HomeMy WebLinkAboutDWG 326-6L; CT 90-35; AVIARA PA 29; 01-13PLANS FOR THE
IRRIGATION AND PLANTING OF: A VIARA-CT 90-35
GENERAL NOTES:.
1. THE COIHRACTOR MUST NOTIFY THE CITY PLAN CHECK
CONSULTANT (619} 438-1161 , EXTENSION #4221 72
HOURS (THREE WORKING DAYS}, PRIOR TO STARTING
CONSTRUCTION.
2.
J,
s.
6.
7.
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. OEVELOPER!OWNER IS RESPONSIBLE FOR
SUPPL YING A COPY OF THE TEST RESULTS TO THE CITY
DEPARTMENT OF UTILITIES ANO MAINTENANCE, 405 OAK
STREET.
CONSTRUCTION SCHEDULE:
A.
8.
C.
D.
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 IRRIQATION.
SPECIAL CONSIDERATION SHALL BE GIVEN TO
WATER ANO ELECTRICAL SERVICES.
IRRIGATION AND PLANTING SHAl.L TAKE PLACE AS
GRADING PROGRESSES.
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 Pl.ANS 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 ANO IRRIGATION
DESCRIBED ABOVE
COMPLETELY INSTALLEu. AS
APPROVED PLANS, WITHIN 30
IRRIGATION INSTALLATION FIRST
FOR THE AREAS
SHALL. BE
SHOWN ON THE
DAYS AFTER THE
COMMENCES.
SLOPE Pl.ANTING STANDARDS AND APPLICATION:
A_
8.
C.
0.
JUTE MATTING ON SLOPES SHALL BE REQUIRED
WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND
APRIL 15.( T)1"e OF JU re "1W-L "'~= e1Tl+e-C1 TT #1:t> <-~"'-1':>"THE-$L0T'lc l'<S"'-t""lbNCI F'. 'a,fEC)FIU.T\01..ts:.)
SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT AND
ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE
A MINIMUM STANDARD #1 (COVER CROP ~
JUTED).
SLOPES 4 FEET TO 8 FEET IN VERTICAL HEIGHT
REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH),
#2 (GROUND COVER) AND #3 (LOW SHRUBS).
SLOPES IN EXCESS OF 8 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.
I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BY THE 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
APPRVL RELAT TO LANDSCAPING.
I I
BY:F-=__,,,,-----1A-AA.....,,;11t..---DATE: ~
··-· ··-·-· ., --------
'ttl lJ
,'.'4
i
i _ _J -----·--·-·--··· -··-· ·t _______ _
PROJECT LOCATION MAP
N.T.S.
16 -----,---~«.\i-:< __.c=------::-H\(i"'"=
OCEANSIDE
ell
-::,AS-L S7\.-n "T12.A;::T ec:--)7
AYiARA .,HASE :U:. ---~\=-~
fF-:::'.J E-~-i s I TS
p:~ k~Tn/, .... 1.)..J-,/E
---co.--,5-..;[ c=!!) Pl:;"-?~·r:,:, ;7 i!~S'Jl..-l'Sf AP:'.~ t,:.·1,•(,.ii?-.,
(
I
ffi
6:::\---IRRIGATION SHEET NO.
\iv---PLANTING SHEET NO.
APPf10Vi;;D
SHEET INDEX
TITLE SHEET
IRRIGATION PLANS
IRRIGATION SPECIFICATIONS
IRRIGATION LEGEND & NOTES
IRRIGATION DETAILS
PLANTING PLANS
PLANTING SPECIFICATIONS
PLANTING LEGEND & DETAILS
GENERAL NOTES CONT.
SHEET NO.
1
2-3
4-5
6
7
8-9
10 -12
13
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 FQR
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 HYDROSEEDED SHAl.l FIRST BE
DISKED CR ROTOTILU"D 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 WlTH 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 THI'; CITY STATING THAT THE
PROJECT HAS BEEN INSTALL.ED IN SUBSTANTIAL
CONFORMANCE WITH TtiE APPROVED PLANS AND
SPECIFICATIONS.
10. AS-BUil TS:
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 Pl.ANS SHALL BE DRAFTED Cl.EARLY TO
THE SATISFACTION OF THE CITY, AND THE ORIGINAL
MYLARS SHALL BE SUBMITTED TO THE CITY FOR
THE:IR KEEPING.
"AS BUil T"
:\ K I) l l-( r~ l c; i\' l' ! 0 N U ~~ L \",
1 NC l , U l) l N e_; I ) FZ f,: C IS };~ RCE ___ EXP.
-----
LC)C1\rl']O:\ ()1, \JL"~NTINC~ REVIEWi:D BY:
DATE
6~ ~ "1-t":,-q,;
ENGINEERING PLANCHECKER OATE i\l.-( r': AS. INSPECTOR DATE ~--i-..;;..,-_....;. ____ _;_...:. ___ .!__ ___ .......,.. __ _,.... ________ ~~-~=====:::::=::::::::::=~~~:-=::::::'.~
"-----+---f------__ -___ -__ ".-... _-_-~: -----+--=.:=_-=---=--~+--_~___. r~ ·cT'fY oF CARLSBAD-91["'Ts l__l_j PLANNING DEPARTI.A[NT ,~-
-------"------➔ /.Y'./1 /<./\ f'IA....C:ER _U,~rf?
PL"-.N eo..l\-J D,AR( ----~-~----i------t------1--------------l-~---+-----------________J______ r----LANDSCAP[ IMPROVEMENTS FOR:
PLANNING AREA 29
VIA A PHASE II
'..A
ENCINITAS
\I'
VICINITY MAP
Fourth Avenue Corporate c~n1er
1551 Fourth Avenue/Suit~ 200
San OfegO, CA 92101
(619) 239-2450/FAX 239·0107
LandscaPe Architecture • Ptenning 1-----1------➔ -------------------------DA TI: INITIAC GA Tc IN;T,A!..
EN<;>~ITR c:,r woR~ REV1S1CN DESr~RIPTION
DA IT ' JNltJ-'.L
CITY llf'PR O\','\l..
DIIN Ill --f.--11 PROJECT NO
BY: ---CT ,--:,0 -= BY: ---_:, ,J--"
714-f3
DATF
CR.W,1NG Nl',
320 -((.l/..--
··-i.lf-••""--.
\ \..---
152.{11-;-
~COASTAL DEED ,?'I
• RESTRJ.CIED AREA ..__/
OASTAL DI;:
~RESTj9!ED
I~
y
BA
...... -•+--
?5
--$····-·----·-..
UITOS
w-·-·-
' I \
\
\
' \ ' \ I
\
26
t ------s
.. ·-.... II -
I I
\
--___ \ ----::::;~··············· ··-···-·-·-·-······· ------. --""'"··--·-··-· .,,,, __ -----·-········-··-·-·--•-~·----+---~---___::,,.-==----·· ~·-·· -----.
SEE LANDSCAPE IMPROVEMENT~--__,,.~-~
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE 11 FOR
EXISTING IRRIGATION_.SYSTEM
SEE SHEET ,/S DRAWING
NUMBER 318-91_
"
VE:
---.---··········---·······----
~---SEE LANDSCAPE IMPROVEMENT·~----
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING IRRIGATION SYSTEM
SEE SHEET /5 DRAWING
NUMBER 318-91
:< t' ,., ·-7 ...... ,... ---·· ······-·-........---·· ""
JO ll
.... +-····"' --·.
-----• ·-·----·-·-·---
0 . I 20 40 80 160
--
--r2_; /4'
19
APPROVED
i ~·· -. -~
~-5fi'4/'
. i , i ~ESTRICTED AREA
J, ... j. \ \ \'
.! !~:: "' .r ... / ~\\ \\-. .,.
ic·1 1; .,V.\Y·
. . "'' :?cJ \/: I : , ' I •••
• Q .. ,
l.)i !
ct"
I : ,. i ,j iu' ..--, .. ,.
\ , ; '
( 188.8)
/
I Ry---
-
68.5f -r···
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 SATlpFACTION
OF THE LANDSCAPE ARCHltECT
ANDOWNER.
I
I
I.
22
NOTE:
-IRRIGATION MAINLINE FOR ALL
RESIDENTIAL LOTS SHALL BE 1'.'.
SCHEDULE 40 PVC.
)-\GL: 36't-ELE:'#-----nON
WATER METER SHALL BE 3/4" SIZE
BACKFLOW PREVENTER AND
PRESSURE REGULA TOR SHALL BE l'.'.
.... !_-! 89 . SIZE W PRESSURE REGULATOR SET
. ··--~_,§'-
IRRIGATION PLAN
RCE __ _ EXP ................. ··--· DATE
REVIE\JED BY,
ENGINEERING PLANCHECKER DATE INSPECTOR " DATE
GRAPHIC SCALE IN FEl;;T
Fourth A\o'enue Corporate Center
1551 Fourth Avenue/Suite 200 1------+-
San Disgo, CA 92101
(B 19) 239•2450/ FAX 2:.39-0~ 07
~ Acchdedrne. P1ann1ng #':Jl-c1?;ir
DATE:" INITIA __
(NCIN(cR OF WORK
-------····· . ------------+---+-
·------+-····--..
. -----------+------t-
DATE INITIAL
REVISION DESCRIPTION • JTH[R APPROVAL
[ CITY OF CARLSBAD [ SHEE_Ts.J
----t---t PLANNING DEPARTMENT 10 --+----II ---.. ·---,, .... ,,.,_ -
QA !I:' INITIAL
CITY APPROVAL
r-r--......... ··---
LANDSCAPE IMPROVEMENTS FOR;
PLANNING AREA··~··
A VIAR PHASE II' . ,
,_.,_ ·-
.,.AP::-:P:-:,R:::0-:sV~~~b'~~~~'.'.::_ __ _j.::-;,~n-.· .. ·1
ASSIST DATE
--------------------------------------------------------------------------------------------------------------------------------,IF EXISTING IRRIGATION
.5 7
( :
_L .. '~
T
' I ' \ \ .. ··
71· L ()
. :·:::.-:::-;:-s:::-,-
.fs • ··. -.,____
SEE LANDSCAPE IMPROVEMENT -
DRAWINGS FOR CARLSBAD TRACT
NO 89-37 AVIARA PHASE II FOR
EXISTING IRRIGATION SYSTEM
SEE SHEET IS 'DRAWING
NUMBER 318-9L
--
68 .52'
2'9
I
\\
\
\
\
'
NOTE:
IRRIGATION MAINLINE FOR ALL
RESIDENTIAL LOTS SHALL BE .1.:
SCHt'DULE 40 PVC.
Hc:::iL: vM !=LEVfllcts.\
WATER METER SHALL BE 314" SIZE
BACKFLOW PREVENTER AND
PRESSURE REGULATOR SHALL BE 1'.'.
SIZE W PRESSURE REGULA TOR SET
@ 75 PSI
0 20 40 80
GRAPHIC SCALE IN FEET
160
I I
f /
i
--::---'"'-------~-~·~ SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA PHASE II FOR
EXISTING LANDSCAPE
APPROVLD
SEE SHEET.==;c;--= DRAWING
NUMBER 318-9L
ENGINEERING PLANCHECKER DATE
() };'
,.·1·)··,,s, 1\··j•L' a.· ... , \. ... ,1.,:. '.>..> ...•
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.
IRRIGATION PLAN
BUILT"
RCE __ _ EXP ___ _ DATE
REVIE\JED BY,
INSPECTOR DATE
----l---+-------------t--t------t-----r-. I SHHT I CITY OF CARLSBAD Sf1'EJ.TS
J Pl.,ANNING DEPARTMENT ~
Founh Aven1,.1e Coroorote Center
1551 Fourth Av~nwe/Sufte 200
San Disgo, C.A.92,01
(619) 239-2450/FAX 239·0107
+---------·-................ ········---
-----·+-----------
-----+-------
DA1E INI ':AL
ENGINEER CF WORK REVISION DESCRIPTION
DATE IN TiAL
OTHER AP"ROVA_
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 29~
VIARA PHASE II
ASSISTAN DATE
DATE INITIAL
c,n APPROVAL I
DRAWING NO
. 320-coL
LA ME$A l;R.UEF"RIN'T
SECTION 02441
IRRIGATION SYSTEM
PART 1 -GENERAL
1.1 SCOPE:
THE WORK INCLUDES AI.L 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, RECLAIMED 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 THI:
MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING
THE PRESSURE RATING. TI-lE GCNE:RAL CONDITIONS ANO DIVISION 1 APPLY TO THIS SECTION AS
FULLY AS IF REPEATED HEREIN.
PERMITS AND l lCENS.ES
UNLESS OTHERWISE STATED. SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING
PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORJnES. AN~
VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THI~
SECTION. WATER METERS AND POWER Mi::TERS WILL BE TIIE f1ESPONSIBILITY OF THE OWNER
AND /OR HIS 11EPRESENTATIVE FOR INSTALLATION AND PERMIT FEES
1 1 .1
.1
2
1 1 1 .2
1 :Z.
.1
B..E_LATED WORK
LANDSCAPING SECTION 024<10
COMPLIANCE TO CITY OF CARLSBAD POTABLE WATER STANDARDS
QUALITY ASSURANCE
OUALIFIG.6Il00..S...0£ INSTALLERS
PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING
EXECUTION OF THIS PORTION OF THE WORK A'ID WHO SHALL BE TI-IOROUGHL Y
FAMILIAR WITH THE TYPE OF MATERIALS BEiNG INSTALLED, THE MATERIA!_
MANUFACTURES RECOMMENDED METHODS OF INSTALLATION, THE QTJ_QE
GARLSla.AlLPOTABLE WATER STA'IDARDS AND WHO SHALL DIRECT All WORI(
PERFORMED UNDER TI-llS SECTION.
.2 CODES AND STANDARDS
IN ADDiTION TO COMPLYING WJTH ALL PERTINENT CODES AND REGULATIONS,
COMPLY WITH THE LATEST RULES OF THE STATE OF CALIFORNIA, DIVISIONS OF
INDUSTR!AL SAFETY, FOR ALL MATER!ALS RE.FER TO THE LATEST EDITION OF THE
GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORl<S CONSTRUCTION
WHERE APPLICABLE THE CITY OF CARLSBAD POTABLE WATER STANDARDS.
LATEST EDITIONS ANO RULES AND REGULATION FOR POTABLE WATER SERVICE lrJ
THE CITY OF c_aRLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO THES!:
SPECIFICATIONS BY REFERENCE WHERE POTABLE WATER IS PROPOSED.
SU8M/TTALS:
.1 SUBMIT COMPLETE MATERIAL UST PRIOR TO PERFom1ING ANY WORK. SUBMIT CATALOG
DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF JTEMS O:FFERENT Th#< THOSE
SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY Pc.ASTIC PIPE AND FITTING
MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS
MATERIAL HAS BEEN PREVIOUSLY APPROVED.
