESiABLISHED BY
THE ARCHITECT, OR REIMBURSE THE OWNER THE COST OF
SAID REPLICEI.IENT. THE ARCHITECT SH,O.LL BE THE SOLE
JUDGE OF THE CONDITION OF THE PLANT.
,ILL EXISTING TREES THAT ARE T.O REMAIN SHALL BE
PROTECTED AT ,lLL TIMES FROM DAMAGE BY WORKE_RS AND
EOUIPMtNT_ ALL DAIJ.flGE BY THE CQNTR,O.CTOR TO ElCISTING
PLANTS SHALL BE REPAIRED ,lT THEIR EXPENSE BY
PERSONNEL APPROVED BY THE ,lRCHITECT.
I -
Fourth Avenue Corporat~ Cf,!nh,r
1551 l"ourth Avenue/Suiltt 200
Sari Diego, CA 92101
j619) 239-~45,0/ FAX 239-01 07
~'le Archi'tecture • P@rining ~J-v:29
, _e,
1 .e,
ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN
WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED.
• 2 08SERVATION WILL BE REQUIRED FOR THE, FOLLOWING PARTS OF
THE WORK:
A. PAio-CONSTRUCTiON MEETING.
B, INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS
INTO THE SOIL
C. UPON THE COMPLETION OF GRADING PRIOR TO PlANTING.
D. APPROVAL OF PLANT MATERIALS.
E, WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR
PLANTING. BUT BEFORE PLANTING HOLES ARE EXCAVATED.
F. ORIENTING SPECIFIED TREES.
G-VERIFICATION OF FINISH GRADES .
H. APPLICATION OF PRE-EMERGENT HER81CIDE.
t. PRE-MAINTENANCE OBSERVATION.
J. WHEN PLflNTING, AND ,lLL OTHER INDICATED OR SPECIFIED
WORK, EXCEPT THE llAINTENANCE PERIOD, HAS BEEN
COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL
ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS
NOT il flNflL OBSER\IATION OR ACCEPTANCE, AND IT DOES
NOT RE;LIEIIE THE CONTRACTOR FROM ANY OF THE
RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS
PROJECT.
K. flN_A_L 08SEB.YAI1-Qll TO BE HELD AT THE COMPLETION OF THE
1>0-DAY llAINTENANCE PERIOD. THIS OBSERVATION SH ... LL
ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR
GUARANTEE OF ALL TREE$_
. 3 ACCEPTANCE· UPON COMPLETION OF THE FINAL OllSERVATION AND
THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN
WRITING, (1) WHETHER THE WORK IS ACC[PTABLE; ANO (2) OF ANY
REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE.
-~ THE CONTRACTOR OR 11:S AUTHORIZED REPRESE:NTATIVE SHALL BE
ON THE SITE AT THE TIME OF EACH OBSERVATION.
llAINTENANCE:
.1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL
LANDSCAPE IRRIGATION WORK ON TlilS PROJECT IS COMPLETED,
CHECKED, ACCEPTED, AND WRITTEN APPRO\/Al FROI\I THE
ARCHITECT IS GIVEN TO BEGIN THE llAINTENANCE PERIOD, ANO
E_ THE CONTRACTOR SHALL INSURE THAT NO FOREIGN
l.'ATERIAL ANDtOR LIQUID, SUCH AS PAINT, CONCRETE,
CEMENT, OIL, TURPENTINE, ilCID OR THE Ll~E. BE DEPOSIT!;[)
OR ALLOWED 10 BE 0[P0SITED ON ANY SOIL WITHIN THE DRIP
1.JNE (THE OUTSIDE EDGE OF THE FOLIAGE OVERH ... NG)'OF ANY
TREE OR SHRUB, OR WITHIN 6" OF THE TRUNK OF A VINE.
SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE
CONTR .. CTOR SHALL REMOVE SAID SOIL AS DIFIECiEP BY THE
ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT NO
EXPENSE TO THE OWNER_
f _ EXCAVATION ADJACENT TO EXISTli.G TREES AND SHRUBS:
WHERE Ii IS NECESSARY TO EXCAVATE 11' ·CLOSE PROXIMITY
TO EXISTING TREES AND SHRUBS, ALL POSSl8LE CAUTION
SHALL BE EXERCISED TO ,l\101D INJURY TO ROOTS ilND
TRUNK. EXCAVATION. CLOSE TO TREES SHALL BE BY HAND,
TUNNELING UNDER ROOTS r AND LARGER IN DIAMETER
CUTTING OF ROOTS r AND LARGER SHALL BE ONLY ON THE
APPROVilL Of THE ARCHITECT.
G. PAl~T CUT ROOTS WITHIN :!4 HOURS; WHERE THIS IS NOT
POSSIBLE, KEEP THE SITE OF EXCAVATION ,lDJACENT TO THE '
TREE SHf.DED WITH a.,01Sl BURLAP OR CANVAS_
INYOICING OF PLilNT l.'.ATERIALS AND SOIL PREP.I-RATION AND-SOIL
PREPARATION CONFORMANCE TEST:
. 1 AFTER INSTilLLATION OF PLliNT l.'.ATERIALS, BUT PRIOR TO THE
.2
.3
PRE-IJ.AINTEt-iAJ;CE INSPECTION, THE ARCHlil,CT, WITH THE
HERETOFORE SPECIFIE.O SIGNED COPIES OF THE REOUIRED
CERTt<ICATES, TRIP SLIPS ANO INVOICES FOR THE PLANT
l.'.AT[RIALS AND RELATED ITEMS, SH.O.LL INCLUDE SUCH J.IATERtAL,
COMPARING THE TOTAL ARE"-ANDtDR THE AMOUNTS SPECIFIED. IF
THE MINIMUM AMOUNTS HAYE NOT BEEN FURNISHED, THE
ARCHITECT WILL REQUIRE THE INST.lLLATION OF ADDITIONAL
l.'.ATERIAlS TO FULFILL THE MINIWUM REOUIREMENTS SPECIFIED.
UPON DELIVERY OF l.'.ATERIALS AND 10R COMPLETION OF ALL SOIL
CONDITIONING ilND (.RAPING, BUT PRIOR TO INITIATING PLANTING
OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED
SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND
INVOICES FOR SOIL PREPARATION llATERIALS. SHALL INVOICE
SUCH 111.ATERl"L, COMPARING THE TOTAL AREA OF EACH
OPER.O.TION. If THE MINIMUM RATES OF APPLICATION HAVE NOT
BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF
ADDITIONAL QUANTITIES OF THESE: 111.ATERlilLS TO FULFILL THE
MINIMUI\I f.PPLICATION REQUIREMENTS SPECIFIED.
