HomeMy WebLinkAboutDWG 325-6L; CT 90-38; AVIARA PA 26 NORTH PHASE II; 01-15IRRIGATIO
GENERAL NOTE,£;
1.
2.
3.
4.
THE CONTRACTOR MUST NOTIFY THE CITY PLAN CHECK
CONSUL TANT (619) 438-11621, EXTENSION #42Z1, 72
HOURS (THREE WORKING DAYS), PRIOR TO STARTING
CONSTRUCTION.
THE LANDSCAPE OR IRRIGATION CONTRACTOR IS TO
VERIFY EXISTING P.S.I. AT JOB SITE PRIOR TO INSTALLING
LANDSCAPE IRRIGATION SYSTEM. VERIFICATION SHALL
BE MADE WITH THE APPROPRIATE WATER DISTRICT
ALL REDUCED PRESSURE BACKFLOW PREVENTERS
SHALL BE TESTED AFTER INSTALLATION, RELOCATION, OR
REPAIRS BY A CITY APPROVED CERTIFIED TESTER. CALL
43B-021B FOR A LIST OF CITY APPROVED CERTIFIED
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.
CONSTRUCTION SCHEDULE:
A PRIOR TO ISSUANCE OF GRADING PERMITS, THE
APPLICANT OR APPLICANT'S AGENT SHALL OBTAIN
CITY APPROVAL OF A CONSTRUCTION SCHEDULE
AND/OR EXHIBIT OUTLINING THE TIMING OF THE
SLOPE PLANTING AND IRRIGATION.
B. SPECIAL CONSIDERATION SHALL BE GIVEN TO
WATER AND ELECTRICAL SERVICES.
C. IRRIGATION AND PLANTING SHALL TAKE PLACE AS
GRADING PROGRESSES.
0. THE SCHEDULE $HALL SHOW TIMING OF
CONSTRUCTION OF FREE-STANDING, RETAINING AND
CRIB WALLS IMMEDIATELY AFTER ROUGH GRADING
AT EACH LOCATION IS ACHIEVED.
5. IRRIGATION:
A. INSTALLATION OF IRRIGATION AS SHOWN ON THE
APPROVED PLANS SHALL COMMENCE WITHIN 10
DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT
TO GRADE AS SHOWN ON THE APPROVED GRADING
PLANS.
6. PLANTING:
A. PLANTING AND IRRIGATION FOR THE AREAS
DESCRIBED ABOVE SHALL BE
COMPLETELY INSTALLl,D, AS SHOWN ON THE
APPROVED PLANS, WITHIN 30 DAYS AFTER THE
IRRIGATION INSTALLATION FIRST COMMENCES.
7. SLOPE PLANTING STANDARDS AND APPLICATION:
A. JUTE MATTING ON SLOP.ES SHALL BE REQUIRED
WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND
APRIL 15.
B. SLOPES 3 FEET OR LESS IN VERTICAL HEIGHT AND
ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE
A MINIMUM STANDARD #1 (COVER CROP A..H..J:2
JUTED).
C, SLOPES 4 FEET TO 8 FEET IN VERTICAL HEIGHT
REQUIRE STANDARD$ #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),
112 (GROUND COVER), 113 (LOW SHRUBS), AND #4
(TREES AND LARGE SHRUBS). •
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE LICENSED DESIGNER
OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE
PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONAL CODE, AND THAT THE
DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT
DRAWINGS AND SPECIFICATIONS BY THE CITY OF
CARLSBAD IS CONFINED TO REVIEW ONLY AND DOES
NOT RELIEVE ME AS THE LICENSED DESIGNER OF WORK
OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED LANDSCAPE
CONCEPT PLAN, WATER CONSERVATION PLAN, FIRE
PROTECTION PLAN, AND ALL CONDITIONS OF
APPRO~~ELATE~T/,•LANDSCAPING. / /
BY:,/A_:,/ /£7..J.-z.. -:-DATE: ~/,t':}'.08 ,_ . &
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PLANS FOR THE
AND PLANTING OF: A VIA
1 OCEANSIDE
PROJECT LOCATION MAP
N.T.S.
16" "~-~-----~---.Jr-~"H!1!:\G~·,';'>~
G:'J. ---IRRIGATION SHEET NO.
~-----PLANTING SHEET NO.
SHEET INDEX SHEET NO.
TITLE SHEET
IRRIGATION PLANS
IRRIGATION SPECIFICATIONS
IRRIGATION LEGEND & NOTES
IRRIGATION DETAILS
PLANTING PLANS
1
2-4
5-6
7
PLANTING SPECIFICATIONS
PLANTING LEGEND & DETAILS
GENERAL NOTES CONT.
8
9 -11
12 -14
15
E. TEMPORARY/SPECIAL CONDITIONS: AREAS GRADED
FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER
CROP) WHEN THEY HAVE ONE OR MORE OF THE
FOLLOWING CONDITIONS;
, )
2)
3)
SHEET GRADED PADS NOT SCHEDULED FOR
IMPROVEMENTS WITHIN 6 MONTHS OF
COMPLETION OF ROUGH GRADING.
A POTENTIAL EROSION PROBLEM AS
DETERMINED BY THE CITY.
IDENTIFIED BY THE CITY AS HIGHLY VISIBLE
AREAS TO THE PUBLIC OR HAVE SPECIAL
CONDITIONS THAT WARRANT IMMEDIATE
TREATMENT,
F. AREAS TO BE HYDROSEEDED SHALL FIRST BE
DISKED OR ROTOTILLED TO PROVIDE A FRIABLE,
LOOSE SE:ED BED.
B. SLOPE IRRIGATION STANDARDS
A. WATER SERVICE (POINT OF CONNECTION)
INSTALLATION, TEMPORARY OR PERMANENT, SHALL
BE IN PLACE TO COINCIDE WITH PLANTING TIMING
SPECIFIED IN SECTION E.3-1.
13. PIPE
1 J ON GRADE PIPE IS NOT ALLOWED UNLESS IT IS
DEMONSTRATED TO THE SATISFACTION OF THE
CITY THAT THE ROCKY CONDITION OF THE
SLOPE WOULD PREVENT TRENCHING. IN
CASES WHERE ON GRADE PIPE IS ALLOWED, IT
SHALL BE THE: GALVANIZED TYPE OR UVA
RESISTANT PVC APPROVED BY THE CITY.
9. LETTER OF CERTIFICATION (INSTALLATION):
A. THE LICENSED DESIGNER OF RECORD FOR ALL THE
PROJECTS REQUIRING LANDSCAPE PLANS SHALL
SUBMIT A LETTER TO THE CITY STATING THAT THE
PROJECT HAS BEEN INSTALLED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED PLANS AND
SPECIFICATIONS.
10. AS-BUIL TS:
A. PRIOR TO RELEASE OF BONDS, AS-BUILT
LANDSCAPE PLANS FOR THE BONDED WORK $HALL
BE SUBMITTED TO AND APPROVED BY THE CITY.
B. AS-BUil T PLANS SHALl BE DRAFTED CLEARLY TO
THE SATISFACTION OF THE CITY, AND THE ORIGINAL
MYLARS. SHALL BE SUBMITTED TO THE CITY FOR
THEIR KEEPING.
11. A REPRESENTATIVE OF CITY OF CARLSBAD PLANNING
DEPARTMENT SHALL BE PRESENT, ALONG WITH
LANDSCAPE ARCHITECT, TO MARK THE TREES THAT ARE
TO BE SAVED ON AVIARA PHASE II.
"AS BUil T"
RCE __ _ EXP. ___ _
REVlEWED EIY:
DATE:
+-------------7-------+---+------------+---l----------+-------+---I r · ~L~~N,~GRA~~rT2~0~;
Fourth Awmue Corporate Center
1551 f=ourth Avenue/Suite 200
San Olago, CA 92101
(619) 239-2450/FAX 239-0107
Landscape AroMeclura • PlannmQ #91~030
r:e2.,:;,1.447 AVIARA PHASE 11
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WATER METER SHALL BE~ SIZ.E
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BACKFLO'W PREVENTER AND -~ .
PRESSURE REGULA TOR SHALL BE n /
SIZE W PRE~,SURE REGUlATOR ~T '/
@ 75 PSI , . . . if
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SEE LANDSCAPE IMPROVEMENT.---
DRA'fi~GS FOR CARLSBAD TRACf·'.
NCT~ :37 AVIARA PHASE II FOR.
EXISTING IRRIGATION SYSTEM
SEE SHEET 2-DRAWING '
NUMBER 318-9L
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DRAWINGS FOR CARLSBAD
TRACT NO. 89-37 AVIARA PHASE II FOR
EXISTING IRRIGATION
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SEE SHEET '2 DRAWING
NUMBER 318-9L
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Fourth Avenue Corponi.te Centef
1551 Fourth Avenue/Suite 200
Sen Diego, CA 92101
(619) 230-2450/FAX 239·0107
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APPROVED
--------
ENGINEERING PLANCHECKER DATE
Landscape An;.t,itecture • Planning ~/------0 i30
DATE INITIAL
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NOTE:
· IF EXISTING IRRIGATION
EQUIPMENT (IE; SPRINKLER HEADS,
PIPE, VALVES, ETC.) IS DAMAGED
BY GRADING OR BY OTHER
CONSTRUCTION IMPROVEMEN1S;
THIS CONTRACTOR SHALL REPAIR
OR REPLACE AT NO EXTRA COST TO
THE OWNER ANY DAMAGED
EQUIPMENT TO THE SATISFACTION
OF THE LANDSCAPE ARCHITECT
AND OWNER.
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Key·· Map
IRRIGATION PLAN
"AS BUil T"
RCE __ _ EXP. ___ _ DATE
REVIE'f.£0 BY:
INSPECTOR DATE
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 26N
AVIARA PHASE 11 n':2 ~!.-44
DATT:
DA 1E INl11AL OAlE INl11AI.
ENGINEER OF WORK REVISION DESCRIPTION O'IH€M APPROVAL QlY APf'fl.OVAI.
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DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE II FOR -
EXISTING IRRIG8JION SYSTEM
SEE SHEE;T ~,5""'----DRAWING
NUMBER 318-fll
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F01Jr1h Avenue Corporate Center
1551 Fourth Avenue/S1Jlte 200
San Diego, CA 92101
(619) 239-2450/FAX 239-01 07
Landscape Archit:8dure • Planning #"-9/-oYJ
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NOTE: .
IF EXISf~NG IRRIGATION
.EQUIPMENT (IE; SPRINKLER HEADS
PIPE, VALVES, ETC) IS DAMAGED .
BY GRADING OR BY OTHER
CONSTRUCTION IMPROVEMENTS·
THIS CONTRACTOR SHALL REPAIR
OR REPLACE AT NO EXTRA COST TO
THE OWNER ANY DAMAGED
EQUIPMENT TO THE SATISFACTION
OF THE LANDSCAPE ARCHITECT
AND OWNER.
APPROVED
ENGINEER/NG PLANCHECKCR DATE
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RCE EXP. DATE
T ,0 c-, t\'f ION REVIEWED BY:
t\F~J~: i\S INSPECTOR DATE
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PLANNING DEPARTMENT ·-.)
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LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 26N
f'EZ. 91. VIARA PHASE II
ASSIS"c Nl' PLAl)NIN
DAlE N11AL DAlE
REVISION DESCRIPTION
N1IAL DAlE ll'IIAL
ENa<GRCJf'WORK DlllEII APPROVAL all' APPROVAL
BY:
CHKD BY: __ _
Rw«> BY:
PRO.E:CT NO.
CT':X)-35
DRA-.NC NO.
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SEE LANDSCAPE IMPROVEMENT --..c:-----
DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE 11 FOR
EXISTING IRRIGATION SYSTEM
SEE SHEET 5 DRAWING
NUMBER 318-9L
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IRRIGATION MAINLINE FQR AL.t,--____ __:::,:__:'.\L_ __ _
RESIDENTIAL LOTS SHALL BE· 1: ,,\
SCHEDULE 40 PVC. \ '.\
WATER METER SHALL BE 314" SIZE
0~~71,,1,_,;iiii'lil"O~~GjiOiiiiiiiiiiilSO BACK FLOW PREVENTER AND
PRESSURE REGULA TOR SHALL BE .f:
TMJl:R RE~ICS
SIZE W PRESSURE REGULATOR SET \
@75 PSI
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IRRIGATION PLAN
-:f:77:n;,:~L.,__::::::::=o-SE'E LANDSCAPE IMPROVEMENT "AS BUil T"
FOufth Aven.ie Corporat8 C8nter
155 7 Fourth Av,,mui.!/Suit~ 200
San Diego, CA 92101
(619) 239-2450/FAX 239-0107
Landscape Archrtecture • Planning 4/9 /-0 5:)
DRAWINGS FOR CARLSBAD TRACT
NO 89-37 AVIARA PHASE II FOR
EXISTING IRRIGATION SYSTEM
SEE SHEET 5 DRAWING
APPROVED
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JNCl.,-~J[)JNC T)r,~r,:c:rs/i: RCE __ _ EXP, DATE
I ,C) ~-: !\ 'J'I C) !✓ Ci F' F) LA NTl NC: REVIEWED BY:
;\Fc~l\S. INSPECTOR DATE
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 26N
IARA P ASE 11
DAT~ '
IO.DA~TE~r1iNiN1iTITIAiALT------------------+----::-c=-+--i---~--_J ~D~WNi;=iBY~:=_ =_=_=_'=_3ir=~PR~O;JE~CT;:;:N::::;O=. =:::;;1 ::::::::::==~ DATE INITIAL DATE INITIAL CHKD BY: ___ DRAIMNG NO.
ENGINEEI! Of wall( REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAi. R\IWD BY: GT~~ 53 . 5f}5~(£;,/,.
LA MESA BLUEPAINl
SECllO"l 02441
IRRIGA TJO'\J SYSTEM
PART 1 GENERAL
1 .1 SCOPE:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT
NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED.
OWNER/DEVELOPMENT WILL OBTAIN AND PAY ALL PERM_ITS REQUIRFD BY GOVERNING
AUTHORITIES. ALL ON SITE, RECLAIMED WATER PIPING SHALL Be INSTALLED IN ACCOf1DANCE WITH
THE UNIFORM PI.UMBING CODE AND ALL OTHER LOCAL GOVERNING CODES, RULES, ANI!
REGULATION. ALL PIPING SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THI~
MANUFACTURER'S NAME OR TRADEMARK, NOMINAL SIZE. AND SCHEDULE OR CLASS INDICATINC,
THE PRESSURE RATING. THE GENERAL CONOITIONS AND DIVISION 1 APPLY TO THIS SECTION AS
FULLY AS IF REPEATED HEREIN
~
UNLESS OTHERWISE STATED, SECURE THE REQUIRED LICENSES AND PERMITS INCLUDING
PAYMENTS OF CHARGES AND FEES, GIVE REQUIRED NOTICES TO PUBLIC AUTHORITIES, AN\)
VERl,Y PERMITS SECURED OR ARRANGEMENTS MADE BY OTHERS AFFECTING TIIE WORK OF THI-,
SECTION WATER METERS AND POWER METERS WILL BE THE.RESPONSIBILITY OF THE OWNE11
AND/Oil HS REPRESENTATIVE FOR INSTALLATION AND PEl,MIT F-EES.
