HomeMy WebLinkAboutDWG 322-2L; CT 90-15; AVIARA PLANNING AREA 24; 01-24-
_.,·:-.,
PLANS·' FOR THE
IRRIGATION AND PLANTING OF: A VIARA-CT 90 15
GENERAL NOTES;
1. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK
CONSULTANT (619) 438-1151:'i EXTENSION #4112, 72
HOURS (THREE WORKING DAYS), PRIOR TO STARTING
CONSTRUCTION.
2. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO
VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING
LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL
BE MADE WITH THE APPROPRIATE WATER DISTRICT.
3. ALL REDUCED PRESSURE BACKFLOW PREVENTERS
SHALL SE TESTED AFTER INSTALLATION, RELOCATION, OR
REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL
438-0218 FOR A LIST OF CITY APPROVED CERTlf'IED
TESTERS. DEVELOPER/OWNER IS RESPONSIBLE FOR
SUPPL YING A COPY OF THE TEST RESULTS TO THE CITY
DEPARTMENT OF UTILITIES AND MAINTENANCE, 405 OAK
STREET.
4. CONSTRUCTION SCHEDULE:
A. PRIOR TO ISSUANCE OF GRADING PERMITS, THE
APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN
CITY APPROVAL OF A CONSTRUCTION SCHEDULE
ANO/OR EXHIBIT OUTLINING THE TIMING OF THE
SLOPE PLANTING AND IRRIGATION.
B. SPECIAL CONSIDERATION -SHALL BE GIVEN TO
WATER AND ELECTRICAL SERVICES.
C. IRRIGATION ANO PLANTING SHALL TAKE PLACE AS
GRADING PROGRESSES.
D. THE SCHEDULE SHALL SHOW TIMING OF
CONSTRUCTION OF FREE-STANDING, RETAINING AND
CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING
AT EACH LOCATION IS ACHIEVED.
5. IRRIGATION:
A. INSTALLATION OF IRRIGATION AS SHOWN ON THE
APPROVED PLANS SHALL COMMENCE WITHIN 10
DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING
PLANS.
6. PLANTING:
A. PLANTING AND IRRIGATION FOR THE AREAS
DESCRIBED ABOVE UNDER A.1-2 SHALL BE
COMPLETELY INSTALLED, AS SHOWN ON THE
APPROVED PLANS, WITHIN 30 DAYS AFTER THE
IRRIGATION INSTALLATION FIRST COMMENCES.
7. SLOPE PLANTING STANDARDS AND APPLICATION:
A. JUTE MATTING ON SLOPES SHALL BE REQUIRED
WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND
APRIL 15.
B. SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT AND
ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE
A MINIMUM STANDARD #1 (COVER CROP A.NJ)_
JUTED).
C. SLOPES 4 FEET TO 8 FEET IN VERTICAL HEIGHT
REQUIRE STANDARDS #1 (COVER CROP/JUTE MESH),
#2 (GROUND· COVER) AND #3 (LOW SHRUBS).
D. SLOPES IN EXCESS OF 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 AND THE COUNTY
OF SAN DIEGO HEAL TH DEPARTMENT 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 APPROVAL RELATED TO
LANDS PING.
DATE:_:.../-/ M~~k~ie~ J •
UNITS 1 2 3 & 4
6
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OCEANSIDE 10:::-\..---::.-----ir---lil'IG,~·~~ _..:.~----
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AVIARA A-l/.ES II -· 1 ~~-1
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Foulth Avenue Co,po,ate c......-
1561 Fourth Avenue/Suite 200 __ San Diego, CA 92101·
(619) 239-2450/fl\X 239·0107
LandsCap8 Ardlilec:ture • Planning . +90-019
SHEET INDEX
TITLE SHEET
IRRIGATION PLANS
IRRIGATION SPECIFICATIONS---
IRRIGATION LEGEND & NOTES )
IRRIGATION DETAILS
PLANTING PLANS
PLANTING SPECIFICATIONS
PLANTING LEGEND
s
lf~l61A 11~ P~'-1
SHEET NO.
1
2 t, tA 41
?', 8-9
10
11 -1,_~3~,..--v---.....,
14 11,l1A • IS
1~ - 2
21
... ___ f'L_At--t1lt-4~ Ahl _____ _
+
~,,,,,.,-IRRIGATION SHEET NO.
~-PLANTING SHEET NO.
GENERAL NOTES CONT .
E. l!oMPORARY/SPECIAL CONDITIONS: AREAtl GRADED
FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER
CROP) WHEN THEY HAVE ONE OR MORE OF THE
FOLLOWING CONDITIONS:
1 )
2)
SHEET GRADED PADS NOT SCHEDULED FOR
IMPROVEMENTS WITHIN 6 MONTHS OF
COMPLETION OF ROUGH GRADING.
A POTENTIAL EROSION PROBLEM AS
DETERMINED BY THE CITY.
3) IDENTIFIED BY THE CITY AS H1GltLY VISIBLE
AREAS TO THE PUBLIC OR HAVE SPECIAL
CONDITIONS THAT WARRANT IMMEDIATE
TREATMENT,
F. AREAS TO BE HYDROSEEDED SHAU.. FIRST BE
DISKED OR ROTOTILLED TO PROVIDE A FRIABLE,
LOOSE SEED BED •
8. SLOPE IRRIGATION STANDARDS
A. WATER SERVICE (POINT OF CONN'ECTION)
INSTALLATION, TEMPORARY 01R PERMANENT, SHALL
BE IN PLACE TO COINCIDE WITH PLANTING TIMING
SPECIFIED IN SECTION E.3-1.
9. LETTER OF CERTIFICATION (iNSTALLATION):
A. THE LICENSED DESIGNER OF RECORD FOR ALL THE
PROJECTS REQUIRING LANDSCAPE PLANS SHALL
SUBMIT A LETTER TO THE CITY STATING THAT THE
PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS.
10. AS-BUILTS:
A. PRIOR TO RELEASE OF aoNDS, AS-BUil T
LANDSCAPE PLANS FOR THE BONDED WORK SHALL
BE SUBMITTED TO AND APPROVED BY THE CITY.
B. AS-BUILT PLANS SHALL BE DRAFTED CLEARLY TO
THE SATISFACTION OF THE CITY, AND THE ORIGINAL
MYLARS SHALL BE SUBMITTED TO THE CITY FOR
THEIR KEEPING.
z
I '
' '
APPROVED FOR PLANTING
.i\ND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF' PLA.NTING
.L\REAS.
....:....-.....,;""-'-'''I ,
II ·ID· -S
ijI/9:L
OATE
ASS
RCE __ _ EXP.----DATE
REVIEWED SY:
INSPECTOR
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 24 -
VI~RA PHASE II_
I--..-PA"TE::,-.+:-:IN,:;:ITl,-:-AL,..+----------------+-L-A-TE-1--1-Ni-1',AL-· --J._D_A_TE __ -, fl-1-TI_AL-J ·Dl',IJ BY; ---
REVISION DESSRIPTION o:i<D BY: -
PROJECT NO.
-.c:r:._gQ-.15. EHCINfl:R Of" WOR~ O'h-it?c AP~~ CHY N'PRO\'I\L R\IWD BY;
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1.-A M!.SA RLUEl"l'IINT
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
S),.H Plt=Gro CLXINT,
RECLAIMED WATER NOTES.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL
WATER DISTRICT'S "CARLSBAD RECLAMATION RULES & REGULATIONS FOR
CONSTRUCTION OF RECLAIMED WATER MAINS" DATED JUNE, 1991.
' .. ALL PUBLIC FACILITIES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS,
ETC., SHALL BE PROTECTED FROM SPRAY BY RECLAIMED WATER. .
NO PONDING, RUN-OFF OR OVER-SPRAY IS PERMITTED.
HOSE BIBS ARE STRICTLY PROHIBITED.
ON-SITE CROSS-CONNECTIONS BETWEEN RECLAIMED WATER LINES AND
POTABLE WATER LINES IS STRICTLY PROHIBITED.
NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED WITHOUT PRIOR"
APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT.
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 10:00 P.M.
AND 6:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE
AT A DIFFERENT TIME WITH QUALIFIED SUPERVISORY PERSONNEL ON SITE).
PROVIDE A MINIMUM OF AT LEAST 18 INCHES OF COVER OVER ALL WIRING ANO
PIPING. ' '.''
PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED
WATER WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPLICATION,
THROUGH IRRIGATION OR 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 ON ALL
SIDEWALKS, STREET AND PRIVATE LOTS.
QUICK COUPLING VALVES SHALL HAVE A SPECIAL COUPLE KEY PER
CARLSBAD MUNICIPAL WATER DISTRICT'S "RULES AND REGULATIONS".
METERS SHALL BE SIZED BY THE CITY OF CARLSBAD MUNICIPAL WATER
DISTRICT.
ALL IRRIGATION PIPE SHALL BE STENCILED, COLOR-CODED (PURPLE) AND
LAID WITH WARNING TAPE PER THE CITY OF CARLSBAD MUNICIPAL WATER
DISTRICT'S RULES AND REGULATIONS.
ALL POTABLE WATER ANO RECLAIMED WATER PIPING SHALL BE INSTALLED
WITH THE STENCILING ORIENTED TOWARD THE TOP OF THE TRENCH.
WHEN A POTABLE WATER LINE AND RECLAIMED WATER LINE CROSS
, THE RECLAIMED LINE SHALL BE INSTALLED WITHIN A PROTECTIVE
SLEEVE. THE SLEEVE $HALL EXTEND 10'FEET FROM EACH SIDE, FROM THE
CENTER LINE OF POTABLE LINE, FOR A TOTAL OF 20 FEET.
A 10 FOOT HORIZONTAL SEPARATION BETWEEN POTABLE WATER AND
RECLAIMED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POTABLE
LINE MUST BE INSTALLED ABOVE THE RECLAIMED LINE.
A MINIMUM OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES
MUST BE MAINTAINED AT ALL TIMES.
DEVELOPER/CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST
AND A COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER
DISTRICT ENGINEER AND/OR THE SAN DIEGO CO. DEPT. OF HEALTH SERVICES
PRIOR TO ANY USE OF RECLAIMED WATER.
QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL
CONFORM TO THE FOLLOWING:
B.
QUICK•COUPLING VALVES SHALL ,BE 1" NOMINAL SIZE NELSON #7645,
WITH BRASS CONSTRUCTION AND A NORMAL WORKING PRESSURE OF
150 P.S.I. OR RAINBIRD 1144 NP.
IN ORDER TO PREVENT UNAUTHORIZED USE, THE VALVE SHALL BE
OPERA TEO ONLY WITH A SPECIAL COUPLER KEY WITH AN ACME THREAD
FOR OPENING AND CLOSING THE VALVE.
C." .. .THE .. COVER SHALL .. BE PERMANENTLY ATTACHED TO THE QUICK-
COUPLING VALVE. IT SHALL BE PURPLE RUBBER OR VINYL.
D. LOCKING COVERS e.BE REQUIRED.
AN ANNUAL CROSS CONNECTION INSPECTION SHALL BE DONE EITHER BY
CARLSBAD MUNICIPAL WATER DISTRICT OR SAN DIEGO COUNTY DEPT. OF
HEALTH SERVICES. COPIES OF INSPECTION REPORTS WILL BE FORWARDED
TO THE NON-INSPECTING PARTY.
DEVELOPER SHALL SUBMIT TO THE CARLSBAD MUNICIPAL WATER DISTRICT A
SIGNAGE PLAN SHOWING THE LOCATION OF RECLAIMED WATER "DO NOT
DRINK" SIGNS.
IN,CASE OF EMERGENCY CONTACT HILLMAN PROPERTIES (619) 931-1190.
(AFTER HOURS CONTACT TONY GERMAN AT (619) 969-3290.
A SIGNAGE PLAN INDICATING USE OF RECLAIMED WATER SHALL BE
SUBMITTED TO THE COUNTY OF SAN DIEGO. DEPARTMENT OF HEALTH
SERVICES, FOR APPROVAL PRIOR TO THE INSTALLATION.
SHOW ALL POTABLE WATER LINES ON THE PLANS.
AN ON-SITE 'USER/SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS
INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING ~STEM WITHIN THE
PROPERTY, WITH THE BASIC CONCEPTS OF BACKFLO ROSS CONNECTION
PROTECTION AND THE SPECIFIC REQUIREMENTS OF RECLAIMED WATER
SYSTEM. COPIES OF THE DESIGNATION WITH CONTACT PHONE NUMBERS
SHALL BE PROVIDED TO THE SAN DIEGO COUNTY DEPARTMENT OF HEALTH
SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT.
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 AND THE COUNTY
OF SAN DIEGO HEAL TH DEPARTMENT 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 SEEN PREPARED IN SUBSTANTIAL
CONFORMANCE WlTH THE APPROVED LANDSCAPE CONCEPT
PLAN, WATER CONSERVATION PLAN, FIRE PROTECTION PLAN,
AND A CONDIT! N OF APPROVAL RELATED TO
LAND A ING.
DAlE· l k?/4 e... J •
Fourth A¥enue COrpora1e C.nt•t
1551 Fourtl'I Avenue/Suite 200
San Piego, CA 9~101
(619) 239-24~0/FI\X 239-0107
l..and5rapeArchlec:lureO Plamirl! # <W-0 M
RECLAIMED WATER SYSTEM (PRIVATE)
PLANS FOR THE
SHEET INDEX
TITLE SHEET
IRRIGATION PLANS
IRRIGATION SPECIFICATIONS
IRRIGATION LEGEND & NOTES A VIARA-CT 90 15
"
UNITS 1 2 3 & 4
SIGNAGE NOTES
THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE
PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE
THEY ARE EASILY VISIBLE, PLACE ON 8 1/2" x 11" SIZED SIGN. COLOR: PURPLE
BACKGROUND WITH BLACK LETTERING. -
GUIDELINES FOR
RECLAIMED WATER USE
1. IRRIGATE BETWEEN THE HOURS OF 10:00 P.M. AND 6:00A.M. ONLY. WATERING
OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED
SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT
, UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE.
2. IRRIGATE IN A MANNER THATWn..L MINIMIZE RUN-OFF, POOLING AND PONDING.
THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE
,$.QIL. TIMERS MUST BE ADJUSTED SQ AS TO BE COMPATIBLE WITH THE
LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE
FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL
CLOCKS, I.E., EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL
IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL
ABSORPTION.
3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER
THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE
PATIOS, PRIVATE LOTS, STREETS AND SIDEWALKS.
4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL
f'AILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC.,
SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT.
5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE
PRESENCE OF RECLAIMED WATER AND THE FACT THAT IT IS NOT APPROVED
FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES
IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE
DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE
CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH ANO EVERY ONE
OF YOUR EMPLOYFES.
6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS
TO ANY PRIVATE ONSITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED
TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN
ACCORDANCE WITH DISTRICT STANDARDS.
7. ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED
WITH 3" X 4" IDENTIFICATION TAGS.
A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4", PURPLE IN COLOR
WITH THE WORDS "WARNING RECLAIMED WATER • DO NOT DRINK"
IMPRINTED ON ONE SIDE, AND "AVISO • AGUA IMPURA • NO TOMAR" ON
THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN
COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES
OR APPROVED EQUAL
B. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS;
1. ATTACH TO VALVE STEM DIRECTLY QR WITH PLASTIC TIE-WRAP QB
+
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fCi f.tfTllJ,.. LJ,.NE
AV'l<.Rt... l"l~l ~ A.>,)J ec,.J,J...,...,,....,._
" ' ~ . ftD•
".VICINITY MAP
LOCATION OF SIGNAGE
LEGEND
•••••••••••••••••••••••• EXISTING POTABLE WATER SYSTEM --
.. ......................... , .... H ..... ..,, EXISTING RECLAIMED WATER SYSTEM (PUBLIC)
113
114
, , 5"
116
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP
QB
3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. --------PROPOSED RECLAIMED WATER SYSTEM (PRIVATE) +
8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECLAIMED WATER
SPRINKLER HEADS.
AREA OF RECLAIMED WATER USE~~!>~
. 9. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE
IDENTIFIED WITH A SIGN BEARING THE WORDS "RECLAIMED WATER USED fOR
IRRIGATION" IN ENGLISH AND SPANISH. WITH BLACK LETTERS 1 INCH HIGH ON
A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE
READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT.
WARNINGJ:I CLAJMED_WA TER
't>O_NOT DBINk .
LOCATION OF CONNECTION POINT/$ -METER &
BACKFLOW PREV.
0-SHEET NO.
1 '
709
. UNE 'A'
T N T ILS
I !el&i.A Tl4-1
S.JBDIVISION 0· ~....,.-.1,___ BOUNDAAY
. --~-,
-.D. LINE
I
75
---. ............ .
84
36 3
-.... -------
+
83
74
ROAD
PROJECT KEY MAP
N.T.S.
~/$7?2..
z 81
3
r. VI ENGINEERING PLANCHECKER DATE
APPROVED FOR PLANTIN
.4.ND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF' PLA.NTING
AREAS.
66
80
58 59
79
+
65
60
LACE
27
24
+
2
18
17
16
26
REVIEWED BY:
INSPECTOR
SHEET NO.
• • •• •
2
3-7
8-9
10
11 -13 z. -·
,._.
14
13 I ,.
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12 5 m
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s-/4,£,-
DAlE
DATE
•
.8EC AIMED __ WATER ... r. .., :z-1· ~-pe::,1N ""I"' lb CITY OF CARI.SBAD SHEETS
AViSO -·AGIJA-IMPURA. . . . . " ·No~:roMAR
, .... )
12. "i< e,<2,•
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'51)Ci<-Ol'-I VIH'(L Si~.
/'V,O -0.6 ~i.M
TYPICAL SIGNS
L/3
CARL'sBAD MUNICIPAL WATER DISTRICTl---+--+------------+---l---1---J---I Art r-~.,
l'tNHNQ DEPAR'IMENT Z4
PRIVATE (ONSITE) RECLAIMED WATER
_SYSTEM FOR:., /a.VIARA CT 90-15
·er.A N .GAREA 24
CMWD Q 1-,5-0?
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297.4 :293. 1
., ... . .. _,/ .,. ·/
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,IRRIGAUQN .AINLINE Ftm AU
RESIDENTIAL LOTS
SHALL BE :t:,.SCHEDULE 40 PVe'
WATER METER SHALL BE_r
SIZE
BACKFLOW PREVENTER ANB
~SSURE REGULATOR SHALL
s~.r.s1:zE WI PRESSURE
RE~ULAT"Of'I SET @ 65 PSI
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PARROW PLACE
MATCH LINE -
SEE SHEET~-·· .(!i);f--,-;·· ~.,...,." -+-----
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Fourth A~l'IW Cori:,orate Center
1551 F0ut1:h Avenue/Suite 200
San Diego. C.&.92101
(619) 239·2460/FAX 239-0107
Laldscape-..., • ~ ~-o/S
Key Map
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SCALE: 1"=40'
BENCHMARK
DESCRIPTION:
LOCATION:
RECORDS FROM:
ELEVATION:
OC-0179 DISC SET IN WEST END OF SOUTH
HEADWALL OF 24" R.C.P.
0.4 MILE EAST OF INTERSECTION
OF LA-COSTA AVE. AND SAXONY ROAD
COUNTY OF SAN DIEGO, DEPT. OF PUBLIC
WORKS: REPORT SV0106-01, 10/15/85
13.87 DATUM: M. S. L.
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SHEET 9
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11551 Fourth "venue/Suite 200
San Diego, C/1192101
1619) 239·2450/FAX 239-0107
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SIZE
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155, F.ounh Avenue/.Sulte 200
San Diego, QA 9210,
(619) 239·2450/FAX 239-0107
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IRRIGATION
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PLAN
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S'~faf //2f'. ,./... .~ND IRRIGATION ONLY, ~ ISS1
-
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A /4?..~ £.,pL-I LOC·ATION OF PLii.NTING REVIE\./ED BY, .
L. 1-3/4 c,.c. 5-2.6·95 . ' ~/Wt: 2-I : i~REAS. •-. . .
ENGINEERIN·G PlANCHECKER DATE INSPECTOR DATE
11·1<'.._ ' , ... ~5 I c:::..:,iJ).J ,z. ,z.,i I Y'\ ~ CITY OF CARLSBAD s~1s .