A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE
ARCHliECT WITHIN 15 PAYS AFTER RECORDING OF THE CONTRACT
FOR SUBMITTAL TO A TESTING L.O.BOF\ATORY. AFTER SOIL
AMEliDIJ.ENTS HI.VE BEEN THOROUGHLY MIXED INTO THE SITE,
RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE
1 .<,
1 ,7
SHALL CONTINUE THEREAFTER FOR NO LESS THAN 60 CALENDAR
DAYS.
.2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED
AREAS OF THE CONTRACT DURING THE PROGFIESS OF THE WORK AND
DURING THE MAINTENf\NCE PERIOD UNTIL THE FINAL ACCEPTANCE OF
THE WORK.
.3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN
IMMEDIATELY AFTEFI EACH PLANT OR LAWN IS PLANTED. PLANTS
ANO LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION ANO
IN A VISUALlY !'LEASING APPEARANCE BY WATERING, PRUNING,
MOWING, ROLLING, TRIMMING, EDGING, FERTILIZING, RE-STAICING,
PEST AND OISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING-
UP AND ANY OTHER NECESSARY OPERATION OF MAINTENANCE.
LANDSCAPE AREAS SHALL BE KEPT FREE Of' WEEDS, NOXIOUS
GRASS, AND ALL OTHER UNDESIRED VEGE;:TATIVE GROWTH AND
DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIREO
CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAV$_ SEE
DRAWING FOR POST-FERTILIZATION (7•9-4) PROGRAM.
. 4 THE;: CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE
PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE
ARCHITECT, IMPROPER llAINTENANCE AND/OR POSSIBLE POOR OR
UNHEALTHY CONDITION OF PLANTED MATERIAL OR UN-ESTABLISHED
NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE
SCHEDULED MAINTENANCE PERIOD. THE CONiRACTOR SHALL BE
RESPONSIBLE FOR ADDITIONAL MAINTENANCE Of THE WORK AT NO
CHf\NGE IN CONTRACT PRICE UNTIL ilLL OF THE WORK IS COMPLETED
AND ACCEPTABLE.
.5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE
REPAIRED IMMEDIATELY AT THE CONTRACTOR"S EXPENSE.
lAYOUT OF WORI<:
THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISiER!cD
CIVIL ENGINEER OR LICENSI;:D LAND SURVEYOR TO LAV OUT THE WORK OF
THE PROJECT, TO ESTABLISH ilLL REFERENCE POINTS SET FOR
CONSTRUCTION ANO THE CERTIFICATION OF FINISH GRADES WITH CIVIL
ENGINEER DRAWINGS.
GENERAL REQUIREMENTS:
. 1 THE TERM "PLANTING ARE.A"· SHALL MEAN ALL AREAS TO BE
PLANTED WITH TREES, SHRUBS. GROUNOCOVERS, SOD AND SEED.
. 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS
WHEN WEATHER AND SOIL CONDITIONS ARE SUITABL-E IN
ACCORDANCE WITH LOC ... LLY ACCEPTED HORTICULTURAL
PRACTICE.
. 3 ALL ROCKS AND CLODS 1" OR LARGER, AND OTHER GROWTH OR
ARCHITECT AND SUBMITTED lO THE SOIL LABOF.ATORY FOR
COMPARISON TO A CONTROL M!X. COST OF THE ABOVE TESTING BY
THE SOILS L-A60RATORY SHALL BE BORNE BY THE CONTHAClOR.
.• AFTER LEACHING OPERATION, FOUR SOIL SAl.'PLES WILL BE TAKEN
BY ARCHliECT AND SUBMITTED TO THE SOIi. lt.BORATORY FOR
TESTING OF ECE AND PH_ COST OF THE ABOVE TESTING BY THE
SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR.
.4
.t
.7
.8
• 9
.6
DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT,
SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY
EXEMPTED IN WRll ING .
PRIOR TO THE EXl':AVATION FOR PLANTING OR PLACING OF PLANT
MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE
AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH
IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH
LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL
ARRANGE FOFI THE RELOCATION OF ONE OR THE OTHER. THE
CONTRACTOR ASSUMES ALL RESPONSt!llLITY FOR MAKING ANY AND
ALL REPAIRS FOR ClAMflGES RES UL TING FROM WORK AS HEREIN
SPECIFIED.
GRAPING AND SOIL PREPARATION WORK SHALL BE PERFORMED
ONLY PURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM
RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE
SOIL SHOULD REACH SUCH A LEI/EL THAT WORKING IT WOULD
OE STROY SOIL STRUCTURE, SPREADING AND GRADING OPERA TIQNS
SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS
INCREASED OR REDUCED TD ACCEPTABLE LEVELS ANO THE
DESIRED RESULTS ARE LIKELY TO BE OBTAINED .
ilLL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE
PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY All
DIMENSIONS ANO IMMEDIATELY INFORM THE ARCHITECT OF ANY
DISCREPANCY BETWEEN THE DRAWINGS AND/OR SPECIFICATIONS
AND ACTUAL CONDITIONS_
QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE
ONLY, AND ARE NOT GUARANTEED. CHECK ANO VERIFY COUNT AND
SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWING$_
ADEQUATELY STAKE, BARRICADE, AND PROiECT ALL IRRIGATION
EQUIPMENT, MANHOLES, UTILITY LINES, ANO OTHER EXISTING
PROPERTY DURING All PHASES OF THE SOIL AMENDING ANO
GPADING OPERATIONS.
Sf'E CIM EN __ lfil_E_"SllECilOJ:L
A_ ONE SAMPLE OF EACH TREE VARIETY AND Sill;:, CALLED OUT
ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED
TO THE PROJECT SITE FOR APPROVAL PRIOR TO
INSiALLATION.
B. THE CONTRACTOR SH"'LL IMMEDIATELY REMO\IE ANY TREES
NOT APPROVED.
C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN
RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES
;~·· BOX SIZE AND LARGER TAGGED AT THE Nl/RSE:RY AND/OR
AT ITS PLACE OF GROWTH, OR f\S OTHERWISE SPECIFIED ON
DRAWINGS.