1.1 . 1
.1
2
1 1 1 .2
.1
.2
RELATED WORK:
LANDSCAPING SECTION 02480
COMPLIANCE TO CITY OF CARLSBAD POTABLE WATER STANDARD:,
QUALITY ASSURANCE
OUAl IFICATIONS OF INSTAI 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'$ RECOMMENDED METHODS OF INSTALLATION, THE CITY 01'
CARLSBAD POTABLE WATER STANDARDS AND WHO SHALL DIRECT ALL WORIC
PERFORMED UNDER THIS SECTION
CODES AND STANDARDS
IN ADDITION TO COM PL YING WITH ALL PERTINENT CODES AND REGULATIONS,
COMPLY WITH THE LATEST RULES OF THE STATE OF CALIFORNIA, DIVISIONS OI-
INDUSTRIAL SAFETY, FOR ALL MATERIALS. REFER TO THE LATEST EDITION OF THI:
GREEN BOOK STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTIOtl
WHERE APPLICABLE. THE CITY OF CARLSBAD POTABLE WATER STANDARDS,
LATEST EDITIONS AND RULES AND REGULATION FOR POTABLE WATER SERVICE ltl
THE CITY OF CARLSBAD, LATEST EDITIONS ARE INCORPORATED UNTO THESE
SPECIFICATIONS BY REFERENCE WHERE POTABLE WATER IS PROPOSED.
1 2. SUBMITTAL$·
. 1 SUBMIT COMPLETE MATERIAL LIST PRIOR TO PERFORMING ANY WORK SUBMIT CATALOO
DATA AND FULL DESCRIPTIVE LITERATURE WHENEVER THE USE OF ITEMS DIFFERENT THAN THOSI,
SPECIFIED IS REQUESTED. SUBMIT NOTARIZED CERTIFICATES BY PLASTIC PIPE AND FITTING
MANUFACTURERS INDICATING THAT MATERIAL COMPLIES WITH SPECIFICATIONS, UNLES/l
MATERIAL HAS BEEN PREVIOUSLY APPROVED.
.2 SUBMIT MATERIAL UST USING THE FOLLOWING LAYOUT (DOUBLE SPACED BETWEEN EACH
ITEM)
ITEM DESCRIPTION
1. PRESSURE MAINLINE
2. SHRUB HEAD
3. ETC.
MANUFACil}RER
LASCO
RAINBIRD
ETC.
MODEi NO
SCH. 40
ETC
. 3 EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED WITHOUT THE PRIOR APPROVAL 01'
THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR MAY BE REJECTED AND SUCH
MATERIALS REMOVED FROM THE SITE AT NO EXPENSE TO THE OWNER/DEVELOPMENT
.4 APPROVAL OF ANY ITEMS, ALTERNATIVE. OR SUBSTITUTION INDICATE ONLY THAT THI:
PRODUCT($) 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 3. GUARANTEE
.1 SUBMIT WRITTEN GUARANTEE IN APPROVED FORM THAT ALL WORK SHOWINC,
DEFECTS IN MATERIALS OR WORKMANSHIP WILL BE 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''.,
LETTERHEAD AND CONTAIN THE FOLLOWING INFORMATION:
A. GUARANTEE FOR IRRIGATION SYSTEM -(PROJECT NAME) WE HEREBY
GUARANTEE THAT THE IRRIGATION SYSTEM WE HAVE FURNIS!-IED AND INSTALLED FOR (PROJECT
NAME) IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP, AND THE WORK HAS BEEtJ
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 YEAfl
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 TH 1'
OWN,:R:DEVELOPMENT WE SHALL MAKE SUCH REPAIRS OR REPLACEMENTS WITHIN A
REASONABLE TIME, AS DETERMINED BY THE OWNER/DEVELOPMENT, AFTER RECEIPTS 01'
WRITTEN NOTICE. IN THE EVENT OF OUR FAILURE TO MAKE SUCH REPAIRS OR REPLACEMENTS
WITHIN A REASONABLE TIME AFTER RECEIPT OF WRITTEN NOTICE FROM THI:
OWNER/DEVELOPMENT, WE AUTHORIZE THE OWNER/DEVELOPMENT TO PROCEED TO HAVF SAID
REPAIRS OR REPLACEMENTS MADE AT OUR EXPENSE AND WE WILL PAY THE COSTS AND
CHARGES THEREFORE UPON DEMAND.
B. PROJECT: (PROJECT NAME)
C. LOCA TtON: (LEGAL DESCRIPTION OF PROJECT PROPERTY)
SIGNED _____________ TITLE:
ADDRESS. __ -···----______________ _
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TELEPHONE:--_-_-----~~~~~~~===~~~~~~~~~--~-~~~~----~~~----~-
DATE AND
SIGNATURE. _______________ _
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OBSERVATION:
lliS.EECTION SCHEDULE
IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS
REQUIRED AND/OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO Bl:
PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE LANDSCAPE
ARCHITECT OR LANDSCAPE COORDINATOR. THE CONTRACTOR IS RESPONSIBLI'
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UPON COMPLETION OF EACH INCREMENT OF WORK, ALL REQUIRED INFORMATIOtl
AND DIMENSIONS SHALL BE TRANSFERRED TO THE RECORD DRAWINGS FACILITIES
AND ITEMS TO BE LOCATED AND VERIFIED ON THE RECORD DRAWINGS. SHOW
DIMENSIONAL LOCATION AND DEPTH OF THE FOLLOWING:
A. POINT OF CONNECTION
B. ROUTING OF IRRIGATION PRESSURE MAINLINES (DIMENSION MAXIMUM 10
FEET ALONG ROUTING AND ALL DIRECTIONAL CHANGES)
PART 2 -PRODUCTS
2.1
2 .1 . 1
MATERIALS:
PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE
NOTED'.
FOR NOTIFYING THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR;1Ni>,rlt?I rf ~&0 J.i>N~l'e
1NADVANCE FOR THE FOLLOWING INSPECTIONS, ACCORDING TO THE TIME INDICATED: IN!>f~
C. GATE VALVES.
D. IRRIGATION CONTROL VALVES 1 POLYVINYL CHLORIDE PIPE POTABI E·
A.
8. c.
D.
E
F.
G.
H.
PRE-JOB CONFERENCE-7CALENDAR DAYS
LAYOUT OF CONTROL EQUIPMENT, SPRINKLER HEADS AND PIPING-32 HOURS
PRESSURE MAINLINE INSTALLATION AND TESTING -32 HOURS
LATERAL TRENCH DEPTH CHECK -32 HOURS
COVERAGE TEST -32 HOURS
FINAL INSPECTION -4B HOURS
NOTIFY THE CITY OF c;:p,_~LSBAD 24 HOURS IN ADVANCE OF BEGINNING OF
WORK.
NOTIFY THE CITY O£..Q..ARLSBAD 24 HOURS IN ADVANCE OF BEGINNING
CONSTRUCTION
WHEN INSPECTIONS HAVE BEEN CONDUCTED BY OTHER THAN THE LANDSCAPE
ARCHITECT OR THE LANDSCAPE COORDINATOR, SHOW EVIDENCE OF WHEN AND BY
WHOM THESE INSPECTIONS WERE MADE
NO INSPECTION WILL COMMENCE WITHOUT AS-BUILT DRAWINGS. IN THE EVENT THI:
CONTRACTOR CALLS FOR AN INSPECTION WITHOUT AS-BUILT DRAWINGS, WITHOUT
COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THI'
SYSTEM FOR INSPECTION, THE CONTRACTOR SHALL BE RESPONSIBL_E FOF1
REIMBURSING THE LANDSCAPE ARCHITECT OR THE LANDSCAPE COORDINA roR A (
THE RATE OF $95 00 PER HOUR (PLUS ANY TRANSPORTATION COST) FOR THI,
INCONVENIENCE . NO FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS
CHARGE HAS BEEN PAID.
TESTING:
GENERAi -
FURNISH ALL NECESSARY TESTING EQUIPMENT AND PERSONNEL TO MEET TESTING
REQUIREMENT
COf1RECT ALL DEFECT AND RETEST UNTIL ACCEPTANCE BY OWNER.
TESTS
MAKE HYDROSTATIC TESTS ONLY IN THE PRESENCE OF THE REPRESENTATIVE 01'
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 PRESSURE MAINLINES UNDER A HYDROSTATIC PRESSURE OF 150 P.S.1 .
FOR A PERIOD OF TWO HOURS.
ALL TESTING SHALL BE APPROVED PRIOR TO THE INSTALLATION OF CONTROL
VALVES. HOSE BIB, OR OTHER VALVE ASSEMBLIES.
ADJUSTING SYSTEM
THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS ANcl VALVES
FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS,
ROADWAYS, BUILDINGS, WALLS AND OTHER STRUCTURES AS MUCH AS POSSIBLE .
IF IT IS DETERMINED-THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLI:
CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE. MAKE ALL
SUCH CHANGES OR MAKE ARRANGEMENTS WITH MANUFACTURER TO HAVE
ADJUSTMENT MADE, PRIOR TO PLANTING.
ADJUST CONTROL VALVES (BATTERY SYSTEMS) SO THAT THE MOST REMOTE
SPi11NKLER HEADS OPERATE AT THE PRESSURE RECOMMENDED BY SPRINKLEll
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 AND
ADEQUATE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO
CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLAN'.,
OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THI:
DRAWINGS WHEN IT IS O3VIOUSLY INADEQUATE OR INAPPROPRIATE, WITHOUT
BRiNGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT OR LANDSCAPE
COORDINATOR. THIS TEST SHALL BE ACCOMPLISHED BEFORE ANY GROUND COVEil
IS PLANTED. c-rrr OF c,<-,1'-1'S~ ~D5~ lt-lSl'EGTOf'..5t-W-l. t,g,~-1r fa..T 17MB Of" a,.,.'1':f'-l'->6e iMf.
FINAi ACCEPT ANGE
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 THI,
OWNER DOES NOT RELIEVE THE CONTRACTOR QF HIS RESPONSIBILITY 01'
WARRANTY.
MINOR ADJUSTMENTS
MINOR ADJUSTMENTS (LEVELLING AND CLEANING SPRINKLER HEADS, VALVE
BOXES, ETC. INCLUDING PROTECTION FROM VANDALISM) WILL BE MADE BY THI:
OWNER AFTER ACCEPTANCE OF THE SYSTEM AND DURING THE WARRANTY PERIOD
RECORD DRAWINGS
RECORD DRAWINGS
RECORD DRAWINGS SHALL BE PREPARED AND SHALL SHOW ALL CHANGES IN THE
WORK CONSTITUTING DEPARTURES FROM THE ORIGINAL CONTRACT DRAWING:,
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 REOtJ1~EMENTS OF THESE STANDARD SPECIFICATIONS,
SHALL BE APPROVED BEFORE IMPLEMENTING THE CHANGES IN THE
CONSTRUCTION CONTRACT. FAILURE TO RECEIVE PRIOR APPROVAL MAY RESULT ltJ
TERf.1ir<;A TION OF SERVICE.
RECORD ACCURATELY ON ONE SET OF BLACK AND WHITE PRINTS OF THE
IRRIGATION DRAWINGS, ALL CHANGES IN WORK CONSTITUTING DEPARTURES FROM
THE ORIGINAL CONTRACT DRAWINGS, INCLUDING CHANGES IN BOTH PRESSURE AND
NON-PRESSURE LINE.
UPON COMPLETION OF EACH INCREMENT OF WORK, TRANSFER ALL SUCH
INFORMATION AND DIMENSIONS TO THE PRINTS. RECORD CHANGES AND
DIMENSIONS IN A LEGIBLE AND PROFESSIONAL MANNER. WHEN THE DRAWINGS ARI'
APPROVED, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE SEPI/\
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.
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E. OTHER RELATED EQUIPMENT (AS DIRECTED BY THE LANDSCAPE ARCHITECT)
MAINTAIN AS-BUILT DRAWINGS ON THE SITE AT ALL TIMES. THESE DRAWINGS ARI:
SUBJECT TO INSPECTION AT ANYTIME.
MAKE ALL CHANGES TO REPRODUCIBLE DRAWINGS IN INK (NO BALLPOINT PEN) US!c
ERADICATING FLUID WHEN REDOING DRAWINGS. CHANGES AND DIMENSIONS SHAU.
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 COMPLETION OF CONSTRUCTION
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 QUANTITY. PROPERLY PREPARED
IN FOUR (4) INDIVIDUAL BOUND COPIES DESCRIBE THE MATERIAL INSTALLED lrl
SUFFICIENT DETAILS TO PERMIT QUALIFIED OPERATING PERSONNEL TO
UNDERSTAND, OPERATE AND MAINTAIN ALL EQUIPMENT. INCLUDE SPARE PARTS
LIST AND RELATED MANUFACTURER INFORMATION FOR EACH EQUIPMENT ITEM
INSTALLED. EACH MANUAL SHALL INCLUDE THE FOLLOWING
A. INDEX SHEET STATING CONTRACTORS ADDRESS AND TELEPHONE NUMBER
B. DURATION OF GUARANTEE PERIOD
C. LIST OF EQUIPMENT WITH NAMES AND ADDRESSES OF MANUFACTURER·S
LOCAL REPRESENTATIVE
D. COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL MAJOR
EQUIPMENT.
IN ADDITION TO THE MAINTENANCE MANUALS, PROVIDE THE MAINTENANC[:
PERSONNEL WITH INSTRUCTIONS FOR MAJOR EQUIPMENT AND SHOW WRITTEIJ
EVIDENCE TO THE LANDSCAPE ARCHITECT OR LANDSCAPE COORDINATOR AT THE
CONCLUSION OF THE WORK THAT HIS SERVICE HAS BEEN RENDERED .
CHECK LIST
COMPLETE THE FOLLOWING CHECKLIST AT THE END OF THE PROJECT, USING THE
FORMAT SHOWN:
A. PLUMBING PERMITS (IF NONE REQUIRED, SO NOTE)
B. MATERIALS APPROVAL
C. PRESSURE MAINLINE TEST (BY WHOM AND DATE)
D. AS-BUILT DRAWINGS COMPLETED (RECEIVED BY AND DATE)
E. MATERIALS FURNISHED (RECEIVED BY AND DATE)
F. SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS (RECEIVED BY AND
DATE)
G. WRITTEN GUARANTEE BY CONTRACTOR (RECEIVED BY AND DATE)
FORWARD SIGNED AND DATED CHECKLIST TO LANDSCAPE ARCHITECT Ofl
LANDSCAPE COORDINATOR BEFORE FINAL ACCEPTANCE OF PROJECT.
GENERAi BfotJIREMENTS·
CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND
REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANv
REQUIREMENTS OF THE DRAWINGS ANJ SPECIFICATIONS, NOT CONFLICTING
THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN. UNLESl,
WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY TH~ AGENCY
EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA
DUE TO EXISTING UTILITIES. CONTRAC roR SHALL BE RESPONSIBLE FOR DAMAGES
CAUSED BY HIS OPERATIONS.
CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN otJ
THE DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGE'.,
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 AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE
INSTALL.ED DIRECnY 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 4H
HOURS IN ADVANCE, IN WRITING FROM THE OWNER/DEVELOPMENT THE
CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER/DEVELOPMENT.
AS TO THE EXACT LENGTH OF TIME OF EACH SHUT-OFF.
CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS.
THE WORK SHALL BE ACCEPTED IN WRITING WHEN THE ENTIRE SCOPE OF WORI(
HAS BEEN COMPLETED SATISFACTORILY TO THE OWNER. JUDGING THE WORK, NO
ALLOWANCE FOR DEVIATION FROM THE ORIGINAL PLANS AND SPECIFICATIONS Will_
BE MADE UNLESS PREVIOUSLY APPROVED BY THE OWNER,
WHEN ANY ITEM APPEARS ON THE PLAN AND NOT IN THE SPECIFICATIONS, OR IN THI:
SPECIFICATIONS AND NOT ON THE PLANS, IT SHALL BE CONSIDERED IN BOTH.
WHEN CONFLICTS ARISE, THE HIGHEST STANDARDS WILL PREVAIL.
THE OWNER OR HiS AUTHORIZED REPRESENTATIVE SHALL HAVE THE FINAL
AUTHORITY ALL ITEMS OF THE PROJECT"
APPROVED
ENGINEERING PLANCHECKER DAT\=
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(1) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL
VALVES AND QUICK COUPLERS. ALL ONE AND ONE HALF (1-112) INCHES AND SMALLE
SHALL BE TYPE 1, GRADE 2, (IMPACT MODIFIED), DESIGNED AS ASTM 1785-76,
SCHEDULE 40.
BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS
FITTINGS AND CONNECTIONS·
POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1,
SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGltl
COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDER THREAD
TYPE SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS.
MACHINE THREADED FITTINGS AND PLASTIC SADDL.E AND FLANGE FITTINGS ARE NOT
ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLl,OWING
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 85% RED
BRASS FITTINGS AND CONNECTIONS.
RISERS·
ALL SPRINKLER HEADS SHALL HAVE RISERS AND SWING JOINTS AS SHOWN IN THE
DETAIL DRAWINGS ALL RISERS AND SWING JOINTS SHALL BE MANUFACTURED BY
DURA OR EQUAL, SCHEDULE 40 FITTINGS.
ElillNGS·
FITTINGS, tN 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 TEES FOR THE INSTALLATION OF SWING JOINTS WILL BE INSTALLED WITH DURA,
LASCO TEE OR EQUAL.
ANGLE CONTROL VALVE
ANGLE CONTROL VALVES SHALL BE OF THE MANUFACTURER SHOWN ON THE
DRAWINGS OR APPROVED EQUAL. EACH ANGLE VALVE SHALL HAVE UNION.
VALVE BOX·
ALL VALVES INCLUDING PRESSURE REGULATING VALVES, HOSE BIBB VALVES
SHALL BE INSTALLED IN SUITABLE VALVE BOXES AS SHOWN IN DETAILS ALL SHALL
BE MARKED "PRV" OR "HB" RESPECTIVELY.
SPRINKLER HEAD·
SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED
EQUAL. ALL SPRINKLER HEADS ARE TO HAVE FACTORY BUILT IN CHECK VALVES.
INVERTED HOSE BIBB
SHALL BE OF THE STYLE AND MANUFACTURE SHOWN ON THE DRAWING, OR
APPROVED EOUAL. AND INSTALLED PER DETAIL DRAWINGS AND MANUFACTURER'S
RECOMMENDATION.
BACKFLOW PREVENTER· UNIT SHALL BE AS SHOWN ON PLANS OR EQUAL, AS
APPROVED BY ARCHITECT.
CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS
BACKFILL SHALL BE CLEAN FILL SOIL WITH NO ROCKS OR CLOD 112" OR LARGER.
CONTRACTOR SHALL PROVIDE TO THE OWNER:
FOUR (4) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD .
ONE LOOSE KEY FOR EACH HOSE BIBB.
PART 3 · EXECUTION ·
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GENERAL REQUIREMENTS:
LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND
SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET
EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND
STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE
INSTALLATIONS.
INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY
TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS.
LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITl[S AND RECEIVE THE
APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES.
REFER TO THE CITY OF CARLSBAD STANDARDS FOR POTABLE PIPE
INSTALLATION. ALL CITY CF CARLSBAD STANDARDS TAKE PRECEDENCE OVER
PLANS AND SPECIFICATIONS FOR THE PROJECT UNLESS NOTED AND APPROVED.
"AS BUil T"
RCE ___ _ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
I ~ET I CITY OF CARLSBAD ~:, •. l----+----~--------------------+---~f--------,f----+--------t 'J PLANNING DEPARTMENT ~
·-------------t----f----+---+-----t
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 26N
Ft:2.01-+t AY,IARA PHASE II i
/),.
Fo1,1rth Avenue Corporate Center ~ ~ 155'1 FcurthAvenue/Suile200 l----1----+---------------------jc---t----t----t-----t APPR0~~~,.,_._..,.··.:./7'..,.4/L-. 'A CA " /) 4 I'.: 1..,._., -~ Sao o;.,_o, CA 92101 1----+------+----------------+--+--1--------f----l , I Al .. /. V , , ,-'"' ]-/~ • 7 3 ., , / (6!9I 239·2<50/FAX 2J9-0l07 . ASSIS:AN'f·'PLANNJNG DIRECTOR DATE ·
:
La~ Architoctwre. P\aming 4t <?()-()3:J' ~D=WN===B==Y=:== -_=_ =_=_!_~';::::::::=::P::R:;;O::J:::E=c=T=N=o=. ::::::::::::;-;:D=R=A='M=N=G=N=o:::::;_
DATE INln"l DAlE INITIAL o.i.n: INITIAL CHKD BY,___ er so-~ 30 525_G-.:,J.....
ENGINEER OF WORK REVlSION DESCRIPTlON OTllER .'J"PROV,'.,L ar,-APPRO\/Al RVWD BY:
3.2 INSTALLATION OF IRRIGATION SYSTEM;
3.2.1 EXCAVATION AND BACKFILLING OF TRENCHES·
.1 EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRAD[:
WITH SUFFICIENT ROOM FOR PIPE FllTINGS, TESTING AND INSPECTING OPERATIONS
DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A
HYDROSTATIC TEST AS SPECIFIED.
2 DEPTH QE TRENCH· SEE IRRIGATION I EGEND
.3 TRENCHING THROUGH AflEAS WHERE TOPSOIi HAS BCEN SPREAD·
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(1) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH ANO SUBSOIL ON OPPOSITI,
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 ANO CLOD13
1/2" AND LARGER.
CONTRACTOR SHALL NOT INSTALL PIPE ACROSS CONCRETE DRAINAGE SWALE .
CONTRACTOR SHALL JACK OR BORE UNDER SWALE TYPICAL
INSTALLATION OF POLYVINYL CHLORIDE PIPE
BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION ltJ
HANDLING, LOADING AND STORING, TO AVOID DAMAGE.
THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED, AND SHALL
BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH
OF PIPE TO LAY FLAT so AS NOT TO BE SUBJECTED TO UNDUE BENDING on
CONCENTRATED EXTERNAL LOAD AT ANY POINT.
ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH
DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING.
TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE
TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS,
AND OTHER SHARP-EDGED OBJECTS.
PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING
SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES
TO SET BEFORE MOVING OR HANDLING. ALL 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 FOF1
EXPANSION AND CONTRACTION.
CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND
SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURINC;
TESTING
NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN
COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT
WELD SETTING AND CURING.
PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL
NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH.
PLASTIC TO PLASTIC JOINTS: SOLVENT-WELD, USING SOLVENT RECOMMENDED BY
PIPE MANUFAC:rURER ONLY
SOLVENT-WELD JOINTS: ASSEMBLE PER MANUFACTURER'S RECOMMENDATION .
INSTALLATION OF BRASS PIPE
CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN
ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL
CUTTER OF ANY DESCRIPTION REAM AND REMOVE ROUGH EDGES OR BURRS SO
SMOOTH AN UNOBSTRUCTED FLOW IS OBTAINED.
CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED
JOINTS WITH TONGS OR WRENCHES. CAULKING IS NOT PERMITTED.
VAIVES
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 POTABLE WATER STANDARDS.
VALVE BOX·
INSTALL VALVE BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE HOS[
BIBB VALVE PER BOX. VALVE BOXES INSTALLED NEAR WALKS SHALL BE 6" FROM
THOSE ITEMS.
ALL BOXES ARE TO BE MARKED AS TO THE TYPE OF VALVE
SPRINKLER HEADS
ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN .
NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR
CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN
THOROUGHLY TESTED. IMMEDIATELY AFTER WRITTEN NOTIFICATION BY TH[
ARCHITECT TO DO SO.
INVERTED HOSE BIBB·
INSTALL ALL INVERTED HOSE BIBBS AS INDICATED ON DRAWINGS AND AS DIRECTED .
SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 6 INCHES
FROM PAVING, WALKS, HEADERS OR CURBS, AND AS.SHOWN ON PLANS AND AS
DIRECTED.
BACKFl ow PREVENTER·
BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS,
AND SHALL CONFORM TO ALL APPLICABLE ,CODE AND ORDINANCE REQUIREMENTS
EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE
ARCHITECT.
CLEAN-UP:
AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND
REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT,
CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK HE
SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE
PLANTINGS
END OF SECTION
=---~m--,rnrr>lffll..,.. .. , ______ ,,UJ.!"'l!IW.l.1~------r---------------------.
I ' ( • --1 --, ' I • . I. ,_./ .. \.
"AS BUILT"
RCE EXP. ___ _ DATE
APPROVED j)-,,;Fl'·1·NTn • I .• ,\ I I \ • ' I· .• ,! ~ ·'· ·' ... ,
REVIEWt:D BY:
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
--------+-------+--+-------ii I S0T I CITY OF CAR LS BAD ~
PLANNING DEPARTMENT L.l.2_J ;:=:'.::::=:::'._"=====:=====::::'.....:::====:
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 26N
IARA PHASE II
Fou~h Avenue Corpo,,:e Con!or :='==£=2==.':)===L="=(\+=+====;;~ if= .. :::.=c
1$51 Fourth Avenue./Suitl!-200 I----+---+-------Al~
San Oi"90, CA 92101 I----+--+-------~---_-_-_-_·-_-_-_-~---_-_-_-_-_-_-_-_-_ --j-+ -_ -_ -_ -_ -_ --j+ -_ -_ -_ -_ --l½---1---_ -_ -_ -_ -1_;-_ -_ -_ -_ ----1---1 • . fhtu {) ?I 4, «5
(61 9) 239-2450/F AX 239-01 07 DIR lcCT c;. :-:--; ~-r=-~---,f!cA-':TE:±---:l'-='=-
1..arcsca;>e Arch,e:tuce • PianniC\) 41"' 0:}~ D?J:J 1 1-------+---+-------------------+----+---+----+------I ;:;:=;=;::::=;~==::Z:::::;-;====-:c-:::::::=
DWN BY: -~1~ PRO,JECi NO.~][DRA.WING N,0. ~~ ir~~ Gl-90~3 321$-CoL
OATE INJTI,t,1..
ENGINEER Of WORK
DATE INITI,t,i.. D,O. TE INlll,t,L
REVISION DESCRIPTION OTHER AP?ROV"1. an APPROV,t,L
IRRIGATION LEGEND
SYMBOL
XV\V
•
f)
[U]
DESCRIPTIf'\N1MANIIFAl"T11 REIMODEL NO
TORO 570S STREAM SPRAY W/35 DEG. NOZ F,H,Q.
INSTALL W/FACTORY CHECK VALVE
TORO 570S FLAT STREAM SPRAY W/10 DEG. NOZ. F,H.O.
INSTALL W/ FACTORY CHECK VALVE
CHAMPION #3D0 MANUAL CONTROL VALVE
1" SIZE FEBCO 825Y REDUCED PRESSURE BACKFLOW PREVENTER
AND 'WYE" STRAINER
RADIII~
13'
12'
1 ,;,_I
CHAMPION 1-401 LK HOSE BIB WI LOOSE KEY HANDLE(INSTALLED IN PLASTIC VALVE BOX)
1" WILKINS 70 SERIES REGULATING VALVE SET@ 75 PSI
3/4" DOMESTIC WATER METER BY OTHERS
CLASS 200 PVC LATERAL LINE (MIN. 12" COVER)
PSI "PM
20 1 8,L0,.60
30 1.8, 1.0,.60
sci lo, Jco
-----SCHEDULE 40 PVC MAINLINE (MIN. 18" COVER) FOR 1-1/2" AND SMALLER ANO CLASS 315 FOR 2" ANO LARGER
;~-::.=,,-\--·+ MANUAL CONTROL VALVE SIZE
\ . // VALVEGPM
'"·,, ... -· '" ., ..
( ) 1\ i 1' ,;
\ •. , ,!, '\ '., .. J. }
RCE __ _
APPROVED REVIEWED BY:
ENGINEERING PLANCHECKER DATE INSPECTOR
PRECIP.
RATE
.69
1 .13
I 13
DET. NO,
A
A
J,-...
I C
D
E
F
"AS BU IL T"
EXP. ___ _ DATE
DATE
J SH7EET j CITY OF CARLSBAD J SH,~~ j 1---1----+-----------------+--+---"-t---+---------t -PLANNING DEPARTMENT -....J
1---1-----+----------------+--+----t----t---------t
LANDSCAPE IMPROVEMENTS FOR: ,,r -~-~i~_os~1_r~=-_"-r--------,f----_ --1+--_ 7----+ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -~--1+ -_ -_ 1+ -_ -__r~~-t=-7---------1 PLANNING AREA 26N
~,✓-.,._-. fE2. .':>\+t:_A VIARA _PHASE II
" &'¥p., iil~f~-ajiiii-0~~.~---------------------------------------------------■----■~;.-.-■-■-■-■-■-■-■-■-■---.-.~------· ~L-____________________ ...._ __
· \l I S{J4 ~, KG\\ -f'\ Fourth Ave:1ue Corporate Centerf-------lf---+---------------+---t----t---+-----t ~ ~w • 6' 1, ' 1551 FourthA,enue/SuHe200 1-----lf----+----------------+--t----t----,------t APPR~/--·~·· . ,If. f ili,J. ,, 7-!'4 lf~ '' 0 · /I , San Di.,.,.,o, CA 9~ 101 • . ,~ It: ~· l---+--1-----~-----------t----+--+---t------t , / . / , "1 / ~' -I~ ~ I. • (619) 239-24o0/FAX239-0107
',l',s•~nat,) _a ~1/) -__J.._3-1---1-----+-----------------+--+--➔---+---I ~AS:;S;::IS:;;:,l::AN=T=P::;''E A1'JN=l=;NG"';::=D=IR=E=C;l{c)=R==~====:;.D::A':':T=E== ·====; ·= -~ l..anc=po Architectucs, P1am<9 TI o/)~ D30' r.
ii< ,, --" II DWN BY: j PROJECT NO. I DRAWING NO.
