HomeMy WebLinkAboutDWG 428-1L; CT 02-11; TUSCANY BY THE SEA; 01-11t
POTABLE ~TER SYSTEM (Private)
ALL PLANTED AREAS IN THIS ~OJEGT J/IIILL BE IRRIGATED J/IIITH POTABLE l"IATER,
HENGE A J/IIATER REGLAMIMATION MAP IS NOT NEEDED OR PROVIDED.
AFN 206-020-08: 9C!1 TAMARACK AVENUE
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DECLARATION OF RESPONSIBLE CHARGE:
I HEREBY DECLARE THAT I AM ARCHITECT OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS 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 SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL IHEALTH IS
CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS ARCHITECT
OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM NAMES & ADDRESSES:
WILKINSON DESIGN GROUP
2810 ROOSEVELT ST.,
CARLSBAD, CA 92008
PHONE NO(S): ( 760 )434-2152
REGISTRATION NO(S): RLA 1999
EXPIRATION DATE: EXP. DATE: 4-2006
Carlsbad c.a
160 -434-2152
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ENGINEER'S SIGNATURE REQUIRED ON PAGE I ONLY
REVIEWED . . a c1. 1~ ~~-,:tS ENGINEERlflPLAN ECKER
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
DISTRICT APPROVED CHANGES
SHEET TITLES SHEET NUMBERS
TITLE SHEET 1
CONSTRUCTION PLANS, 2-3
DETAILS & SCHEDULES
IRRIGATION PLANS, 4-5
NOTES & LEGENDS
IRRIGATION DETAILS 6
IRRIGATION 7-8
SPECIFICATIONS
PLANTING PLANS, 9-10
LEGENDS & DETAILS
PLANTING & IRRIGATION 11
SPEFICATIONS
INSPECTION PROCEDURES
1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE:
A. LOCATION OF PIPE LINES.
B. TRENCH DEPTH.
C. REQUIRED SEPARATION (HORIZONTALLY AND VERTICALLY).
D. PIPE IDENTIFlCATION.
E. POINTS-OF-CONNECTION (POC'S).
F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS.
G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECLAIMED WATER
(IF RECLAIMED WATER IS USED FOR CONSTRUCTION).
AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PROJECT SHALL BE
OBTAINED FROM THE CITY AND THE DISTRICT, AND BE FORWARDED TO THE COUNTY
HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.
2. DISTIRICT FINAL INSPECTION SHALL INCLUDE:
A. COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTEM, TO
DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROVED USE AREA AND
PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECLAIMED WATER.
B. WARNING SIGNS AND LABELS.
C. QUICK COUPLING VALVES.
D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY,
RUNOFF, AND PONDING.
E. REQUIRED PROTECTION OF ALL RESIDENTIAL AREAS.
F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC.
G. CROSS-CONNECTION.
3. ANNUAL INSPECTION SHALL INCLUDE:
A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF
THE DISTRICT FINAL INSPECTION.
REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, CITY ENGINEER &
DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD.
VICINITY MAP
II
II
II
"AS BUil T"
TITLE
REVIEWED BY:
INSPECTOR
DATE
DATE
J
!11
!11
CARLSBAD MUNICIPAL WATER DISTRICT
SHEET CITY OF CARLSBAD SHEETS
1 PLANNING DEPARTMENT 11
Project Address II
9C!1 Tamarack Ave.
i-:N.:..:O"l. ____ ....;D:::..:E=:::S:::::CR:..::l:_PT;..:;10::.:.N:..._ ___ -+-::...P:...;PRc:..:O:..:V..=ED+--"'D:..:.A TE=-! DEVELOPERS NAME: Tuscany by the Sea LLC
1-+------------+---+----1ADDRESS: P.O. Box 1842
Carlsbad Ca 92018
LANDSCAPE PL.ANS
Tuscany by the Sea
(VILLA PARADISIO)
TELEPHONE: 760 -729-7540
DATE PLAN PREPARED: ,.=9'----'-15=---c-0=-5=-------1--+------------+---+---I BY: J/IIILKIN50N DESIGN GROUP
APPROVE
ASSISTANT PLANNING DIRECTOR
DRWN BY: R. w
CHCKD BY: R.W
PROJECT NO.
CT 02-11
SOP 01-13
SHEET _i_OF ..1iSHEETS
DATE
DRAWING NO.
428-1L
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160 -434-2152
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.2. "'LL. GONe~G'l"ION EIUIL. T ON eueGll,Ai:,I! GOMl",",CTl!t, 'l"O "° %.
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUILT"
TITLE _______ _ DATE
RE~EWED BY:
INSPECTOR DATE
l-----+---+------------+---+-----+----+-----11 S~ET I CITY OF CARLSBAD ~1 PLANNING DEPARTMENT L2.!_J :==!..=========:::::'....::===:
DA TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION Oll-lER APPROVAL CITY APPROVAL
L.ANPSCAPI! CONSilllUCTION
Tuscany by The Sea
ASSISTANT PLANNING DIRECTOR
DWN BY: . WDG
CHKD BY: WDG
RVWD BY: WDG
PROJECT NO.
SDP-01-13
7-/t../~
DATE
DRAWING NO.
428-1 L
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CONSiRUCilON PL.AN -DECKL.EYEL.S
5IX (6) FOOT Hl5H FENC.IN5 5HALL HAY?: l"IC-KET5 C.ENTelltl!D il'IITHIN TOI" 4 BOTTOM
RAILS .. POST TO BE 3" SQ. X .. 188" : TOI" AND BOTTOM RAILS TO BE F~ 1"x 2" REC-. X
.. 120"; l"IC.l<ETS TO BE 3/4"SQ. X .089 il'IITH SPAC-ING NOT TO EXC,EED -4" BETYiEEN PIC.KET!I.
SINGLE il'IIDE PEDESTRIAN GATES SHALL HAYE A BARREL LOc.K.
ALL POST, RAILS, PIC.KETS, AND RELATED HARDJ/'IARE TO BE HOT Dll"PED GALVANIZED
AND ELEC-TOSTATIC.LLY C.OATED (AFTER INSTALLATION). SEE PAINT sc.HEDULE FOR
METAL.
ll'tON l"'Al'.l<INCS, L.OT CS,ATI!:
FABRIC. GATES Fl".OM SOLID 5TEEL STOC.K AND Sl'WC.TUAAL SG. TUBING, C-OMMONEST
AJliS DETAILED. ALL il'IELDED C.ORNER C.ONSTRUC.TION. GATES, POST AND FITTINGS TO
BE HOT DIPPED GALVANIZED AFTER FABRIC.ATION. ALL J/'IELDS AND FABf'illC.ATION
BLEMISHES SHALL BE GROUND AND FINISHED SMOOTH. ALL FIELD J/'IELDS SHALL BE
REDRE5SED il'IITH A GALVANIZED C.OATING BEFOl'!.E THE Flf'ilST C.OAT OF PAINT IS
APPLIED. THE GALVANIZED SURFAC.E ON THE ENTIRE UNIT SHALL BE C.LEANED,
DE-GLOSSED, AND PREPPED IN ORDER TO c.REATE A BOND FOR PAINT. THE ENTIRE UNIT
TO BE ELEC-TROSTATIC.ALLY C.OATED AFTER INSTALLATION. A MINIMUM OF ONE (1)
PRIMER C.OAT AND Til'IO (2) FINISH C.OATS ARE TO BE APPLIED. FOR C.OATING
SPEC.IFIC.ATIONS, SEE PAINT sc.HEDULE.
C.ONTRAC.TOP't, AT HIS EXPENSE YilLL 1"1'.0YIDE ONE (1) YEAl't il'IAl'tl'tANTY, IN ~ITIN6, ON
ALL INSTALLED MATEl'.IALS AND il'IOPltKMANSHII".
l"'AINT Al"'l"'L.ICATION ANl:' YIIOl'.l<MAN~HII"' P'Ot'. AL.L. Ml!TAL.
!iURFACl!S:
1. ALL SUl'tFAC-ES NOT TO BE l"AINTED SHALL BE l"R01l:C,TEO DUl'tlN6 C.LEANIN6 AND
PAINTIN6 OPERATIONS. ANY SURFAC,ES OPlt MATEl'.IAL (C.OLUMNS. J/iALKl'iAYS, PLANTS,
ETC..) THAT ARE DAMA6ED DURING THE C.LEANIN6 AND/OR PAINTIN6 Ol"ERATIONS SHALL
BE REPAIRED OR REPLAC-ED AT THE c.ONTRAC-TOR'S EXl"ENSE.
2. ALL SURFAC.ES SHALL BE C.LEANED DE-6LOSSED, AND PREPPED TO THE PAINT
MANUFAC-TURER'S SPEc.lFIC.ATIONS.
9. ALL MATERIALS SHALL BE APPLIED UNIFOl'tMLY BE ELEC-T"-OSTATIC, C.OATIN6. IF ANY
THINNIN6 OF THE C.OATIN6 IS NEC-ESSARY, IT SHALL BE DONE IN AC,C,ORDANC.E il'IITH THE
MANUFAC-TURER'S LABEL DIREC-TIONS.. PAINT ADDITIVES ARE PROHIBITED UNLESS
SPEc.lFIED AND APPf'ilOVED BY THE C.OATIN6 MANLIFAC-TURER.
4. MEc.HANIC.AL MIXEf'ilS, C.APABLE OF THOROUGHLY MIXIN6 THE Pl6MENT l"IITH THE l"AINT
SHALL BE USED Ac.c.oRDIN6 TO THE MANUFAC-TURER'S INSTRUC.TIONS. AFTER THOROU6H
INITIAL MEC.HANIC.AL MIXING , 5UBSEQUENT INTERMITTENT HAND MIXIN6 SHALL BE DONE IN
,AC.C.ORDANC.E il'IITH GOOD PAINTING PR.Ac.TIC.ES AND THE MANUFAC-TUf'ilE'S
REC-OMMENDATIONS.
S. NO l:XTERIOR PAINTING SHALL BE UNDERTAl<eN IF Alfll. Ofll. SURFAc.E TEMl"Efll.ATURE IS
BeLOl'i 50 DE6REES FAHRENHEIT, NOR IMMEDIATELY PREc.EDING OR FOLLOJ/'IIN6 RAIN;
OR UNTIL FROST, DEl'i, OR C.ONDENSATION HAS EVAPORATED. ADDITIONALLY, NO
l:XTERIOR PAINTING 5HALL BE PERFORMED IF AIR OR SURFAC-E TEMPERATURE IS ~
DEGREES FAHRENHEIT OR IF il'IINDS EXC,EED 5 MPH.
6. REFER TO THE MANUFAC.TUf'ilER'S DATA SHEET AND C-OMl"LY il'IITH THE REQUll'l.EMENTS
REGARDING APPLIC.ATION SUC.H AS MIXING OF THE C-OMPONENTS, THINNIN6. AND
APPLlc.ATION EQUIPMENT.
1. YiHEN SURFAC-E TEMPEl'l.ATURE:S Al'tE: Hl6H, c.Afll.E: MUST BE TAKeN YiHILE APPLYING THE:
PAINT TO Pfll.EYE:NT FORMATION OF VOIDS, PINHOLES, AND BUBBLES DUE TO THE REAPED
EVAPORATION OF SOLVENT.
8 .. IF MORE THAN ONE DAY !"ASSES BETIAll!E:N SUBSeGIJl:NT C.OAT!>, c.ONTAMINATED Aie.E:AS
MUST BE FURTHEl't PREl"ARE:D BY BRUSH-OFF BLAST, il'IATER BLASTING OR STEAM
CLEANING.
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FLAT MED. GREEN, PROVIDE: !:>AMPLE. FINISH C.OATING SHALL BE C.OLOR TINTI:D. ALL
C.OATINGS SHALL BE ELEC-TROSATIC.ALLY APPLIED.
1"!11.IM! C.OAT!>:
DUPONT Hl6H PERFORMANC.E C.OATIN6 C-ORLAR 2.1-ST Hl6H DOLIDS EPOXY FOR STEEL
!MINIMUM DTY FILM THICKNESS (DFT) 10 -MILS. il'IITH TYiO GOATS•
l'INleH C.OATil:
DUPONT HIGH PEfll.FORMANC.E C.OATINGS IMl".ON 2.8-HG, HIGH SOLIDS l"OLYURETHANE
GLOSS (MINIMUM DFT 4.0 Ml"ILS il'IITH Tl'iO COATS*
• A=ITIONAL COAeTil MAY e! l't!QUl!ll.!!c:> TO '""'°"ILi! l'ULL AND l!'/l!N ~I!.
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A -Planter 60" 5quare -42" Tall #f5 60 4.2
e -Planter S6" 5quare -SO" Tall #f5 S6 so
e, -Planter 36" Diameter -SO" Tall #TC-36 so
1. l"LANTl!fll.e A,e,G,! 4 I' A!II.! 1'!11.0M "eTONl!!Y'll!A!II."
www.•t.onewear.c.om
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l"OTT?!!II.Y 0!11. ANY OTHl!!II. LOC.AL !!>0~11!. 1"'!11.0YDII! c.Llll!NT
J/'IITH l"HOTO/!>l"l!!G l'Ol'l Al"'l"l'lOVAL l"l'l.lOl'l TO eHll"l"IN& ..
D -Planter 36" Diameter -60" Tall -GLAZED GER.A.MIC-URN -SEE NOTE .2
E -Planter SO" Diameter -.24" Tall #TC-so .24
F -Planter .24"x42!i" Rec.tan9le -24" Tall #FR 48.24 .24
G -Teak eenc.h 60" lon9 #2614 RIVIERA BENc.H by "GARDEN51DE LTD"
www.gardenside.c.om
" AS B U I LT"
TITLE _______ _ DATE
ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY
APPROVED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
REVIEWED BY:
:s
Ii
C.arlsbad c.a
160 -434-2152
ENGINEERING PLANCHECKER DA INSPECTOR DATE
1----+---+-------------i----t----t---t--1 I SHJET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT l22_j ;=='....:::::=========-====:
DAl'E INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION Oll-lER APPROVAL CITY APPROVAL
L.ANl:'eCAPI! CONeT"-UC TION
Tuscany by The Sea
APPROVE , ~ 7_/</--C,.S-
ASSISTANT PLANNING DIRECTOR
DWN BY: WDG
CHKD BY: WDG
RVWD BY: WDG
PROJECT NO.
