HomeMy WebLinkAboutDWG 334-3L; CT 90-30; AVIARA PA 30 UNITS 1, 2, 3; 01-13HPOCl2 , r-------------------------------------------------------------------------------------------------------------------------------------'i '
GENERAL NOTES
RECLAIMED WATER NOTES
I. ALL WORK :iHALL BE OONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER
OISTRJCrs CARLSBAD RE!,LAMATION RULES 8 REGULATIONS FOR CONSTRUCTION CF
RECLAIMED WATER MAINS DATED OCTOBER 1993
2. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ETC.
SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER.
3 NO PONDING, RUN·OFF OR OVER·SPRAY IS PERMITTED.
4. HOSE BIBS ARE STRICTLY PROHIBITED.
5. ON·SITE CROSS· CONNECTIONS BETWEEN RECLAIMED WATER LINES AND POTABLE
WATER LINES IS STRICTLY PROHIBITED.
6 NO SUBSTITUTION OF PIPE MATERIALS WU BE ALLOWED WITHOUT PRIOR APPROVAL
OF THE CITY OF CARLSBAD M~ICIPAL WATER DISTRICT.
7.
* B.
9.
10.
I I.
12.
13.
14.
15.
16.
17.
2.0.
21.
~22.
,f23.
*
24,
ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF IOOOP.M. AND 6°00
A.M. THE FOLLOWING MORNING [SPOT IRRIGATION COULD BE DONE AT A DIFFERENT
TME) WITH OUAUFIED SUPERVISION PERSONNEL 00 SITE.
PROVIDE AMINIMUM OF AT LEAST 18 INO-IES OF COVER OVER ALL WIRING AND PIFING.
PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER,
WHETHER BY WIND BL()NN SPRAY OR BY DIRECT APPLICATION,11-iROUGH IRRIGATION LlR
OTHER APPROVED USE.· LACK Of PROTECTION, WHETHER BY DESIGN, CONSTRUCTION
PRACTICE OR SYSTEM OPERATION, IS STRICTLY PROHIBITED.
CONTRACTOR SHALL ADJUST HEADS TO PREVENT OVER-SPRAYING (XII ALL
SIDEWALKS, STREET, AND PRIVATE LOTS.
QUICK COUPLING VALVES SHALL HAVE A SPECIAL CCIJPLE KEY PER CARLSBAD
MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
METERS SHALL BE SIZED BY THE CllY Of CARLSBAD MUNICIPAL WATER DISTRICT.
ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-COOfD (PURPLE) AND LAID WITH
WARNING TAPE PER THE CITY Of CARLSBAD MUNICIPAL WATER DISTRICT"S RULES AND
REGULATIONS.
ALL POTABLE WATER AND RECLAIMED WATER PIPING SHALL BE INSTALLElJ WITH THE
STENCILING ORIENTElJ TvWARD THE TOP OF THE TRENCH.
WHEN A POTABLE WATER LINE AND RECLAIMED WATER LJ'-JE CROSS, THE RECLAIMED
LINE SHALL BE INSTALLED WITHIN A PROTECTIVE SLEEVE. lHE SLEEVE SHALL EXTEND
IOFEET FROM EACH SIDE, FROM THE CENTER LINE 0F POTABLE UNE, FOR A TOTAL OF,
20FEET.
A JO FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND RECLAIMED
WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE UNE MUST BE
INSTALLED /JOOJE THE RECLAIMED LINE.
A MINIMUM OF 12 INCHES Of VERTICAL SEPARATION BETWEEN UTILITIES MUST BE
MAINTAINED AT ALL TIMES.
DEVELOPER/CONTRACTOR SHALL CONDIJCT A CROSS-CONNECTION TEST AND
COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT
ENGINEER AND/OR THE SAN DIEGO COUNTY DEPARTMENT Of HEALTH SERVICES PRIOR
TO ANY lJSE OF RECLAIMED WATER.
QUICK C()Jf'LING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO
THE FOLLOWING,
A QUICK-COUPLING VALVES SHALL BE I INCH NOMINAL SIZE NELSON
r/645, WITH BRASS CONSTRUCTICX\I AND A NOf!MAL WORKING
PRESSURE OF I50P.S.L OR RAIN BIRO it'44 NP.
B. IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE
OPERATED ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD
FOR OPENING AND CLOSING THE VAi VE.
C. 1HE COVER SHAc.L BE PERMANENTlY ATTACHED TO THE QUICK·
m.JPLING VALVE. IT SHALL BE FURFLE RUBBER 0R VINYL.
D. LOCKING COVERS ARE REQUIRED.
AN ANTlUAL CROSS CONNECTION INSPECTION WILL BE DONE BY EITHER CARLSBAD
MUNICIPAL WATER DISTRICT OR SAN DIEGO COUN1Y DEPARTMENT 1:/c HEALTH
SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED 10 THE NJN·
INSPECTING PAR1Y.
DEVELOPER SHALL SHON THE LDCATION OF R.C. SIGNS " DO NOT DRINK"
ON THESE PLANS.
AN ON·SITE USER/SUPERVISOR SHALL BE DESIGNA1EL, IN WRlllNG.. THIS INDIVIDUAL
SHALL 8:: FAMILIAR WITH PLUMBING $'!'STEMS WITHIN THE PROPERTY, WITH THE BASIC
CONCEPT$ OF BACKFLOW/CROSS-CONNEGTION PRUlECllvN, AND THE SPECIFIC
REQUIREMENTS OF A RECLAIMED WAl ER SYSl EM. COPIES OF THE DESIGNATIONUWITH
CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE SAN DIEGO CO NT'!'
DEPARTMENT OF HEALTH SERVICES ANO CARLSBAD MUNICIPAL WATER DISTRICT.
IN CASE OF EMERGENCY CONTACT OJi. f..lolli1Jb@(l'.Pl4) 9~\ -I 1'90
OR AFTER HOUFiS CONTACT C..UK[ .a.NV@ (&I ~:':,f · 1140 (FILL N) _JNA • , i...._ ~L NO)
(FILLIN) [NAME) L. NO.)
!TEMS N0'5 8,191,b 23 SHt..LL BE REQUIF<ED ,JUST PhlJh Tv THE ACTUAL 'JSE OF
RECLAIMED WATt.R. ITEM NJ 22 THE SIGNA3E PLAN SHALL SE A ~ART OF THIS
I. P. BUT THE ACTUAL Sl,,NS a TAGS WILL BE INSTALLED .JUST PRil.JFt TO ACTUAL
USE Of R,C. WATER.
SHOW ALL PUBLIC 8. PRIVATE:: POTAHLE WATER MAINS ON IM'-hOVtMtNT PLANS.
[SIZE) I z'' X 36"
WARNING RECLAIMED WATER
DO NOT DRINK
REC LAI MED WATER
AVISO-AGUA IMPURA
NO TOMAR
.060 ABS PLASTIC UR STICK-0
VINYL SIGNS ALSO.UIS AWMINUM
_,,__ ·1" BLACK LETTERS
2" BLACK LETTERS
(FUTURE) SHEET TITLE SHEET NUMBER
C.M.W.D. TITLE SHEET 1
RECLAIMED WATER SYSTEM (PRIVATE) COVER SHEET 2
IRRIGATION PLANS 3,4 & 5
PLANNING_ AR,EA 30
IRRIGATION NOTES 6
IRRIGATION LEGEND & DETAILS '
AVIARA PHASE II -UNITS 1,2 & 3
SIGNAGE NOTES
THE FOLLOWING GUIDELIIJES FOi-< THE USE OF RECLAIMED WATER ARE
10 BE PERMANENTLY POSTED INSIDE THE DOOfHlF EAQ-t CONTROLLER WHERE
THE:Y ARE EASILY VISIBLE:. PLACE ON B-1/Z'X I 1' SIZED SIGN.
COLOR• PURPLE BACKGRCXJND WITH BLACK LETTERING.
II.
GIIIDfl INFS EQB BFCI AIMfQ WMfB PSf
I.
z
3
-l.
5.
6.
7,
8.
IRRIGATE BETWEEN THE HOURS OF 10,ooP.M. AND 6•00 A.M.
ONLY. WATERING OUTSIDE THIS TIME FRAME MUST 8E DONE
MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE.
NO SYSTEM SHALL AT Am TIME BE LEFT UNATTENDED DJRING
USE OUTSIDE THE NORMAL SCHEDULE.
IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-Uff I POOLING,
AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE
INFILTRATION RATE Of THE SOIL. TIMERS MUST BE ADJUSTED SO
AS TO BE COMPATIBLE w1n1 THE LOWEST SOIL INFILTRATION
RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE
EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, 0 .E., EMPLOYJNr, THE REPEAT FUNCTION TO BREAK UP THE TOTAL
IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM
SOIL ABSORPTION).
ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS
NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE,
POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS ANO
SIDEWALKS.
MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT
AND MATERIAL FAILURE. BROKEN SPRINKLER HE AUS, LEAKS,
UNRELIABLE VALVE~ ETC. SHOtJLD BE REPAIRED AS S00N AS
l'HEY BECOME APPAt<ENT,
EDUCATE ALL MAINTENANCE PERSOI\INEL ON A"CONTINUOUS
BASIS OF THE PRESENCE Of RECLAIMED WATER. PERSONNEL
MUST BE INFORl,ED THAT R.C. WATER IS MEANT FOR IRRI. PURPOSES
ONLY, AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND, TOa..,
WASHING, ETC. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES
IN THE LA/IIDSCAPING INDUSTRY, IT IS IMPORTANT THIS INFOR-
MATION BE DISSEMINATED 00 AN AL.MOST DAILY BASIS. IT IS
YOJ,_ THE LANDSCAPE CONTRACTOR WHO IS RESPONSIBLE FOR EDUc.ATJNG EACH AND EVERY ONE OF YCJJR EMPLOYEES.
. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO
MODIFICATIONS TO ANY PRIVATE ON SITE FACILITIES. SUCH
01ANGES MUST BE SUBMITTED TO AND APPROVE[) BY, THE
DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE
WITH DIS,-RICT STANDARDS.
ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE
TAGGED WITH IDENTIFICATION TAGS.
A.
8,
TAGS SHALL BE WEATHERPROOF PLASTIC 3" X 4"
PURPLE IN COLOR WITH THE WORDS 'WARNING'
REC\ AIMED W(}lEB·PO NOT DBINK"IMPRINTEO ON
ONE SIDE, AND AYl$Q AGIIA IMPIIRA ~ NQ 1o~AR"
ON THE OTHER SIDE.· IMPRINTING SH L BE
PERMANENT AND BLACK IN COL.OR. USE TAGS AS
MANUFACTURED BY T. CHRISTY ENTERPRISES OR
APPROVED EQUAL.
ONE TAG SHALL BE ATTACHED TO EACH VALVE AS
FOLLOWS:
I.
2.
3.
ATTACH TO VALVE STEM Dlf~t::CTLY UR WITH
PLASTIC TIE WRAP OR
ATTACH TO SOLENOID WIRE DIRf::CTLY OR
WITH PLASTIC TIE-WRAP QB_
ATTACH TO VALVE COVER WITH EXISTING
VALVE COVER BOLT.
ALL SPRINKLER HEADS SHAl.L BE IDENTIFIED AS RECLAIMED
WATER SPRINKLER HEADS.
EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT
SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "REU.AIMED
WATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, WITH BLACK
LETTERS I HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE
PLt.CED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS
PERSJNl·IEL UTILIZING THE EQUIPMENT.
I.
2.
3.
INSPECTION PROCEDURES
City Consrruclion Inspection Sholl lncJ,,de,
A. Location ot pipe. lines_
13. Trench depth.
C. Re~·,ired sepo101ion (Ho.-iiontollv ond Verticolly).
D. Pipe idenlific01ion. ( p.o.c:s J Poinls ol comecli<:<1s.
E. Location and ider-,tificotion of sprink.ler heads,
F. Warning signs ot thf" site _ond 0n 1/ie 1ruck.s ho~lina_ reclaimed
woter Uf reclain,ed v,.,ater 1s used for ccnslructioo)
All upprO\IOI letter regordinQ the inspeclion ot lhe projec1 shall be
obrainPd from ttH~ ci1 y un'-1 thE' disfrict, ond b~ forwarded to the
county heo11h d1'portrneri1 prior· 10 finol inspeclion apprOv0I.
Dis1ricl Final lnspec1ion Sholl Include;
A. Covero9e test, oHer c0mpletion of the sprinkler system, to
d~ierm1ne the odequacy of coverage or1 the opprov_e~ use
area ond prorection of oreos not opprov~d for rece,v1ng
reclaimed woler.
B. WarninQ signs and labels.
C. Quick coupling volvesT
D. All ospects of the ird9otion conditions including windblovm spray,
ruMff, and ponding.
E. Required prolection of oil residential oreos.
F. Required protection. of we11s, streams, reservoir~, ere.
G. Cross• connection.
Annual Inspection Sholl Include·
A complete inspecJion which should cover port A and por1 B f q
of the districls final inspection.
r
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LEGEND:
lo+;
--W--EXISTING POTABLE WATER SYSTEM
--RC..--EXISTING RECLAIMED WATER SYSTEM
BALL VALVE
/
/
/
/
KEY MAP
N.T.S.
/
/ ., /
.,
'
0
----lIT'.Bl EXISTING LOCATION OF POINTS OF CONNECTION
METER & BACKFLOW PREVENTION DEVICE
D EXISTING "DO NOT DRINK" SIGN LOCATIONS
c.::,'r,,(,~
C>.t'tLSB•O . ~ -c .
6' i:
;:I, ~
If
NOTE:
SEE LANDSCAPE IMPROVEMENT
DRAWINGS. FOR CARLSBAD TRACT
NO. 89·37 AVIARA PHASE II FOR
EXISTING RECLAIMED WATER
IRRIGATION SYSTEM.
DRAWING NUMBER 318·9L.