A DATE INITI.IJ.. RE\/lSI0N DESCRIPTION DATE INITI.IJ.. DATE INlll.lJ.. CHKD BY: ---C'1" :::)0 -SB ~ ~0L
ENGIN= OF WORK OTHER APPROVAi. CHY APPROV.IJ.. RVWD BY· .
s -
NOTE: FACTORY ASSEMBLED SWING JOINT
AS MANUFACTURED BY DURA, lASCO
OR EQUAL
IRR~~I;ON Mg~~t + SIZE G~xgE
iOO SERIES +007-9-0 3/4" SCH 40
570 SERIES -#005-9-0 1 /2" SCH 40
SOLVENT WELD
(SLIP X SLIP)
SOLVENT WELD
SWING X SLIP~-...,,
SCH 80
PVC PIPE ~,~"1<---c.A'III,,,, .:lG--'<
g(f ELL
(SWING X SWING)
EXTRUDED
3• SCH 80 NIPPLE
90' Ell (SLIP X SLIP)
90'ELl
(FIPT X SWING)
MALE FITTING ADAPTER
(SWING X SPIGOT)
SCH 80 PVC PIPE, 12•
SPRAY HEAD OR ROTOR HEAD
SPRING l DED CHECK VALVE
. AS REQUIR TO PREVENT
, LOW HEAD D INAGE; USE
FACTORY CHEC VALVE IF -
AVAILABLE -VERI WITH
LEGEND--------,,,~--
PVC FITTING----~
PVC LATERAL
(COVER AS
NOTED N
LEGEND)
6" MIN
C
(2) GAL V. BANDS
"FAST-LOCK"
OR EQUAL
PVC STREET ELL
~---''-----MAALEX STREET
ELL
SWING JOINT HEAD ON RISER
A
NOTES:
3
4.
5
6.
7
G
EXCEPT AS SHOW'J_ Ti,ERE SHALL BE NO FITTINGS OR CC/,1JEC110NS TO OTHER FACILITl,S BETWE E•~ THE l,\Ell, ~ ANJ BACKFLOW
ASSEMBLY
THI: BACK FLOW PRf:VEN~E.A ASSEl~BLY l~UST BE INSTALi ED A MINlk!UIJ OF (6"1 AND NOT TO EXCEED A 11.AXll,,IJl,,I CF TWO FEE 7 :2') FROM
THE 11,ETER EXCEPT WHERE TH:S \'vOJLO Ri'OUIRE THE 5ACKFl.0W 4SSEl,,IBLY TO BE :NSTALLED IN A PUBLIC RIGHT-OF-WAY, IN WHICH
CASE. THE BACKFLOW ASSEl✓,Bl Y l~UST iNSTAI.LEO A MAXll,,IUM OF TWO ct ET (2') INSIJE THE PROPE:RTY LINE.
TY?c K hARD OR TYPE L HARO COPPER OR BRASS WITH SOLDER JOINTS CR THREAOl::C: l,,IUST BE USED BUWccN THE lk:.TER AND BAC~SI_ OW ASSEl./2 3L Y _
PRECEDING THE NUM8E9 ONES.HUT OFF VALVE, CONNECTION i,,IUST BE I/ADE WITH A COPPER OR BRASS RiSEl1 OR BRASS 9C DEGREE
ELBOW SHUT OFF VALVE IAAY BE PRECEDED BY A COPFc9 OR BRASS Nl"PLE ANDIOR A BRASS UNION. RISER !,1UST BE MADE OF
SUFFICIENT LE'"JGTH THAT THE BO-r-OM OF THE BACKFLC>'I ASSEl~BLY IS TWELVE INCHES (12") TO THIRTY SIX ,NCH"S (36") ABO\/E GRADE
IN AN AREA NOT SUBJECTED TO FLOODING.
FOLLOWING THE NUMBER TWO SHUT OFF VALVE, THE CONNECT10N MUST BE l~AOE WITH A COPPER OP. BRASS 90 D[GRc E ELBOW TO A
CCPPER OR 8.C,ASS 90 JEGREE ELBOW. SHUT OFF VALVE MAY BE l'OLLOWED BY A COPPER OR BRASS NIPPLE ANDtOR A BRASS UNION.
RISER Mus~ BE 1!,ADE OF SUFFICIENT LENGTH THAT THE BOTTOM OF Tli[ BAC<."I ow ASSEMBLY IS TWELVE INCHES i12"") TO THIRTY-SIX
INCHES (36") ABOVE GRADE IN AN Af1EA NOT SU&JECTE:) TO FLOODING.
IF BACKFLOW ASS~MBL Y IS TO BE INSTALLED ON A SLOPE wI-:-H A HORIZONTAL ,0 VEf1-CICAL RATIO OF 4:1 CR GREATER, A TWO FOOT (2')
HIGH RETAINING WALL 1/,UST BE BUil -SURROUNDING THE ASSEIJ,Bl.Y ASScl~BLY MUST BE LOCATl'D IN .AN A~U, 1--IOT SU&JECT TO FLOODING.
ONLY THE REDUCED PRESSURE PRINCIPLE BACK FLOW PREVENTION ASSl'l~BLIES WHICH HAVE BEEN APPROVE cl 8Y THE S• ATE OF
CALIFORN:A DEFAfffl.!ENT OF HEAL TH SERVICE, MAY 3E USED O'J \\'ATER SERVICES WITHIN THE CARLSBAD MUNICIPAL WAER DISTRICT.
APPROVED BACK FLOW--~
ASSEMBLY WIBALL VALVE ~
~ONDING
(I '\(WHEN
JUMPER
RE 0.)
FINISH GRADE~
I'
BONDING JUMPER~,____
(WHEN REO.)
_;~NloN-_ -_ ---
, .
ll. 2
MAXIMUM
I \ \
12• MINIMUM
36' AXIMUM
D \,BACKFLOW ASSEML Y DEVICE
-1'~ TO SYSTEM
I
I -------PRESSURE REGULATOR
SEE DETAIL_.:...F __
-BACKFLOW PREVENTER
SEE DETAIL D
~--:i/ 4 METER BY OTHERS
EQUIPMENT ARRANGEMENT FOR-
P.O.C. AT RESIDENTIAL LOTS
I • I ' I
--UNION
NOT TO SCALE
HOSE BIBB
/
;'--------.--------------~~ LA MESA BLUEPrll"ll
· J=-o(3E. OE ~V/N_G __ EJC.
I 4-''.t -}-R:.,U~ I fl LAWN _ .
\
' 1r ---r1 -k-:~--;--I ,, --_. ··=-: _7f=IN. GR.
,. . : . ' . ' ' 4..1 _.-_. .:_; ~
~ ll} }::::._ :_
,1 t ~: ~l!..11
(f) l-l.t• c~u1· 1-10--E. 1 fl
SI-EE.VE l t!E 70 'vfAJ_____Vt::-WI
2!i?'flR4JJR.E ,I.
DETAIL MANUAL CONTROL VAL VE
VALVE BOX WITH COVER
MARKED"GV"(BROOKS
MODEL + 3-HL IN MEDIANS,
BROOKS MODEL +1419 WITH
SNAP COVER ELSEWHERE)
1/2" IN TURF AND 2•
IN GROUNDCOVER
AREAS
FNSH GRADE
PVC MALE ADAPTER
PVC MAfi-~~
(COVER AS NOTE
IN LEGEND)
2•K4•x24• REDWOOD-~
1 CU.FT. PEA GRAVEL------
4• MAX.
PVC MALE ADAPTER
NOTE: USE 45° ELLS !MME.DIA TEL Y OUTSOE OF VAL VE BOX, AS NECESS.l.RY,
FOR TRANSITION TO REOURED MANLJ,jE DEPTH.
F PRESSURE REGULA TING VALVE
APPROVED
ENGINEERING PLANCHECKER DATE
DA lE INITl"1..
ENGINEER Of WORI( REVISION DESCRIPTION
PTi\N'T'TtJC; "AS BU!L T"
-·'\-Ti.·-() .l'1 J __ , 1,
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
PA TE INITl"1.. OA TE INITI"1..
OlHER APPROVAi. CITY APPROVAL
+
HGll!l'I Mt:~APHICA
0 20
SCALE
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+
40 60 80
SEE L.ANDS_,_CAPE IMPROVEMENT
DRAWINGSfOR CARLSBAD
TRACT NO. 89-37 A VIA.RA PHASE II FOR
EXISTING LAND$C.(>,PE
SEE SHEET 26 DRAWING
NUMBER 318-9L .
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DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE 11 FOR
EXISTING L,!.liNDSCAPE
• SEE SHEET Z.7 DRAWING
NUMBER 318-9L
.:.,,.,L
~-SEE LANDSCAPE IMPROVEMENT
DRAWINGS FOR CARLSB~D .
TR.!ICT NO. 89-37 AVIARA PHASE II F°OR
EXISTING LANDSCAPE
+~I
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SEE SHEET 2 \ DRAWING
NUMBER .2~-9F / I
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Fourtt.'I Avenue Corporate Gentef
1551 Fourth Avenue/Suite 200
Sar, Oi~o. CA 92101
(619) 239-2450/FAX 239-0107
/
,
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i'.'.t.9 c2·
/
/
/
+
\
APPROVED
/
I
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\
Key· Map .1
I
CONTRACTQR SHALL BE RESPONSIBLE FOR THE REPLACE·MENT OF
PLANT MA~RIAL ON SLOPES DUE TO DAMAGE DURING THE
GfiADING'c PROCESS. THIS INCLUDES TREES SHRUBS
GRO~~bVER AND HYDROSEED MIX. ' '
Y TREES WILL BE REQUIRED PER P C RESO #3314
TION #16 ANO SHALL Bt= INSTALLt=D BY GUt=ST
. },f. LOPER.
1-\Pl=iF(0\1iD FOR IJLJ .. NTINC~
"L\ND IR:RIGJi.1'10i~ ONLY,
INCL,-UfJINC; !=i:F~E'.C.ISE:
LC)C,\rflON OF' PLi\N1'ING
PLANTING PLAN
"AS BUILT"
RCE __ _ EXP. ___ _ DAlE
REVIEWED BY:
ENGINEERING PLANCHECKER DATE -~ F' "C' " c• ~~-tD.:.~0-INSPECTOR DATE
~ ol--1,1:,.. 1<EN1~ ;3,z.
r----i---t-------------+---1------l~_j__J ~ CITY OF CARLSBAD I SHl~TS I
~====~~===~t==============================j=====t====t====±====:J ;::L2_j==::..:·===PL::::A:::N:::::N:::IN::::::G::::.:::::::D:::E:::P:::::AR::::™:::::::E:::N:::T==='-'=='=·~ '-':::! LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 26N
Landscape Art;:hit@Cl:1.1re • Planning #--9/--030 r==~t==t====================t==±===i===±==..J_J 'Ff:c.2."::>J.++ A).9ARA P~ASE 11
l7z.
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1#?:J
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......
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112,44'
•
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"1"""""""'""""""'""
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~-~ t-: , ,:::.;~'-~i
1. _\BONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF '.:\ \'-•.
PLANT MATERIAL ON SLOPES DUE TO DAMAGE DURING THE P·LANTING -PLAN-,
GRADING PR OC ES S. TH IS INCLUDES TR ~;-SE:.SS~.~S~H:u:Rl':U:!JB~S:..!''-------------r-------::~---.-..~----,
GROUNDCOVER AND HYDROSEED MIX. ' "AS BUILT"
STREET TREES WILL BE REQUIRED PER P. C. RESO #3314.
G,QNDITION #16 AND SHALL BE INSTALLED BY GUES
DEVELOPER.
1\ pp-:J . \7},' T) FO 1' D -f-1 NT'1···1 ~; (' c, l\() ... ,J_'_ .:' -\ l ~-'--' l~d
C1 Nf •: __, 1 ___ J 1 ,
APPROVED
ENGINEERING PLANCHECKER DATE
LO C 1AT'I O >T
r--iRECJSF~
flLA.NT'ING
RCE EXP. DATE
RE\IIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD ~ l---~--+----------------+--+----t----t--7 LiQJ PLANNING DEPAR'TMENT L..12.J
~~=:::::::::::::::::::::::::::::::::::::::::::::::::::::===~===:
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 26N ~ourth Aven1.1s Corpo(ate Center
1551 Fourth Avenue/SuUe 200
San OloQo, CA 92101
A PHASE_-ll
(619) 239-2450/FAX 239-0107 APPROVED
Landscape Architecture • Pfamning #9)-030 DATE ASSISTANT P~
DA'II'. ll'IIAI.
REVISION DESCRIPTION
Y: I DA'II'. ll'IIAL DA'II'. INl'IIAL CHKD BY: __ _
r,;D1HER;;;:,.;:;l;;R:;;<1¥~AL~r,a;l'~r~ .. ~F;:Ru;;;V.;:;M.;1 uR~V~'WD~.,EB!.,!Y.,;,.: ===l £MIN&P' a, -
PR~CT NO_ I DRAWING NO.
GT~-35 _ 325-Cd.--
0
TIGEA AEPROGAAPHICS
i
. SEE LA\IDSCAPE IMPROVEMENT-,--,----'.--~''•----------""'
· DRAW·ING'ii FOR CARLSBAD Til{ACT '· \
N_o. 89,~VIARA PHASE II F~
/ EXISTJ.\JG LAi:llDSCAPE \
~E SHf~,. ~(/ D .. FlA. Ww-JG ,,<-•.-.· . NtJl)(1~5-:;ll., ' , ~,
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'\Q, :'. ... /:
'i ~ r \ .. ~¾ I . \) ''.·
' l co 80
.,, \'
SEELANDSCAA>EIMPROVEMENT\y----'r.-------\,i.__
DRAWINGS FOR1: ARLSBAD TRACT
NO. 89-37 AVIA A PHASE 11 FOR
I +
EXISTING I_! NDSCAPE '
SEE SHEET.:;-;:;=:;!F--:-c DRAWING
Nl]MBE 318-9t~ .,,
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DRAWINGS FOR CARLSBAD TRACT
NO. 89-37 AVIARA PHASE 11 FOR
EXISTING LANDSCAPE'
11
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Fourth Avenu"" Cm .. porate Center
1551 Fourth Avenue/Suite 200
San Diego, CAa2101
(619) 239-2450/FAX 239-0107
Landscape: Ar'Chiteciure • P1Mning
A40 12
+
APPROVED
SEE SHEET ?f} DRAWING
NUMBER 318-9L 1
I
' I ' ' ' I I
\
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ENGINEERING PLANCHECKER DATE
I
' \
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\
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' \
'
"AS BU I LT"
RCE __ _ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
q :S ?J·ZI· 4 1--C> ~ ~
t----+--+------------+--+---+---+---LJLJ CITXAN~l!G ~~~~N~AD LJ2.J
DA ft 11,flTIAl
ENCINE;ER OF WORK REVISION DESCRIPTION
DA 1( IMllAL DA 1( INlllAl
OllO APPROVAL CllY APPIIOVAl
LANDSCAPE IMPROVEMENTS FOR:
-PLANNING AREA 26N
A VJA:RA PHASE ll
1/4 I
ASSISTANT DIRECTOR DATE
D BY: __ _
CHl<D BY: __ _
RVWD BY:
PRO..l:CT NO. I DRAIMNG NO,
OT 00-~ ws-rd--..