SDP-01-13
DATE
DRAWING NO.
428-1 L
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IFtRIGATION Fl-AN -GROUND L.EVEL.
GENERAL IRRIGATION NOTES:
8.63gpm
10.08gpm
2.66gpm
1. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE
AND THE MAXIMUM FLOW DEMAND SHOWN ON THE DRAWINGS AT EACH POINT OF
CONNECTION. THE CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TO
CONSTRUCTION, REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE
INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE
IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE.
2. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN
PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED
IN PLANTING AREAS WHERE POSSIBLE. BELOW PAVED AREAS A MINIMUM OF 6"
LAYER OF CLEAN FILL SAND SHALL BE INSTALLED ABOVE AND BELOW PIPING.
3. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY INSPECTOR,
r(760) 815-6708], THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR, REGARDING GENERAL
~EQIJIREMENTS OF THIS WORK.
4. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO
PROTECT UTILITIES AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE
PLANS, AND HE IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO,
THESE LINES OR STRUCTURES.
5. CONTRACTOR AGREES THAT HE SHALL ASSUME COMPLETE RESPONSIBILITY FOR
JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT
INCLUDING THE SAFTEY OF ALL PERSONS AND PROPERTY, THIS REQUIREMENTS
SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
AND CONTRACTOR AGREES TO DEFEND AND INDEMNIFY AND HOLD OWNER AND
DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
6. DO NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN
IT IS OBVIOUS, IN THE FIELD, THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR
DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CON-
SIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD
BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. IN THE EVENT
THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER.
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1'
4.6gpm
6.1gpm
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1" 7.02gpm
C C
26.52gpm
Vertical piping to
Deck Level see
Sheet 5
rtical piping to
ck Level see
S eel 5
7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR
OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS,
AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING
THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO
THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING
FLOW FOR EACH SYSTEM.
8. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN SHRUB OR GROUND COVER
AREAS SHALL BE INSTALLED SO THAT THE TOP OF THE SPRINKLER HEAD IS 1" (INCH) ABOVE FINISHED GRADE.
EB
1/2" IN 1" SLEEVE #/
#/
CD 16gph
1"
([) 146gph
1 "
32g h
1" 4.66gpm
15. IN ADDITION TO THE CONTROL WIRE SLEEVES AND PIPE SLEEVES SHOWN ON
THE DRAWINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION
OF CONTROL WIRE AND PIPE SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS.
16. INSTALL POP-UPS W/IN 10 FT. OF ALL PEDESTRIAN USE (PER CITY OF CARLSBAD)
17. INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE.
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8.17gpm 1" ~3.66gpm
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6'
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9. ALL POP-UP TYPE SPRINKLER HEADS INSTALLED IN LAWN AREAS SHALL BE
INSTALLED SO THE TOP OF THE SPRINKLER HEAD IS FLUSH WITH ADJACENT SIDE-WALK OR CURB.
CONTROLLER SEQUENCE ___ ~~ o----GALLONS PER HOUR
REf,jOTE CONTROL VALVE SIZE ____ ►(;:;--ti----GALLONS PER MINUTES "AS BUil T"
1 D. IN OPEN SEEDED LAWN AREAS SET TOP OF POP-UP TYPE SPRINLER HEADS
3" ABOVE FINISH GRADE UNTIL LAWN IS ESTABLISHED. LOWERING OF ALL LAWN
HEADS BY THE CONTRACTOR SO THAT THE TOP OF THE SPRINKLER HEADS IS
FLUSH WITH FINISHED GRADE, SHALL BE ACCOMPLISHED WITHIN TEN (10) DAYS
AFTER NOTIFICATION BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
11. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF
THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS.
12. 110/120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER
LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OUTLET
TO THE AUTOMATIC CONTROLLER.
13. INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE
TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL
SPRINKLER SWING JOINT AND VALVE ASSEMBLIES.
14. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH
ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. HE SHALL
COORDINATE HIS WORK WITH THE SUBCONTRACTORS FOR THE LOCATION AND THE
INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING
STRUCTURES, ETC.
Carlsbad c.a
160 -434-2152
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
TITLE ______ _ DATE
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD [sRffi'sl1 l----1--+---------------1----+----ll----+---i .,. PLANNING DEPARTMENT ~
l-----+--+---------------1----+---tf----+----l
DA'TE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IRRICS,ATION PL.AN
Tuscany by The Sea
ASSISTANT PLANNING DIRECTOR
DWN BY: ___,,.,,DG_
CHKD BY: WDG_
RV'M:l BY: WDG
PROJECT NO.
SDP-01-13
DRAWING NO.
428-1L
..
·=========·=··=-·-~·--1 I ----·--=c-·· ... ~ ''
' \_
~ ............
'-.
L:.11 ....... .1
YER IC.AL Pl NG ---.
FRO . LOY'4E LEVEL
VAL 5 -SE SHT 4
1 "
I
··~
.·.·.··rrrr
'\
u __ -/
::l/4"
.
L______J-i····.~·
.,
,____,LJ
'
...... --.. !
I
••• J
/
YER.TIC.AL PIPING
FROM LOY'-IER LEY ,
IRRIGATION Pl.AN -i,pt:,1< J..Eve1..e
L. I! G, I!!: N D
SYM. DESCRIPTION MANUF. & PART NO. REFERENCE
l1'-1j POTABLE WATER -1-1/2 INCH EXISTING WATER METER VERIFY LOCATION ON SITE PER DISTRICT
DETAIL
"'"' I BACKFLOW PREVENTER UNIT PER DISTRICT FEBCO 825Y SERIES, SIZE INDICATED DETAIL N0.1
~ STRAINER. SIZE INDICATED HAYWARD, MODEL 72 . WITH 100 MESH
LINED BASKET
~ PRESSURE REGULATOR -SET AT 75 PSI WILKINS 500 SERIES INSTALL ON BACKFLOW
...... BALL VALVE, LINE SIZE KING BROS. TRUE-UNION PLASTIC VAILVES DETAIL NO. 2
4 QUICK COUPLING VALVE NELSON 7643 DETAIL N0.3 .
~ REMOTE CONTROL VALVE HUNTER ICV-101G-DC-AS DETAIL 5 ~-DRIP ZONE CONTROL HUNTER ICZ -101 DETAIL 4 ... RAIN SENSOR HUNTER WIRELESS RAIN-CLIK DETAIL 6
A PEDESTAL CONTROLLER RAINGARD SHUTOFF DETAIL 6 G-1 B STATION INSTALL PER MANUF.
PRESSURE SUPPLY LINE TO TYPE 'K' COPPER, OR AS PER LOCAL
BACKFLOW PREVENTER UNIT CODE
---POTABLE WATER PRESSURE MAINLINE 2", 2-1/2", 3" USE PVC CLASS 315 N/A ALL LINES UNDER VEHICULAR PAVING AND
1-1 /2" AND SMALLER USE PVC SCH. 40
NON PRESSURE LINE 3/4" AND LARGER PVC CLASS 200 N/A 1 /2" PVC CLASS 315
NON PRESSURE LINE HUNG UNDER DECK SEE SPECIAL SPECIFICATION LINE SIZE PER PLAN
LINE SIZE
♦ ANTI DRAIN CHECK VALVE PER PLAN
--------PVC SLEEVE, SEE NOTE BELOW PACIFIC PLASTIC; SIZE INDICATED ON PLANS PER PLAN
SLEEVING NOTES
1.-UNDER VEHICLE PAVING INSTALL MAIN, LATERALS AND WIRING IN SCH 80 PVC SLEEVE W/30" COVER
2.-UNDER PEDESTRIAN PAVING INSTALL MAIN AND WIRING IN SCH 40 PVC SLEEVE W/18" COVER
3.-UNDER PEDESTRIAN PAVING INSTALL LATERALS IN SCH 40 PVC SLEEVE W/12" COVER
LOCATE ALL IRRIGATION MAINS OUT OF R.O.W. TYPICAL
:.It==~
SYt.1.
A
A1
A2
,.
B
C
C1
('')
D
i::
F
G
H
H1
K
L
.1
M
M1
N
A
::l/4"
Gi!II
DESCRIPTION
ADJUSTABLE SPRAY HEAD
ADJUSTABLE POPUP SPRAY HD
ADJUSTABLE POPUP SPRAY HD
1 /4 CIRCLE SPRAY HEAD
1 4 CIRCLE SPRAY HEAD
1 4 CIRCLE SPRAY HEAD
1 /2 CIRCLE SPRAY HEAD
1 /2 CIRCLE SPRAY HEAD
1 /2 CIRCLE SPRAY HEAD
FULL CIRCLE SPRAY HEAD
ADJUSTABLE SPRAY HEAD
1 /4 CIRCLE SPRAY HEAD
1 /2 CIRCLE SPRAY HEAD
ADJUSTABLE POPUP SPRAY HD
ADJUSTABLE SPRAY HEAD
1 / 4 CIRCLE SPRAY HEAD
1 /2 CIRCLE SPRAY HEAD
ADJUSTABLE SPRAY HEAD
1 / 4 CIRCLE SPRAY HEAD
1 '4 CclRCL' POPUP "PRAY HD
1 2 CIRCLE SPRAY HEAD
1 /2 CIRCLE POPUP SPRAY HD
ADJUSTABLE SPRAY HEAD
BUBBLER HEAD
==~r-! __ O J_ .. Ii=-=···-=-=·!c!clL~=~-==¾=_7=r··· ~=.:c;FJ·1,. c!;,---------r,c=~""F-.=i/c"'\'7. ,nt--ir==~.=c=;=,=/
-• i 1 [ . "
e
I
11-......',,,c:cj~~c;=
'~--·c:,~ ~
i !
,· ·············J .\ r=
t.1ANUF. lie PART NO.
HUNTER PROS-00-7A C1 /2
HUNTER PROS-06-7A @1 2
HUNTER PROS-12-7A @1. 2
L.11 ·;\j 11-..., PR()S ,.,,., • 7r,
HUNTER PROS 06 7"
HUNTER PROS-12-7Q
HUNTER PROS 00-7H
HUNTER PROS-06-7H
HUNTER PROS-12-7H
HUNTER PROS 12 7F
HUNTER PROS-00-10A
HUNTER PROS-00-10Q 01/2
HUNTER PROS-00-1 OH
HUNTER PROS-00-12A @1/2
HUNTER PROS-12-12A @1/2
HUNTER PROS-12-12Q
HUNTER PROS 12 12H
HUNTER PROS 00-15A @112
HUNTER PROS-00-15Q
HUNTER PROS-12-150
HUNTER PROS-00-15H
HUNTER PROS-12-15H
HUNTER PROS-00-15TQ @3/4
HUNTER PCB-25
'
!------
:c
··-7 [ _ /' c; ---...-=+-=-,/77
~ ~/
0
\ 11-·--·-·-····'
11 • ,
~~.·.z .. ,:.i,. L.,/\ ___ J · · ·· ·· ·· ', __ · , Ii
~~ , .. ,
GPt.1 RAD
.78 7
.78 7
.78 7
. 1 9 7
. 1 9 7
. 1 9 7
.38 7
.38 7
.38 7
. 76 7
.97 10
.39 10
.78 10
1.12 12
1. 12 12
.56 12
1.12 12
1.75 15
.88 15
.88 1~
1.75 15
1.75 15
2.63 15
.25 -
ti
LJ
PSI
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
30
ARC
A
A
A
90
90
90
180
180
180
360
A
90
180
A
A
90
180
•
90
90
180
180
?70
-
DETAIL NO.
11
8
7
11
Q
7
11
8
7
7
11
11
11
11
7
7
11
11
7
7
11
7
11
9
Garlsbad Ga
160 -434-2152
TEE GONN!=C,TOl't
• ~--
: !i '
'
,_
F ~----Dfltl,. l:!M~
c!......... .... 1,\ 'JY1/ ,:::..--..~-,p , i
X -1 5/H
2X-2 5/H
// i
,, ·y
1/2" POLY 1"11"!: Fl:ED
r·_ . .;;Ltc1!." ,·~t1// ~~r--
·£j·
LOO,. ~ ,.OL. Y
,.1,.1! UNDl!I". ,.O'I"
"""' ,'CC~ ---441ci!±!i=il!Jic;;ill
D1'1,. l!Ml'l"T9l!>
1/2 INGH "'OLYl!THYL.!!NI! ,.,,..
1/2 INCi-i &l'IIVIIL. Tl!I! CONNl!GT0"-
1"1/ !!,Cl'l.l!l!N
~
l!lOX lll!T IN !,1..1',i!lll",._~
C !>!T IN !>L.ev!!
lll!C TION 01" l"L>NTl!!I. CONT ,._INl!!IL
DRIP IRRIISATION l!MITTl!R 191..AGl!Ml!NT
16
&
NOTES (TYPICAL):
1) WHEN VERTICAL OBSTRUCTIONS (FIRE HYDRANTS, STREET LIGHTS, TREES, ETC.)
INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT
PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM
BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE
OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS
SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.
2) MAINLINE, VALVES, IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR
SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE.
3l ADJUST ALL SPRINKLERS FOR HEAD-TO-HEAD COVERAGE.
4 INSTALL BACKFLOW PREVENTER IN GROUND COVER OR SHRUB AREA, ONLY.
5 AFTER ESTABLISHMENT OF ALL PLANT MATERIAL, CONTROLLERS SHALL BE PRO-
GRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME .
6) CONTROLLER SEQUENCE FOLLOWED BY AN 'a', 'b' OR 'c' LETTER INDICATES THAT
THE VALVES ARE TO BE CONNECTED TO THE SAME STATION NUMBER AS NOTED ON
DRAWINGS TO START IRRIGATING SIMULTANEOUSLY, e.g., VALVE A4b AND VALVE A4c
ARE TO BE CONNECTED TO THE SAME STATION NUMBER 4 AT CONTROLLER 'A'.
7) INSTALL CHECK VALVES AS NEEDED TO PREVENT LOW HEAD DRAINAGE.
8) ALL IRRIGATION HEADS WITHIN 10 FEIT OF ANY PEDESTRIAN AREA SHALL BE INSTALLED AS POP UPS.