.,
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/JI "''. 1----l---"--'-~"'~.'..~"-:.:.. ,;c<-.;:.=s.·---1~-'
CAAL s&'O ll¼'.T o>-"1, ~ ~',:;,,' _J./' i
i
~"Ye:R''i~ -'~ "AS BUILT"). I
Landscape Architecture • Planning I
La Julia Ccnlre II ~~i--U..'iE ,.,---...L_f:_,.,li""'----'.-.J~ll ,
9255 Towne Centre Drive, Suilc 340 ~v:•_rz,. ""1-'0! cc..:_1---1----A ' I
DECLARATION OF RESPONSIBLE CHARGE ".A'-' e,ci..N'.;!~,"1' TITLE OATE (; ~ San Diego, CA 92121-3002 1~~~~3~~~"--'-~ , 18"
WARNING RECLAIMED WATER
00 NOT DF(INK
AVIS\l · A<:iUA IMPUl\:A
NO TOMAR
18" X 1B" SIZE
.016 ALUMINUM,.060A8S PLASTIC
OR STICK-ON VINYL SIGNS.
I HEREBY DECLARE THAT I AMAP.d!rnil:J'.oF WORK FOR THIS PROJECT THAT I 619 550 1575 F 550 1580 \ " ep,r, f HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS ~OJECT AS -• ·ax • m '' REVIEWED BY: f
DEFINED IN SECTION 6703 OF THE 8USINESS AND PROFESSIONS CODE AND THAT S rncis,r.s •
THE DESIGN 1s coNs1sTENT wITH cuRRENT srANDARDs \\ Vicinity Map '.
~~t°t1~~T~Dcf~tisI~A~~Ef~ o;A~g{~c;r g~+~GtE:r~T~~~flFb~Af~~~~T~: • .....,,_ ·~-,J..<•h~-------------9_1-_0_3_5-4-____ -_N@:1_r"_------------------+-~L__I_N_s_P_E_c_r_o_R ________ D_A_T_E ____ L __ -;
SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME.AS~=~• 6.opa"'~ ._ CARLSBAD MUNICIPAL WATER DISTRICT j
()C WffiK OF MY RESPONSIBILITIES FOR PROJECT DESIGN '>f ,....,. OEVELOPEP.S NAME· J ' ADDRESS: Sh••· CITY OF CARLSBAD ' 13 (~€:V~~~j ·1 PLANNING DEPARTMENT
~tJle~lNq ~1-\E'C~ , TELEPHONE_____ PRIVATE (ONSITE) RECLAIMED WATER
Re,isions ff>JSI be oppro,ed by Public Heolth ------1,-.--------------------------1 SYSTEM FOR:
Engineer, City Engineer 8 Dislricl Engineor DATE PLAN PREPARED: _______ BY:_____ PLANNING AREA 3Q io, lo im lementolioo infield.
CARLSBAD MUNICIPAL WATER DISTRICT
DISTRICT APPROVED CHANGES BENCH MARK ""'·'"''"' PHASE II • ' /,-:i ,flrL/44h;. .--~ ~-(<? -Ca-· t;/4 ~N=•~· ::::::::::::D•=•=•=•l:pl:l•:n::::::::::::::t:A:oO=•=•=••:':t:D:•:::•:•j oe 111 crlpt1Qn ___________________ _
WILLIAM E. PLUMMER DIST. ENG. DATE
'7"'-'----r--f:;rlf------r-=-J.4~~-r--;
--+--f,-4?< 1'
APPR
R.C.E. 28176 Ottiil!I 1,.....,...:_:_ ________________ ...J--+-----------------------ll-----------ll----l Loi;■tlon __________________ _ 1-------..--,,.--~---------s~,~!9_,~(~_ ¥-.li---~H DE~R_'.~~~\ ~ l---+-----------------+----+----1 Ra cord ~,om __________________ 1--:-•"-:-:-.,-d-----l PROJECT NO.
DRAWING NO
334-3L
' '
TYPICAL SIGNS i~r~roti<:<1 APPR~ DATE l-+-----------------+----+---1 Elo,atlon ________ .Datum---------CT 90-30 '-·-----------------------------------------------------..l.--..;;~.1;:~~;__.;:;,~--.L.;;.;.,;,,;,;;~;;.;;.;.. _______ ..:;,;;.:;_ ___ ...1._1... _______________ ..1,. ____ .1., __ .,1,. ______________________ ...JL...-------..!..------.J..---;.,...,,. __ ,
C.M.W,D. JOB N0,_.;:;,93=-•"-'50:;5 __
PLANS FOR THE
IRRIGATION AND PLANTING OF: AVIARA PHASE 11
PLANNING AREA 30 UNITS 1,2 & 3
GENERAL t-!Q_TES:
1-TllE CONTRACTOR MUST NOTIFY THE CITY PLAN Ctl[CK
CONSULTANT (619) 438-1101, EXTENSION 47:.ZI, 72
tlOURS (THHEE WORKING DAYS), PlllOll TO STARTING
CONSTRUCTION.
ll. Sl.OPF.S IN EXCf:SS OF O fE[T IN VERTICIIL l·IEIGHT
REQUIRE STANOArlDS #1 (COVER CROP/JUTE MESH),
#2 (GROUND COVER), #3 (LOW SHnUll$), AND #4
(TREES AND LAnGE SHRUBS).
2. TtlE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO
VERIFY EXISTING P.S.1. AT JOO SITE Pf110R TO INST/\LLING
LANDSCAPE lllfllGATION SYSTEM. VU!IFICATION SIIALL
OE MADE WITtl THE APPllOPRIATE WATER DISTl11CT.
TEMPOllARY/SPECIAL CONOITIONS: Af1EAS Gr1ADED
FLATTER THAN G:1 REOUlllE STANOAflll #1 (COVEfl
CROP) WHl:N THEY HAVE ONE OR MORE OF Tl1E
FOLLOWING CONDITIONS:
[,
J. ALL l1EDUCED PRESSUl1E ElACKFLOW Pf1EVENTERS
Sl·IALL IJE Tf.S'fEO AFTER INSTALLATION, nELOCA'flON, 011
HEPAIRS DY A CITY APPROVED CERTIFIED TESTER-CALL
436-0210 FOR A LIST OF CITY APPROVED CERTIFIED
TESTERS. DEVl:LOPERIOWNER IS RESPONSl13LE FOil
SUPPLYING A COPY OF THE TEST 11ESULTS TO TIIE CITY
DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 OAK
STREET.
SHEET GRADED PADS NOT SCHEDULED FOil
IMPROVEMENTS WITHIN 6 MONTHS OF
1 )
COMPLETION OF HOUGH GBADING.
2) A POTENTIAL EROSION PROULEM AS
DETERMINl;D ElY Ttll; CITY.
3)
4, CONSTRUCTION SCHEDULE:
IDENTIFIED OY THE CITY AS HIGHLY VISIEJLE
A11EAS TO THE PUDl.!C OR HAVE SPECIAL
CONDITIONS THAT WARRANl' IMMEDIATE
TREATMENT.
5_
6.
A. PRIOR TO ISSUANCE OF GllAlllNG PErlMITS, TtlE
APPLICANT OR APPLICANT'S AGENT SHALL OOT/\IN
CITY APPf10VAL OF A CONSTRUCTION SCHEDULE
AND/OR EXHHJIT OUTLINING THE TIMING OF TIIE
SLOPE PLANTING AND lfll11GATION.
e. SPECIAL CONS1oi:nATION SHALL OE GIVEN TO
WATER AND ELECTRICAL SERVICES.
C. IRRIGATION AND PLANTING SHALL TAKE PLIICE AS
GRADING PROGRESSES.
D. TIIE SCHEDULE SIIALL SHOW TIMING OF
CONSTRUCTION OF fREE-STANDING, RETIIINING AND
CRIB WALLS IMMEDIATELY AFT[fl rlOUGII GRADING
AT EACH LOCATION IS ACHIEVED.
IRRIGATION:
A. INSTIILLATION OF IRRl;iATION AS SHOWN ON THE
APPl10VED PLANS SHALL COMMENCE WITHIN 10
DAYS OF THE, TIME WtlEN [/\CH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING
PLANS.
PLANTING:
A. PLANTING AND IRRIGATION
llESCRIBEO ADOVE
COMP LE TEL Y INSTALLED, AS
APPl10VED PLANS, WITHIN 30
IRRIGATION INSTALLATION flRST
FOR THE AR~AS
SHALL DE
SHOWN ON TIIE
D/\ YS /\F'l'E::H THE
COMMENCES.
F. /\REAS TO BE HYD110SEEOED Sli/\LL F111ST Ill.:
DISKED on ROTOTl!.LUJ TO PROVIDE A FRIAIJLE,
LOOSE SEED OED.
0. SLOPE IRRIGATION STANDAflDS
A. WATER SERVICE (POINT OF CONNECTION)
INSTALLATION, TEMl'Of1,\RY on PERMANENT, SHALL
BE IN PLACE TO COINCIDE WITti PlAN'rJNG TIMING
SPEC!f'l(D IN SECTION F..3-1-
B. PIPE
1) ON GRADE PIPE IS NOT Al.LOWED UNLESS IT IS
DEMONSTRATED TO THE SATISFACTION OF THE
CITY THAT THE f!OCKY CONDITION Of' TtH:
SLOPE WOULD PREVENT TRF.NCHING. IN
CASES WHERE ON GRADE PIPE IS Al-LOWED, IT
SHALL BE THE GALVANIZED TYPE OR UV11
RESISTANT PVC APPROVED DY THE CITY.
9_ L.ETTE11 or CE11TIFICATION (INSTAI.LATION): .
A. THE LICENSED DESIGNER OF REC0f10 fOR ALL TIIE
PROJECTS REQUIRING LANDSCAPE PLANS SHALL
SUBMIT A LETTER TO THE CITY STATING THAT THE
PROJECT HAS BEEN INSTALLED IN SUDSTANTIAL
CONFOnMANCf: Wl'rH THE I\PPflOVEO PLANS AND
SPECIFICATIONS.
10, AS-BUILTS:
7. SLOPI:: PLANTING STAND/\f1DS ANO APPLIC/\TION: A. PRIOR TO RELEASE OF BONDS, AS-BUILT
LANDSCAPE PLANS FOR THE BONDED WORK
SHALL BE SUBMITTED TO AND APPROVED BY THE
CITY. A. JUTE MATTING ON SLOPES SHALL IlE f1E0Ulf1ED
WHEN PLANTING OCCURS OETWEEN AUGUST 15 AND
APRIL 15.
B. SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT AND
ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE
A MINIMUM STANDARD #1 (COVER CROP lLN__l2
JUT ED).
C. SLOPES 4 FEET TO 8 FEET IN VERTICAL HEIGHT
REQUIRE STANDARDS #1 (COVER CROP/JUT!': MESH),
/12 (GROUND• COVER) AND #J (LOW SHrlUBS)_
B_
c_
CONTRACTOR SHALL DRAFT AS-BUILT
INFORMATION ONTO HIS FIELD SET AS WORK
PROGRESSES.
CITY INSPECTOR SHALL APPROVE CONTRACTOR
AS-BUIL TS BEFORE TURNING THEM OVER TO THE
LANDSCAPE ARCHITECT, ALONG WITH THE CITY
MYLARS.
□-LANDSCPAE ARCHITECT SHALL ADD AS-BUILT
INFORMATION TO CITY MYLARS ANO RETURN THEM
TO THE PLANNING DEPARTMENT
DECLARATION OF RESPONSIBLE CHARGE
E. PLANNING DEPARTMENT SHALL REVIEW AND
APPROVE AS-BUILT MYLARS BEFORE ORDERING
PRINT PACKAGE.
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 AND THE COUNTY OF SAN DIEGO
DEPARTMENT OF HEAL TH SERVICES IS CONFINED TO
REVIEW ONLY AND DOES NOT RELIEVE ME, AS THE
LICENSED DESIGNER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED LANDSCAPE
CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE
PROTECTION PLAN, AND ALL CONDITIONS OF
APPRO}A9 RELAT_?D /) LANDSCAPING.
/4 / --------
/ -----DATE:~_.B~/"S~'"±~--BY:
---·
I
1
106
BATIQUITOS DRIVE
27
.-----
UNIT 2
ae,
8•
\\_ 8'"
\'"// (M
L -_;------,\
I --.c.------
5,z_
-r--------___
I
28 /
1 w
I
23 / J_ 22
21
20
19
.----IRRIGATION SHEET NO.
--.,._ __ PLANTING SHEET NO.
10
11
12
4
5
101
100
99
106
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KEY MAP
N.T.S.
,-~-------,-,-~ i
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SHEET INDEX
C.M.W.D. TITLE SHEET
COVER SHEET
IRRIGATION PLANS -
IRRIGATION SPECIFICATIONS
IRRIGATION LEGEND & DETAILS
PLANTING PLANS
PLANTING SPECIFICATIONS
PLANTING LEGEND & DETAILS
SHEET NO.
1
2
3-5
6
7
8-10
11-12
13
OCEANSIDE VISTA
• N
Vicinity Map
N.T.S.
l,l'J..
Al/1Af1A
APPROVED FOR PLANTING "AS BUil T"
AND IRRIGATION ONLY,
INCLUDING PRECISE RCE EXP. DATE
LOCA. TION OF PL.t\NTING REVIEWED BY:
.I\RE.I\S.
INSPECTOR DATE
I S~FT I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 3
LANDSCAPE IMPROVEMENT PLANS FOR
PLANNING AREA 30
AVIARA PHASE 11
APP
Landscape Archilcclurc • Planning ASS!
La Jolla Centre II
9255 Tow nc Ccn I re Ori ve, Sui I c 340 t--;:Dc;A-;;TE;c-r.;clN;;;lll;;-;A:;-L---t-------------------t-D-A---,TE-+IN-1-11-AL---I-D-A TE--+-,N-111-AL---I OWN BY: -
CHKO BY: __ _
PROJECT NO.
