HomeMy WebLinkAboutDWG 326-4L; CT 90-34; AVIARA PA 27; 01-14PLANS FOR THE
IRRIGATIO AND PLANTING OF: AVIARA-CT 90-34 •
GENERAL NOTES:
1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK
CONSUL TANT (619) 438-11621, EXTENSION #422-1, 72
HOURS (THREE WORKING DAYS), PRIOR TO STARTING
CONSTRUCTION.
2. 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.
3. ALL REDUCED PRESSURE 8ACKFLOW 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 MAINTENAl'ICE, 405 OAK
STREET.
4. 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 AND PLANTING SHALL TAKE PLACE AS
GRADING PROGRESSES.
D. THE SCHl;';DULE SHALL SHOW TIMING OF
CONSTRUCTION OF FREE-STANDll'IG, RETAINING AND
CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING
AT EACH LOCATION IS ACHIEVED.
S. IRRIGATION:
A. INSTALLATION OF IRRIGATION AS SHOWN ON THE
APPROVED PLANS SHALL COMMENCE WJTHIN 10
DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING
PLANS.
6. PLANTING:
A. PLANTING AND IRRIGATION FOR THE AREAS
DESCRIBED ABOVE SHALL BE
COMPlETELY li'ISTALLED, AS SHOWN ON THE
APPROVED PLANS, WITHIN 30 DAYS AFTER THE
IRRIGATION INSTALLATION FIRST COMMENCES.
7. SLOPE PLANTING STANDARDS AND APPLICATION:
A. JUT\: MATTING ON SLOPES SHALL BE REQUIRED
WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND
APRIL 15.
B. SLOPES 3 FE!cT OR LESS IN VERTICAL HEIGHT AND
ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE
A MINIMUM STANDARD #1 (COVER CROP A..l':L[!
JUT ED).
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 6 FEET IN VERTICAL HEIGHT
REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH),
112 (GROUND COVER), #3 (LOW SHRUBS), AND #4
(TREES ANO 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.
I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BV THE CITY OF
CARLSBAD IS CONFINED TO REVIEW ONL V AND DOES
NOT RELIEVE ME AS THE LICENSED DESIGNER OF WORK
OF MV 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
APPROV RELATED TO ANDSCAPING.
DATE: &>/2j /qq._
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PHASE II BLOW-UP 'f=======~CAQLQ::,A[)l'R
AYlARA Pi-IP-SE TI
fF'--D.JECT SITE==,
'fDI tttTl7 A-lJ.N
OCEANSIDE
------------------------------------------------------I ---------------~
PROJECT LOCATION MAP
N.T.S.
18 -f'-..:--=.-------~ 11\S~ .
. '
ENCINITAS
,)
VICINITY MAP
Fourth Avenu11 Corporate Centor
1551 Fourth Avaooe/Sutta ~
SO.n OleQo, CA92101
C619) 239-2450/fl>J( 239-0107
Londscapo -• Plarring
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~-_..--IRRIGATION SHEET NO.
~----PLANTING SHEET NO.
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
11 -13
14
GENERAL NOTES CONT.
E. TEMPORARY/SPECIAL CONDITIONS: AREAS GRADED
FLATTER THAN 6:1 REQUIRE STAl'IDARD #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 VISJBlE
AREAS TO THE PUBLIC OR HAVE SPECIAL
CONDITIONS THAT WARRANT IMMEDIATE
TREATMENT.
F. AREAS TO BE HYDROSEEDEO 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.
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-BUILT$:
A. PRIOR TO RELEASE OF BONDS, AS-BUil T
LANDSCAPE PLANS FOR THE BONDED WORK SHALL
BE SUBMITTED TO AND APPROVED BY THE CITY.
B, 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 TREES THAT ARE
TO BE SAVED ON AVIARA PHASE II.
i\PPF(O \1ED FO }1 PLl\NTING
.-'\KD IRRIGATION ONLY,
INCIJUDING PR1~CISE
LOC1\TION OF' PLANTING
.4-REl\S_
"AS BUil T"
RCE ___ EXP. ___ _
REVlEWE:O BY:
INSPECTOR
.-------,---t----------,------------l----4-------4----+--___. ~ CIT)' 0 r' CARLS BAD Ll__J PLANNING OEPARTME.NT
...
DATE
DATE
; LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 2 7
t---t--t----------------+----l-'---+---+-----1 t'E2-"='1--t7 IA R ASE 11
7-2
ASSIST
r--=;;c-r;;;;-;:;-;-;--t-----------------:---+---l-------1 ·01-,1-1 BY; __ _ DATE l'lrTIA.L ~AT!' IN,TIA.L DAIT · INITl<J.
REVISION DESC.RIPTION C''.i<D BY, -OTl-<LP A"?~~ c,,Y ~PROV~L. '<VWO BY: ENCi"= if. WOR~
I -PROJECT NO. ±J DR,\V.INS "IL'.
--.CT .. 9D::-..34-.32w-4-l----.
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SEELANDSCAPEIMPROVEMENT----11-'----+----L..1
DRAWINGS FOR CARLSBAD TRACT \.
NO. 89·37 AVIARA PHASE 11 FOR 1 ''
EXISTING IRRIGATION SYSTEM
-SEE SHEET 9 DRAWING
NUMBER 318·9L
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NOTE: -~--_...lr\-~ IRRIGATION MAINLINE FOR ALL-/, () T '
06:534\uJ
40'
RESIDENTIAL LOTS SHALL BE 1'..'.
SCHEDULE 40 PVC.
WATER METER SHALL BE 3/4" SIZE
BACKFLOW PREVENTER AND
PRESSURE REGULATOR SHALL BE .l'.'.
SIZE W PRESSURE REGULATOR SET
@ 75 PSI (-sr=e t::efA//.--LI S/-tT.E;;>J
(Av,AI~ srJ<nc 'f'?Po-Su~
l:S 125 P"S.l J
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' ______ SEE LANDSCAPE IMPROVEMENT --------------t-~ DRAWINGS FOR CARLSBAD TRACT
_ _.-------------NO. 89-37 AVIARA PHASE II FOR
__..--EXISTING IRRIGATION SYSTEM
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Fourth Avenue Corporate Center
7 551 Fourth Avenue/Suite 200
San Diego, CA92101
{619) 239-2450/FAX 239·0107
--/fg/ ~o 32
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APPHOVED
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ENGINEERING PLANCHECKER
nArr l~lllAI
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O' ----40'
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
AND OWNER.
80' 120'
GRAPHIC SCALE: 1" ~40'
/1.l7 .l)F?CJ\1ED F'0}1 })l,!\N'T'INC;
1\NI) JF(FzIG1t'I'JOi\J ONI.'{,
INCLlJfJINC: P"R"FCTS~
LO C/\rJ'IO K O }' I)LA_NrrING
.4.I-1EA.S.
IRRIGATION PLAN
II AS BUILT"
RU L X r', DATE
R[Vl[wlD BY
'NSPECHJR DATE
----------------------+-----+----~----l c1TY oF ·cARLSBAITT Sl,EETS
PLANNING DEPARTMENT ~j 4 --------------------------------------------
APPR
--
DA TE INITIAL )A-E INITIAL
--·--·--·-.. ·-·--·----_,_,, _____ . ------·------·-·-----··-----·---·--
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 27
-~IARA PHASE II . % . -
REVISION DESCRIPTION nHH"R A~PRnVAI CITY APPROVAL
~
SEE LANDSCAPE IMPROVEMENT_,,~-
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING IRRIGATION SY.STEM
SEE SHEET /0 DRAWING
NUMBER 318-9L
(,\106594\G4
j_"" ::: 40'
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WATER METER SHALL BE~ SIZE·
BACKFLOW PREVENTER AND
PRESSURE REGULATOR SHALL BE 1:
SIZE W PRESSURE REGULATOR SET
@75 PSI (~te:r.t-.1L1 l-~ SITT.&)
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Key Map
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 .
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Fourth Avenue Corporate Center
APr0 ROVED
C:NGINE:C:rilNG PLANCHECKU1 DATE
O' 40' 80' 120·
GRAPHIC SCALE: 1" =40'
.A[] !) Fe C) \TC D ? 0 I< r) L A.J'~ ~r IN c~
/\.N JJ IRRI c; .4.'f JC) N
INCIJUIJING
0 Kl//,
PRf<_:c:ISF~
P.L1-\N'TING ·1· (_·1 c··, 11 'I, ·1· 0 N
__ J ; _, .c~. , . -. l
IRRIGATION PLAN
HAS BUIL T0
RC:: -·--·-·· F.XP DAil
REVl[w[J BY
l'ISPECl □R JATE
0-------,f----+-·--·--·-. ··--· -.. -.. -------·---·-----.--._-_ -....... -... _-__ :_--_-_· __,--:-=--=--=--=--=--=--=.'=--=--=--=,:-=--=-: ~ CITJAN~~ ~fr~~N~AD u!]
0-------,f----+----.. -· ------·-----····--
LANDSCAPE IMPROVEMEN'TS FOR:
PLANNING AREA 27
A VIARA PHASE II
1551 Fourth A'w'enue/Suite 200 o-------,f----+--·---·-· ·----------·-·--···---APP
San Diego, CA 92101
(619) 239·2450/FAX 239·0107 I----. --·--
Landscape Archrlecture • Planning -/f 9/---o 32 CAH 1N:11A1
f:NCINH.R OF 'N'J,;.,_K
··-·-·--·--------.. ····--------+--------+----+--
-··-···-··-··•---+----------
DATE : I~ TIAL
REVISION DESCRIPTION OTH[R APPROVAL C TY APPROVAL
ASSI
L'.:
l)~W~N~3~Y~--~~--P-R_O_J_tc_r_N_0_._~13D~,~~AN? CHKLJ 8Y GT 90-34 ,<.lp ~
RV\JD 3Y,
t.A ..i£S.a.6~Ut:"111Hl
., __ ·-..... ,.-~·---. -.,: =-•, -·1 ~, -u --
SEC710N 02441
IBllli,ATJQ!iBY.SlliM
PAB.U -GENERAL
1 1 SCOPE:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSf'ORTATION AND EQUIPMENT
NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED.
OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS RFOUIRED BY GOVERNING
AUTHORITIES. AU ON SITE. RECLAIMED WATER PIPING SHALL BE INST AlLED IN ACCORDANCE WITIJ
THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, AND
REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THI:
MANUFACTURER'S NAME OR TRADEMAR~. NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING
Tl IE PRESSURE RATING. THE GENERAi_ CONDiTIONS AND DIVISION 1 APPLY TO THIS SECTION AS
FULLY AS IF REPEATED HEREIN.
PERMITS AND I ICENSES
UNLESS OTHERWISE STATED. SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING
PAYMENTS OF CHARGES AND FEES, GIVE Rl:QUIRED NOTICES TO PUBLIC AUTHORITIES, AND
VERIFY PERMI1S SE:CUREO OR ARRANGc:MENTS MADE BY OTHERS AFFECTING THE WORK OF THIS
SECTION. WATER METERS AND POWER METERS WILL BE THE RESPONSIBlclTY OF THE OWNER
AND /OR HIS REPRE'SENTATIVE FOR INSTALLATION ANO PERMIT FEES.
1 .1 .1
_1
2
1 1 1.2
1 2..
.1
.2
RELATED WORK
LANDSCAPING SECTION 02480
COMPLIANCE TO CITY OF CARLSBAD POTABLE WATER STANDARDS
OUAl IIY ASSURANCE
OUAI IFICATIONS OF INSTAI LERS
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 MATERIA!_
MANUFACTURE'S RECOMMENDED METHODS OF INSTALLATION, TIJE CITY 01'
c_ARLSBAD POTABLE WATER STANDARDS AND WHO SHALL DIRECT All WORI(
PERFORMED UNDER THIS SECTIDN
CODES AND STA"lDARDS
IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS,
COMPLY WITH THE LATEST RULES OF THE STATE OF CALIFORNIA, DIVISIONS oc
INDUSTRIAL SAFETY. FOR ALL MATERIALS. REFER TO THE LATEST EDrTION OF THI:
GREEN BOOK STANDARD SPE'CICICATIONS FOR PUBLIC WORKS CONSTRUCTlotJ
WHERE APPLICABLE. THE..cJ.TY OF CARLSBAD POTABLE WATER STANDARDS,
LATEST EDITIONS AND RULES AND REGULATION FOR POTABLE WATER SERVICE l!J
THE CITY OF CARLSBAD LATEST EDITIONS ARE INCORPORATED UNTO THESE
SPECIFICATIONS BY REFERENCE WHERE POTABLE WATER IS PROPOSED.