9) VERIFY IN THE FIELD THAT STATIC WATER PRESSURE IS AT 90 PSI
10) TEST RUN ALL PLANTER IRRIGATION THROUGH POLYPIPE PRIOR TO PLANTING
II AS BUil T"
TITLE _______ _ DATE
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
REVIEWED BY:
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
1---1-----1------------1-----+----+--+---l I SH,;ET I CITY OF CARLSBAD f5iiills11
~="'=::::'....'::==::=PL::A:::N:::N:::IN:::G=D:::E::P:::::A:::R:::TM:::E:::N::::T==~~===
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
IRRlci,ATION 191..AN
Tuscany by The Sea
APPROVE --y?
~_\l,b\'I ., te ..... ~• ----~-0.S
ASSISTANT PLANNING DIRECTOR
DWN BY: WDG PROJECT NO.
CHKD BY: WDG SDP 01 13 RVWD BY: _WDG • -
DATE
DRAWING NO.
428-1 L
NOTES:
I . THEAE $HALL IE NO FITTINGS
OR crNNECTIONS 10 OTl-£R:
NCIIJ'TlES BETWEEN THE METEl't
AND BAO<Fl..CM' ASSEMIJCJ' ft
2. 1!10CKFLON R'El,£M'ER MAY NOfl!IE I INSTALLED IN FUl.JC RIGHT·OF·WAY.
3, CCJIS'TRUCT 2' HIGH /£1JUNING ~ ON 3 SIDES Cl' M:1<fl.OW
J'REVENTER v.tiEN INS1llU.ED ON 4'1 OR GREATER SUlPE. CHN EN)
SHAU.. 8E AT ~,u_ SIDE Cl' SUll'E. PR).'11:t: 2 t<AIZ/)Nll>I..
Q.£AAAIICE BETWEEN IWU1. i>l<D 9"CKFl.OW PREVENTER.
4. 00 NOT INS'l'IIU. IN AAf,A
SUl!JECT 10 FLOODING.
108EINS1llU.£DF'IJASU<INTTOr.l.NC allE:
BOOK 14.0I.OIO.«xll·~~am 170FTHE CALIFORNIA ADMINISTRATIVE •
1. METER 4 VALVE (by District) 6. APPFlOVED BAC.KFLOY'l
2. BRASS fltlSER PF1.EVl:NTER ASSEMBLY
;l, BRASS <10 EL.BOY'l (THfltl:ADED FITTIN6SJ i. 1 C.UBIG FOOT (2000PSI)
4. BRASS NIPPLE THP'li.JST BLK.
!5. BRASS UNION 6. METER BOX (by District)
1 BACKFLOW PREVERTER
MOUNT AUTOMATIC CONT~LLER
ON TRASH ENCLOSURE BLK WALL
BEFORE STONE VENEER IS ADDED
MOUNT ON FENCE PILASTER
COORDINATE REQUIRED
SLEEVES FDR WIRES
CONNECT CONTROLLER TO REMOTE POSITION~
RAIN SENSOR FOR AUTO SHUT OFF'
WITH ENCLOSURE • CONSTRUCTION -~I
ON-OFF SWITCH .---.-of
ON ON ITERIOR
REMOTE CONTROL VM..1/E WIRES:
AWG UF #14 SECURE WIRES TO
CONTROL UNIT AT TERMINALS
PROVIDED IN CONTROL UNT,
EXTEND ONE COMMON WIRE TO
ALL R.C.V.'S AND ONE CONTROL
WIRE TO EACH R.C.V. (TYPICAL)
COMMON WIRE SHALL BE TIED
INSIDE PROTECTIVE ENCLOSURE
WHEN REQUIRED.
SIDE OF WALL 11 I 111
I I II
I I II
I 111
~
I l!l I
L,r!
ii! I f •
11 l::=-11111:~~ I~ ~ Jill~
-==d) = +
1 /2" BY 5-FOOT MIN.
COPPER GROUND ROD.
CONCRETE FOOTING
ELECTRICAL CONDUIT TO SOURCE
CONTROL UNIT REQUIREMENTS
120 V .. 60 Hz, 2 AMP. MAX.
\
CONDUIT AND IRRIGATION
INT~CONNECT WHEN REQUIRED
P\IC SWEEP ELBOW
\SIZE K3 REQUIRED
6
NOTES,
1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR
CODED.
2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.C.V ..
J, ALL WIRING , CONDUIT OR PLUMBING TO GO THROUGH BOTTOM
OF CONCRETE FOOTING.
4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER
SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHmME
(TYPICAL)
5.CONNECT CONTOLLER TO RAIN SENSOR
CONTROLLER
SP~Y HEAD
CHECK VALVE ......
!SAME SIZE AS RISER
LATERAL LINE, SIZE PER
DRAWINGS
UARLEX 90 DEGREE
STREIT ELBOW
PVC SCH. 40' EL.BOW
NOTES:
12~ MIN.
PVC SCH. eo NIPPLE, SIZE
AND LENGTH AS REQUIRED
TYPICAL 3 PL.ACES
PVC TEE (SXSxt)
OR ELBOW
MARLE)( 90 DEGREE
STREET ELBOW
1. LOCATE HEADS 4 FT. FROM All PEDESTRIAN USES.
2, USE TEFLON TAPE ON ALL rAALE THREADED FITTINGS EXCEPT HEAD.
3. CONTRACTOR SHOULD TILT HEAD, AS REQUIRED, TO BEST SUIT SITE
AND COVERAGE.
11 SPRAY HEAD ON RISER
l :m
2
7
APPROVED VALVE BOX
FlNISH GRADE BALL V/1,J....VE
1 ~ IN LAWN AREAS
2 PLANTER AREA.s '
BRICK SUPPORTS
THREE REQUIRED
PVC SCH. 40 MALE ADAPTOR
TYPICAL. TWO PLACES
BALL
NIPPLE &: UNION
PRESSURE MAIN LINE ANGLE TO SPECIFIED
DEPTH WITH 45-DEGREE
EL30WS, S ZE PER DRAWINGS.
NOTES·
PEA GRAVEL
(~IN. 2 CU.FT)
1. BA.LL VALVES 2 1 /2" A.ND LARGER SHALL BE AWWA APPROVED AND
HAVE A 2" SQUARE OPERATING NUT 1N LIEU OF BRASS HANDWHEEL
AND FLANGE CONNECTIONS IN JEU OF UNIONS.
2. BALL VM..VES 5" AND L.Al:1GER SHALL HAVE TRANSIT ADAPTERS.
3. PLACE PEA GRAVEL PRIOR TC INSTALLATION CF VALVE 80)(
4. BALL VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS O~HERWISE APPROVED
5. FOR RECLAIMED WATER USE PURPLE LID ON ALL V.to.LVE BOXES.
VALVE
FINISH GRADE HIGH POP-UP HEAD
12" MIN.
LATERAL LINE, SIZE PER
DRAWINGS
PVC SC. 40
STREET ELBOW
NOTES:
PVC SCH. 80 NIPP~E, SIZE'
AND LENGTH AS REQUIRED
TYPICAL TWO PLACES
j PVC SCH. 40 ELBOW
PVC TEE (SXSXT)
OR ELBOW
PVC see. 40
STREET ELBOW
1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC.
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS
AND CORN::RS.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HFAD
USING SCHEDULE 80 NIPPLE.
12" POP-UP SPRINKLER HEAD
~ESSU~E LOSS C.ALC.ULA TIONS
P"fltOJeG T NAME::
DATE:
Y'lATER DISTP'llGT,
Hc5oL,
Ml:Tl:I'. DE:Slc5oNATION:
METER 1..0C,ATION,
METEflt E:U:YATION:
METER SIZE,
!!>TATIG PP'lESSUJlltEO METE"-,
P"P'lE55UfltE DAT A SOUP'lc.E,
VALVE:#
VALVE SIZE::
MAXIMUM DEMAND,
TIJSC.ANY BY THE: SE:A
MAAC.H 2", 200!5
GARLSBAD
25!5
NE:Y, P"OTABL.e
TAMAP'lAC.K AVE
42.!5
1-INGH
"IO
6AIL (DISTP'lC,TJ
L
1"
29.66
PIPE P"IP!: 1"51
LA TEAAL LINE SEGTION GLASS SIZE LE:Nc5oTH '5,P"M LOSS
A 200 1-1/4 2 :23.66 .04
15 200 1-1/4 14 15.4 .1i
C, 200 1 1-4 11.3"1 .:21
D 200 9/4 6 ,_ee, .1i
e 200 9/4 19 6.1;:l .21
F 915 1/2 19 4.:15 • 96
6 51!5 1/:2 19 2.63 . 21
H 31!5 1/:2 19 .ee .02
A. TOTAL LATERAL SYSTEM LOSS
PIPE PIPE:
MAINLINE SEGTION GLASS SIZE LEN6TH 6P"M LOSS
A 40 1-1/2 910 23.6b 10.1i
B. TOTAL MAINLINE SYSTEM LOSS 10.n
APPROVED VALVE BOX
1 /2" STAINLESS STEEL
HOSE CLAMP. 3 REQUIRED
PEA GRAVEL.
2 CUBIC F'::IT MIN.
BRASS 90 o:;GREE ELL
PRESSURE SUPPLY LINE
BRASS 90 OFGREE
STREET ELL
#4 REBAR STAKE 35• LONG
"JOTE:
QUICK COUPLING VALVE.
TOP OF VALVE SHALL BE
2" BELOW VALVE BOX COVER
1" IN TUR' AREAS
2" IN SHRUB AR'::AS
ARASS 0~ COPPER
NIPPI E LENGTH AS
REQLJ,RED
BRICK SUPPORTS
(THREE REQUIRED)
PRESSURE LINE FITTING
BRASS 90 DEGREE
STREET ELL
BRASS OR COPPER
NIPPLE LENGTH AS
REQJIRED
1. ::,LACE PEA GRAVEL PRIOR TO INSTAI. LATION OF VALVE BOX
2. FOR ~[CLAIMED WATER USE PURPLE LID ON ALL VAl_VF BOXES.
J. SEE #20 GENERA:.. NOTE FOR RECYCLED WATER QUICK COLPLERS.
3 QUICK COUPLING VALVE
FINISH GRADE
LATERAL LINE, SIZE PER
DRAWINGS
PVC SCH. 40
STREET ELBOW
POP-UP HEAD
PVC SCH. BC NIPPLE, SIZE 1:2" MIN..
AND •_ENGTH AS REQU•RED
TYPICAL TWO PI.ACFS
PVC TEE (SXSXT)
OR ELBOW
"VC SCH. 40 EL80W PVC SCH. 40
STREET ELBOW
NOTES:
1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC.
2. INSTALL HEADS FLUSH WTH TOP 0° HARDSCAPE AT 'NTERSECTIONS
ANO CORNC:RS.
3. USE TEFL.CS TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNOER HEAD
us1,G SCHEDULE BO NIPPLE.
8 6" POP-UP SPRINKLER HEAD
MISC.ELLANl:OUS LOSS/6AIN
Y'lATER METEl't,
6Ac.KFLOY'l PREVE!NTEl't,
MASTER CONTP'lOLL VALVE::
FLOY'l SENSOR.,
6ALL VALVl!(SJ
c.oNTP'lOLL VALVI!,
HEAD LOSS/c5oAIN IN !'>YSTEM:
G. TOTAL MISC.. LOS5/c5oAIN
D. TOTAL 5YSTEM l.OS!'i/6AIN (,A.+B+c.J
E. FITTIN6S LOSS (1!5%0F TOTAL LOSS)
F. MIN. REG. PRESSURE TO 06EF<ATE HE:ADS:
6. PRESSURE SUPPLIED BY PUMP
H. DIE5I6N PRESSURE (D+E+F J
I. l"fl.ESSURE AVAILABLE AT METER,
J. RESIDUAL PP'lESSURE !I-HJ
9.-4
10.0
.e
9,;l
.00
1e,_3e,
!5'1.44
<iO
;l0,96
P"LUMB THREE Dl'.IP SYSTEM VALVl!S
INTO INTE"-IOP'l SERVIGE ROOM AS
SHOY'lN ON PLAN 5HT 5
CONTI!OL WIRE
90~ ELL-PVC
I
HUNTER ICV• 101 F
I
I L
~r~~~~~~_JJ~J:-.i-,I~
,,,,.....-,~,~c ,: /
4
,,
~ MAIN SUJ>PLV LINE
\ .. SCHEDULE 80 P\IC NIPPLE
'MAIN LINE FITTING
DRIP IRRIGATION VALVE
FINISH GRADE
PVC PERF DRAIN PIPE
WRAP W FILTER FABRIC
-SEE NOTE FOR SIZE
PEA GRAVEL
1 /2" PVC SCH. 80 NIPPLE
LENGTH AS REQUIRED
LATERAL LINE, SIZE PER
DRAWINGS
NOTES:
PVC TEE (SXSXT)
OR ELBOW
PVC LATERAL LINf
ATTRIUM GRATE
-SEE NOTE FOR SIZE
BUBBLER
12" MIN.
i!. .
"'
24" BELOW BOTTOM
OF ROOTBALL
~
. • • ,.: ~
1.-ONE BUBBLER: INSTALL 6" FROM EDGE OF THE ROOTBALL OF THE TREE
WHEN TWO BUBBLERS; INSTALL 2nd 4' FROM EDGE OF THE ROOTBALL OF THE TREE
2.-SIZES : 6 INCH FOR TREES; 4 INCH FOR SHRUBS
9 BUBBLER BELOW GRADE
5
10
APPROVED VALVE BOX
REMOTE CONTROL VALVE
BRASS 0~ COPPER
NIPPLE & UNION.
APPROV>::D WATERPROOF
CONNECTO~S
EXPANSION LOOP -----
PVC SC.40 ELBOW
PVC SCH. 40 MALE ADAPTER
FINISH GRADE
1" T JRF AREAS
2" SHRUB AREf§
11" MIN.
PVC SCH. 80 N1PPLE,
LENGT--1 AS REQUIRED
TYP. TWO PLACES,
PVC LATERAL LINE
\ CK, ONE AT EACH
~~~l::_R __ OF VALVE BOX
ANGLE TO SPECIFIED DEPTH
W' fH 45-0EGR[E ELBOWS
I E ::irn RAWINGS
PRESSURE MAIN LINE
NOTES;
PVC SCH. 40 TEE DR I
E', ROW .