CT 90-30
DRAWING NO.
334-3L
•
,
San Diego, Ci\ 92121-3002 ENGINEER OF WORK REVISION DESCRIPTION OlHER Af'ffiOVAL aTY APPROVAi. RVWO BY:
619 550-1575 • Fax 550-1580 9 l-035;'------.l. __________________ .L:,___:::..:,~.:.:.:,:,:_J_.:_ __ .:.;_.:,:____:.,1.:::;:::;:::::=::::~~~=========::.::=====~
~
~ ~ :::,._
C.M.W.D. JOB NO. 93-505 ~~
•
L --~---
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NOTE:
KEY MAP
N.T.S_
I
\
\
167.0
I
/
/
(~)16
769.5
IF EXISTING IRRIGATION EQUIPMENT
{IE; SPRINKLER HEADS, PIPE, VALVES,
ETC.) IS DAMAGED BY GRADING OR
OTHER CONSTRUCTION IMPROVEMENTS;
THE CONTRACTOR SHALL REPAIR OR
REPLACE, AT NO EXTRA COST TO THE
OWNER, ANY DAMAGED EQUIPMENT TO
THE SATISFACTION OF THE LANDSCAPE
ARCHITECT AND OWNER.
~ --' G2 J' \~ .i,,
\ -~ \
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172.0
I 174. 0
' ll,}'
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NOTE:
IRRIGATION MAINLINE FOR ALL
RESIDENTIAL LOTS SHALL BE _J_"
SCHEDULE 40 PVC.
WATER METER SHALL BE ...3M.". SIZE.
BACKFLOW PREVENTER AND
PRESSURE REGULATOR SHALL BE i".
SIZE W/PRESSURE REGULATOR SET
@ 75 PSI.
,
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166.5
_ 69.89'
-.. I
I "--
IRRI TION PLAN
-----EXISTING RECLAIMED WATER
I
40•
IRRIGATION SYSTEM ON SLOPE.
SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA
PHASE II, SHE£T 11
DRAWING NO. 318-9L
REMOVE ALL EXISTING HEADS
ON CIRCUITS 10W & 11W AND
--....
4
166 . .J
167.5 . •)
{I""
139.07·
2
166.9
J
166"3
REPLACE AS SHOWN. SEE
LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA
PHASE II SHEET 11 , DRAWING
NO. 318·9L
POINT OF CONNECTION AND
REDUCED PRESSURE
BACKFLOW PREVENTER FOR
EXISTING H.O.A. RECLAIMED
WATER IRRIGATION SYSTEM.
SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO. 89-37, AVIARA
PHASE II, SHEET NO. __ll,
DRAWING NO. 318-9L
,,
/Es/ "N-/.,1.,...EXISTING AUTO CONTROLLER
'W'_ SEE LANDSCAPE
IMPROVEMENT DRAWINGS FOR
O
!•/ CARLSBAD TRACT NO_ 89-37
AVIARA PHASE II SHEET 11
DR.AWING NO. 318-9L.
J I I _____ ._._..._ POINT OF CONNECTION AND
-· 20'PRIVATE
!J.P E fl!JEM£Nr
/
~EDUCED PRESSURE
/
,A BACKFLOW PREVENTER FOR
V# SUB-ASSOCIATION RECLAIMED -20· ----. -~
I I 1'-....
O' 40' 80'
_,j/ WATER IRRIGATION SYSTEM .
.,;// SEE LANDSCAPE IMPROVEMENT
// '!'IV DRAWINGS FOR CARLSBAD Im/ TRACT NO. 89-37, AVIARA f PHASE II, SHEET NO. _tl_, r. DRAWING NO. 318-9L
--,'-#--P,,1,,-EXISTING RECLAIMED WATER
120'
IRRIGATION SYSTEM ON SLOPE.
SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA
PHASE II, SHEET O t 18,
DRAWING NO. 318-9L.
'AS BUILT'
RCE __ _ EXP ___ _
REVIE'w'ED BY,
DATE
------
GRAPHIC SCA! E· 1" -'40'
INSPECTOR DATE
t--------,f---t-----------~--+-~----l----11 SH~ET I CITY OF CARIBBAD fsHEETsl3 PLANNING DEPARTMENT L..2=_j ~===-=======:::::::::::====='--'==~
::-\
C•\GPl.D\o/G
I' ~ 40'
N.T.S.
~ ..,.
~
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COASTAL DEED RESTRICTED AREA
",
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_.: I-~ w :c __ , (/)
w w
(/)
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NOTE:
"-
I._
PULL SPARE CONTROLLER
WIRES FROM VALVE 15'J'.
SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA
PHASE 11, SHEET .la_, DRAWING
NO. 318-9L.
~ ~
-49
~ 152 2
I I ----·-+
48
'5] J
IF EXISTING IRRIGATION EQUIPMENT
(IE; SPRINKLER HEADS, PIPE, VALVES,
ETC.) IS DAMAGED BY GRADING OR
OTHER CONSTRUCTION IMPROVEMENTS;
THE CONTRACTOR SHALL REPAIR OR
REPLACE, AT NO EXTRA COST TO THE
OWNER, ANY DAMAGED EQUIPMENT TO
THE SATISFACTION OF THE LANDSCAPE
ARCHITECT AND OWNER.
101
1 J
l6J.J
NOTE:
SEE LANDSCAPE IMPROVEMENT---~
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR
EXISTING IRRIGATION '.s r-: ~l~1~~c~~1~~~R w3~~~9~ <~ 1 ~-~
~l~'6li,.-4~~/~ __,., .,
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45
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153.2
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. ' ,
57
160.0
56
162.8
4kl
NOTE:
IRRIGATION MAINLINE FOR ALL
RESIDENTIAL LOTS SHALL BE _J_" -
SCHEDULE 40 PVC.
WATER METER SHALL BE 3/4" SIZE.
BACKFLOW PREVENTER AND
PRESSURE REGULATOR SHALL BE ....t:'.
SIZE W/PRESSURE REGULATOR SET
@ 75 PSI.
4.J
157.4
-42 ~ -\Q .... 1573 C.
'-' ......
"' .
UNIT 2
..:.______,. . _ _,
41
158.0
..,----"111: oo,..
IRRIGATION PLAN
I '
40
158.5
147.40'
(;µ)
.Jl
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GRAPHIC SCALE: 1" •40'
-----IUP"----EXISTING RECLAIMED WATER
120'
IRRIGATION SYSTEM ON SLOPE.
S!E LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA
PHASE 11, SHEET 17
DRAWING NO. 318-9L.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
'AS BUILT'
RCE __ _ EXP, ___ _ DATE
REVJEVED BY,
INSPECTOR DATE
1-----l--+----~~-~-----+----+---+----~t----------tl SH~ET I CITY OF CARJBBAD ~3
PLANNING DEPARTMENT ~ :=~-'==============~===~
LANDSCAPE IMPROVEMENT PLANS FOR;
-,-::t---+-----t-----~----------+--+----+----+--------1 PLANNING AREA 30
AVIARA PHASE II
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· NOTE;
IRRIGATION MAINt..lNE FOR ALL
RESIDENTIAL LOTS SHALL BE _l"
SCHEDULE 40 PVC.
WATER METER SHALL BE _al£ SIZE.
BACKFLOW PREVENTER AND
PRESSURE REGULATOR SHALL BE ...1.:
SIZE W/PRESSURE REGULATOR SET
@ 75 PSI.
2 . .Y.3¾
I
75 -c:, :-.
152.2 8 74 -..._
l,
----
1· 150.5 -\,
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~;,;~ ~ -SEE LANDSC:~;~~PROVEME~-,....-\-0.,-' ,--..
/ ·:i> DRAWINGS FOR CARLSBAD TRAC \
C• \GPc'.DIJG
1 • ~ 40'
12'1.~ \
' '-.._
NO. 89-37 AVIARA PHASE II FOR \ k.,.. EXISTING RECLAIMED WATER \
----~ '-.._ ....._ ~~ ~
-------
/ ~ IRRIGATION SYSTEM. ~
// DRAWING NUMBER 318-9L. ~-----·[ '\'+>
APPROVED FOR ¥f:ANTING
AND IRRIGATION ONCY~ j~
INCLUDING PRECISE ~ --,, -~
LOCATION OF PLANTING/~ ,---,_ -c......... __ -----::,.,. _,,,
AREAS. ~ ,~
Landscape Architecture • PlanAing
La Jolla Centre II
9255 Towne Centre Drive, Suite 340
San Diego, CA 92121-3002
619 550-1575 • Fax 550-1580
/
/
N.T.S.
EXISTING RECLAIMED WATER---,.._____
IRRIGATION SYSTEM ON SLOPE.
SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA
PHASE II, SHEET 18 ( 19 ,
DRAWING N.O. 318-9L.
145.5
99
145.-l-
146.4
70
147. 1 /
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67
DATE lfo!ITIAL
ENGINEER Of WORI<
102
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( '
103
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142.5
65
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EXISfJNG AUTO CONT.ROLLER _...,
' J ' . SE E L'A,NO S CA PE
IMPROVEMENT Di3AWINGS FOR
CARLSBAD TJ;l.AtT NO. 89-37 /
AVJAf:IA-PHASE II SHEET l8 , /
DRAWING NO. 318-9L; 1
106 I
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CONNECTION AND
EDUCED ;RESSURE
BACKFLOV•l PREVENTER FOR
EXISTING /H.0.A. RECLAIMED
WATER IARIGATION SYSTEM.
SEE L¥-lDSCAPE IMPROVEMENT
DRAWl~GS FOR CARLSBAD
TRACT NO. 89-37, AVIARA
PHA~ II, SHEET NO. Ja.._,
DR,WING NO. 318-9-L.
I
TE:/
IF XI IN IRRIGATION EQUIPMENT
(IE; RINKLER HEADS, PIPE, VALVES,
ETC.J IS DAMAGED BY GRADING OR
OTl{ER CONSTRUCTION IMPROVEMENTS;
THt CONTRACTOR SHALL REPAIR OR Rf PLACE, AT NO EXTRA COST TO THE
0 NER, ANY DAMAGED I EQUIPMENT TO
T E SATISFACTION OF THE LANDSCAPE
A CHITECT AND OWNER.
'IRRIGATION PLAN
'AS BUILT'
RC( __ _ EXP, ___ _ DATE
I
O' 40' BO' 120' ------REV!Ew'ED BY•
lANDSCAPE IMPROVEMENT PLANS FOR:
PLANNING AREA 30 , . AVIARA PHASE 11
DATE
REVISION DESCRIPTION
DA TE INITIAL DATE INITIAL
CTHElt _,,N.. QTY Al'PRC>VAL
D'IIN BY: ~--PROJECT NO I DRAWING NO.
CHKD BY: --CT 90-30 . 334-3L 'T RVIJD BY, ~ ~~~~==.I ~------~ (l""
C.M.W.D. JOB NO. 93-505 5
PART 1 -GENERAL
1 . 1
1 . 2
1 . 3
1 . 4
1.5
1. 6
1 . 7
1. 8
GENERAL CONOITIONS:
THE GENERAL CONOITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN
ADDl':D PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK ANO
APPLY TO THIS SECTION AS FULLY AS IF REPEATEO HEREIN.
SCOPE:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS,
TRANSPORTATION ANO EQUIPMENT NECESSARY TO PERFORM THE WORK
INDICATED ON THE ORAWINGS AND AS SPECIFIED. THE GENERAL
CONOITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF
REPEATEO HEREIN.
.1 RELATED WORK:
LANDSCAPING SECTION 02480
. 2 COMPLIANCE TO CITY OF CARLS BAO RECLAMATION RULES &
REGULATIONS FOR CONSTRUCTION OF RECLAIMEO WATER
MAINS, JUNE 1991.
SUBMITTALS:
SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED,
MANUFACTURER·S BROCHURES, MAINTENANCE MANUALS, GUARANTEES
AND OPERATING INSTRUCTIONS.
GUARANTEE:
FURNISH GUARANTEE IN ACCOROANCE WITH THE GENERAL CONDITIONS,
FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE -
AT THE CONCLUSION OF THE MAINTENANCE PERIOO · ON COMPLETE
WATER IRRIGATION SYSTEM, INCLUDING NON SETTLING OF THE BACKFILL IN
TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING
REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR
THEREFROM.
OBSERVATION:
.1 IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM
WORK IS REQUIREO ANO/OR WHERE PORTIONS OF THE WORK ARE
SPECIFIED TO BE PERFORMEO UNDER THE DIRECTION AND/OR
OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3)
WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND/OR
DIRECTION IS REQUIRED.
. 2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF
THE WORK:
A. UPON LAYING OUT OF LINES, VALVES AND BACKFLOW.
B. UPON INSTALLATION AND TESTING OF MAIN LINES ANO
LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE
SUBMITTED TO PRESSURE TE;STS. DO NOT COVER ANY LINES
UNTIL THEY HAVE BEEN OBSERVED ANO APPROVED.
C. UPON INSTALLATION AND TESTING OF VALVES, QUICK
COUPLERS, BACKFLOW PREVENTION DEVICE, AND CONTROL
VALVES.
D. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE
CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL
PERFORM A COVERAGE TEST TO DETERMINE IF THE
COVERAGE OF WATER AFFORDED THE PLANTING AREAS IS
COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL
FURNISH ALL MATERIALS ANO PERFORM ALL WORK REQUIREO
TO CORRECT ANY COVERAGE INADEQUACIES.
E. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT
THE SAME TIME AS THE FINAL OBSERVATION. OF THE
LANDSCAPE WORK.
TESTING:
ALL PVC MAIN AND LATERAL LINES SHALL BE SUBJECTED TO A PRESSURE
TEST OF 125 PSI FOR A PF.RIOO OF SIX HOURS. ALL TESTING SHALL BE IN
THE PRESENCE OF THE ARCHITECT. APPROVAL SHALL BE RECEIVEO
BEFORE BACKFILLING ANY TRENCH. DO NOT COVER ANY LINES UNTIL THEY
HAVE BEEN OBSERVED AND APPROVED.