SUBMITTALS
1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK SU8Ml1 CATALOG
DATA ANJ FUU_ DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFEREl-,'T THAJ-.: THOSE
SPECIFIED IS REQUESTED SUBfllT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING
MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS
MATERIAL HAS BEEN PREVIOUSLY APPROVED
2 SUBMIT MATERIAL LIST USING THE FOUOWING LAYOUT (DOUBLE SPACED BETWEEN EACH
ITEM)
ITEM
1.
2.
3.
DESCRIPTION
PRESSURE MA!NUNE
SHRUB HEAD
ETC.
MANLJfACJUREB MODEi No
l.ASCO SCH.40
RAINBIRD 1806-12F
ETC. ETC.
.3 EOUIPMENT OR MATERIALS !!\STALLED 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 OWNERIDcVELOPMENT,
.4 APPROVAL OF ANY ITEMS. ALTERNATIVE, OR SUBSTITUTIO"l INDICATE ONLY THAT THE
PRODUCT($) AP?ARENTl y MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS or,
THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED.
.5 THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF SUBSTITUTED ITEMS IF
SUBSTITUTION PROVES TO BE UNSATISFACTORY. REPLACE IT WITH ORIGINALLY SPECIFIED ITEIJ..
AT NO COST TO THE OWNER/DEVELOPMENT.
1.!, GUARANTEE:
.1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING
DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPAIRED OR REPLACED AT NO COST TO THI:
OWNER/DEVELOPMENT 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 TKAT THE IRRIGATION SYSTEM WE KAVE FURNISHED A"lD INST ALL ED FOR (PROJECT
NAME) IS FRE:E FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEi,
COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND
TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE 10 REPAIR OR REPLACE ANY
DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR
FROM DAlE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM
THE REPAIRING OR REPLACING OF SUCH DEFECTS Al NO ADDITIONAL COST TO lHE
OWN[RiDEVELOPMENT. WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A
REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS or
WRIHEN NOTICE IN THE EVENT OF OUR FAlcURE TO MAKE SUCH REPAIRS OR REPLACEMENTS
WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THf;
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.
B. PROJECT: (PROJECT NAME)
C LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY)
SIGNED, __________ ~_TITLE:
ADDRESS
TELEPHONE·
DATE AND
SIGNATURE. ___ _
1.4.1
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OBSERVATION:
INSPECTION SCHEDtJI E
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 AND/OR OBSERVATION OF THE LANDSCAPE
ARCHITECT OR LANDSCAPE COORDINATOR. THE CONTRACTOR IS RESPONSIBLE
FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR,4NPJr!l:.,;;.fl1'~~~
I1-/ADVANCE FOR THE FOl..lOWING INSPECTIONS. ACCORDING TO THE TIME INDICATED: IN:,f~ -----------·
Pf1E✓OB CONFERENCE -7 CALENDAR DAYS A.
B.
C.
D.
E.
F_
G,
LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING 32 HOURS
PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS
LATERAL TRENCH DEPTH CHECK -32 HOURS
COVERAGE TEST -32 HOURS
FINAL INSPECTION -48 HOURS
NOlif-'Y THE CIJY OF CARLSBAQ 24 HOURS IN ADVANCE OF BEGINNING OF
WORK
H. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BcG:NNING
CONSTRUCTION.
WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE
ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF \'/HEN AND BY
WHOM THESE INSPECTIONS WERE MADE.
NO INSPECTION WIU COMMENCE WITHOUT AS-BUil T DRAWINGS IN Tl-IE EVENT THE
CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT
COMPLETING PREVIOUSLY NOTED CORRECTIONS. OR WITHOUT PREPARING THE
SYSTEM FOR INSPE:CTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REIMBURSING THE LANDSCAPE ARCH11ECT OR TI-1E LANDSCAPE COORD!NATOR AT
THE RATE OF $95 00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE
INCONVENIENCE NO FURTHER INSPECTIONS WILL BE SCHEDUl ED UNTIL THIS
CHARGE HAS BEEN PAID.
TESTING:
GENERAL,
FURNISH AU NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING
REQUIREMENT
CORRECT ALL DEFECT 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 BACKFIUED UNTIL IT HAS BEEN INSPECTED, TESTED, AND
APPROVED.
FURNISH NECESSAHY 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 CONTROL
VALVES, HOSE BIB, OR OTHER VALVE ASSEMBLIES,
ADJUSTING SYSTEM
THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS AND VALVES
FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS
ROADWAYS, BUILDINGS, WAUS ANO OTHER STRUCTURES AS MUCH AS POSSIBLE '
IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRR13ATION EQUIPMENT OR NOZZLE
CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL
SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE
ADJUSTMENT MADE. PRIOR TO PLANTING.
ADJUST CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE
SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMl~ENcJED BY SPRINKLER
MANUFACTURER
C.OYERAGE TEST
WHEN THE IRRIGATION SYSTEM IS COMPLETED. PERFORM A COVERAGE TEST IN THE
PRESENCE OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR TO
DETERMINE IF THE WATER COVERAGE FOR PL.ANTING AREAS IS COMPLETE AND
ADEQUATE FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO
CORRECT ANY INADEOUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS
OR WHERE THE SYSTEM HAS BEEN WILLFUU Y 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 SHAU BE ACCOMPLISHED BEFORE Am GROUND COVE.fl
IS PLA"lTED uf1T OFL,<,.1'-lSVb l-Al--trc6Cf, ~ ;;_ ,NSflcc...TOIZ.5rlJ-.I-L ~c~
~T Tll--H:' D'F ~!' ie6f.
El"IA\ ACCEPTANCE
WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED. INCLUDING
TESTING ADJUSTMENTS. ADDITIONS OR DELETIONS. THE CONTRACTOR WILL NOTIFY
THE OWNER FOR FlNAL INSPECTION AND APPROVAL FINAL ACCEPTANCE BY THE
OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF
WARRANTY.
MINOR ADJUSTMENTS
MINOR ADJUSTMENTS (LEVELLING AND CLEANING SPRINKLER HEADS. VALVE
BOXES, ETC INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THE
OWNE.R AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD
RECOR:) DRAWINGS:
RECORD DRAWINGS
RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW AU 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 ttJ
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 AND 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 Otl
DRAWINGS SHALL BE 114 INCH IS SIZE
/
.7
.8
1 {i>,2
.1
1-(,.3
-1
1.T
1.,.2
j_J_3
1.7.4
1.1 5
1.1 6
1.7 7
1.7 8
1.79
1.-710
1 . .r.11
j
UPON COMPLETION OF EACH INCREMENT OF WORK. ALL REQUIRED INFORMATION
AND DIMENSIONS SHAU BE TRANSFERRED TO TI-IE 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 VALi/ES
E. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT)
MAINTAIN AS BUILT DRAWINGS ON THE SITE AT ALL TIMES THESE DRAWINGS ARI:
SUBJECT TO INSPECTION AT ANYTIME.
MAKE AU CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BAUPOINT PEN) USE
ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL
BE RECORDED IN A LEGIBLE AND PROFESSIONAL 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 MANUAi S
PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO
COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE
MATERIAL IN COMPLETE DETAIL AND SUFFICIENT QUANTITY, PROPER~ Y PREPARED
IN FOUR (4) INDIVIDUAL BOUND COPIES DESCRIBE THE MATERIAL INSTALLED IN
SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO
UNDERSTAND. OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS
LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM
INSTALLED. EACH MANUAL Sf-lALL INCLUDE THE FOLLOWING:
A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER
8. DURATION OF GUARANTEE PERIOD
C LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER'S
LOCAL REPRESENTATIVE
D. 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
CHECKLIST
COMPLETE THE FOLLOWING CHECKLIST AT TI-IE END OF THE PROJECT, USING THE
FORMAT SHOWN:
A. PLUMBING PERMfTS (IF NONE REQUIRED, SO NOTE)
B. MATERIALS APPROVAL
C. PRESSURE MAINUNE TEST (BY WHOM AND DATE)
D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE)
E. MATERIALS FURNISHED (RECEIVED BY AND DATE)
F. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND
DATE!
G. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE)
FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR
LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT
GENERAL REO\JIREMENTS
doDE 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 :n-tE COl'-/TR.ARY IS GRANTED BY THF AGENCY.
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.
.CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE: __ 1,S,CATIONS SHOWN or,
THE DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES
CAUSED BY ACTUAL SiTE CONDITIONS
SCALED DIMENSIONS ARE APPROXIMATE BEFORE PROCEEDING WITH ANY WORK,
THE CONTRACTOR SHALL CAREFUU Y CHECK AND VERIFY AU DIMENSIONS
PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE
DIAGRAMMATIC ANO INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL
INSTALLATIONS,
ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHE,S FROM EACH
OTHER. AND FROM LINES OF OTHER TRADES, PARALLEL LINES'SHALL NOT BE
INSTALLED DIRECTLY OVER ONE ANOTHER.
DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF
DISSIMILAR METAL MATERIALS
POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS
CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES,
ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION
PERMISSION TO SHUT OFF ANY EXISTING IN"USE WATER LINES MUST BE OBTAINED-48
HOURS IN ADVANCE. IN WRITING FROM THE OWNER/DEVELOPMENT. THE
CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT,
AS TO THE EXACT LENGTH OF TIME Of EACH SHUT-OFF.
CONTRACTOR SHALL ACQUAINT HIMSELF WITH AU SITE CONDITIONS.
THE WORK SHALL BE ACCEPTED IN WRITING V.'HEN THE ENTIRE SCOPE OF WORI(
HAS BEEN COMPLETED SATISFACTORILY TO TI-IE OWNER. JUDGING THE WORK. NO
ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS WILL
BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER
WHEN M'Y 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.
Wf-lEN CONl'LICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL.
THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL
AUTHORITY ALL ITEMS OF THE PROJECT
APPROVED
ENGINEERING PLANCHECKER DATE
PART 2 -PRODUCTS
2.1
2.1. 1
-,
2
, .1.2
, 1
2
1
:, 1.4
.1
2
2.1.5
'1
2 1.6
.1
2 1.7
2 1.8
.1
2.1.9
Z.1.10
2.1.11
2.1 12
.1
2
MATERIALS:
PIPING PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE
NOTED.
POLYVINYL CHLORIDE PIPE PQTABLE·
(1) PVC PLASTIC PRESSURE LINES: f-OR PIPING UPSTREAM OF REMOTE CONTROL
VALVES AND QUICK COUPLERS. ALL ONE AND ONE HALF (1-1/2) INCHES AND SMAUE
SHALL BE TYPE 1, GRADE 2, (IMPACT MODIFIED). DESIGNED AS ASTM 1785-76.
SCHEDULE 40.
(2) PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE
CONTROL VALVES. TYPE 1, GRADE 2, (IMPACT MODIFIED). AS DESIGNATED AS
PVC 1220, CLASS 200, (SDR21). CONFORMING TO COMMERCIAL STANDARDS
CS256-63
BRASS PIPE SHALL BE !PS STANDARD WEIGHT 126 POUNDS. 85% RED BRASS.
FITTINGS A"lD CONNECTIONS;
POLYVINYL CHLORIDE PIPE FITTINGS ANO CONNECTIONS: TYPE Ii, GRADE 1,
SCHEDULE 40 HIGH IMPACT MOL:)ED FITTINGS, MANUFACTURED ff1OM VIRGIN
COMPOUNDS AS SPECIFIED FOR PIPING. TAPERED SOCKET OR MOLDER THREAD
TYPE SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS.
MACHINE THREADEcO FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT
ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING
INFOf<MATION· NOMINA_L PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND
NATIONAL SAN-ITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FllTING SHALL
CONFORM 10 ASTM 02454 AND D24S6.
BRASS PIPE FITTINGS AND CONNE:CTIONS. STANDARD 125 POUND CLASS 85% RED
BRASS FITTINGS AND CONNECTIONS.
!1]a_RS_;
Al L SPRINKLER HEAD$ SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE
DETAIL DRAWINGS ALL R:SERS AND SWING JOINTS SHALL BE MANUFACTURED BY
DURA OR EQUAL, SCHEDULE 40 FITTINGS.
ElillNGS
FITTINGS. IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONSIDERE,~
INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR~
RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE
CONTRACT.
ALL TEES FOR THE INSTALLATION OF SWING JOINTS Will BE INSTALLED WITH DURA.
LASGO TE.E OR EQUAL.
ANGLE CONTROL VALVE
ANGLE CONTROL VA, VES SHALL BE OF THE MANUFACTURER SHOWN ON THE
DRAWINGS OR APPROVED EQUAL. EACH ANGLE VALVE SHALL HAVE UNION.