CONTROL AND COMMON
WIRES. TAPE WIRES TO
MAIN LINE
1. INSTALL CON""ROL AND VALVES MINIMUM 2' APART, Z' FROM
STRUCTURES 0~ HARDSCAPE IN SHRUB AREAS.
2. PLACE PEA GRAVEL P"'llOR TO INSTALLATION OF VALVE BOX.
J. PLACE BOXES AT RIGW ANGLES TO I-IARDSCAPE OR STRUCTURES.
4. PIPE U;;,S-REAM OF VALVE.. ASSEMB_Y IS EQUAL IN DIAMETE"'l TO
DOWNSTREAM ::iIPING OF VAi VF ASSEMBLY. IF NECESSARY, ADC
REDUCE-BUSHING TC 3RING PIPING DIAMETER TO REMOTE CONTROL
VALVE SIZE. REFER TO IRR CATION CONST"'lUCTION DOCUMENTS FOR
PIPING SIZE.
~-FOR RECYCLED WATER USE PURPLE LID ON ALL VALVE BOXES.
REMOTE CONTROL VALVE
FlNISH GRADE
12'Mlt-..
CLEAN BACKFILL
CONTROL WIRES I
ON RECYCLED MAINS
INSTALL TWO (2)
WARNING TAPES AS
SHOWN. 1YPICAL
MIN. 2· OF CLEAN EARTH I 6Ess.uRE .. _suPPLY LINE
NOTES:
1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SANO
SHALL BE INSTALLED Af3rNE AND BELOW PIPING.
2. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3"
AND LARGER.
3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 10' HORIZONTAL
SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES.
WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE
MINIMUM 10' EACH SIDE OF RECLAIMED WATER UNE
TYPICAL TRENCHING
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS .
"AS BUil T"
TITLE ________ _ DATE
REv1EWED BY:
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
1---....--+-----------+----+--t---t---i I sHg:T I CITY OF CARLSBAD ~
::::::=='...'::::==:::::P:::L:::::A:::::NN:::::l:::::N:::G:::::D:::::E:::P:::::A:::::R:::::TM:::E:::N:::::T==::::'...'.:~==~
IRRIGATION DETAILS
Tuscany by The Sea
APPROVE
ASSISTANT
...,__ ____ 7-1'/--0S
PLANNING DIRECTOR DATE
Garis bad Ga
160 -434-2152 DA TE INITIAL
REVISION DESCRIPTION
DATE INlllAL DATE INlllAL DWN BY:
CHKD BY:
RVWD BY:
WDG
WDG
WDG
PROJECT NO.
SDP-01-13
DRAWING NO.
428-1L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
•
..
IRRIGATION SYSTEM
PART 1.00 -GENERAL
WORK INCLUDED
CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY TO INSTALL
THE IRRIGATION SYSTEM AS INDICATED ON THE APPROVED DRAWINGS AND SPECIFIED HEREIN AND SHALL
PERFORM ALL OTHER INCIDENTAL WORK NECESSARY TO CARRY OUT THE INTENT OF THIS IRRIGATION SPECIFICATION
AND IRRIGATION DRAWINGS INCLUDING THE FOLLOWING:
FURNISH AND INSTALL ALL PIPELINES AND FITTINGS.
FURNISH AND INSTALL AUTOMATIC CONTROLLER, ALL ELECTRICAL CONNECTIONS AND CONTROL WIRING.
FURNISH, ASSEMBLE, AND INSTALL MATERIAL DESCRIBED IN THIS SPECIFICATION AND AS INDICATED ON
THE DRAWINGS.
EXCAVATE AND BACKFILL TRENCHES.
TEST AND INSPECT SYSTEM.
SIXTY DAY MAINTENANCE.
ONE YEAR GUARANTEE.
WORK NOTED AS "N.I.C" "EXISTING" OR "TO BE SUPPLIED AND/OR INSTALLED BY OTHERS" IS NOT A PART OF
THIS SECTION.
THE WORK IN THIS SECTION SHALL BE COORDINATED WITH ALL UNDERGROUND UTILITIES AND TRADES
RESPONSIBLE FOR THEIR INSTALLATION.
RELATED WORK SPECIFIED ELSEWHERE
LANDSCAPE PLANTING: DIVISION 2
ELECTRICAL: DIVISION 16
MECHANICAL: DIVISION 15
EXAMINE ALL DRAWINGS AND SPECIFICATIONS PERTINENT TO THE PROPER COMPLETION OF THE WORK.
QUALITY ASSURANCE
PERMITS: OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ALL AGENCIES.
ORDINANCES AND REGULATIONS: LOCAL, MUNICIPAL, AND STATE LAWS, AND RULES AND REGULATIONS
GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART
OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING
CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFUCT WITH ANY OF THESE RULES AND
REGULATIONS OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND DRAWINGS CALL
FOR OR DESCRIBE MATERIALS, WORKMANSHIP, OR CONSTRUCTION OF A BETTER QUALITY, HIGHER STANDARD, OR
LARGER SIZE THAN IS REQUIRED BY THESE RULES AND REGULATIONS, THE PROVISIONS OF THE SPECIFICATIONS
AND DRAWINGS SHALL TAKE PRECEDENCE.
PROTECTION: ERECT AND MAINTAIN BARRICADES, WARNING SIGNS AND LIGHTS, AND PROVIDE GUARDS AS
NECESSARY OR REQUIRED TO PROTECT ALL PERSONS ON THE SITE.
UNDERWRITERS LABORATORIES: ELECTRICAL WIRING CONTROLS, MOTORS, AND DEVICES SHALL BE U.L. LISTED,
AND SO LABELED.
INSTALLER QUALIFICATIONS (FOR SOLVENT AND RUBBER GASKET JOINTS): EACH PERSON SHALL BE TRAINED BY
THE MANUFACTURER'S REPRESENTATIVE IN TECHNIQUES FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING
WORK ON THE SITE.
WORK OF THIS SECTION, THAT IS ALLIED, WITH THE WORK OF OTHER TRADES SHALL BE COORDINATED AS
NECESSARY.
SUPERINTENDENT: A SUPERINTENDENT SATISFACTORY TO THE OWNER'S REPRESENTATIVE SHALL BE PRESENT
ON THE SITE AT ALL TIMES DURING PROGRESS OF THE WORK.
THE SUPERINTENDENT SHALL NOT BE CHANGED, EXCEPT WITH THE CONSENT OF THE OWNER'S
REPRESENTATIVE
THE SUPERINTENDENT SHALL BE AUTHORIZED TO REPRESENT THE CONTRACTOR.
DISCREPANCIES: WHEN DISCREPANCIES EXIST BETWEEN DRAWINGS AND SPECIFICATIONS, AND NO SPECIFIC
INTERPRETATION IS ISSUED PRIOR TO BIDDING, THE DECISION REGARDING THIS INTERPRETATION WILL REST
WITH OWNER'S REPRESENTATIVE, THE CONTRACTOR WILL BE COMPELLED TO ACT ON THIS DECISION AS DIRECTED.
IN THE EVENT THE INSTALLATION DEVIATES FROM THE DIRECTIONS GIVEN, IT SHALL BE CORRECTED AT THE
CONTRACTOR'S EXPENSE.
EXPLANATION OF DRAWINGS: DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS,
FITTINGS, SLEEVES, ETC .. WHICH MAY BE REQUIRED. CAREFULLY INVESTIGATE THE STRUCTLRAL ANO FINISHED
CONDITIONS AFFECTING ALL OF THIS WORK AND PLAN THIS WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC.,
AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF
THE WORK TO BE INSTALLED. THE WORK SHALL BE INSTALLED IN SUCH A MANNER AS TO AVOID CONFLICTS
BETWEEN IRRIGATION SYSTEMS, PLANTING AND ARCHITECTURAL FEATURES.
MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL
CASES WHERE THE MANUFACTURERS USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN
IN THE DRAWINGS AND SPECIFICATIONS.
WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED AND INSTALLED WHETHER OR
NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS.
THE CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS
OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DISCREPANCIES IN EQUIPMENT
USAGE OR AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING.
SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED
REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME
FULL RESPONSIBILITY FOR ANY REVISION NECESSARY. AT NO COST TO THE OWNER'S REPRESENTATIVE.
SUBMITTALS
WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE
FOR APPROVAL FIVE (5) COPIES OF A DETAILED LIST OF EACH MATERIAL PROPOSED FOR USE IN THE PROJECT.
PREPARE TYPEWRITTEN MATERIAL LIST USING THE FOLLOWING FORMAT. DOUBLE SPACE BETWEEN EACH ITEM.
ITEM NO. DESCRIPTION MANUFACTURER MODEL NO.
1.
2.
3.
PRESSURE
SUPPLY
LINES
LAWN HEAD
ETC.
PAC. WESTERN
RAIN BIRD
ETC.
SCHED. 40
P.V.C.
1804-812
ETC.
WITHIN 20 DAYS AFTER AWARD OF CONTRACT, CONTRACTOR SHALL SUBMIT TO THE OWNER'S REPRESENTATIVE
FOR APPROVAL FIVE (5) COPIES OF DESCRIPTIVE LITERATURE WITH CATALOG CUTS MARKED WITH HIGHLIGHTER
PEN ON ALL ITEMS TO BE USED IN THIS PROJECT. NO WORK SHALL COMMENCE BEFORE RECEIPT OF APPROVED
MATERIAL LIST AND DESCRIPTIVE MATERIAL LIST SHALL INCLUDE ALL ITEMS INDICATED ON DRAWINGS AND/OR
SPECIFICATIONS.
PRIOR TO START OF MAINTENANCE PERIOD CONTRACTOR SHALL SUBMIT ONE (1) COMPLETE SET OF AS-BUILT
DRAWINGS FOR REVIEW BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL PROVIDE FINAL AS BUITLS FOR
SUBMITTAL TO THE CITY. AS-BUILT DRAWINGS SHOULD BE CONSIDERED RECORD DRAWINGS.
RECORD DRAWINGS ("AS BUILTS")
RECORD DIMENSIONED LOCATIONS (2 DIRECTION MIN.) FOR EACH OF THE FOLLOWING:
POINT OF CONNECTION
SPRINKLER PRESSURE LINE ROUTING (PROVIDE DIMENSIONS FOR EACH 100 LINEAR FEET (MAXIMUM) ALONG
EACH ROUTING, AND FOR EACH CHANGE IN DIRECTION.)
GATE VALVES
SPRINKLER CONTROL VALVES (BURIED ONLY)
QUICK COUPLING VALVES
CONTROL WIRE ROUTING
OTHER RELATED ITEMS AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE
LOCATE ALL DIMENSIONS FROM TWO PERMANENT POINTS (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS OR PAVEMENTS).
RECORD ALL CHANGES WHICH ARE MADE FROM THE CONTRACT DRAWINGS, INCLUDING CHANGES IN THE PRESSURE
RECORD ALL REQUIRED INFORMATION ON A SET OF BLACKLINE PRINTS OF THE DRAWINGS. 00 NOT USE THESE
PRINTS FOR ANY OTHER PURPOSE.
MAINTAIN INFORMATION DAILY. KEEP DRAWINGS AT THE SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE
OWNER'S REPRESENTATIVE AND CITY INSPECTOR.
WHEN THE JOB IS COMPLETE TRANSFER ALL DAILY INFORMATION TO A ONE COMPffi SET OF "AS BUILT" BASE PLANS
REQUEST THESE "AS BUILT" BASE THAT HAVE NO OTHER INFORMATION ON THEM FROM THE LANDSCAPE ARCHITECT
MAKE DIMENSIONS ACCURATELY AT THE SAME SCALE USED ON ORIGINAL DRAWINGS, OR LARGER. IF PHOTO REDUCTION
IS REQUIRED TO FACILITATE CONTROLLER CHART HOUSING, NOTES OR DIMENSIONS MUST BE A MINIMUM 1/4 INCH
IN SIZE.
SUBSTITUTION OF ANY PRODUCT, MATERIAL, OR EQUIPMENT WITHOUT THE PRIOR WRITTEN APPROVAL OF THE CITY
INSPECTOR & THE OWNER'S REPRESENTATIVE WILL NOT BE PERMITTED.
APPROVAL OF ANY ITEM AS A SUBSTITUTION OR ALTERNATE IS FOR DESIGN ONLY, BASED ON INFORMATION OR
SAMPLES PROVIDED BY THE CONTRACTOR. CITY INSPECTOR MUST APPROVE ALL SUBSTITUTION PRIOR TO INSTALLATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE TOTAL PERFORMANCE OF SUCH SUBSTITUTION TO EQUAL OR SURPASS
THE ORIGINAL IN EVERY RESPECT.
IF THE SUBSTITUTION PROVES TO BE UNSATISFACTORY IN THE OPINION OF THE OWNER'S REPRESENTATIVE,
CONTRACTOR SHALL REMOVE SUCH WORK AND RE PLACE IT WITH ORIGINALLY SPECIFIED ITEM (INCLUDING
INSTALLATION) AS PART OF THE WORK OF THIS SECTION.
MANUFACTLRER'S WARRANTIES SHALL NOT RELIEVE CONTRACTOR OF ANY LIABILITY UNDER THE SPECIFIED GUARANTEE.
SUCH WARRANTIES ARE INTENDED ONLY TO SUPPLEMENT THE CONTRACTOR'S GUARANTEE.
CONTROLLER CHARTS
00 NOT PREPARE CHARTS UNTIL RECORD DRAWINGS HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE
PROVIDE ONE CONTROLLER CHART FOR EACH AUTOMATIC CONTROLLER INSTALLED.
CHART MAY BE A REPRODUCTION OF THE RECORD DRAWING, IF THE SCALE PERMITS FITTING THE CONTROLLER DOOR.
IF PHOTO REDUCTION PRINTS ARE REQUIRED, KEEP REDUCTION TO MAXIMUM SIZE POSSIBLE TO RETAIN FULL
LEGIBILITY.
CHART SHALL BE BLACKLINE PRINT OF THE ACTUAL SYSTEM, SHOWING THE AREA COVERED BY THAT CONTROLLER.
IDENTIFY THE AREA OF COVERAGE OF EACH REMOTE CONTROL VALVE, USING A DISTINCTLY DIFFERENT PASTEL
COLOR, DRAWN OVER THE ENTIRE AREA OF COVERAGE.