FERTILIZER (COMMERCII.L) SHALL BE A LONG-L~STING CONTROLLED
RELEASE PLASTIC-CO.O.TED, UNIFOF.M IN COMPOSITION. fREE•
FLOWING SUIT.lBLE FDR APPLICATION WITH APPROVED
EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM
AVAILABLE PE_RCENTAGES BY WEIGHT OF PLANT fOOP:
NITROGEN
PHOSPHORIC ACID
POTASH
21.0•,-l,IINIMUM o_o, MiNIMUM
0.C,,CA JJ",iNIMUM
EAfiLJ__c__J>_fl_Q DUCTS . 7 F E_RTILIZ ER (COMMERCIAL) SHALL BE A LONG-LASTING CONTROLLED
2 .1 SOIL AMENDMENT ,lNP FERTILIZER:
. 1 SOIL CONDITIONER SHALL CONTAIN A SPECiAL BLEND OF ORGflNIC
FRACTIONS TO SUPPLY S!;VERAL DEGREES OF BREAKDOWN RATE
WHICH LflSTS UP TO 10 YEARS IN THE SOIL, A PORTION OF
INORGANIC AMENDMENT TH.._T RESISTS FURTHER BREAKDOWN, PH
OF 6.5 TO 6-5, SALINITY OF 3-0, ORGANIC 1.'.ATTER (DRY WEIGHT
1,ASIS) MORE THAN t0%, NON-IONIC WETTING ilGENT ilND TOiAL
NITROGEN CONTENT OF 0.5% (LOf.MEX, WIL-GRO, LIFE FORE_ST
HUMUS)
.2 GYPSUM SHALL BE il COMMERClilLLY PROCESSED AND P.tCKAGED
GYPSUM (CASO 2H20) WITH MINIMUIJ. 80% GRAPE toNTAINING ,C'),
COMBINED SULFUR.
.J IRON SULFATE (EXPRESSED AS METilLLIC) 19% OF QUALITY
APPROVED BY ,lRCHITECT .
.• SULPHUR {SOIL) {ELEMENTAL) 9~% Of QUALITY APPROVED BY
ARCHITECT:
. 5 FERTILIZER {COMMERCIAL) SHALL BE ,I COMBINATION OF NATUR"L
ORGANIC· AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EOUIPMENi, AND
SHALL CONTAIN THE FOLLOWING MINIMUM AV,llLABLE
PERCENTAGES BY WEIGHT OF PLANi FOOD: SPECIFICATIONS
NITROGEN
P!,OSPHORIC
POTASH
1.0•1,
10.0%
10.0'.4
MINIMUM
MINIMUM
MINIMUM
APPAOVE0
ENGINEERING PLANCHECKER DATE
_:1\f) !:) f{ () 'VE: D F'C) J\ 1::i LANTI NC-
i1l\f D 11=~ F( I c; 1\1'101\ 0 _\! l,'f,
I~·cL,UDINC~
LC)Ci\1'ICJN
"AS BUil T"
RC£ ___ E)(P. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD
PlANNING '.JEPARTMENT 1----------+-------+----------------+---+----+-----+----t ~
l---+------+----------------~1----------+---r LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 25
1-------+--+--------------+---+-~---+--I I --, A VIARA PHASE II
t---+------+-------------+---+-------+--t----t :-I --======;z',==;4.=========c:::;;:;
APP~OV~,f(k~
1----------!1---'---t--------------------i-~-+---+-----+----ASSISTANT J1LANNING. □ECTOR
DATE NT\Al
ENGINEER OF WORK REVISION DESCRIPTION
OA TE INITIAL O-'TE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: I PROJE:CT NO. = :~;--: O;S0--37
2.2
2.3
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-
FLOWING, SUITABLE FOR APPLICATION WITH APPROVED
EOUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM
AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
16.D% MINIMUM
20.0% MINIMUM
0.0% MINIMUM
.8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC AND INORGANIC GRANULAR FERTILIZE.RS, FREE-FLOWING,
SUITAllLE FOR APPLIC/lTION WITH APPROVED EQUIPMENT, AND
SHALL CONTAIN THE FOLLOWING MINIMUM AVAIL.ABLE
PERCENTAGES BY WEIGHT Of PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
7 .0% MINIMUM
9.0% MINIMUM
4.0% MINIMUM
.9 PLANTING TABLETS SHALL llE TIGHTLY COMPRESSED CHIP TYPE
COMMERCIAL GRADE Pl-ANTING TABLETS, OF \IARYING SIZES WITH
THE FOLLOWING AVAIL1'BLE PERCENT1'GES BY WEIGHT OF PLANT
FOOD:
NITROGEN
PHOSPHORIC ACID
POT1'SH
20.D% MINIMUM
10.0% MINIMUM
5.0% MINIMUM
. 10 SOIL ENHANCER SHALL BE SARVON.
PLANTING BACKFILL:
PLANTING BACKFILL IS PER THE SOIL TEST REcCOMMENDATIONS AND
PLANTING ElACKFILL $HALL BE A THOROUGHLY BLENDED MIXTURE OF
EX:STING SITE SOIL AND SOIL AMENDMENTS Al THE FOLLOWING MIXTURE:
SOIL CO~DITIONER
SITE SOIL
114 CU. YD.
3'4 cu_ VD.
1 LBJPER CU YD. OF MIX IRON SULFATE
GYPSUM 10 LBS./PER CU. YD. OF MIX
STAKING MATERIALS:
STAK[S SHALL BE OF LODGE POLE PINE.. THESE SHALL BE STRAIGHT
SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BR1'NCHES AND STUBS,
OF UN:FCRM THICKNESS WITH 1' MINIMUM PIAMETE.R OF 2 INCHES, FREE OF
LOOSE KNOTS, SPLITS OR BENDS, STAKES SHALL BE NO LESS THAN TEN
(10) FEET IN LENGTH
GUYING l.'.ATERIALS:
. 1 GUY WIRE$ SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO 12
GAL/GE.
C.
FOR TESTING. SOIL TEST SHALL 1,1,EET THE FOLLOWING
RE OUIREWENTS:
E CE • 11.t.XIMUM 3.0 X 10.3
PH -l.'AXiMUM 7.5
A PERCENT Of ORGANIC MAHER SOIL TEST AFTER LEACHING
1.'1-Y BE REOU;RED BY AR:;;HITECT.