2 SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH
ITEM)
CTFM DESCR1E'TION MANI.IEl\ClliRt=B MQQEI. r,io
1
2.
3
PRESSURE MAINLINE
SHRUB HEAD
ETC
LASCO SCH. 40
RAINBIRD 180$-12F
ETC. ETC.
.3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL OF
THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR MAY BE REJECTED AND SUCH
MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT.
.4 APPROVAL OF ANY ITEMS, ALTERNATIVE, OR SUBSTITUTION INDICATE ONLY THAT THE
PRODUCT($) APPARENTL y MEET THE REQUIREMENTS OF THE DRAWlNGS AND SPECIFIC/\TIONS or,
THE BASIS OF THE INFORMATID'l OR SAMPLES SUBMITTED.
5 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 OWNEP.:DEVELOPMENT.
1 $_ GUARANTEE·
. 1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING
DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE REPA:RED OR REPLACED AT NO COST TO THE
OWNER/DEVELOPMENT FOR A PERIOD OF ONc 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
GUARANITE THAT THE IRRIGATION SYSTEM WE HAVE FURNIS~ED AND INSTALLED FOR (PROJECT
NAME) IS FREE FROM DEFECTS IN MA1ERIALS 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 TO REPAIR OR REPLACE ANY
DEFECTS IN MATERIAL OR woR,<MANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAH
FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM
THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST To THE
OWN[RiDEVE:LOPMENT. WE SHALL MAKE: SUCH REPAIRS DR 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 TH[
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.
8. PROJECT; (PROJECT NAME)
C. LOCATION: {LEGAL DESCRIPTION OF PROJECT PROPERTY)
SIGNED _______ TITLE:
ADDRESS __ _
---------------· -------
TELEPHONE: ------------------..
DATE ANO
SIGNATURE ______ _
1.-\-.
1.4.1
.1
2
.3
.1
2
.1
2
.3
.4
.1
2
1. '!>. 3
.1
.1
.1
. ,
.3
.4
5
OBSERVATION:
INSPECTION SCHED\JI 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
.6
FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATORANPTrif&\"l)'~yt>~~J'c
itlADVANCE FOR TI-lE FOLLOWING INSPj:CTIONS, ACCORDING TO TI-lE TIME INDICATED; IN:sp:.qOI<-..
A
B. c.
D.
E.
F.
G.
H.
PRE-JOB CONFERENCE -7 CALENDAR DAYS
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
NOTIFY THE CITY OF CARL$JlAQ 24 HOURS IN ADVANCE OF BEGINNING OF
WORK.
NOTIFY THE CITY OF C~flLSBAD 24 HOURS IN ADVANCE 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 TIJESE INSPECTIONS WERE MADE.
NO INSPECTION Will COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT TH!c
CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS. WITHOUT
COMPLF.TING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE
SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL SE RESPONSIBLE FOR
RE,MGURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDl/',ATOR AT
THE RATE OF $95 00 PER HOUR (PLUS ANY TRNJSPORTATIDN COST) FOR TH~
INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS
CHARGE HAS BEE'I PAID.
TESTING:
GENERAL.-
FURN:SH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING
REQUIREMENT
CORRECT ALL DEFECT ANO RETEST U/','fll ACCEPTANCE BY OWNER
TESTS
MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF TIJE REPRESENTATIVE OF
THE OWNER/DEVELOPMENT. AIR PRESSURE CHECK ALL LINES THAT COULD
WEAKEN OR DAMAGE Af,;Y MAJOR STRUCTURES OR HAF1DSCAPES, IF WATER WERE
USED NO PIPE SHALL BE BACKFILLED U>jTIL IT HAS Bf EN INSPECTED. TES TEO. AND
APPROVED.
FURNISH NECESSARY FORCE PUMP AND ALL OTH[R TEST EQUIPMENT.
TEST ALL PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I .
FOR A PE:RI0D OF TWO HOURS.
ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF CONTROL
VALVES, HOSE BIB, OR OTiiER VALVE ASSEMBLIES.
AQ,,UJSJl!:,_Q_S'!'.,SJ .EM
THE: CONTRACTOR SHALL FLUSH ANO ADJUST ALL IRRIGATION HEADS AND VALVES
FOR OP1IMUM PERFORIIANCE AND TO PREVENT OVERSPRAY ONTO WALKS,
ROADWAYS BUILDINGS, WALLS AND OTIJER STRUCTURES AS MUCH AS POSS,3LE
IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE
CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE. Mt.KE ALL
SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE
ADJUSTMENT MADE. PRIOR TO Pl.ANTING.
ADJUST CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE
SPRINKLER HE.ADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLEfl
MANUFACTURER
.G.Q\,1£Bl>._.Gf_I E ~I
WHEN THE IRRIGATION SYSTEM IS COMPLETED. PERFORM A COVERAGE TEST IN THI::
PRESENCE OF THE LANDSCAPE ARCHITECT DR LANDSCAPE COORDINATOR, 10
DETERMINE IF THE WATER COVERAGE FDR PLANTING AREAS IS C◊fJPLETE ANcl
ADEQUATE. FURNISH All MATERIALS AND PERFORM ALL WORK REQUIRED TO
CORRECT ANY INADEOLIAClcS 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 n-llS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE
COORDINATOR THIS TEST SI-\ALL BE ACCOMPLISHED BEFORE Af-N GROUND COVEH
IS PLANTED. ?ff( OF U-,r'-(:51:.4:, l.A,>.\D.5~ l),lSTT'C,n:)f'~ s~ "?>E,f'Resm,
;l-.T TI l-1B Of' c,;:,,..,'Ef2.-P6e, ~I.
El.NAL.ACCEPTANCE
WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED. INCLUDING
TESTING AD.JUS™ENTS, ADDITIONS OR DELETIONS, THE CONTRACTO'l WILL NOTIFY
THE OWNER FDR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE
OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF
WARRANTY.
WINOR APJUSJNENT.S
MINOR ADJUSTMENTS (LEVELllNG AND CLEANING SPRINKLER HE.ADS, VALVE
BOXES, ETC. INCLUDING PROTECTION FROM VA."IDALISMI WlLL BE MADE BY THI::
OWNER AFTER ACCEPTA"ICE OF THE SYSTEM ANO DURING THE WARRANTY PERIOcl.
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 INTE.RMITTE:NT -
PRESSURE LINES AND APPURTENANCES
ALL CONCEPTUAL OR MAJOR DESIGN Cl--!ANGES, 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 ACCURA 1 ELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE
IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM
THE ORIGINAJ. CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND
NON-PRESSURE L_INE.
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, TRANSFf;R 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 TI-IE WORK IS INSTALLED ALL DIMENSIONS NOTED ON
DRAWINGS SHALL BE 114 INCH IS SIZE.
_7
.8
.9
1 tp.2
.1
2
1(,3
,1
2
1.7
1 7. 1
1.J.2
L7.3
1.7.4
1.7 5
1 7 6
1 7.7
17 8
1.7.9
1.7.10
1.C/'. 11
j
UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION
AND DIMENSIONS SHALL BE TRANSFERRED TO n-lE RECORD DRAWINGS. FACILITIES
AND ITEMS TO BE LOCATED ANO VERIFIED ON THE RECORD DRAWlNGS. SHOW
DIMENSIONAL LOCATION AND DEPTH OF TI-lE FOLLOWING:
A. POINT OF CONNECTION
B. ROUTING OF IRRIGATION PRESSURE MAINLINES (DIMENSION MAXIMUM 10
FEET ALONG ROUTING AND ALL DIRECTIONAL CI-IANGES.)
C-GATE VALVES.
D. IRRIGATION CONTROL VALVES
E_ OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE AF!CHITECT)
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 (ND BALLPOINT PEN). USE
ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL
BE RECORDED IN A LEGIBLE AND PRIDFESSIONAL MANNER. RECORD
CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE OURl.'IG
CONSTRUCTION
THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT SEPIA MYLAR TO
OWNER UPON COMPLETION OF CONSTRUCTION.
OPE BADON AND MAINIENANCE MANUALS
PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PfilOR TO
COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCR,PIIVF.
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 TD
UNDERSTAND, OPERATE AND 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 TELEP1-IONE NUMBER
B DURATION OF GUARANTEE PERIOD
C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTUI1EffS
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 TI!E LANDSCAPE ARCHITECT OR LA'lDSCAPE COORDINATOR AT TIIE
CONCLUSION OF THE WORK TI-lAT HIS SERVICE HAS BEEN RENDERED
CHECK LIST
COMPLETE THE FOUOWING CHECKLIST AT THE END OF THE PROJECT, USING THE
FORMAT SHOWN;
A. PLUMBING PERMITS (IF NONE REOUIRE'D. SO NOTE)
B. MATERIALS APPROVAL
C. PRESSURE MAINLINE TEST {BY WHOM ANO DATE)
D. AS-BUil T DRAWINGS COMPLETED (RECEIVED BY AND DATE)
E. MATERIALS FUR'IISHED (RECEIVED BY AND DATE)
F. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND
DATE)
G. WRITTEN GUARANITE BY CONTRACTOR (RECEIVED BY AND DATE)
FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR
LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT
GENERAL REQUIREMENTS·
CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES A"ID
REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY
REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING
THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVEf1N. UNLESS
WRrTTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY.
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKiNG IN THE AREA
DUE TO EXISTING UTILITIES. CONTRAC fOR SHALL BE RESPONS:BcE FOR DAMAGES
CAUSED BY HIS OPERATIONS.
CONNECTIONS SHALL SE MADE AT APPRDXIMATEL Y THE LOCATIONS SHOWN ml
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 ALL DIMENSIONS.
PLAN LOCATIONS OF HEADS. VALVES, CONTROLLER ANO P:PE LIN[S ARE
DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL
INSTALLATIONS.
ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX J6) INCf-\ES FROM EACH
OTHER, ANO FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE
INSTALLED DIRECTLY OVER ONE ANOTHER
DIELECTRIC BUSHINGS SHAU 8(; USED IN ANY CONNECTIONS WITH PIPING OF
DISSIMILAR METAL MATERIALS.
POINT OF CONNECTION SHALL BE APPROXIMATf:L Y AS SHOWN ON DRAWINGS
CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES,
ADAPTERS OR OTI-lER NECESSARY FITTINGS FOR CONNECTION.
PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAl~[D 48
HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVE~OPMENT. THE
CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER1DEVELDPMENT,
AS TO Jl-iE EXACT LENGTI-l OF TIME OP EACH SHUT-OFF.
CONTRACTOR SHALL ACQUAINT HIMSELF WITl--1 AU SITE CONDITIONS
THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WDRf(
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.
Wl!EN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THE
SPECIFICATIONS AND NOT ON THE PLANS. IT SHALL BE CONSIOEHEO IN BOTH
WIHEN CONFLICTS ARISE, TI-lE 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
.1
2
2.1.2
.1
2
2.1.3
.1
2.1 .4
.1
2
2.1 5
.1
2 1.6
.1
2.1.7
2.1.8
.1
2.1 9
2 1.10
2.1.11
2.1.12
.1
2
MATERIALS:
PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE
NOTED.
POLYVINYL CHI ORIDF PIPE POTABLE;
(1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL
VALVES AND QUICK COUPLERS. ALL ONE AND ONE HALF (1-1/2) INCHES AND SMAU_E\'.
SHALL BE TYPE 1, GHADE ~. (IMPACT MODIFIED), DESIGNED AS ASTM 1785-76,
SCHEDULE 40.
BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS
EITI/NGS AND CONN~CTIONS:
POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE 11, 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
iNFORMA TION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND
NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL
CONFORM TO ASTM 02464 AND 02466
BHASS PIPE FITTINGS AND CONNECTIONS: STANDARD 1 25 POUND CLASS$$% RED
BRASS FlmNGS AND CONNECTIONS
BfilBS.:
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 EOUAL, SCHEDULE 40 FITTINGS
FITTINGS·
FITTINGS, IN GENERAL, FOR ALL INSTALLATIONS SHALL BE CONS1DERED
INCIDENTAL TO THE CONTRACT PRICE ANO SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PROVIDE All OF REOUIREO FITTINGS TO COMPLETE THE
CONTRACT.
ALL TEES FOR THE INSTALLATION OF SWING JOINTS Will BE INSTALLED WITH DURA,
LASCO TEE DR EQUAL.
ANGLE CONTROL VAi VE
ANGLE CONTROL VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE
DRAWINGS OR APPROVED EQUAL EACH ANGLE VALVE SHALL HAVE UNION.
VALVE BOX·
ALL VALVES INCLUDING PRESSURE REGULATING VALVES, HOSE 8188 VALVES
SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS ALL SHALL
BE MARKED "PAV'" OR "HB" HESPECTIVELY.
SPRINKLER HE~O·
SPRlt,i<LER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED
EQUAL ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES
lliYfRTED t:!OSE BIBB
SHALL BE OF THE STYLE AND MANUFACTURE SHOWN ON THE DRAWING. OR
APPROVED EQUAL, AND INSTALLED PER DETAIL DRAWINGS AND MANUFACTURERS
RECOMMENDATION
BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS OR EOLJAl. AS
APPROVED BY ARCHITECT.
CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS
BACKFILL SHALL BE CLE.AN FILL SOIL WITH NO ROCKS OR CLOD 1/2" QR LARGER.
CONTRACTOR SHALL PROVIDE TO THE OWNER:
FOUR (4; WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKcER HEAD
ONE LOOSE KEY FOR EACH HOSE 8188.
E.6.8.Ll.:.QE c.ul!Qbl
3 1
3.1.1
3 1 2
3 1 3
3.1.4
GENERAL REQUIREMENTS
LOCATIONS ON DRAWIIJGS ARE D:AGRAMMATIC ANO APPROXIMATE ONLY. AND
SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET
EXiSTING CONDITIONS ANO 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 OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS
LOCATE LINES. VALVES AND OTHER UNDERGROUND UTILITIES ANO RECEIVE THE
APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES
REFER TO THE CIT'r' OF CARLSBAD STANDARDS FOR POTABLE PIPE
INSTALLATION ALL CITY Of CARLSBAD STANDARDS TAKE PRECEDENCE OVER
PLANS ANO SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVEO.
/\F) }-:i~=~() \iE: D F,O l,c l)L_L\NTINC
i\N I) I f(f(I c; 1\ 1·10 N ON L'{,
INCLLJJJING f)J~E:CISF,
"AS BUil T"
EXP_ DATE
-·---~--·-
LC) Ci\'l'IC) I~ 0 I-F) Ll1.N1'IN G REV1E'M.:D BY:
A.F, 1-·, \S
.L (·'.J.:...l.~~-------------INSPECTOR DATE 1--,--,--------_l.._.---,---r---,---,--r,::::::===:-!=;:::;;:::::::::::=::::::=========-·
SHEET CITY OF CARLSBAD-] LHEETS l
Fourth A.venue Corpora.le Centerf----+---+---
15-51 Fourth Avenue,'Suite 200 1-------i----+--
~n Die-90. CA 92101
{619) 239·NSO;rA)( 239-0107 I-----+---+---------------------------1 -----+--·--+----+---I
PLANNING DEPAR™ENT I? -, .. , ,.,, __ _
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 29
A\ttA'RA P.H E II
=="" ucM=. A.>mr9 4f C?.O-oao, t----+---+--~-------------------+
EHGlNE:tR Of WORK REVISION DESCRIPTION
DATE INl11AL
OTHER APPROVAi.