YAI VE BOX
ALL VALVES INCLUDING PRESSURE REGULATING VALVES. HOSE BIBB VALVES
SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. All SHALL
BE MARKED "PRV--OR "HB" RESPECTIVELY.
s~
SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED
EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALi/ES
l"IYERTED HOSE: BIBB
SHALL BE OF THE STYLE AND MANUFACTURE SHOWN ON THE DRAWING, OR
APPROVED EQUAL. ANO INSTALLED PER DETAIL DRAWINGS AND MANUFACTURERS
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 112" OR LARGER
CONTRACTOR SHALL PROVIDE TO THE OWNER
FOUR (4) WRENCHES rOR REMOVING EACH DIFFERc.NT TYPE OF S?RINKLER HEAD
ONE LOOSE KEY FOR EACH HOSE BIBB
El,RT 3 · EXFCLfTION
3.1
3.1 .1
3 1 2
3 1 .3
3 .1.~
GENERAL REOUIRC:MENTS:
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.
INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY
TO CARRY OUl Tl-IE INTENT OF THE DRAWINGS AND SPECIFICATIONS.
LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE
APPROVAL OF Tl-IE ARCHITECT BEFORE DIGGING TRENCHES.
REFER TO THE CITY OF CARLSBAD Sl ANDARDS FOR POTABLE PIPE
INSTALLATION. ALL CITY OF CARLSBAD STANDARDS TAKE PRECEDENCE OVER
PLANS AND SPECIFICATIONS FOR TI-iE PROJECT UNLESS NOTED AND APPROVED.
_A_PF1f{0 \1ED FO F~ PLli,NT1N
"A_ND IRRIG i'I.. 1'10 N O NL)r,
lNC:LlJDlNG PRE:CISF.
"AS BUil T"
RCE ___ EXP_ OAT£
LCJCA"fION OF' PLANTIN.G
i'I..REi\S.
REVl[WITl BY:
INSPECTOR 0Al£
__,__~---+-------I ~1CT I CITY OF CARLSBAD I SHl[~TS l
!==::=~==:::P::L::A.:::N:::N::IN:::G==::::::D:=£:::::PAA:=TM:::::::::E:::::N=T==~=:.=4-"=~
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 27
!AR H SE II
l" i,,.!,S.o. eLU£P'AINT
3.2 INSTALLATION OF IRRIGATION SYSTEM:
3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES·
.1 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
HYDROS TA TIC TEST AS SPEClflED.
3 IBJ:N,Qtl lNQ IlfilQ_I.I_QH.AflE8.S_'lll:l.E.8.E.J.Q"...S_QJJ....&$Jl.E EN SPREAD
.4
.5
.6
.7
.8
3 2 2
.1
2
2
4
5
.6
,7
.8
.9
3 2 3
.1
.10
. 11
2
3 2.4
.1
3.2.5
.1
2
3.2 6
. 1
2
3.2.7
.1
3 2 9
.1
2
3.3
(1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE
SIDE.
SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 112 INCH IN DIAMETER, DEl3RIS,
AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL.
REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES
MEET TEST REQUIREMENTS DC NOT COVER ANY LINES UNTIL THEY HAVE BEEN
INSPECTED ANO Al'PROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND
MATERIALS.
BACKFILL TRENCHES. Af-fER APPROVAL OF PIPING, WITII SUITABLE AND APPROVED
MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL
TRENCH FILLS UNTIL 90% COMPACTiON HAS B[EN ACHIEVED.
BACKFILL MATf'RIAI_ SHALL BE AN APPROVED SOIL, FR~E FROM ROCKS AND Cl ODS
1/2" AND LARGER .
CONTRACTOR SHALL NOT INSTALL PiPE ACROSS CONCRETE DRAINAGE SWALE.
CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL.
lrJSIAlLAUQ!i__O£..PQLJ'YIJ'1Y_l_Q--I_LQB.IJ2E_E]f'...E;
BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUCION lfl
HANDLING, LOADING AND STORiNG, TO AVOID DAMAGE.
THE PIPE AND FITTINGS SHALL BE STORED UfJIJl::11 COVER UNTIL USED, AND SHALi.
BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW Tl IE LENGTH
OF PIPE TO LAY FLAT so AS NOT TO BE SUBJECTFD TO UNDUE BEN)ING on
CONCENTRA l ED EXTERNAL LOAD AT ANY POINT.
ANY PIPE THAT HAS BEEN DENTED OR DAMAGFD SHALL BE DISCARDED UNTIL SUCH
DENTED OR DAMAGED SECTION IS OlJT AND REJOINED WITH A COUPLING
TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM TI,E FINISH GRADE TO TIJE
TOP OF THE PIPE THE' BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS,
AND OTHER SHARP-EDGE'D OBJECTS.
PIPE ENDS AND FITTINGS SHALL BS WIPED wm, MEK, OR EQUAL, B[FORE WELDING
SOLVENT IS APPLIED. WELDED JOINTS SHALL BE G'VEN A MINIMUM OF 15 MINUTES
TO SET BEFORE MOVING OR HANDLING ALL FIELD 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 FOfl
EXPA'-JSION AND CONTRACTION.
CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AN::>
SLIPPING UNDER PRESSURE LEAVE JOINTS EXPOSED FOR INSPECTION DURING
TESTING.
NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN
COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT
WEl,D SETTING AND CURING.
PLASTIC TO METAL JOINTS SHALL BE MADE WITH P...ASTIC 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'c RECOMMENDATION .
lli.S.L&lAJION OF BRASS£'!££.
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 DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO
SMOOTI! AN UNOBSTRUCTED FLOW IS OBTAINED.
CAREFULLY AND SMOOTHLY PL.ACE 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
WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CiTY OF
CARLSBAD FOR IDENTIF1CATION, PER POTABLE WATER STANDARDS.
VALVE BOX
INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE HOSE
BIBB VALVE PER BOX VALVE BOXES INSTALLED NEAR WALKS SHALL BE 6' FROM
THOSE ITEMS.
AU BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE.
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 BEEtl
THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE
ARCHITECT TO DO SO.
INVERTED HOSE BIBB·
INSTALL AU INVERTED HOSE BIBBS AS INDICATED ON DRAWl"IGS AND AS DIRECTED.
SET ALL VALVES PLUf.'B AND TRUE TO FINISH GRADE AW) A MAXIMUM OF 6 l"ICHE!;
FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS
DIRECTED
BACKFI OW 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 VERll'IED 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 AND CONTAINERS USED IN ACCOMPLISHING WORK. HE
SHALL SWEEP AND GLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE
PLANTINGS. •
END OF SECTION ·•
"AS BUil T"
.\.,\'"f·•, ·1· ·.l-.)"DT('. :\1-'l()"• 0 ;-~-~ \ J_; \._,_ 1... _J:. J.\ . .:..\
INc:1_,UJ)INC F)i~(1,:c:1sri: RCE ___ _ EXP. ____ _ DATE
APPROVED REVIEWED BY:
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
1--~----+--+----------------+----+--+---------if-------------1 I s~-EET I CITY OF CARLSBAD [SH,4-EETS j
-" PLANNING DEPARTMENT ::=..==-==========:::'.....'.::=--===: 1-----+---+-----------------------+----+---+-----t-----t
t----1-----t-------------------~ ... ----+---+---+----tl
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 27
#IAR6, PtfASE ll -i\ A, F"ourth A.-@nu@ Corpora!~ ~ntart----1-----t--------------------+-----t------t---·->-------I
1, '~ L_l~ ~~'o:':;a~~~';;~;;sui:•200 1---------+--+------------------t---+--+---+------I APPR0~-¥//,-'••('7 /J,,~ zzc.,u,.
... _, , \ (6191239-2•5oJF,e.x 239-o,07 1---------+--+------------------+-----+--+---+------1 Ass1s'WI'! PLAN)(ING DIREcTar= DATE~ ~ A,chitectuce. Ai,~ ::If 0?-c,39' t--~-1-----+-------------------1----·---t----t----+------t ~:;::::~=:::::.;z:.~============--;;:'.====;
t---;O:-;A"'TE~1-::-JNl;;-;TI;;--;Al.c-7f------------------·· 1------,-0A---,TE=--+-IN-ITI-Al.-t--ll-A-=TEc----t-c-lN---,ITI=-Al.----t D'M'< BY: ' I PROJECT NO_ J; DRAWING N 0.
EN<ll>1ELR Of WORK REVISION DESCRIPTION OTKER APPROVAL aTY APPROVAl. ~~ :~'. ---_ G 1· 90-34 52G--4L
~ /&. Ml;SA -8LU1e:PRINT
IRRIGATION LEGEND
SYMBOL OE~l'RIPTlnNtMAN 11 FAl'TIIREtMnOEL NO, RADIIIS PSI
Xv \\I
•
TORO 570S STREAM SPRAY W/35 DEG. NOZ. F,H,Q.
INSTALL WIFACTORY CHECK VALVE 13'
TORO570S FLAT STREAM SPRAY W/10 DEG NOZ. F,HO.
INSTALL WI FACTORY CHECK VALVE 12'
,, I I \ TDPC) 5705 o~ S?f¥:. Y ('.£) fC)f'-c/1 7 I+ 3t.;NK,_1 VoZ. l 5
I !--lsT,1-.1..J.-J,J/ ~-[ c)lt!tf< V,£.1....vE f/i c;:.
T~-C)S;05 J-:!:f-:,.---r ;s~ ~ (£i/ZJF:, t-i/; C1 DEGr. ,'-/oz. )21
! 11577--;LL ;~-~7 a::.T cY-lev::!. v4 '-,c& H; cQ_
CHAMPION #300 MANUAL CONTROL VALVE
1" SIZE FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER
AND 'WVE" STRAINER
CHAMPION 1-401 LK HOSE BIB W/ LOOSE KEY HANDLE (INSTALLED IN PLASTIC VALVE BOX)
1" WILKINS 70 SERIES REGULATING VALVE SET@ 75 PSI
314" DOMESTIC WATER METER BY OTHERS
CLASS 200 PVC LATERAL LINE (MIN. 12" COVER)
20
30
30
PRECIP.
RATE
1.8,1.0,.60 .69
1.8,1.0,.60 1.13
A
A
C
D
E
F
-----SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1-1/2" AND SMALLER ANO CLASS 315 FOR 2" AND LARGER
I
\
.,--+'\--i---MANUAL CONTROL VALVE SIZE
-I -I ~VALVE GPM
APPROVED
ENGINEERING PLANGHECK[H DATE
G
H
J
"AS BUil T"
RCE ___ EXP. ___ _
REVIEWt:D BY:
INSPECTOR
DATE
I Sep] CITY OF CARLSBAD I s1~_rs j 1---+-----,f-----------------+-----t-----t--r--j PLANNING DEPAR1MENT f
1---+--f-----------------+-----t-----t--r--j
LANDSCAPE IMPROVEMENT FOR:
~" s~ -"'~<::::,{!, IS/J;j-~'~._,,~ Ir-, I'\ /j._ Fou,thAvenoeCo,pma1eC..01.,
__ ~ 1551 Fourth Aven1.1e/Suitti 200 1-----1---1---------------+----;----;--;---;
San Dte,Qo, CA 92101 / . · kfr,o J .. • j {619) 239-2450/FA)( 239-<>107 1-----1---1-----------------+----;----;--;---;
. PLANNING AREA 27
I ~VIARA_P~ASE II
APP;~?', o/.. # £ ,,. ,1 7. 2£7-'l ~
ASS!~ AMI PLAJ\1/QJNG DIRECT01¥~~-----'~DA4T;E ..,L.:2__
J---:::-=::--t--;;--;;-;;~t--------------·----c---+----=::-t==:c-:--t--=-:--;;:--r.::-::::-:-:-1 CATE IHJTI,\L DATE INITI,\L DATE ~ITIAL
ENWIED, OF WOfO< REVISION DESCRIPTION 01\lER APPROVAL CITY APPROVAL
OWN BY: , l PROJECT NO. I DRAWING NO.
CHKD BY: --,___C_:f_9'.:'l __ -_3'f _ __, 3%,--4-:L RVWD BY: .
...
'
'
NOTE :FACTORY ASSEMBLED SWING JOINT
OR EQUAL
IR!11GA TION
HEAD
DURA
MOOEL + SIZE PVC
GRADE
F'<'TPI lf)l=f)
-, :;,1.,H (lU Nif'i'-LI::
#4 REBAR TO 24' DEPTH ----
90· ELL (SLIP X SLIP)
·700 SERIES
570 SERIES
+007--9-0 3/4'
+005-9-0 112·
SCH 40
SCH 40 SPRING LOADED CHECK VALVE
, AS REQUIRED TO PREVENT
SOL VENT WELD
{SLIP X SLIP)
SWl!-JG )( SLIP--,..:
SOLVENT WELD
SCH~O-..._ PVC PIPE ~\--'>.9'"
-~
90'ELL
(FIPT X SWING)
MALE FITTING ADAPTER
(SWING )( SPIGOT)
i LOW HEAD DRAINAGE; USE
1 FACTORY CHECK VAi.VE IF -
AVAILABLE -. VERIFY WITH
LEGEND,____
PVC FITTING --
PVC LATERAL
(COVER AS
NOTED N
I.EGEND)
SCH 00 PVC NIPPLE
' . ' SCH 80 PVC PIPE, 12•
' 9cf ELL
(SWING X SWING)
SWING JOINT
---------------------------B
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0
A 0 ~R()VED 8ACt<FLOW---------_
A S S E t; 8 L Y W ; 8 A L L V A L V E
MINIMUM
3 6 • ,; A X I M U M
!