I r
I I
I
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St-CJPNQ2400
~.R.i!: AJ'J®
PART I • GE..H.E.BAL
1.1 SUMMARY:
THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS,
TRANSPORTATION AND EQUIPME.NT NECESSARY TO PHlfOAM THE WORK
INDICATED ON THE DRAWINGS AND AS SPECIFIED
. 1 RELATED WQRK;
IRRIGATION SECTION 02U1
1.2. SUBMITTALS:
UPON 8EING AWARDED THE PROJECT, CONTRACTOR SHALL SUBM T A LIST
OF SOIL AMf",DMENTS, FERTILIZERS, PL.0.NT MATERIALS, SF EDS, AND
SOD WITH QUANTITIES OF EACH WITHIN 15 DAYS FROl,I AWARD OF
CONTRACT.
1 .">. GUARANTEES AND REPLACEMENTS:
. ,
.3
SHRUBS, VINES AND GROUNDCOVERS SHALL BE GUARANTEED TC
REMAIN riEALTHY AND VIGOROUSLY GROWING FOR ONE GROWING
SEASON OR SIXTY (60) D/\YS, WHICHEVER COMES FIRST.
ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS
CONTRACT SH.ALL BE GU.ARANTEED TO LIVE IN A H~AL THY
CONDITION FOR A PERIOD OF ONE (1) YE.AR FROI.' DATE OF FINAL
ACCEPTANCE OF PROJECT. IF TREES ARE ALSO SUPPLIED BY -,-HE
OWNER, THE GUAR/\NTEE SHALL APPLY AS STATED .ABOVE.
ALL PL.ANTS FOUND TO !!E DEAD ANP ALL PL.ANTS NOT IN ,,_
VIGOROUS CONDITIOli NOTED WITHIN THE GUARANTEE PERIOD
SHALL flE REPL,.CEO WITHIN FOURTEEN (1~) DAYS.
PL.ANTS USED FOR REPl.ACEMENT SHALL BE THE SAME KIND AND
SIZE AS SPECIFIED IN THE PL'-NT UST. THEY SHALL BE FURNISHED,
PL.ANTED AND FERTILIZED AS ORIGINALLY SPECIFIED. AT NO COST
TC OWtiER.
1 .4 OBSERVATION:
.1 OBSERVATIONS HEREIN SPECIFIED SHALL BE II.ADE BY THE
.,o
. 11
A. ALL PLANTS NOT CONFORMING 10 THE REOI.JIFIE ... ENTS
HEREIN SPECIHED SHALL BE CONSIDERED DEFECTl~E. AND
SUCH PLANTS WHETHER IN PLACE OR HOT, SHALL BE
MARKED AS REJECTED AND BE Ill.MEDIATELY REMOVED FROM
THE SITE Of THE WORK AND REPLACED WITK ACCEPTABLE
PLANT MATERlt.LS THE PLAliT .. AT[AIALS SHlLl M[[T ALL
APPLICABLE INSPECTIONS REQUIRED 'IY LlW .ALL PLANTS
SHALL BE OF THE SPECIES, \IARIET'I, SIZE., AGE, HOWER
COLOR AND CONDITION AS SPE.CIFIED HEREIN AND10R AS
INDICATED ON THE DRAWINCiS. UNDER NO CONDITION WILL
THERE BE ANT SUBSTITUTION OF PI.ANl SPECIES, VARIETY,
OR REDUCED SIZE FOR TMOSE LISTED ON THE ACCOMPANYING
DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT or THE ARCHITECT.
UTILITIES
A. ALL UTILITIES (WATER AND ELECTRICITY) USED DURIN(i THE
INSTALLATION OF THE LANDSCAPING AND IRRIGATION
SYSTEMS FOR THIS PROJECT SHALL IE PAID FOFi IY THE
CONTRACTOR. DURING THE 60-DAT liAAINTENilNCE PERIOD.
THE OWNER SHALL .E RESPONSIBLE FOR PAYMENT or THE
UTILITIES,
PROTECTION OF El\lSTING TREES SHRUl!S AND YINES:
A. IT IS THE INTENT OF THE PROJECT THilT CERTAIN EXISTING
PLANT IIATERIALS SHALL IE AETAINED PRIOR TO l'HE
REIi.OVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER
WITH THE ARCHITECT TO DETERMINE THOSE PLANTS THAT
ARE TO REMAIN.
B. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECl
SHALL IIE TAGGED AND IDENTIFIED IY THE CONTR.ACTOR
PRIOR TO START OF WORK.
C.
D.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT
ARE TO REMAIN Iii THE PROJECT. DAM,.G[ TO A PLANT WHICH
RESUL'fS IN DEATH OR PERl.',ANEt;T DISFIGURATION SHALL
RESULT IN THE COMPLETE REMOVAL OF THE PLANT,
INCLUDING ROOTS, FROM THE SITE BY THE CONTR,lCTOR, AND
THE CONTRACTOR, AT HIS OWN EXPENSE SHlLL REPLACE
THE PLANT WITH ONE OF EQUAL VALUE AS ESTASllSHED BY
THE ARCHITECT, OR REIMBURSE THE OWNlR THE COSl OF
SAID REPLACEMENT. THE ARCHITECT SHALL BE THE SOLE
JUDGE Of THE CONDITION OF THE PLANT.
ALL EXISTING TREES THAT ARE TO REMAIN SHALL l!E
PROTECTEO AT ALL TIii.ES FROM DAl/.,lGE BY WORKERS AND
EOUIPMENT ALL DAM.GE llY THE CONTR,1,CTOR TO EXISTING
PLANTS SHALL BE REPAIRED AT THEIR EXPENSE BY
PERSONNEL AFPROVED BY THE ARCHITECT.
5
1 .8.
ARCHITECT. THE CONTRACTOR SHALL REQUEST OBSERVATION IN
WRITllolG, IN ADVANCE OF THE TIME OBSERVATION IS REQUIRED.
. 2 OBSERVATION WILL BE REOUIRED FOR THE FOLLOWING PARTS Of
THE WORK:
A. PRE-CONSTRUCTION MEETING.
B. INCORPORATION Of SOIL CONDITIONERS AND FERTILIZERS
INTO THE SOIL.
C. UPON THE COMPLETION OF GRADING PRIOR TO PLANTING.
D. APPROVAL Of PLANT MATERIALS.
E. WHEN TREES AND SHRUBS ARE SPOTTED IN PLACE FOR
PLANTING, BUT BEFORE PLANTING HOLES ARE EXCAVATED.
f. ORIENTING SPECIFIED TREES.
G. VERIFICATION OF FINISH GRADES.
H. APPUCATION OF PAE-EMERGENT HERBICIDE.
I. PRE-11.AINTEN.ANCE OBSERVATION.
J WHEN P~ANTING, AND AI.L OTHER INDICATED OR SPECIFIED
WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN
COMPLETED, ACCEPTANCE ANO WRITTEN APPROVAL SHALL
ESTABLISH BEGINNING OF THE MAINTENANCE PERIOD. THIS IS
NOT A FINAc OBSERVATION OR ACCEPTANCE, ANO IT DOES
NOT REUEVE THE CONTRACTOR FROM ANY OF THE
RESPONS:BILIT!ES IN THE CONTRACT DOCUMENTS FOR THIS
PROJECT .
flli.A..l_Q_!is.E..6.Y.AIJ.Q.l:i TO B[ HELO AT THE COMPLETION OF THE
60·DAY MAINTEl-,ANCE PERIOD. THIS OBSERVATION SHALL
ESTABLISH THE BEGINNING PATE. FOR THE ONE-YEAR
GUARANTEE OF ALL TREES
3 ACCEPTANCE. UPON COMPLE.TION OF THE FIP,AL OBSERVATION AND
'rHE WORI( OF THIS SECTION, THE CONTR,1,CTOR WILL BE l<OTlflED IN
WRITING, (1) WHETHER THE WORK IS '°'CCEPTABLE; ANO (2) OF .ANY
REQUIREMENTS NECESSARY FOR COMPLETION AND '°'CCEPTANCE.
THE CONTRACTOR OR HIS .AUTHORIZED REPRESENTATIVE $HALL BE
ON THE SiTE AT THE TIME OF EACH OBSERVATION.
WAINTENANCE·
. 1 THE MAiNTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL
LANDSC.APE IRRIGATION WORI( ON THIS PROJECT IS COlo/.PLETED,
CHECKED, ACCEPTED, AND WRITTHI APPROVAL FROM THE
ARCHITECT IS GIVE". TO BEGIN THE ... AINTENANCE PERIOD, AND
G
THE CONTRACTOR SHALL INSURE TH,lT .. 0 FOREIGN
MATERIAL ANDIOA LIQI.JIO. SUCH AS PA-INT. CONCRETE,
C[ME"'T, OIL, TURPE.f,ITINE, ACID OR THE lli".E., I![ DEPOSITED
OR ALLOWED TO IBE DEPOSITED Ot< ANY SOIL WITHI'-THE DRIP
LINE (THE OUTSIDE EDGE O< THE FOLIAG~ OYERHANGi OF AtlY
TREE OR SHRUB. OR WITHIN f"' Of THE TRUNK OF A VINE
SHOULD ANY SUCH POISONING OF THE SOIL OCCUR, THE
CO,.TRACTOR SHALL REMOVE 5,1,10 SOIL AS DIRECTED BY THE
ARCHIHCl ANC REPlilCE WITH ACCEPTABLE SOIL AT NO
EXPENSE TO THE OWNER.
EXCAVATION ADJACENT TO EXISTING TREES A.HO SHRUBS:
WHERf IT rs NECESSARY TO EXCAVATE Iii CLOSE PROXIMITY
TO EXISTl"IG TREES AND SHRU!!S. ALL POSSIBLE CAUT-ION
SHALL IE EXERCISED TO A\IOID INJURY TO ADOTS AND
TRUN•. EXCAVATIO" CLOSE TO TREES SHALL IBE llY HAND,
TUNNELING UNDER ROOTS 2" AND LARGER IN DlilMETER.
CUTTl"G Of AOOTS 2" AND LARGER SHALL BE ONLY ON THE
APPROVAL OF TH[ ARCHITECT
PAINT CUT l'IOOTS WITHIN U HOURS, WHEAt TH!S
f>OSSll!LE. l(EEP THE SITE OF EXCAVATION ADJACENT
TREE S'1ADED WITH MOIST IURLU' OR CAHYAS
IS NOT
TO THE
INVOICING OF i"LANT MATEl'IIALS AND SOIL PREP,-RATION AND SOIL
PREPARATION CONFORMANCE TEST:
. ,
.2
AFTER INSTALLATION Of PLANT IIATERIALS, 11.Jl f>RIOR TO THE
PRE-MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE
HERETOFORE &PECIFIEO SIGNED COPIES or THE RfOUIRED
CERTIFICATES, TRIP SLIPS AND INVOICES FOR THE PLANT
MATERIALS AND RELATED ITEMS, $HALL INCLUDE SUCH 1,0.TERIAL,
COMPARING THE TOTAL AREA ANDIOR THE AMOUNTS SPECIFIED. IF
THE MINIMUIII AMOUNTS HAVE .. OT !BEEN FURNISHED, THE
ARCHITECT WILL AEOUIRE TM[ INSTALLATION O, AOOITION.ll
MATERIALS TO FULFILL THE MiN!MUIII REQUIREMENTS SPECIFIED.
UPON DELIVEl'lY or t,IATER!Al.S AWD,OR COMPLETION OF ALL SOIL
CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING
OPER .. TIONS, TH[ ARCHITECT WITH THE HERETOFORE SPECIFIED
SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND
INVOICE;S FOR SOil. PREPARATION MA1'f:l'IIALS, $HALL INVOICE
SUCH "'•TERIAL, COMPARING THE TOTAL AREA OF EACH
OPERATION. IF THE MINIMUIJ RilTES OF APPLICATION HAVE NOT
BEE"' ""ET, THE ARCHITEC1 WILL REQUIRE THE DISTRIBUTION OF
ADDITIONAL OUANTITIES OF THESE MATERIALS TO FULFILL THE
1.7.
SHALL CONTINUE THEREAFTER FOR NO LESS THAN 60 CALENDAR
DAYS.
_ 2 THE CONTRACTOR SHAl..L CONTINUOUSLY MAINTAIN ALL INVOLVED
AREAS OF THE CONTRACT DURING THE PROGRESS Of THE WORK ANO
DURING THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF
THE WORK.
.3 REGULAR PLANTING MAINTENANCE OPERATIONS SH.ALL BEGIN
IMM(DIATELY AFTER EACH PLANT OR LAWN IS PLANTED. PLANTS
AND !..AWNS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION AND
IN A VISUALl..Y PLEASING APPEARANCE BY WATERING, PRUNING,
MOWING, ROLLING, TRIMMING, EDGING, FERTIL!ZING, RE•STAKING,
PEST AND DISEASE CONTROLLING, SPRAYING, WEEDING, CLEANING•
UP AND ANY OTHER NECF.SSAAY OPERATION OF MAINTENA"lCE.
LANDSCAPE AREAS SH.ALL BE KEPT FREE OF WEEDS, N.DXIOUS
GRASS, AND ALL OTHER UNDESIRED VEGETATIVE GROWTH AND
DftlRIS. ALL PUd-HS FOUND TO BE DEAD OR IN AN IMPAIRED
CONDITION SHALL BE REPLACED IMMEDI.ATELY WIH11N 3 DAYS. SEE
DRAWING FOR POST-FERTILIZATION [7•9•4) PROGRAM.
. 4 THE CONTRACT COMPLETION DATE Of THE CONTRACT M.AINTENAHCE
PERIOD WILL IIE EXTENDED, WHEN IN THE OPINION OF THE
ARCHITECT, IMPROPER MAINTENANCE AND/QR 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 WORI( IS COMPLETED
ANO ACCEPTABLE.
. 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
ADEQUATE PROTECTION OF THE AREAS DAMAGED AREAS SHALL BE
REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE,
LAYOUT OF 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, TD EST,.BLISH ALL REFERENCE POINTS SET FOR
CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH CIVIL.
ENGINEER DR.AWING$
GENERAL REQUIREMENTS:
. 1 THE TERM "PL.ANTING AREA'· SHALL MEAN ALL AREAS TO BE
PLANTED WITH TREES, SHRUBS, GROUNDCOVERS, SOD AND SEED.
. 2 ACTUAL PLANTING 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 LABOFi.lTORY FOR
COMPARISON 10 A CONTROL MIX. COST OF THE ABOVE TESTING llY
THE SOILS LABORATORY SHALL BE BORNE eY THE CONTRACTOR
. l AFTER LEACHING OPERATION, FOUR SOIL SAMPLES WILL IIE TAKEN
BY ARCHITECT AND SUB ... ITTED TO THE SOIL LABORATORY FOR
TESTING OF ECE AND PH COST OF THE ABOVE TESTING BY THE
SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR.