RE-APPLtC1'TION OF
OPERATION SHALL BE
SHOW A NEGATIVE
APPLICllTION OF A
OPEP.ATION SHALL BE
SOIL AMENDMENT A.ND LEACHING
REPEATED llY COtiTRACTOR IF 1ESTS
RESULT. EXPENSE. OF TEST, RE•
SOIL AMENJIIENT AND LEACHING
BORNE BY CONTRACTOR.
Q_ DEEP WATER LE.CHING SH1'LL llE DONE PRIOR TO THE
APPLICATION OF THE COhlMERCl1'L FERTILIZER ,-10-10.
E. ND PL ... NTING SHAtL BE INST.lLED UNTIL APPROV1'L HAS
BEEN GIVEN BY THE ,&.RCHITECT IN WRITING
C,._RE SHAlL BE TAKEN THAT THE RA-:'E O< APPLIC1'TION OF WATER
DOES NOT CAUSE EROSION OR SLUFFING or SOILS.
. S .ALL PE.PRESSIONS, VOIDS, E.ROSION SC.t.RS. ,._NP SETTLED
lRENCHE.S GENE.RATED BY THE DEEP WI-.TERING SH1'LL BE FILLED
WITH CONOITIONE.D lDPSOIL AND BROUGHT 10 FINISH GR,t,,DE.
3 4 FINISH GRADING;
. 3
.4
1 /Is M[S;.._BLUEPJW,J1
FINISH GR,t,,DES SHALL llE 1'5 INDICATED ON CIVIL ENGIN[E.R'S
DF.AWINGS.
FINISH GRADES SHALL llE I.IEASURED AS THE FINllL WI.TEA·
COMPACTED AND SETTLED SURF.I.CE GRADES .AND SHALL llE Wl";"HIN
PLUS OR t.\lNUS ll.1 FOOT OF THE SPOT ELEVATIONS AND GRADE
UN[S INDICATED ON THE. CIVIL ENGINEER"S DR.I..WING.
FINISH GRI.DE.S SHALL BE ME.I.SURED .I.T THE TOP SURFACE OF
SURFACE V.t-TE.RIALS.
MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT
ALL CHANGES IN SLOPE.
.ALL UNDUL.I.TIONS AND IRREGULI-.RITIES IN THE PLANTING
SURFACES RESULTING FROI.I TILLAGE, ROTOTILLING. AND ALL
OTHER OPERATIONS, SHALL BE LEVELED ANO FLOATED OUT
BE.FORE PL1'NTING OPE.RATIONS ARE INITi,t,,TED.
THE CONTRAC10R SHALL TAKE EVE.RY PREC1'UTl0N TO PROTECT
AND .A.VOID Pt-ll.1'GE TO SPRlt,KLER HEADS, IRRIGATION LINES, 1'ND
OTHER UNDERGROUND UTILITIES DURING GRADING AND
CONDITIONING OPERATIONS.
F"ourth Aven1,1e Corporate Center
1551 Fo1-1nl't A .... eriue.rSuite 200
Sen Di0go, CA 92101
1519) 239·2"50/FAX 239-0107
2.5
. 2 ANCHORS (DE.ADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES
X 4 INCHES OF SOLID LUMBER, 1· -6' IN LENGTH.
. 3 HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED
"RUllBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 INCH
IN DIAMETER. •
.<1 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING,
118 INCH IN DIAMETER AND FOUR FEET LONG. OF UNIFORM
THICKNESS,
. 5 TREE TIES SHALL llE BORDON CINCH-TIE OR APPROVED EQUAL
PLANT MATERIALS:
.1 NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS
HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN
"A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA",
PUBLISHED llY THE UNIVERSITY . OF CALIFORNIA, COLLEGE OF
AGRICULTURE, MANUAL 32 (19~3). SEE LIST OF PL"-NT 1,1.ATERIAL ON
DRAWINGS.
. 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG
STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE
FROM DISEASE, INSECTS, INSECT EGGS. AND MEET OR EXCEED THE
ME1'SUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO
THE ARCHITECT.
. 3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BOX
SIZES) SHALL HAVE GROWN IN CONTAINERS FOR ,t,T LEAST SIX
MONTHS, llUT NOT OYER TWO YEARS. NO CONTAINED PLANTS THAT
HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM
THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL
APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN llAlLS
SHALL BE PLANTED.
. 4 PRUNING SHALL NOT BE DONE, PRIOR TO PELI\IERY, EXCEPT BY
WRITTEN APPROVAL FROM THE ARCHITECT.
. 5 INSPECTION OF PLANT M1'TERIALS, REQUIRED BY CITY, COUNTY OR
STATE AUTHORITIES, SHALL BE A l'SESPONSIBILITY OF THE
CONTRACTOR, AND WHE.RE NECESSt.RY CONTRACTOR SHALL HAVE
SECURED PERM:TS OR CERTIFICATES PRIOR TO DELIVERY OF
PLANTS TO SITE.
. 6 PLANTS Sl-'ALL BE SUBJECT TO INSPECTION, AND APPROVAL OR
REJECTION, AT THE PROJECT SITE AT A.NY TIME llEFORE OR DURING
PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, L1'TENT
DEFECTS AND INJURIES.
REJECTED Pt.ANTS SHALL BE REIJIOYED FROM THE PROJECT SITE
IMMEDIATELY.
. 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS
SUBMITTED THAT ANY PLANT SPECfflED IS NOl OETAINtBLE, A
• 7 FINAL FIN:SH GRAPES SHALL INSURE. POSITIVE DRAltiAGE OF THE
SITE WITH ALL SURFACE DF.Alo-;AGE AW1'Y FROM BUILDINGS, WALLS,
AND 10\'it-RD f'OAD\'i.t.YS. DHAINS, AND CA1CH BASINS.
. i FINAL GRADES S'"!ALL BE ACCEPTABLE TO THE ARCH:ncr !;[FORE
P.ANTING 0P(•.ATl01'S WILL BE AlLOWED TO BEGIN
.9 P.ANTING SURFACES $~.ALL BE GRADED WiTH NO lESS Thf..N ONE
(1) PlRCENT SURFACE SLOPE FDR POSITIVE DR1':NAG[ AWf.Y FROIJ
ALL BUILDING~-
PLl'-NTING:
_ 1 THE LAYOUT Of LOCATIONS FOR PLANTS AND OUTLINES OF
GROUNDCOV[R TO BE PLANTED S'lALL BE ,&.PPROVED ON THE SITE
BY THE ARCHITECT, PRIOR TO Tl-IE.IA PLANTING.