OA TE INITIAL
CIT!' APPROVAi.
OWN BY: __ _ PROJECT NO. CHKD BY: ___ 1
RVWD BY: CTSo-:£
.
3.2
3.2.1
.1
2
.3
.4
.5
. 6
.7
.8
3 2.2
.1
2
.3
A
.5
.6
.7
.s
.9
.10
.11
3.2.3
.1
.2
3.2.4
.1
3.2 5
1
2
326
1
2
3.2.7
. 1
3.2.9
.1
2
3.3
INSTAU.ATION OF IRRIGATION SYSTEM:
EXCAVATION AND BACKFILLING OF TRENCHES·
EXCAVATE TRENCHES. PREPARE SUBGRADE. AND BACKFILL TO LINE AND GRADE
Wffi-1 SUFFICIENT ROOM FOR PIPE FITTINGS. TESTING AND INSPECTING OPERATIONS.
DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A
HYDROSTATIC TEST AS SPE:CIFIED.
DEPTI-J OF TRENCH· SEE !f)RIGAJJON LEG.8:JD
TRENCHING TiiROUGH AREAS WHERE TOF'SOII HAS BCEN SPf1£Af.t
(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. DEBRIS .
AND LITTER. PRIOR TO USE AS BACKFIL.l. WHERE SO INDICATED ON DEc TAIL
REPAIR ANY LEAKS ANO REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES
MEET TEST REQUIREMENTS DO NOT COVER ANY LINES UNTIL Tl-lEY HAVE EJEEN
INSPECTED AND APPROVED FOH TIGHTNESS. QUALITY OF WORKMANSHIP AND
MATERIALS .
BACKFILL TRENCHES. AFTER APPROVAL OF PIPING. WITI-1 SUIT ABLE AND APPROVED
MATERIAL. TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACT,NG ALL
TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED.
BACKFIL.l MATERIAL SHALL BE AN APPROVED SOIL. FREE FROM ROCKS AND CLODS
112· AND LARGER.
CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE: DRAINAGE SWALE .
CONTRACTOR SHALL JACK OR BORE UNDFR SWAl E TYPICAL.
INSTAI I ATIQJ{_Qf.POL)'.'L!tfil CHI ORIDE PIPE
BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EX::RCISE CAUTION IIJ
1--lt>J·WLING. LOADING AND STORING. TO AVOID DAMAGE.
Tl-lE PIPE ANO FITTINGS SHALL BE STORED UNDER COVER UNTIL USED. AND SHALL
BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW TI-IE LENG"'.11
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 DN.lAGEO SFCTION IS CUT AND REJOINED WITI1 A COUPLING.
TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE
TOP OF Tl-lE PIPE Tl-lE BOTTOM OF TI--lE TRENCH SHALL BE FREE CF ROCKS, CLODS.
AND OTl-lER SHARP-EDGED OBJECTS
PIPE ENDS AND FITTINGS SHALL BE WIPED WITI-l MEK. OR EOUAL, BEFORE WELDING
SOLVENT IS APPLIED. WELDED JOINTS SHA! L BE GIVEN A MINIMUM OF 15 MINUTES
TO SET BEFORE MOVING OR HA'IDLING. All FIEl.D CUTS SHALL BE BEVELLED TO
REMOVE BURRS AND EXCESS BEFORE FITnNG AND GLUING TOGETHER.
PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOi\
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 BEErJ
COMPLETED AND A PER:OD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT
WELD SETTING AND CUR:NG.
PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL
NIPPlE HAND TIGHTENED. PLUS ONE TURN WITI-l A STRAP WRENCH.
PLASTIC TO PLASTIC JOiNTS· SOL VENT-WELD, USING SOLVENT RECOMMENDED 3Y
PIPE MANUFACTURER ONLY
SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER-S RECOMMENDATION
INSTALLATION OF BRASS f>lf'.E;
CUT BRASS PIPING BY POWER HACKSAW. CIRCULAR CUTTING MACHINE USING AN
ABRASIVE ',',"HEEL. OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL
CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO
SMOOTI-l AN UNOBSTRUCTED FLOW IS 081 AINED.
CAREFULLY AND SMOOTl-lL Y 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 TI-JE DETAILS AND IN ACCORDANCE
WITH MANUFACTURER"$ RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF
CARLSBAD FOR IDENTIFICATION, 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" FROII
Tl-lOSE 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 Tl-lE SYSTEM HAS BEEIJ
THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE
AFICHITECT TO DO SO.
INVERTED HOSE BIBB·
INSTALL ALL INVERTED HOSE BIBBS AS INDIC/(TED 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. AND AS SHOWN ON PLANS AND AS
DIRECTED.
BACKFt OW PREVOO.E.B;
BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURERS 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 AND CONTAINERS USED IN ACCOMPLISHING WORK. HE
SHALL SWEEP AND CLEAN ALL SIDEWALKS. ASPHALT. AND CONCRETE AREAS ADJACENT TO THE
PLANTINGS.
END OF SECTION
~-------------=---~-------~--~----111!1111111\111
APPROVED
ENGINEERING PLANCHECKER DATE
DATE INITIAL
DI 6 N7 ,--;-1. I"';('-.,:._ . .i.:. _,. l \'. 1 _A}J})F?O\'l.:D F7OR
id\ !) lb: R l c; 1-\ 1· IO N
INCLlJl)lNG
ONL'{,
PRECISE
~-M-•-•••~•-••-•••••,•-
LO C;\'fIC) N OF' F1 I ,c\NTlNC;
"AS BUil T"
RCE ___ EXP. DATE
R(\ll(WEO BY:
INSPECTOR DATE
----------=:~_-__ -------+------+------+-------l~ ci~xN9Nr ~b~~N~AD [ffl
DATI; INITIAL O,\TE INITIAL
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 29
A IARA PHASE ll
0< OO<EER Of WORK REVISION DESCRIPTION OTHER APPROVAL QTY APPROVAi.
SECTION
BENDS, TEES,
5 CROSSES
Und:Sturbod
Ground
• 8-tnds 4~• S.nd,
B A B
~ .. B" 4" 6"
e" 10" e;" e"
8 .. 12· . 12" e" 10"
10· 16" 14• · 10" 12''
12 '1 2011 16° 12" 14"
CAPS
22 Bonc!s
A B
2" 6"
3'" e" ~-9"
6" 10
e" Ii"
611 Min.
Teea
A B
6" 6"
a" e·
g" 12·
I I• I 4"
14" 16
CROSSES
Undisturbed
Ground
Copa
C D
s" 1411
10" 2011
12" 21" ·---~ 14"' : ~,.q•
i41
B
g"
I I"
14
K DETAIL THRUST BLOCK
L
LA MC.SA B. UE"~RINT
...,....~ TO SYSTEM
I
I ~~PRESSURE REGULATOR
SEE DETAIL F ----
'BACKFLOW PREVENTER
SEE DETAIL D
------..3/ 4 "METER BY OTHERS
EQUIPMENT ARRANGEMENT FOR
P.O.C. AT RESIDENTIAL LOTS
CONDUIT·
WIRE RUN
PULL BOX
1 8'
PLAN VIEW
/ ~ UNMORT ARE □,,..,(./
BRICK FOUN0_7,YN
. -0:, -
r ·-
I
3• I L ___
'///'/ /
C
2·
NOTES
-1 INSTALL PUU. BOXES A HOWN ON PLAN
LOCKABLE TOP
SIZE: 9-112" X 16"
~--7-LOOP CONTROL WIRES INTO
PULL BOX. ALL SPLICES ARE
TO BE MADE IN PULL BOXES
OR REMOTE CONTROL VAi.VE
BOXES.
'----.CONTROL WIRE RUN
2 AT JUNCTIONS WHER UNS COMBINE, SPUCE COMMON GROUND IN P
3 PULL BOX COVERS LL BE PER!v,ANENTL Y MARKED "ELECTRIC"
4. CONDUCTORS F 1':ACH CONTROLLER CLOCK SHALL BE HARN[SSED
S[PARATELY AT SUFFICIC::NT INTERVAc.S TO MAINTAIN A OFFINI fE BUN'..lL
5, Al.I. $Pi.ICES ALL BE MADE WITH A PROPERLY SET MECHANICAL SPLICE
CONNECT ENTIRELY ENCLOSED IN SELF-CURING RESIN AND SHALL BE
COM PL ·LY WATER PROOF.
6. ALLS RE WIRE ENDS SHALL BE INSULATED IN THE SAME MANNF.R AS WIRE
SP ,ES.
7. I PECIFll':D, ALL SPLICES SHAI.L RE SOLDERED WITH METALLIC ALLOY SOL.DER
RIOR TO INSTALLING CONNECTORS.
WIRE BUNDLES INSIDE PULL BOXES SHALL BE AT LEAST 4 INCHES FROM THE
UNDlRSIDE OF THE BOX COVER. MINIMUM SIZE PULL BOX SHA~L BE AS SHOWN
ABOVE. LARGER BOXES MAY BE NECESSARY TO MEET 4" CLEAf1ANCE
REQU,RlcMENT
J ELECTRICAL PULL BOX
....__...,
IRRIGATION LEGEND
SYMBOL
xv \1/
l><l v t
0
®
®
----------
DESCRIPTION/MANUFACTURE/MODEL NO.
TORO 570S STREAM SPRAY W/35 DEG. NOZ. F,H,O.
INSTALL W/FACTORY CHECK VALVE
TORO 570S FLAT STREAM SPRAY W/10 DEG NOZ F,HO
INSTALL W/ FACTORY CHECK VALVE
TORO S700-FC 3/4" FIPT W/ FACTORY CHECK VALVE (6.0 NOZ./ FULL)
STANDARD ANGLE NOZZLE.
TORO S700-PC 3/4" FIPT W/ FACTORY CHECK VALVE (3.0 NOZ./HALF)
STANDARD ANGLE NOZZLE
TORO S700-PC 3/4" FIPT WI FACTORY CHECK VALVE (1.5 NOZ./OUART.)
STANDARD ANGLE NOZZLE
TORO S700-PC 3/4" FIPT W/ FACTORY CHECK VALVE (3 0 NOZ./HALF)
LOW ANGLE NOZZLE
TORO S700-PC 314" FIPT W/ FACTORY CHECK VALVE (1.5 NOZ.!OUART.)
LOW ANGLE NOZZLE
CHAMPION #300 MANUAL CONTROL VALVE
1 • SIZE FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER
AND 'WiE" STRAINER
RADIIIS
13'
12'
29-39'
29-39'
26-35'
25-33'
CHAMPION 1-401 LK rlOSE 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)
PS I GPM
20 1.8,1.0,,60
30 1.8, 1.0,,60
25 4 13
25 2.4
25 1 1 1
25 2.42
1 . 11
SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1 ·1/2" AND SMALLER AND CLASS 315 FOR 2" AND LARGER
MANUAL CONTROL VALVE SIZE
/\]) F) F?C) \.1Ef) FO F~ ~") L/1,N'J'l NC,
i\ND IFcl:;~IC~tirf18N O'\JT,)1
., ·-' ' )
PRECIP.
RATE
.69
1 .13
30
,35
.40
.48
.50
"AS
DET. NO
A
A
B
B
B
B
B
C
D
E
F
J
BUil T"
IJ\J C LlJJJ 11\J C
T,OC;\TlC)N
RCE ___ EXP. ___ _
APPROVED REVIEWED BY:
ENGINEERING PLANCHECKER DATE INSPECTOR
DA"TE
DATE
t-----+-----+-----------+----1------+---+----1 I s0r j CITY OF CARLSBAD I si,;TS I PLANNING DEPARTMENT ;::::::::':~:'.....':::==========='-=:::':=='.
------■ ... ---•-------l---+--·+---+--------11
LANDSCAPE IMPROVEMENT FOR:
PLANNING AREA 29
AVIARA PHASE II
Fourth A11enue Cor;io~at@ Centf:'lrl----+-----+-------------------+----+--+----+----1 ;=====c;z:::~=~==+1:===========!
1 ~5-1 Fo,.ir1h Av~nu~/Sui1~ 200 l---+----+-----------------+----+--+----1-----1 San Dieg,o, CA 92i 01
{619) 239-2450/FAX 239-0107 I---+----+-----
~ Acmhectu,e • -.rung -~:") f-c) D'l
0,0. TE NITIAf. DA TE INITIAf. DATE INtnAL
ENGINEER Of WORK REVISION DESCRIPTION 01\lER APPROVAL QTY APPROVAL
ASSIST AN
DWN BY: __ _
CHKD BY: __ _
RVWD BY:
PR JECT NO.
C,T SC:) -31::'~
DATE
DRAWING NO.
:,2)24, -Cc L
?.
3.
4.
5
6
7
. -
NOTE: FACTORY ASSEMBLED SWING JOINT
AS MANUFACTURED BY DURA, LASCO OR EQUAL
IRR~i~~ON Mg~~t-,. SIZE G~xgE
EXTRUDED
3• SCH 80 NIPPLE SPRAY HEAD OR ROTOR HEAD
+4 REBAR TO 2.-• DEPTH ----
90-ELL (SLIP X SLIP)
700 SERIES +007-9-0 314• SCH 40
570 SERIES +005-9-0 112• SCH 40 SPRING LOADED CHECK VALVE
AS REQUIRED TO PREVENT
LOW HEAD DRAINAGE; USE
FACTORY CHECK VALVE IF
AVAILABLE -VERIFY WITH
SOLVENT WELD LEGEND--~-----.___ ~
SOL VENT WELD
(SLIP X SLIP)
SWING X SLIP-~
9cf ELL
(SWING X SWING)
90'ELL
(FIPT X SWING)
MALE FITTING ADAPTER
(SWING X SPIGOT)
SCH 80 PVC PIPE, 12•
PVC FITTNG ------.