''Bl\CKFLOW ASSEML Y DEVICE
-"'-~------------------'----
NOT TO SCALE
HEAD ON RISER
E
6" MIN
C
{2) GAL V. BANOS
"FAST-LOCK"
OR EQUAL
PVC STREET El L
~--'---MARL'::X STREET
ELL
HOSE BIBB
/
C
-------~-----2 /,' (5~ -COl-£::R
?Ve St.:eeve.
MANUA.1-CGllRr:JL
ANGL...E. 1/,A,.L.ve
~ . JlmDi-------d --~~~rrF-J
i PVc AFe
-~~
L[ -_-__ pvc FIFE P/SFR (~ S=~)
DETAIL MANUAL CONTROL VALVE
VALVE BOX WITH COVER
MARKED "GV' (BROOKS
MODEL • 3--Hl IN MEDIA.NS.
BROOKS MODEL _.1'419 WITH
SNAP COVER ELSEWHERE)
1/2' r,i TURF AND 2'
r,i GROUNDCOVER
AREAS
PVC M"-"1~-c-
(COYER AS NOTE
It-I LEGEND)
,
'
1 CU.FT. PEA GRAVEL~-~-
PVC MA.LE ADAPTER
NOTE: USE 4s°ELLS MMEDLATELY OOTSOE OF VALVE BOX, AS NECESSARY,
FOR TRANSITON TO REOURED MANLf~E DC.PTH.
F PRES3URE REGULA TING VALVE
"AS BUil T" .APPF~'.J VED FOR PLl1.NTING
A.ND IRFzIG1-\1'10N ONLY,
INCLUDING PRECISI~
LOCA1'IO1'~ OF' PL"c\NTINC;
RCE ___ EX:P. ___ _
APPROVED REVIEWED BY:
ENGINEERING PLANCHECKER DATE t. RH' 11 S "I.. 1.L, lei. . INSPECTOR
0 "TE 1111 TIAI.
ENGINEU< Of ~ REVISION DESCRIPTION
D'-TE INITIAi. 0 A TE INIT1"1.
QTY APPROVAi.
DWN BY: __ _
CHKO BY: __ _
RVWO BY:
DATE
DATE
-· ~~S~--.~lll--·-,rl.!'c'.~:':iiiie':"""'-,_llllll!_a~--------•1---------------------••-------r•-------------------.,.;;iiiiii'iia--------------------------------------------l!'.il! _______________________________ .. ,1, M[S.,O BLUf.Prll~l
t/2" t-1 T1.JRF NO 2•
'!'I C'R0t1 !DC-OVER
A.r-:FJ..S ---
FINISH "'R."-D!:
S-01£NOO ACTUATED
Pr.MOTE CONT~OL '/,'-!._VE
RA SEAL
RIMP $PUCES
LA TC:RAL LtiE
(COVER AS NOTED
t-1 LEGEND
2"l<4"1<24' RED•\'000 ......_,...._6
~N WRE
(PROVDE 24" OF
WRE f-1 A COL)
C0••1,1.,~~, ,r:--•i-s, --...,, ,,, . ..,.. r ,-v-rw
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-~ ,~ .
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"-' s ~0. LfC!END
SCH 80 PVC Nlf>PLE
• IJ;;;:: 4 "'r;:u_s ,.:/E".MTELY WfSOE OF VALVE BOX,AS NECES-SAR
:7'.)R ·, ANSTT):)N TO REOUREO LA TEML LNE DEPTH.
L
REMOTE CONTROL VAL VE
~ --j'-. TO SYSTEM
I
I -.. PRESSURE REGULATOR
SEE DETAIL _ __cF __
~-BACKFLOVV PREVENTER
SEE DETAIL D.
EQUIPMENT ARRANGEMENT FOR ----------------------------
P.0.C. ,l\ T RESIDENTIAL LOTS
' 0)( '
ROUND
PLASTIC VA
WITH COVER ·ocv·
KEO ~-,,,'1"'.L:/4;/4
QUICK COUPl_!NG VA
( ACME Tl !READ A
BED COVER FOR
~ .. ,..~----"~t -" ,(«
RE CLAIM ED WA TEl::n--~_,.___,.
PVC MAIN (COVER
AS NOTED IN LEGEND)
SCH 80 PVC TEE OR ELL
(3LIP X SUP X SLF)
:,OLVENT
WELD
ANUFACTU8ED BY DURA,
EN COMPONENT FACTORY
1 /2' IN TURF AND
GROUND COVER
4• MAX.
,,
,,,,
¾;,;:· if1'
~--,, STAINLESS STEEL
CL,l.MPS
SOLVENT
WELD
6. MIN.
,l.SSEMBLED SWING JOINT, MODEL .-010-2-4
Ii
QUICK COUPLER VAL VE (non-potable)
CONDUIT
WIRE RUN
PULL Box-----
_,,,./
1 8 • ----
PLAN VIEW
• ="'
~ UN RTARED
ICK FOUNDATION
00
•, __ ____......--LOOP CONTROL WIRES INTO
PUll BOX. ALL SPLICES ARE
TO BE MADE IN PULL BOXES
OF1 REMOTE CONTROL VALVE
BOXES.
NOTES
. -·7
I
/--------,L, P....-+------\ '-----+ . --.J
INSTALL PUL OXES AS SHOWN ON PLAN
-BEDDING MATF.RIAL
2 AT JUNCTI S WH:CRE RUNS COMBINE:, SPLICE COMMON GROUND PULL BOX.
3_ Pi;LL BO OVF.R SHAU_ BE PERMANENTLY MARKED "ELECTRIC"
4. COND TORS f'OR EACH CONTROLLER CLOCK SHALL BE HARNESSED
SEP ATEL Y AND AT SUFFICiENT INTERVALS TO MAl'1TA:N A DEFINi;E BU
5 Al -SPLICES SHALL BE MADE WITH A PROPERLY SET MECHANICAL SPLICE
NNECTOR ENTIRELY ENCLOSED IN SELF-CURING RESIN ANC SHALL flE
COMPLETELY WATER PROOF
ALL SPARE WIRE [NDS SHALL BE INSULATED IN THE; SAME MANNER AS WIRE
SPLICES
7. IF SPFCIFIED. All SPLICES SHALL BE SOLC[RED WITH METALLIC ALLOY SOI_OER
PRIClfi TO INSTALLING CONNECTORS.
S Wll~E BLNDLES INSIDE PULL BOXES SHALL BE AT LEAST 4 INCHES F'lCM THE
UNDERSIOE OF THE BOX COVER MINIMUM SIZE PULL BOX SHALL BE AS SHOWN
ABOVE. LARGER BQXFS MAY RE NECESSARY TO MEET 4" CLEARANCE
REQUIREMENT.
J ELECTRICAL PULL BOX
SECTION
EJE'.NDS, TEES,
B CROSSES
s" 1211
10" 16" . 20" 12
e"
10'1
12"
14"
16"
4::,• Bonda
A B
4" 5"
s" e"
a" 10"
· 10· 1211
12" 14"
A~-i----A
TEES
22 8Mds
A B
2" 6" -· 3" B "
::.· 9•
5' 10
s· I I"
6" Min.
Tee1
A B
5" 6 n . a· 6
9" 12'
l j • l <1"
14" 16
CROSSES
Undl,turbed
Ground
Copa
C D
e·· 14"
to'' ~ i:1 ::: 12"
1;;-'. ~v+'' I \" -41
K DETAIL THRUST BLOCK
.i-\.P 1=-> F( 0 \7EI) F'OR PL,i1.NTINC~
lF\:<IC~1-\'rT01\T _ONLY,
"AS BUiL T"
/\I\!D
INC L,LJ D II\I C 1=-> REC rs fi; RCE ___ EXP. ___ _ DATE
APPROVED L/JC.c\'rICJN CJF'. T)L:\N'flNG REVIEW[D BY:
ENGINE;EFl!NG PLANCHECKER DATE INSPECTOR DATE
l----+---+-----------+---t---"--+---t-------1 I SH~T I CITY OF CARL..SBA.D
:.==o=::::'....'.====::::P::LA:::N:::N:::t:::N:::G==D=E=P::A::R=TM::E:::N=T_;_ Em
; LANDSCAPE IMPROVEMEl\i r FOR:
: PLANNING AREA 27
AVIARA PHASE II
Fourth Averiue Corpor~\e Centnr 1-----+---+------------------+---+---+-----t---"1
1551 Fourth Av!"!nue/Suile 200
San Oiegc, CA gJ 101
APP ~
ASS! DATE
Landscape Architt>e:lure • Pi,:mning fF 9/--03:2 DA n: HllV,L
ENGIN!IR Of WORK REVISION DESCRIPTION
OWN BY: __ PROJECT NO. j ~&AD-DATt INITIAi. O.t.IT INITIAi. CHKD BY: CT-9:)-31'-
OlHER APPROVAi. OTY N>Pf<OVAJ.. RVWD BY:
SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING rgosCAPE
SEE SHEET DRAWING
E•\105594 \G3
1 • ~ 40'
NUMBER 318-9L
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DRAWINGS FOR CARLSBAD TRACT
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NUMBER 318 9L
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NOTE:
STREET iTREES WILL BE REQ_ UIRED PER P. C. RESO #3324,
CONDITION #16 At'f(J !'):HALL BE INSTALLED BY GUEST
bL/ILP~ .'
,,,_ _....,..,_ ___ _,_ ______ SEELANDSCAPEIMPROVEMENT
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Fourtti ,A1,18nue Ci,rporate Center
1551 Fourth Avenue/Suite 200
San Diego, CA 92701
(619) 239-2450/FAX 239-0107
Landscape Architecture • Planning =If'-q/-O'?:>Z
Al-'l.,1\U\/LU
LNGINLGHNG PLI\NCHLGl<[H
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING L..t;-f'J.DSCAPE
D/\Tl
SEE SHEET _:.:tt__ DRAWING
NUMBER 318-9L
40' o· 40· 80' 120' ------GRAPHIC SCALE: 1"=40'
PLANTING PLAN
HAS BUIL TH
RCE ____ _ EXP _________ _ D<\ 11
INSP[CHJR DA Ii
_:-_=-: _: _ _=: ~--+-----[ SH~ET 1 l CITY OF-CARLSBAD I ["HTf-i';!
-+----1 __ '=? _ _ ___ _ PLANNING __ D_EP_~~-T!".1~NT __ 11: __ ~
-·--·--· .. -·---· ' '"''' ' ---·--··-·--·---------1
---11 LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 27
IARA PHASE II
......
DAfF INliAI DATE i\llTIAI.
[s..J:;1r-.r·rR ()I' WORK REVISION DESCRIPTION
·•
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DRAWINGS FOR CARLSBAD TRACT
E•\!C6594 \G4
1 • -::;: 40'
NO. 89-37 AV/ARA PHASE II FOR
EXISTING LANDSCAPE
SEE SHEET &:, DRAWING
,NUMBER 318-9L
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NO. 89-37 AVIARA PHASE II FOR .
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'-----SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING LANDSCAPE
SEE SHEET ;;,5 DRAWING
NUMBER 318-9L
I\PPROVED
ENGINEERING PLANCHECKER DI\TE
I----+---+-----------------
1-------+---f----------------
Fourth Avenue Corporate Ceriter t-------+--t------------
1551 Fourth Avenue/Suite 200
~~ San DiaQo, CA 92"101
(619) 239·2450/ FAX 239-0107
\
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NOTE:
--I
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Key Map·_
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.
STREET TREES WILL BE REQUIRED PER P. C. RESO #3324,
CONDITION #16 AND SHALL BE INSTALLED BY GUEST tu I U::.,LR..