RECORO DRAWINGS:
. 1 BEFORE FINAL ACCEPTANCE OF WORK,
PROVIDE A RECORD SET OF DRAWINGS
SYSTEM WORK. PLANS SHALL BE
LANDSCAPE ARCHITECT.
THE CONTRACTOR SHALL
SHOWING THE SPRINKLER
INITIALED/APPROVED BY
A. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF
INSTALLATIONS FROM THAT SHOWN .JN THE DRAWINGS SHALL
BE SO INDICATED ON THE RECORD DRAWINGS.
B.
C.
D.
VALVES SHALL BE NUMBERED AND CORRESPONOING
NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS.
ALL CONTROL VALVES, SHUT-OFF VALVES AND QUICK
COUPLER VALVES SHALL BE LOCATED BY MEASURED
DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT
OBJECTS AND SHALL BE TO THE NEAREST ONE.HALF FOOT.
IMMEDIATELY UPON INSTALLATION OF ANY BURIEO PIPE OR
EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE
ORAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS
SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS
BUILDINGS, SIDEWALKS, CURBS ANO ORIVEWAYS.
GENERAL REQUIREMENTS:
.1 COOE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL
CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK,
PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND
SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING
THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN
PERMISSION TO THE CONTRARY IS GRANTEO BY THE DISTRICT.
. 2 EXTREME CARE SHALL BE EXERCISED IN !=XCAVATING AND WORKING
IN THE AREA DUE TO EXISTING UTILITiC:S. CONTRACTOR SHALL BE
RESPONSIBLE FOR OAMAGES CAUSED BY HIS OPERATIONS,
CONTRACTOR SHALL CONFIRM AND LOCATE EXISTING TELEPHONE,
WATER, GAS, CABLE T.V,, ELECTRICAL, SEWER, ANO STORM DRAIN
PRIOR TO EXCAVATION OPERATION.
. 3 CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS
SHOWN ON THE ORAWINGS. CONTRACTOR SHALL BE RESPONSIBLE
FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS.
. 4 SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING
WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND
VERIFY ALL DIMENSIONS.
. 5 PLAN LOCATIONS OF HEADS, VALVES, AND PIPE LINES ARE
DIAGRAMMATIC AND INDICATE THE SPACING ANO RELATIVE
LOCATIONS OF ALL INSTALLATIONS.
. 6 ALL L•NES SHALL HAVE A Mlt-JIMUM CLEARANCE OF SIX (6) INCHES
FROM EACH OTHER, AND FROM LINES OF OTHER TRADES.
PARALLEL LINES SHALL NOT BE INSTALLEO OIRECTL Y OVER ONE
ANOTHER.
. 7 DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH
PIPING OF DISSIMILAR METAL MATERIALS.
( A Mt:;iA !:lllJtPRl,-1
. 8 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. VERIFY LOCATIONS OF WATER AND
ELECTRICAL POINTS OF CONNECTION WITH OWNER.
9 PCRMISSION TO SHUT OFF ANY EXISTING IN·USE WATER LINES MUST
BE OBTAINEO 48 HOURS IN AOVANCE, IN WRITING FROM THE OWNER.
THE CONTRACTOR SHALL RECEIV'c • INSTRUCTIONS FROM THE
OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF
, 10 CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE
CONDITIONS.
. 11 ALL MATERIALS AND EQUIPMENT USEO IN SPRINKLER IRRIGATION
WORK SHALL BE NEW, WITHOUT FLAWS OR DEFECTS AND OF
QUALITY ANO PERFORMANCE AS SPEC-IFIED.
PART 2. · PRODUCTS
2.1 P_l_l'.>_IN_G_~ PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS
OTHERWISE NOTED.
2.2
2.3
2.4
2.5
2.6
2.7
2.8
. 1 POLYVINYL CHLORIDE._PIPE ALL PVC MATERIAL SHALL CONFORM
TO ASTM D1784, CELL CLASS 12454B.
A. PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF
CONTROL VALVES ANO QUICK COUPLERS, SHALL BE PVC
·1120, CLASS 315 (SDR 13,5) CONFORMING TO ASTM D2241 OR
SCHEOULE 40, CONFORMING TO ASTM D1785, OR RUBBER
RING BELL GASKETEO CLASS 200 (SDR 21), CONFORMING TO
ASTM 02241.
R. PVC PLASTIC NON·PRESSURE LINES: FOR PIPING
OOWNSTRFAM OF CONTROL VALVES, SHALL BE PVC 1120,
CLASS 200 (SDR 21), CONFORMING TO ASTM D2241, OR
SCHEDULE 40, CONFORMING TO ASTM D1785.
C. IDENTIFICATION FURNISH PLASTIC PIPE CONTINUOUSLY AND
PERMANENTLY MARKEO WITH FOLLOWING INFORMATION:
MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS ANO
TYPE OF PIPE, WORKING PRESSURE AT 73,4 DEGREES F., AND
NATIONAL SANITATION FOUNDATION (NSF) RATING.
. 2 BRASS PIPE SHAL.L 8E IPS STANDARD WEIGHT 125 POUNOS, 85%
REO BRASS.
. 3 SLEEVES SHALL BE PVC SCHEDULE 40. SIZE SHALL BE AS PER THE
ORAWINGS. SLEEVES FOR WIRES SHALL BE MINIMUM 2" DIAMETER.
f..!_TTJNsi.S .. ANQ. J;; Q NN E C:TI QNS;
. 1 POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: PVC 1120,
SCHEDULE 40, MOLDED FITTINGS, MANUFACTURED FROM VIRGIN
COMPOUNDS AS SPECIFIEO FOR PIPING, TAPERED SOCKET OR
MOLOEO THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR
SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND
PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE.
FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING
INFORMATION: NOMINAL PIPE SIZE, TYPE ANO SCHEDULE OF
MATERIAL, AND NATIONAL SANITATION FOUNOATION (NSF) SEAL OF
APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2466.
. 2 FITTINGS FOR PVC RUBBER RING BELL GASKETED PIPE: THE
COUPUNG SHALL BE AN INTEGRAL PART OF THE PIPE BARREL. IT
SHALL CONSIST OF A THICKENED SECTION WHICH HAS AN
EXPANDED BELL WITH GROOVE TO RETAIN A RUBBER SEALING RING
OF UNIFORM CROSS SECTION. RUBBER GASKET MATERIAL SHALL
CONFORM TO ASTM F477.
. 3 BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND
CLASS 85% RED BRASS FITTINGS AND CONNECTIONS.
. 4 ALL RISERS SHALL BE PVC 1120, SCHEOULE 80, CONFORMING TO
ASTM D1785.
CONTROL VALVES;
.1 CONTROL VALVES SHALL 8E OF ALL BRASS BODY VALVE SHALL BE
PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM ANO SHALL
BE OPERABLE MANUALLY WITHOUT ELECTRICITY.
\, A_L',Ll;;._(:l O .X E.S:
.1 FOR CONTROL VALVES 9·1/2" X 16" X 11" PLASTIC METER BOX.
. 2 FOR GATE VALVE: 8-3/4" 01/\METER X 12" CONCRETE VALVE BOX
WITH CAST IRON RING, LIFTING SOCKETS. AND COVER MARKED
"WATl;;R",
SPRINK_LER_t!.f....ADS SHALL BE AS REQUIREcO ON THE DRAWINGS OR
APPROVEO EOUAL.
illL[£_K COUPLER ASSE.MBUE.~
. 1 QUICK COUPLER VALVES SHALL BE AS SIZEO ON DRAWINGS;
DOUBLE LUGGED, LOCKING CAP, VINYL YELLOW TOP AND BRASS.
. 2 QUICK COUPLER KEY SHALL BE OF BRASS/BRONZE WITH A HOSE
BIBB ASSEMBLY.
!;:hEC.K .. VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING•
LC AOEO ANO SWING CHECK.
GATE VALVES:
.1 GATE VALVES THREE (3) INCHES AND SMALLER SHALL BE 150
POUNO BASE, ALL BRASS/BRONZE CONSTRUCTION, SINGLE WEDGE
DISC, INTEGRAL TAPER SEATS, NON-RISING STEM, SCREWED
BONNETS, BRONZE CROSS HANDLE AND A BRASS/BRONZE GROUND
JOINT UNION CONNECTION AT THE DOWNSTREAM OUTLET. VALVES
SHALL BE CAPABLE OF BEING RE·PACKED WHILE UNDER PRESSURE.
. 2 GATE VALVES FOUR (4) INCHES AND LARGER SHALL CONFORM TO
ALL APPLICABLE PROVISIONS OF SECTION 201.08 OF THE
STANDARO SPECIFICATIONS OF THE CITY OF SAN OIEGO, OOCUMENT.
2.9 BALL VALVES~
. 1 BALL VALVE SHALL MEET ASTM STANDARDS WITH SEALS WHICH
ARE SELF-ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL
HAVE MOLDED MICRO,FINISH BALL WITH LOW TORQUE
REQUIREMENTS TO OPERATE UNIT MANUALLY. BALL VALVE SHALL
HAVE A PATENTED FEATURE ·· '·PRELOADEO" STEM SEAL AND
IMPACT RESISTANT HANDLES.
2 .1 0 TRACEH ....... W.I.HE.S. SHALL BE NO. 12, TYPE TW PLASTIC"COATED COPPER
WIRES.
2.11 BACKFLOW PREVENTER SHALL BE AS SHOWN ON PLANS OR EQUAL, AS
APPROVEO SY ARCHITECT.
2.12 CONCRETE FOOTINGS SHALL BE; 2,000 PSI CONCRETE AT 28 DAYS.
2 .13 BACKFILL SHALL BE CLEAN FILL SOil.
2 .14 CONTRACTOR SHALL PROVIDE TO THE OWNER:
.1 TWO (2) CONTROL VALVE KEYS.
. 2 FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF
SPRINKLER HEAD.
. 3 TWO (2) 48" TEE WRENCHES FOR OPERATING GLOBE OR GATE
VALVES.
. 4 SIX (G) QUICK COUPLER KEYS AND SIX (6) HOSE BIBB ASSEMBLIES.
. 5 FIVE (5) KEYS FOR OPENING ANO LOCKING EACH AUTOMATIC
CONTROLLER.
2.15 PRESSURE_ R!a.GULATORS SHALL BE BRONZE BODY WITH FLANGED
FITTING. SEE DETAILS AND ORAWINGS.
EAflT 3 -EXECUTION
3 .1 GENERAL REQUIREMENTS:
.1 LOCATIONS ON DRAWINGS ARE OIAGRAMMATIC AND APPROXIMATE
ONLY, ANO SHALL BE CHANGED ANO AOJUSTEO AS NECESSARY TO
MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER
COVERAGE. LOCATE ANO STAKE ALL WORK AND OBTAIN APPROVAL
OF THE ARCHITECT BEFORE INSTALLATION.
. 2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND
AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND
SPECIFICATIONS
3. 2 INSTALLATION OF IRRIGATION SYSTEM:
.1 EX_CAVATION AND BAc;;.!iJ:.ILL!N.(a OF TRENCHES:
. 2
A. EXCAVATE TRENCHES, PREPARE SUBGRADE, ANO BACKFILL
TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE
FITTINGS, TESTING ANO INSPECTING OPERATIONS. DO NOT
BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO
A HYDROSTATIC TEST AS SPECIFIEO.
B. DEPTH OF TRENCH:
POLYVINYL CHLORIOE PRESSURE LINE 18" MINIMUM COVER
POLYVINYL CHLORIDE NON-PRESSURE LINE 12" MINIMUM COVER
C TflE.tJ_QHING._1]:!flOUGH AREAS WHEFJE ... .IQPSOIL HAS BEEN ....
SPREAD:
(1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND
SUBSOIL ON OPPOSITE SIDE .
D. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN
DIAMETER, DEBRIS, ANO LITTER, PRIOR TO USE AS BACKFILL
WHERE SO INDICATED ON DETAIL.
E. REPAIR ANY LEAKS ANO REPLACE ALL DEFECTIVE PIPE OR
FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. 00 NOT
COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND
APPROVEO FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND
MATERIALS.
F. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH
SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND
PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS
UNTIL 90% COMPACTION HAS BEEN ACHIEVED.
G. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE
FROM ROCKS AND CLODS.
INSTALLATION OF POLYVINYL CHLORIDE PIPE:
A BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS,
EXERCISE CAUTION IN HANDLING, LOAOJNG AND STORING, TO
AVOID DAMAGE.
B. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER
UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE
WITH A BE;D LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO
LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING
OR CONCENTRATED EXTERNAL LOAD AT ANY POINT.
C. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE
DISCARDED UNTIL SUCH DENTED AND/OR DAMAGED SECTION
IS CUT AND REJOINED WITH A COUPLING .
D. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE
FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE
TRENCH SHALL BE FREE OF ROCKS, CLOOS, A"" OTHER
SHARP.EDGED OBJECTS.
E.
F.
G,
H.
I.
J .
K.
PIPE ENOS ANO FITTINGS SHALL BE WIPED WITH MEK, OR
EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED
JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET
BEFORE MOVING OR HANOLING. ALL FIELO CUTS SHALL BE
BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING
AND GLUING TOGETHER .
PIPE; SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH
BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION.
CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO
PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE
JOINTS EXPOSED FOR INSPECTION DURING TE;STING.
NO WATER SHALL BE PERMITTED IN THE PIPE; UNTIL
INSPECTIONS HAVE BEEN COMPLETEO AND A PERIOD OF AT
LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING
AND CURING.
PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLA'sTIC
MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE
TURN WITH A STRAP WRENCH.
PLASTIC TO PLASTIC JOINTS: SOLVENT-WELO, USING
SOLVENT RECOMMENOED BY PIPE MANUFACTURER ONLY.