PVC LATERAL
(COVER AS
NOTED N
LEGEND)
SCH 80 PVC NIPPLE
SWING JOINT HEAD ON RISER
A B
EXCEPT AS SHOWN. ThERE SHALL clE NO FITTINGS OR CC/,1✓EC110r✓S TO OTHER FACILl-leS 8ETWEcN TI-cE IJ,[HR Al✓D BAC~CLQW
ASSEl>IEL Y
THE BACK FLOW F~EVEN!f:.~ ASSEl/<5L Y ,~us-;-BE INSTALLED A l~INll~UI~ OF w·: AND NOT TO 1:XCEED A MAX Ill.UM OF·: WD FCET (2) FROM
Te,E 1✓,ETER EXCEPT WHERE THIS WOULD REQUIRE THE BACKFLOW ASScl08cY TO BE INSTALLSD IN A PU3LIC RIGHT-Oc-WAY. IN WHICH
CASE : -:-HE BACK FLOW ASSEl✓BLY l~UST iNSTAL~ED A l~AXIMUM OF TWO-FEET 12·1 INSIDE 1 HE FROOEfiTY LINE
TY?E K HARD OR TYPE L HARD COPPER OR BP.ASS Win-! SOLDER JDINTS DR THREAO::D l~UST BE USED BETWEEN Tl-iE 1,:f l EP. AND
BACKFLOW ASSEl;BL Y.
PRECEDING THc NUl✓,B~R ONE SHi;T OFF VALVE. CONNEC110N MUST BE 1-/ACE WITH A CDPPER OR 3RASS RISER OR B'l4SS 90 Dl:GREE
ELBOW. S.'1JT OcF VALVE l~AY BE PRECEDED BY A COFFc9 OR BRASS Nl?PLE AND:OR A BF,ASS UNION. RISER MUST BE MACE De
SUFclCIEN: LENGTH THAT THE BOTTOI~ OF THE BACKFlCi{ ASSEl~BL Y 1$ TWELVE INCHES (12·-i TD THIRTY-:SIX 11·,CHES (35'·) A80vc GC\A)E
l'-1 AN AREA NCT SJBJECTED TO FLOOOl"JG.
FOi LOWING THE NUMBER TV\IC SHU, OFF VAL VE. 1HE CONNECTION MUST BE MA:E WITH A COPPER OR BRASS 90 DEGREE EU30W TO A
COPPER CR BRASS 90 DEGREE ELBOW. SHUT OFF VALVE l~AY BE FOLLOWED BY A COPPER OR 3cl'-SS NIPPl_E Ats.D/O'l A BRASS UNION.
RISER MUST BE MADE OF SUFFICIENT LENGTH THAT TI,E BOTTOM OF THE BACKFLOW ASSEMBLY IS TWELVE INCH"S (, 2') TO TH'Rn'-SIX
1'1CHES (36") ABOVE GRADE IN AN AREA NOT SUBJECTED TO FLOODING.
IF BACKFLOW ASSEMBLY iS TO BE INSTALL ED DNA SLOPE WITH A HORIZONTAo TO VERTICAL R.~TIO CF< 1 DR GREATER. A TWO FOOT (2')
HIGH RET.l\,NING WALL l~UST BE BUil T SURROUNDING THE ASSEtJBL Y. ASSEklB, Y l✓UST BE LOCATED IN AN AREA NOT SU3JECT TO
Fl 00Dl'J3
ONLY THE REDUCoD PRESSURE P.RINCl"LE BACKFLOW PREVENTION ASSEl~BL,ES WHICH HAVE SEEN AF'PROVEC BY THI: STATE OF
CALIFORNIA DE:PARTl~ENT OF HEAL Th SERVICE, MAY BE USED Qt,; WA1ER SERVICES WITHIN THE CARLSBAD MUN'CIPAL WATE:R DISTRICT.
NOT TO SCALE
t
6" MIN
C
(2) GAL V. BANDS
'FAST-LOCK"
OR EQUAL -
PVC STREET ELL
llt--~-MARLEX STREET
ELL
/
C
-~~~l::DGE
I ' ''J:. -~~----'I.--
\
A:_.U$:-_11:,/ LAWN _ _ rG:' l"'_Sl<.OUNDcO/ER
I --------rAW. GR.-:------
' ' ,.,.
t-~c?%~
---~ MANLJA.t-CCf/TROL
· ANGLe 1/..ALVe
• I
nrrrDi----:-1 -i/i~~rrr: J
I PVC AFe
-@&~ --
·:-::~-t?VC FIR=(~ fu') __ _
DETAIL MANUAL CONTROL VALVE
VALVE BOX WITH COVER
MARKED "GV"(BROOKS
MODEL # 3-HL IN MEDIANS,
BROOKS MODEL #1419 WITH
SNAP COVER ELSEWHERE)
112• fll TIJRF AND 2•
~ GROUNDCOVER
AREAS
FNSHGRADE
PVC MALE ADAPTER
PVCM~-~-
(COVER AS NOTE
I'. LEGEND)
2'x4'x24" REDWOOD --
1 CU.FT. PEA GR,._VEL--~
4• MAX.
PVC MALE ADAPTER
NOTE: USE 4s°El1-S MMEDLA1ELY OUTSOE OF VALVE BOX, AS NECESSARY,
FOR TRANSITDN TO REOURED MAr-lLNE DEPTH.
F PRESSURE REGULATING VALVE
APPROVED
ENGINEERING PLANCHECKER DATE
"AS BUil T"
RCE ___ EXP ____ _ DATE
REVIEWED BY·
INSPECTOR DATE
[ ~1[·-c1rY OF CARLSBAD I sH
1
~TS I 1----l----+-----------~ -~---+---+-----+----+--~ j__J PLANNING DEPARTMENT J
--+----1 --------========:::===:=='--'==~
Fo1,1rth Aven..ie CorDOrate Ce11tetl---1----+-------------
1551 Fourth Ave:n.ie/Sui1e 200
S~ri Oie-go, CA 92101
(619) 239-24&0/FAX 239--0107 1------t ---+-----------------t-----+---t---t--------i
APPROV
LANDSCAPE IMPROVEMENT FOR;
PLANNING AREA 29
~VIARl\ PHASE 11
~ A.rdli'ledure • Planni~ DATE
0 A IT IHI TIAL
REVlSION DESCRIPTION
DATE lfllTI>.L OA TE INITI'-1. PROJECT NO. OWN BY:
CHKD BY:
DlGlNEER Of WORK OTHER APPROVAL CITY APPROVAL GTCJ0--35 ~'---------------------'--~~~----~;;;.;;;;~~~-~---------~ RVM.l BY:
I DRAWING NO_ 3.-91> -(c,L
[_,,
. .,,~_,, __ ,-_· -'5::,, ,.. ~~
COASTAL DEED
RESTRICTED AREA
9
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-. ':7~ ~ ,l-l ILL-Ci~ ?-pQ..ll'P?P f'~ CQ.JPITJo-l
· · ~ , il;e~ C.. -f2.l=:$0 3e>I 7 !--i l L.L,. e E-f\-14--1 TT"""~ fV'( ~ > __ /,, _) \\ '" ,.._ ) ~. > ,/// r .I -J
•J',/ \ ./ I .... ~ '-/ ,..,...,.. I
r·•\ ,, , /-I
\ l • _ppr;& w p,p:; ~ rS<....,&...viA,?;4. Pc-~n
-------------
______________________ ,
91,44
L~IS.' !Y/'L A -4 .· CQ,fLfi
()W( /,85 9. SHI. fl \
I
'
_.:::.. -T~ 8' p_<;_r.·:,-... -• -: ~ /_ . ../ '..,.._,...._.. £X1'ii.<,:::· _ :,_
r=r=-= ------\__, -~--
1 I \ " JO
I
17
p:;;,0-f ~ . • ,
76.00' '···i·-~· -'· 76.
COA AL DEED ··.. .. . ·=-----
ESTl/l!CTED AREA
~
. \
~ 14, 12 13 <:;,
<tj ~
I
I
I
I
I
0~i) ~~s)
-@; 00
I
r l
l
I I
8
c-~;~-8)
----·-,., ...... --··----
SEE LANDSCAPE IMPRoJfuT.;,..·. """"· --f:~
DRAWINGS FOR CARLSl3A TJ3ACT j 1, ~1-....:::-~1·
. I
I
NO. 89-37 AVIARA PHAS II FOR I , --=-...---==-
EXISTING L N SCA E ·-,__ / // I '2"',""".9""_.r1,_r~-----, ;_, ...
SEE SHEET~~'.,--DR ING -1. ·.'! / • ------...:: ·,, J::,• --.• •. NUMBER 18-9L /i / ---,::.__ ___ --.
_----1,;.l.:..cl_;;;,8;;;,J_' _ _.,l_;_/-t--1 _______ _.;;2""5-'---7 ~~----·-···-...
. ' \
. '"\... '\ .. "'' ,.. ·. ·'· ;, .,
25 ?6
...................... ... ····-s
BATIQUI1'0S
~ .
9
~
-~
/6 ,.')r:.1 · l ,,,.,_,._ ____ ,,, .. ,_ ........ ....._..... ••••••••• -, ffl
4
(-;-~68~)
-........ ......... ~... _ ...• -----
I
3
11;,. 75 '()
I 'i
" -~
30
a
2
(~~:;;8~:)
10 20
'---1
SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING ~NDSCAPE
SEE SHEET O DRAWING
NUMBER 318-9L.
··1
I I II
-1-t~s~j
---
16
·····1 ...
' '
' ' ' . '
"-~ //f
I~ r1
-. --<tj <o
~ 77 t>i
IO
18
C) -0-8~~
~ ;!
-~ ~
kf IIAOVl .............. ·-··· ..... n:····1:p ., ''.~' ;
'.
73 OJ'
.........
'
-~ c.,
·-•-I ·, o:i "'. c::,iec -;.I"-""·i': --: --
ii ..
----····-·-·-"··+-· .. ···· ---.,._,,, __ .L,_
40
SEELANDSCAPEIMPROVEMENT----
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE _11 FOR
EXISTING ~DSCAPE
SEE SHEET DRAWING
NUMBER 318-9L
80
_ __J
APPROVED
.i
-··-""-----;"
~ 8 .
~ '-'t-. ~"' -I"-
j~
:0: c., ~
79
I
';Q <'. _Q
\ ::: a .u
"' Q' -;. ..,
SC I ·-~
------.................. ,
ENGINEERING PLANCHECKER DATE
... 1
' .1
,20 27 22
1'···
/, ,; ,, ,.,,
PLANTING PLAN
BUIL TH
RC( __ _ EXP DATE
l,C) C~ 1-\'f IC l~ REVJEVlO BY
INSPECTOR DATE
GRAPHIC SCALE IN FEET
l----+----···_-·_·+----=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-1;.-=--=--=--=:'=--=--=-~1:=_-=--=--=--=:.-=--=--=--.--t ::::I s=b=EE=i:::'..I :::::=C=IT=-Y:.'.:_!,.:...:·AN=~=lr=G=~=t=~=R=~=E=N~=A=··· =n=· :...:][= ~s=lt=1=ts:...:;]
LANDSCAPE IMPROVEMENTS FOR:
Fourth Avenue Corporats Center
1551 Fourth Avenue/Suite 200 1-----1-
San Cliego, CA92101 I----+------+---··---------------. ------------·
(619) 239-2450/FAX 239-0107
Landscape Architecture • Planning -# 9( -0 '54-
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPilON OTC(R APPROVAL
DA TE INITIIIL
CITY APPROVAL
PLANNING AREA ~
A'VIARA PHASE II '·
APPROVED/]
' / ,,
_ASSIST f(u:f-'"PLAN
DWN SY: . __ .
CHi<D BY: ...•
RV\,/D BY,
PROJECT NO
C,T-st) -3'5
DRAWING NO. ~2ep-(.p L
I
i l
i i -. ·?.r ._ .. f/) .:::.·-· -... 1 ... t_'
' \ '
m
I-..._' ;;;
f:;
V)
SEELANDSCAPEIMPROVEMENT-----1
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING~SCAPE
SEE SHEET DRAWING
NUMBE 318--9L
,,
tt,:
'..,),;
,~\ ,,
-__ , __ _
,,r '',,. -~~--'•
.-:; "," l',4
!\: i'\}
----,_~--COASTAL DEED
RESTRICTED AREA
cs,c:,:_=l:'l l --
1 ! ',
\
-~ -//
:,· ····.~ ,,, ~
/
. ~-.:'..~_::!,; __ ....,,,,.,/,,/
\ '
'
I / ,,
I
;---~--,_,
/
I 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 v~ ~ !-lfLL t>e M='QtHf'~ ?a<.. cq../tjTION
!(pl f>C...~l"'E-"50 ~?17 W)U... "P.:>F f'I-Ai-.lTF':l> b'f W~
Pl=:l<"E~.
40' f-HLL 11-JT
"'=5
~U!;::. ~-
166¢,L
~
e,qAl-
Q~ E, .:J:4=.X
COASTAL DEED
RESTRICTED AREA
' ,,,.· \ ;>...... ' ,-:,
:::.>"' ... ,·
□ 20 40 80
GRAPHIC SCALE IN FEET
I
~--SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING lj\NDSCAPE
SEE SHEET ._±L DRAWING
NUMBER 318-9L
APPROVED
160
ENGINEl':RING PLANCHECKER
Fou~th Avenue Corporate Center
1551 Fourth A-11enwe/Suite 200 -----+-
San Diago, CA92101
(619) 239-2450/FAX 239-0107
Landscape Architecture • Planning # 73l-c>"!31-
DATE INITIAL
/
I
r-,, l -,--, 'f) T ,-\ i\J' '] ' 1· 'Ni c·· ..__1 . _ _ _'.__J _,._-\_ l . 1. _r
DAT['
------+----+---+------•M-~-•• ••••
---·-·-·---f------+---+--
-----+----+----+-~~
DA TE l~ITIAL DATE INITIAL
NCINl.E'.R OF WORK REVISION DESCRIPTION OTHcR APPROVAL CITY APPROVAL
PLANTING PLAN
HAS BUIL TH
DATE
REVIE\JED BY,
INSPECTOR DATE
LANDSCAPE IMPROVEMENTS FOR: ' . -'·, ' , .. , . ,:•
PLANNING AREA 29
AVfARA PHASE II ' ,
SECTQt™
LANDSCAPING
PART I • GENERAL
1.1 SUMMARY:
THE WORI< INCLUDES ALL SERI/ICES, 1-.0.BOR, MATERIALS.
TR.O.NSPOFITATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK
INDICATED ON THE DRAWINGS AND AS SPECIFIED.
. 1 RELATED WQ.fil.;
IRRIGATION SECTION 02441
t 2. SUBMITTALS:
UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST
OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERl,lLS, SEEDS, AND
SOD WITH OUA•HITIES OF EACH WITHIN 15 DAYS FROM AWARD OF
CON TR ACT.
1.3. GUARANTEES AND REPI-ACEMENTS:
-1
.2
.3
SHRUBS, vI,;ES AND GROUNDCOIIERS SHALL BE GUARANTEED TO
REMAIN rlEALTHY ANO 1/IGOROUSLY GROWING FOR ONE GROWING
SEASON OR SIXTY {60) D.O.YS, WHICHEVER COMES FIRST.