.All SUCH LOCATIONS SHALL llE CHECKED fOR POSSIBLE
INTERFERE.NC[ WITH EXISTING UNDERGROUND PIPING, PRIOR TD
EXCAVATION or HOLES IF UNDERGROUND CONSTRUCTION OR
UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION Of PLANTING
AREI-S, OTHER LOCl<TIDNS FOR THE PL.1..NTING MAY BE SELECTED
BY THE .t.RCHITECT. DLt.'AGE TO EXISTING UTIUTl(S SHALL llE THE
RESPONSlfllLITY OF THE CONTRACTOR .
PLM:JIINC, JF<EES. SHRUBS, AN.Jl VINES:
Jo.. ALL E.XCAVATED HOLES SH1'LL H1'VE VE.RTICAL SIDES WITH
ROUGHENED SURFACES AND SH,OLL BE OF THE. t.llNIMUt.' SIZES
INDICATED ON DRAWINGS. HOLES SHALL f!E, IN ALL CASES,
LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT
INJURY OR BRSAK,OGE OF ROOT llALLS OR ROOTS.
B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STk:f<l~OF
ALL ACCEPT A fl LE SDIL ENCOUNTEREcD WITHIN THE AREAS TO
BE EXCAVATED FOR PLANT PIT$ AND PLANTING BEDS.
PROTECT ALL .t.REAS THAT ,&.RE TO BE TRUCKED OVER AND
UPON WHICH SOIL IS TO llE T(h\PDF.ARILY STA<:-l'et, PE."IDING
ITS RE-USE FOR TI-!E FILLING OF HOLES, PITS, AND BEDS.
C. EXCESS SOIL GENERATED FRO!.' THE PLANTING HOLES SH1'LL
BE SPREAD Qt, THE SITE .t.S DIRECTED BY THE ARCHITECT.
D. Pl.ANTS IN CAN CONTAINERS SHALL HAVE THE CANS OPENED
BY CUTTING VERTIC1'LLY Oti OPPOSITE SIDES OF E,tiCH CAN
WITH N\;RSERY C1'N OPENERS, TIN SNIPS, OR OTHER
,&.PPAOVED INSTRUMENTS FOR THIS PURPOSE. ,t,LL USED
CANS SH1'LL BE REMOVED TO THE STORAGE A.REA OR FROM
THE SITE DAIL¥.
E. THE PL1'NTS SHALL BE PLANTED AT APPROVED LOCt.TIONS
WITH THE HERElOFORE SPECIFIED CONDITIONER Jo.ND SOIL
PL.ANTH,G B1'CKFILL. NO PLANT EXCEPT GROUNDCOVE.R
SHi.LL llE PU,NTED WITHIN THREE (3) FEET OF SPRINKLER
PROPOSAL Will BE CONSIDERED FOR USE OF THE NEAREST
EQUIVALENT SIZE, VARIETY AND COST. All SUBSTITUTIONS ARE
SUBJECT TO ARCHITECT'S WRITTEN APPROV,t,L.
_8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK
SHOWN ON DRAWINGS.
. 9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION
OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, ANO IF
FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE
DEFECTIVE SAMPLE. '
. 1 D IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE,
WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT.
THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 6
PLANTS IN A L{":T.
. 11 HYDRO-SEED MIX AND MATERIALS SHALL BE AS CALLEO OUT ON
DRAWINGS.
. 1 2 GROUNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED
CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING.
.13 PRE-EMERGENT HERBICIDE SHALL BE SURF"LAN, TREFI..AN, DYMID OR
EQUAL.
.14 WEED CONTACT SPRAY SHALL BE ROUNDUP.
PAtsJ 3 · EXECUJIQ.l:,j
3.1 SITE PREPARATION AND WEED A81'TEMENT:
• 1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK
AND ERADICATING WEEDS.
. 2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO
COMMENCEMENT OF AtiY PLANTING OR IRRIGATION WORK.
3.2 WEED 1'BATEMENT
. 1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS,
ROCKS Jo.ND EXISTING WEEDS AND GRDWTH HAVE BEEN REMOVED
FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL
fE.RTILIZER 21-0·0 Pl;R .ACRE.
,:1 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE
D1'YS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE
WATERING FOR THREE (3) DAYS .AND SPR1'Y NON-SELECTIVE
HERBICIDE "ROUNDUP"' TO ERADICATE THE G(RMINATED WEEDS .
TRANSLOCATION OR APPROVED Pl;:RIOD SHOULD BE 7-10 DAYS_
NOTE: HERBICIDE. APPLICATOR SH1'LL BE LICENSED BY THE ST1'TE
OF CALIFORNIA.
F .
G.
I.
J.
K
HE.ADS. NO TREE SHALL BE PLANTED WITHIN S\X (6) FEET OF
SPR,NKLER HEADS
THE. PLt-NTS SHALL BE Pl.ACED IN THE PlANTING PITS ON THE
BACKFILL t,.ATE.RIALS WHICH HAS BE EN HANP·l t-MPE D AND
WATER HAS SETTLED TO THE ROOT BALL BASE LEVELS
PFUOR TO THE PL1'CE.ME.Nl OF THE PLANTS Af"TER SETTING
THE PLANTS. THE REV.AINING EACKFILL VATER!1'L SHALL BE
CAREFULLY 1.AMPED AND SETTLED 1'RDUND EACH ROOT SALL
TO FILL ALL VOIDS.
E1'Crl TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF
THE HOLE AND SHALL BE SET PL\;11,B AND HELD RIGIDLY IN
POSITION UNTIL THE Vi.ANTING EiACKFILL H.t.S BEE.N TAMPED
FROM AROUND E1'CH ROOT BALL.
.ALL PLANTS SHALL BE SET AT SUCH Jl LEVEL THAT AFTER
SETTLING, THEY BE."-R THE SAt,E RELATIONSHIP TO THE
SURROUNDING FINISH GRADE Jo.S THEY BORE TO THE SOIL LINE
GRADE IN THE CONTAINER, UNLESS OTHERWISE NOTED.