$'-L.. -I ____,_?++_;___LI ·.....:..I +-J_r:"'--, --
. ----""'"" -----
➔--------+--·"""" __ ,, __ _
-· ____ ,,,, _______ _____, ___ --·-·-··-····
. ------.. ------
+--~-----------··-···-·-
-t-----+--···-· ·--···--·
---+---+----
40' o· 40' 80' 120' _ .......... --.__.....,_------~
GRAPHIC SCALE: 1"' ~40'
PLANTING PLAN
HAS BUIL TH
RC[__ IXP, DATE
INSPEC'OR DA 'f
SI I[[ T
10 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 27
IAR P SE II
I------+--------. ""'" ... ,. -· ....... , ... _______ --+---
I APPR
I ASSI_
andscape Architecture • Planning .. ----. ----------+------+--
~1~ _--J
d;o:b~ Ng,\ ] ¥~:~r] ENGINEER OF" WORK REVISION DESCRIPTION
JA l!'" INIT AL
□ T '--1E_ R APPR[JVAL
DATE INl-!AL
CITr ,c.,:i:i:::ovAL
. .
I
~
LANDSCAPING
PART I -GENERAL
1.1 SUMMARY:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS,
TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK
INDIC ... TED ON THE DRAWINGS AND AS SPECIFIED.
· 1 R E L AT E D .)'r'..QBK;
IRRIGATION SECTION 02441
1.2. SUBMITTAL$:
UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST
OF SOIL MIIENOMENTS, FERTILIZERS, PLANT MATERIALS, SEEDS, AND
SOD WITH QUANTITIES OF E ... CH WITHIN 15 DAYS FROM AWARD OF
CONTRACT.
1 .3, GU,._R ... NTEES AND REPLACEMENTS:
. 1 SHRUBS, VINES ANO GROUNDCOVERS $HALL BE GUARANTEED TO
REMAIN rlE ... LTHY AND VIGOROUSL Y GROWING FOR ONE GROWING
SEASON OR SIXTY (60) D"YS, WHICHEVER COMES FIRST.
. 2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS
CONTRACT SHALL 8E GUARANTEED TO LIVE IN A HEAL THY
CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL
ACCEPTANCE OF PROJECT IF TREES ARE ALSO SUPPLIED BY '(HE
OWNER, THE GUARANTEE SHALL APPLY A$ STATED ABOVE
. 3 ALL PL ... NTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A
VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD
$HALL llE REPLACED WITHIN FOURTEEN (14) DAYS
,4 PL"NTS USED FOR REPL"CEMENT SHALL BE THE SAME KIND AND
SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED,
PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST
TO OWNER
14 OllSERVATION.
. 1 OBSERVATIONS HEREIN SPECIFIED SHALL 8E MADE BY THE
.10
', 1
.12
REJECTION ANO SUl:lSTITUTJON
A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS
HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND
SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL IIE
MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FRO~
THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE
PLANT MATERIALS. THE PLANT .. ATERIALS SHALL MEET ALL
APPLICABLE INSPECTIONS REOUIRED BY L"W. ALL PLANTS
SHALL BE OF THE SPECIES, VARIETY, SIZE, "GE, FLOWER
COLOR "ND CONDITION AS SPECIFIED HEREIN "NDIQR AS
INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL
THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY,
OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING
DRAWINCiS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT
OF THE ARCHITECT.
VTfl !TIES
A. ALL UTIUTIES (WATER AND ELECTRICITY) USED DURING THl
INSTALLATION OF THE LANDSCAPING "ND IRRIGATION
SYSTEMS FOR THIS PROJECT SHAU IIE PAID FOR IV THE
CONTRACTOR. DURING THE 1,0,D•Y l,IAINTENANCE PERIOD,
THE OWNER 5HALL 8E RESPONSIBLE FOR PAYl'E-.T OF THE
UTILITIES.
fB.OIECHON Of EXJST!NG TREES SHRUBS ANll VINES
A. IT IS TI-IE INTENT OF THE PROJECT THAT CERTAIN EXISTING
PLANT MATERIALS SHALL 8E RETAINED. PRIOR TO 1·HE
RElolOVAL OF ANY TREES, THE CONTRACTOR SH"LL CONFER
WITH THE ARCHITECT TO DETERMINE THOSE PLANTS THAT
ARE TO REMAIN.
B. All EXISTING TREES WHICH ARE TO REMAII-I IN THE PROJECT
SHALL IIE T"GGEO AND IDENTIFIED IY THE CONTRACTOR
PRIOR TD START OF WORK.
C. CONTRACTOR SHALL BE RESP0NSl8LE FOR ALL TREES THAT
ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH
RESUL1'S IN DE ... TH OR PERt.lANENT DISFIGURATION SHAU
RESULT IN THE COMPLETE REl,,IOVAL OF THE PLANT,
INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR; AND
THE CONTRACTOR, AT HIS OWN EXPENSE SH.lLL REPL"CE
THE PL"NT WITH ONE OF EOU"L VALUE AS ESTABLISHED BY
THE ARCHITECT, OR REIMllURSE THE OWNEl'I THE COST OF
SAID REPLACEMENT. THE ARCHITECT SHALL IE THE SOLE
JUDGE OF THE COIWITIQN OF THE PLANT.
D. All EXISTING TREES THAT ARE 10 REMAIN SHALL IIE
PROTECTED AT ALL TIMES FROM DAM•GE IIY WORl(ERS ANO
EQUIPMENT. ALL DAMAGE IIY THE CONTRACTOR TO EXISTING
PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY
PERSONNEL APPROVED IIY THE ARCHITECT -
, 8,
ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN
WRITING, 1H ADVANCE OF THE Tl"1E OBSERVATION IS REQUIRED.
.? OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF
THE WORK:
A, PRE-CONSTRUCTION MEETING.
B. INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS
INTO THE SOIL.
C. UPON THE COMPLETION OF GR.DING PRIOR TO PLANTING.
D. APPROVAL OF PL ... NT MATERIALS.
E. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR
PL ... NTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED.
F, ORIENTING SPECIFIED TREES.
G. VERIFICATION Of FINISH GRADES,
H. APPLICATION OF PRE-EMERGENT HERBICIDE.
I. PRE·MAINTENANCE OBSERVATION.
J WHEN PLANTING, ANO ALL OTHER INDIC,lTED OR SPECIFIED
WORI(, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN
COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SH ... LL
ESTABLISH BEGINNING OF THE MAINTENANCE PERIOO. THIS IS
NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES
NOT RELIEVE THE CONTRACTOR FROM ANY OF THE
RESPONSIBILITIES IN THE CONTRACT DOCUMENTS FOR THIS
PROJECT
K · ~SERVATfON TO BE; HELD AT THE COMPLETION OF THE
60-DAY .. AINTENANCE PERIOD THIS OBSERVATION SHALL
ESTABLISH THE BEGINNING DATE FOR THE ONE-YE,._R
GUARANTEE OF ALL TREES
ACCEPTANCE UPON COi.lPLETION OF THE FINAL OBSERVATION AND
THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN
WRITING, (1) WHETHER THE WORK IS ACCEPTABLE· AND (2) OF ANY
REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE.
· 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE
ON THE SITE AT THE TIME OF EACH OBSERVATION.
MAINTENANCE;
, 1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL
LANDSCAPE IRRIG.lTION WORK ON THIS PROJECT IS COMPLETED
CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM TH~
ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND
E. THE CONTRACTOR SH .. LL INSURE THAT MO FOREIGN
M.lTERIAL ANDtOR LIQUID SUCH "5 PAINT CONCRETE
CE .. ENT, OIL, TURPENTINE, ACID OR THE LIKE, IIE DEPOSITED
OR ALLOWED TO IIE DEPOSITED ON ANY SOIL WITHIN THE DRIP
LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY
TREE OR SHRUB, OR WITHIN 5· OF THE TRUNI( OF A VINE
SHOULD ANY SUCH POISONING OF THE SOIL OCCUR THE
CONTRACTOR SH .. LL l'IE.,OVE S.llD SOIL AS DIRECTED BY THE
ARCHITECT AND REPLACE WITH ACCEPTAl!LE SOIL AT NO
EJPENSE TO THE OWNER
F. EJCAVATION ADJACENT TO EXISTING TREES AND SHRUBS.
WHEl'IE IT IS MECESS.lRY TD EXCAVATE IN CLOSE PROXIMITY
TO EXISTING TREES AND SHRUBS. ALL POSSIBLE CAUTION
SHALL IE EXERClliED TO AVOID INJUl'IY TO ROOTS AND
TALON~ EXCAVATION CLOSE TO TREES SHALL IE BY HAND
TUNNELING UNDER l'IOOTS 2• AND LARGER IN DIAMETER:
CUTTING OF l'IOOH, r AND LARGER SHALL BE ONLY ON THE
APPROVAL Of THE ARCHITECT.
P'AINT CUT l'IOOTS WITHIN I• HOURS, WHERE THIS IS MOT
POSSll!LE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE
Tl'IEE SHADED WITH MOIST BURLAP OR CANVAS.
INVOICING OF PLANT .. ATEl'IIALS ANO SOIL PREPARATION AND SOIL
PREP,.IIATION CONFORMANCE TEST:
, 1 AFTEII INSTALLATION OF PLANT MATERIALS, IIUT PAIOR TO THE
l'RE-M ... INTEN•NCE INSPECTION, THE ARCHITECT, WITH THE
HERETOF0"1f 5PECIFIED SIGNED COPIES OF THE REOUIRED
CERTIFICATES, TRIP SUPS AND INVOICES fOR THE PLANT
MATEFIIAlS AND RELATED ITEMS, SHlLL INCLUDE SUCH .. ATERIAL
COMPARING THE TOTAL AREA ANDtOR THE AMOUNTS SPECIFIED. If
THE MINIMUI' AMOUNTS HAVE NOT IIEEN FURNISHED THE
ARCHITECT WILL REQUIRE TtiE INSTALLJ.TION OF ADDITIONAL M" TE RIALS TO FULFILL THE l,IIINIMUM REQUIREMENTS SPECIFIED
. 2 UPON DELIVERY Of l,,l•TERIALS ANDIOR COt,1PLETIO"' Of ALL SOIL
CONDITIONING ANO GR.DING, IUT PRIOR TO INITl,.TING PLANTING
OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED
SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND
INVOICES· FOR SOIL PREPARATION ~l<TEl'll"LS, SHALL INVOICE
SUCH MATERIAL, COMPARING THE TOTAL AREA OF EACH
OPERATION. IF THE MINIMUM f\ATES OF APPLICATION HAVE NOT
IEEN MET, THE ARC>ilTECT WILL REQUIRE THE DISTRIBUTION OF
ADDITIONAL OUANTITtES OF THESE MATERIALS TO FULFILL THE
l,,IINIMUM APPI.ICATION REQUIREMENTS SPECIFIED_
.3 A SAMPLE OF THE SOIL AMENDMENTS SHALL IIE DELIVERED 10 THE
ARCHITECT WITHIN 15 OATS AFTER RECORDING OF THE CONTl'IACT
FOR SU9MITTAL TO A TESTING LABORATORY. AFTER SOIL
AMENDMENTS HAVE IIEEN THOROUGHLY MIXED INTO THE SITE
RANDOM SAMPLES OF THE l,IIXED SOIL WILL IIE TAKEN JY ... T.ttE
1.7.
-2
. 3
.5
SHALL CONTINUE THEREAFTER FOR NO LESS THAN 50 CALENDAR
DAYS.
THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED
AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WORK AND
DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF
THE WOl'IK.
REGULAl'I PLANTING MAINTENANCE OPERATIONS SHALL BEGIN
IMMEDIATELY AFTER EACH PLANT OR LAWN IS PLANTED PLANTS
AND LAWNS SH ... LL BE KEPT IN A HEALTHY, GROWING CONDITION AND
IN A VISUALLY PLEASING APPEARANCE BY WATERING PRUNING
MOWING, ROLLING, TRIMMING, EDGING, FEl'ITILIZING R0E-STAKING'
PEST AND DISEASE 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 VEGETATIVE GROWTH AND
DE BAI$. ALL PLANTS FOUND TOl BE DEAD OR IN AN IMPAIRED
CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS SEE.
DRAWING FOR POST-FEl'ITILIZATION {7-9-4) PROGRAM. ,
THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE
PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE
ARCHITECT, IMPROPER MAINTENANCE ANDtOR 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 CONTRACTOR SHALL B
RESPONSIBLE FOR •DDITIONAL MAINTENANCE OF THE WORK AT N·5"
CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK 1$ COMPLETED
AND ACCEPTABLE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAIIHAINING
"DEOUATE PROTECTION OF THE AREAS DAMAGED AREAS SHALL BE
REPAIRED IMMEDI ... TELY AT THE CONTRACTOR'S EXPENSE.
LAYOUT OF WORK:
THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF
THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR
CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL
ENGINEER DRAWINGS,
GENERAL REQUIREMENTS:
' 1
• 2
.3
THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO IIE
PLANTED WITH TREES, SHRUBS, GROUNDCOVERS, SOD AND SEED.
ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS
WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN
ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL
PRACTICE.
All ROCKS AND CLODS 1• OR LARGER, AND OTHER GROWTH OR
ARCHITECT AND SU!!MITTED TO THE SOil LABORATORY FOR
COMPARISON TO A CONTROL MIX.. COST OF Tl'IE ABOVE TESTING 9Y
THE SOILS lAl!ORATORY SHALL BE BORNE BY THE CONTRACTOR.
, 4 AFTER LEACHING OPERATION, FOUR SOIL S,._MPLES WILL BE TAKEN
BY ARCHITECT AND SUBMITTED TO THE SOIL LABOR.TORY FOR
TESTING OF ECE AND PH COST OF THE ABOVE TESTING BY THE
SOILS LABORATORY SHALL llE BORNE BY THE CONTRACTOR
PART 2 · PRODUCTS
2. 1 SOIL AMENDMENT AND FERTILIZER,
. 1 SOIL CONDITIONER SHALL CONTAIN A SPECl"L ILEND OF Ol'lGANIC
FRACTIONS TO SUPPLY SEVERAL OEGl'IEES OF IIREAKDOWN RATE
WHICH LASTS UP TO 10 YEARS IN THE SOIL, .t, l'OF!TION OF
INORG,.NIC Al,<ENDMENT THAT RESISTS FURTHER IREAKD0W"4 l'H
OF S.5 Tu 6.5, SALINITY OF J.0, OIIGANIC MATTER (DFIY WEiGHT
IIASIS) MORE TH,._N t0%, NON-IONIC WETTING AGENT AHO TOTAL
NITROGEN CQo,TENT OF 0.5%. (lO ... MEX, WIL·GRO Liff FOREST
HUMUS), •
. J GYPSUM SHALL BE A COMMERCIALLY Pl'IOCE.SSED AND PACK ... GED
GYPSUM (CASO 2H20) WITH MINl"1UM 10% GRADE CONTAINING 14%
COMBINED SULFUR.
.) IRON SULFATE (EXPRESSED AS METALLIC) ,,.,_ Of QUALITY
APPROVED IIY ARCHITECT. ,
, 4 SULPHUR (SOIL) (ELEMENTAL) It% OF OUALITY APPFIOVED BY
ARCHITECT.
. 5 FERTILIZER (COMI.IERCIAL) SH"-LL 8E A COMIIINATION OF NATUR,._L
ORGANIC AND INORGANIC GRANUL-.R FERTILrzERS FREE-FLOWING
SUITABLE FOR APPLIC ... TION WITH APPROVED EQUIPMENT AND
SHALL CONTAIN THE FOLLOWING MINIYUM AVAIL,.BLE
PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
1.0'1;. MINIMUM
10_0% MINIMUM
10.0% MINIMUI.I
APPROVED
ENGINEERING PLANCHECKlR DATt:
'7
. I
. I
DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT,
SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY
£)(EMPTED IN WRIT ING.
PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT
MATERIALS, LOCATE ALL UNDEl'IGROUND 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 LOC,.TIONS, NOTIFY THE ARCHITECT WHO SHALL
ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE
CONTRACTOR ASSUl,IES ALL RESPONSIBILITY FOR MAKING ANY AND
ALL REPAIRS FOR DAMAGES RESUl TING l'ROM WORK AS HEREIN
SPECIFIED.
GRADING ANO SOIL PREPARATION WORK SHALL BE PERFORMED
ONLY DURING THE PERIOD WHEN BENEFICIAL ANO OPTI .. Ut,1
RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE
SOIL SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD
DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS
SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS
INCREASED OR REDUCED TO •ccEPTA8LE LEVELS ANO THE
DESIRED RESULTS ARE LIKELY TO BE OBTAINED.
ALL SCALED DI .. ENSIONS ARE APPROXIM ... TE. BEFORE
PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL
DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY
DISCREPANCY BETWEEN THE DRAWINGS ANDIOR SPECIFIC,.TIONS
AND ACTUAL CONDITIONS,
QUANTITIES FOR PLANT MATERIALS ARE, SHOWN FOR CONVENIENCE
ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND
SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS .
ADEOU•TELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION
EQUIPMENT, MANHOLES, UTILITY LINES, ANO OTHER EXISTING
PROPERTY DUl'IING ALL PHASES OF THE SOIL AMENDING AND
GRADING OPERATIONS.
S£.ECIMEN TREE SELECTIQ.N.;
A. ONE SAMPLE OF EACH Tl'IEE VARIETY AND SIZE, CALLED OUT
ON DRAWINGS 15-GALLON AND LARGER SHALL IIE DELIVERED
TO THE PROJECT SITE FOR APPROVAL PRIOR TO
INSTALLATION.
8. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES
NOT APPROVED.
C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN
RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES
24· BOX SllE AND LARGER TAGGED AT THE NURSERY AND/OR
AT ITS PL.CE OF GROWTH, OR AS OTHERWISE SPECIFIED OH
DR ... WINGS .
. 6 FERTILIZER (COMMERCIAL) SHALL BE A LONG-LASTING CONTROLlED
RELEASE PLASTIC·COATED, UNIFORM IN COMPOSITION, fl'IEE-
FLOWING, SUITABLE FOR APPLICATION WITH APPROVED
EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MIN1"1UM
AVAILABLE PERCENTAGES IIY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
21-0% MINIMUM
00% MINIMUM
0.0% MINIMUM
_ 7 FERTILIZER (COMMERCIAL) SHALL BE A LONG-LASTING CONTROLLED
J-\PPE0\1ED F'OR PL/1,N'fINC~
1\ND IRR IC; 1-\'I'IO N O NL 17
,
li\!CLTJDINC; f)RF:CTSF,
L,C)C;\TION OF' PLA_NTING
.L'i.REA_S.
"AS
RC£-~-EXP.
REYIEWEO 8Y:
INSPECTOR
BUil T"
OATE,
, -.-~~:::---.--------...,_~~+------=------+_:________+-+-t--1 LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 27
Fourth Aven1,1e Corporate Center t---➔----1--------------------1---+---+----I-----I 1551 Fourtti Avenm1/Suite 200
San Diego, CA 92101
(619) 239·2450/FAX 239-0107
Lar,d$C,1.~ Afchrtecture • Planning #21)--030 DATE N1\.ll
RE\llstON DESCRIPTION
VIARA PHASE II
PRO.CCT NO
GTSD-.3"-1-320-4 I ORAWINC NO_ ______ .... ___________________ ~ ______ ,._ _____ ....,._ ________ '::.~~~~~~~~~~~~~-.·--~ 01!0 /li'f'flOV-'L
2.2
2.3
2.4
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-
FLOWING, SUITABLE FOR APPLICATION WITH APPROVED
EQUIPMENT, ANO SHALL CONTAIN THE FOLLOWING MINIMUM
AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
16.0% MINIMUM
20.0-,. MINIMUM
0.0% MINIMUM
.8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC ANO INORGANIC GRANULAR FERTILIZERS, FREE·FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND
SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE
PERCENTAGES BY WEIGHT OF PLANT FOOO·
NITROGEN
PHOSPHORIC ACID
POTASH
7.0% MINIMUM
9.0-,. MINIMUM
4.0% MINIMUM
. 9 PLANTING TABLETS SHALL IIE TIGHTLY COMPRESSED CHIP TYPE
COMMERCIAL GRADE PLANTING TABLETS. OF VARYING SIZES WITH
THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT
FOOO:
NITROGEN
PHOSPHORIC ACID
POTASH
20.0% MINIMUM
10.0% MINIMUM
5.0% MINIMUM
. 1 0 SOIL ENHANCER SHALL BE SARVON.
PLANTING BACKFILL:
PLANTING BACKFILL IS PER THE SOIL TEST RECOMMENDATIONS ANO
PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF
EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE.
SOIL CONDITIONER
SITE SOIL
IRON SULFATE
GYPSUM
STAKING MATERIALS·
114 CU. YD.
3;4 CU. YD.
1 LB.IPER CU YD. OF MIX
10 LBS 'PER CU YO OF MIX
STAKES SHALL BE OF LOOGE POLE PINE. THESE SHALL BE STRAIGHT
SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS.
OF UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF
LOOSE l(NOTS, SPLITS OR BENOS. STAKES SHALL BE NO LESS THAN TEN
(10) FEET IN LENGTH.
GUYING MATERIALS·
. 1 GUY WIRES SHALL BE OF PL1AaLE, ZINC-COATED STEEL OF NO. 12
GAUGE.
FOR TESTING SOIL TEST SHALL MEET THE FOLLOWING
REQUIRE MEN TS·
ECE
PH
MAXIMUM 3.0 X l0.3
MAXIMc!M 7 .5
A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING
MAY BE REQUIRED BY ARCHITECT.
C RE-APPLICATION OF SOIL AMENDMENT AND LE-",CHING
OPER .. Tl01' SHALL BE REPEATED BY CONTRACTOR IF TESTS
SHOW A NEGATIVE RESULT. EXPENSE OF TEST, RE-
APPLICATION OF A SOIL AMENDMENT ANO LEACHING
OPE.RATION SHA\.L IIE BORNE BY COt;TRACTOR
D. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE
APPLICATION OF THE COMMERCIAL FERTH.IZER 1·10-10.
L ND PLANTING SHALL BE INSTALLEC UNTIL APPROVAL HAS
IIEEN GIVEN BY THE ARCHITECT IN WRlrlNG
CARE SHALL BE TAl(EN THAT THE RAH OF APPLICI. TION or WATER
DOES NOT CAUSE EROSION OR SLUfFING OF SOILS.
. 5 ALL DEPRESSIONS, VOIDS, EROSION SCARS. AND SETTLED
TRENCHES GENERATED BY THE DEEP WATERING SHALL SE FILLED
WITH CONDITIOI\ED TOPSOIL AND BROUGHT TO FINISH GRADE.
FINISH GRADING:
. 1 FINISH GR.ADES SHALL IIE. AS INDICATED ON CIVIL ENGl>,[[R'S
DRAWINGS.
.2 FINISH GRADES SHALL BE !MEI.SURED AS THE FINAL WATER-
COMPACTED AND SETTLED SURFACE GRADES AND SHALL IIE WITHIN
PLUS OR MINUS O 1 FOOT OF THE SPOT ELEVATIONS AND GR4DE
LINES INDICATED ON THE CIVIL ENGINEEll'S DRJ.\YlliG
. 3 FINISH GRADES $HALL BE MEASURED AT THE TOP SURFACE OF
SU Rf ACE M,t. TE RIALS.
.• MOLDING ANO ROUNDING OF THE GR,1,DES SHALL BE PROVIDED AT
ALL CHANGES IN SI.OPE.
.5 ALL UNDULATIONS AND IRREGULMllTIES IN THE PL-.NTING
SURFACES RESULTING FROM TILLAGE, ROTOTIL\.ING, AND ALL
OTHER OPERATIONS, SHALL l!E LEVELED ANO f"LOATED OUT
BEFORE PLANTING OPERATIONS ARE INITIATED.
.6 THE CONTRACTOR SHALL TAKE EVEF\Y PRECAUTION TO PROTECT
ANO AVOID DAMAGE TO SPRINKLER HE.,DS. IRRIGATION LINES, AND
OTHER UNDERGROUND UTILITIES DURING GRADING AND
CONDITIONING OPERATIONS.
3.5
. 2 ANCHORS (DEADMEN) 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
RUBBER, USEO OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH
IN DIAMETER.
. 4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING
1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORi.i
THICl(NESS.
-5 TREE TIES SHALL BE BORDON CINCH-TIE OR APPROVED EOUAL.
PLANT MATERIALS:
• 1 NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS
HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN
"A CHECl(LIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA",
PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF
AGRICULTURE, MANUAL 32 (1963). SEE UST OF PLANT MATERIAL ON
DRAWINGS .
-2 DUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG
STOCK. THEY SHALL BE VIGOROUS. OF NORMAL GROWTH, FREE
FROM OISE ASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE
MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO
THE ARCHITECT
-3 CONTAINER STOCK (!,GALLON, 5-GA\.LON, 15-GALLON, AND BOX
SIZES) SHAU. HAVE GROWN IN CONTAINERS FOR AT LEAST SIX
MONTHS, IIUT NOT O>ER TWO YEARS. NO CONTAINED PLANTS THAT
HAVE CRACKED OR BROKEN BALLS Of EARTH, WHEN TAl(EN FROM
THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL
APPROVAL. NO TREES w,rH DAM,1,GED ROOTS OR BROKEN BALLS
SHALL BE PLANTED.