SOLVENT·WELD JOINTS: ASSEMBLE PER MANUFACTURER'S
RECOMMENDATION .
3.3
.3
.4
. 5
.6
.7
L. THREADED FITTINGS: USE TEFLON TAPE ON ALL THREAOED
CONNECTIONS.
M. THRUST BLOCKS SHALL BE INSTALLF.D AS PER DETAIL.
N. SLEEVES SHALL EXTEND 12" BEYOND EACH SIOE OF
PAVEMENT. THE LETl'ER "E" FOR ELECTRICAL OR "W" FOR
WATER SHALL BE STAMPED OR CHISELED ON THE PAVEMENT
DIRECTLY ABOVE THE SLEEVE.
INSTALLATION .. OF_l:)_BASS Pl/'.E;
A. 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 EOGES OR BURRS
SO SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED .
B. CAREFULLY ANO SMOOTHLY PLACE TEFLON TAPE ON MALE
THREAO ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR
WRENCHES. CAULKING IS NOT PERMITTED.
CONTFJQL .1/.P,LVES:
A" INSTALL CONTROL VALVES IN LOCATIONS AS SHOWN ON THE
DRAWINGS, WITH 4 INCHES MINIMUM CLEAR OVER TOP OF
FLOW CONTROL STEM. INSTALL A UNION-TYPE CONNECTION.
V.ALVE BOXES.:
A. INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO
MORE THAN ONE VALVE PER BOX. STENCIL VALVE NUMBER
AND CONTROLLER LETTER ON UNDERSIDE OF VALVE BOX LIO.
SPRINKI Ef!_l-!EAD..S.,
A. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS
SHOWN.
B. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY
PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE
AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED,
IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE
ARCHITECT TO DO SO.
ill!JCK .. _<;OUPLER ASSEMBLIES:
A. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS
AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO
FINISH GRAOE AND A MAXIMUM OF 12 INCHES FROM PAVING,
WALKS, HEADERS OR CURBS, OR AS SHOWN ON DRAWINGS
AND AS DIRECTEO.
. B i:::HECK_. VALVES:
A. INSTALL AS SHOWN ANO AS INOICATED ON DRAWINGS.
,9 GATE AND BALL VALVES:
A. INSTALL WHERE SHOWN AS DETAILED.
.1 0 TRACER WIRES·
A. TRACER WIRE SHALL BE INSTALLED WITH NON-METALLIC
(ASBESTOS-CEMENT OR PLASTIC) IRRIGATION MAIN LINES.
B. THE TRACER WIRE SHALL BE PLACED ON THE BOTTOM OF THE
TRENCH UNOER THE VERTICAL PROJECTION OF THE PIPE WITH
SPLICEO JOINTS SOLDERED AND COVEREO WITH INSULATION·
TYPE TAPE .
C. TRACER WIRE SHALL FOLLOW THE MAIN LINE PIPE AND/OR
BRANCH LINES AND TERMINATE IN THE YARD BOX WITH THE
CONTROL VALVES. PROVIDE ENOUGH LENGTH OF WIRE OR
TAPE TO MAKE A LOOP AND ATTACH A "DYMO-TAPE" TYPE
PLASTIC LABEL WITH THE DESIGNATION "TRACER WIRE".
.11 BACl(FLOW PREVENTER:
A. 8ACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS,
LOCATEO AS OIRECTED ON DRAWINGS, AND SHALL CONFORM
TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS.
B EXACT LOCATION ANO POSITIO'NING SHALL BE VERIFll!D ON
THE SITE BY THE; ARCHITECT.
.12 PR~.!.!.RE .. RE.G.U.LATORS SHALL BE INSTALLED AS PER ORAWINGS
ANO DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT.
CLEAN-UP:
AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN
A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER
COMPLETION OF HIE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS
AND CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL
SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS
ADJACENT THE PLANTINGS.
"AS BU I LT"
RCE ___ EXP. ___ _ DATE
RE\11EWED BY:
<', (°@.ffsJ~•,,, IRRIGATION SPECIFICATIONS
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS .
INSPECTOR DATE
r
.
'f,;'.'-, ,I,
~rtv{.UISU,4 ),, . -
1
SH6fFT
I
c1TY aF CARLSBAD ~
~ / PLANNING DEPARTMENT .':: /,N_ .,:., ·~ i-----t----t------------------,1----+-------J---+----I ;:::==::::....::::===========:::::::...:::::=~ = ~"' _i2,'A".J{~ l(i / t----+----+------------+---+---+---+-----1 -J'. lhle .,_ n~
Lu1dscapc Architecture • Plilnning
La Jolla Centre II
9255 Towne Centre Drive, Sui le 340 DAlE INITIAL
San Diego, CA 92121-3002 ;:NGINEER OF WORK
61'! 550-1575 • Fax 550-1580 9 1-035
DATE INITIAL DA lE INlllAL
REVISION DESCRIPTION DTHER N'PROVAL Cl'IY APPf«JVAL
LANDSCAPE IMPROVEMENT PLANS FOR:
PLANNING AREA 30
. /'J AVIARA,PHASE II
,_
DWN BY: --/ -PRO.t:CT NO. DRAWINC NO.
CHKD BY: ---CT 90-30 334-JL RVWD BY:
C.M.W.0. JOB NO. 93-505
B
Pvc.... t3 j -Cj.;2_ n=-E
G GEAR DRIVEN ROTOR HEAD H
M
3/4" METER BY OTHERS
TO RESIDENCE
' . . ' ➔ --:--F· --~ 1" BALL VALVE SEE
m DETAIL r ----------m
z
0
f--
<t
(.'.) -a::
8 •--...., .. REDUCED PRESSURE
BACKFLOW PREVENTER
SEE DETAIL
!5 /
PRESSURE REGULATOR
SEE DETAIL -~--
0 ~,/
f--
EQUIPMENT ARRANGEMENT FOR
P.O.C. AT RESIDENTIAL LOTS
STREAM SPRAY HEAD
FLU:5'-1 I fl, LAV'IN
2 1' I fl CjKa.Jtl D ·
COV/;;.;R
G
-\\--c-
•=::-.:.
'-' ="-~ i,,:u,;;:..._=µ'...6f~v
... \\'-:,-'--;::r-....<..c,--/
IRRIGATION LEGEND
PRECIP.
SYMBOL DESCRIPTION/ MANUFACTURER/ MODEL NO RATE ~R~A=D~-~P~S=l __ _,,,G~P=M,___-=D=E~T~-~N=.,0.
XV\)/
lXJvw
,[)
TORO 570S STREAM SPRAY W/35 DEG. NOZ. F,H,O. .69 13' 20 1.8, 1.0,..60
®
®
@
INSTALL W/ FACTORY CHECK VALVE
TORO 570S FLAT STREAM SPRAY W/10 DEG. NOZ. F,H,Q.
INSTALL W/ FACTORY CHECK VALVE
TORO S?00-FC 3/4" FIPT W/ FACTORY CHECK VALVE (6.0 NOZJFULL)
STANDARD ANGLE NOZZLE.
TORO S?00-PC 3/4" FIPT W/ FACTORY CHECK VALVE (3.0 NOZ./HALF)
STANDARD ANGLE NOZZLE.
TORO S700-PC 3/4" FIPT W/ FACTORY CHECK VALVE (1.5 NOZ./QT.)
STANDARD ANGLE NOZZLE. '
TORO S700-FC 3/4" FIPT W/ FACTORY CHECK VALVE (6.0 NOZ./FULL)
LOW ANGLE NOZZLE.
TORO S700-PC 3/4" FIPT W/ FACTORY CHECK VALVE (3.0 NOZ./HALF)
LOW ANGLE NOZZLE.
1.13
.30
.35
.40
.46
.48
12' 30 1.8, 1.0,.60
29-39' 25 4.13
29-39' 25 2.4
26-35' 25 1.11
26-35' 25 4.17
25-33' 25 2.42
TORO S700-PC 3/4" FIPT W/ FACTORY CHECK VALVE (1.5 NOZ./QT.)
LOW ANGLE NOZZLE.
.50 23-31' 25 1.11
GRISWOLD MODEL #2230 PRESSURE REGULATING REMOTE CONTROL VALVE
CHAMPION MODEL #300 MANUAL CONTROL VALVE
KING BROTHER'S LO-TORQUE BALL VALVE -LINE SIZE
1" SIZE FEBCO MODEL #825Y REDUCED PRESSURE BACKFLOW
PREVENTER AND "WYE" STRAINER
CHAMPION 1-40 LK HOSE BIB W/ LOOSE KEY HANDLE
INSTALL IN PLASTIC VALVE BOX
1" WILKINS 70 SERIES REGULATING VALVE SET@ 75 PSI
3/4" DOMESTIC WATER METER BY OTHERS
MAIN LINE, SCHEDULE 40 PVC (18" MIN. COVER)
LATERAL LINE, CLASS 200 PVC (12" MIN. COVER)
PIPE SLEEVING, SCHELULE 40 PVC ( 2 TIMES DIAMETER OF ENCLOSED PIPE)
STATION NUMBER
VALVE GPM
VALVE SIZE
~VALVE SIZE
\..J_____ VALVE GPM
ALERTLINE SHALL BE USED FOR
RECLAIMED WATER LINES
~-SIDEWALK
H
H
G
G
G
G
G
G
D
F
C
A
E
STREET SURFACE\ ~~METER BOX WIMETER
CURB-~
POTABLE MAINLINE
(SEE IMPROVEMENT ORA ~INGS) 7 ,35FEET
I
I
'•
12· MINIMUM REQUIRED VE:FiTICLE SEP~Ji4T!ON➔
NOTE.
'S~ANCAR0 SP~C:F:CAIJCNS J:OR PF1WA ~ IRRIGAT!ON SYSTEMS~
-cAPLSBAO PECLAAf.4T1CN ,quLES AND A£GULAIICNS F'CA
CCNSGUCT7CN CF R~C!_A/MEO ',VA:~,;::; MAfNSff Jr_,'N£ 1951
POTABLE MAINLINE CROSSING ,
.
APPROVED FOR
12"MINIMUM
RECLAIMED WATEHJRRIGATTON MAINLINE W!SLEEVE -~
NOTE.
VERT/CLE CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH
OF A POTABLE WATER LINE, INSTALLATION OF REClAIME::D WATER /RR/GATON
MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY
10· HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE-STREIT ',· ...
. POTABLE,SER,VJCE Lr/NE CROSSING
PLANTING "AS BUil T"
AN[) II~RIGATION ONLY,
INC'.LUDING PRECISE RCE EXP. DATE
LOCATION OF PL.ANTING REVIEWED BY:
IRRIGATION LEGEND & DETAILS .ARE.AS.
INSPECTOR DATE
I SH;FT I CITY OF CARLSBAD ~ PLANNING DEPARTMENT 3
LANDSCAPE IMPROVEMENT PLANS FOR:
PLANNING AREA 30 ' /) AVIARA PHASE 11
APPR~ f' lj J,,. ·-'.,,, 6-1~-&
ASSIS'f-ANT P NING DIREC:-OR DATE Land~c.tpc Architeclure • Planning
La Jolla Centre II
9255 Towne Cc-nlrc Drive, Suite 340 ~f OWN BY:...:. ~, PROJECT NO. I DRAWING NO. DATE INITIAL DATE INlllAl DATE INlllAL CHKD BY: CT 90-30 334-JL S.111 Diego, CA ')2121-3002 ;~ REVISION DESCRIPTION 0lHER APPROVAL CITY APPROVAL O<GINEER Of WO!lK RVWD BY:
Gl<J 550-1575 • F.1x 550-1580 91-035 -::;
■"lllit::i111.,1111:\l,,111Ju111,e,111,----------------------------------------------------------------------------------------------------------------------------.1 C.M.W.O. JOB NO 93-505
·-
C•\GPJ.DIJG
1' ; 40'
5
KEY MAP
N.T.S.
0'11) 17
169.5
I
I
I
I
I
I
I
)
I
I
I \
I . I !&
<::i
I :;
I
)
r\, -: / CJ
yl.A15
tj=_j=!::::J I <-(,I -
---
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--,_ ~ W7 ra,u, '""
18
175.0
14
\ 174. O
\
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l/'
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56,A.L-,
19
175.0
-
1.J g
8.
174.5 i' \':
20
I 74.3
12
175 4
()()' 7►a ... 1/(,,-•
\
I
\ 21
172,8
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
24
177.8
2.J
1 ":-1:>.>.> 90, 44'
\
I
\
' 10 -0
"' -171.0 "' ,-
' \
+
26
180.0
179.3
,,=:
•
. .
·,l"f;.""'I '
30
168.2
I"'"~ . I ~-~----~~ l. ·.
. ' ------...,_
A 1 • 1 tun> • Planning Landscape re u ec
La Jolla Centtt 11
Ori Suitt 340 9255 Towne Centre ve,.
San Diego, CA '12121-3002
619 550-1575 • Fax 550-1580
., 011
.. .. ( 'I
-. ... I
/ 7, I
"' ' --i ....._ ·o ..., ---.;:.=·-.. ·
\ '
::, •. .-c.•·=="··-.->"-·· s
~~--'E1\G1'N ~ I
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.•. ~.~ ~~~,~ ~ . ~ -~'.f~: I I \"' 29
179.0
31
167.6 32
166.9
167.J 6
166.8
DA 'I[ INITIAL
EN<JNEEROF.-
!'
'I I
5
, 166.5
/
1J!l,07' .. , r----""'""'=~----~ I I ~-
,:_:--·-., .
. -----
4
166.J
/,
40"
2
166.9
J
I /; /;I
;, I I /; /
/
I
I I~
J I Ji/
I I /~/
I I l I
lj I I
I I~ I ri
SEELANOSCAPEIMPROVEMENT
~-DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 A VIARA PHASE II
FOR EXISTING LANDSCAfiE
o~i~f~~o~ffli_
'AS BUILT'
RCE __ _ DATE
REVIEVED BY• ---
GRAPHIC' sc,tJ E· 1•-«r
DAW: NTIM. DATE NTIAI.