ALL TREES THAT HAVE flEEN SUPPLIED AND INSTALLED UNDER THIS
CONTRACT SH.lLL BE GU.lRANTEED TO LIVE IN A HEAL THY
CONDITION FOR A PERIOD OF ONE (1) YEAR FROl.! DATE 01' Flli.lL
.lCCEPTANCE Of PROJECT. If TREES ARE ALSO SUPPLIED BY ·1 HE
OWl<ER, THE GUARANTEE SHALL .t.PPLY .t.S STATED ABOVE
ALL PLANTS FOUND TO BE DEAO .lND ALL PLANTS NOT IN A
VIGOROUS CONDITION NOTED WITHIN THE GU.lRANTEE PERIOO
SH.lLL BE REP~ACEO WITHIN FOURTEEN (U) DAYS
PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND
SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED,
PL.lNTED ANO FERTILIZED .lS ORIGINALLY SPECIFIED . .lT NO COST
TO OWNER.
1 ,4 Ol'ISERVATION:
.1 OBSERVATIONS HEREIN SPECIFIED SHALL BE l.'.lDE av THE
.10
. ,,
.12
REJECTION ,',N.D SIJ6STITUTIQN:
A. All PL.lNTS ,-OT CONFORl.!ING TO THE REOUIREl.!ENTS
HEREIN SPECIFIED SHALL l'IE CONSIDERED DEFECTIVE, AND
$UCH PLAl<TS, WHETHER IN PL.lCE OR NOT, SHALL BE
MARKED AS REJECTED .t.ND BE IMMEDIATELY REMOVED FROW
THE SITE OF THE WORK AND REPLACED WITH ACCEPT ._l!LE
PLAl<T MATERIALS THE PLAl<T MATERIALS SHALL MEET ALL
APPLICABLE INSPECTIONS REOUIREO IIY L.lW ALL PLANTS
SH.O.LL BE OF THE SPECIES, VARIEn', SIZE, AGE, HOWER
COLOR AND CONOITION AS SPECIFIED HEREIN Al<DiOR AS
INDICATED ON THE DR.lWINGS UNDER ND CONDITIQN WILL
THERE BE ANY SUIISTITUTION OF PLANT SPECIE$, VARIETY,
OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING
DRAWINGS. EXCEPT WITH THE EXPRESS WFllTTEN CONSENT
OF THE ARCHITECT.
UTtL !TIES
•• ALL UTILITIES (WATER AND ELECTRICITY) US[D DURll<G THE
INSTALl.t.TION OF TNE LANDSCAPING AND IFlRIG.lTl◊N
SYSTEMS FOR THIS PROJECT SHALL IE l'AIO FOR IY THE
CONTRACTOR. DURING THE JO·OAY MAINTENANCE PERIOD,
THE OWNER SHALL •E RESPONSIBLE FOR PAYMENT OF THE
UTILITIES.
PROTECTION Of EXISJIHG TREES SHRUBS ANO VINES
A.
II .
C.
D.
IT IS Tl1E INTENT OF THE PF!OJECT THAT CERTAIN EXISTINC.
PLANT MATERIALS SHALL •E RETAINED l'RIOA TO lHE
REMOVAL OF ANY TREES, THE CONTR~CTDR SH.O.LL CONFER
WITH THE ARCHITECT TO OETEFlMINE THOSE PL.lNTS THAT
ARE TO REMAIN,
ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT
SH.lLL IE TAGGEO AND IDENTIFIED •Y THE CONTR.lCTOR
PRIOR TO START OF WORK. ,
CONTRACTOR SHALL IIE RESPONSll!LE FOR ALL TREES THAT
ARE TO REMAIN IN THE PROJECT. DAl,l.lGE TO A PLANT WHICH
RESULTS IN DEATH OR PERl,IANENT DISFIGURATION SHALL
RESULT IN THE COMPLETE REMOVAL OF THE PLANT,
INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR: Al<D
THE CONTRACTOR. AT HIS OWN EXPENSE SHALL REPLACE
THE PLANT WITH ONE Of EOU.lL VALUE AS ESTAflLISHED BY
THE ARCHITECT, OR REIMBURSE THE OWNER THE COST OF
SAID REPLACEMENT. THE .t.RCHITECT SHALL BE THE SOLE
JUDGE Of THE CONDITION Of THE PLANT.
ALL EXISTING TREES THAT ARE TO REMAIN SH.lLL IIE
PROTECTED AT ALL TIMES FROM DAMAGE l'IY WORKERS AND
EOUIPl,IENT. ALL DAMAGE l'IY THE CONTRACTOR TO EXISTING
PLANTS SHALL BE REPAIREO AT THEIR EXPENSE IIY
PERSONNEL APPROVED BY THE ARCHITECT.
ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN
WRrTING, 1H ADVANCE OF THE TIME OBSERVATION IS REQUIRED.
. 2 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 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-Et.IE AGENT HER BlCIDE.
L PRE-MAINTENANCE OBSERVATION.
J WHEN PLA>iTING, AND ALL OTHER INDICATED OR SPECIFIED
WORis, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN
COMPLETED, ACCEPTANCE AND WRITTEN APPROVAL SHALL
ESTABLISH BEGINNING OF THE MAIIHENANCE PERIOD THIS JS
NOT .l FINAL OBSEFWATION OR .lCCEPTANCE, ,&.ND IT DOES
NOT RELIEVE THE CONTRACTOR FROM ANY OF THE
RESPONSIBILITIES IN THE CONTRACT DOCUMENT$ FOR THIS
PROJECT.
K" FINAL O!!SERVATIQN TO BE HELO AT THE COMPLETION OF THE
60-0.lY MAll<TENANCE PERIOD THIS O!SERVATJQN SHALL
ESTABLISH THE BEGINNING DATE FOR THE ONE-YE.I.A
GUAR.lNTEE OF ALL TREES.
.J ACCEPTANCE. UPON COMPLETION Of THE FIN.lL OBSERVATION ANO
THE WORK OF THIS SECTION, THE COl<TRACTOA WILL BE NOTIFIED IN
WRlTlt.G, (1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY
REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE
.4 THE CONTR.lCTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE
ON THE SITE AT THE TIME OF E.lCH OBSERVATION.
MAINTENANCE:
.1 THE MAINTf.N.lNCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL
L.lNDSCAPE IRRIGATION WORK ON THIS PROJECT IS COMPLETED,
CHECO:ED, ACCEPTED. AND WRITTEN ,t,.PPROVAL fROl,I THE
ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND
E. THE CONTRACTOR SHALL INSURE THAT NO FOREIGN
M,lT[AIAL AN010R LIOUJD,, SUCH AS PAINT, CONCRETE.
CEMENT, OIL. TURPENTINE, ACID OF! THE LII\E, IE DEPOSITED
OR ALLOWED TO l!E DEPOSITED ON ANY SOIL WITHIN THE DRIP
LINE (THE OUTSIDE EDGE OF THE FOLl.lGE OVERHANG) OF ,t,.p;y
TREE OR SHAUB. OR WITHIN f;" OF THE TRUNK OF A VINE.
SHOULD A'IY SUCH POISOi;ING or THE SOIL OCCUR, THE
CONTR.lCTOR SH.I.LL fl[..,0\/E $AID SOIL .lS DIRECTED l'IY THE
ARCHITECT Ai;O REPLACE WITH ACCEPTAIILE SOIL AT HO
EXPENSE TO THE OWNER.
f. EXC .. VATION .lDJACE"T TO EXISTING TREES AND SHRUIIS:
WHERE IT IS NECESS.O.RY TO EXC .. 1/ATE IN CLOSE PROJ.JMIT)'
TO EJ.IST11;G TREES AND SHRU!IS, All POSSl!ILE CAUTION
SHI.LL IE EXERCll,ED TO AVOID ll<JURY TO l'IQOTS ANO
TRUl<K EXCAVATION CLOSE TO TREES liH.lLL IIE IIY HANO,
TUN>IELING UNDER l'IOOT$ 1" AND LARGER IN DIAMETER.
CUTTING OF l'IOOT& 2· ANO LARGER SHALL •E ONLY O"' THE
Al'PR 011 AL OF THE ARCHITECT.
P'AINT CUT l'IOOTS WITHIN 2, HOURS; WHERE THIS IS HOT
P'OSSl!ILE, l(EEP THE SITE Of EXC.lVATION ADJACENT TO THE
Tl'IEE SH.I.OED WITH MOIST •uRL.lP OR C•NIIA$.
INVOICING Of PLANT MATEIIIALS Al<O SOIL PREPARATION ANO &OIL
PREPARATION CONFORM.lNCE TEST:
. 1 AFTEl'I INSTALL.lTION Of P'LAl<T M.lTERIALS IUT Pl'IIOR TO Tl'IE
P'RE·MAINTEN,lNCE INSPECTION, TNE ARCHITECT, WITH THE
HERETOfOl'IE liPEClflEO SIGl<ED COPIES Of THE REOUIRED
CERTIFICATE$, TRIP SLIPS ANO INVOICES FOR THE Pl.ANT
MATERIALS ANO l'IELATEO ITEMS. SH.lLL INCLUDE SUCH l,IATERIAL,
CQMPARl"G THE TOTAL ARE.l AN0I0R THE .t.MOUNTS SPECIFIED. If'
THE MINIWUM •MOUNTS HAVE NOT B[EN FURNISHED, THE
ARCHITECT Y<ILL REOUIRE THE l"STAll.lTION OF ADDITIONAL
M.l TERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED.
. 2 UPON DELIIIERl OF MATERIALS ANDIOR COMPlETION OF All SOIL
CONDITIONING AND GRADING, IIUT PRIOR TO INITIATING PL.NTING
OPEllATIOi;S, THE ARCHITECT WITH THE HERETOFORE SPECIFIED
SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS ANO
IN\IOIC!;S FOR SOIL PREPAR,lTION "li!J.1£1'IIALS, · SHALL INVOICE
SUCH MATERl.ll, COMPARING THE TOTAL :,f,iEA OF EACH
OPER.lTION. IF THE MINIMUM R.lTES OF APPLICATION HII.VE HOT
l'IEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF
-"DDITIONA~ OUANTITIES OF THESE MATERIALS TO FULFILL THE
MINIMUM APPLIC.lTION REOUIFlEMENTS SPECIFIED.
1.1.
SHALL CONTINUE THEREAFTER FOR NO LESS THAN 60 CALENDAR
DAYS.
"2 THE CONTRACTOR Sl1ALL CONTINUOUSLY MAINTAIN ALL INVOLVED
AREAS OF THE CONTRACT DURING THE PROGRESS OF THE WOAI< AND
DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WDRI<.
.3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN
IMMEDIATELY AFTER EACH PLANT OR lAWN IS PLANTED. PLANTS
AND LAWNS SHALL BE l<EPT IN A HEALTHY, GROWING CONDITION AND
IN A VISUALLY PLE.lSING APPE.lRANCE BY WATERING PRUNING
MOWING, ROLLING, TRIMMING, EOGING, FERTILIZING, R0E•STAKING:
PEST AND DISE.lSE CONTROLLING, SPRAYING, WEEDING, CLEANING-
UP AND ANY OTHER NECESSARY OPERATION OF M.llNTENANCE
LANDSCAPE AREAS SHALL BE KEPT FREE OF WEEDS, NOXIOUS
GRASS, ANO ALL OTHER UNDESIRED VEGE;TATI\IE GROWTH AND
DEBRIS. ALL PLANTS FOUND TO BE DEAD OR IN AN IMPAIRED
CONDITION SHALL BE REPLACED IMMEDIATELY WITHIN 3 DAYS. SEE
DRAWING FOR POST•FERTILIZATION [7·9·4) PROGRAM.
. 4 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENAl<CE
PERIOD WILL BE EXTENDED, WHEN IN THE OPINIOI< OF THE
ARCHITECT, IMPROPER MAINTEl<ANCE AND;OR POSSIBLE POOR OR
UNHEALTHY CONDITION OF PLANTED MATERIAL OR UN-ESTABLISHED
NON-CQIIERING LAWN$ ARE EVIDENT AT THE TERMINATION OF THE
SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHAlL BE
RESPONSIBLE FOR ADDITIONAL MAINTEl<,.NCE OF THE WQRI( AT NO
CHANGE IN CONTRACT PRICE UNTIL All OF THE WOAI< IS COMPLETED ANO ACCEPTABLE.
.5 THE CONTRACTOR SH.lLL BE RESPONSIBLE FOR MAINTAINING
ADEQUATE PROTECTION OF THE AREAS. DAMAGED ARE.I.S SHALL !E
REPAIRED IMMEOl,lTELY 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 WORI< OF
THE PROJECT, TO EST,lBLISH ALL REFEREI.CE POINTS SET FOR
CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CI\IIL
ENGINEER DRAWINGS.
GENERAL REQUIREMENTS:
, 1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO IIE
PLANTED WITH TREES, SHRUas. GROUNDCOVERS, SOD •No SEED.
. 2 ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS
WHEN WEATHER .lND SOIL COl<OITIONS ARE SUITABLE IN
ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE
. l ALL ROCKS AND CLODS 1· OR LARGER, AND OTHER GADWTH OR
ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR
COMPARISON TO A CONTROL MIJ.. COST Of THE ABOVE TESTING ev
TttE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR.
.4 AFTER LEACHING OPERATION, FOUR SOIL SAMPLES Will IIE TAl<EN
IIY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR
TESTING OF ECE ANO PH_ COST OF THE AflOVE TESTING BY THE
SOILS LABORATORY SHALL BE BOA,;£ BY THE CONTRACTOR.
f'ARL.2. • PAQDUCJS
2. 1 SOIL AMENDMENT ANO FERTILIZER:
.1 SOIL CONDITIONER Sl1.lLl CONTAII< A SPECIAL ILEND OF 0"GAN1C
FRACrlONS TO SUPPLY SEVERAL t>EGl'!EES OF BRE.lKDDWN RATE
WHICH LASTS UP TO 10 YEARS IN THE IOIL, A l'ORTIOI< OF
INORGANIC AMENDMEl<T Tl1AT AESISTS FURTHER •REAl(00WN l'N
OF !;.$ lv 6.£, SALINITY OF J 0, OFIGANIC MATTER (DRY WEiGHT
B.O.SIS) MORE THAN 10'1., NON-IONIC WETTING AGENT AND TOTAL
NITROGEN CONTENT OF 0.5%. (LOo\MEX. WIL-Gl'IO, LIFE fOFIEST
HUMUS).
. 2 GYPSUM SHALL BE A COM~ERCIALLY PROCESSED AND PACl<.lGED
GYPSUM (CASO 2H20) WITH MINIMUM t()'>, GFIAOE CONTAINING 1'%
COMBINED SULFUR.
.3 IRON SULFATE (EXPRESSED AS METALLIC) U% OF QUALITY
APPROVED BV ARCHITECT . ,
. • SULPHUR (SOIL) (ELEMENTAL) It% OF QUALITY APPROVED BY
ARCHITECT.