FOLLOWING APPROVAL OF CHARTS BY OWNER'S REPRESENTATIVE THEY SHALL BE HERMETICALLY SEALED BETWEEN
TWO LAYERS OF 20 MIL THICK PLASTIC SHEET.
CHARTS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL REVIEW OF IRRIGATION SYSTEM.
OPERATING AND MAINTENANCE MANUALS
PROVIDE TWO INDIVIDUALLY BOUND MANUALS DETAILING OPERATION AND MAINTENANCE REQUIREMENTS FOR
IRRIGATION SYSTEMS.
MANUALS SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE NO LATER THAN 10 DAYS PRIOR TO COMPLETION
OF WORK.
PROVIDE DESCRIPTIONS OF ALL INSTALLED MATERIALS AND SYSTEMS IN SUFFICIENT DETAIL TO PERMIT
MAINTENANCE PERSONNEL TO UNDERSTAND OPERATE AND MAINTAIN THE EQUIPMENT.
PROVIDE THE FOLLOWING IN EACH MANUAL:
INDEX SHEET, STATING IRRIGATION CONTRACTOR'S NAME, AODRESS, TELEPHONE NUMBER AND NAME OF PERSON TO
CONTACT
DURATION OF GUARANTEE PERIOD
EQUIPMENT LIST PROVIDING THE FOLLOWING FOR EACH ITEM:
MANUFACTURER'S NAME
MAKE AND MODEL NUMBER
NAME AND ADDRESS OF LOCAL MANUFACTURER'S REPRESENTATIVE
SPARE PARTS LIST IN DETAIL
DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS FOR MAJOR EQUIPMENT
CHECKLIST
PROVIDE A SIGNED AND DATED CHECKLIST AND DELIVER TO THE OWNER'S REPRESENTATIVE PRIOR TO FINAL REVIEW
OF THE WORK.
USE THE FOLLOWING FORMAT:
PLUMBING PERMITS: IF NONE REQUIRED, SO NOTE.
MATERIAL APPROVALS: APPROVED BY AND DATE
PRESSURE LINE TESTS: BY WHOM AND DATE
RECORD DRAWINGS: RECEIVED BY AND DATE
CONTROLLER CHARTS: RECEIVED BY AND DATE
MATERIALS FURNISHED: RECEIVED BY AND DATE
OPERATION AND MAINTENANCE MANUALS: RECEIVED BY AND DATE
SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS: RECEIVED BY AND DATE
MANUFACTURER'S WARRANTIES IF REQUIRED: RECEIVED BY AND DATE
WRITTEN GUARANTEE: RECEIVED BY AND DATE
LOWERING OF HEADS IN LAWN AREAS: IF INCOMPLETE, SO STATE
GUARANTEE
DIG ALERT
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GUARANTEE THE IRRIGATION SYSTEM TO PROVIDE SERVICE AS DESIGNED AND INSTALLED FOR A PERIOD OF ONE YEAR
FROM DATE OF ACCEPTANCE BY OWNER'S REPRESENTATIVE
CORRECT ALL PROBLEMS WHICH DEVELOP IN THE SYSTEM DUE TO FAULTY MATERIALS OF WORKMANSHIP DURING THE
GUARANTEE PERIOD.
REPAIR OR REPLACE SUCH WORK AS DIRECTED BY THE OWNER'S REPRESENTATIVE
MAKE REPAIRS AND REPLACEMENTS PROMPTLY WHEN NOTIFIED.
PROVIDE A WRITTEN GUARANTEE FOR EACH SEGMENT OF THE PROJECT, STATING DATE OF COMPLETION AND GUARANTEE
PERIOD.
THE OWNER RESERVES THE RIGHT TO MAKE TEMPORARY REPAIRS DURING THE GUARANTEE PERIOD AS NECESSARY TO
KEEP SYSTEMS IN OPERATING CONDITION WITHOUT VOIDING THE CONTRACTOR'S GUARANTEE, NOR RELIEVING THE
CONTRACTOR OF HIS RESPONSIBILITIES.
PRODUCT HANDLING
STORAGE:
STORE MATERIALS AT A LOCATION DIRECTED BY THE OWNER'S REPRESENTATIVE
STORE MATERIALS IN AN ORDERLY MANNER. AVOID INTERFERENCE WITH OTHER CONSTRUCTION ACTIVITIES.
PROTECTION: CONTRACTOR SHALL PROTECT HIS WORK AND WORK OF OTHERS FOR THE DURATION OF THE CONTRACT.
HE SHALL PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT AND AVOID UNDUE BENDING AND ANY CONCENTRATED
EXTERNAL LOADING. BEDS ON WHICH BEDS ARE STORED SHALL BE FULL LENGTHS OF PIPE. PIPE OR FITTINGS
THAT HAVE BEEN DAMAGED SHALL NOT BE USED.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL MATERIALS FROM THEFT OR LOSS.
PROTECT ALL MATERIALS TO PREVENT INTRUSION OF DIRT AND MOISTURE.
PROTECT THE INSTALLED WORK AND MATERIALS OF OTHER TRADES.
PRODUCTS
GENERAL
MATERIALS OR EQUIPMENT INSTALLED OR FURNISHED SHALL BE NEW.
GENERAL Pl PE
PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT:
MUST BE CAST IRON, BRASS, COPPER OR OTHER MATERIAL APPROVED BY CMWD BACKFLOW SPECIALIST 438-2722 EXT 7152.
ALL THREADED PIPES SHALL BE THREADED BY THE MANUFACTURER OF THE PIPE.
P.V.C. PIPE
ALL PRESSURE SUPPLY LINES UNDER VEHICULAR PAVING TO BE P.V.C. SCHEDULE 40.
PRESSURE SUPPLY LINES 4" AND LARGER DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 200 P.V.C.
(ASTM D-2241) CONNECTED WITH RUBBER GASKET BELL AND SPIGOT CONNECTIONS. THE INSERTION MARK SHALL
BE VISIBLE TO SHOW PROPER DEPTHS INTO SPIGOT. THRUST BLOCKS SHALL BE AT EACH CHANGE OF DIRECTION
AND SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS.
PRESSURE SUPPLY LINES 2", 2-1/2" AND 3" DOWNSTREAM OF BACKFLOW PREVENTION UNITS: CLASS 315 P.V.C.
CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS.
PRESSURE SUPPLY LINES 1 1/2 INCHES AND SMALLER DOWN STREAM OF BACKFLOW PREVENTION UNIT: SCHEDULE
40 P.V.C. CONNECTED WITH PRIMER AND SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS.
NON-PRESSURE LINES: CLASS 200 P.V. C.
IDENTIFICATION MARKINGS:
IDENTIFY ALL PIPE WITH THE FOLLOWING INDELIBLE MARKINGS:
MANUFACTLRER'S NAME
NOMINAL PIPE SIZE
SCHEDULE OF CLASS
PRESSURE RATING P.S.I.
NSF (NATIONAL SANITATION FOUNDATION) SEAL OF APPROVAL
DATE OF EXTRUSION
PIPE (SOLVENT WELD TYPE): MANUFACTURE FROM VIRGIN POLYVINYL CHLORIDE COMPOUND IN ACCORD WITH ASTM
01784 OR ASTM D2241, CELL CLASSIFICATION 12454B; HYDROSTATIC DESIGN STRESS RATING NOT LESS THAN
2,000 P.S.I.
FITTINGS: STANDARD WEIGHT, SCHEDULE 40, INJECTION MOLDED P.V.C. COMPLY WITH ASTM 01784, CELL
CLASSIFICATION 13454B, AS MANUFACTURED BY DURA COMPANY OR APPROVED EQUAL.
THREADS (WHERE REQUIRED): INJECTION MOLDED TYPE
TEES AND ELLS: SIDE GATED
THREADED NIPPLES: STANDARD WEIGHT, SCHEDULE 80 WITH MOLDED THREADS
JOINT CEMENT AND PRIMER
NON-PRESSURE PLASTIC PIPE AND FITTINGS SHALL BE CEMENTED USING A 100% ACTIVE SOLVENT, BLUE IN COLOR.
PRESSURE PLASTIC PIPE ANO FITTINGS SHALL BE COATED WITH A PRIMER AND THEN WITH A 100% ACTIVE SOLVENT.
BOTH PRIMER AND SOLVENT SHALL BE SIMILAR IN ALL RESPECTS TO THAT MANUFACTURED BY CHRISTI'S OR
APPROVED EQUAL
COPPER PIPE AND FITTINGS
PIPE: TYPE K, HARD TEMPERED ASTM B 88
FITTINGS: WROUGHT COPPER, SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22.
JOINTS SHALL BE SOLDERED WITH SILVER SOLDER, CONFORMING TO ASTM B 206.
BRASS PIPE AND FITTINGS
BRASS PIPE SHALL BE 85% RED BRASS, AMERICAN NATIONAL STANDARD INSTITUTE (ANSI), SCHEDULE 40 SCREWED
PIPE.
FITTINGS SHALL BE MEDIUM BRASS, SCREWED 125 POUND CLASS.
ELECTRICAL AND WIRING SERVICE
HIGH VOLTAGE
CONTRACTOR IS TO COORDINATE WITH THE LOCAL ELECTRICAL COMPANY FOR CONNECTION TO ELECTRICAL SERVICE
AND/OR INSTALLATION OF CONDUIT, ELECTRICAL WIRING, AND METER PEDESTAL AT THE LOCATION SHOWN ON THE
DRAWINGS. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS SHOULD BE MADE AT NO COST TO
THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE PLANS
ELECTRICAL EQUIPMENT INSTALLED OUTSIDE BUILDING SHALL BE NEMA 4 TYPE, WATERPROOFED FOR EXTERIOR
INSTALLATION.
ALL CONNECTIONS BETWEEN ELECTRICAL SERVICES AND EQUIPMENT SHALL BE IN RIGID GALVANIZED ELECTRICAL
CONDUIT, WITH CONDUIT AND WIRING SIZE AS REQUIRED.
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
ELECTRICAL REQUIREMENTS TO AUTOMATIC CONTROLLERS -(120 V) TO BE COMPLETE IN EVERY RESPECT TO OWNER
ELECTRICAL CODE, READY FOR USE AND IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. PROVIDE SEPARATE
POWER SHUT-OFF SWITCH AT PANEL FOR EACH CONTROLLER. ALL WIRING IN GALVANIZED CONDUIT AND FITTINGS
FROM SOURCE PROVIDED UNDER THE ELECTRICAL SECTION. NO RUNNING THREADS ACCEPTED; USE NIPPLES.
CONDUIT SYSTEM SHALL BE 660 VOLT INSULATION; NEC STANDARD ANNEALED COPPER WIRE AND SHALL BE MINIMUM
AWG #12 TW OR RW. PROTECT EACH CONTROLLER BY A CODE APPROVED GROUND CONNECTION. SUPPLY TO BE 120
VOLTS, 60 CYCLE, SINGLE PHASE, ONE AMP. USE ONLY GALVANIZED STEEL FASTENERS IN SECURING CONTROLLERS
IN POSITION. INSTALL NEW CONTROLLER AS DETAILED ON DRAWINGS.
ALL HIGH VOLTAGE ELECTRICAL WORK SHALL REQUIRE SEPARATE ELECTRICAL PERMITS ANO INSPECTION.
LOW VOLTAGE
CONNECTIONS BETWEEN CONTROLLER ANO REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL AWG-UF,
600 VOLT WIRE, INSULATION THICKNESS 3/64 INCH, UTILIZING LOW DENSITY HIGH MOLECULAR WEIGHT
POLYETHYLENE INSULATION. CONTROL WIRES SHALL BE A DIFFERENT COLOR FOR EACH AUTOMATIC CONTROLLER.
SPLICES, WHERE PERMlffiD, SHALL BE WATERPROOFED USING RAIN BIRD, PEN-TITE CONNECTORS OR FUSIBLE HEAT
SHRINKING TUBING AND HOUSE IN A BOX.
WIRE SIZING SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, IN NO CASE LESS THAN NO. 14.
GROUND WIRES SHALL BE WHITE IN COLOR WITH A DIFFERENT COLOR STRIPE FOR EACH AUTOMATIC CONTROLLER.
EACH CONTROLLER SHALL HAVE AN INDEPENDENT COMMON WIRE.
THREE CONTINUOUS SPARE CONTROL WIRES, BLUE IN COLOR, SHALL BE INSTALLED WITH ALL PRESSURIZED MAIN
LINE FROM THE CONTROLLER ENCLOSURE TO THE END OF THE MAIN LINE.
WATER SERVICE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING WATER METERS AS CALLED FOR ON DRAWINGS BY MAKING
ALL ARRANGEMENTS WITH THE WATER COMPANY FOR INSTALLATION, OR INSTALLING METER AS REQUIRED BY WATER
COMPANY AND PAYING ALL COSTS INCURRED. MINOR CHANGES IN LOCATION CAUSED BY ACTUAL SITE CONDITIONS
SHOULD BE MADE AT NO COST TO THE OWNER. THE OWNER'S REPRESENTATIVE SHALL APPROVE ALL CHANGES TO THE
PLANS
GATE VALVES
2-1/2 INCHES AND SMALLER, (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM 862 BRASS BODY, 150 POUND
SATLRATED STEAM RATED; WITH SCREWED JOINTS; NON-RISING STEM: SCREWED BONNET, SOLID DISC. PROVIDE
WITH HAND-WHEEL.
3 INCHES AND LARGER (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM A 126 CLASS B, CAST IRON BODY 150
POUND O.W.G. WITH FLANGED JOINTS, NON-RISING STEM, BOLTED BONNET, AND DOUBLE DISC, EQUIPPED WITH A 2"
SQUARE OPERATING NUT. A THRUST BLOCK SHOULD SUPPORT BODY.
CLASS 312 STAINLESS STEEL NUTS AND BOLTS SHALL BE USED TO CONNECT ALL FLANGED CONNECTIONS.
QUICK COUPLING VALVES
TWO PIECE TYPE BRASS BODY, 150 POUND CLASS, WITH 1 INCH FEMALE THREADS OPENING AT BASE, PERMITTING
OPERATION WITH A SPECIAL CONNECTING DEVICE (COUPLER) DESIGNED FOR THIS PURPOSE.
COUPLER THREADS: LUG TYPE
HINGE COVER: PROVIDE WITH RUBBER-LIKE VINYL COVER.