DATE INSPECTOR
WI crrx.~!£.~BAD IW
DATE
DWN BY:
REVISION DESCRIPTION QTY APPIID'IAI.
CHKD BY: --
RVIJD BY• I. DRAWING NO. ~:~
_ 334 a. e"
C1\GP!.D1.'G
1 • = 40
N.T.S.
"' -
,-.
w w
U) ,.
"'O
:IJ -~ ~ rn
47.13
49
762.2
-:.~ 56.66'
-~
~
/' \_
50
162. 1
PROPOSED LOCATION OF
FUTURE SOUND WALL
~r11x.•1
48
163.J
70. 0(7' .,..., [;: --.,.
<:::,' "' ·o._. re; "' ':-I
51 "' ~ 8 162.8
. '., ·-
i' \:
53
164.2
"" :,; 52
163.3
NOTE:
GUEST DEVELOPER SHALL PLANT
REQUIRED STREET TREES AS PER
CO-NDIT.ION #y.f, PC RESOLUTION 3396.
?fl
....
~ -~ v_
47
163.0
45
.... 159, r
9,,
·c,,
~ 46 ~ ~ 761.5
55
16.J.2
,---t.,,,.
~
/
• 1Y
.... "
-"' 0,
"' "'
"' ., ,,
56
162.8
~ ~ \::.
l'
57
160.0
141
5~l--
l I
-... .,..
:a
4J
757.4
6'
157.8
58
158.I ~
; > Z liiil _.__,,_
Landscape Archilectnre • Planning
LaJollaCentrell ·
9255 Towne Centre Drive, Suite 340
San Diego, CA 92121-3002
619 550-1575 • Fax 550-1580
91--U.
42.66'
42
757.J
.
UNIT 2
I
i
I
41
158.0
\
• \ 40 \ 158.5
. ' \
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LJ..~-t1rtt-~SEELANDSCAPEIMPROVEMENT
11
1
DRAWINGS FOR CARLSBAD
: 1: I ,
ii TRACT NO. 89-37 AVIARA PHASE II
'1l:1. FOR EXISTING LANDSCAPE
SEE SHEET4Z.~44.
·, DRAWING NO. 318-9L.
' '
: 1·
I '
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-----~
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120'
'
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
1 AS BUIL T 1
RC[ __ _ EXP, __ _ DATE
REV!E'w'ED BY,
INSPECTOR DATE I SHE9ET I CITY OF CARJBBAD l----+---i--------------+-----+--1----+--~ PLANNING DEPARTMENT l----+-----1--------------+-----+--I----+--~ ~ ~
DA TE INl'llAl
E:NGINITR CT WOii!( REVISION DESCRIPTION DATE INITIAL DATE INITIAL
□THE:R APPR!lVAL aTY APPROVAL
LANDSCAPE IMPROVEMENT PLANS FOR
PLANNING AREA 30
AVIARA PHASE II
DWN BY:~-
CHKD BY:_~
RVw'D BY,
' PROJECT NO.
CT 90-30
I DRAWING NO.
334-3L
"' IT -;-. ·,1
$
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·c::.M.W.D. JOB NO. 93-505 q
•
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PROPOSED LOCATION OF
FUTURE SOUND WALL
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I' c 40'
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86
160.0 ·
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159.5
84
158.9
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79
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103
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~ .... · SEE U\r,JDSCAPE IMPRQYEMENT -~
1 DRAWINGS FOB.CARLSBAD
~ACT NO. 89-J'tAVIARA PHASE II
• --1 FOR.EXISTING LANDSCAPE I
I I
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63
141.2 I • • !
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A 1 106 ·/
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80' ---120' ----
GRAPHIC SCALE: 1" •40'
"' ~~ I Mj
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KEY MAP
N.T.S.
PLANTING PLAN·
I
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N AS BUILT"
RCE __ _ EXP. ___ _
REVIE\/(D BY1
INSPECTOR
I
I
I
I
I
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~TERR
7 &AT. L)/i',
DATE
DAT-E
LANDSCAPE IMPROVEMENT PL.ANS FOR:
PLANNING AREA 30
AVIARA PHASE II
C.M.W.D. JOB NO. 93-505
PART I -GENERAL
1 . 1
1-2
1 . 3
1 . 4
1 . 5
1 . 6
GENERAL CONDITIONS:
THE C!IENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE A
PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY
TO THIS SECTION AS FULLY AS IF REPEATED HEREIN.
SUMMARY:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS,
TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK
INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL
CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF
REPEATED HEREIN.
. 1 RELATEQ __ WORK:
IRRIGATION SECTION 02441
SUBMITTALS:
UPON BEING AWARDED THE PROJECT, CONTRACTOR SHALL SUBMIT A LIST
OF SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, SEEDS, AND
SOD WITH QUANTITIES OF EACH WITHIN 15 DAYS FROM AWARD OF
CONTRACT.
GUARANTEES AND REPLACEMENTS:
. 1
.2
.3
SHRUBS, GROUNDCOVERS, AND HYDROSEED SHALL BE
GUARANTEED TO REMAIN HEALTHY AND VIGOROUSLY GROWING FOR
ONE GROWING SEASON OR NINETY (90) DAYS, WHICHEVER COMES
FIRST.
ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS
CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY
CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL
ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY THE
OWNER, THE GUARANTEE SHALL APPLY AS STATED ABOVE.
ALL PLANTS FOUND TO BE DEAD ANO ALL PLANTS NOT IN A
VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD
SHALL BE REPLACED WITHIN FOURTEEN (14) DAYS.
PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND
s'1zE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED,
PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST
TO OWNER.
OBSERVATION:
.1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE
ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN
WRITING, IN ADVANCE OF THE TIME OBSERVATION IS REOUIR!c.D.
.2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF
THE WORK:
.3
.4
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
PRE-CONSTRUCTION MEETING.
INCORPORATION OF SOIL CONDITIONERS AND FERTILIZERS
INTO THE SOIL.
UPON THE COMPLETION OF GRADING PRIOR TO Pl.ANTING.
APPROVAL OF PLANT MATERIALS.
WHl;;N TREES ANO SHRUBS ARE SPOTTED IN PLACE FOR
PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED.
ORIENTING SPECIFIED TRl;;ES.
VERIFICATION OF FINISH GRADES.
APPLICATION OF PRE-EMERGENT HERBICIDE.
PRE-MAINTENANCE OBSERVATION.
WHEN PLANTING, ANO AI_L OTHER INDICATED OR SPECIFIED
WORK EXCEPT THE MAINTENANCE PERIOD, HAS BEEN
COMPLETED ACCEPTANCE AND WRITTEN APPROVAL SHALL
ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. 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. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE
.,, "M/\INTENANCE-PERIOD. THIS OBSERVATION SHALL
· • 'ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR
GUARANTEE OF ALL TREES.
ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND
THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN
WRITING, (1) WHETHER THE WORK IS ACCEPTABLE; ANO (2) OF ANY
REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE.
THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE
ON THE SITE /IT THE TIME OF EACH OBSERVATION.
MAINTENANCE:
. 1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL
LANDSCAPE AND IRRIGATION WORK ON THIS PROJECT IS
COMPLETED, CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM
THE ARCHITECT IS GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND
SHALL CONTINUE THEREAFTER FOR NO LESS THAN 90 CALENDAR
DAYS
_ 2 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 WORK.
_ 3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN
IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS AND SHALL
BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY
PLEASING APPEARANCE BY WATERING, PRUNING, TRIMMING, EDGING,
FERTILIZING, RE-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 DEBRIS. ALL PLANTS FOUND TO BE DEAD
OR IN AN IMPAIRED CONDITION SHALL BE REPLACED IMMEDIATELY
WITHIN 3 DAYS.
. 4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL
ElE APPLIED AT THE RATE OF 12 POUNDS PEA 1,000 SQUARE FEET 30
'JAYS AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND
EVERY 30 DAYS THEREAFTER, FOR THE DURATION OF THE CONTRACT
MAINTENANCE PERIOD. RATE OF APPLICATION IS FOR BIDDING
PURPOSES ONLY. SOIL TEST MAY REDUCE APPLICATION RATE.
. 5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE
PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE
ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR
UNHEALTHY CONDITION OF PLANTED MATERIAL OR UN-ESTABLISHED
NON-COVERING LAWNS ARE EVIDENT AT THE TERMINATION OF THE
SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO
CHANGE IN CONTRACT PRICE UNTIL ALL OF THE WORK IS COMPLETED
AND ACCEPTABLE.
.G THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE
REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
. 1' MESA BLUE"'F11NI
1. 7 LAYOUT OF WORK:
1 . 8
1 9
n-E · CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A• REGISTERED
Cl ill 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
ENG'•sEER DRAWINGS.
GENERAL REQUIREMENTS:
. 1
.2
.3
. 4
.5
.7
.0
.9
THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE
Pl_l\NTED WITH TREES, SHRUBS, GROUNDCOVERS, AND SEED.
ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE Pi;;RIODS
WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN
ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL
PRACTICE.
ALL ROCKS 1" OR LARGER, AND OTHER GROWTH OR DEBRIS
ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE
REMOVED FROM Tl-IE SITE UNLESS SPECIFICALLY EXEMPTED IN
WRITING.
PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT
MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE
AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH
IMPROVEMENTS. IN THE EVENT OF II CONFLICT BETWEEN SUCH
LINES /IND PLANT LOCATIONS, NOTIFY THE ARCHITECT WHO SHALL
ARRANGE FOR THE RELOCATION OF ONE OR THE OTHER. THE
CONTl1ACTOR ASSUMES ALL RESPONSIBILITY FOR MAKING ANY ANO
ALL REPAIRS FOR DAMAGES RESULTING FROM WORK AS HEREIN
SPECIFIED.
GRADING AND SOIL PREPARATION WORK SHALL BE PERFORMED
ONLY DURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM
RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE
SOIL SHOUI.D 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 ACCEPTABLE LEVELS AND THE
DESIRED RESULTS ARE LIKELY TO BE OBTAINED.
ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE
PROCEEDING WITH ANY WORK, CAREFULLY CHECK ANO VERIFY ALL
DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY
DISCREPANCY BETWEEN THE DRAWINGS ANO/OR SPECIFICATIONS
AND ACTUAL CONDITIONS.
QUANTITIES FOR PL/INT MATERIALS ARE SHOWN FOR CONVENIENCE
ONLY, AND ARE NOT GUARANTEED. CHECK ANO VERIFY COUNT AND
SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS.
ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION
EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING
PROPERTY DURING ALL PHASES OF THE SOIL AMENDING AND
GRADING OPERATIONS.
SPECIMEN .TR~F. SELECTION:
A_ ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT
ON DRAWINGS 15-GALLON AND LARGER SHALL BE DELIVERED
TO THE PROJECT SITE FOR APPROVAL PRIOR TO
INSTALLATION.
B. THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES
NOT APPROVED.
REJECTION ANO S_IJBSTITIJTION;
A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS
HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND
SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE
MARKED AS REJECTED ANO BE IMMEDIATELY REMOVED FROM
THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE
PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL
APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS
SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWl;;R
COL.OR AND CONDITION AS SPECIFIED HEREIN AND/OR AS
INDICATED ON TIIE DRAWINGS UNDER NO CONDITION WILL
THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY,
OR REDUCED SIZE FOR THOSE LISTED ON THE AC:COMPANYING
DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT
OF THE ARCHITECT.
.11 UTILITIES
A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE
INSTALLATION OF THE LANDSCAPING ANO IRRIGA1ION
SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR BY THE
CONTRACTOR. DURING THE MAINTENANCE PERIOD, THE
OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE
UTILITIES.
INVOICING OF PLANT MATERIALS ANO SOIL PREPARATION AND SOIL
PREPARATION CONFORMANCE TEST:
_ ·1 AFTER INST/\l.LATION OF PLANT MATERIALS, BUT PRIOR TO THE
PRF-M/IINTENANCE INSPECT\ON, THE ARCHITECT, WITH THE
HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED
CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT
MATERIALS AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL,
COMPARING THE TOTAL AREA /IND/OR THE AMOUNTS SPECIFIED. IF
THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE
ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL
MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED.
. 2 UPON DH.IVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL
CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING
OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED
SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND
INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE
SUCH MATERIAL, COMPARING THE TOTAL. AREA OF EACH
OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT
BEEN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF
ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE
MINIMUM APPLICATION REQUIREMENTS SPECIFIED.
. 3 RANDOM SOIL SAMPLES OF SUFFICIENT OUANTITY TO BE
REPRESENTATIVE OF THE ENTIRE SITE SHALL BF TAKEN BY THE
CONTRACTOR PRIOR TO BEGINNING WORK THE ARCHITECT, IN THE
PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE
PLANTING !>LAN WHERE SOIL SAMPLES SHALL BE TAKEN.
CONTRACTOR SHALL SUBMIT SAMPLES TO A LICENSED SOILS
TESTING LABORATORY SOIL TEST SHALL CONSIST OF SOIL
FERTILITY AND AGRICULTURAL SUITABILITY CONFORMING TO THE
METHODS OF THE UNIVERSITY OF CALIFORNIA EXPERIMENTAL
STATION AND USDA, ALONG WITH RECOMMENDATION FOR
CORRECTING ANY DEFICIENCY IN THE SOIL.
. 4 A SAMPLE OF THE SOIL AMENDMENTS SHALL Blc. DELIVERED TO THE
ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT
FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL
AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE,
RANDOM SAMPLES OF THE MIXED SOIi_ WILL BE TAKEN BY THE
/\RCIIITECT AND SUBMITTED TO THE SOIL LABORATORY FOR
COMPARISON TO A CONTROL MIX. COST OF THE ABOVE TESTING BY
THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR
. 5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES
WILL BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL
LAEJORATORY FOR TESTING OF ECE AND PH. COST OF THE ABOVE
TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE
CONTRACTOR.