F>t.Al'IRING·· DEPARTMENT
LANDSCAPE IMPROVEMENTS FOR: ~
PLANNING AREA 24 . : 3
// :~ VIARA PHASE 4 . -.
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RESIDENTIAL LOTS
SHALL BE 1'.'...SCHEDULE 40., PVC
WATER METER SHALL BE_J_'.'.
SIZE
BACKFLOW PREVSNTER AND .
PRESSURE REGULATOR SHALL
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REGULATOR SET @ 65 PSI
FWrth Avenue CorporatA C,r,:ter
1551 f=:ciurth Avenue/Sulte200
San Diego, Cl\ 92101
(619) 239·2450/FA~ 239-0107
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DESCRIPTION,
LOCATION•
RECORDS F"ROM,
ELEVATION,
OC-0 179 DISC SE:T IN \IES.T END OF SOUTH HEADWALL OF" 24' R.C.P.
0,4 MILE EAST OF" INTERSECTION OF" LA COSTA AVE. AND SAXONY ROAD . .
COUNTY OF" SAN DIEGO, DEPT. OF" PUBLIC , WORKS• REPORT SVO 106-0 1, 10/ 15/85
13. 87 DATUM, M. S, L.
o· IO' ------Gl¥PIIJC sc,,u:' I '"40 •
Key Map
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1RRIGATION PLAN ,------"-------:---.---------------,.
APPRO\T' FOR PLANTING
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ECISE
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ENGINEERING PLANCHECKER DATE
REVISION DESCRlf'TION
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~4.REAS.
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DTl£R 'APPRDV.t.L CITV ,APPl!OVAL
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REVlE\JED BY:
INSPECTOI< DATE
ITY OF CARLSBAD SHEFTS
:Z4 1PlANNIN& DEPARTMENT
VEMENTS FOR:
EA24
H
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NO SCALE
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HOSE CLAMP LOOPED AAOUND
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NO SCALE "' "' ..
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L11ndsc;11pe Architcct~1re • Pl-'·1it\ing
La Jolla Centre l[
9255'Towne Centre Drive, Suite 340
S•" Diogo, CA 92121-3002
619 550-1575 • fax 550-1580 '
90-019
~~-
CONTRACTOR SHALl REFER TO PLANNING
AREA 24 OFF -SITE GRADING/H.A~TAT
ENHANCEMENT PLAN FOR AEVEGETATION
_MATRIX, HYDROSEED MIXES, INSTALLATION
SPECI.FICATIONS,"ESTABLISHMENT CRITERIA
, AND NOTES.
.
NOTE:
CONTRACTOR SHALL LOCATE MAINLINE OUTSIDE OF
R.O.W. -REFER TO DETAIL 'L'.
GRAD-7R.dwg 05/11/92 JN 10562. 00 10562,COR [310,3] 1=40 REV l-2fo-"JS, f?eV (..-tt:l·"l4
DESCRIPTION,
LOCATION•
RECORDS FROM•
• ELEVATION•
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OC-0179 DISC SET IN WEST END □f SOUTH HEADWALL OF 24' R,C,P,
0.4 MILE EAST OF INTERSECTION OF LA COSTA AVE. AND SAXONY ROAD
COUNTY OF SAN DIEGO, DEPT. □r PUBLIC
WORKS, REPORT SVOI06-01,10/1S/8S
13,87 DATUM• M. S. L.
• •
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Elo!GINEER 01' , WORK
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REVISION DESCRIPTION
c ,.
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LOCATION OF PLANTING
AREAS.
REVIE~D/ ~y, /
L_,;~
INSPECTOR
5·2..5-:J5
DATE
DAlE INITIAl
OTHER Al'PRIIV AL
SHEETS ~ CITY OF CARLSBAD
=t-r..----1 ~ PLANNING DEPARTMENT 24
DATE INITIAL
OlY APPROVAL
--------LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 24
APPR
ASSISTANTP
DWN BY: __ _
CHKD BY: __ _
RV'wD BY•
!ARA P. ASE II
ROJECT NO.
Cf40-15
DRAWING NO.
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1551 Fourth Avenue/Suite 100
San Diego, CA 92101
' (619) 239·2450/FAA 239-0107
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· SliALl, B.E l"~HEDULE ff PVC
WAtEFI flft!TER SHA.LL BE...1: SIZE ' '
Pf.JASE Ir
40' 0, 40' 80' 120' -------GRAPHIC SCALE• 1'=40'
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·•SHEET.
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HAS BUILT" ,U ~ SW&fS
ti IS-S1 • EXP 5/31/"11 DATE
REVIEYED BY•
L.~ 5-Z6•95"
INSPECTOR DATE
SHEETS I SH7EET I CITY OF CARLSBAD t-----t--+----------------+---+----+---1---~ PLANNING. DEPARTMENT 2+ t-----t--+----------------+---1----+---t---~
LANDSCAPE IMPROVEMENTS FOR: .
PLANNING AREA 24
.A VIARA PHASE II
CMWD 91-502
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LA ~1:s ... BLUEPf:'m,IT
SECTION 02441
IRRIGATION SYSTEM
PART 1 -GENERAL
1 .1 GENERAL CONDITIONS:
THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1, ARE AN ADDED PART OF THIS
SECTION AND THE CONTRACT FOR THIS WORK SHALL APPLY TO THIS SECTION AS FULLY AS IF
REPEATED HEREIN.
1.2 SCOPE:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT
NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED.
OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERMITS REQUIRED BY GOVERNING
AUTHORITIES ALL ON SITE, RECLAIMED WATER PIPING SHALl. BE INSTAl LED IN ACCORDANCE WITH
THE UNIFORM PLUMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, AUi.ES, AND
REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE
MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE, AND SCHEDULE OR CLASS INDICATING
THE PRESSURE RATING. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS
FULLY AS IF REPEATED HEREIN,
PERMITS AND LICENSES
UNLESS OTHERWISE STATED, SECURE THE REOUIREO LICi;:NSES AND PERMITS INCLUDING
PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AND
VERIFY PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING THE WORK OF THIS
SECTION WATER METERS AND POWER METERS WILL BE THE RESPONSIBILITY OF THE OWNER
AND /OR HIS REPRESENTATIVE FOR INSTALLATION AND PERMIT FEES.
1,2.1
, 1
2
1.2.1.2
1 .3
.1
.2
RELATED WORK:
LANDSCAPING SECTION 02480
COMPLIANCE TO CITY OF CARLSBAD RECLAIMED WATER STANDARDS
OUAI IJY AS$1 JRANCE
QI IALIFIGAIIQNS OF INSTAL I ERS
PROVIDE AT LEAST ONE PERSON WHO SHALL BE PRESENT AT ALL TIMES DURING
EXECUTION OF THIS PORTION OF THE WORK AND WHO SHALL BE THOROUGHLY
FAMILIAR WITH THE TYPE OF MATERIALS BEING INSTALLED, THE MATERIAL
MANUFACTURE'S RECOMMENDED METHODS OF INSTALLATION, THE CITY OF
CARLSBAD RECLAIMED WATER STANDARDS AND WHO SHALL DIRECT ALL WORK
PERFORMED UNDER TI--11!:/_Sf;CTION.
CODES AND STANDARDS
IN ADDITION TO COMPLYING WITH ALL PERTINENT CODES AND REGULATIONS
COMPLY WITH THE LATEST RULES OF THE NATIONAL ELECTRICAL CODE AND
ELECTRICAL SAFETY ORDERS OF THE STATE OF CALIFORNIA, DIVISIONS OF
INDUSTRIAL SAFETY, FOR AI.L ELECTRICAL WORK AND MATERIALS. REFER TO THE
LATEST EDITION OF THE GREEN BOOK STANDARD SPEcCIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION WHERE APPLICABLE. THE CITY OF CARLSBAD
RECLAIMED WATER STANDARDS, LATEST EDITIONS AND RULES AND REGULATION
FOR RECLAIMED WATER SERVICE IN THE CITY OF CARLSBAD, LATEST EDITIONS
ARE INCORPORATED UNTO THESE SPECIFICATIONS BY REFERENCE WHERE
RECLAIMED WATER IS PROPOSED
SUBMITTALS:
. 1 SUBMIT COMPLETE MATERIAL UST PRIOR TO PERFORMING ANY WORK. SUBMIT CATALOG
DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSE
SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING
MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLESS
MATERIAL HAS BEEN PREVIOUSLY APPROVED
.2 SUBMIT MATERIAL LIST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH
ITEM)
ITfM
1 '
2.
3,
DESCRIPTION
PRESSURE MAINLINE
LAWN HEAD
ETC.
MANI JFACTTJRER MODEL NO
BROWNLINE SCH. 40
RAINBIRD 1806-12F
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(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS ON
THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED.
5 THE CONTRACTOR IS RESPONSIBLE FOR PERFORMANCE OF SUBSTITUTED ITEMS. IF
SUBSTITUTION PROVES TO BE UNSATISFACTORY, REPLACE IT WITH ORIGINALLY SPECIFIED ITEM,
AT NO COST TO THE OWNER/DEVELOPMENT.
1.4 GUARANTEE:
.1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWING
DEFECTS IN MATERIALS OR WORKMANSHIP WILL Bio REPAIRED OR REPLACED AT NO COST TO THE
OWNER/DEVELOPMENT FOR A PERIOD OF ONE YEARS FROM THE DATE OF ACCEPTANCE BY THE
OWNER/DEVELOPMENT.
2 THE GUARANTEE FORM SHALL BE RE-TYPED ONTO THE CONTRACTOR'S
LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION:
A. GUARANTEE FOR IRRIGATION SYSTEM -(PROJECT NAME) WE HEREBY
GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNISHED AND INSTALLED FOR (PROJECT
NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEN
COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, ORDINARY WEAR AND
TEAR AND UNUSUAL ABUSE, OR NEGLECT EXCEPTED. WE AGREE TO REPAIR OR REPLACE ANY
DEFECTS IN MATERIAL OR WORKMANSHIP WHICH MAY DEVELOP DURING THE PERIOD OF 1 YEAR
FROM DATE OF ACCEPTANCE AND ALSO TO REPAIR OR REPLACE ANY DAMAGE RESULTING FROM
THE REPAIRING OR REPLACING OF SUCH DEFECTS AT NO ADDITIONAL COST TO THE
OWNER/DEVELOPMENT WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A
REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS OF
WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS
WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THE
OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVE SAID
REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE ANO WE WILL PAY THE COSTS AND
CHARGES THEREFORE UPON DEMAND.
B. PROJECT: (PROJECT NAME)
C. LOCATION: (LEGAL DESCRIPTION OF PROJECT PROPERTY)
SIGNED ___________ TITLE:
ADDRESS ________ _
TELEPHONE:
DATE AND
SIGNATURE. _____________ _
Fourth Avenue Corporate Center
1551 fourth A'veriue/Sui1e 200
San Diego, CA 92101
(619) 239-2450/FAX 239-0107
lar'ldscape Afchitccture • Planning :ttc;-o-617
1.5
1.5.1
.1
.2
.3
1 .6
,1
. 2
1 6 1
2
.3
,4
5
1.6 2
.1
.2
1.6.3
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1.6.4
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2
1 .6 5
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1 .6.6
.1
1 .7
1 .7. 1
,1
2
.3
OBSERVATION:
INSPECTION SCHEQIH E
IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS
REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE
PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE
ARCHITECT OR LANDSCAPE COORDINATOR THE CONTRACTOR IS RESPONSIBLE
FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR IN
ADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED:
A. PRE•JOB CONFERENCE -7 CALENDAR DAYS
B. LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING-32 HOURS
C. PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS
D. CONFORMANCE TO REGULATIONS FOR RECLAIMED WATER•32 HOURS
E. LATERAL TRENCH DEPTH CHECK -32 HOURS
F. COVERAGE TEST-32 HOURS
G. FINAL INSPECTION -48 HOURS
H NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING OF
WORK.
I. NOTIFY THE CITY OF CARLSBAD 24 HOURS IN ADVANCE OF BEGINNING
CONSTRUCTION.
WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE
ARCHITECT OR THE LANDSCAPlo COORDINATOR, SHOW EVIDENCE OF WHEN AND BY
WHOM THESE INSPECTIONS WERE MADE.
NO INSPECTION WILL COMMENCE WITHOUT AS-BUil T DRAWINGS. IN THE EVENT THE
CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUil T DRAWINGS, WITHOUT
COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE
SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINATOR AT
THE RATE OF $95.00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THE
INCONVENIENCE. NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS
CHARGE HAS BEEN PAID.
TESTING:
GENERAL
FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING
REQUIREMENT
CORRECT ALI_ DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER .
JESJS
MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE OF
THE OWNER/DEVELOPMENT AIR PRESSURE CHECK ALL LINES THAT COULD
WEAKEN OR DAMAGE ANY MAJOR STRUCTURES OR HARDSCAPES, IF WATER WERE
USED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED. TESTED, AND
APPROVED.
FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT
TEST ALL PRESSURc MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.I.
FOR A PERIOD OF TWO HOURS.
ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF REMOTE
CONTROL VALVES, QUICK COUPLERS, OR OTHER VALVE ASSEMBLIES.
ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER A HYDROSTATIC
PRESSURE OF 150 P.S.I. AND PROVED WATERTIGHT, PRIOR TO THE PAVING
OPERATION.
AD,IIJSJiNG SYSTEM
THE CONTRACTOR SHALL FLUSH ANO ADJUST ALL IRRIGATION HEADS AND VALVES
FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS
ROADWAYS, BUILDINGS, WALLS ANO OTHER STRUCTURES AS MUCH AS POSSIBLE .
IF IT IS DETERMINED THAT ADJUS1MENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE
CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL
SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE
ADJUSTMENT MADE, PRIOR TO PLANTING
ADJUST REMOTE CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST
REMOTE SPRINKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY
SPRINKLER MANUFACTURER.
COVERAGE TEST
WHEN THE IRRIGATION SYSTEM IS COMPLETED, PERFORM A COVERAGE TEST IN THE
PRESENCE OF THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR, TO
DETERMINE IF THE WATER COVERAGE FOR PLANTING AREAS IS COMPLETE ANO
ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO
CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS
OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTAI_LED AS INDICATED ON THE
DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE OR INAPPROPRIATE WITHOUT
BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE
COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVER
IS PLANTED.
COMMUNICATION CABLE
CHECK ALL CABLE TO VERIFY CONTINUITY TO THE SATISFACTION OF THE OWNER
AND OBTAIN WRITTEN APPROVAL FROM SPRINKLER CONTROL MANUFACTURER
THAT ALL CABLES ARE OPERATIVE.
VERIFY ALL CABLES SERVING MONITORING DEVICES TO BE FREE FROM DEFECTS
AND OBTAIN WRITTEN APPROVAL FROM MANUFACTURER AND OWNERS
REPRESENTATIVE.
FINAL ACCEPTANCE
WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED, INCLUDING
TESTING ADJUSTMENTS, ADDITIONS OR DELETIONS, THE CONTRACTOR WILL NOTIFY
THE OWNER FOR FINAL INSPECTION AND APPROVAL. FINAL ACCEPTANCE BY THE
OWNER DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY OF
WARRANTY.
MINOR ADJUSTMENTS
MINOR ADJUSTMENTS (LEVELLING AND CLEANING SPRINKLER HEADS, VALVE
BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THlo
O'NNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD.
RECORD DRAWINGS:
RECORD DRAWINGS
RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE
WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWINGS
INCLUDING THOSE INVOLVING BOTH CONSTANT-PRESSURE AND INTERMITTENT -
PRESSURE LINES AND APPURTENANCES.
ALL CONCEPTUAL OR MAJOR DESIGN CHANGES, INCLUDING ANY CHANGES THAT
MAY BE AFFECTED BY THE REQUIREMENTS OF THESE STANDARD SPECIFICATIONS
SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE
CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT IN
TERMINATION OF SERVICE
RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE
IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM
THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND
NON-PRESSURE LINE.
4
5
.6
.7
.8
9
1.7.2
.1
.2
_3
A
.5
.6
1.7.3.
.1
.2
174
18
1.8.1
1
2
UPON COMPLETION OF EACH INCREMENT OF WORK TRANSFER ALL SUCH
INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND
DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARE
APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPIA
MYLAR DRAWINGS SUPPLIED AT COST BY THE LANDSCAPE ARCHITECT.
DIMENSION FROM TWO PERMANENT POINTS OF REFERENCE (BUILDINGS
MONUMENTS, SIDEWALKS, CURBS, PAVEMENT). POST INFORMATION ON AS-BUILT
DRAWINGS DAY TO DAY AS THE WORK IS INSTALLED. ALL DIMENSIONS NOTED ON
DRAWINGS SHALL BE 1/4 INCH IS SIZE
UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATION
AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS FACILITIES
AND ITEMS TO BE LOCATED ANO VERIFIED ON THE RECORD DRAWINGS. SHOW
DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING:
A. POINT OF CONNECTION
B. ROlJTING OF IRRIGATION PRESSURE MAINLINES (DIMENSION MAXIMUM 1 O
FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES.)
C. GATE VALVES
D. IRRIGATION CONTROL VALVES
E. QUICK COUPLER VALVES
F ROUTING OF CONTROL WIRES
G. AUTOMATIC CONTROLLERS
H. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITF.CT)
MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARE
SUBJECT TO INSPECTION AT ANYTIME
MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALLPOINT PEN). USE
ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHALL
BE RECORDED IN A LEGIBLE AND PROFESSIONAL MANNER. RECORD
CONSTRUCTION DRAWINGS SHALL BE MAINTAINED AT THE JOB-SITE DURING
CONSTRUCTION
THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUil T SEPIA MYLAR TO
OWNER UPON COMPI.ETION OF CONSTRUCTION
CONTROi I ER CHART
AS-BUILT DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR
LANDSCAPE COORDINATOR BEFORE CHARTS ARE PREPARED
PROVIDE ONE CONTROLLER CHART OF THE MAXIMUM SIZE CONTROLLER DOOR WILL
ALLOW, FOR EACH CONTROLLER SUPPLIED, SHOWING THE AREA COVERED BY
THAT AUTOMATIC CONTROLLER.
THE CHART SHALL BE A REDUCTION OF THE ACTUAL AS-BUILT SYSTEM DRAWING. IF
THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING 1$ REDUCED,
ENLARGE ITTO A SIZE THAT WILL BE READABLE WHEN REDUCED.
CHART SHALL BE BLACKLINE PRINT AND A DIFFERENT PASTEL TRANSPARENT
COLOR USED TO SHOW AREA OF COVERAGE FOR EACH STATION.
WHEN COMPLETED AND APPROVED, HERMETICALLY SEAL THE CHART BETWEEN
TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK.
CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF
THE IRRIGATION SYSTEM.
OPERATION AND MAINTENANCE MANUALS
PREPARE AND DELIVER TO THE OWNER WITHIN 10 CALENDAR DAYS PRIOR TO
COMPLETION OF CONSTRUCTION, ALL REQUIRED AND NECESSARY DESCRIPTIVE
MATERIAL IN COMPLETE DETAIL AND SUFFICIENT OUANTITY, PROPERLY PREPARED
IN FOUR (4) INDIVIDUAL BOUND COPIES. DESCRIBE THE MATERIAL INSTALLED IN
SUFFICIENT Of.TAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO
UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS
LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM
INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING:
A. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER.
B. DURATION OF GUARANTEE PERIOD
C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES QC MANUFACTURER'S
LOCAL REPRESENTATIVE.
D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR
EQUIPMENT.
IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANCE
PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEN
EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE
CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED .
CHECK I ISJ
COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT USING THE
FORMAT SHOWN '
A
B. c.
D.
E.
F.
G.
H.
PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE)
MATERIALS APPROVAL
PRESSURE MAINLINE TEST (BY WHOM AND DATE)
AS-BUILT DRAWINGS COMPLETED (RECEIVED BY ANO DATE)
CONTROLLER CHART COMPLETED (RECEIVED BY AND DATE)
MATERIALS FURNISHED (RECEIVED BY AND DATE)
OPERATION AND MAINTENANCE MANUALS FURNISHED (RECiolVloD BY AND
DATE)
SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND
DATE) -
I. MANUFACTURER WARRANTEES (RECEIVED 8Y AND DATE)
J_ WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE)
FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT OR
LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT
GENERAi REOIJIREMENTS·
CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND
REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY
REQUIREMENTS OF THE DRAWINGS ANO SPECIFICATIONS, NOT CONFLICTING
THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN UNLESS
WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE AGENCY. '
APPROV[D
-~ £c~-¥s,' 1---.?<=~:,_____.,e-~~""""'""'· -""""'--_ _:__ _7:-./ ...12.U
[NGINE[RING PLANCHECK[R DAT[
OA 1E INlll,l,I_
ENGINEER Of WORK REVISION DESCRIPTION
1.8.2
1 .8.3
1.8.4
1.8.5
1.8 6
1.8.7
1.8,8
1.8.9
1.8.10
1.8.11
1 .8.12
1.8.13
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA
DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES
CAUSED BY HIS OPERATIONS
CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON
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 CAREFULLY CHECK AND VERIFY ALL DIMENSIONS
PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE
DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL
INSTALLATIONS.
ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH
OTHER, ANO FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE
INSTALLED DIRECTLY OVER ONE ANOTHER.
DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF
DISSIMILAR METAL MATERIALS.
POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS
CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES.
ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. '
PERMISSION TO SHUT OFF ANY EXISTING IN-USE WATER LINES MUST BE OBTAINED 48
HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT THE
CONTRAClOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT
AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF. '
CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS.
MAINTENANCE. THE ENTIRE IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC
OPERATION FOR A PERIOD OF 7 DAYS PRIOR TO ANY PLANTING.
THE WORK SHALL BE ACCEPTED IN WRITiNG WHEN THE ENTIRE SCOPE OF WORK
HAS BEEN COMPLETED SATISFACTORILY TO THE OWNER. JUDGING THE WORK NO
ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS ANO SPECIFICATIONS WILL
BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER.
WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS OR IN THE
SPECIFICATION S AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH
WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL. -
THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL
AUTHORITY ALL ITEMS OF THE PROJECT.
SERVICE BY THE QQNTRAGTQR:
THE CONTRACTOR SHALL SERVICE THE SYSTEM AT THE OWNER'S REQUEST
DURING THE GUARANTEE PERIOD ANO SHALL BE PAID FOR WORK PERFORMED
WHICH IS NOT COVERED BY THE GUARANTEE. IF REQUESTED BY THE OWNER THE
CONTRACTOR SHALL FURNISH THE OWNER W!TH A SCHEDULE OF SERVICE FEE FOR
ADDITIONAL WORK REQUESTED OUTSIDE OF THE GUARANTEE
THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER
MANAGEMENT COMPANY APPROVED BY THE IRRIGATION DESIGNER TO PROVIDE
SUPPORT SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: EXCESS FLOW
SENSING AND PRESSURE SENSING.
HOOK UP ALL EXCESS FLOW SENSING, PRESSURE SENSING SYSTEMS AND ALL
SATELLITE CONTROLLER TO COMMUNICATION CABLE. CALIBRATE SENSORS FOR
EXCESS FLOW, PRESSURE SENSING SYSTEM AND SATELLITE CONTROLLER .
INSPECT AND TEST SATELLITE CONTROLLERS COMMUNICATION CABLE GROUND
FAULT AND ABILITY TO CARRY COMMUNICATION TO EQUIPMENT ON LINE. '
TECHNICAL SUPPORT ON THE JOB SITE AS REQUESTED BY CONTRACTOR FOR
SATELLITE CONTROLLERS, PRESSURE SENSING AND EXCESS FLOW SENSING
SYSTEMS AND COMPUTER INTERFACE EQUIPMENT.
TRAINING IN OPERATION OF ALI EQUIPMENT
FIVE YEAR LIMITED FIELD SERVICE WARRANTY FOR SATELLITE CONTROLLERS
AGAINST ORIGINAL DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SHALL
~~R~~c°E~IDED IN WRITING. AVAILABLE THROUGH P.T.S. (PACIFIC TECHNICAL
PART 2 -PRODUCTS
2.1
2, 1 . 1
.1
.2
MATERIALS:
PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE
NOTED
PQI XY!NYL CHLORIDE PIPE POTABLE-
(1J PVC PLASTIC PRESSURE LINES: FOR PIJ?l(.lG UPSTREAM OF REMOTE CONTROL
VALVES AND QUICK COUPLERS. ALL-1~1-INCHES AND SMALLER SHALL BE
TYPE 1, GRADE 2, (IMPACT MODIFIED), DESIGNED AS PVC 1220, 5ui--l-40 (SOR 13 5)
CONFORMING TO COMMERCIAL STANDARDS CS256-63 ,¼+ 2,•~ ./4~ "
5tfN..I.-bE.cl-~/75. '
(2) PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL
VALVES, TYPE 1, GRADE 2, (IMPACT MODIFIED) AS DESIGNATED AS PVC 1220 CLASS
200, (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256-63 '
EDI YYINYI CHLORIDE PIPE(" ALERTLINE"l FOR NON-POTABLE WATER
(1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL
VALVES AND QUICK COUPLERS. ALL FOUR (4) INCHES AND SMALLER SHALL BE
"ALERTLINE" VIOLET COLORED PVC MEETING ASTM-1784 TYPE I GRADE P\/C-1120
CELL CLASS 1254B PIPE, ASTM 2241 FOR SOR CLASS PIPE, ASTM 2672 FOR
ALERTl.lNE" MEETS ALL TOXICOLOGICAL, CHEMICAL, TA.STE, AND ODOR
REQUIREMENTS OF NSF STANDARD NUMBER 14.
DAlE
INSPECTOR DAlE
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 24
0 :A VIARA PHASE II
DATE
D...,_ BY: __ _
OAlE INITI"'-OAlE INITIAL CHKD BY: __ _
PROJECT NO.
C.T90-/.S
DRAWING NO.
322 2L OlHER APPROV,l,I_ CITY APPROV-',L RVWO BY:
CMWD 91-502
•
.3
2.1.2
. 1
,2
2.1.3
.1
2.1.4
.1
2.1.5
.1
2
3
2.1.6
.1
2.1. 7
,1
2, 1 ,8
.1
2.1.9
.1
2.1. 10
.1
2
.3
. 4
2 1.11
.1
.2
2.1.12
.1
2.1.13
. 1
(2) PLASTIC NON-PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL
VALVES SHALL BE "ALERTLINE" VIOLET COLORED, TYPE 1, GRADE 2, (IMPACT
MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SDR21), CONFORMING TO
COMMERCIAL STANDARDS CS256-63
TYPE I, GRADE I PVC PIPE
OUTSIDE DIAMETER OF PIPE SHALL BE THE SAME AS IRON PIPE
PIPE SHALL BE MARKED ON TWO SIDES OF THE PIPE AT 24" INTERVALS WITH
"CAUTION RECLAIMED WATER"
SCHEDULE 40 PIPE SHALL NOT BE THREADED.
SOLVENT SHALL BE AS SUPPLIED BY "ALERTLINE" PIPE MANUFACTURER.
PIPE SHALL BE AS MANUFACTUR~O BY BROWNLINE, INC. 1043 E. 4TH
STREET, SANTA ANA, CA. 92701
BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85¾ RED BRASS.
FITTINGS AND CONNECTIONS·
POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1,
SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN
COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD
TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS
MACHINE THREADED FITTINGS AND PLASTIC SADDLE ANO FLANGE FITTINGS ARE NOT
ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING
INFORMATION: 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.
BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 65¾ RED
BRASS FITTlNGS AND CONNECTIONS.
COPPER PIPE AND FITTINGS
WHERE INDICATED ON THE DRAWINGS, COPPER PIPE SHALL BE TYPE "K" SWEAT
SOLDERED PIPE.
Rl$fRS·
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 F.OUAL. SCHtOULE 80 FITTINGS.
FITTINGS·
FITTINGS. IN GENERAL. FOR ALL INSTALLATIONS SHALL BE CONSIDERED
INCIDENTAL TO THE CONTRACT PRICE AND SHALL BE THE CONTRACTOR"S
RESPONSIBILITY TO PROVIDE ALL OF REQUIRED FITTINGS TO COMPLETE THE
CONTRACT.
ALL PVC FITTINGS FOR PIPE FOUR (4) INCHES AND SMALLER SHALL BE SCHEDULE
40
ALL TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA,
LASCO TEE OR EOUAL.
AUTOMATIC CONTROL WIRE·
ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL
VALVES SHALL BE NO. 12 SOLID. SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH
INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL.
COLOR CODE WIRES TO EACH VALVE. COMMON WIRE SHALL BE WHITE N0.10 SOLID,
SINGLE CONDUCTOR WIRE. 4/64 INCH INSULATION. 41&4 INCH NEOPRENE JACKET.
STYLE BR (DIRECT BURIAL) OR EQUAL.
COMMl/NICATION CABI E·
COMPUTER COMMUNICATION CABLE FROM THE CENTRAL COMPUTER TO THE FIELD
SATELLITE CONTROL UNITS SHALL BE AS SHOWN ON PLANS. ALL COMPUTER
CABLE SHALL BE INSTALLED IN PVC ELECTRICAL CONDUIT.
MONITORING DEVICES
ALL MONITORING DEVICES SUCH AS FLOW AND PRESSURE MEASUREMENTS, SHALL
BE AS SHOWN ON DRAWINGS.
120 VOLT WIRE JO CONTROLl EB
120 VOLT WIRE SHALL WIRE SHALL BE PER LOCAL CODE AS TYPE, SIZE AND
QUALITY INSTALL U.L. APPROVED CONDUIT A MINIMUM OF 24" BELOW GRADE FROM
THE POWER METER TO CONTROL UNITS OR OTHER REQUIRED SERVICES. ALL
SPLICES TO BE IN APPROVED PULL BOXES. ALL WIRES TO BE TWHN COPPER OR
OTHER DESIGNATION AS REQUIRED BY CODE.
AUTOMATIC CONTROLLER:
AUTOMATIC CONTROLLER: FULLY AUTOMATIC IN OPERATION AND CAPABLE OF
OPERATING THE NUMBER OF STATIONS OF REMOTE CONTROL VALVES AS NOTED.
CONTROLLER MOUNTING: PEDESTAL MOUNTED AS NOTED, WITH A SEPARATE
STAINLESS STEEL ENCLOSURE AND LOCKING, HINGED COVER.
AUTOMATIC CONTROLLERS SHALL BE OF THE TYPE AND MANUFACTURERS SHOWN
ON THE DRAWINGS OR APPROVED EQUAL AND INSTALLED PER MANUFACTURES
RECOMMENDATIONS AND DETAIL DRAWINGS
ALL CONTROLLERS SHALL BE GROUNDED BY COPPER CLAP GROUNDING ROD AND
GENERAL ELECTRIC LIGHTNING ARRESTOR # 9L 15DCB002 ($0 OHMS RESISTANCE
REQUIRED)
REMOTE CONTROL VALVES ELECTRICAL
THE ELECTRIC REMOTE CONTROL VALVES(PRESSURE REGULATING) SHALL BE OF
THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR APPROVED
EQUAL, AND INSTALLED PER DETAILED DRAWINGS AND MANUFACTURER'S
RECOMMENDATION.
VALVES SHALL BE INSTALLED A MINIMUM OF 6" FROM ALL FIXED OBJECTS AND 12"
APART.
MASTER VALVE
SHALL BE OF THE STYLE AND MANUFACTURES SHOWN ON THE DRAWINGS, OR
APPROVED EQUAL, ANO INSTALLED PER DETAILS DRAWINGS AND
MANUFACTURER'S RECOMMENDATIONS.
VAi YE BOX
ALL VALVES INCLUDING PRESSURE REGULATING VALVES, MASTER VALVES •
REMOTE CONTROL VALVES, BALL VALVES, AND QUICK COUPLER VALVES SHALL
BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS. ALL SHALL BE
MARKED "PRV","MV","RCV","BV" OR "OF" RESPECTIVELY WITH STATION NUMBERS
FOR CONTROL VALVES EMBOSSED ON THE VALVE COVER WITH A BRASS TAG ON
THE COVER STATING "RECLAIMED WATER" IN ENGLISH AND SPANISH (RCV BOXES
SHALL HAVE LOCKING COVERS) OTHER BOXES SUCH AS PULL BOXES, ETC. SHALL
BE MARK ACCORDINGLY.
~ ~NUS &,
,,.~::. ~( J tj'\. UT S/JJ/lh:, '-t(" . -. •-r , \ Fo1,1~th Avenue Corporate Center
• 1551 FourthAvenue/S~i1e200
, San Diego, CA 92101
-jl ,\ ~J'1~U'l!_ _,/ *If(\ t.. -~ (619) 239-2450/FAX 239-0107
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"Uf f: ~~,,.. ,jj:_'70-0/'J
LA ME.5°" BLUl:f>A:INl
2.1.14
2 .1.15
. 1
.2
.3
2.1.16
2 1.17
2.1.18
2.1, 19
2.1.20
. 1
2
.3
.4
SPRINKLER HEAD·
SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED
EQUAL ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES
OR A CHECK VALVE UNDER EACH HEAD. SPRINKLER HEADS SHALL HAVE A
FACTORY COLORED "PURPLE RECLAIMED WATER" DESIGNATION AS APART OF THE
SPRINKLER OR IF NOT AVAILABLE BE PAINTED PURPLE AS DIRECTED BY THE CITY
OF CARLSBAD.
OIIICK COUPLER VALVES INON-POJABLE)·
QUICK COUPLING VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE
DRAWINGS OR APPROVED EQUAL EACH QUICK COUPLER SHALL HAVE A MOLDED
VINYL LOCKING COVER WITH ACME THREADS FOR RECLAIMED WATER SERVICE.
UPON COMPLETION OF THE CONTRACT AND PRIOR TO FINAL ACCEPTANCE. SUPPLY
THE OWNER WITH QUICK COUPLER KEYS AND HOSE ELLS OF THE QUANTITY CALLED
FOR IN IRRIGATION SECTION 2. 1 .21 . THE KEYS AND HOSES ELLS SHALL BE OF THE
SAME MANUFACTURER AS THE COUPLING VALVE
SHALL BE 1" SIZE AS MANUFACTURED BY NEi.SON SPRINKLERS CO
BALL VALVES·
2· AND SMALLER BALL VALVES SHALL MEET ASTM STANDARDS WITH SEALS WHICH
ARE SELF ADJUSTING TO COMPENSATE WEAR. BALL VALVES SHALL HAVE
MOLDED MICRO-FINISHED BALL WITH LOW TORQUE REQUIREMENTS TO OPERATE
UNIT MANUALLY. BALL VALVE SHALL HAVE A PATENTED FEATURE -"PRELOADED"
STFM SEAL AND IMPACT RESISTANT HANDLE
2-1/2"" TO 4" BALL VALVES SHALL HAVE DOUBLE UNION WITH ONE END BLOCKED
WHICH PREVENTS BALL FROM BEING BLOWN OUT UNDER PRESSURE. BALL SEATS
ARE TEFLON TO INSURE EASE OF OPERATION. END CONNECTOR CARRIER AND
STEM O'RINGS ARE MADE OF VITON
BACKFLOW PREVENTER: UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS
APPROVED BY ARCHITECT.
CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS.
BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 112" OR LARGER.
CONTRACTOR SHALL PROVIDE TO THE OWNER:
THREE (3) CONTROL VALVE KEYS .
FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD,
ONE (1) 48" TEE WRENCHES FOR OPERATING BALL VALVES
FIVE (5 EA) QUICK COUPLER KEYS AND FIVE (5 EA.) HOSE BIBB ASSEMBLIES
(POTABLE & NON-POTABLE).
5 FIVE (5) KEYS FOR OPENING ANO LOCKING EACH AUTOMATIC CONTROLLER.
PAfJT 3 -EXEClJTIOlj
3.1 GENERAL REQUIREMENTS:
3 1.1 LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND
SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET
EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND
STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE
INSTALLATIONS.
3.1.2 INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS. AND AS NECESSARY
TO CARRY OUT T}JE INTENT OF THE DRAWINGS AND SPECIFICATIONS.
3.1.3 LOCATE LINES. VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE
APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES.
3.1 4 REFER TO THE CITY OF CARLSBAD STANDARDS FOR RECLAIMED PIPE
INSTALLATION. ALL CITY OR CARLSBAD STANDARDS TAKE PRECEDENCE OVER
PLANS AND SPECIFICATIONS FOR THE PROJECT UNLFSS NOTED AND APPROVED.
3.2 INSTALLATION OF IRRIGATION SYSTEM·
3.2 1 EXCAYAI/ON AND BACKFILi ING OF TRENCHES·
.1
2
.3
.4
5
6
.7
.8
3.2.2
.1
2
.3
.4
EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE ANO GRADE
WITH SUFFICIENT ROOM FOR PIPE FITTINGS. TESTING AND INSPECTING OPERATIONS.
00 NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A
HYDROSTATIC TEST AS SPECIFIED.
DEPTH OF TRENCH
SEE IRRIGATION LEGEND FOR DEPTHS
TRENCHING lliBOLlGH AREAS WHERE TOPSOIL HAS BEEN SPREAD·
(1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE
SIDE.
SUBSOIL SHALL BE FREE OF ALL ROCKS AND CLODS 1/2 INCH IN DIAMETER, DEBRIS,
AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL.
REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES
MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN
INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND
MATERIALS .
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.
BACKFILL MATERIAL SHALL BE AN APPROVED SOIL. FREE FROM ROCKS AND CLODS
1/2" AND LARGER
CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE.
CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL
UNDEA EXISTING AND /OR PROPOSED PAVEMENT
TRENCHES LOCATED UNDER AREAS WHERE PAVING, ASPHALTIC CONCRETE OR
CONCRETE WILL BE INSTALLED SHALL BE BACKFILLED WITH CLEAN FILL SOIL, IN A
SLEEVE AND COMPACTED IN LAYERS TO 95¾ COMPACTION, USING MANUAL OR
MECHANICAL TAMPING DEVICES. TRENCHES FOR PIPING SHALL BE COMPACTED TO
EQUAL THE COMPACTION OF THE EXISTING ADJACENT UNDISTURBED SOIL ANO
SHALL BE LEFT FLUSH WITH THE ADJOINING GRADE. THE IRRIGATION CONTRACTOR
SHALL SET IN PLACE, CAP AND PRESSURE TEST ALL PIPING UNDER PAVING PRIOR
TO PAVING WORK.
PIPING UNDER EXISTING PAVEMENT MAY BE INSTALLED BY JACKING BORING OR
HYDRAULIC DRIVING. HOWEVER, NO HYDRAULIC DRIVING WILL BE PERMITTED
UNDER ASPHALT PAVING.
PROVIDE FOR A MINIMUM COVER OF 18 INCHES BETWEEN THE TOP OF THE PIPE
AND THE BOTTOM OF THE AGGREGATE BASE FOR ALL PRESSURE AND NON
PRESSURE PIPING INSTALLED UNDER ASPHAL TIC CONCRETE PAVING.
SECURE PERMISSION FROM THE OWNER/DEVELOPMENT BEFORE CUTTING OR
BREAKING EXISTING PAVEMENT. ALL NECESSARY REPAIRS AND REPLACEMENTS
SHALL BE APPROVED BY OWNER/DEVELOPMENT, AND SHALL BE AT NO
ADDITIONAL COST TO OWNER/DEVELOPMENT.
3.2.3
.1
.2
.3
.4
.5
.6
. 7
.8
.9
.10
. 11
3.2.4
.1
.2
3.2.5
.1
.2
.3
.4
-.5
3.2.6
.1
.2
.3
32.7
.1
2
.3
.4
INSTALLATION OF POl YYINYL CHLORIDE PIPE
BECAUSE OF THE NATURE OF PLASTIC PIPE ANO FITTINGS, EXERCISE CAUTION IN
HANDLING, LOADING AND STORING, TO AVOID DAMAGE.
THE PIPE ANO FITTINGS SHALL BE STORED UNDER COVER UNTIL USED. AND SHALL
BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH
OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR
CONCENTRATED EXTERNAL LOAD AT ANY POINT.
ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH
DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING.
TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE
TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS,
AND OTHER SHARP-EDGED OBJECTS.