PART 2 · PRODUCTS
2., SOIL AIIIENDMENT AND FERTILIZER:
. ,
.2
.3
.S
SOIL CONDITIONER SHALL CONTAIN A SPECIAL ILEND OF O"'GANIC
FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE
WHICH LASTS t!P TO 10 VEARS IN THE SOIi.., A PORTION OF
INORGANIC '°'"'ENDMEHT THAT RESISTS FURTHER IREAl(DOWN, f'H
OF 5.S T.:J 6.S, SALINl'rY OF 3 (), ORGANIC ... A TTEJ\ (DRY WEIGHT
BASIS) ... ORE TH.l,li 80'1., NON-IONIC WETTING AGEWT .AND TOTAL
NITROGEN CONTENT OF 0,5,_ (LOAMEX, WIL•GRO, LIFE FOREST
HUii.US).
GYPSUM SHALL BE A
GYPSUM (CASO 2H20)
COMBINED SULFUR.
COMMl;:RCIALLY PROCESSED ANO PACKAGED
WITH llilNIMUM 80'>. GRADE CONTAINING 14'1.
IRON SULFATE (EXPRESSED
APPROVED BY ARCHllECT.
AS METALLIC) If'>,, OF OUAl.lTY
'
SULPHUR (SOIL) (ELEMENTAL! IP'>. OF QUALITY APPROVED llY
ARCHITECT.
FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC AND INORGANIC GRANULAA FERTlllZERS, FREE-FLOWING,
SUIT.l8LE FOR APPLICATION WITM AFPR0\1[0 EOUIP.ifNT, ,lND
SHALL CONTAIN THE FOLLOWING MINtMUl:I AVAILABLE
PERCENT.AGES 8Y WEIGHT OF PL .. NT FOOD:
NITROGEN
PHOSPHORIC
POT.ASH
ACID
MINIMUM
MINIMUM
MINIMUM
APl'HOVED
.4
.5
.7
8
.f
.7
DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT,
SHALL BE REMOVED FROM THE SITE UNLESS SPECIFICALLY
EXEMPTED IN WAil iNG.
PRIOR TO THE EXCAVATION FOR P)..ANTING OR PLACING OF PLANT
MATERIALS, LOCATE ALL UNDERGROUND UTILITY LINES STILL IN USE
AND TAKE PROPER PRECAUTIONS TO AVOID DAMAGE TO SIJCH
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 A.ND
ALL REPAIRS FOR DAMAGES RE SUL TING FROM WORK AS HEREIN
SPECIFIED.
GRAPING AND SOIL PREPARATION WORK SHALL IIE PERFORMED
ONLY PURING THE PERIOD WHEN BENEFICIAL AND OPTIMUM
RE SUL TS MAY BE 0B TAINEO. 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
INCRE.ASED OR REDUCED TO ACCEPTABLE LEVELS ANO THE
DESIRED RESULTS ARE LIKELY TO BE OBTAINED .
ALL SCALED DIMENSIONS ARE .APPROXIMATE. BEFORE
PROCEEDING WITH ANY WORK, CAREFULLY CHECK AND VERIFY ALL
DIMENSIONS AND IMMEDIATELY INFORM THE ARCHITECT OF ANY
DISCREPANCY BETWEEN THE DR ... WINGS ANDIOR SPECIFICATIONS
AND ACTUAL CONDITIONS.
QUANTITIES FOR PLANT M.ATERIALS ARE SHOWN FOR CONVENIEt;CE
ONLY, AND ARE "NOT GUARANTEED, CHECK AND VERIFY COUNT AND
SUPPLY SUFFICIENT t<UMBER TO FULFILL INTENT OF DRAWINGS .
ADEQUATELY $TAKE, BARRICADE, AND PROTECT ALL IRRIGATION
EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING
PROPERTY DURING ALL PH,t.$ES OF THE $OIL AMENDING AND
GRADING OPERATIONS
B .
C .
ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT
ON DRAWINGS 1S·GALLON AND LARGER SHALL IIE DELIVERED
TO THE F'ROJECT SITE FOR APPROVAL PRIOR TO
INSTALLATION.
THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES
NOT APPROVED.
THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE CAN
RETAIN THE SERVICES OF THE ARCHITECT TO REVIEW TREES
N" BOX SIZE AND LARGER l,,_GGED AT THE NURSERY ANDIOR
AT ITS Pl.ACE OF GROWTH, OR AS OTHERWISE SPECIFIED ON
DRAWINGS.
FERTILIZER (COMMERCIAL) SH.ALL 8E A LONG-LASTING CONTROLLED
RELEASE F'LASTIC·CC.ATED, UNIFORM IN COMPOSITION, FREE·
FLOWING SUITABLE FOR APPLICATION WITH APPROVED
EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM
AVAILABLE PERCENTAGES BY WEIGHT Of PI..AHT FOOD.
NITROGEN
PHOSPHORIC ACID
POTASH
21.0% t,IINIMUIII
00'>. MINIMUM
0.0-.. W.!NIMUM
FERTILIZER (COMMERCIAL) SH.ALL IIE A LONG-LASTING CONTROLL.ED
;\f;F'I<C)\1l(:I) F'C)J:,;> })f__,/\l\'J'lNC:: "AS BUil T"
AN T~ l f< Fz I c; ;\ r I' i O N O :\J T , '{,
l f \f c; L, ·111) I N C F) T:~ fi: C l S F: RC£ O(f' ----
LOC1\'_l'l()N C)},' ll[J!\l\J°'INC RE\l!E'ltOJ SY:
DATE
... INIMU~ APPLIC.ATION REOUIREMENTS SPECIFIED. ~ 1 CITY OF CARLSBAD ILELIS I
A S .AMPLE OF THE 5 0 IL A MEN OMEN TS SH AL l BE DE UV ERE O TO THE t:::::::::::::::t::::::::::::t:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::~==----1 -~---1------r ----w L_IU p LANN ING DEP A.R lMEN T I ts
ARCHITECT WITHIN 15 D,t,YS AFTER RECORDING OF THE CONTRACT ------f---~·--t---; '::::::::::==:'...':===::::::=::::::::==::=========::::...==::::::7
FOR SUBMITTAL TO A TESTING LABORATORY. .AFTER SOIL I----+---+,-------------------,----O L:"MCNTC: FOFl· :
.t\ 1:n:-~ 1\. s _ [NGINL'lnii'lG FLANCH[CK[R DATE INSPECTOR
AI.IENOMENTS HAVE •EEN THOROUGHLY MIXED INTO TH[ SITE, t----t----,.---.. ,----------------t~--,--·, .. ------1-----1 LANDSCAPE IMPR V -C: '-' -•
RANDOii. SAMPLES OF THE MIXEO SOIL WILL llE TAKEN .. ~~--: __ H_r __ -=:::=-·--------·-.---·-----·-.·~-~--+---+--------------,---1 --PLANNING AREA 26N
,i'"J11ll~~ 1------+---t-----------------i----+---t-------;---j I fl::-,?.91.-44-A,,,¥IARA ~HASE II '"'w.<~),,; __ UTS!(/ .. 0?,\ /__n l--+--+--------------+---1----1i---r-1r:-:·-·-·-,-~-/ I 1/ "-.." (':} r· . -,--\ '/ •---+--+-------------------+---t---t----r-, #\PPe'·,vn, _ _,; .. ;-,.,., .,/-') ,.,. 1. ~': I -c,, :,.,,--_ Fourth a,e:.ue Co,,,orate Genier t-'!::-//AP'/ /. /
I I'~~ L e; • u fk I' I . ' ;;; ,c:;:c:·:;c::'"" •rn "''"' ,.;; ""~"". """ "2'
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7 ~D~WN;=' ~B;Y~,~~--~-~_-'.:_~-~-~~l:::::::::~PR~O~..l:~C;::;T~N~0~.==11~1DR~~A~Wl;N~C~N~O~.
\\1'~13il fo ,:;:Z_-::,_ y/ l.J),-,, .. .cc,;:,e Arc.h,tc,ctu,c. Pis ,n,ng #-~ /·o,3C) E~()~/,. n:~~-~~'IIA!.~---~R~E~Vl~S~l~O:N~D~E~S~C=R~IP~Tl:O:t-~1
____ to:O~ ... ~":' ~A~l~~~o'IIA!.;vi..~: ~=:; ... ~:~-~IN!~on>J..~Vl,,;,_;·:!::~:y-,(:,:K:s=::~::i:_:_:_:_:_:: l==G=-,=-=SD;;;-;;;3~8;;;);;_ l SZ-5-Cd-. ¥(;)}'';;-:;:_· T~.c1,'l, :1/ , O<;,r,,.uJi 0f -=======~
1, "F_,iP -~..;.I[ ___ L [\.,.ic-:o~ -3[~ ./;;:,l._.~n 1L • . .. .
DATE
2.2
2.4
I
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE•
FLOWING, SUITABLE FOR· APPLICATION WITH APPROVED
EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM
AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD:
NITROGEN
PHOSPHORIC ACID
POTASH
16.0% MINIMUM
10.0% 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 !!Y WEIGHT Of PLANT FOOD.
NITROGEN
PHOSPHORIC ACID
POTASH
7.0% MINIMUM
9.0% MINIMUM
4.0% MINIMUM
. 9 PLANTING TABLETS SHALL !lE 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
. 1 0 SOIL ENHANCER SHALL BE SARVON.
PLANTING BACKFILL:
PLANTING BACKFILL IS PER THE SOil TEST RECOMMENDl>.TIONS /IND
PLl>.NTING llACKFILL SHALL llE A THOROUGHLY BLENDED MIXTURE OF
EXISTING SITE SOIL AND SOIL AMENDMENTS l>.T THE FOLLOWING MIXTURE:
SOIL CONDITIONER
SITE SOIL
11• CU. YD.
314 CU. YD.
IRON SULFATE
GYPSUM
1 LB.iPER CU YD. OF MIX
10 LBS.!PEA CU. YD OF MIX
STAKING MATERIALS:
STAKES SHALL BE OF LODGE POLE PINE THESE SHALL BE STRAIGHT
SHAFTS SHAVED AND CUT CLEAN AND BARE OF BRANCHES AND STUBS.
OF UNl"ORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES. FREE OF
LOOSE KNOTS, SPLITS OR BENDS STAKES SHALL BE NO LESS THAN TEN
(10! fEf;T IN LENGTH.
GUYING 1,1.tTERIALS:
. 1 GUY WIRES SHALL BE OF PLIABLE, ZINC·COATED STEEL OF NO. 12
GAUGE.
FOR TESTING. SOIL TEST SH/Ill MEET THE FOLLOWING
REOUIREME•HS:
ECE
PH
MAXIMUM 3.0 X 10.3
MAXIMUM 7.5
A PERCENT OF ORGANIC: MATTER SOIL TEST AFTER LEACHING
MAY BE REQUIRED BY ARCHITECT
C RE·APFLICATION OF SOIL AMENDMENT AND LEACHING
OPERATION SHALL BE REPEATED BY CONTRACTOR IF TESTS
SHOW _,._ NEGl>.TIVE RESULT. EXPENSE OF TEST, RE•
APPLICATION OF A SOIL AMENDMENT AND LEACHING
OPERATION SHALL BE BORNE BY CONTRACTOR
0. DfEP WATER LEl>.CHING SHALL BE DONE PRIOR TO THE
AP,>LICATION OF THE COl,IMERCIAL FERTILIZER 1-10-10.
E. NO PLANTING SHALL BE INSTALLED UNTIL APP ROYAL HAS
llEEN GIVEN BY THE ARCHITECT IN WRITING.
CARE SHALL BE TAl(EN THAT THE RATE OF APP(.ICATIOli OF WATER
DOES NOT CAUSE EROSION OR SLUFFIHG OF SOILS.
.5 ALL DEPRESSIONS, VOIDS, EROSION SCl>.RS. AHO SETTLED
TRENCHES GENERATED BY THE DEEP WATERING SHALL !IE fll.l.ED
WITH CONDITIONED TOPSOIL AND llROUGHT TO FINISH GRADE
FINISH GRADING:
.1 FINISH GR.-.DES SHALL BE AS INDICATED ON CIVIL ENGINEER'S
DRAWINGS
.2 FINISH GRADES SHALL BE MEASI.JRED AS THE F'INAL WATER·
COMPACTE.D AND SETTLED SURFACE C~ADES AND SHALL llE WITHIN
PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRIID[
LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING
.3 FINISH GRADES SHALL BE MEASURED l>.T THE TOP SURFACE OF
SURFACE MATERIALS.
. 4 MOLDING AND ROUNDlNG OF THE GR-'DES SHALL BE PROVIDED AT
ALL CHANGES IN SLOPE.
.5 ALL UNDULATIONS /1,ND IRREGULARITIES IN THE PLANTING
SURFACES RESULTING FROM TILLAGE. ROTOTILLING. AND All
OTHER OPERATIONS. SH/1,ll BE LEVELED AND FLOATED OUT
BEFORE PLANTING OPERATIONS ARE INITIATED
.6 THE CONTR.-.CTOA SHALL TAKE EIIERY PRECAUTION TO PROTECT
AND AVOID DAMAGE TO SPRINKLER HEADS. IRRIGATION LINES, AND
OTHER UNDERGROUND UTILI_TIES DURING GRADING ANO
CONDITIONING OPERATIONS.
2.5
3 S
. 2 ANCHORS (DEADMEN) FOR HOLDING GUY WIRES SHALL BE 4 INCHES
X 4 INCHES OF SOLID LUMBER, 1' · 6' IN LENGTH.
.3 HOSE FOR COVERING WIRE SHALL BE OF 2·PLY REINFORCED
RUllBER, USED OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/~ INCH
IN DIAMETER.
. 4 FL.-.GS, TO BE ATTACHED TO GUYS, SHALL BE OF SURGICAL TUBING,
118 INCH IN DIAMET(R AND FOUR FEET LONG, OF UNIFORM
THICKN~SS.
-5 TREE TIES SHALL BE BORDON CINCH-'flE OR APPROVED EQUAL.
PLANT MATERIALS:
. 1 NOMENCLATURE: THE SCIENTIFIC AND COMMON NO.IES OF PLANTS
HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN
"A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA",
PUBLISHED 6Y THE UNIVERSITY OF CALIFORNIA, COLLEGE OF
AGR1CUL TURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON
DRAWINGS .
. 2 QUALITY AND SIZE Of ALL PLANTS SHALL BE WO. 1, OF PINTO TAG
STOCK. THEY SHt.LL BE VIGOROUS. OF NORMAL GROWTH, FREE
FROM DISEASE, INSECTS, INSECT EGGS, AND ME.El OR EXCEED THE
MEASUREMENTS SPECIFIED. PINTO TAGS MUST BE SUBMITTED TO
THE ARC HITE.CT.