CHECK VALVES
ANTI-DRAIN VALVE: PLASTIC CONSTRUCTION, WITH SOFT COMPOSITION DISC, STAINLESS STEEL INTERNAL PARTS,
AND WITH SPRING TENSION ADJUSTABLE FROM 4 P.S.I. TO 15 P.S.I.
BACKFLOW PREVENTION UNITS
BACKFLOW PREVENTER: DESIGNED TO OPERATE ON A "REDUCED PRESSURE" PRINCIPLE; EQUIPPED WITH GATE VALVES
AND FlELD TEST COCKS.
PRESSURE VACUUM RELIEFS, INLET AND DISCHARGE GATE VALVES, AND FIELD TEST COCKS.
AUTOMATIC CONTROLLER
TYPE: FULLY AUTOMATIC OPERATION, CAPABLE OF OPERATING THE NUMBER OF STATIONS AND REMOTE CONTROL
VALVES INDICATED ON DRAWINGS.
AUTOMATIC ASSEMBLY SHALL CONSIST OF A STAINLESS STEEL, VANDAL RESISTANT ENCLOSURE, STAINLESS STEEL
PRE-DRILLED REMOVABLE BACKBOARD, CONTROLLER OF SAME MANUFACTURER ANO MODEL NO. AS CALLED OUT ON
DRAWINGS, TERMINAL STRIP, AND 117 VOLT OUTLET. THE 117 VOLT DUPLEX BOX SHALL BE PROVIDED WITH AN
ON/OFF SWITCH AND 117 VOLT RECEPTACLE. ALL POWER WITHIN THE HOUSING SHALL BE PROPERLY PHASED. A
PREWIRED TERMINAL STRIP SHALL BE PROVIDED CLEARLY INDICATING THE PROPER POINTS OF CONNECTION OF ALL
APPROPRIATE WIRING (STATIONS VALVES, COMMON, MASTER VALVE, PUMP START, AND SENSING). THE CONTROLLER
ASSEMBLY SHALL INCLUDE A LIMITED FIVE YEAR WARRANTY.
REMOTE CONTROL VALVES
AS PER DRAWINGS
ROTARY SPRINKLER HEADS
AS PER DRAWINGS
SMALL SHRUBBERY SPR'INKLER HEADS
SPRINKLER SHALL BE SIMILAR IN ALL RESPECTS TO TYPE NOTED ON DRAWING.
BODY SHALL BE EQUIPPED WITH A BUILT-IN CHECK VALVE.
VALVE BOXES-FOR POTABLE WATER IRRIGATION SYSTEMSS
VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT
AND CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND
BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD
OF 1500 PSI. VALVE BOX EXTENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE
BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL.
SEE SHEET 8 FOR THE SECOND PART OF IRRIGATION SPECIFICATIONS.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
II AS BUil T"
TITLE
REVIEWED BY:
INSPECTOR
DATE
DATE
1-----,f-----+-----------f----+----t---+-----, 1 s~EET I CITY OF CARLSBAD ~ PLANNING DEPARTMENT L22._j :=='....:::::=========--====:
:s It
Carlsbad Ca
160 -434-2152 DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DAlE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IRRIGATION SPEGIFIGATIONS
Tuscany by The Sea
APPROVE 7-N-~
ASSISTANT PLANNING DIRECTOR DATE
OWN BY: WDG PROJECT NO. DRAWING NO.
CHKD BY: WDG SDP-01-13 RVWD BY: WDG 428-1L
::::: ~ ""'
SEE SHEET 7 FOR THE FIRST PART OF IRRIGATION SPECIFICATIONS.
VALVE BOXES--FOR POTABLE WATER IRRIGATION SYSTEMS
VALVE BOXES SHALL BE FABRICATED FROM A DURABLE PLASTIC MATERIAL RESISTANT TO WEATHER, SUNLIGHT
AND CHEMICAL ACTION OF SOILS. THEY SHALL BE GREEN IN COLOR. THE COVER SHALL BE GREEN IN COLOR AND
BE SECURED WITH A STAINLESS STEEL BOLT MECHANISM. THE COVER SHALL BE CAPABLE OF SUSTAINING A LOAD
OF 1500 PSI. VALVE BOX [)(TENSIONS SHALL BE BY THE SAME MANUFACTURER AS THE VALVE BOX. ALL VALVE
BOXES SHALL BE AS MANUFACTURED BY AMETEK, CARSON, OR AN APPROVED EQUAL.
QUICK COUPLING VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LffiERS "QCV",
2" HIGH
GATE VALVE BOXES SHALL BE ROUND. THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "GV", 2" HIGH
REMOTE CONTROL VALVE BOXES SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LffiERS
"RCV" AND THE VALVE NUMBER IN CHARACTERS 2" HIGH.
SPLICE BOXES SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS "SB", 2" HIGH.
VALVE BOXES FOR MOISTURE SENSING STATIONS SHALL BE 12" X 18" .THE COVER SHALL BE HEAT BRANDED WITH
THE LffiERS "MSS", 2" HIGH.
TRAFFIC AREA BOXES: CONCRETE WITH CAST IRON LID DESIGNED FOR VEHICULAR TRAFFIC USE.
OPERATING AND MAINTENANCE TOOLS
DELIVER THE FOLLOWING ITEMS TO THE OWNER WHEN WORK IS COMPLETED AND PRIOR TO FINAL ACCEPTANCE OF
WORK.
TWO WRENCHES FOR DISASSEMBLY AND ADJUSTMENT OF EACH TYPE OF SPRINKLER HEAD.
TWO KEYS FOR EACH AUTOMATIC CONTROLLER.
6 COUPLERS AND MATCHING HOSE SWIVELS WITH GLOBE VALVES.
2 KEYS FOR OPENING VALVE BOXES.
EXECUTION
UTILITY SERVICES
CONTRACTOR SHALL CONNECT TO THE WATER METERS AT THE LOCATION INDICATED ON THE DRAWING AND MAKE ANY
MINOR CHANGES IN LOCATION NECESSARY DUE TO ACTUAL SITE CONDITIONS AS A PART OF THIS CONTRACT.
CONNECTIONS TO EXISTING MAINS: CONTRACTOR IS TO CONNECT TO AN EXISTING MAIN, AT THE LOCATION SHOWN
ON DRAWINGS. IRRIGATION DRAWINGS ARE BASED ON A REVIEW OF EXISTING CONDITIONS AND, WHEN AVAILABLE,
AS-BUILT IRRIGATION DRAWINGS. EXISTING CONDITIONS MAY DIFFER IN THE FIELD FROM WHAT IS SHOWN ON
AS-BUILT DRAWINGS. THEREFORE, CONTRACTOR IS TO REVIEW EXISTING SITE CONDITIONS PRIOR TO ANY
INSTALLATION. CHANGES IN EXISTING PIPING SIZE THAT MAY REQUIRE DIFFERENT FlTTINGS SHALL BE MADE
AT NO ADDITIONAL COST TO THE OWNER.
CONNECT TO EXISTING ELECTRICAL SERVICE. MAKE MINOR CHANGES IN LOCATION AS NECESSARY DUE TO ACTUAL
SITE CONDITIONS AS PART OF THIS WORK.
SITE REVIEWS
BEFORE ANY WORK COMMENCES; A CONFERENCE SHALL BE HELD WITH THE OWNER'S REPRESENTATIVE, CONTRACTOR AND
THE CITY INSPECTOR [(760) 815-6708] REGARDING GENERAL REQUIREMENTS OF THIS WORK.
CONTRACTOR'S RESPONSIBILITY:
NOTIFY THE OWNER'S REPRESENTATIVE FOR THE FOLLOWING REVIEWS, WITH 48 HOURS MINIMUM NOTICE.
SLEEVE INSTALLATION PRIOR TO BACKFILLING.
PRESSURE SUPPLY LINE INSTALLATION AND TESTING
SYSTEM LAYOUT
COVERAGE TESTS
FINAL REVIEW
PROVIDE 'WALKIE-TALKIE" EQUIPMENT AND/OR PERSONNEL TO MAINTAIN COMMUNICATION FROM REVIEW AREA TO
AUTOMATIC CONTROLLERS.
PROVIDE UP-TO-DATE AS-BUILT DRAWINGS AT EACH REVIEW.
IN THE EVENT CONTRACTOR SCHEDULES ANY REVIEW AND THE SYSTEM IS NOT FULLY READY, RECORD DRAWINGS
ARE NOT CURRENT, OR REQUIRED CORRECTIVE WORK HAS NOT BEEN COMPLETED, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REIMBURSING THE OWNER'S REPRESENTATIVE AT THE CURRENT HOURLY RATE PLUS ALL TRAVEL
EXPENSES. NO FURTHER REVIEWS WILL BE CONDUCTED UNTIL THIS CHARGE IS PAID.
EXAMINE SURFACES FOR CONDITIONS THAT WILL ADVERSELY AFFECT EXECUTION, PERMANENCE AND QUALITY OF
WORK.
VERIFY THAT GRADING HAS BEEN COMPLETED AND THE WORK OF THIS SECTION CAN PROPERLY PROCEED.
EXERCISE D(TREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR IS RESPONSIBLE
FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. CHECK EXISTING UTILITY
DRAWINGS FOR LOCATIONS.
NOTIFY THE OWNER'S REPRESENTATIVE IN WRITING, DESCRIBING UNACCEPTABLE CONDITIONS.
DO NOT PROCEED WITH WORK UNTIL UNACCEPTABLE SITE CONDITIONS ARE CORRECTED OR EXISTING UTILITIES
ARE LOCATED.
LAYOUT
ALL PIPING OR EQUIPMENT SHOWN DIAGRAMMATICALLY ON DRAWING OUTSIDE OF PLANTING AREAS SHALL BE
INSTALLED INSIDE PLANTING AREAS WHENEVER POSSIBLE. MAINS TO BE OUTSIDE R.O.W
LAY OUT EACH SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN ACTUAL
SITE CONDITIONS AND THE DRAWINGS. MINOR ADJUSTMENTS SHALL BE MAINTAINED WITHIN THE ORIGINAL DESIGN
INTENT.
LAY OUT EACH SYSTEM USING STAKING METHOD AS APPROVED BY OWNER'S REPRESENTATIVE. MAINTAIN AND PROTECT
APPROVED STAKING LAYOUT.
TRENCHING
EXCAVATE TRENCHES TO REQUIRED DEPTHS. FOLLOW APPROVED LAYOUT FOR EACH SYSTEM.
TRENCH BOTTOM SHALL BE FLAT TO INSURE PIPING IS SUPPORTED CONTINUOUSLY ON AN EVEN GRADE.
WHERE LINES OCCUR UNDER PAVED AREAS, CONSIDER DIMENSION TO BE BELOW THE SUBGRADE.
PROVIDE MINIMUM COVERAGE AS FOLLOWS:
30" BELOW TOP OF VEHICLE PAVEMENT FOR MAINS, LATERALS AND WIRING SLEEVES
PRESSURE SUPPLY LINES (3 INCHES AND SMALLER): IB INCHES
PRESSURE SUPPLY LINES (LARGER THAN 3 INCHES): 24 INCHES
NON-PRESSURE LINES: 12 INCHES
CONTROL WIRE: SAME AS PRESSURE SUPPLY LINE
LINE CLEARANCES
PROVIDE NOT LESS THAN 4 INCHES CLEARANCE BETWEEN EACH LINE AND NOT LIESS THAN 6 INCHES CLEARANCE
BETWEEN LINES OF OTHER TRADES, UNLESS OTHERWISE NOTED.
DO NOT INSTALL PARALLEL LINES DIRECTLY OVER ANY OTHER LINE.
BACKFILLING
INITIAL BACKFILL CLEAN, FINE GRANULAR MATERIAL AS APPROVED BY OWNER'S REPRESENTATIVE
COMPACT TRENCH BACKFILL TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL. RESTORE TO ADJACENT
GRADE, FREE OF DIPS, DEPRESSIONS, HUMPS OR OTHER IRREGULARITIES.
COMPACTING BY TRUCK OR OTHER VEHICLE IS NOT PERMITTED.
REPLACE AND RESTORE ALL SURFACES TO ORIGINAL CONDITION WITH NEW SOD.
INSTALLATION
ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED IN COMPLETE ACCORD WITH MANUFACTURER INSTRUCTIONS
FOR IT.
INSTALL BACKFLOW ASSEMBLIES IN SHRUB AREAS AT MINIMUM HEIGHT PERMITTED BY LOCAL CODE.
ROUTING OF PRESSURE SUPPLY LINES AS INDICATED ON DRAWINGS IS DIAGRAMMATIC. INSTALL LINES (AND
VARIOUS ASSEMBLIES) TO CONFORM TO DETAILS ON PLAN.
INSTALL ALL SPECIFIED ASSEMBLIES IN ACCORDANCE WITH THE DRAWINGS. PIPE UPSTREAM OF IRRIGATION
ASSEMBLIES (REMOTE CONTROL VALVES, GATE VALVES, BACKFLOW PREVENTER, ETC.) IS EQUAL IN DIAMETER TO
DOWNSTREAM PIPING OF IRRIGATION ASSEMBLIES. IF NECESSARY ADD REDUCED BUSHING TO BRING PIPING DIAMETER
TO IRRIGATION ASSEMBLIES SIZE.
BRASS PIPE AND FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY.
PLASTIC PIPE AND THREADED FITTINGS: ASSEMBLE USING TEFLON TAPE APPLIED TO MALE THREADS ONLY.
TAPE ALL OPEN ENDS OF PIPE DURING INSTALLATION TO PREVENT ENTRY OF ANY FOREIGN MATTER INTO THE
SYSTEM.
QUICK COUPLING VALVES: UNLESS OTHERWISE INDICATED, LOCATE VALVES WITHIN 12 INCHES OF HARDSCAPE.
CONTROLLERS: VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
BACKFLOW PREVENTION UNIT : VERIFY EXACT LOCATION WITH CMWD BACKFLOW SPECIALIST.
SPRINKLER HEADS:
SHRUB HEADS SHALL BE INSTALLED AS NOTED ON DRAWINGS.
ELEVATE FULL HEADS IN LAWN AREAS TO A MINIMUM OF 3 INCHES ABOVE GRADE.