-4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY
WRITTEN APPROVAL FROM THE ARCHITECT
. 5 INSPECTION OF PLANT MATERIALS. REQUIRED BY CITY, COUNTY OR
STATE AUTHORITIES. SHALL BE A RESPONSIBILITY OF THE
CONTRACTOR. ANO WHERE NECESSARY CONTRACTOR SHALL HAVE
SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF
PLANTS TO SITE.
-6 PLANTS SH-.Ll. BE SUBJECT TO INSPECTION, ANO APPROVAL OR
REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING
PROGRESS OF WORI(, FOR SIZE, VARIETY, CONDITION, L.tTENT
DEFECTS ANO INJURIES
REJECTED PLANTS SHALL IIE REMOVED FROM THE PROJECT SITE
IMMEDIATELY.
. 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS
SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A
.7 FINAL FINISH GR4DES SHALL INSURE POSITIVE DRAINAGE OF THE
SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS. WALLS.
AND TOWJo.RD RD-.DW.HS. DRAINS, AND c-.TCH B.lSINS
. ! FINAL GRADES SH.tLL BE ACCEPTABLE TO THE AACHITEC. BEFORE
PL,l,NTlhG O•ERATIONS Will BE ALLOWED TO BEGIN.
. ; PLANTING SURU,CES SHALL BE G'IAOED WiTH NO LESS THPI ONE
(1) PERCENT SURFACE SLOP[ FOR POSITIVE DRAINAGE AWAY FROt.'
,'.LL BUIL01NG:i.
. 1 THE LAYOUT or LOCATIONS FOR PLANTS AND OUTLINES OF
GROUNDCOVER TO BE PLANTED SHALL IIE APPROVED ON THE SITE.
IIY THE ARCHITECT, PRIOR TO THEIR PLANTING
All SUCH LOC.tTIONS SHALL IE CHECKED fOR "0SSl8LE
INTERFERENCE WIT" EXISTING UNDERGROUND PIPING. PRIOR TO
EXCAVATION OF HOLES ff UNDERGROUND CONS1RUCTION OR
UTILITY llNES MIE ENCOcJNTERED IN THE ElCAVATION 0' '°l"-NTING
AREAS, OH<ER LOCA.TIONS FOR THE '°lUITING MAY I[ SELECTED
IY THE ARCH!TECT DAMAGE TO EXISTING UTILITIES SH-.LL tt THE
AESPQNSIIIILITY OF THE CONTRACTOR .
~ T.lli.G_Ifil.f...5....Jtlfi Il 5......Afil1 YIN ES
A. ALL ExC-.VATED HOL[S IHAl.L HAVE VERTICAL SIDES w,TH
AOUGHENED SURFACES AND SHALL BE Of THt MIN1"1U" SIZES
INDICATED ON DRAWINGS HOLES SHALL IE.. IN ALL C•SES.
LARG[ ENOUGH 10 P[R.,,T HANDLING ,t.,;D PLANTING WITHOUT
INJURY Ofi Bl'IE.AKACE or f'IOOT ■ALLS OR l'IOOTI,
B EXCAVATION StULL INCLUDE THE STF1rPPING AND STAl(INC Of
ALL ACCE P14BLE SOIL E NCOUHTERED WITHIN Tl-<[ AREAS TO
•E EXC.tVATED FOR ,-LANT "ITS ,t.NO PL-.NTINC BEDS
PROTECT ALL ARt4S TH-.1 AA[ TO IE TRUCKED OVER ANO
V~ON WHICH SOil IS TO IIE TUIIPORAAILY STAKED PENDING
ITS "'E•USE FOR THE FILLING or HOLES. PITS. A'iO l!!EDS
C EXCESS SOIL GENEl'l.tTED FROM THE PLANTING HOLES SHALL
IE SPREAD ON TH( $1TE AS DIRECTED BY THE ARCHITECT
D. PLANTS IN CAN CONTAINERS SHALL HAVE THE CANS OPENED
Ill CUTTING YERTICJ.LLY ON OPPOSITE SIDES OF EACH C-.N
WITH NURSERY CA>< OPENERS, TIN SNIPS, OR OTHER
APPROVEO INSTRUMEN1S FOR THIS PURPOSE .ALL USED
CANS SHALL l'IE REMOVED TO THE STORAGE AREA OR n10M
THE SITE DAILY.
E -THE PLANTS SHALL IIE PLANTED AT APPROVED l.OCATIONS
WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL
Pl.ANTING BACKFILL. NO PLANT EXCEPl GROUNDCOVER
SHALL II[ PLANTED WITHIN THREE (3) FEET Of sr,;INKLER
Cl
PROPOSAL Will 8E CONSIDERED FOR USE OF THE NEAREST
EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE
SUBJECT TO ARCHITECT'S WRITTEN APPROVAL.
.I QUANTITIES SHALL BE FURNISHED AS NEEDEO TO COMPLETE WORK
SHOWN ON DRAWINGS.
. t 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 IIY THE
DEFECTIVE SAr.lPLE.
.10 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 5
PLANTS IN A LOT.
. 11 HYDRO-SEED MIX AND MATERIALS SHALL BE AS CALLEO OUT ON
DRAWINGS.
. 1 t GAOUNDCOVEA PLANTS SHALi. BE HEALTHY, VIGOROUS ROOTED
CUTTINGS GROWN IN fl.ATS UNTIL TRANSPLANTING.
. 13 PRE-EMERGENT HERBICIDE SHALL BE SUR FLAN TREFLAN, DYMID OR
EQUAL. •
.1. WEED CONTACT SPRAY SHALL IIE ROUNDUP.
f'.A_IJJ 3 · EXECUTION
3. 1 SITE PREPARATION AND WEED ABATEMENT:
. 1 GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS ANO ROCK
4 ANO ERADICATING WEEDS.
. 2 WEED ERADICATION SHALl SE DONE Tl;N (10) DAYS PRIOR TO
COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK.
3.2 V.'EED ABATEMENT
.1 UPON CO,..PLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS.
FIOC1'S AND EXISTING WEEDS AND GROWTH HAVE SEEN REMOVED
FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL
FERTILIZER 21-0-0 PER .ACRE.
. 2 WATER .tLL AREAS E\IERY DAY FOR iWENTY-ONE (21) CONSECUTIVE
OAYS AND UNTIL WEEO SEEDS HAVE GERMINATED CE4SE
WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE
HEF1BiCIDE "ROUNDUP-TO ERADICATE THE GERMINATED WEEDS
TRI.NSLOCATION OR APPROVED PEFUOD SHOULD BE 7•10 DAYS.
NOTE: HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE
OF CALIFORNIA.
f.
G.
11
I.
J.
K.
L.
HEADS NO TREE SHA~L llE PLANTED WITHIN SIX (6) FEET OF
SPRIN~LER HEADS.
THE PLA><TS SHALL llE PLACED Iii THE PLANTING PITS Oli THE
BACl':FILL MATERIALS WHICH HAS SEEN HAND-TAMPED AND
WATER HAS SETTLED TO THE ROOT ll4LL IIASE LEVELS
PRIOR TO THE PLACEMENT OF THE PLANTS. AFTER SETTING
THE PLANTS, THE REMAINING B;.CKFILL MATERIAL SHALi l!E
CARUULLY TAMPED AND SETTLED AROUND EACH ROOT f!Al.L
TO Fill -.LL VOIDS.
E.ACti TREE AND SHRUB SH.llL IE PLACED IN THE CENTER Of
TKE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN
POSITION UNTIL THE PLANTING l!!ACKFILL HAS IEEN TAMPED
FROM AROUND EACH ROOT 60.L.L.
ALL PLANTS $HALL BE SET AT SUCH A LEVEL THAT AFTER
SETTLING, THEY IIEAR THE SAME IIELATIONSHIP TO THE
SURROUNDING FINISH GR-.OE AS THEY ,oRE TO THE SOIL LINE
GRADE IN THE CO>,TAINER. UNLESS OTHERWISE NOTED
,LANTING TABLETS SHALL aE ,L.ACED IN EACH ,LANTING
HOLE AT TKE FOLLOWING IIATES:
(1 )·S
(1 ~21
(J,,21
(51-21
(1)·21
GRAM TABLET
GRAM TABLET
GRJ.M TAIILETS
GRAM TABl.ETS
GRAM TABLET
PEA LINER AND FLAT SIZE ,LANT.
PEA 1-GALLON CONTAINER.
PEIi J,G-',LLON CONTJ.INEA.
PEFI lS-GI\LlON CONTAINER
PER EACH )" OF IOX &IZE.
NO PLANT WILL IE ACCEPTED IF THE IIOOT IALL IS SAOKEN
OR CRACKED, EITHER IEFORE, DURING OR .AFTER THE
PROCESS OF INSTALLATION.
ALL PLANTS SHALL aE THOROUGHLY WATERED IN TO THE
FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY .AFTER
,-LANTING
ALL TREES 15 GAL AND SMALLER SHALL BE STA!<ED WITH
TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE
WINDWARD SIDE OF THE TREE. THE STAKES SHALL BE
DRIVEN IN PLUMB AND SECURE SPECIAL CARE SHALL aE
TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT
DAMAGE THE TREE. ROOTS OR ROOT BALL TREE TIES SHALL
IIE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE
1·5 WITH THE INSIDE DI/I.METER OF THE TIE AT 2 OR 3 TIMES
•n.LL ......... .,, ,,.\,..l'\.I ... U inc 11:1,,...,._,,.._ l,.,'f" it,'" IU ........ ■r'I~ ............ .__
(SEE DETAILED DRAWINGS.)
,........,, ~ ti F'"ourth Avenue Corporate Center
~ 1551 Fourth Avenu9/ Suite 200 l San Diego. CA 92101
'--' / \ (619) 239-2450/F"AX 239·0107
Landscape Ard,1tecture • P!anr1ir'l9 #-°:3r /--036
3.3
APPf10V[D
• 3 RAKE ANO HAUL OFF ALL DEAD WEEDS TO 11? INCH BELOW THE
SURFACE OF THE SOIL.
.4 IF PERENNIAL WEi:DS OR GRASSES STllL EXIST. RE-WATER EVERY
DAV FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW
GROWTH APPEARS. RE-APPLY A NON SELECTIVE HERBICIDE.
REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO
1(I1.L.
SOIL. CONDITIONING, FERTILIZING .ANO ROTOTILLING:
. 1 AFTER THE .AREAS HAVE BEEN DEEP RIPPED TO A DEPTH OF 8
INCHES, THE FOLLOWING RATES OF SOIL CONDITIONING AND
AloAENOMEIH MATERIA\.S SHALL BE EVENLY SPREAD OVER All.
PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN
AVERAGE DEPTH OF SIX INCHES BY ROTOTILllNG A MINIMUM OF TWO
ALTERNATING PASSES. AMENDr.lENT MUST BE INTIMATELY IILENDED
WITH SOIL.
A . SO!L CONDITIONER
SOIL SU\.PHUR
IRON SULFATE
GYPSUM
5 CU. YD. PER 1,000 SQ. FT.
10 LBS. PER 1,000 SO. FT.
20 LBS. PER 1,000 SQ. FT.
2S0 lllS. PER 1,000 SO. FT.
RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY • SOIL
TEST MAY REDUCE OR INCREASE TOTAL SOil. AMENDMENT
YARDAGE ADJUSTMENTS (PLUS OR MINUS) MAY IIE
NECESSARY. TrlE RESULTS ANO RECOr.lMENDATIONS OF THE
SOIL TESTING L,t.BORATORY SHALL BE SUBMITTED TO ANO
APPROVED BY THE CITY.
B. FERTILIZER (COMMERCIAL): 1-10-10 SHALL IIE APPLIED AT
THE RATE OF •O POUNDS PER 1,000 SQUARE FEET AND
SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE.
FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION
C. SARVON SHALL BE APPLIED AT THE RATE OF 1 P:NT PER 1,000
SQUARE FEET. $ARVON SHALL BE APPLIED IN AREAS
INDICATED SY NOTES ON THE DRAWING.
. 2 _ THE THOROUGHNESS ,O,ND COMPLETENESS OF THE ROTOTILLING
AND INCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS
SHALL BE ACCEPTABLE TO THE ARCHITECT. FOR SLOPES 2:1 AND
STEEPER, OR AS PER THE OR.tWINGS, OMIT SOIL CONDITIONER
APPLICATION AND TILLING.
. 3 DEEP WATER LEACHING;
A. AFTER COMPl.ETE INSTALLATION AND TESTING OF THE
IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING,
All AREAS SHALL BE DEEP WATER LEACHED AND
COMPACTED ANO SETTLED BY CONTINUOUS APPLICATION OF
IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM
OF SIX INCHES OF WATER.
11. AFTER LEACHING OPERATION. FOUR SOIL SAMPLES SHALL BE
TAl':EN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY
N .