-3 CO!-iTAINER STOCK (1·GALLON, 5-GALLON, 15-GALLON. AND BOX
SIZES) SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX
MONTHS, BUT NOT O~ER TWO YEARS NO CONTAINED PLANTS THAT
HAVE CRACKED OR BROKEN BALLS OF EAATH, WHEN TA~EN FROM
THE CONTAINER. SHALL BE PLANTED, EXCEPT UPON SPECIAL
APPROVAL NO TREES WITH DAl,U,GED ROOTS OR BROKEN BALLS
SHALL BE PLANTED
. 4 PRUNING SHALL NOT BE DONE, PRIOA TO DELIVERY, EXCEPT BY
WRITTEN APPROVAL FROM THE ARCHITECT.
.5 INSPECTION OF PLANT l,IATERll>.LS, REQUIRED BY CITY, COUNTY OR
ST,O,TE AUTHORITIES, SHALL BE A RESPONSIBILITY OF TH[
CONTRACTOR. AND WHERE. NECESSARY CONTRACTOR SHALL HAVE
SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVF.RY OF
PLANTS TO SITE
. 6 PLANTS SHl>.ll BE SUBJECT TO INSPECTION, AND APPROVl>.l OR
REJECTIO!-i. AT THE PROJECT SITE AT ANY TIWc BEFORE OR DURING
PROGRESS OF WORK, FOR SIZE. VARIETY, CONDITION, LATENT
DEFECTS AND INJURIES
REJfCTED PLANTS SfiALL BE REMOVED FROM THE PROJECT SITE
IMMEDIATELY
. 7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT Tl1Al IF PROOF IS
SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, I>.
7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINl>.GE or THE
SITE WIT,_. /Ill SURF/ICE DRAINl>.GE AWAY FROM BUILDINGS. WALLS.
AND TOV,ARD ROADW,lYS. DRl>.INS. AND CATCH BASINS
. e FINAL GRADES S"All BE 1>.CCE PT ABLE TO THE ARCHITECT BEFORE
PLANTING OPE.R4TIONS Will BE ALLOWED TO BEGIN.
. i PLANTING SURFACES SHAll BE GRADED WITH NO LE.SS THAN ON[
(1) P[RCHiT SURFACE SLOPE FOR POSITIVE DRAINAGE l>.Wl>.Y FROW
/ILL llUILD1'1G:;
PLANTING·
. 1 THE LAYOUl OF LOCATIONS fOR PLANTS AND OUTLINES OF
GROUNDCOV[fi TO BE PLANTED SH/ILL 9E APPROVED ON THE srrt
BY THE ARCHITECT. PRIOR TO l"HEIR PLANTING
All SUCH LOCATIONS SHALL 9E CHECI\ED fOR POSSIBLE
INTERFERENCE WIT>< EXISTING UNDUIGROUND PIPING. PRIOR TO
EXCAVATION or HDL[S If UNDERGROUND CONSTRUCTION OR
UTILITY LINES ARE ENCOUNTERED IN THE EXCl>.V .. TION Or Pl.ANTING
AREAS. OTHER LOCATIONS FOR THE PLANTING 111._l BE IHlECTEO e, THE ARCHITECT DAMAGE TO EXISTING UTILITIES SHALL ,r TH[
RESPONSl!IJLITY o, THE CONTRACTOR
f'LANTJNG JBE.ES SHRVllL.Afill VINES
A. /1,Ll EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH
ROUGHENEO SURF/ICES AND SHALL !IE OF THE MINIMUM SIZES
INDICATED ON DR"-WINGS HOLES SHALL aE. IN All C!I.SES.
LARGE ENOUGH TO PERMIT HANDLING ANO PL!I.NTJNG WITHOUT
INJURY OR •REl>.><AGE Of "00T IALL$ OR IIIOOT6
• . EXCAVATION SHALL INCLUDE TH[ STRrPPING AND f;TAKll<G or
All ACCEFTABl E fiOIL ( NCOUNTERE:ll WITHIN THE AREAS TO
!IE EXCAVATED FOR PLANT PITS ANC PLANTING IEDS
PROTECT All AREAS THAT ARE TO •t TAUCKED OVEFI AND
UPON W'11CH SOil IS TO BE TEMPORAFIILY STAKED PENDING
rTS RE-USE FOR THE FILLING or HOLES. PITS, AND IIEDS
C. EXCESS SOil GENE FIA TED FROM THE PLANTING HOLES SH!I.Ll •E Sl'RE.AD ON THE SITE AS DIRECTED ltY THE ARC'11TECT .
D. PLANTS IN CAN CONTAINEFIS SH/ILL Hl>.VE THE Cl>.NS OPEWED •v CUTTING \IEl'ITICALLY ON OPPOSITE SIDES OF EACH CAN
WITH NURSERY CAN OPENEFIS, TIN SNIPS. OR OTHEI<
APPROYED INSTRUMENTS FOR THIS PURPOSE. All USED
CANS SHALl IIE RE.MOVED TO THE STORAGE AREA OR FROM
TH[ SITE DAILY
E. THE PLANT!, SHALl BE PLANTED AT APPROVED LOCATIONS
WITH THE HERETOFORE SPECIFIED CONDITIONER AND SOIL
PLANTING IJACKFILL. NO PLANT EXCEPT GROUNDCOVER
SHALL BE l'LANTED WITHIN THREE (3) FEET OF Sf'RINKLEA
PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST
EQUIVALENT SIXE, VAFUETY 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 CONOlrlON
OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED. AND IF
FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE
DEFECTIVE SAMPLE.
.1 0 IDENTIFY PLANT SPECIES OR VARIETIES CORRECTLY ON LEGIBLE,
WEATHERPROOF LABELS ATTACHED SECURELY TO THE PLANT.
THERE SHALL BE A MINIMUM OF ONE l.ABELED PLANT FOR E"CH 5
PLANTS 1"-A LOT.
.11 HYDRO-SEED l,IIX AND MATERIALS SHALL BE AS CALLED OUT ON
DRAWlt:GS.
. 1: GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED
CUTTINGS GROWN IN FLATS UNTIL TRANSPLANTING.
.13 PAE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, OYMID OR
EQUAL. . .1 ( WEED CONTACT SPR,t.Y SH/ILL BE ROUNDUP.
PART 3 · EXECUTION
3.1 SITE PRE.PARATION AND WEED ABATEMENT:
.1 GRUB AND CLEAN PLANTING AREA, REMOIIING DEBRIS AND ROCK
~ AND ERADICl>.TING WEEDS.
. 2 WEED ERADICl>.TION SHALL BE DONE TEN (10) DAYS PRIOR TO
COMME"t,;CEMENT OF ANY PLANTING OR IRRIGATIO~ WORK.
3 2 WEED ABATEMENT
. 1 UPON COMPLETION OF THE IRRIGATIO~ SYSTEM AND AFTER DEBRIS,
ROCKS AND EKISTING WEEDS AND GROWTH HAVE BEEN REMOVED
FROM Tl1E PL .. NTING ARE.A, APPLY 200 POUNDS OF COMMERCIAL
FERTILIZER 21•~0 PER ACRE
• 2 WATER ,lLL ARE,o,S EVERY DAY fOR TWENTY-ONE (21) CONSECUTIYE
DAYS AND UNTIL WEED SEEDS HAVE GERMINATED CEASE
WATERING fOR THREE (3) DAYS AND SPRAY NON-SELE.CTIVE
HERBICIDE "ROUNDUP'· TO ERADICATE THE GERMINl>.TED WEEDS .
TRANSLOCl>.TION OR APPROVED PERIOD SHOULD BE 7•10 DAYS .
NOTE. HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE
OF CALIFORNIA.
F .
H.
I.
J.
IC
l.
H-EADS NO TREE SHALL !IE PLANTED WITHIN 61)( (t) FEET OF
SPRINKLER HE/IDS.
THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON THE
l!ACKFILL MATERIALS WHICH HAS BEEN HAND-TAMPED /1,ND
WATER HAS SETTLED TO THE ROOT BALL BASE LEVELS
PRIOA TO THE PLACEMENl OF THE PLANTS AFTER SETTING
THE PLANTS, THE REMAINING B,i\CKFILL M,1,,TERIAl. SHALi IE
C1>.REFULLY TAMPED AND SETTLED AROUND EACH ROOT BALL
TO FILL ALL VOIDS.
EACrl TREE AND SHRUB SHAl.L BE PU•CED IN THE' CENTER Of
THE HOLE AND SHALL BE liET PLUMB AND HELD RIGIDLY IN
POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED
FROM AROUND EACH ROOT BALL.
ALL PLANTS SHALL •E SET AT SUCH /1, LEVEL THAT AFTER
SETTLING. THEY BE.AR THE SAME REL!I.TIONSHIP TO THE
SURROUNDING FINISH GRADE AS THEY •ORE TO THE SOIL LINE
GRADE IN THE CONTAINER. UNcfSS OTHERWISE NOTED.
PLANTING TABLETS SHALL IE !'LACED IN EACH !'LANTING
HOLE AT THE FOLLOWING II.ATES.
(1r5 GR-.M TABLET
(1)·21 GRAM TABLET
(J)-21 GRAM TA!ILETS
(5)·21 G\IIAM TABLETS
(1}-21 GRAM TABLET
PER LINER AHO FLAT SIZE l'LANT.
PER 1-GALLON CONTAINER
PER 6-GALLON CONTAINER.
PER 15-GALLON CONTAINER.
PER EACH ,-OF •ox Silt.
WO PLANT WILL •E ACCEPTED IF THE \11001 •ALL IS 91'\0KEN
OFI CR,lCKEO, EITHER •EFORE, DURING OR AFTER THE
PROCESS OF INSTALLATION.
ALL PLANTS SHALL Ill'. TH0R0U(;HLY WATERED IN TO THE
FULL DEPTH Of EACH PLANTING HOLE IMMEDlATELY Af'TER
PLANTING.
ALL Tl'IEES 15 GAL ANO SMALLER SHALL BE STAKED WITH
TWO LODGE POLE STAKES, DRIVEN INTO THE GROUND ON THE
WINDWAFIO SIDE OF THE TREE. THE STAKES SHALL •E
DRIVEN IN PLUME! AND SECURE. SPECIAL C/1,FIE SHALL ltE
TAKEN THAT THE DRIVIWG IN OF THE STAKE DOES WOT
DAMAGE THE TREE ROOTS OR ROOT BALL. TREE. TIES SHALL
BE FASTENED TO EACH TREE AND STAKE BY LOOPING FIGURE e·s WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES
3.3
Al'f'HOVED
. 3 RAKE AND HAUL OFF ALL DEAD WEEDS TO 1/.~ INCH BELOW THE
SURFACE OF THE SOIL.
. 4 IF PERENNIAL Wc~DS OR GRASSES STILL EXISr, RE-WATER EVERY
DAY FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW
GROWTH APPEARS. RE•APPLY A NON SELECTIVE HERBICIDE.
fl[MOVE W(EOS AFTER HERBICIDE HAS HAD A SUFFICIENT TIME TO
KILL .
SOIL CONDITIONING, FERTILIZING ANO ROTOTILLING:
. 1 AFTER THE AREAS HAVE BEEN DEEP RIPPED TO A DEPTH OF 8
INCHES, THE FOLLOWING RATES OF SOIL CONDITIONING AND
AMENDMENT M,O,TERIALS 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
AL TERNA TING PASSES. AMENDMENT MUST BE INTIM"'-TELY BLENDED
WITH SOIL.
"' . SOIL CONDITIONER
SOIL SULPHUR
IRON SULFATE
GYPSUM
5 CU. YD. PER 1,000 SQ. FT.
lO LBS. PER 1,000 SO. FT.
20 LBS. PER 1,000 sa. FT.
25-0 LBS. PER 1,000 SQ. FT.
RATE OF APPLICATION IS FOR BIDOING PURPOSES ONLY • SOIL
TEST MAY RE.DUCE OR INCREASE TOTAL SOIL /1,MENDMENT
YARDAGE ADJUSTMENTS (PLUS OR M!NUS) MAY BE
NECESSARY. THE RESULTS AND RECOMMENDATIONS OF THE
SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND
APPROVED BY THE CITY
B. FERTILIZER (COMMERCIAL): 1-10-10 SHALL BE APPLIED AT
THE RATE OF 40 POUNDS PER 1,000 SQUARE FEET AND
SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE.
fEATILIZER SHALL BE APPLIED AFTER LEACHING OPERATION.
C. SARVON SHALL BE APPLIED AT THE RATE OF 1 P:NT PER 1,000
SOUARE FEET SARVON 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 1-1 AND
STEEPER, OR AS PER THE DRAWINGS, OMIT SOIL CONDITIONER
APPLICATION AND TILLING
. 3 Q.f.~I.B._lE ACHING.
A. AFTER COMPLETE INSTALLl>.TION AND TESTING OF THE
IRRIGATION SYSTEM AND APPLICATION Of SOIL CONDITIOHING,
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 OPERATION, FOUR SOIL SAMPLES SHALL BE
TAKE.t. BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY
THE DIAMETER Of THE TREE AND BY TACKING THE BACK OF
THE TIE TO THE STA~E (SEE DETAILED DRAWINGS.)
ALL SPECIMEN TREES 24·· BOX AND LARGER SHALL BE GUYED
AS DElAILED.
THE STAKING ,t.ND GUYIHG SHALl BE ACCOMPLISHED IN SUCH
I>. MANNER AS TD INSURE THl PROPER AND HEAL ll<Y GROWTH
AND SAFETY OF TH[ PLANTS. PROPERTY. /1,ND THE PUBLIC.
ENGfNl..:EHING PLANCHECKEH DATE
"AS BUil T"
·1_) '-? ], C I ~::;1,· •, \. • "' --' ' . -' ' .. .I
RC£ ---[Xf'.
REVIEWED l!Y:
,,...,.._.._ ""'t'iw-Dl •~w.-..H'IIY ,nc. a .... wr,. vr •r."-,,._ 1u ,.,,'--.,.,.,..._.__ Af=->77 /J ~--1
{SEE DETAILED DRAWINGS) L~\_ d:<_ c"\:-i. INSf'[CTOR OATE
r----;---,.-------____;.· ·,----,--,--"-~--,r,:::::::::~=;:;;:;~~:::;:::::;;;:;;;::~~;;::1
l---+-~-----------t---t---t----t-~1~~---j~C_IT_Y_O_F_C_A_R_l.S_BA_D_i~t~s1 · IJ _ PLANNING Otf'AR'IMDIT -' l----+------l-------------------+-----+--+-----t------1 --~-----------------------, .-----------r-----------------LANDSCAPE IMPi'lOVEMl':.NTS FOR:
-Fourth Avenue Corparl'l:te Center
1'551 Fourth Avenue/Su1te200
San Dieigo. CA 92101
(6191 239-2450/FAX 239·0107
• -#-'9 /----02,0
---l-----,f------------------------+---t-----,t-----r-·-·PLANNING AREA 26N
---+---+---------------t---+---+----+-----1 ft2.9J.-44 /f\ VIARA PHASE JI
l>AT£ NllAL
!N"9Ea!Of-REVISION DESCRIPTION ~ N'PIIOV,',L aTY -OV,',L
DWN BY: , I
CHKD BY: ---1
RVW0 BY: _
J./4·1,1
DATE
PRD.ECT NO .