ELEVATE HEADS ALONG CURBS, WALKS, PAVING, ETC., 1 /2 INCH ABOVE GRADE IN LAWN AREAS.
LOWER RAISED HEADS WITHIN 10 DAYS AFTER NOTIFICATION BY THE OWNER.
PIPING BENEATH PAVEMENT
PIPING UNDER PAVEMENT SHALL BE INSTALLED WITHIN A P.V.C. SCHEDULE 80 SLEEVE. THE SLEEVE SHALL
HAVE A MINIMUM 1" CLEARANCE FROM THE MAIN LINE AND SHALL EXTEND A MINIMUM OF 3 FEET BEYOND SUCH
PAVEMENT. IN-LINE FITTINGS, INCLUDING COUPLINGS, SHALL NOT BE PERMITTED UNDER PAVED SURFACES
EXCEPT WHERE THE LENGTH OF THE LINE UNDER PAVING IS 20 FEET OR GREATER. THE END OF SLEEVE SHALL
BE CAPPED HANO TIGHT UNTIL PIPING IS LAID.
SLEEVES UNDER EXISTING PAVEMENTS MAY BE INSTALLED BY JACKING, BORING OR BY HYDRAULIC DRIVING,
EXCEPT AS OTHERWISE SPECIFIED OR DIRECTED.
SECURE OWNER'S PERMISSION PRIOR TO CUTTING OR BREAKING D(ISTING PAVEMENTS.
MAKE COMPLETELY CLEAN CUTS USING POWER SAWS, AT APPROVED LOCATIONS ONLY.
REPLACE ANO RESTORE ALL SURFACES TO ORIGINAL CONDITION, INCLUDING GRADE AND LANDSCAPING.
RESTORATION WORK SHALL MATCH THE ORIGINAL WORK IN EVERY RESPECT, INCLUDING TYPE, STRENGTH,
TEXTURE AND FINISH.
SLEEVES SHALL BE INSTALLED A MINIMUM OF 6" BENEATH THE BOTTOM OF THE PAVEMENT SUBGRADE AND
AT LEAST AS DEEP AS PIPING REQUIRES.
PROVIDE AND BACKFILL A MINIMUM OF 6" OVER AND UNDER ALL SLEEVES LOCATED UNDER PAVED AREAS. A
COMPACTION TEST IS REQUIRED TO CONFIRM 95,i: RELATIVE DENSITY.
COORDINATE INSTALLATION OF PIPING AND WIRES UNDER PAVED AREAS WITH OTHER TRADES.
I
I
IF THE ONLY PIPING INSTALLED IS OVER 20 FEET LONG; PRESSURE TESTING IS REQUIRED FOR THAT SECTION
AT THE TIME OF INSTALLATION. UPON COMPLETION OF PIPING INSTALLATION, THE ENTIRE SYSTEM MUST BE TESTED.
CONTROL WIRES LOCATED BENEATH PAVED AREAS SHALL BE INSTALLED IN A SEPARATE SCHEDULE BO P.V.C. SLEEVE.
IF WIRE UNDER PAVED AREAS CANNOT BE CONTINUOUS, ALL SPLICES SHALL BE ENCLOSED IN AN APPROVED BOX.
VALVES AND VALVE BOXES
VALVES AND VALVE BOXES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS AND DETAILS. THE TOP OF THE VALVE
BOXES SHALL BE 2" ABOVE FINISH GRADE IN GROUND COVER AREAS AND 1" ABOVE FINISH GRADE IN LAWN AREAS.
INSTALL EACH REMOTE CONTROL VALVE AND QUICK COUPLING VALVE IN A SEPARATE VALVE BOX AND ALLOW AT LEAST
24" BETWEEN VALVE BOXES.
Fill AREA UNDER BOX WITH MINIMUM OF 3 CUBIC FEET OF PEA GRAVEL BEFORE BOX IS INSTALLED.
COMMON BRICKS SHALL BE PLACED BENEATH EACH CORNER OF RECTANGULAR VALVE BOXES FOR STABILIZATION.
IDENTIFICATION:
ATTACH IDENTIFICATION TAG SHOWING VALVE NUMBER ON EACH SOLENOID 'PIGTAIL"
FOLLOW THE SAME PROCEDURE WHEN USING MOISTURE SENSING UNITS, ADDING "MS" OR lffiERS NOTING THE TYPE OF
EQUIPMENT.
TAGS SHALL BE MANUFACTURED OR POLYURETHANE BEHR DESOPAID, YELLOW IN COLOR WITH BLACK LffiERS 2-3/4
INCHES BY 2-1/4 INCHES.
LOW VOLTAGE WIRING
PLACE WIRING IN THE SAME TRENCH AND ALONG THE SAME ROUTING AS THE PRESSURE SUPPLY LINES UNLESS
OTHERWISE APPROVED.
INSTALL WIRING PRIOR TO MAIN LINE WHENEVER POSSIBLE.
WHEN MORE THAN ONE WIRE IS PLACED IN A TRENCH, TAPE WIRES TOGETHER AT A MAXIMUM 12 FEET ON CENTER.
AN EXPANSION CURL SHALL BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION. EXPANSION LOOP
SHALL BE OF SUFFICIENT LENGTH AT EACH SPLICE CONNECTION, AT EACH ELECTRICAL CONTROL VALVE SO THAT
IN CASE OF REPAIR THE VALVE BONNET MAY BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE CONTROL
WIRES.
AN EXPANSION CURL SHALL BE PROVIDED EVERY 100 FEET IN RUNS OF MORE THAN 100 FEET IN LENGTH. PROVIDE
LOOPED SLACK AT VALVES AND CHANGES IN DIRECTION OF 90 DEGREES.
USE A CONTINUOUS WIRE BETWEEN CONTROLLER AND REMOTE CONTROL VALVES.
EXCEPT AS OTHERWISE APPROVED, DO NOT SPLICE WIRE AT ANY POINT.
ALL APPROVED SPLICES SHALL BE ENCLOSED IN AN ACCEPTABLE BOX.
EACH CONTROLLER SHALL BE PROVIDED WITH SEPARATE GROUND WIRE.
SYSTEM FLUSHING
AFTER ALL SPRINKLER PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, AND PRIOR TO INSTALLATION OF
SPRINKLER HEADS, THOROUGHLY FLUSH ALL LINES WITH A FULL HEAD OF WATER.
DO NOT INSTALL SPRINKLER HEADS UNTIL LINES HAVE BEEN FLUSHED TO THE SATISFACTION OF THE OWNER'S
REPRESENTATIVE
SYSTEM ADJUSTMENT
VALVES: ADJUST FLOW CONTROL FOR PROPER OPERATION.
HEADS: ADJUST FOR ALIGNMENT AND COVERAGE.
IF IT IS DETERMINED THAT COVERAGE CAN BE IMPROVED BY A NOZZLE CHANGE, MAKE SUCH CHANGES OR ARRANGE
WITH THE MANUFACTURER TO HAVE CHANGES MADE, AS PART OF THE WORK OF THIS SECTION.
MAKE CHANGES PRIOR TO ANY PLANTING.
PRESSURE TESTS
PROVIDE ALL EQUIPMENT NECESSARY TO TEST SYSTEMS, INCLUDING FORCE PUMP.
PERFORM ALL HYDROSTATIC TESTS IN PRESENCE OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR.
TEST ALL PRESSURE SUPPLY LINES UNDER HYDROSTATIC PRESSURE OF 150 P.S.I. FOR A PERIOD OF 4 HOURS,
UNLESS OTHERWISE APPROVED.
DO NOT BACKFILL OVER ANY LINE MORE THAN IS NECESSARY FOR TESTING, UNTIL IT HAS BEEN INSPECTED,
TESTED AND APPROVED.
DO NOT INSTALL REMOTE CONTROL VALVES, QUICK COUPLERS OR ANY OTHER VALVE ASSEMBLY UNTIL TESTING IS
COMPLETED AND APPROVED.
COVERAGE TESTS
OF THE OWNER'S REPRESENTATIVE AND CITY INSPECTOR
TEST SYSTEM TO ASSURE THAT ALL PLANTING AREAS ARE WATERED COMPLETELY AND UNIFORMLY.
MAKE ALL NECESSARY ADJUSTMENTS, INCLUDING REALIGNMENT OF HEADS, TO PROVIDE REQUIRED COVERAGE AS
DIRECTED BY OWNER'S REPRESENTATIVE
EXISTING TREES
ROOTS 2 INCHES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE
A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, THE WALL OF
TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS.
OPERATING INSTRUCTIONS
TRAIN THE OWNER'S REPRESENTATIVE MAINTENANCE PrnSONNEL IN PROPER OPERATION OF ALL MAJOR EQUIPMENT,
INCLUDING RECOMMENDED WINTERIZATION PROCEDURES.
PROVIDE THIS TRAINING AT THE OWNER'S CONVENIENCE.
SUBMIT WRITTEN EVIDENCE THAT TRAINING HAS BEEN SUCCESSFULLY COMPLETED.
CLEANUP
UPON COMPLETION OF THE WORK, RESTORE GROUND SURFACES TO REQUIRED ELEVATIONS AND REMOVE EXCESS
MATERIALS, DEBRIS AND EQUIPMENT FROM THE SITE TO SATISFACTION OF OWNER'S REPRESENTATIVE
DIG ALERT
DIAL TOLL FREE ~ 1-800-422-4133
~ ~Y<Il"i.B-"'
l.NDINIKIIJND IIINCI: ALDrT a, IIXJ'1HIIIN Qt,U,mru
Carlsbad Ga
160 -434-2152
ENGINEER'S SIGNAlURE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
" AS B U I LT"
TITLE
REVIEWED BY:
INSPECTOR
DATE
DATE
1------4-------------+--+----+--+----IIS~EETI CITY OF CARLSBAD~ PLANNING DEPARlMENT ~ :=='....::::::========::::..'.:===:
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
Tuscany by The Sea
ASSISTANT PLANNING DIRECTOR
OWN BY: __ .'l\'Q(L_
CHKD BY: WDG
RVWD BY: WDG
PROJECT NO.
SDP-01-13
DRAWING NO.
428-1L
~ Cti
'
ll "•* ~ k.fl
:>:.,"
..
Symbol
TREES
Au
Gs
Gs tt
G
Jc.t
0
Oe
Pc.
Pg
VINES
Db
Gn
,; '
2Gf-Db -5 al
2 0-Ac. _ 5 al tie to fenc.e 25-C, 5 al
11-fs -36"box
8-Au -15 al
20-Ec. -5 al
3-Cs -36"box
cove~
4-Au -15 al
. "7~1
I
I •.'::" .. = ::::::;i
I
I
I
2-Jc.t -2411box
1-cn -.... ,,a
4-Pi
62-L
-
11-zant -2 al
2-cs -5411box
I
al 2-Pc. -48"box
·c:_::-J_ 'I ' .
• > ,"";;=s:•,:s;:s:,&J;:~;r~'.•;;::s:::: = =-·.
I
I
--····.I
1Cf-Ac. -5 al
6-P -4811 box
2-0------t!Ilt-_ l _ --......... -------
1/
/
1'1-FS -3611box
1-c. -5 al
eotaniG.al Name common Name
Arbutus unedo Strawberry Tree
Gupressus sempervirens Italian c.ypress
'Stric.ta'
Gupressus sempervirens Dwarf Italian c.ypress
'Tiny Towers'
Ginkgo biloba Maiden Hair Tree
'Fairmount'
Juniperus c.hinensis Twisted Juniper
'Torulosa'
Olea europaea Olive Tree
'Manzanillo'
Olea europaea Olive Tree
'5UJan Hill'
Pinus c.anariensis Ganary Island Pine
Podoc.arpus grac.illior Fern Pine
Distic.tus buc.c.inatorus
Gestrum noc.turnum
Blood Red Trumpet Vine
Night Jasamine
I
IA N
Si.ze
15gallon
*96" 54" Box '
15 gallon
24"6ox
24" Box
*54" Sox
54"Sox
*48" 54" Box '
4B"Box
5gallon
5gallon
L.ampranthue speG.tabilie -flt.ed
IG.e l"lant
Ajuga reptans 'G-lant eron.ze' -tted Mat. ®1:2" o.G..
/ / D
SeneG.io m drakueG.ae
l<lania
1 al I on ® e;u rn
(eee eht Clf)
31-C, -5
T L.
~emarks Symbol
HRUSS
Hedged
note staking
planted in
pots
no staking
no staking
in box
no guying
no guying
note staking
Low branch
Abut m
Ac.
Aga sg
Alyo h
Gg
Db
Ef
Fs
H sac.
L.p
p
Pp
Philo X
Pc.
Tie to fence Tec.o c.
zant
e e
eotaniG.al Name
Abutilon megapotamic.um
Victory'
Arbutus unedo 'C.Ompac.ta'
Agapantus 'Summer Gold'
Alyogyne huegelii
Geanothus griseus
'Horizontal Is'
Distic.tus buc.c.inatorus
Ec.hium fastuosum
Feijoa sellowiana
Heuc.hera 'Santa Ana
Gardinal'
Heuc.hera 'Santa Ana Gard.
Lavandula
Pennisetum 'Gupreum'
Pelargonium peltatum
Philodendron •xanadu'
Pittosporum c.rassifollum
'nana'
Tec.oma c.apensis -red
zantedesc.hia aethiopic.a
'1-J t
N D
common Name
Flowering Maple
Dwarf Strawberry Tree
hybrid Lily of Nile
Slue Hibiscus
Garmel Greeper
Blood Red Trumpet Vine
Pride of Madeira
Pineapple Guava
Goral Sells
Goral Bells
Lavender
Fountain Grass
Ivy Geranium
nc.n
nc.n
Gape Honeysuckle
Galla Lily
Si.ze
5 gallon
5 gallon
1 gallon
15 gallon
5 gallon
5 gallon
5 gallon
96" Box
1 gallon
2 gallon
5 gallon
1 gallon
5 gallon
5 gallon
5 gallon
15 gallon
5 gallon
planted in urn
planted in Pots
Patio Tree
3-Pc. -48"box
:s
O"
c.arlsbad c.a
160 -434-2152
ENGINEER'S SIGNATIJRE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
1. ALL BOXED SFEC.IMEN Tfl<EES ARE SIZl:D FOR BID PURPOSES AND MAY BE
REDUCED IN SIZE TO 24" BOX.