PLANTING TABLETS SHALL llE. PLACED IN EACH PLANTING
HOLE AT. THE FOLLOWING R1'TES:
(1 )-5
(1}·21
(3)-21
(5)-:11
(1)-21
GRt-M 'I .t.BLET
GRAM TABLET
GRAM TABLETS
GRAM TABLETS
GRAM TABLET
PER LINER AND FLAT SIZE PLANT.
PER 1-GALLON CONTAINER.
PER 5-GALLON CONTAINER.
PER 15-GALLON CONTAINER.
PER E.ACH 3' OF BOX SllE.
NO PL1'NT WILL BE Jo.CCEPTED IF THE ROOT BALL IS BROKEN
OR CRACKED. EITHER BE.FORE, DURING OR AFTER THE
PROCESS OF INSTALLATION.
ALL PLANTS SHALl BE THOROUGHLY WATERED IN TO THE
FULL DEPTH OF EACH PL"-NTING HOLE IMMEDIATELY AFTER
PLANTING.
L. .ALL TREES 15 GAL. AND SMALLER SHALL BE ST.AKE □ WITH
TWO LODGE POLE STAKES, DRIVEN INTO THE GRDUND ON THE
WINDWARD SIDE OF THE TREE. THE STAKES SHALL BE
DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE
TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT
DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES SHALL
BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE
8'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES
■nc.1;. """"'~ ,.;;i,1 ,,...,._.r,.1r,~ inc. g,....._..,_ vr JP~ ,.~ '""' in.:.. .:::)!r.r..L_
(SEE DicTAILED DRAWINGS.)
APPROVED
LNGINLEHING PLANCl-l[Cl<ER DATE
3.3
_3 RAKE AND HAUL OFF ,t,LL DEAD WEEDS TO 1/2 INCH BELOW THE
SURF.ACE OF THE SOIL-
•• IF PERENNIAL WEi'.OS OR GRASSES STILL EXIST, RE-WATER EVERY
OAY FOR FOURTEEN (14) CONSECUTh'E DAYS, UNTIL THE NEW
GROWTH APPEARS. RE-,t,PPI..Y A NON SELECTIVE HERBICIDE.
REcMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO
KILL.
SOIL CONDITIONING, FERTILIZING AND ROTOTILLING:
• 1 AFTER THE AREAS HAVE BEEN DEEP RIPPED TO A DEPTH OF 8
INCHES, THE FOLLOWING RATES OF SOIL CONDITIONING AND
AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL
PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN
AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING ,t, MINIMUM OF TWO
ALTE.RNATING PASSES. AMl::NDMENT MUST BE INTIMATELY BLENDED
WITH SOIL
.... SOIL CONDITIONER
SOIL SULPHUR
IRON SULFATE
GYPSUM
5 CU. YD. PER 1,000 SO. FT.
10 LBS. PER 1,0D0 SQ. FT.
20 LBS. PER 1,000 SQ. FT.
250 LBS. PER 1,000 SQ. FT.
R1'TE OF APPLICATION IS FOR BIDDING PURPOSES ONLY -SOIL
TEST M1'V REDUCE OR INCREASE TOTAL SOIL AMENDMENT
YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE
NECESSARY. THE RESULTS AND RECOMMENDATIONS OF THE
SOIL TESTING LABORATORY SH.A.LL llE SUllMITTED TO AND
APPROVED BY THE CITY.
B. FERTILIZER (COMMERCIAL): 1-10-10 SHALL BE APPLIED AT
THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND
SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE.
FERTILl:ZER SHALL BE APPLIED AFTER LEACHING OPERATION .
C. SARVON SHALL BE APPLIED .AT THE R1'TE OF 1 P'.NT PER 1,000
SOUARE FEET. SARVON SHALL BE APPLIED IN AREAS
INDICATED BY NOTES ON THE DRAWING.
. , TH.Jc THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING
AND INCORPORATION OF THE SOIL CONDITIONE.RS:AMENDMENTS
SHALL BE ACCEPTABLE TO THE ARCHITECT. FOR SLOPES 2:1 AND
STEEPER, OR AS PER THE OR1'WINGS, OMIT SOIL CONDITIONER
APPLICATION AND TILLING .
. 3 DEEP WATER LEACHING·
A. AFTER COMPLETE INSTALLATION .A.ND TESTING OF THE
IRRIGATION SYSTEI.'. AND APPLICATION OF SOIL CONDITIONING,
ALL ARE1'S SHALL BE DEEP WATER LEACHED .AND
COMPACTED 1'Nll SETTLED BY CONTINUOUS APPLICATION OF
IRF11GATIDN WATER UNTIL THE SOIL HAS RECEIVED A 11.l~IMUM
OF SIX INCHES OF WATER.
B. AFTER LEACHING OPEF.ATIO"N, FOUR SOIL SAMPLES SHALL BE
TAKEN BY 1'RCHITECT AND SUBMITTED TO SD'IL LABORATORY
THE DIAMETER OF THE TREE AND BY T 1'CKING THE SACK OF
THE TIE TO THE STAKE (SEE DETAILED DRAWINGS.)
ALL SPECIMEN TREES 2~" BOX AND Lt-AGER SHALL BE GUYED
AS DETAILED.
THE ST .t.KING AND GUYING SHALL BE ACCOMPLISHED IN SUCH
A MAIINER AS TO INSURE TH~ PROPER AND HEAL THY GROWTH
AND SAFETY Of THC: PLANTS, PROPERTY, AND THE PUBLIC.
SPECIFICATIONS
"AS BUil T"
DATE
INSPECTOR DATE
t-----t---+---------------l---l----l----l---l urJ --CITJAN~r CARLSBAD~,
::>EPAR"IMENT L~.12.J
----+--+---+---I I LANDSCAPE IMPROVEMENTS FOR:
1-----+---+---------__j_---+--+-------l--!· PL~-·~-:"-·'..:-~P'==L=1r~r~C,C-~N=A G=p=:=A R=s~=-A=II =25===!
APPR?'?.E~~,,./<-" ur-~ 0
ASS!STANT PLANNING DJRECTOR
t-~o-A=T[~+-~-,n-.,--1----------'----------------+--=--=--+-----If----+-----~ ~~o;WN;:::::=~B~Y;::: =1-··======;-,---;=-=-=-=-=-=:P-=::R-==O-=JE-=::-=C-=T-=-=N-=O-=.-=-=-=-=--~====~ •~ -DAlE INlllAL OAT[ ltllTIAI DRAWING NO.