PIPE ENDS 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 HANDLING. ALL FIELD CUTS SHALL BE BEVELLED TO
REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER.
PIPE; SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOW FOR
EXPANSION AND CONTRACTION.
CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND
SLIPPING UNDER PRESSURE LEAVE JOINTS EXPOSED FOR INSPECTION DURING
TESTING.
NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN
COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVl;;NT
WELD Sl:TTING AND CURING.
PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MAI.E ADAPTERS. METAL
NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH
PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY
PIPE MANUFACTURER ONLY.
SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION .
IN STAL l ATION OF BRASS PIPE·
CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN
ABRASIVE WHEEL, OR HAND HACKSAW CUT NO PIPING WITH METALLIC WHEEL
CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGE$ OR BURRS SO
SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED.
CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY TIGHTEN SCREWED
JOINTS Wl"Tl-f TONGS OR WRENCHES CAULKING IS NOT PERMITTED.
REMOTE CONTROL WIRING:
DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND SPECIFIED HEREIN BEFORE.
PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH
VALVE IN SYSTEM. PROVIDE 4-FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO
PERMIT REMOVAL AND MAINTENANCE OF VALVES.
INSTALL CONTROL WIRES AT LEAST 24" BELOW FINISH GRADE AND MINIMUM OF 4·
FROM ANY PIPE OR FITTINGS EXCEPT AS TERMINAL POINTS.
INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES
WHEREVER POSSIBLE.
CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET SPLICES
AS FOLLOWS: '
(1) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION FROM EACH WIRE.
(2) CONNECTING AND SPLICING OF WIRE AT THE VALVES SHALL BE MADE USING
DURA SlcAL CRIMP SPLICES AS MANUFACTURED BY RAYCHEM CORPORATION.
CONTRACTOR SHALL REFER TO RAYCHEM INSTALLATION PROCEDURES USING
ULTRATORCH 3 HEATING TOOL NO OTHER SPLICES WILL BE ALLOWED.
COMMUNICATION CABLE·
COMMUNICATION CABLE FOR THE COMPUTER CONTROLLED SYSTEM SHALL BE
INSTALLED FROM THE FIELD CONTROL UNIT TO AREAS CALLED FOR ON THE PLANS
LEADING TO THE CENTRAL COMPUTER UNIT,
INSTALL COMMUNICATION CABLE IN APPROVED PVC ELECTRICAL CONDUIT. THE
ENDS OF THE COMMUNICATION GABLE SHALL BE SEALED WITH APPROVED WATER
TIGHT CONNECTORS AS SPECIFIED BY THE MANUFACTURER WHEN STUBBED FOR
FUTURE WORK ANY CABLE SPLICES SHALL BE PER MANUFACTURERS
RECOMMENDATIONS AND INSTALLED IN PULL BOXES.
FIELD SPLICES ARE NOT GENERALLY PERMITTED, EXCEPT WHERE "TYING IN" TO
CABLE WHICH HAS BEEN STUBBED OUT BY OTHERS. SPLICES SHALL BE MADE IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS USING PAIGE SPLICE
KIT NO. P7162D·1 OR EQUAL.
AUTOMATIC GONTBOI I ER·
AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED
CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS THE
CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE
CONTROLLER FOR OPERATION AND TESTING PURPOSES.
CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN TI-JE PEDESTAL OF THE
CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN IN SO FAR AS
POSSIBLE.
ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER
TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE
FOR INSTALLING ALL WIRING TO THE SUB-PANELS, CLOCKS. OR Ei..SEWHERE AS
REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH
SHALL BE INCLUDED.
CONTROLLER SHALL BE INSTALLED WITH VANDAL-RESISTANT ENCLOSURES AS
CALLED FOR ON THE DRAWINGS (STAINLESS STEEL AS PROVIDED BY THE
MANUFACTURER ON ADEQUATE CONCRETE FOUNDATION.
M??~?D //.¢ -. .---<L~-C-.."-------'~'-----'=""-""'-"'"""· ..__· -?', 9 '7~
[NGINEERING PLANCHECKER DATE
3.2.8
.1
.2
.3
3.2.9
.2
3.2 10
2
3.2.11
.1
3.2.12
1
3.2 13
.1
.2
3 3
VALVES·
ALL VALVES SHALL BE INSTALLED AS SHOWN IN THE DETAILS AND IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS AND AS REQUIRED BY THE CITY OF
CARLSBAD FOR IDENTIFICATION, PER RECLAIMED WATER STANDARDS, IF USED.
ALL AUTOMATIC VALVES SHALL BE SIZED AS SHOWN ON PLANS. BALL VALVES
SHALL BE LINE SIZE.
INSTALL EACH CONTROL VALVE IN A SEPARATE VALVE BOX WITH A MINIMUM OF 12·
SEPARATION BETWEEN VALVES AND 6" FROM ANY FIXED OBJECT OR STRUCTURE.
Y.AJ.YE_BO)(_;
INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE
PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL BE 6" FROM THOSE ITEMS
AND THE TOP SURFACES SHALL BE FLUSH WITH ITEMS LISTED ABOVE.
ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE, CONTROL STATION
NUMBER IF APPLICABLE ANO IDENTIFIED AS REQUIRED, PER RECLAIMED
STANDARDS
SPRINKLER HEAPS
ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN .
NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR
CONDITIONS OF THE AREA THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN
THOROUGHLY TESTED, IMMEDIATELY AFTF,R WRITTEN NOTIFICATION BY THE
ARCHITECT TO DO SO.
QUICK CQUPL.ERASSEMBLY:
INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET
ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES
FROM PAVING. WALKS HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS
DIRECTED
MLL VALVES·
INSTALL WHERE SHOWN AS DETAILED.
BACKFLOW PREVENTER·
BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS. LOCATED AND AS DIRECTED ON DRAWINGS
AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS.'
EXACT LOCATION AND POSITIONiNG SHALL BE VERIFIED ON THE SITE BY THE
ARCHITECT.
CLEAN-UP:
AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND
REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT.
CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK HE
SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE
PLANTINGS.
ENO OF SECTION
f ·1--··. )l"'Cl \']--.-'.-) '.\, , ---. ' . .:: ~ ..:. \. . ·--' -l'C) r( F1 Lid\ T ]_\ C~ "AS BUil T"
0 :N L"'l',
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
1-
11_-'P_·""'"~e----~-·~~e----/?ii\-~----"---1--c::.oi_Jf.JT ___ ~~-+---+I-Z·l_2-·_·'1-+--::;L-_-t';>--1J s~ET I CITY OF CARLSBAD
7 PLANNING DEPARTMENT ~=='---'================='..'.:l~rfl
SHEETS
24
LANDSCAPE IMPROVEMENTS FOR:
t----+-----t------------------------+----+-----t-----t-------1 PLANNING AREA 24
1 :A VIAR,;\ PHASE II
~
t----+---+---------------------+----+---+----+----11
OATE INITIAL OA TE INITIAL DA TE INlllAL
ENGINEER Of' WORI( REVISION DESCRIPTION OlHER N>PRrN& CITY APPROVAL
ASSISl'ANT PJ/ANr'JING
DWN BY: I
CHKD BY: ---,
RVWD BY: _
DIREC/O_R DATE
PROJECT NO.
CT 90-J-5 1. DRAWING NO. 322~2L
CMWD 91-502
•
i
I
, I
IRRIGATION GENERAL NOTES
1. GENERAL·
ALL MATERIALS AND EQUIPMENT USED IN SPRINKLER IRRIGATION WORK SHALL BE
NEW, WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS
SPECIFIED. PRIOR TO INSTALLATION OF ANY IRRIGATION WORK, THE CONTRACTOR
SHALL SUBMIT FOR APPROVAL BY THE CITY, A LIST OF ALL MATERIALS AND
EQUIPMENT HE PROPOSES TO USE. SHOULD THE CONTRACTOR PROPOSE TO USE
MATERIAL(S) OR EQUIPMENT OTHER THAN THOSE LISTED AS "APPROVED", HE SHALL
SUBMIT IN WRITING, TO THE CITY, A REQUEST TO DEVIATE FROM THE APPROVED LIST.
SAMPLES OF THE MATERIAL(S) OR EQUIPMENT SHOULD ACCOMPANY THE REQUEST
TO ASSIST IN EVALUATION OF THE PROPOSED SUBSTITUTION. THE BURDEN OF PROOF
SHALL BE BORNE BY THE CONTRACTOR.
2. AN ANTI-DRAIN VALVE SHALL BE INSTALLED UNDER EACH SPRINKLER HEAD WHICH IS
NOT EQUIPPED WITH AN INTERNAL CHECK VALVE, OR WHERE CHANGE IN ELEVATION
EXCEED 5'-0" ON A LATERAL CIRCUIT.
3 ALL REMOTE CONTROL VALVE BOXES SHALL BE ("BROOKS 1419",CARSON .AMETEK),
OR APPROVED EQUAL THE CONTRACTOR SHALL PAINT THE IDENTIFICATION NUMBER
OF THE VALVE AND THE CONTROLLER CLOCK ON THE COVER OF THE VALVE BOX. THE
PAINT SHALL BE ALUMINUM ASPHALTIC-BASE WATERPROOF PAINT
4 ALL PRESSURE PIPE 3" AND LARGER, POLYVINYL CHLORIDE SHALL HAVE THE
CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE
OF ALIGNMENT; AT GATE VALVES, AT TEES, ELBOWS AND CROSSES, AND AT ENDS OF
PIPE RUNS; OR WHEREVER THE FIELD ENGINEER DEEMS ONE TO BE NECESSARY.
5 DIRECT BURIAL CONTROL WIRES: ALL CONTROL WIRES SHALL BE SOLID COPPER, 600
VOLT, TYPE UF, CONFORMING TO THE STANDARD SPECIFICATIONS AND DRAWINGS,
SPECIAL PROVISIONS AND THE FOL.LOWING WIRE COLORS AND INSTALLATION
REQUIREMENTS.
litllJRAL WIRES: WHITE (#12 AWG) DO NOT INTERCONNECT NEUTRAL
WIRES BETWEEN CONTROLLERS.
PILOT WIRES: (#14 AWG) (USE AS MANY AS NECESSARY)
VALVE NO. VALVE NO,
1 YELLOW 10. WHITE WIRED STRIPE
2. ORANGE 11 . YELLOW WIRED STRIPE
3. BLUE 12. BLUE WIRED STRIPE
4. BLACK 13. ORANGE WIRED STRIPE
5. BROWN 14. PURPLE W/WHITE STRIPE
6. PURPLE 15. BROWN W!WHITE STRIPE
7. YELLOW W/BLACK STRIPE 16. YELLOW W1WHITE STRIPE
8. ORANGE W/BLACK STRIPE 17. BLUE W/WHITE STRIPE
9. RED WiBLACK STRIPE 18. RED W!WHITE STRIPE
SPARES WIRES: TWO (2) RED (#12 AWG) FROM FURTHEST VALVE OR MANIFOLD TO
EACH CONTROLLER.
6. WIRE CONNECTIONS: NEUTRAL PILOT AND SPARE WIRES SHALL BE INSTALLED
WITH A 4'-0" COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND
EVERY WIRE SPLICE SHALL BE SOLDERED TOGETHER (USING 60-40 SOLDER). THEN
ENCASED IN THE WATERPROOF EPOXY OF THE "SCOTCH-PAC" OR "PEN-TITE"
CONNECTORS AS SHOWN ON DRAWING, WIRE SPLICES SHALL BE MADE ONLY IN
VALVE OR PULL BOXES. SEE DETAIL "N" SHEET _j_Q
7. WIRE BUNDLES: EACH INDIVIDUAL CONTROLLER CLOCK'S CONTROL WIRES SHALL BE
BUNDLED AND TAPED TOGETHER WITH COLORED TAPE AT INTERVALS NOT
EXCEEDING 10'-0". CONTROLLER IDENTIFICATION TAPE COLORS SHALL BE A
FOLLOWS: (USE AS MANY AS NECESSARY).
CONTROLLER COLOR
"A" BLACK
"B" RED
"C" WHITE
11011 BLUE
"E" GREEN
"P' YELLOW
8. TESTING: ALL WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIRCUITS, AND
UNINTENTIONAL GROUNDS PRIOR TO CONNECTING TO EQUIPMENT. THE MINIMUM
INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGAOHMS. ANY WIRING
NOT MEETING THIS REQUIREMENT SHALL BE REPLACED, AT THE CONTRACTOR'S
EXPENSE.
9. ALL WIRES IN PULL BOXES SHALL BE LOOSE AND SHALL NOT COME WITHIN THREE
INCHES (3") FROM LID. BOXES SHALL BE SIZED ACCORDINGLY TO ACCOMMODATE
THIS REQUIREMENT.
10. THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK CONSUL TANT [(619) 438-
1161; EXT,#4221] 72 HOURS (THREE WORKING DAYS) PRIOR TO STARTING
CONSTRUCTION.
11. THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO VERIFY EXISTING PS I AT JOB
SITE PRIOR TO INSTALLING LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL
BE MADE WITH THE APPROPRIATE WATER DISTRICT.
12. ALL REDUCED PRESSURE BACKFLOW PREVENTER$ SHALL BE TESTED AFTER
INSTALLATION, RELOCATION, OR REPAIRS BY A CITY APPROVED CERTIFIED TESTER.
CALL 438-0218 FOR A LIST OF CITY APPROVED CERTIFIED TESTERS.
DEVELOPER/OWNER IS RESPONSIBLE FOR SUPPLYING A COPY OF THE TEST RESULTS
TO THE CIYY DEPARTMENT OF U1'1LIT!r:'S AND MAINTENANCE. 405 OAK STREET.
13. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PLUMBING PERMITS PRIOR TO
COMMENCING IRRIGATION INSTALLATION.
14. QUICK COUPLING VALVES SHALL BE INSTALLED AT A MAXIMUM OF EVERY 100 FEET
ALONG THE MAINLINE AND AS NEED.
LA MESA 91,.l,Jlo:P~INT
IRRIGATION LEGEND
PRECIP.
SYMBOL DESCRIPTION/MANUFACTURE/MODEL NO. RADIUS PSI GPM RATE DET. Nn.
xv
:®: ~
[X] v
0
®
®
<?!)
\;
rJ(
w
RAINBIRD 1812 SAM W/ 22 SERIES STREAM SPRAY NOZ. F,H,0.
RAINBIRD 1812 SAM W/16 SERIES STREAM SPRAY NOZ. F,H.Q.
RAINBIRD 1812 SAM W/ 22 SERIES STREAM SPRAY NOZ. F,H,0.
TORO S700-FC 3/4" FIPT W/ FACTORY CHECK VALVE (6 0 NOZ./ FULL)
(NOTE USE LOW ANGLE NOZ. @ TOPS OF SLOPE)
TORO S700-PC 3/4" FIPT W/ FACTORY CHECK VALVE (3.0 NOZ./HALF)
(NOTE USE LOW ANGLE NOZ. @ TOPS OF SLOPE)
TORO S700-PC 3/4" FIPT W/ FACTORY CHECK VALVE (1.0 NOZ./QUART.)
(NOTE USE LOW ANGLE NOZ. @ TOPS OF SLOPE)
TORO S700HP-PC, 3/4" FIPT WI FACTORY CHECK VALVE (3.0 NOZ.!HALF)
(NOTE USE LOW ANGLE NOZ. @ TOPS OF SLOPE)
@ TORO S700HP-PC, 3/4" FIPT WI FACTORY CHECK VALVE (1.0 NOZ./QUART.)
~ ~----+---..__ -__JNOTE USE LOW ANGLE NOZ. @ TOPS OF SLOPE) -/?\ ¥ -.._,--l O rz_ !illl~W~I~ ~b11 w/e, -sa:::1es_ :SPRAY~. ~J~ I
l
I
18' 20
16' 30
17' 1 5
35'-27' 25
33'-25' 25
30'-20' 25
33'-25' 25
33' 25' 25
-s' ,~
•
NOTE: USE "PURPLE" COLOR NOZZLES,CAP, OR SPRINKLER HEADS INDICATING ~l=!D
WATER TYPICAL VERIFY WI MANUFACTURER
@ • NELSON #7643 QUICK COUPLER· 1" (ACME THREAD)(~J-1/=0 WATER)
CHAMPION #300 MANUAL CONTROL VALVE
GRISWOLD MODEL DW REMOTE CONTROL VALVE
2 66,1 33,.67 .91
3.22, 1 .61, .81 14
2.4,1.2,.59 .91
4.17 .38
2.42 .48
.85 .42
2.42 .48
.85 .48
A
A
A
B
B
B
A
A
C
D
E ~ GRISWOLD MODEL 2000 REMOTE CONTROL MASTER VALVE (ONE FOR EACH CONTROLLER TYP.) F
TORO-NETWORK 8000 SATELITE CONTROLLER IN STAINLESS STEEL VANDAL RESISTANT ENCLOSURE ~ #132-76-08-(SIB) USE STANDARD PED. MOUNTED CONTROLLER FOR INDOOR INSTALLATION 3,H ,I ,J
(PACIFIC TECHNICAL SERVICES# SA-16-32), FLOW METER (TFS3) -2" FLOW SENSING ASSEMBLY,
PRESSURE SENSING ASSEMBLY(TPS) -INSTALL "RAINGUARD" AUTO-MA TIC RAIN SHUT DEVICE FOR EACH CONTROLLER
INSTALL PER MANUFACTURER RECOMMENDATION
WILKINS 575AUBS REDUCED PRESSURE BACKFLOW PREVENTER
AND 'WYE" STRAINER K.L
0
----
1111111&111111111!
--------~
BALL VALVE -FOR 2" AND SMALLER USE KING BROS. LO-TORQUE MODEL
FOR 2-112"-4" USE KING BROS. PVC BLOCKED TRUE UNION MODEL
RECLAIMED WATER METER -BY OWNER
DOMESTIC WATER METER BY OTHERS
PULL BOX
COMMUNICATION CABLE
WILKINS 500 PRESSURE REGULATOR
CLASS 200 PVC LATERAL LINE (MIN. 12" COVER) /"/Pl=
CLASS 200 PVC LATERAL LINE (MIN. 12" COVER)" ALERTLINE" P/5CI.J,,/l'f4) ~WHEN CONNECTED TO ALERTLINE MAIN)
SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1-112' AND SMALLER AND CLASS 315 FOR 2" AND LARGER
SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1-112" AND SMALLER AND CLASS 315 FOR 2· AND LARGER "ALERTLINE"
SCHEDULE 40 PVC SLEEVES (2 TIMES DIAMETER OF THE PIPE ENCLOSED) 18' DEPTH MINIMUM BY OTHERS
M
N
p
SCHEDULE 80 PVC CROSSING OF ROAD UNDER VEHICLE PAVING -(30 INCHES) FOR PRESSURE MAINLINE -SEE ENGINEERS PLANS
CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENT SHALL
BE INSTALLED IN SEPARATE SCHEDULE 80 PVC SLEEVE MINIMUM 30" DEPTH
Q --RECLAIMNED WATER
STATION NUMBER :--_ r-~ ...--GPM
~-··--VALVE SIZE
~~ MANUAL CONTROL VALVE SIZE
~----GPM
THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL WATER MANAGEMENT COMPANY TO PROVIDE TECHNICAL SUPPORT
SERVICES FOR THE FOLLOWING IRRIGATION EQUIPMENT: SATELLITE CONTROLLERS, EXCESS FLOW, PRESSURE SENSING SYSTEMS,
AND SPECIAL COMMUNICATION CABLE REQUIREMENTS.
RECOMMEDNED WATER MANAGEMENT COMPANY FOR THESE SERVICES:
PACFIC TECHNICAL SERVICES (PTS)
P.O. BOX 2700
LAGUNA HILLS, CA. 92630 (714) 837-4460 TODD MOHR
APr:iF(0\1l~I) l'C)R PL_L,.f\:TINC;
\l<l) JF!F~Jc;,41·10}'0 Oi\'IJY,
INC1JUD1NC; T~RECISI<
"AS BUil T"
RCE __ _ EXP. ___ _
REYJEWED BY:
DAlE
A{~ ~--· LOCA'J'lONf\1}··1~.)}A.i':=;FjL_;NTINC ~ 2;/f/'9_?