, i; FERTILl2:ER (COMt.lERCl.lL) SHALL •E A COM!IIN.lTION OF NATUR.ll
ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING.
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND
SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE
PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC .t.CID
POTASH
1.0% MINIMUW
10.0% MINIMUM
10.0"'-MINIMUM
APPROVED
ENGINEERING PLANCHECKER DATE
.6
. 7
.t
DEBRIS ACCUMULATED DURING THE DURATION Of THE PROJECT,
SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY
EXEMPTED IN WAITING .
PRIOR TO THE EXCAV.t.TION FOR Pl.ANTING OR PLACING OF PLANT
MATERIALS, LOCATE All UNDERGROUNO UTILITY LINES STILL IN USE
AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH
IMPROVEMEl<TS. IN THE El/ENT OF A CONFLICT BETWEEN SUCH
LINES AND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL
ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE
CONTRACTOR ASSUMES All RESPONSIBILITY FOR WAKING ANY AND
ALL REPAIRS FOR DAMAGES RE SUL TING FROl,I WORI< AS HEREIN
SPECIFIED.
GRADING AND SOIL PREPARATION WQRI( SHALL BE PERFORMED
ONLY DURING THE PERIOD WHEN l'IENEFICIAL AND OPTIMUM
RESULTS MAY BE OBTAINED. If THE l,IOISTURE CONTEl<T OF THE
SOIL SHOULD REACH SUCH A LEVEL THAT WORl<ll<G IT WOULD
DESTROY SOIL STRUCTURE, SPRE.lDING .lND GRADING OPERATIONS
SHALL BE SUSPENDED UNTIL T~E MOISTURE CONTENT IS
INCREASED OR REDUCED TO ACCEPTABLE LEI/ELS AND THE
DESIRED RESULTS ARE Lll(ELY TO BE OBTAINED .
.lLL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE
PROCEEDING WITH ANY WORK, C.lREFULLY CHECI< AND VERIFY All
OIi.iE~ SIOt,S AND IMMEDIATELY INFORM THE ARCHITECT OF ANY
DIS'cREPANCY BETWEEN THE DRAWINGS •NO/OR SPECIFIC.lTlONS
AND ACTUAL CONDITIONS.
QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE
ONLY, AND ARE l<OT GUARANTEEO. CHECK AND VERIFY COUNT AND
SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS.
ADEQUATELY STAKE, !ARRICADE, AND PROTECT ALL IRRIGATION
EOUIPMENT, MANHOLES. UTILITY LINES, AND OTHER EXISTING
PROPERTY DURING ALL PH.lSES OF THE SOIL AMEl<OING AND
GRADING OPERATIONS.
S1'.f.C.lM E ti' t B E E S E.Lf.C.ILOli.;
A. ONE SAMPLE OF EACH TREE VARIETY ANO SIZE, C.O.LLED OUT
ON DRAWINGS 15,GALLON AND LARGER SHALL IIE DELIVERED
TO THE PROJECT SITE FOR APPROVAL PRIOR TO
INSTAlLATION.
B. 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 2,· BOX SIZE AND LARGER TAGGED AT THE NURS£RY ANOIOA
AT ITS PLACE OF GROl'iTH, OR AS OTHERWISE SPECIFIED Ot.
DRAWINGS.
FERTILIZER (COMMERCIAL) SHALL l'IE A LONG-LASTING CONTROLLED
RELEASE PL.O.STIC-COATED, UNIFORI.'. IN COMPOSITION, FREE"
FLOWING, SUIT.lBLE FOR APPLICATION WITH APPROVED
EQUIPMENT, ANO SHALL CONTAIN TH.E FOLLOWING MINIMUM
AYAIL.t,SLE PERCENTAGES l!IV WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
2U)"-MINIMUM
0 0'1. M;Nlt.lUM
0.()'I, MINIM:Jt.1
. 7 FERTILIZER (COMMERCIAL) SHALL BE A LONG-L.O.STING CONTROLLED
1\P F1 Fe o \1E: o
),.ND
INCLlJlJING
F'OR PL/1,NTINC~
rr-cF~rc; A'TIO N o NL.YI
PRF:CISf.
LO c: l-\'l' ION OF' P LA.NT IN Cr
A.Rr:As.
"AS BUil T"
REYl[Y,£[) BY:
INSPECTOR
DATE
OATf
, :, A SAl.!PL!c OF THE SOIL AM1:NDMEIHS &HALL IIE OEUVERED TO THE
ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT
FOR SUBMITTAL TO A TESTING L.ll!IORATORY. AFTER SOIL
AMENDMENTS H.lVE IEEN THOROUGHLY MIXED INTO THE SITE,
RAN DOM SA MP LES OF THE MIXED SOIL WILL • E T Al< EN::_:.JrY.::::::;J::H::E:_-=:::;::~~:;:::-:---"--r--------------------t======t=====i=======================================~=====~======t======~====~
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 29
AV RA PHASE II
F"ourth Av!!lnue CO(porate Cat1t8r l------+---+-------------------+-----lr---f-~--;-----, 1551 Fourth Avenue/Suite 200
San Diei;io, CA92101
(619) 239-2450/FAX 239-0107
Landscape Archoecture • Plarnrg If 9 /--02,0 IM-. BT: I PR~CT NO. u. t>RAWhiC NO.
OAlE N1IAL 01\lE NTIAI. OAlC NTW. CHKD BT: ~--1 GTSO--B5 320-<;,, ~-=~....,.~:_:OF~.,:-:•L __ _:R~E~Vl:Sl:O:N~O:£:S:CR:l:P~TI:O~N~---_tOl\0~~ .. ~1 ,~,JV~Ai..~l.:a:rr:•~-:::o:":Al..~~R~\/\IID~:;:::B~T~: ==~~·===:::=:=::
2.2
2.3
2.4
3.4
¥.
RELE•SE PL,.STIC-CO,.TED, UNIFORM IN COMPOSITION, fREE-
FLOWING, SUIT •BLE FOR APPLICATION WITH APPROVED
EQUIPMENT, •ND SHALL CONTAIN THE FOLLOWING MINIMUM
AVAIL,.BLE PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POT .>.SH
16.0% MINIMUM
20.0% MINIMUM
0.0% MINIMUM
.9 FERTILIZER (COMMERCl•L) SHALL BE A COMBINATION OF NATURAL
ORGANIC AND INORGANIC GAANUL•R FERTILIZERS, FREE-FLOWING,
SUITASLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND
SH.LL CONTAIN TliE FOLLOWING MINIMUM AV.AIL•BLE
PERCENT,.G!::S SY WEIGHT OF PL•NT FOOD:
NITROGEN
PHOSPHORIC •CID
POTASH
7.0% MINIMUM
9.0% MINIMUM
4.0% MINIMUM
. I PL,.NTING T•BLETS SH.LL SE TIGHTLY COMPRESSED CHIP TYPE
COMMERCl•L GRADE PL.ANTING T • BLETS, OF VARYING SIZES WITH
THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT
FOOD:
NITROGEN
PHOSPHORIC •CID
POTASH
20.0"4 MINll,IUl,I
10.0"4 MINIMUM
5.0% MINIMUM
. 1 0 SOIL ENHANCER SHALL BE SARVON
PLANTING BACKFILL:
PL•NTING B.lCl(FILL 15 PER THE SOIL TEST RECOMMENDATIONS AND
PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED M:XTURE OF
EXISTING SITE SOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURE.
SOIL CONDITIONER
SITE SOIL
114 CU. YD.
l/4 CU. YD.
IRON SULFA TE
GYPSUM
1 LBJPEA CU YD OF MIX
10 LS S.:PER CU YO OF MIX
STAl(ING M.ATERIALS:
STAKES SHALL BE OF LODGE POLE PINE THESE SHALL BE STRAIGHT
SHAFTS SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS,
OF UNIFORM THICKNESS WITH '-MINIMUM DIAMETER OF 2 INCHES, FREE OF
LOOSE KNOTS, SPLITS OR BENDS STAKES SHALL BE NO LESS THAN TEN
(10) FEET IN LENGTH.
GUYING MATERIALS:
.1 GUY WIRES SHALL BE OF PLl,O.BLE, ZINC-COATED STEEl. OF NO. 12
GAUGE.
...
FOR TESTING SOIL TEST SHALL MEET THE FOLLOWING
REQUIREMENTS:
ECE MAXIMUM 3.0 X 103
PH MAXIMUM 7.5
A PERCENT Of ORGANIC MATTER SOIL TEST •FTEA LE.lCHING
MAY BE REQUIRED BY ARCHITECT.
C. RE,.APPLICATION OF SOIL AMENDMENT AND LEACHING
OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS
SHOW .A NEGATIVE RESULT EXPENSE OF TEST, RE·
.APPLICATION OF A SOil AMENDMENT AND LEACHING
OPERATION SHALL BE BORNE BY CONTRACTOR.
D. DEEP W.ATER LEACHli'<G SHALL BE DONE PRIOR TO THE
APPLICATION OF IBE COMIAERCl.ll FERTILIZER 1-10-10.
NO PL.ll'ITING SHALL BE INSTALLED UNTIL APPROVAL HAS
l!EEN GIVEN BY THE ARCHITECT IN WRITING
CARE SH.lLL l!IE TAKEN THAT THE IIATE OF APPLICATION OF WATER
DOE!, NOT CAUSE EROSION OR SLUFFING OF SOILS
. ~ ALL DEPRESSIONS, VOIDS, EROSION SCARS . .AND SETTLED
TRE"1CHES GENERATED BY THE DEEP WATERING SHALL l!IE FILLED
WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE.
FINISH GRADING,
. 1 FINISH GRADES SHALL !!IE •s INDIC.lTED 0"1 CIVIL ENGINEER'S
DR.WINGS.
.2 FINISH GRADES $HALL l!IE ME.lSURED AS THE FINAL WATER•
COMPACTED .AND SETTLED SURF•CE GR.lDES AND SHALL l!IE WITHIN
PLUS OR MINUS O 1 FOOT OF THE SPOT ELEVATIONS ANO GRADE
LINES INDICATED ON THE CIVIL ENGINEE.R'S DRAWING
. 3 FINISH GRADES SHAU. BE MEASURED &T THE TOP SURFACE OF
SURFACE MATERIALS.
. 4 MOLDING ANO ROUPlDlNG OF THE GRADES $H.l,LL BE PROVIDED AT
ALL CHANGES IN SLOPE.
.5 All UNDULATIONS ,AND IRREGULARITIES IN THE PLANTING
SURFACES RESULTING FROM TILLAGE, ROTOTILLING, .ANO ALL
OTHER OPERATIONS, SH.ALL IIE LEVELED AND FLOATED OUT
BEFORE PL.ANTING OPERATIONS ARE INITl.l TED.
.6 THE CONTRACTOR SH•LL TAKE EVERY PRECAUTION TO PROTECT
AND AVOID D•MAGE TO SPRINl(LER HE.lDS, IRAIG.1,TION LINES, •NO
OTHER UNDERGROUND UTILITIES DURING GRADING •ND
CONDITIONING OPE.RATIONS.
2.S
).5
. 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES
X .& INCHES OF SOLID LUMBER, 1' -6' IN LENGTH.
. S HOSE fOR COVERING WIRE SHIILL BE OF 2-PL'I' REINFORCED
RUBBER, USED OR NEW, G•ROEN HOSE TYPE Of •T LE.ST 1/2 INCH
IN DIAMETER.
. 4 FLIIGS, TO BE .ATTACHED TO GUYS, SH•LL BE OF SURGIC•L TUBING,
118 INCH IN DIAl,IETER AND FOUR FEET LONG, OF UNIFORM
THICKNESS.
. 5 TREE TIES SHALL BE BORDON CINCH-TIE OA IIPPROVEO EQUAL.
PL•NT MATERIALS:
• 1 NOMENCL,t,TURE: THE SCIENTIFIC IIND COMMON NAMES OF PL.lNTS
HEREIN SPECIFIED CONFORM WITH THE .APPROVED NAIAES GIVEN IN
"A CHECKLIST OF WOODY ORN.lMENT.AL PL.ANTS OF CALIFORNI.A",
PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF
AGRICULTURE, M•NUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON
DRAWINGS.
. 2 OU.lLITY IIND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG
STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE
FROM DISEASE. I"1SECTS, INSECT EGGS, .AND MEET OR EXCEED THE
MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SU81AITTED TO
THE ARCHITECT.
. 3 CONTAINER STOCK (!·GALLON, 5-GALLON, 15-GALLON, A"1D BOX
SIZES) SH•LL H.lVE GROWN IN CONTAINERS FOR AT LE.o,ST SIX
MONTHS, BUT NOT OSER TWO YEARS. NO CONTAINEi<, PLANTS THAT
HAVE CRACKED OR BROKEN 8.1,LLS OF EARTH, WHEN TAl(EN FROM
THE CONTA!NER, SHALL BE PL.lNTfO, EXCEPT UPON SPECii,L
•PPAOVAL HO TREES W!TH D'-MAGEO ROOTS OR BROKEN BALLS
SHALL BE PL,O.NTED
. 4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY
WRITTEN APPROV.ll FROl,I THE ARCHITECT.
INSPECTl0"1 OF PL.lNT MATERIALS, REQUIRED BY CITY, COUNTY OR
STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE
CONTRACTOR, A"1D WHERE NECESS~RY CONTR.1,CTOR SHALL Hi,VE
SECURED PERMITS OR CERTlflCATES PRIOR TO DELIVERY OF
PLANTS TO SITE
.6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR
REJECTION, AT THE PROJECT SITE .AT ANY TIME BEFORE OR DURl"1G
PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, L.lTENT
DEFECTS A"1D INJURIES
REJECTED PLA"1TS SHALL BE REI.IOVED FROM THE PROJECT SITE
IMMEOl.l TELY.
. 7 SUBSTITUTIONS WILL NOT !!IE PERMITTED EXCEPT THAT IF PROOF IS
SUBMITTED THAT ANY PL.lNT SPECIFIED IS NOT OBTAIN.ll!LE, A
.1 FIN.ll FINISH GR•::>ES SHALL INSURE POSITIVE DRAtN.lGE OF THE
SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS,
AND TOW,t,RD RO.lDWAYS, DR.llNS, •ND CATCH IIASINS
. 8 FINAL GRADES SHALL BE ACCEPT.ABLE TO THE. ARCHITECT IUORE.