ENGlNEtR Of WORK REVISION DESCRIPTION -0-=---.--,__:c"'ov"'-AL=-¼---=..:Cl.:.:.TY=--"'1'PR.L:c:o::;v:::,.;_'-= :~: ---(';_,j ?)O-31 :J2& 3j_ .
......... ----'---------;-, _____ ...J_ __ __J_ __ __J .. .:::::======::..::::::========:::::.:::====::::J
DATE
. 3
,4
lit, ~ES.<. BLUlPRIN"T
0.
p,
THE . ~j)NTRACTOR SHALL l!E RESPONSll!LE FOR ALL
SURFA\,-,; AND SUBSURFACE DRAINAGE REOUIRED WHICH MAY
\FFECT HIS GUARANTEE -OF THE TREES, SHRUBS, AND VINES.
PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL
TREES, SHRUBS, AND VINES WHEN NECESSARY TO PROVIDE
THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM
AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING
MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND
SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS
OVER 314 INCH IN DIAMETER SHALL BE PAINTED WITH
APPROVED TREE SEALANT.
0. ALL TREES 24" BOX AND L"-RGER SH"-LL BE SPOTTED AND
PLANTED WITH A CRANE.
R. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN
PLACE PRIOR TO THF. DIGGING Of THE HOLE.
PLANTING GROUNQC.OYERS:
A.
B.
c.
D.
E.
GROUNDCOVERS SHALL BE PLANTED IN THE AREAS
INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS
SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL
RE.MAIN IN THOSE FLATS UNTIL TRANSPLANTING.
ALL GROUNDCOVER PLl'.NTS SHALL BE PLANTED WITH SOIL
AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT
THE INTERVALS CALLED OUT ON THE DRl'.WINGS.
THE GROUNDCOVER PLANTS SHALL BE PLANTED
SUFFICIENTLY DEEP TO COYER ALL ROOTS AND A PLANTING
TABLET SHALL BE PLACED IN EACH PLANTING HOLE AND
SH ... LL BE IMMEDIATELY SPRiNKLED AFTER PLANTING UNTIL
THE ENTIRE "-REA IS SOAKED TO THE FULL DEPTH OF ALL THE
HOLES.
THE GROUNDCOVER PL.ANTING ARE.A SHALL BE HAND-
SMO':>THED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH
FINAL FINISH GRADE.
GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN
PL.ANT STEM WHERE SHRUBS AND TREES ARE PLANTED.
~j'DRO·SH.QLNG SHRUBS TREES AND GF\OVNDCOY_EB..S..;
A. HYDRO·SEED SHALL llE APPLIED IN THE AREAS INDICATED ON
THE DRAWINGS AND AS CALLED FOR PFR MIX.
I!. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED
FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF
PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPE;:R
Fourth Aven~e Corpor.c1tl:' Cs-nler
1551 Four1h Avenue/Suite 200
$1;1'1 DietJO. CA92101
(619) 239-NS0/FAX 239-0107
~ Arc:hitECt..Jre • Pla.rmlf'll:sl
c_
D.
E.
..
HYOROSEEOER" TYPE AS APPROVED BY THE ARCHITECT.
THIS EQUIPMENT. SHALL HAVE A BUILT-IN AGITATION SYSTlcM
WITH AN OPERATING C"-PACITY SUFFICIENT TO AGITATE
SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING
l,~00 POUNDS---OF -MULCH ANO SEED. --THE --··sLURRY
DISTRIBUTION LINES SHALL BE Ll'.RGE ENOUGH TO PREVENT
STOPPAGE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE
SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM
CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A
TRAVELING UNIT WHICH WILL PLl'.CE THE SLURRY TANK AND
SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE "-REAS
TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION
WITHOUT WASTE.
APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE
THE EQUIPMENT OPERATOR SHALL SPRAY THE SOIL WITH A
UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE
APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, SO
AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD
UPON El'.CH OTHER, UNTIL "-COMPLETE, EVEN COVERAGE
COAT IS ACHIEVED .
HYDRO·SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES
20 -24 DAYS AF1ER PL ... NTING OR UNTIL THE NEW GROWTH OF
THE PLANTS IS SUFFICIENTLY WELL-ESTABLISHED AS PER
ARCHITECT'S APPROVAL.
HYDRO-SEE.OED AREAS SHALL BE PROTECTED AGAINST FOOl
TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO·
SEEDING IS COMPLETED BY PLACING WARNING SIGNS MW
"TEMPORARY TWINE AND FLAGGING AROUND THE AREAS.
f. RE•HYDRO•SEEDING OF BARE AREAS SHl'.LL BE DONE THIRTY
('.lO) DAYS AFTER INITIAL APPLIC"-TION.
H ERSICIDE .t.PPLIC ATION:
PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS
ONLY BY "-HERBICIDE APPLICATOR LICENSED BY THE STATE OF
CALIFORNIA AND IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS. ARCf!ITECT SHALL BE NOTIFIED AND PRESENT AT THE
TIME OF THE "-PPLICATION.
3.7 CLEAN UP:
AS PROJECT PROGRESSES. CONTF.ACTOR SHALL 1/.AINTAIN ALL ARE.AS IN
A NEAT MANNER 1'.ND RicMOVE UNSIGHTLY DEBRIS AS NECESSARY AFTER
COMPLETION OF PROJECT, CONTRACTOR SHALL REt,AOVE ALL DESRIS AND
CONTAINERS USED IN ACCOMPLISHING WORK HE SHALL SWEEP -ANP
CLEAN "-LL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO
PLANTINGS.
. .
SPECIFICATIONS
"AS BUil T"
RCE ___ EXP. DAT£
APPROVED REVIEWED BY:
[NGIN[Ef11NG PLANCHECKErl DATE INSPECTOR DATE
~===+===t=======================t===±===±===:±===1 l_~,z=-··.'....':l =c=i=r=!=--=~=A9=N=r=G =~=t=p~=~=EN=~=A=D=:::!_~u-~~J
LAPLANNING0 AER EAS~~R: --· 1
AVIAR PHASE II ;
__J
APPRO ~ 1-12-f,
ASSISTANT Plf<NN DATE
OATE INflW.1-------------------+-o-,._--=n:=----+--IN-I_TI_AL____j~D-,..-n:-+-IN-ITI_Al._J ~D:;iWN~~tl~Y~,== __ =_=_=::jir=~P~R~O~JE~C:;T~N=c0;::.::7=:::;-;:::;D:::P:--::l,,::Wl::N=G=N=O~.