ENGINt::ERING PLANCHEGKEH DATE " .-,.:=..," '--· INSPECTOR DAlE
ITlli· (Q~• cw~ ... ~~••A~-~~~JEB~SH~l:"$f~r":.]:Jf·~~ 1µ,.-~===t==t==:1t121·"m·:E,1Wu..~ ~ CITY OF CARLSBAD ( SHE:f p:l{,,·'l1 O!Jb,. /!>\ .AD[) l~~fJ 1 :,, '·2-"1,'11 LP, ~J PLANNING DEPARTMENT '2.>1
t----t---t--------------·--+------+--+----1----1
LANDSCAPE IMPROVEMENTS FOR~
PLANNING AREA 24
/-:A ~l~F;(\ PHASE II
AP,~~~ , 5. w~ o 2, s=-h
"""""1 ANT ~NNING O!Ri;tTOR DATE
t-;;cDA""TE;,-i-;;INc;;:lll;;-;ALc;--t----------------+-D-A-TE----,f-lN-lll-AL----,1--DA-TE-I-I-Nl-llAL-------1 ~0;';~;';::::;;B~Y;:::: ::::;.t,===::::;~,==P;:R:==O:==JE~C:==T~N=o=.=~1 ;::D=R=A=Wl.=N=c=N=o~.
ENGINEER Of WORI( REVISION DESCRIPTION 1-D-TII_ER_N'~P-RO-'i~AL-+-CI-TY_N'..J.P_R_OV-AL---1 ~ :~: ---. G1. 90-15" . 322-21
CMWD 91-502
PRESSURE SENSOR
)~ 1. CONTRACTOR SHALL INSTALL CLAMP-ON '#?.J/JJ SADDLE AND FLOW RESTRICTOR IN
. PLASTIC VALVE BOX MARKED •psv· AND
AUTOMATIC
----c'='oNTROLLER
X~ TUBE RETAINER
T-114• POLY TUBING
PROVIDE 6° ABS ACCESS SLEEVE AS
REQUIRED
2. CONTRACTOR SHALL COIL AND BUNDLE
24" EXCESS 1/4" POLY TUBING IN
PLASTIC VALVE BOX
3. SEE PLAN FOR LOCATION OF CLAMP-ON
SADDLE AND CORRESPONDING
AUTOMATIC CONTROLLER
118" NPT
TUBING ADAPTER
FLOW
AESTRICTOR
I
PVC MAINLINE
PRESSURE SENSOR
R E C L A I M E D_.,,.-____.,.
WATER METER
PLAN
-----5 _ 5 ' ·--
S I D E W A L K-------METER
SECTION
AUTO-
CONTROLLER
i
I~
I~
l>-
1 CJ)
--·ET--i~
~BACKFLOW
PREVENTER
R / W
• 2 ,
·BACK FLOW
PREVENTER
<O <t
~ "' \ -tt-------,1-,,----t-TAC"--:,rc-I
'' ·~
P R E S S U R E M A I N L I N E:::z-
C ONT ROLLER WIRES
COMMUNICATION GABLE
SCHED. 40 PVC SLEEVE
,._,I
L R.O.W. IRRIGATION
SERVICE DIAGRAM NOT TO SCALE
-~~ ,..-:.-,--·1-T~ . \.I•, ' --,'-,
/ ,.;\ ..... ,
/I"-._'// :C, • -'"v
c;;;(. ,.._,,
o.:::I ~ ·-
S 1
-I<
a e
-~
Fourtr. A...-~nu@'Corpor;;.ie Center
1551 F=ourtr Avenug/Sui1e 100
San D1e;;io. CA 92101
{61 9:-2 39-24$0/F AX 239-0107
L::1nc.bc:.a.µ,2 Arc:hit(.•Cknf:' • ?ianni~ fr~ -c_·_)/'_)
~ ' '-·-
112" IN TURF, 2• IN
GROUND COVER AREAS
2 CU. FT. PEA GRAVEL
e• ABS SLEEVE
HEX MOUNTING ADAPTER
0-RING, LUBRICATE UGHTL Y
WITH SILICONE GREASE
ROCKWELL +352 or EQUAL
WITH CHEMTROL GASKETS
GASKET
CHEMTROL OR EQUAL----tt-t------
PVC MAINLINE,COVER AS ___ ,,.,.._
NOTED IN LEGEND
PLASTIC VALVE BOX WITH
COVER MARKED 'FS"
-FINISH GRADE
~~-24" COil OF CABLE
IN VALVE BOX
I
2• X 4" X 24"
REDWOOD BLOCK
li:liillF-'"~ ADJUSTMENT STUD
ADJUSTMENT NUTS
CABLE TO SENSOR INPUT
BOARD OF AUTOMATIC
CONTROLLER SEE PlAN
FOR LOCATION OF FLOW
SENSOR TAPS AND
CORRESPONDING
CONTROLLER
SEE MANUFACTURER'S INSTRUCTION SPECS
FOR FURTHER INSTALLATION INFORMATION
FLOW SENSOR
\
APPROVED ~ ~kn-;a-
ENGINEERING PLANCHECKER
v/ Q2z..
DATE
Ci Ti,
'\}-)·-, !\S /·_ ~-"' LJ .:..··· ... ,. __ ..
l i I :\ N'·1··,·10, 1 ('
. J_ . J ... J \ ,.1
NOTES:
EXCEPT AS SHOWN, THERE $HALL BE NO FITTINGS OR CONNECTIONS TO OTHER FACILITIES BETWEEN TI-IE METER AND BACKFLOW
ASSEMBLY.
1,
2.
3
4.
THE BACKFLOW PREVENTER ASSEMBLY MUST BE INST AU.ED A MINIMUM OF (8") AND NOT TO EXCEED A MAXIMUM OF TWO FEET (2') FROM
THE METER EXCEPT WHERE THIS WOULD REQUIRE THE BACKFLOW ASSEMBLY TO BE INSTAI.LE:D IN A PUBLIC RIGHT-OF-WAY, IN WHICH
CASE ; THE BACKFLOW ASSEMBLY MUST INSTALLED A MAXIMUM OF rwo FEET (2') INSIDE THE PROPERTY LINE.
TYPEKHARD OR IYF.EU"iARD COPPER OR BRASS WITI"i SOLDER JOl'Jl SOR THREADED MUST BE USED BETWEEN THE METER AND
BACK FLOW ASSEMBLY
PRECEDING THE NUMBER ONE SHUT OFF VALVE, CONNl::CTION MUST BE MADE WITH A COPPER OR BRASS RISER OR BRASS 90 DEGREE
ELBOW, SHUT OFF VALVE MAY BE PRECEDED BY A COPP[ROR BRASS NIPPLE AND/OR A BRASS UNION. RISER MUST BE MADE OF
SUFFICIENT LENGTH TI1AT THE BOTTOM OF THE BACKFLOW ASSEMBLY IS TWELVE INCHES (12") TO THIRTY-SIX INCHES (36"i ABOVE GRADE
IN AN AREA NOT SUBJECTED TO FI.OODING.
5, FOLLOWING TI1E NUMBER TWO SHUT OFF VALVE, THE CONNECTION MUST BE MADE WITH A COPPER OR BRASS 90 DEGREE ELBOW TO A
COPPER OR BRASS 90 DEGREE ELBOW, SHUT OFF VALVE MAY BE FOLLOWED BY A COPPER OR BRASS NIPPLE ANDtOR A BRASS UNION.
RISER MUST BE MADE OF SUFFICIENT LENGTI-! 'TI;AT TI-IE BOTTOM OF THE BACKFLOW ASSEMBLY IS TWELVE INCHES (12") TO THIRTY.SIX
INCHES (36") ABOVE GRADE IN AN AREA NOT SUBJECTED TO FLOODING. ·
6. IF BACKFLOW ASSEMBLY IS TO BE INSTALLED ON A SLOPE WITH A HORIZONTAL TO VERTICAL RATIO OF 4:1 OR GREATER, A TWO FOOT (2')
HIGH RETAINING WALL MUST BE BUILT SURROUNDING THE ASSEMBLY. ASSEMBLY MUST BE LOCATED IN AN AREA NOT SUBJECT TO FLOODING
7 ONLY THE RED_UCED PRESSURE PRINCIPLE BACK FLOW PREVENTION ASSEMBLIES WHICH HAVE BEEN APPROVED BY THE STATE OF
CALIFORNIA DEPARTMENf OF HEALTH SERVICE, MAY B[ USED ON WATE9 SERVICES WITHIN THE CARLSBAD MUNICIPAL WATER DISTRICT
,, ONDING JUMPER
APPROVED BACKFLOW---i~~
I (WHEN REO.)
ASSEMBLY W/BALL VALVE
I
BONDING JUMPER
(WHEN REQ.)
·UNION
I
12• MINIMUM
3 6"
FINISH GRADE
1 h:n _.,,.--, cu.FT. coNc ... ~,-~~-,";,;" ·
_,,1.·V T; /i-,--------------~-:.1 TH RU s T BLOCK _\,,
I~ ·'-' £:id:.:.~~ T y p I C A L ill'\~~
r.-
d s ACK FLOW ASSEML y DEVICE K NOT TO SCALE
CONDUIT
WIRE RUN
PULL BOX___..---
/
/ / -· . . .... ---·· ·-·----·---,--
="'
1 8 •
PLAN VIEW
'-----~ UNMORTARED
BRICK FOUNDt,TION
FIN:SHEO <;,RADE
.. _,;, .. -=~:
,· .
-LOCKABLE TOP
SIZE: 9-1/2" X 16"
... --l---· .. ~--LOOP CONTROL WIRES INTO
Pl_;LL BOX. ALL SPLICES ARE
TO BE MAD[ IN PULL BOXES
OR-REMOTF CONTROL VALVE
BOXES
"' 3• ' - - -_J BEDDING MATt:RIAL
ELEVATION '---. .CON rROL WIRE RUN
2.
NOTES
1. INSTALi_ PULL BOXES AS SHOWt\ ON PLAN
2 AT JUNCTIONS WHERE RUNS COMBINE, S?LICE COMMO/, GROUND IN PULi_ BOX.
3, PULL BOX COVER SHALL BE PERMANENTLY MARKE(! "f'LfC rRIC"
4 CONDUCTORS FOR EACH CONTROLL.ER CLOCK SHALL RE HAr1NESSED
SEPARATELY AND AT SUFFICIENT INTERVALS TO MAINTAIN A D[clN TE BUNDI 1-.
5 ALL SPLICES SHALL 8E MAJf:: WITH A PcKlP[RL Y S[T McCdANICAL S?I. ICf:
CONNECTOR ENTIRELY ENCLOSED IN SEl.F-CURING rlESIN AND SHALL BE
COMPLETELY WATER PROOF.
6. A~L SPARE WIRE ENDS SHA:.L BE INSULATED IN THE SAM[ MAN'lER AS WIRE'
SPUCES
7. lF SPECIFIED, ALL SPLICES SHALL B[ SOLD[,9ED WITH Mi=TALLIC AIJ.OY SOLDER
PRIOR TO INSTALLING CONNECTORS.
8. WIRE BUNDLES INS 1DE PULL BOX~S SHALL BE AT LEAST 4 INCHES FROM THE
UNDERSIDE OF THE BOX COVER. MIN:MUM SIZE PULL BOX SHALL BE AS SHOWN
ABOVE. LARGER BOX[S MAY BE NcCFSSARY TO MEET 4" CLEARANCE
REQUIREMENT,
N ELECTRICAL PULL BOX
t---+---·+----------------------1-------li------½-~~----+----O
OA TE INITIAl
ENC;1NITR OF WORK REVlSION DESCRIPTION
DATE INITIAl 0-'TE INITIAl
OTHER APPROVAl CITY APPROVAl
"AS BUil T"
RCE __ _ EXP,
REVIEWED BY:
l>JSPECTOR
CITY OF CARLSBAD
OWN BY: __ _
CHKD BY: __ _
RVWD BY:
DATE
DATE
CMWD 91-502
<I
J
NOTE: FACTORY ASSEMBLED SWING JOINT
AS MANUFACTURED BY DURA, LASCO
OR EQUAL
IRRHIGEAATDION DURA SIZE GPRVACDE MODEL+
650,690 SERIES
630,640 SERIES
600 SERIES
570 SERIES
+015-2-4 1 112·
+010-2-4 1·
+007-9-0 314•
+005-9-0 112·
SCH 80
SCH 80
SCH 40
SCH 40
SOLVENT WELD
SOL VENT WELD
(SLIP X SLIP)
SWING X SLIP~..<::
SCH 80
PVC PIPE~,--'>i,n,,~~~
'9o"ELL
(SWING X SWiNG)
EXTRUDED
3• SCH 80 NIPPLE
90' ELL (SLIP X SLIP)
·10
22:' I/
~!
/f --""
(
90'ELL
(FIPT X SWING)
MALE FITTING ADAPTER
(SWING X SPIGOT)
SCH 80 PVC PIPE,12•
SWING JOINT
A
PLASTIC VALVE BOX
WIT.H. COVER MARKED 'Rev·
(BROOKS MODEL 4' 1419
WITH SNAP COVER)
OUR.4. SEAL
CRIMP SPLICES
1 /2' t-1 TURF -'ND
2• IN GROUND COVER
-'REAS
1 CU. FT.
PEA GRAVEL
J
' LATERAL LK (CQVEA AS NOTED ti L£G8-0J
--... 4 " M A X
COMMON WRE
(PROVDE 24• OF
. WIRE IN A COll)
o:c~----MMN LINE (COVER
AND TYPE AS
NOTED IN LEOEND.
t-OTE: USE 45°ELLS IMMEDIATELY OUTSIDE OF VALVE BOX, AS NECESSARY,
FOR TRANSITION TO REQUIRED LA TER"-L LINE DEPTH.
E PRESSURE REGULA TING RCV
SPRAY HEAD OR ROTOR HEAD
--,.4 REBAR TO 24• DEPTH ----
SPRING LOADED Cl-ECK
VAlVE AS REQU~ED TO
PREVENT LOW HEAD
DRA~AGE--------.
PVC FITTING-----.
PVC U.TERAL
(COVER AS
NOTED N
LEGEND)
SCH 80 PVC NIPPlE
6" MIN
C
(2) GALV. BANDS
"FAST-LOCK*
OR EQUAL
PVC STREET ELL
-"11'-------''--MARLEX STREET
m ELL
FINISH GRADE ----...
QUICK COUPLING VALVE
(ACME THREAD .AND
(ftll'PtE COVER FOR
RECLAIMED WA TEA)----........;:,;<,;)1
PVC MAIN (COVER
AS NOTED IN LEGEND)
SCH 8D PVC TEE OR ELL
(SLIP X SLIP X SLF)
SOLVENT
WELD
SCH 80 PVC NIPPLE
112• IN TURF AND 2• IN
GROUND COVER AREAS\
4• MAX,
~!,--,,STAINLESS STEEL
CLAMPS
6' MIN,
SOLVENT 3/4" x 3' GALV. STEEL PIPE AS MANUFACTURED BY DUR"-. WELD
SEVEN COMPONENT FACTORY
ASSEMBLED SWING JOINT, MODEL •010-2-4
B
HEAD ON RISER C
QUICK COUPLER VAL VE ('PFCI.NM~~) D AL CONTROL VAL VE
1/2' IN TlW AKJ z'
IN GROUhDCOVER
1'.F"E.AS --~
FNSHQRADE
SOLENOO AC TUA TED
REMOTE CONTROL
\'At.VE
COMMON mo CONTROL ,
WRES (PROVOE 24' OF
WRE IN A COL, EA.) ---7
MAIN LINE (COVER
.AND TYPE AS
NOTED IN LEGEND)
DURA SEAL ~~-CRIMP SPLICES
LATERAL LtiE
(COVER AS NOTED
IN LEGEND
----~~CQt.lMONWRE
(PROVOE 24" OF
WRE IN A COL)
NOTE: USE 4b'°ELLS M.EIXATELY OUTSOE OF VALVE SOX,AS NECESSARY,
FOR TR.-.NsmoN TO REQURED LATERAL LNE DEPTH.
F
/ + I
I
REMOTE CONTROL VAL VE
~TO SYSTEM
__....,/./
, PRESSl/Fl:-SENSOR
_/ -· SEE DETAIL__j ___ _
, FLOW SENSOR
,/ SEE DETAIi_ J
/ ---,,~-
MASTER VALVE
/,,./' SEE DETAIL .~F __
// , REDUCED PRESSURE
/ / / ~~~K;~~Xf LPRE~=NTER
//
_, RECLAIMED WATER
/,,-, METER I BY OTHERS
El NOTE:
C.QNt-RACTDR SHA.Li. -PROVIDI::-AND INSTAf..l_
COMMUNICATION CABLE FROM CONTROLLER TO
FLOW AND PRESSURE SENSOR.
2·
/-STEEL FNCLOSUR[ AS APPROVED SY AGENCY
ENCLOSURE SHALL BE PAINTED INSIDE ANO OUT WITH
/INC f11Cli PR'M~R COAT AND nvo FINISH COATS OF
EXTERIOR ENAMEL. AS APPROVED BY AGENCY
r·SLOPE TO DRAIN AWAY
/ FROM CONTROLLER I
/-CON,ROI.LER
·~POWER ON-OrF SWITCH FOR
CONTROLLER
I
IVARIESI ·t ---,,,,,. '' J,. ~--· J_ UJ
Q
SIDE
.
CD
I
(fJ -:z . -N U. L
NOTES
2.
G
INSTALL IN EACH ENCLOSURE, ON• 25 WftTT l'JCAND[SCE'JT LA~\P IN A TWO
PRO'JG PLUG IN LIGHT SOCKET. INSTALL IN RECEP r ACL:c
A 15 AMP (Ml'JIMUM) CIRCUIT IS REQUIRED AT EACH DOUBLE RECF'PTACLE
(120V)
PEDE ST AL MOUNTED ELEC.
CONTROLLER REGIONAL S ,D. D WG.
( 3/4" METER BY OTHERS
I -1 7
A~ £.L;;(Tiaf '
ANCHOR BOLT __,,.,. TEMPLATE
1• SWEEP ELL FOR
COMMUNICATION
CABLE
(ELIMINATE
FOR IRRI-TR◊L)
H
CONTROLLER TYPE
TORO NETWORK 8000
1RRI-TROL P-2 MC PLUS 6, 12, 18
IRRI-TROL P-6 MC PLUS 24, 30, 36, 42
CONTROLLER
3• SWEEP ELL
FOR CONTROL WIRE
1. SWEEP ELL
FOR Ef..RTH GROUND
PORTLAND CEMENT
CONCRETE FOOTING
• SEE BELOW FOR
DIMENSIONING SCHEDULE
OF Et\CH CONTROLLER TYPE
DIMENSION
A 6 C ___Ll
24' 30' 16' 18'
20" JO• 12· 15•
20' 32' 12· 20·
f1 ]1 !JF?:) \i[ 'T' }·'C)F( Pl11 1\TlNC "AS BUil T"
~ \'' • ' ' I., ,_ ~ ' .,/. _ _) __ J --'-• -I
\ i'✓ l) ' _L ..• IF? F( 1 C::;. i\ ,__r 1 CJ l\J r -[\, I Y J .l ! ... ,) '
1NCLUJ)IN·c; F) -i-J I 1 1-·1 l c_·, T;• . J.1.. J\.J f..:: r·1 RCE EXP.
I r1('1\'['JC1tT .r'-._,, .._., i. ~ ... .., I~ C) F' -) I ,\ 'I'\,.,., I -,,_TC } L,11 I. l\ .l REVIEWED BY:
VQ9z I \ ...• ' ! \ ' --
@r---~TO ::~C➔
~ 1" BALL VALVE SEE [NG/NEERING PLANCHECKER DATE
I r)F' ,• C'
'· .• .• \. ,_.J ,. ,,,f._). INSPECTOR
Cl) DETAIL M >-(/)
--.__, .. REDUCED PRESSURE
1110-qs (:)IJA l"5\ ~-se. ~ST_ COL-11-1"1 : 1-z1z;QJ ' 2. -SHEETJ I CITY OF CARLSBAD 12-l PLANNING DEPARTMENT .