PLANTING OPERATIONS WILL SE .ALLOWED TO BEGIN
. 9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN ONE
(1) PE.RCENT SURFACE SLOPE FOR POSITIVE. OR,O.IN'-GE AWAY FAOI.I
ALL l!IUlLD 1NG:i
.1 THE LAYOUT OF LOC.lTIONS FOR PL .. NTS AND OUTLINES Of
GROUNOCOVER TO BE PLANTED SHALL IIE .APPROVED ON THE IITE
IIIY THE ARCHITECT. PRIOR TO Tt-!EIR PLANTING
. J
All SUCH LOCATION$ SHALL IE CHECl(EO fOR "0SSt!LE
INTERFERENCE WIT'1 ["STING UNDERGROUND PIPING, PRIOR TO
EXCAV.lTION Of HOLES. If UNDERGROU"1D CDNSHIUCflO>< OR
UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION Of l'LANTING
AREAS, OTHER LOC.lTi0f,j$ FOR THE l'LA>iTING MAY IIE SELECTED
BY THE Al'ICHITECT DAMAGE TO EXIS>INCi UTILITIEli 1"''-LL aE THE
l'IESPONS!IILITT OF THE CONTl'IACTOR .
PLAtiTINCi TflEES SNRU8S._AlilL..Y1'i.U.;
". •LL EXC.lY.lTED !-<OLES SHALL HA\/[ VERTIC.lL Slot, WITH
flOUGHENED SURFACES AND SHALL IIE Of TH[ MINIMUM SIZES
INOIC.lTED ON DIIAWINGS HOLE$ SHALL IE., IN ALL CASES,
LARGE EN0UG'1 TO l'[RM:T HANDLING .AND l'L,lNTING t,,ITHOUT
INJURY OR BRE.lKAGE Of l'IOOT ■ALLS OR IIOOn
B. EXCAVATION SH-'ll INCLUDE THE STRIPPING ,I.NO IT>,'.j'<i>G Of
.All ACCEPH,BLE SOIL ENCOUNTERED WITMIN THE ARE.lS TO
IE [XC.lV.lHD FOil "l.lNT ,-ITI; ANO PL,lNTING aEO~.
PROTECT ALL AR[.lS TH,t,T ARE TO IE TRUCKED OVER •~D
U"ON W'1IC"1 IOIL IS TO 9E TE..,POR.Al'IILT STAC<'E.P PENO>NG
ITS RE·USE FOR TH[ FILLING OF HOLES, ,-ITS, ._ND IIEDS
C. EXCEl;S SOIL GENERATED FROM THE PLANTING HOLES SHALL
IE SPREAD ON THE SITE •S DIRECTED BY THE M1CHITECT .
D PLANTS IN CAN CONTAINERS SHALL HAVE THE CU<S DPEl-lED
IIIY CUTTING YEATICALLY ON OPPOSITE SIDES OF EAC'1 C•N
WITH NURSERY CA"I OPENERS, TIN SNIPS. OR OTHER
.APPROVED INSTRUMENTS FOR THIS PURPOSE. All USED
CANS SHALL IIE l'IEMOVED TO THE STOR.lGE •REA OR FROM
THE SITE DAILY
E THE PLANTS SHALL II[ PLANTED •T APPROVED L0CAT~"1S
WITH THE HERETOFORE SPECIFIED C0"1DITIONER ANO BOIL
PL.lNTlf,jG BACl(FILL. HO PLANT EXCEPT GAOUNDCOVER
SH.lLL IIE PL.1,NTED WITHIN THREE [3) FEET Of S~RINKLER
PROPOSAL Will BE CONSIDERED FOR USE OF THE NEAREST
EOUIVIILENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE
SUBJECT TO •RCHITECT'S WRITTEN •PPROVAL •
. .
-• au•HTITIES SH.ALL BE FURNISHED 11S NEEDED TO COMPLETE WORI(
SHOWN ON DRAWINGS.
. 9 THE •RCHITECT RESERVES THE RIGHT TO INSPECT ROOT COHDrTION
OF •NY SPECIES, PARTICULARLY THOSE GROWN FROM SEED .AND IF
FOUND DEFECTIVE, TO REJECT THE PL.lNTS REPRESENTED' BY THE
DEFECTIVE SAMPLE .
.10 IDENTIFY PLANT SPECIES OR VARIETIES CORAECTi..Y ON LEGIBLE
WEATHERPROOF L•BELS ATTACHED SECURELY TO THE Pl.lNT0
THERE SHALL l!E " MINIMUM OF ONE L,t,BELED PLANT FOR EACH 5
PL.lN TS IN A LOT.
. 11 HYDRO-SEED MIX AND MATERIALS SHALL BE AS CALLEO OUT ON
DR.WINGS.
.1? GROUNDCOVER PL .. NTS SH•LL BE HEALTHY, VIGOROUS ROOTED
CUTTINGS GROWN IN Fl.ATS UNTIL ffiANSPLANTING.
. 1 3 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR
EOU.lL.
.14 WEED CONT.lCT SPRAY SHALL BE ROUNDUP.
f'.A 13.I . ..l....:....U:..E.CIDJQ.ti
J.1 SITE PREPARATION ANO WEED AB-'TEMENT:
. 1 GAUS AND CLEAN PLANTIN·G •REA, REMOVl"1G DEBRIS .AND ROCI(
4 AND ERADICATING WEEDS
. l WEED EA.lOICATION SHALL BE DONE TEN (10) DAYS PRIOR TD
COIAMENCEMENT OF .ANY PLANTING OR IRRIGATION WORK.
3.2 WEED ABATEIAENT
. 1 UPO'-COMPLETION OF THE IRRIGATION SYSTEM •ND AFTER DE BRtS
ROC;;:S .AND EXISTING WEEDS .AND GROl'.,H HAVE BEl;N REMOVED
FROM THE PLANTING •REA, .APPLY 2()(1 POUNDS OF COMMERCIAL
FERTILIZER 21-0-0 PEA ACRE.
.2 WATER ALL AREAS EVERY D.lY FOR TWENTY-ONE (21) CONSECUTIVE
DAYS AND U"1TIL WEED SEEDS HAVE GERMINATED CEASE
W,o.TEAING FOR THREE (3) DAYS •ND SPRAY NON-SELECTIVE
HERBICIDE "ROUNDUP" TO ERADICATE THE GEAMINATE.O WEEDS
TRAl-<SLOC._TION OR APPROVED PERI0D SHOULD l!IE 7-10 DAYS .
NOTE: MERSICIDE APPLICATOR SHALL SE LICE"1SED BY THE STATE
OF CALIFOR"1IA.
F .
G
H.
I
J.
K.
L.
HE.lDS NO TREE $HALL BE l'L.,NTED WITHIN SIX (6) FEET OF
SPRINKLER HEADS
THE PLANTS $HALL BE PLACED IN T'1E PLANTING PITS ON THE
BACKFILL .,_ATEAIALS WHICH H,O.$ IIEEN HAND•TAMPED •ND
W.ATER HAS SETTLED TO THE ROOT BALL 1.lSE LEVELS
PRIOR TO THE PL.lCEMENT OF THE PL,.,NTS. •FTER SETTING
THE PLANTS, THE REMAINING B•CKFILL MATERl•L SHALi BE
CAREFULLY TAMPED ANO SETTLED .lROUND EACH ROOT l!"'LL
TO fill ALL VOIDS.
EAC'1 TREE •ND SHAUi! SHALL IE PLACED IN THE CENTER OF
THE MOLE &ND SHALL BE l,ET PLUMB •ND HELD RICllDLY IN
POSITION UNTIL THE PLANTING IIACl(flLL H•S l!EEN TAMPED
FRO"' .AIIOUND EACH ROOT BALL
.ALL PLANT& SHALL IE SET .AT SUCH ,l LEVEL THAT .AFTER
SETTLING, THEY IIEAR THE S.lME IIEL.lTIONSHIP TO THE
SUAAOU!<DING FINISH GRADE AS THEY IORE. TO THE SOIL LINE
GRADE IN THE CONT,AINER, UNLESS OTHEl'IWISE NOTED.
Pl,.,NTl"G TABLETS SHALL IE l'L.lCED IN EACH PLANTING
HOLE AT THE FOLLOWING RATES.
(1 )-5
11 r 21
(3)-21
(5)•21
(1)-21
GRAM TAl!LET
GRAM TAIILET
GIIAM TABLETS
Gl'IAM TAl!LETS
GRAM TABLET
PER LINER ANO FlAT SIZE P,LANT.
PER 1-GA.LLO'< CONTAINER.
l'ER &·G .. LLON CONT.AlloiER.
PEA 15-GALLON CONTAl"IER.
PEA E•CH J" OF •ox SIZE.
HO P'LA"IT Will IE .ACCEPTED If THE IIOOT IALL IS ll'IOl(EN
OR CRACKED, EITHER IEFOl'IE, DUl'IING OR •FTER THE
PROCESS OF INSTALLATION.
ALL PLANTS SHALL ■E THOROUGHLY WATEl'IED IN TO THE
FULL DEPTH OF E,._CH PLANTING HOLE IMMEDIATELY AFTER
PLANTl"1G
•LL TREES 15 GAL. &ND SMALLER SH•Ll iE STA1<;ED WITH
TWO LODGE POLE STA!<:ES, DRIVEN INTO THE GROU>;O ON THE
WINDWARD SIDE OF THE TREE. THE STAKES SHALL IIE
DRIVE"1 IN PLUMe AND SECURE. SPECI.AL CARE SHALL IE
T.A!<:EN THAT THE DRIVING IN OF THE STAKE DOES NOT
DAMAGE THE TREE ROOTS OR ROOT B.l,LL. TREE TIES SHALL
BE FASTENED TO EACH TREE •ND STAI(£ IIY LOOPING FIGURE ,·s WITH THE INSIDE 0I.lMETER OF THE TIE •T 2 OR 3 TIMESTl-\1:cl:>i,l..t'l'11$,
TJ>,,c~ AND ~'( TJM;K1H<i THc 8A<:;I< OP Tl-IE ni:e TO ,HE ~T~-
(SEE DET.AILED DRAWINGS.)
Fourth A\lenue Corpor.i:ti;t Center
155 l Fourth Av@nu@/Suit9 200
San Diego. CA 92101
(S 19) 239·:2450/ FAX 239·0107
/P'S7/-o36
D•T£ NTIAl
3.3
APPROVED
. S R•KE AND H•UL OFF •LL DEAD WEEDS TO 112 INCH 8ELOW THE
SURF •CE OF THE SOIL.
.4 IF PEAENNl•L WEicDS OR GA.ASSES STILL EXIS't, RE-WATER EVERY
D•Y FOR FOURTEEN (H) CONSECUTIVE DAYS, UNTIL THE NEW
GROWTH APPEARS. RE-APPLY A NON SELECTIVE HERBICIDE.
REMOVE WEEDS IIFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO
KILL
SOIL CONDITIONING, FERTILIZING •ND ROTOTILLIHG:
. 1 .AFTER THE AREAS HAVE BEEN DEEP RIPPED TO A DEPTH OF I
INCHES, THE FOLLOWING RATES OF SOIL CONDITIONING •ND
AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER •LL
PLANTING •RE.lS AND SH•LL BE THOROUGHLY SCARIFIED TO AN
AVERAGE DEPTH OF SIX INCHES BY AOTOTILLING " MINIMUM OF TWO
•L TEANATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED
WITH SOIL.
A . SOIL CONDITIONER
SOIL SULPHUR
IRON SULFATE
GYPSUM
5 cu. YD. PER 1,000 SQ. FT.
10 LBS. PER 1,000 SQ. FT.
20 LBS. PER 1,000 sa. FT.
250 LBS. PER 1,000 SO. FT.
RATE OF APPUC.lTiON IS FOR BIDDING PURPOSES ONLY • SOIL
TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT
YARDAGE. ADJUSTMENTS (PLUS OR MINUS) M.lY BE
NECESSARY. THE RESULTS •ND RECOUMENOATIONS OF THE
SOIL TESTING LA80RAT0RY SHALL BE SUBMITTED TO ANO
APPROVED BY THE CITY.
B. FERTILIZER (COMMERCIAL): 1-10-10 SH.LL BE APPLIED AT
THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET .AND
SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE.
FERTILIZER SHALL BE APPLIED •FTER LEACHl"IG OPEAATl0"1.
C. $ARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000
SOU,O.RE FEET. SARVON SHALL BE APPLIED IN ARE.O.S
INDICATED BY NOTES ON THE DRAWING.
.1. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING
.AND INCORPORATION OF THE SOIL CONDITIONERS:AMENDMEIHS
SHALL BE ACCEPTABLE TO THE ARCHITECT. FOR SLOPES 2:1 AND
STEEPER, OR AS PER THE DRAWINGS, OMIT SOIL CONDITIONER
APPLICATION AND TILLl"IG
.3 P.f.U .. W,t,TER LEACHING·
A. AFTER COMPLETE INST.ALL,I\TION AND TESTING OF THE
IRRIGATION SYSTEM A"ID .APPLICATION Of SOIL CONOITIO"IING,
.ALL AREAS SH.lLL IIE DEEP WATER LEACHED •ND
COMPACTED ANO SETTLED BY CONTINUOUS APPLICATION OF
IRRIGATI0N W.lTER UNTIL THE SOIL HAS RECEIVED " MINIMUM
OF SIX INCHES OF W.lTER
B _ .AFTER LEACHING OPERATION, FOUR SOIL S•MPLES SHALL BE
TAl(EN BY ARCHITECT .lND SUBMITTED TO SOIL LABORATORY
M.
N.
THE DIAMETER OF THE TREE ANO BY TACKING TME IACI( OF
THE TIE TO THE STAKE. (SEE DETAILED D'lAWINGS.)
ALL SPECIMEN TREES 2r IOX AND LARCiE.R SHALL BE GUYED
.AS DET,O.ILED.
THE ST.lKING AND GUYING SHALL BE ACCOMPLISHED IN SUCK
A MANNER AS TO INSURE THE PROPER ANO 1-<EALTHY GROWTH
AND SAFETY OF THE PLANTS, PAO•ERTY, ANO THE PUl!ILIC.
ENGINEl:HING PLANCHl:CKER OATE
AP}):RO VF:D F'O R PLANTINC~
A,Nl) IRR IC~ i\ 1'IO N ON LY,
INCI,lJDING PF<F:CISE
LOCA1"ION OF' PL .. c\NTINC~
Li\REA .. S.
---<I uTI
"AS BUil T"
RC( ___ EXP.
REV,EWED BY:
INSPECT~
CITY OF CARlSBAD
PLANNING DEPARTMENT
OAT[
DAT[
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 29
VIARA PHASE 11
APPROYE D ~~,.;>,, 1Jf~93
I\SSiSTAlil DATE
D~ BY: PROJECT NO. DRAWING
D•T£ INITlAI. DATE: ~ CHKD BY:
NO.
!)lfgiJ_Jt OF-=-:; REVISION DESCRIPTION 01!0 l>Pf'ft.OVAJ.. CITY N'Pi!OVAJ.. RVWD BY: C, T SC)~ .35 I 32<'.'.p-04---
=------_,_ .. ~ _., ----------•, ... --·
.3
-•
&.•~Ill.~
0.
P.
THE . _C_ONTR,.CTOR SH,.ll BE RESPONSIBLE FOR ,.LL
SURF~ ,.ND SUBSURF,.CE DR,.IN,.GE REQUIRED WHICH 1,1,.y
AFFECT HIS GUAA,.NTEE OF Tl-IE TREES, SHRUBS, ,.ND VINES.