PART 2 -PRODUCTS
2. 1
2.3
SOIL AMENDMENT ANO FERTILIZf.R:
. 1
.3
.4
.7
.8
.9
SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC
FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE
WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF
INORGANIC AMENDMENT THAT RESISTS FURTHER BREAKDOWN PH
OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC MATTER (DRY WE,IGHT
BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL
NITROGEN CONTENT OF 0.5%. (LOAMEX, WIL-GRO, LIFE FOREST
HUMUS).
GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED
GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE CONTAINING 14%
COMBINED SULFUR.
IRON SULFATE (EXPRESSED AS METALLIC) 19% OF QUALITY
APPROVED BY ARCHITECT.
SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY
ARCHITECT.
FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC AND INORGANIC GRANULAR FERTILIZE;RS, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, ANO
SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE
PERCENTAGES 8Y WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
1.0%
10.0%
10.0%
MINIMUM
MINIMUM
MINIMUM
FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-
FLOWING, SUITABLE FOR APPLICATION WITH APPROVED
EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM
AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
21.0%
0.0%
0.0%
MINIMUM
MINIMUM
MINIMUM
FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-
FLOWING, SUITABLE FOR APPLICATION WITH APPROVED
EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM
AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
16.0%
20.0%
Q • QO/,:.
MINIMUM
MINIMUM
MINIMUM
FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC AND INORGANIC GRANULAR FERTILIZERS WITH CHELATED
MINERALS, FREE-FLOWING, SUITABLE FOR APPLICATION WITH
APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING
MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
7 _ 0">/r)
9.0%
4. QO/,:,
MINIMUM
MINIMUM
MINIMUM
PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE
COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH
THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT
FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
20.0°/o
10.0%
5.0°/o
MINIMUM
MINIMUM
MINIMUM
.1 0 SOIL ENHANCER SHALL BE SARVON.
PLANTING BACKFILL:
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
113 CU. YD.
2/3 CU. YD.
1 LB.IPER CU. YD. OF MIX
10 LBS.IPER CU_ YD. OF MIX
PLANTING BACKFILL MIX IS FOR BIDDING PURPOSES ONLY. PLANTING
BACKFILL MIX SHALL BE PER SOIL TEST RECOMMENDATIONS.
STAKING MATERIALS:
STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT
SHAFTS, SHAVED AND CUT CLEAN ANO BARE OF BRANCHES AND STUBS,
OF UNIFORM TIIICKN,CSS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF
LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN
(10) FEET IN LENGTH
PLANT MATERIALS:
.1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES' OF PLANTS
HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN
"AN ANNOTATED CHECKLIST OF WOODY ORNAMENTAL PLANTS OF
CALIFORNIA, OREGON, AND WASHINGTON", PUBLICATION NO. 4091,
PRINTED 1979 AND "AN ANNOTATED CHECKLIST OF ORNAMENTAL
PLANS OF COASTAL SOUTHERN CALIFORNIA", PUBLICATION NO .
3276, PRINTED 1982, 80TH PUBLISHED BY THE UNIVERSITY OF
CALIFORNIA, DIVISION OF AGRICULTURAL SCIENCES. SEE LIST 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 DISEASE, INSECTS, INSECT EGGS, AND MEET OR EXCEED THE
MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO
THE ARCHITECT.
. 3 CONTAINER STOCK (1-GALLON, 5-GALLON, 15-GALLON, AND BO)(
SIZES) SHALL HAVE GROWN IN CONTAINERS .FOR AT LEAST SIX
MON·,-HS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT
HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM
THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL
APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS
SHALL BE PLANTED.
. 4 PRUNING SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY
WRITTEN APPROVAL FROM THE ARCHITECT.
. 5
.6
.7
.8
.9
. 1 0
. 11
. 1 2
. 1 3
. 1 4
INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR
STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE
CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE
SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF
PLANTS TO SITE.
PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR
REJECTION. AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING
PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT
DEFECTS AND INJURIF.S.
REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE
IMMEDIATELY.
SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS
SUBMITTED THAT ANY PLANT SPl;;CIFIED IS NOT OBTAINABLE, A
PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST
EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE
SUBJECT TO ARCHITECT'S WRITTEN APPROVAL.
QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK
SHOWN ON DRAWINGS.
THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION
OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF
FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE
DEFECTIVE SAMPLE
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.
HYDRO-SEED MIX AND MATERIALS SHALL BE AS CALLED OUT ON DRAWINGS.
GROUNDCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED
CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING.
PRE-EMERGENT HERBICIDE SHALL ElE SURFLAN, TREFLAN, DYMID OR EQUAL.
WEED ERADICATION SPRAY SHALL BE ROUNDUP .
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
1,0CATION OF PLANTING
"AS BU I LT"
RCE ___ EXP. DATE
REVIEWED BY:
__...-::=c PLANTING SPECIFICA TIQNS ,!\REAS . INSPECTOR
,,.,,~~~~~~1~/ ~c. · LTI:J CITY OF CARLSBAD
" "'' ./ ' :-,<( ' 1-----f---+---------------------t--------t----t-------t------1 ~ :. ~ --"-" PLANNING DEPARTMENT ~ g // ;/'=f'. ·~ :"' ~==='-'='=----=----=----=----=---=---=--=---=·.::..-=========::....':==~
, _;;,,si:t,atyn, , I,/ LANDSCAPE IMPROVEMENT PLANS FOR:
DATE
, I\
I
.. -AL:f/-r'ef /,. / PLANNING AREA 30
J' -~~ /?AVIAR;!\ PHASE II
L.1nds<:ape Arc hi lecture• Pl.inning
L,1 Joli,, Centre II
'J255 Towne Ccnlre Drive, Suite 340 DAlt INITIAL
San Diego, CA 92121 3002 ~GINEER Of WORK
(>1'1550-1575 • 1'.1x 550-1580 91 035
□Alt INlllAL
REVISION OESCRIPTlON DTHU! M'PIIOVAI.
· _AP_:P~::::;:OVE~,~~,,,.f:::_.·fd. ~/j'.j' ()~,.,. ,gn~ _ ____jb-30-9'&/
ASSIS~T Pl .IINNING DIRECTOR
DATE INITIAL
aTY APPROVAL
-OWN BY: --PROvECT NO.
CHKD BY: ---CT 90-30 RVWD BY:
DAlE
DRAWING NO.
334-3L
C.M.W.D. JOB NO. 93-505
-
-
-
-
-
-
-
-
-
•
PART 3 • EXEC!J:IION
3_ 1 SITE PREPARATION AND WEED ABATEMENT:
L !l. MESA BLU~PRINT
. 1
. 2
GRUB AND CLEAN PLANTING AREA, REMOVING DEBRIS AND ROCK
AND ERADICATING WEEDS_
WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO
COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK.
WEED ABATEMENT
-1
.2
_3
.4
UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS,
ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED
FROM THE PLANTING AREA, APPLY 200 POUNDS OF COMMERCIAL
FERTILIZER 21-0-0 PER ACRE_
WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE
DAYS AND UNTIL WEED SEEDS HAVE GERMINATED_ CEASE
WATERING FOR THREE (3) DAYS AND SPRAY NON-SELECTIVE
HERBICIDE ·'ROUNDUP., TO ERADICATE THE GERMINATED WEEDS.
TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS.
HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF
CALIFORNIA.
RAKE AND HAUL OFF ALL DEAD WEEDS TO 1n INCH BELOW THE
SURFACE OF THE SOIL_
IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY
DAY 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
KILL
SOIL CONDITIONING, FERTILIZING AND ROTOTILLING:
_ 1 FOR AREAS LESS STEEP THAN 2:1:
AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING
RATES OF, SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL
BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE
THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY
ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES_
AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL THE
THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND
INCORPORATION OF SOIL CONDITIONERS/AMENDMENTS SHALL BE
ACCEPTABLE TO THE ARCHITECT_
SOIL CONDITIONER
SOIL SULPHUR
IRON SULFATE
GYPSUM
S CU. YD. PER 1,000 SQ_ FT_
10 LBS. PER 1,000 SQ_ FT_
20 LBS. PER 1,000 SQ. FT.
250 LBS PER 1,000 SQ. FT.
RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY_ SOIL
TEST MAY REDUCE OR INCREASE QUANTITIES_
B FERTILIZER (COMMERCIAL): 1-10"10 SHALL BE APPLIED AT
THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND
SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE_
FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION.
C _ SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000
SQUARE FEET_ APPLY SARVON IN AREAS AS RECOMMENDED
BY SOIL TEST_ FOR BIDDING PURPOSES, ASSUME ALL
LANDSCAPE AREAS SHALL BE COVERED.
. 2 FOR AREAS 2:1 AND STEEPER:
_3
AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND
FINISHE;;D GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING
MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS.
NO SCARIFYING OR ROTOTILLING SHALL BE REQUIRED_
B.
GYPSUM
SOIL SULPHUR
IRON SULFATE
250 LBS. PER 1.000 SQ FT.
10 LBS. PER 1,000 SQ. FT.
20 LBS. PER 1,000 SQ_ FT_
RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY_ SOIL
TEST MAY REDUCE OR INCREASE QUANTITIES.
SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1.000
SQUARE FEET. APPLY SARVON IN AREAS AS RECOMMENDED
BY SOIL TEST. FOR BIDDING PURPOSES, ASSUME ALL
LANDSCAPE AREAS SHALL BE COVERED_
DEEP WATER LEACH_ING·
A.
B
AFTER COMPLETE INSTALLATION AND TESTING OF THE
IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING,
ALL AREAS SHALL BE DEEP WATER LEACHED AND
COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF
IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM
OF SIX INCHES OF WATER.
AFTER GRADING AND LEACHING OPERATION, FOUR SOIL
SAMPLES SHALL BE TAKEN BY ARCHITECT AND SUBMITTED TO
SOIL LABORATORY FOR TESTING_ SOIL TEST SHALL MEET THE
FOLLOWING REQUIREMENTS:
ECE -MAXIMUM 3.0 X 10.3
PH " MAXIMUM 7.5
A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING
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 WATER LEACHING SHALL BE DONE PRIOR TO THE
APPLICATION OF THE COMMERCIAL FERTILIZER 1-10-10.
E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS
BEEN GIVEN BY THE ARCHITECT IN WRITING.
F _ CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF
WATER DOES NOT CAUSE EROSION OR SLUFFING OF SOILS
G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED
TRENCHES GENERATED BY THE DEEP WATERING SHALL BE
FILLED WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH
GRADE.
FINISH GRADING:
_ 1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S
DRAWINGS.
, 2 Fl.NISH GRADES SHALL BE MEASURED AS THE FINAL WATER-
COMPACTED AND SETTLED SURFACE GRADES AND SHALL BE WITHIN
PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE
LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. UNLESS
OTHERWISE NOTEJ. FINISH GRADE SHALL BE 2" BELOW ADJACENT
FINISH PAVING SURFACES IN GROUNDCOVER AREAS AND 1" BELOW
IN LAWN AREAS.
-3 FINISH GRADES SHALL BE MEASURED AT THE TOP SURFACE OF
SURFACE MATERIALS.
. 4 MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT
ALL CHANGES IN SLOPE,
-5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING
SURFACES RESULTING FROM TILLAGE, ROTOTILLING. AND ALL
OTHER OPERATIONS, SHALL BE LEVELED AND F-l.OATED OUT
BEFORE PLANTING OPERATIONS ARE INITIATED.
• 6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT
AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND
OTHER UNDERGROUND UTILITIES DURING GRADING AND
CONDITIONING OPERATIONS.
. 7 FINAL FINISH GRADES SHAI.I. INSURE POSITIVE DRAINAGE OF THE
SITE WITH ALL SURFACE DRAINAGE AWAY FROM WALLS. AND
TOWARD ROADWAYS. DRAINS, AND CATCH BASINS.
. 8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE
PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN.
, 9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO
(2) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM
ALL BUILDINGS.
PLANTING:
_ 1 THE LAYOUT OF L.OCATIONS FOR Pl.ANTS AND OUTLINES OF
GROUNDCOVER TO BE PLANTED SHALL RE APPROVED ON THE SITE
BY THE ARCHITECT, PRIOR TO THEIR PLANTING
ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE
INTERFERENCE WITH EXISTING UNDERGROUND PIPING, PRIOR TO
EXCAVATION OF HOLES_ IF UNDERGROUND CONSTRUCTION OR
UTILITY LINES ARE ENCOUNTERED IN THE EXCAVATION OF PLANTING
AREAS. OTHER LOCATIONS FOR THE PLANTING MAY BE SELECH:0
BY THE ARCHITECT_ DAMAGE TO EXISTING UTILITIES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
A, ALL EXCAVATEO HOLES SHALL HAVE VERTICAL SIDES WITH
ROUGHENED SURFACES ANO SHALL BE OF THE MINIMUM SIZES
INDICATED ON DRAWINGS. HOLES SHALL BE, IN ALL CASES,
LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT
INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS.
B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STAKING OF
ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO
BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS,
PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND
UPON WHICH SOIL IS TO BE TEMPORARILY STAKED PENDING
ITS RE-USE FOR THE FILLING OF HOLES. PITS, AND BEDS_
C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL
BE SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT_
D. PLANTS IN CAN CONTAINERS SHALL HAVE THE CANS OPENED
BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN
WITH NURSERY CAN OPENERS. TIN SNIPS, OR OTHER
APPROVED INSTRUMENTS FOR THIS PURPOSE_ ALL USED
CANS SHALL BE REMOVED TO THE STORAGE AREµ OR FROM
THE SITE DAIL V_
E _ THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS
WITH THE HE:RETOFORE SPECIFIED CONDITIONER AND SOIL
PLANTING BACKFILL_ NO PLANT EXCEPT GROUNDCOVER
SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER
HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF
SPRINKLER HEADS.