DATE
DATE -SHEETS
~-1 ., z
0 f-
<l
('.l
BACKFLOW PREVENTER
SEE DETAIL K LANDSCAPE IMPROVEMENTS FOR: ~
PLANNING AREA 24
a: a: ' /
PRESSURE REGULATOR
SEE DETAIL P 7:AVIARA .• . PHASE II
-F¢ur11-i Aven1,.1e Corporf!.te. Center
.1551 Fol'nr-i Avenue/S1,1 1te ;mo
San Diego, CA 9210i 0 EQUIPMENT ARRANGEMENT AT o--'
f-EQUIP. ARRANGEMENTS AT
"APfJJOPiQ . ,,, f I/fl~ . fl 7-<-9 2--
ASS'lStAtiT P.ANNING Dlf/ECTOcl DATE (619) 239-2450.JFA:X 239-0107
RECLAIMED WATER METER P.O.C. Q RESIDENTIAL LOTS
r ' .,
OWN BY:
I
PROJECT NO. I ORAWING NO. DAl'E INITIAL D~TE INITIAL DAl'E INITIAL CHKD BY:
ENGINITFI Of WORK RE~SION DESCRIPTlON omrn APPROVAL CHY IJ>PROVAL RVWD BY: C)l-c:y:;;-15 ~-2L
·=......,..,.----:-.-:...=-~--
1 A. uESA BLUEPRINT CMWD 91-502
..
I •
LA MESA 8LUEPRHJT
-! ·e
VALVE BOX WITH COVER
MARKED"GV"(BROOKS
MODEL # 3-HL IN MEDIA.NS,
BROOKS MODEL #1418 WITH
SNAP COVER ELSEWHERE)
1/2" N TURF AND 2•
N GROUNDCOVER
AREAS
FNISH GRADE
PVC MA.LE ADAPTER
PVC MM-1-~"-(COVER AS NOTE
N l£GEND)
2"x4"x24' REDWOOD __
1 CU.FT. PEA GRAVEL-------
4• MAX.
PVC MALE ADAPTER
..
-·
NOTE; USE 45°ELLS t.1ME.DLATELY OUTSOE OF VALVE BOX, AS NECESSARY,
FOR TRANSITION TO REOURED MANLl'.IE DEPTH.
p
{
24" Mln.-12" 8 Lor9•r Pip•
1a• Min -10• 8 Smallor Pipe
Undh!urb•d
PRESSURE REGULATING VAL VE
~------
6 Ground CROSSES 1-.~~~~
SECTION
BENDS, TEES,
B CROSSES
CAPS
Undl, I u rbed
Ground
90" S,.,d, 4:1' B<ond, 22HB•ncb Tee1 Cop, Crouu.
a
Siu A B A B A B A 8 C D A
<Ji1" :," e" 4• 6" 2" 5" 6" 6" a" 14'' e"
5" e" 10" 5" e" 3" e· a" a." 10· 20" a"
a" 12" 12" a" 10· :," 9" 9" 12· 12" 27" 9"
10" 16" 14" · 10" 12·· 6" 10 I I" 14" 14" : 34" I 1•
12 " 20" 16" 12'' 14" a" II• 14" 16" 16 41" 14"
DETAIL THRUST BLOCK
Fm.1rth Avenue Cotporate Center
1551 Fo.irth Avenue/S1..1l11;1200
San Oiego, CA 92101
(619) 239-2450/FAX 239-0107
La~ Architectute • Planning
{tc::8'v .:.:· _019
B
e"
a"
10"
12"
14"
;1 F) PP o \1F-r) F'r1 F' }j L_6,N Tl\ C~ "AS BUil T"
•. --\ "' \. • I -'-.-' \_
;\l< I) lF'F'TC 6T.IQ'\' \. \~ _.T~-'-J_ -"
r, N l \' u -_J ) ~
INCL1JDINC~ 1:iF1 t '0 ] SF \~.,\...., ~-,/
RCE EXP. DATE
APPROVED LOCATION r~ }' PLANTING REVIEWED BY: J·
p~-.,;:U ... ' "Z,/J;L!'l.l-tPELi,S ENGINEERING PLANCHECKER DATE .J. -'-\_ ' ..:. k_ -INSPECTOR DATE
I 1· 10·"5 .. --~ c:otJW' I t:1Z."l<'I' , ,.... ' ...... JO I
1 igr I CITY OF CARLSBAD( lsv{sj
PLANNING DEPARThlENT -
,-,~., LPL/1}~NING 0AREA 3 24R: ~
,·?A VIA'1A PHASE II ' -·
APPR~_E,!,, ~ 7./I (/~ r _t) Z-5'-fz-'
•• ANT P)'.ANNING DIJ%CTOR DATE
DWN BY: I I PROJECT NO. l DRA'MNG NO. DAlE INll\Al DAlE INlllAL DATE INll\AL CHKD BY: c, 90-::15 ENGINEER OF WORK REVISION DESCRIPllON OlHER APPROV-'l. CllY APPROVAL RVWD BY: .322-2L
CMWD 91-502
• •
✓
f-·-·-··
r
/
/
/
/
I
;, ' _.,,,· '
---·:_ •• ''.tj);.~' \.
; ,' i . . ' '
TO
.
SPARROW PLACE
MATCH> LINE
SEE SHE T l'f-,
• I -
~!~0::-~.ep.,Z $., lt1,..I
: ~1"5t2. CEL-~,4.t.,f,.
--l~CC-/</'1Wi'
NOTE:
"t •
5-15-9 I
CONTRACTOR SHALL CONFORM TO FIRE SUPPRESSION
POLICIES AND REQUIREMENTS PER THE CITY OF
CARLSBAD LANDSCAPE MANUAL.
Fourth Avenue OO~e Ceotef
1551 Fourth Avenve/Svije 200
San Diego, CA92101
(819) 239·2450/FAX 239-0107
#-<;;D --019
40' VC
" '
✓ !
~-,-~, .. ,,,,. ·-,.
•
,.
t 'I--~
1
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. . . \-----·---.:..----...
\ ... _,_'-__ , ... "" ',,
--·--···-·"· ·--·--··"' --~-
I •~: _-__ .· -·< .. :c,._,,,---•_ -....... '\_·, ', ' . '•.
' ~. . . ·-
-~l:)J.H--l--_-_ttJ_,.....------'-'"_""4-<4-J_ (',,'~
-G.ph,L
HIX1A:
• Key Map
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SCALE: 1 • =40'
---I &ti,.t..;.-
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I
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..
4
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79 • /
6".Jt ~ a --. _/0 ,C,O,. ···'"·"-,( ... ...-e,·
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PLANTING PLAN
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REVIEVED BY,
;INSPECTOR DATE
CITY OF CARLSBAD
PLMININ$ DEPARTMENT
LANDSCAPE IMPROVEMENTS FOR;
PLANNING AREA· 24
-:AVIARA PHASE U
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DATE INITIAL O.lrrE INITIAL DWN BY: PROJECT NO. DRAWING NO.
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1 . CONTRACTOR SHALL CONFORM TO FIRE SUPPRESSION
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15!1 Fourth Avenue/S.ulte 200
S.o O;ego, CA 9210)
(619) 239-2450/FAX 239-0107
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NOTE:
1 . 'CONTRACTOR SHALL CONFORM TO FIRE SUPPRESSION
POLICIES ANO REQUIREMENTS PER THE CITY OF
CARLSBAD LANDSCAPE MANUAL.
PLANTING PLAN
II AS BUILT"
RC[ __ _ DATE
REVIE\JED BY•
DATE
DATE INITIAL DATE l~TIAL DWN BY: --·--PROJECT NO. DRA'MNG NO,
REVISION DESCRIPTION OTHER ARPR□VAL CITY APPROVAL
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POLICIES AN[1i REQU'I ENTS PER THE CITY OF
CARLSBAD LA DSCA ANUAL. CJS. ~R.
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PLANTING PLAN
APPROV·
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FOR PLANTING
ION ONLY,
INCLUDING ECISE
LOCATION OF' PL
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. :u:>I...ES
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: REVJE'wED BY:
INSPECTOR DATE
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BENCHMARK L OVEMENTS FOR:
EA 24
E II
Fourtl':I Avenue CorDOrate Center
155~ ~ourth Avem.ie/Suite 200
san Diego. CA 92101
(819) 239·2450/FAX 239-0107
~t:. ~ ~ D 11-11.K 'A1
DESCRIPTION•
LOCATION•
RECORDS F'ROM,
OC-0179 DISC SET IN WEST END OF SOUTH HEADWALL or 24' R. C, P.
0. 4 MILE EAST OF INTERSECTION OF LA COSTA .AVE, AND SAXONY ROAD
COUNTY OF SAN DIEGO, DEPT. OF PUBLIC WORKS• REPORT SVO 106-0 1, 10/ 15/85 DA TE INITIAL
z-.--
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REVISION DESCRIPTION 13. 87 DATUM, M. S, L.
DATE INITIAL DATE INITIAL DWN BY: I· PROJECT NO. I DRAWING NO. L,~
orHER APPROVAL c1w APPRovAL ~~~o 0
{~,---"-. C>T90-IS . 322-21-"'ttf ------'--------L-------------------:------============::::::;:::==::::::::::::~~;::::===::::::::::========~ 1?LlfEl(C.l::DE1? I 5f=t= SHEET
ELEVATION, ENGINEER OF WORK
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L.mdscape Architecture • Plc1.nnit'l.g
La Jollr1 Cenh'I? II
925S Towne Cenlre DrivE:, Suit!? 340
S.tn Dit:":SO, CA 92121-3002
619 550-1575 • Fax 550-15$0 ' ·•
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CONTRACTOR SHALL REFER TO PLANNING
AREA 24 OFF-SITE GRADING/HABITAT
ENHANCEMENT PLAN FOR REVEGETATION
MATRIX, HYDROSEED MIXES, INSTALLATION
SPECIFICATIONS, ESTABLISHMENT CRITERIA
AND NOTES.
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COUNTY Of' SAN DIEGO, DEPT. Of' PUBLIC WORKS, REPORT SV0106-0l,IO/l5/85
13.87 DATUM, M. S. L.
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION □THER APPROVAL CllY APPROVAL
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REVIEIJED BY,
EXP. ___ _
LANDSCAPE IMPROVEMENTS FOR:
•
DATE
PLANNIN-G AREA 24·
R PH SE 11
DWN BY: --+--PR ~ECT NO. CHKD BY: __ _
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DRAWING NO.
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1551 Fourth Avenu•ISutte 200
San Di.go, CA 92101
(6111) 239-24~0/FAX 239-0107
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1 . COOTRACTOR SHALL CONFbRM TO FIRE SUPPRESSION
POLICIES AND REQUIREMENTS PER THE CITY OF BENCHMARK
CARLSBAD LANDSCAPE MANUAL. I DESCRIPTION,
i-LOCATION,
... RECORDS FROM1 ... -
~
ELEVATION•
OC-0179 DISC SET IN HEADWALL OF 24' R,C,P, WEST
0.4 MILE EAST OF INTERSECTION
ENO
OF LA COSTA AVE, AND SAXONY ROAD
OF SOUTH
COUNTY OF SAN DIEGO, DEPT, OF PUBLIC WORKS, REPORT svo 106-0 1, 10 / 15/85
13, 87 DATUM• M. S. L, DAT!': INITIAL
ENGINEER OF WORK REVISlON DESCRIPTION
.. !
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· STORM J>RAIN LINE 'D'
FOR .Pf?OFILE SEE
SHEET g, ' '
COASTAL DEED
.. RESTRICTED AAEA
'-"
'PLANTING PLAN (
RCE---EXP, ____ _ DATE
REV!Ew'ED BY,
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 24
-. IARA PHASf:: II
DWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL ---+---'----I
OTHER APPROVAL CITY APPROVAL
CHKD BY:--~ RVw'D BY, C.T0O-/:S _522-2t..
I
SECJPNW480
LANPSCAP lliG
PART I • GENERAL
1. 1 GENERAL CONDITIONS:
THE GENERAL 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.
1.2 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 BELATED WORK:
IRRIGATION SECTION 02441
1.3 SUllMITTALS:
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.
1.4 GUARANTEES AND REPLACEMENTS:
. 1
. 2
. 3
SHRUBS, VINES AND GROUNDCOVERS SHALL BE GUARANTEED TO
REMAIN KEALTKY AND VIGOROUSLY GROWING FOR ONE GROWING
SEASON OR SIXTY (60) DAYS, WHICHEVER COMES FIRST.
ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDE.R THIS
CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY
CONDITION FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL
ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY "i"KE
OWNER THE GUARANTEE SHALL APPLY AS STATED ABOVE. .
ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A
VIGOROUS CONDITION NOTED WITHIN THE GUARANTEE PERIOD
SHALL BE REPLACED WITHIN FOURTEEN {U) DAYS.
PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND ANO
SIZE AS SPECIFIED IN THE PLANT UST. THEY SHALL BE FURN:SHED,
PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST
TO OWNER.
1.S OB!>i:RVATION:
lAh".rS;;BLUE"PRINT
.1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE
.1 0
. 11
.,2
BLJE CTIQN AN~y_B STITUTION;
A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS
HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND
SUCH PLANTS WHETHER IN PLACE OFi NOT, SHALL BE
MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM
THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE
PLANT 10, TERIALS. THE PLANT l,'.ATERIALS SHALL MEET ALL
APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS
SHALL BE OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER
COLOR AND CONDITION AS SPECIFIED HEREIN AND/OR AS
INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL
THERE !IE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY,
OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING
DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT
OF THE ARCHITECT.
UIILIJIE$
A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURING THE
INSTALLATION OF THE LANDSCAPING AND IRRIGATION
SYSTEMS FOR THIS PROJECT SHALL BE PAID FOR llY THE
CONTRACTOR. DURING THE 60-DAY WAINTENANCE PERIOD,
THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE
UTILITIES
PROTECTION OF EXISTING TREES SHRUBS AND VINES:
A.
B.
C.
D.
IT IS THE INTENT OF THE PROJECT THAT CERTAIN EXISTING
PLANT 11.ATERIALS SHALL BE RETAINED. PRIOR TO l"HE
REMOVAL OF ANY TREES. THE CONTRACTOR SHALL CONFER
WITH THE ARCHITECT TO DElERMINE THOSE PLANTS THAT
ARE 1'0 REMAIN.
ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT
SHALL BE TAGGED AND IDENTIFIED BY THE CONTRACTOR
PRl◊R TO START OF WORK
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT
ARE TO REMAIN IN THE PROJECT. DAMAGE TO A PLANT WHICH
RESULTS IN DEATH OR PERMANENT DISFIGURATION SHALL
RESULT IN THE COMPLETE REMOVAL OF THE PLANT,
INCLUDING ROOTS, FROM THE SITE BY THE CONTRACTOR, AND
THE CONTRACTOR, AT HIS OWN EXPENSE SHALL REPLACE
THE PlANT WITH ONE OF EOUAL VALUE AS ESTABLISHED llY
THE ARCHITECT, OR REIMBURSE'. THE OWNER THE COST OF
SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE
JUDGE OF THE CONDITION OF THE Pl.ANT.
ALL EXISTING TREES THAT ARE TO REM.I.IN SHALL BE
PROTECTED AT ALL TIMES FROM DAMAGE BY WORKERS AND
EQUIPMENT. ALL DAMAGE BY THE CONTRACTOR TO EXISTING
PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY
PERSONNEL APPROVED llY THE ARCHITECT.
A Fourth Avenue Gorporti.tlo' Center
1551 Fourth Aven1,1~/Su1te 200
Sc1n Diego, CA 92101
(619) 239-2450/FAX 239·0107
1. 6
, . 9
ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN
WRITING, IN 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 llEFORE PLANTING HOLES ARE EXCAVATED.
F. ORIENTING SPECIFIED TREES.
G. VERIFICATION OF FINISH GRADES .
H. APPLICATION OF PRE-EMERGENT HERBICIDE.
I. PRE-MAINTENANCE OBSERVATION.
J. WHEN PLANTING, AND ALL 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. fJNAL OBSERY.AilO.li TO BE HELD AT THE COMPLETION OF THE
60-DAY MAINTENANCE PERIOD. THIS OBSERVATION SHALL
ESTABLISH THE BEGINNING DATE FOR THE ONE-YEAR
GUARANTEE OF ALL TREES.
• 3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OSSERVATION AND
THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN
WRITING, (I) WMETHER THE WORK IS ACCEPTABLE: AND (2) OF ANY
REQUIREMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE.
. 4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE
ON THE SITE AT THE TIME OF EACH OBSERVATION.
MAINTENANCE:
. 1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL
LANDSCAPE IRRIGATION WORK ON THIS PROJECT IS COMPLETi;D,
CMECKED, ACCEPTED, AND WRITTEN .I.PPROVAL FROM THE
ARCHITECT IS GIVEN TO BEGIN THE 11.AIIHENANCE PERIOD, AND
E. TME CONTRACTOR SHALL INSURE THAT NO FOREIGN
t.'ATERIAL AND/OR LIOUID, SUCH AS PAINT, CONCRETE,
CEMENT, OIL, TURPENTINE, ACID OR THE LIKE, BE DEPOSITED
OR ALLOWED TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIP
LINE (THE OUTSIDE EDGE OF THE FOLIAGE OVERHANG) OF ANY
TREE OR SHRUB, OR WITHIN t· OF THE TRUNK OF A VINE.
SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE
CONTRACTOR SHALL REMOVE SAID SOIL AS DIRECTED BY THE
ARCHITECT AND REPLACE WITH ACCEPTABLE SOIL AT NO
EXPENSE TO THE OWNER.
F. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS:
WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY
TO EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION
SHALL BE EXERCISED TO AVOID INJURY TO ROOTS AND
TRUNK. EXCAVATION CLOSE TO TREES SHALL BE BY HAND,
TUNNELING UNDER ROOTS 2" AND LARGER IN DIAMETER.
CUTTING OF ROOTS 2" ANO LARGER SHALL BE ONLY ON THE
APPROVAL OF THE ARCHITECT.
G. PAINT CUT ROOTS WITHIN 24 HOURS: WHERE THIS IS NOT
POSSIBLE, KEEP THE SITE OF EXCAVATION ADJACENT TO THE
TREE SHADED WITH J.!OIST BURLAP 0'1 CANVAS.
INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL
PREPARATION CONFORMANCE TEST:
. 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE
.3
PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE
HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED
CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT
MATERIALS AND RELATED ITEMS, SHIILL INCLUDE SUCH MATERIAL,
COMPARING THE TOTAL AREA AND'OR THE AMOUNTS SPECIFIED. IF
THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE
ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL
IIATERIALS TO Fl,JU'l~L THE MlfllMUM REQUIREMENTS SPECIFIED.
UPON DELIVERY OF MATERIALS AND10R COMPLETION Of ALL SOil
CONDITIONING AND GRADING, !!UT PRIOR TO INITIATING PLANTING
OPERATIONS, THE ARCHITECT WITH THE HERETOFQRE SPECIFIED
SIGNED COPIES OF THE REQU:RED CERTIFICATES, TRIP SLIPS AND
INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE
SUCK MATERIAL, COMPARING THE TOTAL AREA OF EACH
OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT
BE!cN MET, THE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF
ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE
MINIMUM APPLICATION REQUIREMENTS SPECIFIED.
A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED 1'0 THE
ARCHITECT WITHIN 15 DAYS .I.FTER RECORDING OF THE CONTRACT
FOR SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL
AMENDMENTS HAYE BE.EN THOROUGHLY MIXED INTO THE SITE,
RANDOM SAMPLES OF THE MIXED SOIL WILL BE 1'AKEN BY THE
, . 7
1.B
SHALL CONTINUE THEREAFTER FOR NO LESS THAN 60 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 OR LAWN IS PLANTED. PLANTS
ANO LAWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND
IN A VISUALLY PLEASING APPEARANCE av WATERING, PRUNING,
MOWING, ROLLING, 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, .I.ND 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. SEE
DRAWING FOR POST-FERTILIZATION {7-9-4) PROGRAM
. 4 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE
PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE
ARCHITECT, IMPROPER 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 ACCEPTAllLE.
.$ THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL BE
REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
LAYOUT OF WORK·
THE CONTRACTOR SHALL EMPLOY, AT HIS OWN EXPENSE, A REGISTERED
CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT THE WORK OF
THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET FOR
CONSTRUCTION .I.ND THE CERTIFICATION OF FINISH GRADES WITH CIVIL
ENGINEER DRAWINGS .