(e, T "9::)-36 I DRAWING NO_
. ;:2-f;,-G;L
' •
;
.
.3
...
0.
P.
THE .. C.i>NTRACTOR SHALL BE RESPONSIBLE FOR ALL
SURFJre'E AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY
AFFECT HIS GUARANTEE OF THE TREES, SHRUBS, AND VINES.
PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL
TREES, SHRUBS, AND VINES WHEN NECESSARY TO PRO\IIDE
THE SPECIFIED OR APPROVED STANDARP SHAPES, FORM
ANDIOR SIZES CHARACTERISTIC TO EACH PLANT. PRUNING
MAY INCLUDE THINNING, TOPPING, AND/OR CUTTING AND
SHALL BE UNDER THE DIRECTION OF THE ARCHITECT. CUTS
OVER 314 INCH IN DIAMETER SHALL BE PAINTED WITH
APPROVED TREE SEALANT.
0. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED AflD
PLANTED WITH A CRANE.
R. ALL TREES 24" BOX AflD LARGER SHALL BE SPOTTED IN
PLACE PRIOR TO THE DIGGING OF THE HOLE.
PLANTING GROUNDCOVEBS ·
,__ GROUNDCOVERS SHALL IIE PLANTED IN THE AREAS
INDICATED ON THE DRAWINGS. THE GROUNDCOVER PLANTS
SHALL BE ROOTED CUTTINGS GROWN IN FLATS, AND $HALL
REMAIN IN THOSE FLATS UNTIL TRANSPLANTING.
II. ALL GAOUflDCOVER PLANTS SHALL BE PLANTED WITfi SOIL
AROUND ROOTS IN STAGGERED ROWS. EVENLY SPACED AT
THE INTERV.A.LS CALLED OUT ON THE DRAWINGS
C. THE GROUNDCOVER PLANTS SH•LL BE PL•tHED
SUFFICIENTLY PEEP TO CO\IER .A.LL ROOTS AND " PLANTING
TAllLET SH.LL BE PLACED IN EACH PLANTING HOLE .A.ND
SHALL BE IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL
THE ENTIRE .A.REA IS SOAKED TO THE FULL DEPTH OF ALL THE.
HOLES.
0. THE GROUNDCOVER PLANTING AREA SHALL BE HAND-
SMO')THED AFTER PLANTING TO PROVIDE AN EVEN, SMOOTH
FINAL FINISH GRADE.
E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN
PLANT STEM WHERE SHRUBS AflD TREES ARE PLANTED.
HYDRO-SEEDING SHRUBS IRE.ES AND GRQUNDCOVEBS
A. IHDRO-SEED SHALL IIE APPLIED IN THE AREAS INDICATED ON
THE DRAWINGS AND AS CALLED FOR PFR MIX
ll. HYDRO-SEEDING EQUIPMENT: HYDRAULIC EQUIPMENT USED
FOR THE APPLICATION OF FERTILIZER, SEED, AND SLURRY OF
PREP.A.RED WOOD PULP OR FIBER SHALL BE OF THE "SUPER
C
HYDROSEEDER" TYPE AS APPROVED BY THE ARCHITECT.
THIS ECUIPMEflT SH.LL H•VE A BUILT-IN AGITATION SYSTEM
WITH AN OPERATING CAPACITY SUFFICIEflT TO AGITATE
SUSPEND, AND HOMOGENEOUSLY MIX A SLURRY COIH,.INING
1,200 POUNDS OF MULCH AND SEED. THE SLURRY
DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVEI-IT
STOPP.A.GE AND SHALL PROVIDE EVEN DISTRIBUTION OF THE
SLURRY. THE SLURRY TANK SHALL HAVE A MINIMUM
CAPACITY OF 1,350 GALLONS AND SHALL BE MOUNTED ON A
TRAVELlflG UNIT WHICH WILL PLACE THE SLURRY TANK AND
SPRAY NOZZLES WITHIN SUFFICIEflT 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 EOUIPMEPH OPERATOR SHALL SPRAY THE SOIL WITH ,i.
UNIFORM VISIBLE CO.A.T OF SLURRY. THE SLURRY SHALL BE
APPLIED IN A SWEEPING MOTION. IN AN ARCHED STREAM, SO
AS TO FALL LIKE RAIN ALLOWING THE WOOD FIBERS TO BUILD
UPON E.A.CH OTHER, UNTIL A COMPLETE. EVEN COVERAGE
COAT IS ACHIEVED.
0, HYDRO-SEEDED AREAS SHALL IIE KEPT MOIST "T ALL TIMES
20 · 2, DAYS AFTER PLANTING OR UNTIL THE NEW GROWTH OF
THE PLANTS IS SUFFICIENTLY WELL-EST.A.BUSHED AS PER
ARCHITECT'S .A.PPROVAL.
E HYDRO-SEEDED AREAS $HALL BE PROTECTED AGAINST FOOT
i TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDRO•
SEEDING IS COMPLETED BY PUICING WARNING SIGNS AND
TEMPORARY TWINE AND FLAGGING AROUND THE AREAS
F. RE-HYDRO-SEEDING OF BARE AREl>.S SHALL BE DONE THIRTY
(30) 0.1.YS AFTER INITIAL APPLICl>.TION
3,6 HERBICIDE APPLICATION
PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVEA ARE.A.S
ONLY BY A HERBICIDE APPLICATOR LICENSED BY THE STATE OF
CALIFORNIA II.ND IN ACCORDANCE: WITH Ml>.NUFACTUREA'$
SPECIFICATl0f1S. ARCHITECT SHALL BE NOTIFIED AND PRESENT .A.T THE
TIME OF THE APPLICATION.
3,7 CL.EAN UP,
AS PROJECT PROGRESSES, CONTRACTOR SHl>.Ll J"AINTAIN ALL AREAS IN
A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESS,.RY AFTER
COMPLETION OF PROJECT, CONTRACTOR SHALL REcMOVE ALL DEBRIS AND
CONTl>.INERS USED IN ACCOMPLISHING WORK. HE SHALL $WEEP AND
CLE.A.ti ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACE:NT TO
PL.ANTIN GS.
"AS BUil T"
ftC( OCP. OAT£
Ar,PFlOVED R(Vl(WCO 9Y:
ENGINEERING PLANCHECKER DATE INSP[CTOR
~/ ---------___ ;~~~.;~--+------------____J_-----1---~-1-----ICTr] I CITYLA2!G ~~~~JAD I [E
I LANDSCAPE IMPROVEMENTS FOR:
Four.h Avenue Corporate Cen1er
1551 Fourth A,,,enue/St,Jlte 200
Sa.n Di8QO, CA 92101
,;619) 239-2450/::::Ax 239-0107
Land~ Arch.tec.1ure • P:ann1ng ..:/f-9)--030
~·'""-------'-----~----------4-----------l-----------1----4------....... PLANNING AREA 26N
I----+--+-----------------+---+---4--------4---?E.2.91-+t-hVIARA f:HASE II
l----~-----1---------1------J._._---'--.j___---l I "'pp~~~/{{2/.JJ=---"'~=~~1L..i..-;,..!....'4-...L..t?.:.....
l-----+----+-------------------1-----'----1----..j_--.l I ASSI!> '""~~-OIRECTO!i/ ' DATE
o .. 11: NlW.. O.l 11: ..,TIAJ_ I 0~ 11'1 Y: . . 1 11 PRO.l:Cl NO I
i---occno;_;_:__ .. .J..1::..:mc:.::.::w-'l.=--+--=on-'----'-''-------'-'--ov-AL-'-I = =~: _ _ C,T 9 O-3b _ DA'll: NliAL
Uf -
REVISION DESCRIPTION
DRAWING NO.
32-5 -wi-,
'
LA MESA ElLUE~RINT
Pl.,ANT l_f:GEND
SY rv'l B OL __ BOT A_NJCA L NA ME... COMM ON NliTull; ____ .. ----·-____ .SLZ E ___ C() w1 fVl E NTS _______ JJ ET._ NO.
J_REES
EUONIC
lJC?.<oTY
PIN ELD
EUCALYPTUS NICOLII
UOLIIDH'l~ "$11ff01A-Ll.l-
PINUS ELDARICA
WILLOW LEAFED EUCALYPTUS
,0,.,1-1~ si.-\ =f" CSl:4 M
MONDELL PINE
SH_El__l.)__BS
CEA. FRO. CEANOTHUS FROSTY BLUE BLUE CEANOTHUS
. ~ m.. ~N/,J.-. ~Pi=511 'Prr-l\"--~N))>..
ft'o_F'I',',.. fr\OTI N/.L. ~ Nc+.i
RHU OVA RHUS 0VATA SUGAR BUSH
GflOUND COVER
GAZ SPL
DEL. ALB.
ACA. RED.
GJ\ZANIA SPLENDENS 'MULTI-COLOR' MUL Tl-COLOR Cl.UMPING GAZANIA
DELOSP[RMA ALBA WHITE TP.Alllf,G ICE PLANT
ACACIA REDOLENS NCN
HYDROSEED MIX #1
QUANTITIES OF LISTED PLANT MATERIALS ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.
CONTRACTOR WILL INSTALL PLANT >.1ATERIAL PER PLAN.
NOTES:
1. AREAS 3:1 OR FLATTER SHALL HAVE MULCH 3" IN
DEPTH. (SHALL BE SIMILAR OR EQUAL TO) FOREST
HUMUS, SEQUOIA PLANTING MIX, SHREDDED. CEDAR
BARK.
2. JUTE MATTING ON SLOPES SHALL BE REQUIRED V✓HEN
PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15.
3. TREES AND SHRUBS ARE TO BE SELECTED FROM THE
FOLLO\IVING NURSERIES. FINAL APPROVAL OF PLANT
MATERIALS WILL BE BY LANDSCAPE ARCHITECT (ONA,
INC.).
Bergen's Nakase Bros. Sunnyslope
John ~tryker Joann Shurlock Beth Stewart
(714) 528"0761 (714) 855-4388 (714) 532"1440
Cunning hams Sea Tree Pacific Coast Nursery
Larry Cunningham Jim Musselman Jim Borer
( 714) 646" 7191 (714) 586-8028 (714) 544-3001
Hillcrest Springtime V.illey Crest
Russ Kelly John Hatch Laurie Borer
( 1-800) 245-1276 (61 9) 455-6810 (818) 367-5803
Pardee Trees Norman's Yasuda
Ben Dunca Nancy Anderson Chip Li ever
(619) 756-3691 (619) 943-1442 (619) 262-0555
15 GAL
15 GAL
-~~~~---~--,
5 GAL.
'5(#.
"=, C.-',/>-,L.
5 GAL
Fe.ATS
FLATS
MIN, HT 8, MIN SP 3"
t"IJt-',.HT.bi n,N.Sf'5'
MIN.Hf 6', MIN SP 3'
FULL, BUSHY. GOOD COLOR
1, " JI 1,
" " " : '
FULL, ElUSHY, GOOD COLOR
PcANT @12· O.C.
Pl.ANT @12" 0 C
Pl.ANT@ 20' 0 C
SEE THIS SHEET FOR TYPE OF MIX
f.,
B
B
A
A
A
A
C
C
C
-
111,1m
J~I _
f I I!
--
""=LO~ j'1/ PT'
31 NIN, Dl8 N ~---~
FINl8-f G::i~ --------
/ .:J~--'(,\~ ----c-..:: ft4-..JTTNqf:ti.C,KfilL Ml><
. '. /' II\ ii\\\ -~i-------------'-~~-~N~ T~:r -
. ' / I I I '
2.X
I ',{';DYE. 9 I'-! 1 · 61 mE
tc::UJf'E.. 1',1/ FT:
SI;·
......-c;"""
-111 ..
--,·
11 h [I] :
111 () =c-;.J I I ' I I
/ I !· I
,---.._;,...1 ...... -:t:JN.":~ Tl /c-5
TREE TIE
. -
L.ff: 2:fE 0 6 _
"2' PES ,J: 1-'--.'",rrnr--,1
-p.cq-~ ---------:'.--,::l""'""JI c~---.......... -"6E.T 1 ''-~
e::i~i=
A SHRUB PLANTING ON SLOPE
N.T.S.
" ,. ~
COVER CROP/
HY0ROSEED MIX #1
BOTANICAL SEED NAME
Alyssum 'Carpet of Snow'
Alyssum 'Royal Carpet'
RATE: LBS/ACRE
4 LBS.
4 LBS.
The folrowing materials shall be in the mix:
Mulch • Conweb Fiber
Binder -Terra Tac #3
Fertilizer 16-20-0
2,200 lbs./acre
150 lbs./acre
400 lbs./acre
APPROVED
cNGINEEHiNG PLANCHECKEH DATE
B
111/f-T
2.X.
n.,c=fT1vf .. ,_,y DP--,P-1
P·f c0L.£ft_. CMO
G FP1/f-L.
Lf" '? PVC-CPf'/Gj 1J li1XJZ.11
1'11 , c;.p,c._va_ Fil I F.p 01 MP
JJ fAf' W ~ L 0E.f"P-fATCf:2.. "f O
6:'.)yff--p-ND F"A0TE.~ TO HOi..P
TREE PLANTING & STAKING WITH
N.T.s. DRAINAGE ON SLOPE
PLANTING DISTANCE SCHEDllLE
FEET 01\ CENTER ROW DISTANCE SET RACK
l , To II
l'-6 11
2 I• 0 11
10'-0"
, n,
10.5"
l'-4"
l '-9"
8 I -8 11
PLANTING GRID
• • • • • • • • • • • • • • • -----;,1,-....... -~
• • 0 • • • •
• • • • • • • • • • • • • • • >-.. ....... ~ • • • • • • • ....... ~~---,....
C
'C' ~
.1 J "
1'~0"
] '-611
9'~6"
@~-D_E_T_A_1L_G_R_O_UN_D_C_O_VE_R_P_L_A_N_T1_N_G_
"AS BU I LT"
RCE ___ EXP. ____ DATE
REI/IEWED BY:
INSPECTOR D.ATE
~·11 CITY OF CARLSBADIISHEETSI --------------+-----+--f-----+------1 ~ J I DEPARTMENT =i is ,---------;----------------;-----t----t---------------+-----+--+----+-----i
Four1h Ave,,1,.;e Corporate Center
1551 Fourtr, Av"'riue/Suite 200
San Diego, CA92101
(619) 239-2450/FAX 239-0107
l..ardscape Archnacture • Pianr,ng # ::1 (-O 3()
LANDSCAPE IMPROVEMENTS FOR:
PLANNING AREA 26N
~-----+--+---------------+------+---+---............. ---------1 'f'e.2.9L AV A PHASE II
OATE INlllAL
ENGINEER Of WORK REVlSION DESCRIPTION
011 TE INlllAL 011 TE INITlAL
OTHER APPROVAL OTY '-f'PROV"1.
OWN BY:-~~
CHKD BY: __ _
RVWO BY:
PROJECT NO. I DRAWING NO.
C,1· 90---3b _ o2'1f.-rJ;L