THE DIAMETER OF THE TREE AND BY TACl<:ING THE IACK OF
THE TIE TO THE STAl(E (SEE DETAILED DRAWINGS.)
ALL SPECIMEN TREES 2~" aOX AND LARGER SHALL BE GUYED
AS DETAILED
THE STAKING ..,.ID GUYING SHALL BE ACCOMPLISHED IN SUCH
A MAN>,[R AS TO INSURE THE PROPER AND HEAL THY GROWTH
ANO SAFETY OF THE PLANTS. PROPERTY, AND THE PUBLIC.
E:NGINEl::l'IING PLANCHcCKGl DAT[
D-.rr HTW. D4T£ INllW.
"AS BUil T"
RC£ ___ EXF.
REVIEWED BY:
INSPECTOR DATE
LANDSCAPL:: IMPROVEMENTS FOR:
PLANNING AREA 27
/?A VIARA. PHASE 11
APP'7);~%,' . 7. /J . '/.,, , , /J 7 2 /:9::;,
-. , riio,,{N ING Ol R EC T ()If. DATE ,
REVISION DESCRIPTION Oll£R N'PROYAL QTY N'PROVAL
Dlltl BY: -•--1 CHKO BY: ---1
R\IWD BY:
' ' -.
.-
'
-
l\j
.3
••
,.
LlolilCMk~
o.
P.
Q.
R.
THE . _CS)NTRACTOR SHALL BE RESPONSIBLE FOR ALL
SURFffic AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY
AFFECT 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 •PPROVED 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 3/C INCH IN DIAMETER SHALL BE PAINTED WITH
APPROVED TREE SEALANT.
All TREES 2•· BOX AND LARGER SHALL BE SPOTTED AND
PLANTED WITH A CRANE.
All TREES 2•" BOX AND LARGER SHALL BE SPOTTED IN
PLACE PRIOR TO THE DIGGING Of THE HOLE.
PLANTING GROUNDCOVERS·
A.
8.
C.
D.
GROUNOCOI/ERS SHALL BE PLANTED IN THE .AREAS
INDICATED ON THE DRAWINGS THE GROUNDCOVER PLANTS
SHALL BE ROOTED CUTTINGS GROWN IN FLATS. AND SH.LL
REMAIN IN THOSE FLAlS UNTIL TR•NSPLANTING
•LL GROUNDCOVER PLANTS SH•LL IIE PLANTED WITH SOIL
AROUND ROOTS IN STAGGERED ROWS, EVENLY SPJoCED AT
TliE INTERV,I.LS CALLED Ol/T ON THE DRAWINGS.
THE GROUNDCOVER PLANTS SH•LL IIE PL•NTEO
SUFflCIENTL Y DEEP TO COVER loll ROOTS ANO A PLANTING
TABLET SHALL BE PLACED IN E.lCH PL.lNTING HOLE AND
SHALL BE IMMEDIATELY SPRINKLED AFTER PL .. NTING UNTIL
THE ENTIRE ARE• IS SOAKED TO THE FULL DEPTH OF ALL THE
HOLE$.
THE GROUNDCDVER PL .. NTING AREA SHALL 8E HAND-
SMO'JTHED AFTER PLANTING TO PROVIDE .AN EVEN. SMOOTH
FINAL FINISH GRADE.
GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN
PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED.
HYDRO-SEEPING SHRUBS TREES AND GRDIJNDCOVERS·
A. HYDRO-SEED SHALi.. •E APPLIED IN THE AREAS INDICATED ON
THE DRAWINGS AND AS CALLED FOR PfR MIX.
ll. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EOUIPMENT USED
FOR THE APPLICATION OF FERTILIZER. SEED, AND SLURRY OF
PREPARED WOOD Pl/LP OR FIBER SHALL BE OF THE "SUPER
3.6
C.
0.
HYDROSEEDER" TYPE AS APPROVED BY THE ARCHITECT
THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM
WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE
SUSPEND, ANO HOMOGENEOUSLY MIX A SLURRY CONTAINING
1,200 POUNDS OF MULCH ANO SEED. THE SLURRY
DISTFilBUTION LINES SHALL BE LARGE 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 PLACE THE SLURRY TANK AND
SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS
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
IJNIFORM VISIBLE CO•T OF SLURRY. THE SLURRY SHALL BE
APPLIED IN A SWEEPING MOTION IN AN ARCHED STREAM 60
AS TO FALL LIKE RAIN ALLOWING• THE WOOD FIBERS TO BUILD
UPON EACH OTHER, UNTIL A COMPLETE EVEN COVERAGE
COAT IS ACHIEVED. '
HYDRO-SEEDED ARE.O.S SHALL IIE KEPT MOIST AT ALL TIMES
20 · 2◄ DAYS AnER PLANTfPjG OR UNTIL THE NEW GROWTH OF
THE PLANTS IS Sl/FFICIENTL Y WELL-ESTABLISHED AS PER
ARCHlTECT"S APPROVAL.
HYDRO-SEEDED ARE.O.S $HALL BE PROTECTED AGAINST F001
TRAFFIC ANO OTHER USE IMMEDIATELY AFTER HYDRO-
SEEDING IS COMPLETED 8¥ PLACING W•RNING SIGNS AND
TEMPOR-'RY TWINE AND FL•GGING AROUND lHE AREAS.
F. RE·HYDRO-SEEDING OF e•AE AREAS SHALL BE DONE THIRTY
(30) DAYS AFTER INITIAL APPLICATION.
HERBICIDE APPLICATION:
PRE-EMERGENT HERBICIDE $HALL BE APPLIED 10 GROl/NDCOVER ARE•S
ONLY BY A HERBICIDE APPLIC•TOR LICENSED BY THE STATE OF
CALIFORNIA ANO IN ACCORO,.NCE: WITH M•NUFACTURER'$
SPECIFICATIONS ARCHITECT SHALL IIE NOTIFIED .AND PRESENT AT THE
TIME OF THE APPLIC.I.TtOt;_
l.7 CLEAN UP:
AS PROJECT PROGRES.SES. CONTA.O.CTOR SHALL MAINTAIN ALL AREAS IN
A NEAT MANt;ER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. jl,.fTER
COMPLETION OF PROJECT. CONTRACTOR SHALL REMOVE ALL DEBRIS AND
CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP ANO
CLEAN All SIDEWALKS, ASPHALT, •NO CONCRETE .I.REAS .O.tlJACENT TO
PLANTINGS.
.
APPROV[D
ENGINEERING PLANCHECKER DATE
.--~--~----------~·---r----------------" AS BUil T" AP})r{C)VEIJ FC)Fi: PLi1.NTINC;
ONLY, "c\N D Tfc RIG-1-\ 17 10 l"J
INCL,UDINC; PnDr"'f0T."' f\ r'_; \.,_., _ ~-) r J
LOCf\TION OF' FJL),.NTING
.4.REi\S. INS'f'ECTOR
t---+------+------------..----+---+--~-----1 CTfil I crryLA2!G ~Bkt~AD I~
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 27
~VIARA PHASE II ,...-' . ~. -
t----+---t--------+-------+------+--+----"'-----11 APP. · 1
-, • 7_ // ~-/J 7-c;t~c?~
t---+--t---------------------1---1----1-----lf----11 1>-SS;/,;,,l: :-0:" •-~"lNG DlREg~T"-'~~--.L..:.0:-,Ar., TE~,:;..,:__ 1~-DA'I£ N1IAL ·-REVISION DESCRIPTION l
b~ l!Y: 11 t-DA_tc_.,_INll'IAL __ -+-_D_A_tc _ __..__M_llAL_-11 CfiKD BY: __ _
D110 NfflOVAL QTY N'f'1tOVAL _ RVWD BY;
PRo.ECT NO.
CT 90,-3f4---
PLANT LEGEND
SYMBOL BOTANICAL NAME
TREES
EUC. NIC. EUCALYPTUS NICOLII
PIN. ELD PINUS ELDARICA
SHRUBS
HET. ARB. HETEROMELES ARBUTIFOLIA
LEP. SCO. LEPTOSPERMUM SCOPARIUM
RHU. INT. RHUS INTEGRIFOLIA
GROUND COVER
COMMON NAME
NICHOLL'S WILLOW LEAFED
PEPPERMINT
MONDELL PINE
TOYON BERRY
NEW ZEALAND TEA TREE
LEMONADE BERRY
SIZE
15 GAL.
15 GAL.
24" BOX
5GAL.
SGAL.
5GAL.
DELOSPERMA ALBA
GAZANIA SPLENDENS
'SUNRISE YELLOW'
ARCTOSTAPHYLOS HOOKERII
WHITE TRAILING ICE PLANT A/Ji<> FLATS
YELLOW CLUMPING GAZANIA Cr07° FLATS
MONTEREY MANZANITA 1 GAL.
lilJ1TIJ I ill
NOTES:
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. 41 0)2.!-\ 16.Hcµ,_
2. JUTE MATTING ON SLOPES,A.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
HIilcrest
Russ Kelly
(1-800) 245-1276
Pardee Trees
Ben Dunca
(619) 756-3691
Nakase Bros. Sunnyslope
Joann Shurlock Beth Stewart
(714) 855-4388 (714) 532-1440
Sea Tree Pacifi,:: Coast Nursery
Jim Musselman Jim Borer
(714) 586-8028 (714) 544-3001
Springtime Valley Crest
John Hatch Laurie Borer
(619) 455-6810 (818) 367-5803
Norman's Yasuda
Nancy Anderson Chip Llever
(619) 943-1442 (619) 262-0555
Fourth Avenue Co,porat@ Cen!(tr
15-51 Fourth A\renuB/Sulte 200
San Diego, CA 82101
(519) 239-2450/FAX 2'39-0107
Lilndscape Archit6tdufe • i>1anning
COMMENTS
MIN. HT. ff. MIN SP 3'
MIN. HT. 6', MIN Sf-' 3'
MIN HT 10', MIN SP 5'
FULL, BUSHY, GOOD COLOR
FULL, BUSHY, GOOD COLOR
FULL, BUSHY. GOOD COLOR
PLANT@ 12" O.C.
PLANT@ 12" O.C.
PLANT @ 12' O.C.
::;EE 71--/6 .5/IY-;(J2_
7"'J"Pe-OP ,"1/X.
DET. NO.
B
B
B
A
A
A
C
C
C
HYDROSEED MIX / COVER CROP
BOTANICAL SEED NAME RATE: LBS/ACRE
Alyssum 'Carpet of Snow' ,.., 4 LBS.
Alyssum 'Royal Carpet' 4 LBS.
The following materials shall be in the mix:
Mulch -Conweb Fiber 2,200 lbs./acre
Binder -Terra Tac #3 150 lbs./acre
Fertilizer 16-20-0 400 lbs./acre
A
C
•
TREE TIE
1BEE-~
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~
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Fl=R-F¾l □f'. sP~s.
~ 'c=J ~ $ t:DTTD-1
~IU....1'1IX
\) --$1=1, 11~
I
+
SHRUB PLANTING ON SLOPE B TREE PLANTING & STAKING
N.T.S. N.T,S. ON SLOPE
PLANTING DISTANCE SCHEDULE
FEET ON CENTER ROW DISTANQE SET BA~K
'..A:. '...B.' :c..: 8" 7" 7"
1'-0" 10.5" 11"
1 '--6'' 1'-4" 1--0"
2· -0" 1'-9" 1 '-6''
3'-0" 2'-6" 2' -6"
6'-0" 5• ... 2" 5'•6"
10'-0" 8' ... 8" 9'-6"
PLANTING GRID
• • • • • • -~ [D' • • • • • • • • • • • • • • • • • • • • • -~ • • • • • • • • • • • • • • • • • • • • • ·ot
GROUNDCOVER PLANTING "AS BUil T" A.PPFcO\i"::SD FC)R PL!0,.NTING.:
N.T.S. AJ\JD IRRIC;·A'I'ION. ONL '{, .. ------
Ii'\JCL-UDINC; PRT~CTSl~ RC£ --EXP. ---DATE
APPROVED r (I C 6 ,·1, ·1 () Nf O F·' p 'L' 2 :-T 1' ·1·· 'Tr• REVIEWED BY: •. 1 , .-rl. . _ l . c·I.: 'l ~ "i \...T
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
I ~IF7 I CITY OF CARLSBAD I SHIE~.l lS I i----;------,i----------------+----+------1---+-------I "9-PLAl'I.NJNG . DEP ARTI.!ENT -'J-~--;------,i---------------+----+------1---+------I
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 27
RA HASE 11
...JlAlI ¥1111
DIGINEER OF WORK REVISION DESCRIPTION
o.-.n: INll\AL -0.-.rr INll\,l,I_
O'llll.R APPROY,lj_ aTY APPROVAL