GENERAL REQUIREMENTS:
.1 THE TERM •PLANTING AREA'· SHALL MEAN ALL AREAS TO BE
PLANTED WITH TREES, SHRUBS, GROUNDCOVERS, SOD AND SEED.
. 2 ACTUAL PLkNTING SHALL BE PERFORMED DURING THOSE PERIODS
WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN
ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL
PRACTICE.
. 3 ALL ROCKS AND CLODS 1" OR LARGER, AND OTHER GROWTH OR
ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR
COMPARISON lO A CONTROL MfX. COST OF THE ABOVE TESTING BY
THE SOILS L.<.llORt.TORY SHALL BE BORNE BY THE CONTRACTOR
.4 AFTER LEACHING OPERATION, FOUR SOil SAMPLES WILL BE TAKEN
BY ARCHITECT AND SUBMITTED TO THE SOIL L,._BORATORY FOR
TESTING OF ECE AND PH. COST OF THE ABOVE TESTING BY THE
SOILS LABORATORY SHALL BE BORNE av THE CONTRACTOR.
EART 2 · PRODUCTS
2. 1 SOIL AMENDMENT AND FERTILIZER:
.1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND Of ORGANIC
FRACTIONS TO SUPPLY SEVERAL DEGREES OF BRE.I.KDOWN RATE
WHICH LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF
INORGANIC AMENDMENT THAT RESISTS FURTHER l!RE:Al<.DOWN, PH
OF 5.5 TO 6.5, SALINITY OF 3.0, ORGANIC WATTER (DRY WEIGHT
BASIS) MORE THAN 90%, NON-IONIC WETTING AGENT AND TOTAL
NITROG!cN CONTENT OF 0.5%. {LO.I.MEX, WIL-GRO, LIFE FOREST
HUMUS).
• 2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED
GYPSUM (CASO 2H20) WITH MINIMUM 80% GRADE :ONTAINING 14%
COMBINED SULFUR.
.3 IRON SULFATE {EXPRESSED AS METALLIC) 1~% OF QUALITY
APPROVED BY ARCHl1ECT .
.4 SULPHUR (SOIL) (ELEMENTAL) 99% OF QUALITY APPROVED BY
ARCHITECT.
.4
.5
.6
.7
.e
.9
6
.7
DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJEC·,,
SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY
EXEMPTED IN WRIHNG •
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 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 MAKING ANY AND
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 SHOULD REACH SUCH A LEVEL THAT WORKING IT WOULD
DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS
SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS
INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE
DESIRED RESULTS ARE LIKELY TO BE OllTAINED .
ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE
PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL
DIMENSIONS AND IIJIMEDIATEL Y INFORM THE ARCHITECT OF ANY
DISCREPANCY BETWEEN THE DRAWINGS ANDIOR SPECIFICATIONS
AND ACTUAL CONDITIONS.
QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE
ONLY, AND ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND
SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS.
ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION
EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING
PROPERTY DURING ALL PHASES OF THE SOIL AMENDING ANO
GRADING OPERATIONS.
SPECIMEN TREE 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.
C. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN
RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES
;>4" BOX SIZE AND LARGER TAGGED AT THE NURSERY ANDIOR
AT ITS PLACE OF GROWTH, OR AS OTHERWISE SPECIFIE:D ON
DRAWINGS.
FERTILIZER (COl/.1-,SERCIAL) SHALL BE A LONG-LASTING CONTROLLED
RELEASE PLASTIC·COATED, UNIFORM IN COM"OSITION, FREE·
FLOWING, SUITABLE FOR APPLICATION WITH APPROVED
EQUIPl-.'ENT, AND SHIILL CONTAIN THE FOLLOWING MINIMUM
AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD,
NITROGEN
PHOSPHORIC ACID
POTASH
21.0% MINIMUM
0.0% MINIMUM o_ob"' J.1.iNiMUM
FERTILIZER (COMMERCIAL) SHALL BE A LONG-LASTING CONTROLLED
. 5 FERTILIZER (COMMERCIAL) SHALL !IE A COMBINATION OF NATURAL
ORGANIC AND INORGANIC GRANULII.R FERTILIZERS, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EOUIPMENT, AND
SHALL CONTAIN THE FOLLOWING 11.INll-!UM AVAILABLE
PERCENTAGES BY WEIGHT OF PLANT FOOD: SPECIFICATIONS
NITROGEN
PHCSPHORIC
POTASH
ACID
1.0%
10.0%
10.0%
MINIMUM
MINIMUM
MINIMUM
",/\,, S B U IL T"
RCE ___ EXP. DA1'E
REVIEWED BY:
1· 1----+----+-----------------+--+--t-----1------1
--4---+----<i '
l----+----1--------------------+----1-------il-----+----
OAlE INITIAL
ENGINEER Of lliORI( REVISION DESCRIPTION
OA lE :NlllAL DA Tr INlllAL
OTHER APPROVAL CITY APPROVAL
DWN BY: __ _
CHKD BY: __ _
RVWD BY:
DATI:
DATE
PROJECT NO. I D3RA22WIN~2NLO. er 9::)-rs _
•
2.2
2.3
2.4
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:
NITA OGEN
PHOSPHORIC ACID
POTASH
16.0% MINIMUM
20.0% MINIMUM
0.0% MINIMUM
. 8 FERTILIZER {COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
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 ACID
POTASH
7.0% MINIMUM
9.0% MINIMUM
4,0% MINIMUM
.9 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% MINIMUM
10.0% MINIMUM
5.0% MINIMUM
.10 SOIL ENHANCER SHALL BE SARVON.
PLANTING BACKFILL:
PLANTING BACKFILL IS PER THE SOIL lEST RECOMMENDATIONS AND
PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF
EXISTING SITE SOIL ANO SOIL AMENDMENTS AT THE FOLLOWING MIXTURE:
SOIL CONDITION ER
SITE SOIL
1/4 CU. YD,
3.'4 CU. YD.
IRON SULFATE
GYPSUM
1 LB./PER CU. YD. OF MIX
10 LBS.IPER CU. YD. OF MIX
STAKING MATERIALS:
ST AKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT
SHAFTS, SKAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS,
OF UNIFORM THICKNESS WITH A MIN;l>'UM DIAMETER OF 2 INCHES, FREE OF
LOOSE !<NOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN
(10) FEET IN LENGTH.
GUYING MATERIALS:
. 1 GUY WIRES SHALL BE OF PLIABLE. ZINC·COATED STEEL OF NO. 12
GAUGE.
C.
FOR TESTING SOIL TE.ST SHALL MEET THE FOLLOWING
REOUIREl,',ENTS:
ECE • MAXIMUM 3.0 X 10 3
PH • MAXIMUM 7.S
A PERCENT OF ORGANIC MATTER SOIL TESl AFTER LE,I\CHi"IG
IJ.AY EH. REQUIRED BY ARCHITECT.
RE•APPLICATIDN OF
OPERATION SHALL BE
$HOW A NEGATIVE
APPLICATION OF A
OPE.RATION SHALL 8E
SOIL AMENDMENT AND LEACHING
REPEATED BY CONTRAClOR IF TESTS
RESULT. EXPENSE OF lEST, RE·
SOIL AMENDMENT AND LE.J,;CHING
BORNE BY CONTRACTOR.
P. DEEP W,I\TER 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 WRlnNG
CARE SHALL BE TAKEN TKAl THE RATE OF APPLICATION OF WATER
DOES NOT Ct.USE EROSION OR $LUFFING OF SOILS.
. S ALL DEPRESSIONS. VOIDS. EROSION SCARS, AND SETTLED
TRENCHES GENERATED BY THE DE.EP WATERING SHALL BE FILLED
WITH CONDITIONED TOPSOIL AND BROUGHT TO FINISH GRADE.
FINISH GRADING·
. 1
. 2
,J
.s
. 6
FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S
DRAWINGS.
FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER·
COMPACTED AND SETTLED SURF,I\CE GRADES AND SHALL BE WITHIN
PLUS OR l,IIINUS D.1 FOOT OF THE SPOT ELE.VATIONS AND GRADE
LINE.S INDICATED ON THE CIVIL ENGINEER'S DRAWING.
FINISH GRADES SHALL BE MEASURED Al THE TOP SURFACE OF
SURF ACE MATERIALS.
MOLDING AND ROUNDING OF THI; GP.ADES SHALL BE PROVIDED AT
ALL CHANGES IN SLOPE.
ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING
SURFACES RESULTING FROM TILLAGE, ROTOTILLING, AND ALL
OTHER OPERATIONS, SHALL BE LEVELED AND FLOATED OUT
BE.FORE Pi.ANTING OPERATIONS ARE INITIATED.
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.
Fourth Avi;mue Corporate Center
1 551 Fourth Avenu~/Suite 200
San Diego, CA 92i07
(619) 239-2450/FAX 239'•0107
2.5
J.5
, 2 ANCHORS (DEADMENJ FOR HOLDING GUY WIRES SHALL BE 4 INCHES
X 4 INCHES OF SOLID LUMBER, 1' -6' IN LENGTH.
. 3 HOSE FOR COVERING WIRE SHALL BE OF 2-PLY REINFORCED
RUBBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 112 INCH
IN DIAMETER.
.4 FLAGS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING,
1/8 INCH IN DIAMETER AND FOUR FEET LONG, OF UNIFORM
THICKNESS.
• 5 TREE TIES SMALL BE BORDON CINCH-TIE OR APPROVED EQUAL
PLANT MATERIALS:
.1 NOMENCLATURE: THE SCIENTIFIC AND COMMON NAMES OF PLANTS
HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIi/EN IN
"A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA",
PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF
AGRICULTURE, MANUAL 32 (1953). SEE LIST OF PLANT MATERIAL ON
DRAWINGS.
. 2 QUALITY AND SIZE OF ALL PLANTS SHALL BE NO. 1, OF PINTO TAG
STOCK. THEY SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE
FROM DISEASE. INSECTS, INSECT EGGS, AND MEET OR EXCEED Tl'iE
MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO
THE ARCHITECT
. 3 CONTAINER STOCK (1~GALLON, 5·GALLON, 15-GALLON, AND BOX
SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX
MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINED PLANTS THAT
HAVE CRACKED OR BROKEN BALLS OF EARTH, WHEN TAKEN FROM
THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL
APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS
SHALL BE PLANTED.
.4 PRUNING $HALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY
WRITTEN APPROVAL FROM THE ARCHITECT.
. 5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR
STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE
CONTRACTOR, AND WHERE NECESSARY CONTRACTOR SHALL HAVE
SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF
PLANTS TO SITE.
,f, PLANTS SHALL llE SUBJECT lO INSPECTION, AND APPROVAL OR
REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING
PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT
DEFECTS AND INJURIES.
REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE
IMMEDIATELY.
. 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS
SUBMITTED THAT ANY PLANT SPECIFlfD IS NOT OBTAINABLE, A
. 7 FINAL FINISH Ge.ADES SHALL 1,-;suRtc PCSITIVE DRAINAGE OF THE
SITE WITH ALL SURFACE DP.AINAGE AWAY FROM BUILDINGS, WALLS,
AND TOWARD ROADWAYS. DRAINS, AND C.t-TCH BASIN$.
. 6 Fi'JAL GRADES SHALL BE ACCEPTABLE TO THE ARCHl1EC1 BU ORE
PLANTle;G OPERATIONS WILL BE ALLOWED TO BEGIN.
.9 PLANTING SURFACES SHALL BE. GRADED WITH NO LESS THAN ONE
(I) PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM
ALL BUILDING'.;,
PLANTING:
.1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF
GROUNDCOYER TO BE. PLANTED SHALL BE APPROVED ON THE SITE
BY THE ARCHITECT, PRIOR TO IBEIR PLANnNG.
. 2
ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE
INTERFEREN[;E WITH EXISTING UNDERGROUND PIPING, PRIOR TO
EXCAVATION OF HOLES. If UNDERGROUND CONSTRUCTION OR
UTILITY LINES MIE ENCOUNTERED IN THE EXCAVATION OF PLANTING
AREAS, OTHER LOCATIONS FOR THE PLANTING '!J,AY BE SELECTED
BY THE ARCHITECT. DAM,I\GE TO EXISTING UTILITIES SHALL BE THE
RESPONSIBIUH OF THE CONTRACTOR .
PLANTING TREES, SHRUBS, AND VINES·
A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH
ROUGHENED SURFACES AND SHALL BE OF THE MINIMU'-' SIZES
INDICA.TED Oti 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 SHALi. 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 THA1 ARE TO BE TRUCKED OYER AND
UPON WHICH SOIL IS TO BE TE.MPOP.ARILY STAKED PENDING
ITS RE-USE FOR THE FILLING OF HOLES, PITS. AND BEDS.
C. EXCESS SOIL GENERATED rROM THE PLANTING HOLES SHALL
BE SPREAD ON THE SITE AS DIRECTED B~ THE A"lCHITECT.
D. PLANTS IN CAN CONTAINERS SHALL HAVE THE CANS OPENED
BY CUTTING VERTICALLY ON OPPOSITE SIDES OF EACH CAN
WITH NURSE.RY CAN OPENERS, TIN SNIPS, OR OTHER
APPROVED INSTRUMENTS FOR THIS PURPOSE. ALL USED
CANS SHALL BE RE.MOVED TO THE STORAGE AREA OR FROM
THE SITE DAILY.
E. THE PLANTS SKALL BE PL.ANTED AT APPROVED LOCATIONS
WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL
PLANTING BACKFILL. NO PLANT EXCEPT GROUNDCOVE.R
SHALL BE PLANTED WITHIN THREE (3) FEET OF SPRINKLER
PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST
EQUIVALENT SIZE, VARIETY AND COST. ALL SUBSTITUTIONS ARE
SUBJECT TO ARCHITECT"S WRITTEN APPROVAL.
. 8 QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK
SHOWN ON DRAWINGS.
.9 THE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION
OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF
FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE
DEFECTIVE SAMPLE .
.10 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE,
WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT.
THERE SHALL BE A MINIMUM OF ONE LABELED PLANT FOR EACH 5
PLANTS IN A LOT.
.11 HYDRO-SEED MIX AND MATERIALS SHALL BE AS CALLED OUT ON
DRAWINGS.
.12 GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED
CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING.
. 13 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR
EQUAL.
.14 WEED CONTACT SPRAY SHALL BE ROUNDUP.
PART 3 · EX.ECUTION
3.1 SITE PREPARATION AND WEED ABATEM!cNT:
, 1 GRUB AND CLEAN PLANTING ARE.A, RE.MOVING DEBRIS AND ROCK
AND ERADICATING WEEDS.
.2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO
COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK.
3.< WEED ABATEMENT
, 1 UPON COMPLETION OF THE IRRIGATION SYSTEM AND AFTER DEBRIS,
ROCKS AND EXISTING WEEDS AND GROWTH HAVE BEEN REMOVED
FROM THE PLANTING AREA, APPLY 20D POUNDS OF COMMERCIAL
fERTILIZE.R 21·0·0 PER ACRE.
. 2 WATER ALL ARE,t,S EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE
PAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE
WATERING FOR THREE (3) DAY$ AND SPRAY NON-SELECTIVE
HERBICIDE "ROUNDUP" TO ER,I\DICATE THE GERMINATED WEEDS,
TRANSLOCATION OR APPROVED PERIOD SHOULD BE 7-10 DAYS .
NOTE: HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE
OF CALIFORNIA
F .
G.
H.
I.
J.
IC
L.
HEADS. NO TREE SHALL BE PLANTED WITH:N SIX (6) FEET OF
SPRINKLER HEADS.
THE P~ANTS $HALL BE PLACED IN THE PLANTING PITS ON THE
BACKFILL f,'.A1ERIALS WHICK HAS BEEN HAND·TAt/,PED AND
WATER HAS SETTLED TO THE ROOT BALL BASE LEVELS
PRIOR TO THE PLACE.M!;:NT OF THE PLANTS. AFH.R SETTING
THE PLANTS, THE REIJAINING BACKFILL MATERIAL SHALL BE
C,t,REFULLY TAMPED AND SETTLED AROUND l;;ACH ROOT BALL
TO FILL ALL VOIDS.
EACrl TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF
THE HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN
POSITION UNTIL THE PL.t.NTING BACKFILL HAS BEEN TAMPED
FROM AROUND EACH ROOT BALL.
ALL PLANTS SH.LL BE SET AT SUCH A LEVEL THAT AFTER
SETTLING, THEY BEAR THE SAME RELATIONSHIP TO THE
SURROUNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE
GRADE IN THE CONTAINER, UNLESS OTHERWIS!c NOTED.
PL.t.NTING TABLETS SHALL BE PL.ACED IN EACH PLANTING
HOLE AT THE FOLLOWING RATES:
(1 rS
{1)·21
{3)-21
(S )·21
11,.21
GRAM TABLET
GRAM TABLET
GRAM TABLETS
GRAM TABLETS
GRAM TABLET
PER LINER AND FLAT SIZE PLANT .
PER 1-GALLON CONTAINER.
PER S·GALLON CONTAINER.
PE.R 1 S·GALLON CONTAINER.
PER EACH 3" OF BOX SIZE.
NO PLANT WILL BE ACCEPTED IF THE ROOT 13 ALL IS BROKEN ,
OR CRACKED, EITHER BEFORE, DURING OR AFTER THE
PROCESS OF INSTALLATION.
ALL PL.ANTS SHALL BE Tl'i0ROUGt1LY WATERED IN TO THE
FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER
PLANTING.
ALL TREES 15 GAL. AND SMALLER SHALL BE STAKED WITH
TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE
WINDWARD SIDE OF THE TREE THE STAKES SHALL BE
DRIVEN IN PLUMB AND SECURE. SPECIAL CARE SHALL BE
TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT
DAMAGE THE TREE ROOTS OR ROOT BALL. TREE TIES $HALL
BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE
5·5 WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES
l~C. IV lr'IC. ,.-,.-...-...._.
3.3
. 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 112 INCH BELOW THE
SURFACE OF THE SOIL
.4 IF PERENNIAL WEi::DS OR GRASSES STILL EXIST, RE-WATER EVERY
OAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW
GROWTH APPEARS. RE·APPL Y A NON SELECTIVE HERBICIDE.
REMOVE WEEDS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO
KILL.
SOIL CONDITIONING, FERTILIZING AND ROTOTILLING:
.1 AFTER THE AREAS HAVE BEEN DEEP RIPPED TO A DEPTH OF 8
INCHES, THE FOLLOWING RATES OF SOIL CONDITIONING AND
AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL
PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN
AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO
ALTERNATING 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 SO. FT.
20 LBS. PER 1,000 SO. FT.
250 LBS. PER 1,000 SQ. FT.
RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY -SOIL
TEST MAY REDU(':E OR INCREASE TOTAL SOIL AMENDMENT
YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE
NECESSARY. THE RESULTS AND RECOMMENDATIONS OF THE
SOIL TESTING LABORATORY SHALL BE SUSMITTED TO AND
APPROVED BY THE CITY.
B. FERTILIZER (COMMERCIAL): 1 ·10·10 SHALL BE APPLIED AT
THE RAlE OF 40 POUNDS PEA 1,000 SQUARE FEET AND
SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE.
FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION.
C. $ARVON SHALL BE APPLIED AT THE RATE OF 1 P:NT PER 1,000
SQUARE FEET. $ARVON SHALL BE APPLIED IN AREAS
INDICATED BY NOTES ON THE DRAWING.
. 2 THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING
AND INCORPORATION OF THE SOIL CONDITIONERS/AMENDMENTS
SHALL BE ACCEPTABLE TO THE ARCHITECT. FOR SLOPES 2:1 AND
STEEPER, OR AS PE.A THE DRAWINGS, OMIT SOIL CONDITIONER
APPLICATION AND TILLING.
. 3 J;tE.Ef: WATER LEACHING:
A. AFTER COMPLETE INSTALLATION AND TESTING OF THE
IRRIGATION SYSTEM AND APPLICATION OF SOIL CONDITIONING,
ALL AREAS SHALL BE DEEP WATER LEACHED AND
COMPACTED AND SETTLED BY CONTINUOUS APPLICATION OF
IRRIGATION WATER UNTIL THE SOIL HAS RECEIVED A MINIMUM
OF SIX INCHES Of WATER.