F _ THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON
UNDISTURBED GRADE, SO THAT THE CROWNS OF THE ROOT
CALLS ARE 1'° ABOVE SURROUNDING FINISH GRADE_ AFTER
SETTING THE PLANTS, THE REMAINING BACKFILL MATERIAL
SHALL BE CAREFULLY TAMPED AND SETTLED AROUND EACH
ROOT BALL TO FILL ALL VOIDS.
G_ EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF
THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN
POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED
FROM AROUND EACH ROOT BALL.
H _ PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING
HOLE, LOCATED AS PER MANUFACTURER'S SPECIFICATIONS,
AT THE FOLLOWING RATES:
(1 )-5
(1 )·21
(3)-21
(5)a21
GRAM TABLET
GRAM TABLET
GRAM TABLETS
GRAM TABLETS
PER LINER AND FLAT SIZE PLANT
PER 1-GALLON CONTAINER.
PER 5-GALLON CONTAINER.
Pl::R 15-GALLON CONTAINE:R.
L NO Pl.ANT WILL BE ACCEPTE:O IF THE ROOT BALL IS BROKEN
OF1 CRACKED. EITHER BEFORE, DURING OR AFTER THE
PROCESS OF INSTALLATION.
j -
K.
L.
M,
N.
ALL PLANTS SHALL BE THOROUGHLY WATERED IN TO THE
FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER
PLANTING_
ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH
TWO LODGE POLE STAKES, DRIVEN INTO THI:: GROUND ON THE
SIDES OF THE TREE PERPENDICULAR TO THE PREVAILING
WINDS_ THE STAKES SHALL BE DRIVEN IN PLUMB AND
SECURE_ SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING
IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR
ROOT BALL. TREE TIES SHALL BE FASTENED TO EACH TREE
AND STAKE BY LOOPING FIGURE S'S WITH THE INSIDE
DIAMETER OF THF. TIE AT 2 OR 3 TIMES THE DIAMETER OF THE
TREE AND BY TACKING THE BACK OF THE TIE TO THE STAKE.
(SEE DETAILED DRAWINGS,)
THE STAKING SHALL BE ACCOMPLISHED IN SUCH A MANNER
AS TO INSURE THE PROPER AND HEALTHY GROWTH AND
SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY
AFFECT HIS GUARANTEE OF THE TREES AND SHRUBS.
PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL
TREES AND SHRUBS WHEN NECESSARY TO PROVIDE THE
SPECIFIED OR APPROVED STANDARD SHAPES. FORM AND/OR
SIZES CHARACTERISTIC TO EACH PLANT_ PRUNING MAY
INCLUDE THINNING, TOPPING, AND/OR CUTTING AND SHALL BE
UNDER THE DIRECTION OF THE ARCHITECT. CUTS OVER 3/4
INCH IN DIAMETER SHAI.L BE PAINTED WITH APPROVED TREE
SEALANT.
3,7
3
.4
PLANTING GROUNDCOVERS:
A_ GROUNDCOVERS SHALL BE PLANTED IN THE AREAS
INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS
SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL
REMAIN IN THOSE. FLATS UNTIL TRANSPLANTING.
B_ ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL
AROUND ROOTS IN STAGGERED ROWS. EVENLY SPACED AT
THE INTERVALS CALLED OUT ON THE DRAWINGS.
C. HIE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFI-
CIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING
TABLET SHALL BE PLACED IN EACH PLANTING HOLE, AS PER
MANUFACTURER•s SPECIFICATIONS, AND SHALL BE IMMEDI-
ATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA
IS SOAKED TO THE FULL DEPTH OF ALL THE HOLES_
D. THE GROUNDCOVER PLANTING AREA SHALL BE HAND-
SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH
FINAL FINISH GRADE.
E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN
PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED_
HYDRO-SEED!!'/_(,, SflRUBS, TREES AND GFlQUNDCOVERS:
A_ HYDRO-SEED SHALL BE APPLIED IN THE AREAS INDICATED ON
THE DRAWINGS ANO AS CALLED FOR PER MIX _
B HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED
FOR THE APPLICATION OF FERTILIZER, SEED. AND SLURRY OF
PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER
HYDROSEEDER" TYPE AS APPROVED BY THE ARCHITECT_
THIS EQUIPMENT SHALL HAVE A BUILT-IN AGITATION SYSTEM
WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE,
SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY CONTAINING
1,200 POUNDS OF MULCH AND SEED_ THE SLURRY
DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT
STOPPAGE AND SHALL PROVIDE f.VEN DISTRIBUTION OF HIE
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
C. APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE,
THE EQUIPMENT OPERATOR SHALL SPRAY THE SOIL WITH A
UNIFORM VISIBLE COAT OF SLURRY_ THE SLURRY SHALL BE
APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, SO
AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD
UPON EACH OTHER, UNTIL A COMPLETE. EVEN COVERAGE
COAT IS ACHIEVED.
D. HYDRO.SEEDED AREAS SHALL BE KEPT MOIST AT ALL TIMES
20 • 24 DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF
THE PLANTS IS SUFFICIENTLY WELL-ESTABLISHED AS PER
ARCHITECT'S APPROVAL.
E -HYDRO-SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT
TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO-
SEEDING IS COMPLETED BY PLACING WARNING SIGNS ANO
TEMPORARY TWINE AND FLAGGING AROUND THE AREAS_
F -RE-HYDRO-SEEDING OF BARE AREAS SHALL BE DONE THIRTY
(30) DAYS AFTER INITIAL APPLICATION
HERBICIDE APPLICATION:
PRE-F.MERGENT HERBICIDE SHALL BE APPLIED TO G,10UNDCOVER AREAS
ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO
NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE
NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION_
CLEAN UP:
AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN
A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY AFTER
C0~1PLET!ON OF PROJECT. CONTRACTOR SHALL REMOVE ALL DEBRIS AND
CONTAINERS USED IN ACCOMPLISHING WORK_ CONTRACTOR SHALL
SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS
ADJACENT TO PLANTINGS.
0-1rrrsw PLANTING SPECIFICATIONS
APPROVED FOR PL.A.NTING
AND IRRIGATION ONLY,
INCLCDING PRECISE
LOCATIO~ OF PLANTING
AREAS.
"AS BUil T"
RCE ___ EXP.
REVIEWED BY:
INSPECTOR
DATE
DATE
:?f ~~·("" ,1JJ_~/_ .. 1/, -tc .,}' ✓1----1-------------je----------------+---1-------t---+------t ~ CITY OF CARLSBAD fSHfffi"]3 ~ . L~ PLANNING DEPARTMENT ~ 5 21 // 0 ~ " :====----======-=========:'....::====::
r A
--
= I LANDSCAPE IMPROVEMENT PLANS FOR:
... ,\ {"
5J.:2,a~ ,._ ~ 1------1------+-----------+--t----+---r---t PLANNING AR EA 30 W~□ate " /") AVJAF A PHASE 11 ~rll / / -
--~-~" -APPRQ}!l;P,,..a __ .,/ I'/"" . 0 /~7. f~ Lnndsrape Architecture • Planning
La Jolla Centre II
9255 Towne Centre Drive, Suite 340 DATE INITIAL
San Diego, CA 92121-3002 .:NGINEER Of WORK
619 550-1575 • bx 550-1580 91-035
DATE INlllAL
REVISION DESCRIPTION OlHER APPROVAi.
ASSI::; l ANT !)(.ANNING DIREO'l OR
-
DATE INlllAL
QTY APPROVAL
DWN BY: _ -PRO..ECT NO.
CHKD BY: --CT 90-30 RVWll BY:
'
DRAWING NO.
334-3L
C.M.W.D JOB NO, 93-505
A
C
A -.,-(:~;, '
1-. I\, [n,._/cv:-,-. j , IU a __,_,__, .
(.--
;n11: ~;a)~\~ Q--·-._ -tm--=-"--_c ---,F-H,-----,~--,---~=~c;--:-:-,,;~acc-.~"ca,-~~:---:----:..c....fc--:_ ~,,;,,_M-'-'-tx.--"_ -
r111 : -_--1/1 ~""--PD:::iW-<1-L ~-a,CP-qjN
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-1 I I -.........__
----......._ ":i..Ol'i=S 1'1/ Fr. 2.>< ~-----'----'--"-----'-'-'------
P-car e:i & l I
SHRUB PLANTING ON SLOPE
N.T.S.
PLANTING DISTANCE SCHEDULE
FEET ON CENTER RQW DISTANCE SET 6AGK
'A' :.a: :..c..:
8" 7" 7"
1'-0" 10.5" 11 "
1 •n6II 1 'n4 It 1-0"
2'-0" 1'-9" "1 '-6"
3'-0" 2"-6" 2'-6"
6'-0" 5'-2'' 51-6''
8'-0" 6'-11" 7'-6"
10'-0" 8'"8" 9' -6"
12'-0" 10'-5" 11'-6"
20'-0" 17' ... 4" 19'-6"
PLANTING GRID
• • • • • • -~ • • • • • • • • • • • • • • • • • • • • • -~ • • • • • • • • • • • • • • • • • • • • • -~ 0
GROUNDCOVER PLANTING
N.T.S.
'J1".l:E_ "97:+i:5
" ~0---1 F"dOE \' OP p.x:,r~
~
,..--::.· I . / l I I ' I ' --V, ,-~ -
\.
TL.J CJ ;S....1 pp C:.:f Sf! .. /'..../=',
0TH l':f-6 kJ i--l ti-'~ l'-l t;::..Q-=:':'EJ,.R7 -
TO SLJfPC:Pf n.L.E:1=')
B TREE PLANTING & STAKING
N.T.S ON SLOPE
PLANT LEGEND
SYMBOL BOTANICAL NAME COMMON NAME SIZE COMMENTS DET. NO.
TREES
EUC. NIC. EUCALYPTUS NICHOLi I NICHOL'S WILLOW-LEAFED 15 GAL. MIN, HT B', MIN, SP, 3'
PEPPERMINT
QUE. AGR QUERCUS AGRIFOLIA COAST LIVE OAK 15 GAL. MIN. HT B', MIN. SP. 3'
SHRUBS
HET. ARB. HETEROMELES ARBUTIFOLIA TOYO\J BERRY 5 GAL, FULL, BUSHY, GOOD COLOR
RHU. INT RHUS INTEGRIFOLIA LEMONADE BERRY 5 GAL FULL, BUSHY, GOOD COLOR
GROUND (;_Q_~E.B
DELOSPERMA ALBA 40% WHITE TRAILING ICE PLANT
GAZANIA SPLENDENS 60% m 'SUNRISE YELLOW' YELLOW CLUMPING GAZANIA
ARCTOSTAPHYLOS HOOKERY MONTEREY MANZANITA
ll l I 11 HYOROSEED MIX #1
P222 HYDROSEED MIX +2
OEL0SPERMA ALBA 40% WHITE TRAILING ICE PLANT
GAZANIA SPLENDENS 60% § 'SUNRISE YELLOW' YELLOW CLUMPING GAZANIA
HYDROSEED MIX #1
BOTANICAL NAME
Alyssum 'Carpet of Snow'
Alyssum 'Royal Carpet'
Lasthenia Chrysotoma
Phacelia Campanularia
RATE: LBS/ACRE
4
4
0.5
0.5
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
HYDROSEED MIX #2
Adenostoma faciculatum
Artemisia californica
Baccharis pil spp consabguinea
Elymus condensatus
Encelia californica
Eriogonium fasciculatum
Gnaphaliim californicum
Haplopappus venetus
Helianthemum scoparium
Lasthenia chrysostoma
Lotus scoparius
Lupinus succlentus
Mimulus puniceus
Nemophila menziesi
Plantago insularis
Salvia mellifera
Stipa pulchra
Xylococcus bi-color
Chamise
Coastal Sagebrush
Chaparral Broom
Giant Wildrye
California Encelia
California Buckwheat
California Everlasting
Golden bush
Sun Rose
Goldfields
Deerweed
Arroyo Lupine
Red Monkey Flower·
Baby Blue Eyes
NCN
Black Sage
Purple Needle Grass
Mission Manzanita
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
4
2
2
1
1.5
6
2
1.5
1
2
8
3
2
3
40
2
2
4
A.PPRO\!EJ)
FLATS PLANT@ 12" O.C
FLATS PLANT@ 12" O.C.
1 GAL PLANT@ 12' 0 C
SEE THIS SHEET FOR MIX
SEE THIS SHEET FOR MIX
FLATS PLANT@ 12" O.C.
FLATS PLANT@ 12" O.C.
FOR PLi\NTING
AN[) II~RIGi\TION ONLY,
IN(;LUDI:-JG PRECISE RCE
LOC:ATI 0:\1 OF PLANTING REVIEWED BY:
PLANTING LEGEND & DETAILS i\REAS.
INSPECTOR
"AS
EXP.
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B
A
A
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C
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DATE
DATE ~'3itt·,",=>
C CTr] CITY OF CARLSBAD ~ !) PLANNING DEPARTMENT 3
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La1H_bcape /\td1ikdurc • Planning
La Jolla Centre II
LANDSCAPE IMPROVEMENT PLANS FOR
PLANNING AREA 30
,..., AVIARA PHASE 11
APPR0\/8/Y' , f. ltj.--A ,, tf.-5tJ-~ / /4 A
AS~NT Pl,ANNING DIR~TOR DATE
-
92SS Towne Centre Drivc-1 Sui le 340 t·· OWN BY: _ DATE INITIAL -PROJECT NO. DRAWING NO. DATE INlllAI. OATE INlllAI. CHKD BY: REVISION DESCRIPTION CT 90-30 334-JL .:NGINEER Of' WORK RVWD BY: S,111 Diego, CA <J2Ul-3002 0'
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OlllER APPROVAL CITY APPROVAL
C.M.W.D. JOB NO. 93-505