0,QN[ER Of' WORI( REVISION DESCRIPTION CHKD BY: --GT ,q,,-,, 31 -Q,,.. ,,al OlHrn N'PROVAl. CrTY AJ'f'ROVAl. RVWD BY: ..JJ J,:;v;J-t..fi---~
.
PLANT LEGEND
SYMBOL BOTANICAL NAME COMMON NAME
TREES
SHRUBS
CEA. 'FRO.' CEANOTHUS 'FROSTY BLUE' N.C.N.
RHU. OVA. RHUS OVATA SUGAR BUSH
GROUND COVER
NOTES:
DELOSPERMA ALBA
GAZANIA SPLENDENS
'SUNRISE YELLOW'
ACACIA REDOLENS
•
HYDROSEED MIX #1
WHITE TRAILING ICE PLANT
YELLOW CLUMPING GAZANIA
N.C.N .
1. AREAS 3:1 OR FLATTER SHALL HAVE MULCH 3" IN
DEPTH. (SHALL BE SIMILAR OR EQUAL TO) FOREST
HUMUS, SEQUOIA PLANTING MIX, SHREDDED CEDAR
BARK.
2. JUTE MATTING ON SLOPES SHALL BE REQUIRED WHEN
PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15.
3. TREES AND SHRUBS ARE TO BE SELECTED FROM THE
FOLLOWING NURSERIES. FINAL APPROVAL OF PLANT
MATERIALS WILL BE BY LANDSCAPE ARCHITECT (ONA,
INC.).
Bergen's
John Stryker
(714) 528-0761
Cunnlnghams
Larry Cunningham
(714) 646-7191
Hillcrest
Russ Kelly
(1-800) 245-1276
Pardee Trees
Ben Dunca
(619) 756-3691
Nakase Bros.
Joann Shurlock
(714) 855-4388
Sea Tree
Jim Musselman
(714) 586-8028
Springtime
John Hatch
(619) 455-6810
Norman's
Sunnyslope
Beth Stewart
(714} 532-1440
Pacifi ~ Coast Nursery
Jim Borer
(714) 544-3001
Valley Crest
Laurie Borer
(818) 367-5803
Yasuda
Nancy Anderson
(619) 943-1442
Chip Uever
(619) 262-0555
Fourth Ave!'lue Corporate Ceriter
i.551 Fo1,.111ti Aven~e/Sulte 200
Sart Di&go, CA 92101
{619) ,'39-2450/FAX 239-0107
Landscape A,ch1€du,e. Plamr,;i #9/ v29
SIZE
5GAL
5 GAL
FLATS
FLATS
1 GAL.
COMMENTS DET. NO.
FULL, BUSHY. GOOD COLOR A
FULL, BUSHY, GOOD COLOR A
PLANT @ 12" O.C. C
PLANT @ 1 2" 0 C. C
.
PLANT @ 20' O.C. C
SEE THIS SHEET FOR TYPE OF MIX
HYDROSEED MIXES:
HYDROSEED MIX #1 / COVER CROP
BOTANICAL SEED NAME
Alyssum 'Carpet of Snow'
Alyssum 'Royal Carpet'
RATE: LBS/ACRE
4 lbs.
4 lbs.
The following materials shall be in the mix:
Mulch -Conweb Fiber
Binder • Terra Tac #3
Fertilizer 16-20-0
2,200 lbs./acre
150 lbs.lac re
400 lbs./acre
A
-
':·' . ;~~-;.-
. f
..
' '
2.x.
-
P-UB
g __ OfE j'1/ff
Mt+-lUF. SfEC -,
Pl.bTel,.LL -'2t::."-T c~ N
r ~IVc Fl I -G, ,......___.._
_ I -------~--~'-----'--'---'-1''-'1/FT.c....:..:...... ----
SHRUB PLANTING ON SLOPE
N.T.S.
PLANTING DISTANCE SCHEDULE
FEET ON QENTER ROW DISTANQE SET BAQK
'X. :.e..: '.C..'.
8" 7" 7"
1 '·0" 1 0.5" 11"
1'-6" 1'-4 .. 1-0"
2'-0" , •_g .. 1 '-6"
3'-0" 2' -6" 2'-6"
6' .. Q" 5'-2" 5'-6"
1 0'·0" 8'-8" 9'-6"
PLANTING GRID
• • • • • • -~ [IJ • • • • • • • • • • • • • • • • • • • • • -~ • • • • • • • • • • • • • • • • • • • • • •uj-
GROUNDCOVER PLANTING
N.T.S.
APPROVED
ENGINEERING PLANGHECKEfl D/ITE
1111 k ~· Ul n lJ ,L
B
"/ /N.
f2X
~[.....
:r TDF q= Si/--'-1L.i=,
f-$ NH !=.P-S 1✓ 1=1:E~
L1PPa:'-f n~E)
,~J bl-8"1
I ~
,Spl;::CS.
1eonn-1
IU.....t1IX.
-SF-1 I 11 ~
TREE PLANTING & STAKING
N.T.S. ON SLOPE
"AS BUil T"
RC£ ---EXP. __ _
REVIEWED BY:
INSPECTOR
DATE
DATE
J----+----+---------------1----+--+----+--------t ~ CITXAN~lfG ~~~]AD w
LANDSCAPE IMPROVEMENTS FOR: l
PLANNING AREA 25
. " /;2A v'!f\R~ P_ljASE II I
-APPRO~ ~ 22'.Jwn-!i-" 7-IZ-93
ASSI NT P, NNING DIRE . OR DA TE
ll A 1t llillV,1..
DIGINEIR Of -REVISION DESCRIPTION
O.o. IE INl'IIAL
OTHER APPROVAL an APNtovAJ..
OWN BY: ---PROJECT NO. I DRAWIN. G NO.'
CHKD BY: --, C,,-9:) ~ 37 _5. Q/ ,-:5.l-.. RVWJ BY: / 'E-'4' :,;·1-....;=;;...-=1... ______ __:. _________________________________________________________ _