B. ' AFTER LEACHING OPE.RATlo'N, FOUR SOIL SAMPLES SHALL BE
TAKEN BY ARCHITECT AND SI.JBMITTED TO SOIL LABORATORY
M.
N.
THE DIAMETER OF TKE TREE AND BY TACKING THE BACK OF
THE TIE lO THE STAl<E. (SEE DETAILED DRAWINGS.)
ALL SPECIMEN TREES 24" BOX AND LARGER SHALL BE GUYED
AS DETAILED.
THE STAKING. AND GUYING SHALL BE ACCOMPLISHED IN SUCH
A MANNER AS TO INSURE THE PROPER AND HEALTHY GROWTH
AND SAFETY OF THE PLANTS, PROPERTY, AND THE PUBLIC
SPECIFICATIONS
"AS BUil T"
() t~T :l,
RCE EXP. DATE
(SEE Df TAILED DRAWINGS.) ,------'--------------'--I
]") -_, T:' (' TC' T' ]\, 1..__, s_) I
fl T , \ N 1' l t~ C REVIEWED BY:
Z./5"/qt
ENGINEERING PLANGHECKER DATE INSPECTOR DATE
I1·1'1•'5 ICNh r,-r 'I~ ·1 ,, -• ""I /Z.•fZ·"-q !.'II.
t---t-_Jf-----------------l---1-------1-----l-_J [~qJ
t--i--t-------------+--+--..........:1--l--l,
t------t---+-------------·------_j~---l---l---L--I ,
CITY OF CARLSBAD I SHEF:TS ~
PLANNING DEPARTMENT 24-~ ===============-====~-. -----
LANDS.CAPE IMPROVEMENTS FOR:
--·~---+----+-_______je---l----------1, PLANNING AREA 24
t---t----+------------...1. ~, :A\/IARA PHASE II I
·-----+---+--+----I---;c''":cc··;;.· :;_·· ...:---=======;:z'.;;l::;:::.'+7:=-==========-~'
t---+------J~---------------1....--1----..L-----1-_J APPR!;l;_VED, A J f. !l--4, # z -$'-9'.z_..
ASSISTANT PLANNING DIRECTOR DATE ~:::;:;:==::;-;::::==:i:::====~==~ t-"""o"'"An:=-+1111=r,c:-ALc--+---------------·-----l---0-,_-lE--l--lN-1TI-AL--l-o-,.,-lE--_j__!NI_TI_AJ--J OWN BY: I PROJECT NO. I DRA'MNG NO.
ENGINEill o.--REV1s10N DEscR1PnoN -.;-TH-ER--~0-vAL-l-----a-TY-AP~PR-0-v~~·-~~ t~;--~ _ c::,1-so~ J5 . '322-2l.-
---------~, ____ _____J_ __ __J_ __ __J~==~2=-======::::-~~::::::~
.3
l. A MESA 6LIJEf'filNT
0.
P.
THE , ,Cj'.>NTRACTOR SHALL BE RESPONSIBLE FOR ALL
SURfl\1.,1c AND SUBSURFACE DRAINAGE REOl,JIRED WHICH MAY
\FFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES,
PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL
TREES, SHRUBS, ANO VINES WHEN NECESSARY TO PROVIDE
THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM
AND/OR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING
MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND
SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS
OVER 314 INCH IN DIAMETER SHALL BE PAINTED WITH
APPROVED TREE SEALANT.
Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AND
PLANTED WITH A CRANE.
R, ALL TREES 24·• BOX AND LARGER SHALL BE SPOTTED IN
PLACE PRIOR TO THE DIGGING OF THE HOLE.
PLANTING GROUNDCOYEAS:
A.
B.
c.
D.
E.
GROUNDCOVERS SHALL BE PLANTED IN THE AREAS
INDICATED ON THE DRAWINGS. THE GROUNDCOVEA PLANTS
SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND SHALL
REMAIN IN THOSE FLATS UNTIL TRANSPLANTING
ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL
AROUND ROOTS IN STAGGERED ROWS, EVENLY SPACED AT
THE INTERVALS CALLED OUT ON THE DRAWINGS.
THE GROUNDCOVER PLANTS SHALL BE PLANTED
SUFFICIENTLY DEEP TO COVER ALL ROOTS AND A PLANTING
TABLET SHALL BE PLACED IN EACH PLANTING HOLE AND
SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL
THE ENTIRE AREA IS SOAKED TO THE FULL DEPTH OF ALL THE
HOLES.
THE GROUNDCOVER PLANTING AREA SHflLL BE HAND·
SM00THED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH
FINAL FINISH GRADE.
GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN
PLANT STEM WHERE SHRUBS AND TREES ARE PLANTED.
hl'.Dfl Q·filfSilll.G_s.ttflU BS J REES Afil.....fill.QJ.!.lli)_0Y_ER.S.;
A. HYDRO-SEED SHALL BE APPLIED IN THE AREAS INDICATED ON
THE DRAWINGS AND AS CALLED FOR PFR MIX.
B. HYDRO·SEEDING EOUIPMENT; HYDRAULIC EQUIPMENT USED
FOR THE APPLICATION OF FERTILIZER, SEED, ANO SLURRY OF
PREPARED WOOD PULP OR FIBER SHALL BE OF THE "SUPER
Fourth AvA(lue Corporate Ce11ter
1551 Fourth Avenue/Suite 200
San Diego C,ll. 92101
(619) 239<?450/FAX :.?:'.39-0107
Landscape Ai -:hr1ed.ure • P!arm1ng #<?i/-029
3.6
C.
D.
E.
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 EVEN DISTRIBUTION OF THE
SLURRY. THE SLURRY TANI< SHALL HAVE A MINIMUM
CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A
TRAVELING UNIT WHICH WILL PLACE THE SLURRY TANK AND
SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO THE AREAS
TO BE SPRAYED SO AS TO PROVIDE UNIFORM DISTRIBUTION
WITHOUT WASTE.
APPLICATION METHOD: USING THE WOOD PULP AS A GUIDE
THE EQUIPMENT OPERATOR SHALL SPRAY THE SOIL WITH A
UNIFORM VISIBLE COAT OF SLURRY. THE SLURRY SHALL BE
APPLIED IN A SWEEPING MOTION, IN AN ARCHED STREAM, SD
AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD
UPON EACH OTHER, UNTIL A COMPLETE, EVEN COVERAGE
COAT IS ACHIEVED.
HYDRO-SEEDED AREAS SHALL Be l<EPT MOIST AT ALL TIMES
20 -24 DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF
THE PLANTS IS SUFFICIENTLY WELL•ESTABLISHED AS PEA
ARCHITECT'S APPROVAL.
HYDRO·SEEDED AREAS SHALL BE PROTECTED AGAINST FOOT
TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO.
SEEDING IS COMPLETED BY PLflCING WARNING SIGNS AND
TEMPORARY TWINE AND FLAGGING AROUND THE AREAS.
F. RE"HYDAO-SE.EDING OF BARE AREAS SHALL BE DONE THIRTY
(30) DAYS AFTER INITIAL APPLICATION.
HERBICIDE APPLICATION:
PRE·EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS
ONLY BY A HERBICIDE APPLICATOR LICENSED BY THE STATE OF
CALIFORNIA AND IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS. ARCHITECT SHALL BE NOTIFIED AND PRESENT AT THE
TIME OF THE APPLICATION.
3.7 CLEAN UP:
AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN
A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER
COMPLETION OF PROJECT, CONTRACTOR S~ALL REMOVE fill DE!'IRIS AND
CONTAINERS USED IN ACCOMPLISHING WORI<. HE SHALL SWEEP Al-ID
CLEAN ALL SIOEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO
PLANTINGS.
SPECIFICATIONS
~~ .. 2-/1722-
ENGINEERING PLANCHECKER DATE
/1.PF)l(()\TT~l) FO_ '1 1 Fl ;\1',TT'I;<(-, \, J .... tl, ... L\_.T
,\ l'JL) I 1:? f~I c; ;\1'l O ?'I
IN CLtJI) I NC
LC) c:1\'J'I o r\J o !' flJ ,,\1'Jrr•1 N c;
"AS BUil T"
RCE ___ EXP. DATE
REVIEWED BY:
INSPECTOR DATE
Sf<i' [TS Z4 .~ tl=l·=l•0=-.,⇒•=~==/}..1=/':JA====v=l-::,,t;:-====~=··===I=="=-=" ==· l=====t===j===j=,t.=•/=2
·= wc=/.=.-,,.,=1 ~T I I CITY OF CARLSBAD ' I I ...l~I 'I PLANNING DEPARTMENT
~r -==--=tt---==--=t=f--==--==--==--==--==--==--==--==--------·------~------~----_--1:_-_-=~.;-=-=-~~..J: tPLAcNNING 0AREAs24R~
.---t-----+-------------+----1-----/-.~-+-..............f 1
~-· /CAV1Af3~ P)71ASE II
,--t--t----------------+---l-------1---~-J I APPAQY;P -. , ?/ /! //l.. -~=:. =/}==2=-=S-=9=";2=·=·-:;c' =~:::;-
t---+---t-------------------+---+---+-----1---------11 ASSfSJANT Py{NNif(iG DIRECTOo/ DATE
l--::O.,.ATE=-+-INJ-11~AL-1----·--------------+cc-:-:=-+=-+----1-----f ;:;D~WN~' ;tl~YZ": =_=_;;i_'=_=_=-::_:::;-jl::::==::P~R~O¢JE~C~T=N=0=.==;--;1 ====~ OATE INITIAL ()ATE !!<111'"1. DPAWING NO.
EHGIN~ o. WORK REVISION DESCRIPTlON CHKD BY: ---2',)_ nl OTHER m'ROVAI. CTY '-PPf<OVAI. RVWD BY: CT" 1;30-/6 '5 ,c....-.-::+-
Ln~--------•----------------------=.;-1,: ___ ,,_ci.Jl-·-.:111--------------------------------------------------------------------
PLANTING LEGEND
SYMBOL BOTANICAL NAME
TREES
CAS. LEP CASSIA LEPTOPHYLLA
EUC. NIC. EUCALYPTUS NICHOLi!
QUE. AGR. OUERCUS AGRIFOLIA
QUE DUM QUERCUS DUMOSA
SHRUBS
CEA FRO
CIS. PUR.
HET. ARB.
RHU. INT.
ROS. OFF.
CEANOTHUS 'FROST BLUE'
CISTUS PURPUREUS
HETEROMELES ARBUTIFOLIA
RHUS INTEGRIFOLIA
ROSEMARINUS OFFICINALIS
GROUND COVER
HYOROSEEO MIX "A"
't;l--CL,f--11,:Ft.5 f' /.t. {/ l,,6F-L5
__ "rN!f/ P~'
NOTES:
GAZANIA SPLENOENS
'MULTICOLOR' 60%
DELOSPERMA ALBA
ACACIA REDOLENS
COMMON NAME
GOLD MEDALLION TREE
Will-LEAFED PEPPERMINT TREE
COAST LIVE OAK
CALIFORNIA SCRUB OAK
NCN
ORCHID ROCK ROSE
TOYON BERRY
LEMONADE BERRY
ROSEMARY
MIXED COLOR CLUMPING GAZANIA
WHITE TRAILING ICE PLA.NT
NCN
,,
1. ~ ~: 1 OR-.~~ !+ME MU~ 3 IN
~-(SJ-IN--L BE= SIM iLJ....P-._C>f!. ~N.... JD),
~T HunLJs 1 ~tJO/p..__pt..t.NTINCc.i MIX: 1-s-HN=D-
PccO C:..p'O'---'R._ ~.
2. TRE.ES ON SLOPE SIDE OF SIDEWALK SHALL BE
KEPT A MINIMUM OF 8' FROM SIDEWALK.
3. TREES AND SHRUBS ARE TO BE SELECTED FROM
THE FOLLOVVING NURSERIES. FINAL APPROVAL OF
PLANT MATERIALS WILL BE BY LANDSCAPE
ARCHITECT (ONA, INC.).
Ilcrgcn's
John Stryker
(714) 528-0761
Cunningh:uns .
Larry Cunningham
(714) 646--7191
llillcrcst
Jim Musselman
(1-800) 245-1276
N.Jka.sc Uros.
Jo;rnn Shurlock
(714) 855-4388
Sc:i Tree
John Richwine
(714) 586--8028
Springtime
John 1-/alch
(6 l 9) 455-68 l 0
Sunny slope
Dcth Slcwa.rt
(714) 532-1440
Village
Dave Nolet
(619) 481-1140
Valley Crest
Flint Locke
(818) 367-5803
Ya,;uda
Chip Licvcr
( 6 I 9) 262~55.5
SIZE
15 GAL.
15 GAL.
15 GAL.
46" BOX
15 GAL.
COMMENTS DET. NO,
MIN. HT. 8'. MIN. SP. 3' B
MIN. HT. 8', MIN SP. 3' B
MIN. HT. 8', MIN. SP. 3' B
MIN. HT. 8', MIN. SP. 3' B
MIN. HT. 8', MIN. SP. 3' B
1 GAL. FULL, BUSHY, GOOD COLOR A
1 GAL. FULL. BUSHY, GOOD COLOR A
1 & 5 GAL. FULL, BUSHY, GOOD COLOR A
1 & 5 GAL. FULL, GUSHY, GOOD COLOR A
5 GAL. FULL, BUSHY, GOOD COLOR A
• f'lA'S PLANT@ /&O C
FLATS
FLATS
1 GAL
PLANT @ 12" 0 C
PLANT AT 12· OC
PLANT@ 20· 0 C.
C-,
C-
A
HYDROSEED MIX / COVER CROP
BOTANICAL SEED NAME
Alyssum ·carpet of Snow' ,,
Alyssum 'Royal Carpet'
RATE: LBS/ACRE
4 LBS.
4 LBS.
The following materials shall be in the mix:
Mulch -Conweb Fiber 2,200 lbs./acre
Binder -Terra Tac #3 150 lbs./acre
Fertilizer 16-20-0 400 lbs./acre
..,.___"='--C2rr 1'1/EL __ _
51 HI N, e,J>8 N
2-><
0f-----:-. ~-.s-~_U_B_P_L_A_N_T_IN_G_O_N_S_L_O_P_E __ _
PLANTING DISTANCE SCHEDULE
FEET ON CENTER RQW DISTANQE SET BAQK
'...A:_ '_.B_' :..e..: 8" 7" T'
1 '-0" 10.5" 11 "
1'-6" 1 '-4" 1·0"
2'-0" 1 '·9'' 1 '-6"
3' -0" 2'-6" 2'-6"
6'-0" 5'-2" 5'-6"
10'-0" 8'-8" 9'-6"
PLANTING GRID
• • • • • • -~ • • • • • • • • • • • • • • • • • • • • • -~ • • • • • • • • • • • • • • • • • • • • • ·ot
.
.
WIND D!Fl=Cllct--l •
r
TREE TIE
Tl"' 0 AT ,op q= sr/4~,
oTH l::p-6 NH t.P.f.:;; 1✓ !::::.Cr::~
1v $LJPPcP-r TI~E')
0 1 M I tJ _ /:y'tj N
I I
:::Ui-N n Hq T~-Ef"S J,e:,
Fn.Z... m.J □r-SPE::C:1s.
~ Si tr=S :l: f-DTTCM
B ",___T_R_E_E_PL_A_N_T_IN_G_&_S_T~A_K_IN_G __ _
N.T.S ON SLOPE
,HYDROSEED MIX 'A'
MINIMUM%
Pur/GC£1.ll~
50 20
UJ,Sl/\~IIL _____!_'EffJ.[;$_ ___ ----,----____ CQMM()Jj_JjtJ~.c.· __ _
4 J1donostoma fac1culatum C I-IAMIS E.
15 GO 2 Arlornista califomica SAGEBRUSH·
5 ~o 2 Dacc/taris pt! spp consanguinea CHAPARRAL BROOM
50 55 E.lymus condensatus GIANT WILDHYE
40 60 1.5 1.:c'ncolia ca/ifomica COASTAL DAISY
1 0 GS 6 Lrio(Jonum fascicu/a/um CALil"OHNIA BUCKWHEAT ·
15 20 2 Gnap/Jahum californicurn CALIFORNIA [Vt:RLASTiNG .
35 40 I .'.J /-faplopappus vene/us GOLDENBUSH
NIA I /-fafi,mthemum scoparium SUN ROSE
75 00 Lasllwnra c/Jrysos/Qma GOLDFIELD$ ,
40 60 Lotus scoparius OEERWEED
n,-cc SJ,J ~--~) Lupin:.,.10-:._:;;_;(;(:fer.!:.;:.:.-:, /\P.RO':O LU!'!l'.l=. -
~ ,_ 55 2 Mrmvlus pu/1/ceus RED MONKEY FLOWEH ·
95 es 3 Numop/Jila menziesi BABY BLUE EYES
85 50 2 Salvia me/fifera BLACK SAGE -
40 30 ? Stipa pulchra PURPLE NEEDLE GRASS ·
95 30 4 Xyfococcvs bi-color MISSION MANZANITA
95 75 ~-.,to _______ prarw-wo i,n~s"~ul-ar~is ___ ~--·....cN=C~N~---·-~-~
07 TOTAL. POUNCS PER ACRE
THE FOLLOWING MATERIALS Sl-lALL BE IN ALL THE MIX:
MULCH -SPRAY MULCH
FERTILIZER -1 G-20-0
BINDER -AZTEC
2000 LDS. PER ACRE
300 LOS. PER ACRE
130 LBS. PER ACRE
I Lr
___________ ,_.,., ____ .. ,, _____ _
C GROUNDCOVER PLANTING
N.T.S.
"AS BUil T"
RCE __ _ DATE
REVIEWED BY·
PLANTING LEGEND & DETAILS
INSPECTOR DATE
ll·l""7J ot,..J,t,. '"" ffiv1~ :S'ii!e-r CDLIN, fZ:-1'£" t.2, ~ D
1-----+----+----------------+--f------lf---+----l j ~; l CIT~LA~!G ~~~]A
1-----'----+--+----------·-------+--+----+--+-----i - . --
LANDSCAPE IMPROVEMENTS FOR: '-,6.
" ,~us,~ r-----------t-1--_ -_ T+--~-r~ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -~--_ -_ -_· -_r-_ -_ 1-+ -_ -_ '+--_ -_ ---t-t--_ '----1 l1 PLANNING AREA 24 ~; -
" ~~ .rr\ PP Fe O \1E D F'O f( p LliN TIN C ..c===· =· :=A=V:::;,clA=±R::::;A;,;=:P=H=A=S=E=ll===-=-":J .,Cc-' ~~_.s-__ s~· /J.1/' J '-"¥. ~~ J ,\ NI) IR R I G 1· · -· , 1 11 ,,-~ ~--rounhA,onueCo,PoroteCenter ,W.l' \ c ·,J\1' ON ONLY, t------1--+-------·---------+------+--+----+-------I APPRoltlm,._,1:f, ,A.,\/6,,J J
j " 1551 Fourth Avenue/Suite :?00 / -4. • ~ 1.,. _ S.nDleoo,CA9210l INCLLJDJNG PRE.,(~ISD_;_, ASSl'STANT P,lANNING DIRE9'TOR 5ig/l/alu~i/ 1/'--'1 _ (619J239·2450/FAX239-0l07 I', ... ,, -r1
~,.._ * -, Ln('ATl0"1 011, Pl -\Ni'l'I]\TG oWN eY: , l--__ PRoJEcT No. j oRAWING No. _'/Oafif L,>ndsc.>peArrchi!edllie•Plamn;i .. #"9/·-029 AP;~ // /~. L ' . "-' .h7..l l\ r --!)ATE lHITIAl. .. REVISIO .. N. DESCRIPll"ON !)ATE IN!l\Al. OAlE INITIAl. CHKD 8Y; 01-SO-\S . -322-2L "iCT\W ,".'.:~ .?'A-i~ ~ 7-/S/"!2--DIG:INrnl Of WORK Ol\lf.l! Af>l>l!OV-'1. alY N'P!IOV-'l. RVWD f3Y· L.....:
;L __ _:;;n:11
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l-----+--+-----~------------+--+--+-----t--------1 I
DATE
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RRIGATION ~ FOfll ALL
IIESIDE!NTIAL LOTS
SHALL BE __r_ SCHEDULE 40 PVC
WATER MEf!tf~A'AtL BE __r_s1zE
..
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