PRUNING ,.FTER PLANTING SHALL BE REOUIRED ON ALL
TREES, SHRUBS, ,.ND VINES WHEN NECE;SSARY TO PROVIDE
THE SPECIFIED OR ,.PPROVEO ST,.NOARD SHAPES, FORM
,.NDIOR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING
M,.Y INCLUDE THINNING, TOPPING, ,.ND/OR CUTTING AND
SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS
OVER 3/4 INCH IN Dl,.METER SHALL BE PAINTED WIHl
,.PPROVED TREE SEALANT.
Q ALL TREES 24" BOX AND LARGE.A SH,.LL BE SPOTTED ,.ND
PLANTED WITH A CRANE.
R. ,.LL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN
PLACE PRIOR TO THE DIGGING OF THE HOLE_
PLANTING GRQUNDCQVERS
,. .
B.
C.
D.
E.
GROUNDCOVERS $HALL BE PL.UITED IN THE .O.RE.o.S
INDICATED ON THE DRAWINGS. THE GROUNOCOVER PLA>HS
SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SH.llL
REMAIN IN THOSE FLATS UNTIL TRANSPLA>ITING.
,.LL GROUNDCOVEA PLA>ITS SHALL BE PLA>ITED WITH SOIL
AROUND ROOTS IN STAGGERED ROWS, E;VENLY SPACED AT
THE INTERVALS CALLEO OUT ON THE DR.lWINGS.
THE GROUNOCOVER PLANTS SHALL BE PLANTED
SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING
TABLET SHALL BE PL,lCED IN EACH PLANTING HOLE AND
SHALL BE IMMEDl,lTELY SPRINl(LED AFTER PLANTING UNTIL
THE ENTIRE ARE.l IS SOAl(ED TO THE FULL DEPTH OF -'LL THE
HOLES
THE GROUNDCOVER PLlNTING AREA SHALL BE HAND-
S-.O')THED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH
FINAL FINISH GRADE
GROUNDCOVER SHALL BE PLlNTED WITHIN 12-OF MAIN
PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED
HYDROSEU>_iliCi SHRUBS. TREES AND GROUNDCOYERS·
A_ HYDRO-SEED SHALL BE APPLIED IN THE AREAS INDIC-'TEO ON
THE DRAWINOS ANO AS CALLEO FOR PFR 1-'IX.
B. HYDRO•SEEDING EOUIPMENT: HYDRAULIC EQUIPMENT USED
FOR THE APPLICATION OF FERTILIZER. SEED. AND SLURRY OF
PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER
3 6
c.
D.
E
HYDROSEEOER" TYPE AS ,.PPROVED BY THE ARCHITECT
THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM
WITH AH OPERATING CAPACITY SUFFICIENT TO ,.GITATE
SUSPEND, ANO HOMOGENEOUSLY MIX A SLURRY CONT,.INING
1,200 POUNDS OF MULCH ,.ND SEED. THE SLURRY
OISTFilBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT
STOPP,.GE um SHALL PROVIDE EVEN DISTRIBUTION OF THE
SLURRY. THE SLURRY TANI( SH,.LL HAVE ,. 1-'INIMUM
CAPACITY OF 1,350 GALLONS AND SHALL BE J.!OUNTED ON ,.
TRAVELING UNIT WHICH WILL PLACE THE SLURRY T,.NI( AND
SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS
TO BE SPRAYED SO ,.S TO PROVIDE UNIFORM DISTRIBUTION
WITHOUT WASTE.
APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE
THE EQUIPMENT OPER.lTOR SHALL SPRAY THE SOIL WITH A
UNIFORM VISIBLE CO.lT OF SLURRY. THE SLURRY SHALL BE
APPLIED IN A SWEEPING MOTION IN AN ARCHED STRElM SO
AS TO FALL Lll(E RAIN ,.LLOWING• THE WOOD FIBERS TO BUILD
UPON E,.CH OTHER, UNTIL A COMPLETE. EVEN COVERAGE
COAT IS ACHIEVED.
HYDRO-SEEDED AREAS SHALL BE l(EPT MOIST ,.T ALL TIMES
20 · 2~ DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF
THE PL,lNTS IS SUFFICIENTLY WEll-EST.lBLISHED AS PER
ARCHITEC T"S APPROVAL.
HYDRO-SEEDED AREAS SHALL !IE Pl'10TECTED AG.lo.INST FOOT
TRAFFIC AND OTHER USE IMMEOl.lTELY AFTER HYDRO-
SEEDING IS COMPLETED BY PLACING WARNING SIGNS ANO
TEMPORARY TWINE ANO FLAGGl>IG AROU>IO THE AREAS
F. RE-HYDRO-SEEDING OF BARE AREAS SH.lLl BE DONE THIRTY
(30) DAYS AFTER INITIAL APPLICATION.
HERBICIDE APPLICATION:
PAE-EMERGENT HERBICIDE SHALL BE APPLIED TO GRDUNOCOVER "REAS
ONLY l3Y A HERBtCIDE .lPPLIC.TOR LICENSED BY THE STATE OF
CALIFORNl.l -'ND IN ACCORDlNCE · WITH MANUFACTURER'S
SPECIFICATIONS ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE
TIME Of THE APPLIC.lo. TION
l.7 CLE .. N UP;
AS PROJECT PROGRESSES. CONTRACTOR SH.lLl M.llNTA!N ALL AREAS IN
.l NEAT MANNER -'NO REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER
CO .. PLETION OF PROJECT. CONTRACTOR S>ULL REMOVE ALL DEBRIS A>ID
CONT.llNERS USED IN ACCO ... PLISHING WOA~. HE SHALL SWEEP AND
CLEAN .lLl SIDEWALKS. ASPHALT. ANO CONCRETE AREAS ADJACENT TO
PL .. NTINGS
APPROV[D
AP fl i\C) vsr) F'O l{ flL,,\NTIN c~
AN[) ITcl<IC;A'T'lON ONLY,
INCT ,tTI)INc; PRF:C:ISE -----------"'"" ·---
LOCATION 0}' PL1\N(['ING
[XP. DATE
r-C-'N_G_I_N_[_C_R_I_N_G_P_L_A_N_C_H_E_CK_C_R --□-A-T-E-~. ~4.l-C:E i-\S. INSPECTOR c, ,n: .-----.......----------·----__--_--::_~c-=--=--=-i-=---_--__1---_--_--_~c-=--=-~r.::::;:~~::::~=:::::::::;;:::::::::::::::=::::::-;::::::=1
.-------ir-------r------------+--+-------+------+--------,t ~ 11 c iryLA2EG ~E~JA~ ~
~-------------------,._._,..,_ LANDSCAPE IMPROVEMENTS FOR:
Fourth Aven1,1a Corporate Center
1ss, Fo1,1r1h Avenue/S1J11e :200
Sari D1e-90, CA 92101
(619) 23Q-2450;FAX 2:'39-01 07
l...andscepe Architecture • Pt¥ining
PLANNING AREA 29
A . lARA PHASE II I .
t---t------t------------------l----+--+-----1-----IIAPP~~ ~
t----t---t-----------------·----11------li------J------t----11 ASSl!>i~
Y: ' c=f'RO.C_ CT NO.
1-11-93
DATE
DiKD BY:___ -·:u:::: RVWD BY: CT 90,-J..J
~TE NTIAI.
Of"-RE\IISlON DESCRIPTION
DAll HTIAL D~l[ NlW-
PLANT LEGEND
' '(:J,: .,·, tl >•I
(.;'.
'' ,, /\ .,,\
/,I J:
" n, ·, ,·«
f""-' ,!!
f,::, ~-~;
'\'
SYMBOL BOTANICAL NAME COMMON NAME
TREES
QJE.,64f< Ci'LleFCLIS ,;.c;,F-1 f'CJLJ,&.. U),684_ l.lvE: OM<--
EUC. NIC. EUCALYPTUS NICOLII NICHOLL'S WILLOW LEAFED
PEPPERMINT
OUE. ILE OUERCUS ILEX HOLLY OAK
SHRUBS
ENC. CAL. ENCE LIA CALIFORNICA CALIFORNIA ENCELIA
HET. ARB. HETEROMELES ARBUTIFOLIA TOYON BERRY
RHU. INT_ RHUS INTEGRIFOLIA LEMONADE BERRY
GROUND COVER
DELOSPERMA ALBA (~O,,,)
GAZANIA SPLENDENS(c.,o;t,)
'SUNRISE YELLOW'
ARCTOSTAPHYLOS HOOKER!
HYDROSEED MIX #1
HYDROSEED MIX #l 1,.//
WHITE TRAILING ICE PLANT
YELLOW CLUMPING GAZANIA
MONTEREY MANZANITA
~t,-t,4'--1'5 -Pll-lH-~·f'-1'5 'TJ..-11,-.t 'Pl=:6¥-s. 1
NOTES:
1. TREES AND SHRUBS ARE TO BE SELECTED FROM THE
FOLLOWING NURSERIES-FINAL APPROVAL OF PLANT
MATERIALS WILL BE BY LANDSCAPE ARCHITECT (ONA,
lNC.).
Bergen's
John Stryker
(714) 528-0761
Cunninghams
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
Pacific: Coast Nursery
Jim Borer
(714) 544-3001
Valley Crest
Laurie Borer
(818) 367-5803
Yasuda
Nancy Anderson
(619) 943-1442
Chip Liever
(619) 262-0555
Fourtll Aveni.I€ Corpor~te Center
lb!:l1 Fo1,1r1h Averiue/Suite 100
s,rn DittQO, CA 82101
(619) 239-NS.D/FAX 239-010?
_A MES.._ l:IUJf.PAINl
SIZE
15GAL
15 GAL
15 GAL
1 GAL
5GAL
5GAL
FLATS
FLATS
1 GAL
COMMENTS DET. NO.
MIN_ HT_ 8', MIN. SP. 3' B
MIN_ HT. 8', MIN. SP. 3' B
MIN_ HT. 6', MIN. SP. 3' B
FULL, BUSHY, GOOD COLOR A
FULL, BUSHY, GOOD COLOR A
FULL, BUSHY, GOOD COLOR A
PLANT@ 12'" 0 C. C
PLANT @ 1 2" 0 C_ C
PLANT@ 12' O.C. C
SEE THIS SHEET FOR TYPE OF MIX
SEE THIS SHEET FOR TYPE OF MIX_
,, .. ,., ,t.,;,j-,--, Q_ JI
,-,--,. , I c:-I u a::: '
HYDROSEED MIXES:
HYDROSEED MIX #1
BOTANICAL SEED NAME RATE: LBS/ACRE
Alyssum 'Carpet of Snov0' ,
Alyssum 'Royal Carpet'
4 LBS.
4 LBS.
The following materials shall be in the mix:
Mulch -Conweb Fiber
Binder -Terra Tac #3
Fertilizer 16-20-0
HYDROSEED MIX #2
Mln %
2,200 I bs./acre
150 lbs./acre
400 lbs./acre
~OTANICAL SEED NAME Purity Germ RATE· LBS/ACRE
Adenostoma faciculatum 5 O
Artemisi;a catifol"tiica 1 5
Baccharls pll spp co,1sanguinea 5
Elymus condensatus 5 a
Enc:efia ca!!fornica 4 o
Erio~onum fasciculatum 1 o
Gnephalium californicum 1 5
Haplopappus venetus 3 5
He!lanthemum scoparium NJ A
Lasthenia chrysos1oma 7 5
Lotus scoparius 4 o
Lupinus succlentus 9 5
Mimulus puniceus i
Nemophila menziesi 9 5
Salvia mellifera a 5
Stipa pulchra 4 o
Xylococcus bi-color g 5
Plant ago [nsularis 9 5
rne Jollowioo materials shatlJ:>e in the mix:
Mulch -Conweb Fiber
Binder -Terr·a Tac #3
Fertilizer 16-:lo-o
20
60
40
55
60
65
20
40
NIA
60
60
85
55
85
50
30
30
75
Total lbs-'Ac,e
J,200 lbs.lAcre
150 lbs./Acre
400 lbs.lAcre
4
2
2
1
1-5
6
2
1. 5
1
2
8
3
2
3
2
2
4
.4JI
87
-'
J~_
A
C
9,.0
FINls-t ~~
---7-
/
2-><
SHRUB PLANTING ON SLOPE
N.T_s_
PLANTING DISTANCE SCHEDULE
FEET ON QENTER AQW Dl$TAN!',;;E SET BAQK
:A: :.EL ~ B" 7" T'
1 '-0" 1 0.5" 11 .,
1'·6" 1 ' ... 4" 1-0"
2'-0" 1 '--9" 1'-6"
3'-0" 2'-6" 2' -6"
6'-0" 5'-2" S' -6"
10' ... Q" 8 1-811 9'-6"
PLANTING GRID
• • • • • • -~ m • • • • • • • • • • • • • • • • • • • • • ·~ • • • • • • • • • • • • • • • • • • • • • ·ut
GROUNDCOVER PLANTING
N.T.S.
APPROVED
~
8
:2X
~ L-
TREE TIE
TW o AT TDF q= s;-;~,
oTH l':f6 v-J H tP-1.=-:✓ !:=.CE~
lV SLJPPCf'-f l7~1=_)
rJ'H!t--..L ~N
I I
--SF-1111~
TREE PLANTING & STAKING
N.T.S_ ON SLOPE
:.\ ll 11 1-( c \/ ::; L) r 'Or~ r, T ,/\l~ Tlt\) c;
/\ N r) l _:_( Fe I e_; l-\ TT O i'~ 01';J_,Y,
" AS BU I LT"
'[;.. r ('. T r ,T I") 1-1\,7 ( • i __ Yj)_ ·.1~' (~ ·1 Cl' 1;1 -.l~ ,_, ~ ... J \.. .. · --· ---·--~ ' .. .1\_, ......... J
RCE -~-EXP ____ _
lflC;\'l_'JC)N ()F' F)L_,\NTJ[\C; REVIEWS:D BY:
DATE
ENGINEERING PLANGHEGKER DATE INSPECTOR DATE
,---+-----+----+-----+----0 ~. CIT1LA~N[G ~t~~N~AD [E
r------t-------i-----~----+-----+--------+----------+--------O -'-:======:::::::;::=::::::::::::::======'-'== 7
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 29 .,--·-+--------+---+------0
--~----+---+-------<f----0
DA TE .nnAL t>ATE INITI!\I. t>,o,,TE; INITI,&,l
D,IGINEIR Of -REV1SION DESCRIPTION OTHOi APPROVAL QTY Af>PRDVAI.
IARA PHASE II I
,;;====~=="CF-==f:i======·------j
DWN BY: ___ ;
CHKD BY: __ _
RVWD BY:
PROJECT NO_
GT90-si5
I