2. SEE DETAIL G -SHT "I FOR SFEC.IAL STAKING OF LA~E C.YPR.ESS Tl".El:S.
3. ALL GROUND PLAIN PLANTING AREAS SHALL RECEIVE A LAYER OF
c.oMMERC.IAL GRADE ORGANIC. MULC.H 3 INCHES THlc.K.
4. ALL PLANTS THAT HAVE AN ASTERISK BY THEIR CONTAINER SIZE IN THE PLANT
LEGEND V'IILL REC.EIVE A ROOT BARRIER BETV'IEEN THE "<?OTBAI.L AND
ADJACENT HARDSC.APE. SEE DETAIL AND SPEc.lFlc.ATION.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BU IL T"
TITLE ______ _
REVIEWED BY:
INSPECTOR
DATE
DATE
I S~EET I CITY OF CARLSBAD 1---+--+-------------+---t--t--t-----i -, PLANNING DEPARTMENT 1---+--+-------------+---+--t--t-----i
!"LANTING-!"LAN
Tuscany by The Sea
planted in urn 1---+----+---------------t---+--+--t--f A_PP_R_oVE_,;~,,_,zku~~rL"-----~7_-/'/-0.S-
Patio Tree DATE INITlAL
ENGINEER OF WORK REVISION DESCRIPTION
AssIsTANT PLANNING DIRECTOR DATE
DWN BY: WDG ..
DATE INITlAL DATE INITlAL CHKD BY: WDG
OTHER APPROVAL CITY APPROVAL RVWD BY: _WDG
PROJECT NO.
SDP-01-13
DRAWING NO.
428-1 L
IIIN
,r
I
7
\
\
\
'
I
I I • \\
1
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C vel -2411bo
X
1 Philo x
1gal
-5 al
__ fajuga +1 Heu m-1
11-____j~~
1 Philo x
I
,b __ ..... //
/;/
/
Philo
e, Pitt c..
">i) j f~
·~-----·----
PL.ANTIN(& PL.AN -OE:CK L.E:Y!L.S
Plastic Hose Ties ·--_
Guy Wire wl turnbuckle
Required 1o Support
Tree (3 min)
Root Ba! Set 1' --,.
.A.bove Finish Grade
Fertilizer Tablets
6"
Slope 1"/ft
314' Crushed Roel<.
XRoot Ball
~--2'Mulch
,---6" Min. Basin
Deadman (1n>'). 4 "x4"x 18'' Rwil
Pipe w: Drain Cap (one
as lrrtgation pipe J see
Plan and Irrigation Detai
6 fl.
Root Ball -set
roo1ball 1" ablov
finish gr a de
ft. Min,
3/4" Crushed Rock!
jJ
4 Cstt 1
-7
Lav m
• -
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NOT!!!!
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Gl't.ADI!! l"ll't. l!!!Al't.K (!!,MAL.L.) l!XCl!!l"'T' eox "A".
:2. eox "A" !!,HAL.I.. I!!!! 'T'Ol"l"l!!C) l'lll'T'H COl!!l!!!L.I!! ~"-6"DIA. 'T'AN GOL.O"-!!, ro
l!!!!!!>'T' M"''T'C.H !!>'T'ONI!! ON l!!!I..C)G!!,.
al I Gink b -24"b
==~i ~w::;,/a==a::.i-· · uga + 1 o Heu m-1 gal
1t -5 al
□~ _ -1.'cil ====
."'==i,-, ~'"--f------' q
1 Gink -24"box
w/ajuga Heu m-1gal
5 al
9 Vinc..a
--~ Wonder Tree Ties
(3) or Approved Equal !-•~-2" Mulch Cover
1 O' Lodgepole Stakes (2)
Backfill
NOT!!: eubmit a eample to the J...A. arid
to the C.ity lriepector f'or approval f'rom
both prior to irietallatiori.
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Prapared backfil
S" basin berm·
Shrub
Fertilizer teblets
2'' Mulct, Cover
18"
irshgrad
4'' Pertora'ted Pipes
2 per pit
2 X Root Bait
Depth of root ball
Slope 1 "/ft. To comer
ull Fert. Tabs away fm.'11 1:1:ool.'ball on -
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as ground cove-rs shall be planted in this triangular pattern at
thee ual distances called foe in 1he lanl I end.
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E GROUND COVER PL.ANING
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F CONTAINER PL.ANTNG
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
APPROVED
ENGINEERING PLANCHECKER DATE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BU I LT"
TITLE -------~ DATE
REVIEWED BY:
INSPECTOR DATE
~ CITY OF CARLSBAD ~ 1---1---+----------------t----t---+----t---l ~ PLANNING DEPARTMENT l22__j
::===='-'=====::::::::::::::::::::::::::::::::::::::::==::::..:::=::::::
F'J..ANTINc5, Pi.AN
Tuscany by The Sea
TREE GUYING e TREE STAKING D SHRU6 Pl-ANTING
Garis bad Ga
160 -434-2152 DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
ASSISTANT PLANNING DIRECTOR
DWN BY: _WDG
CHKD BY: _W!JG_
RVWD BY: WDG
PROJECT NO.
SDP-01-13
DRAWING NO.
428-1L
-o ..... ...... ..,., 0
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 RELATED WORK:
IRRIGATION SECTION 02441
1 .3 SUBMITT ALS:
UPON BEING AWARDED THE PROJECT, CONTRACTOR MUST SUBMIT LIST OF
SOIL AMENDMENTS, FERTILIZERS AND PLANT MATERIALS-WITH QUANTITIES
OF EACH WITHIN 15 OR DAYS FROM AWARD CONTRACT.
1.4 GUARANTEES AND REPLACEMENTS:
. 1 SHRUBS, VINES, AND GROUNDCOVER SHALL BE GUARANTEED TO REMAIN
HEAL THY AND VIGOROUSLY GROWING FOR ONE GROWING SEASON OR
NINETY (90) DAYS, WHICHEVER COMES FIRST.
.2 ALL TREES THAT HAVE BEEN SUPPLIED AND INSTALLED UNDER THIS
CONTRACT SHALL BE GUARANTEED TO LIVE IN A HEALTHY CONDITION FOR A
PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE PROJECT. IF
TREES ARE ALSO SUPPLIED BY THE OWNER, THE GUARANTEE SHALL APPLY
AS STATED ABOVE.
.3 ALL PLANTS FOUND TO BE DEAD AND ALL PLANTS NOT IN A VIGOROUS
CONDITION NOTED WITHIN THE GUARANTEE PERIOD SHALL BE REPLACED
WITHIN FOURTEEN (14) DAYS.
.4 PLANTS USED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS
SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND
FERTILIZED AS ORIGINALLY SPECIFIED, AT NO COST TO.
1.5 OBSERVATION:
.1 OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE ARCHITECT.
THE CONTRACTOR SHALL REQUEST OBSERVATION IN WRITING, IN ADVANCE
OF THE TIME OBSERVATION IS REQUIRED.
.2 OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE
WORK:
A. PRE-CONSTRUCTION MEETING (COORDINATE WITH CITY INSPECTOR
760-815-6708)
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 ANO SHRUBS ARE SPOTTED IN PLACE FOR PLANTING, BUT
BEFORE PLANTING HOLES ARE EXCAVATED.
F. ORIENTING SPECIFIED TREES.
G. VERIFICATION OF FINISH GRADES.
H. APPLICATION OF PRE-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. FINAL OBSERVATION TO BE HELD AT THE COMPLETION OF THE
MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE
BEGINNING DATE FOR THE ONE-YEAR GUARANTEE OF ALL TREES.
.3 ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE
WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING,
(1) WHETHER THE WORK IS ACCEPTABLE; AND (2) OF ANY REQUIREMENTS
NECESSARY FOR COMPLETION ANO ACCEPTANCE OWNER
.4 THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE SHALL BE ON
THE SITE AT THE TIME OF EACH OBSERVATION.
1.6 MAINTENANCE:
.1 THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL
LANDSCAPE ANO IRRIGATION WORK ON THIS PROJECT IS COMPLETED,
CHECKED, ACCEPTED, AND WRITTEN APPROVAL FROM THE ARCHITECT IS
GIVEN TO BEGIN THE MAINTENANCE PERIOD, AND SHALL CONTINUE
THEREAFTER FOR NO LESS THAN 90 CALENDAR DAYS.
.2 THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS
OF THE CONTRACT DURING THE PROGRESS OF THE WORK ANO DURING
THE MAINTENANCE PERIOD UNTIL THE FINAL ACCEPTANCE OF THE WORK.
.3 REGULAR PLANTING MAINTENANCE OPERATIONS SHALL BEGIN
IMMEDIATELY AFTER EACH PLANT IS PLANTED. PLANTS ANO LAWNS SHALL
BE KEPT IN A HEALTHY, GROWING CONDITION AND IN A VISUALLY PLEASING
APPEARANCE BY WATERING, PRUNING, MOWING, ROLLING, TRIMMING,
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, ALL OTHER UNDESIRED VEGETATIVE GROWTH ANO
DEBRIS. ALL PLANTS FOUND TO BE DEAD IN AN IMPAIRED CONDITION SHALL
BE REPLACED IMMEDIATELY WITHIN 3 DAYS.
. 4 FERTILIZER (COMMERCIAL): 7-9-4 WITH CHELATED MINERALS SHALL BE
APPLIED AT THE RATE OF 12 POUNDS PER 1,000 SQUARE FEET 30 DAYS
AFTER THE BEGINNING OF THE MAINTENANCE PERIOD, AND EVERY 30 DAYS
THEREAFTER, FOR THE DURATION OF THE CONTRACT MAINTENANCE
PERIOD. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL
TEST MAY REDUCE APPLICATION RATE.
.5 THE CONTRACT COMPLETION DATE OF THE CONTRACT MAINTENANCE
PERIOD WILL BE EXTENDED, WHEN IN THE OPINION OF THE ARCHITECT,
IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY
CONDITION OF PLANTED MATERIAL OR UNESTABLISHED NON COVERING
LAWNS ARE EVIDENT AT THE TERMINATION OF THE SCHEDULED
MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
ADDITIONAL MAINTENANCE OF THE OR WORK AT NO CHANGE IN CONTRACT
PRICE UNTIL ALL OF THE WORK IS COMPLETED AND ACCEPTABLE.
.6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
ADEQUATE PROTECTION OF THE AREAS. DAMAGED AREAS SHALL
BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR AND SHALL EMPLOY, AT HIS OWN EXPENSE, A
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR TO LAY OUT
THE WORK OF THE PROJECT, TO ESTABLISH ALL REFERENCE POINTS SET
FOR CONSTRUCTION AND THE CERTIFICATION OF FINISH GRADES WITH
CIVIL ENGINEER DRAWINGS.
1.8 GENERAL REQUIREMENTS:
.1 THE TERM "PLANTING AREA" SHALL MEAN ALL AREAS TO BE PLANTED
WITH TREES, SHRUBS AND GROUNDCOVERS.
.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 1" OR LARGER, AND OTHER GROWTH OF DEBRIS
ACCUMULATED DURING THE DURATION OF THE PROJECT, SHALL BE
REMOVED FROM THE SITE UNLESS SPECIFICALLY EXEMPTED IN WRITING.
. 4 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.
.5 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 UNTIL THE
MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS
AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED.
.6 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
DRAWINGS ANO/OR SPECIFICATIONS AND ACTUAL CONDITIONS.
.7 QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE
ONLY, ANO ARE NOT GUARANTEED. CHECK AND VERIFY COUNT AND
SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS.
.8 ADEQUATELY STAKE, BARRICADE, AND PROTECT ALL IRRIGATION
EQUIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTING PROPERTY
DURING ALL PHASES OF THE SOIL AMENDING AND GRADING OPERATIONS.
.9 SPECIMEN TREE SELECTION:
A. ONE SAMPLE OF EACH TREE VARIETY AND SIZE, CALLED OUT ON
DRAWINGS 15-GALLON ANO 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 24" BOX SIZE AND
LARGER TAGGED AT THE NURSERY AND/OR AT THEIR PLACE OF GROWTH,
OR AS OTHERWISE SPECIFIED ON DRAWINGS.
.10 REJECTION AND SUBSTITUTION:
A. ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN
SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS,
WEATHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED ANO BE
IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED
WITH ACCEPTABLE PLANT MATERIALS. THE PLANTS MATERIAL SHALL MEET
ALL APPLICABLE INSPECTIONS REQUIRED BY LAW ALL PLANTS SHALL BE
OF THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR ANO CONDITION AS
SPECIFIED HEREIN AND/OR AS INDICATED ON THE DRAWINGS. UNDER NO
CONDITION WILL THERE BE ANY SUBSTIITUTION OF PLANT SPECIES,
VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING
DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE
ARCHITECT & CITY INSPECTOR.
. 11 UTILITIES:
A. ALL UTILITIES (WATER ANO ELECTRICITY) USED DURING THE
INSTALLATION OF THE LANDSCAPING AND IRRIGATION SYSTEMS FOR THIS
PROJECT SHALL BE PAID FOR BY THE OWNER. DURING THE MAINTENANCE
PERIOD, THE OWNER SHALL BE RESPONSIBLE FOR PAYMENT OF THE
UTILITIES.
1.9 INVOICING OF PLANT MATERIALS AND SOIL PREPARATION AND SOIL
PREPARATION CONFORMANCE TEST:
. 1 AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE-
MAINTENANCE INSPECTION, THE ARCHITECT, WITH THE HERETOFORE
SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS
AND INVOICES FOR THE PLANT MATERIALS ANO RELATED ITEMS, SHALL
INVOICE SUCH MATERIALS, COMPARING THE TOTAL AREA AND/AND OR THE
AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN
FURNISHED, THE ARCHITECT WILL REQUIRE THE INSTALLATION OF
ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS
SPECIFIED.
. 2 UPON DELIVERY OF MATERIALS AND/OR COMPLETION OF ALL SOIL
CONDITIONING ANO GRADING, BUT PRIOR TO INITIATING PLANTING
OPERATIONS, THE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED
COPIES OF THE REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR
SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL,
COMPARING THE TOTAL AREA OF EACH OPERATION. IF THE MINIMUM RATES
OF APPLICATION HAVE NOT BEEN MET. THE ARCHITECT WILL REQUIRE THE
DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO
FULFILL THE MINIMUM APPLICATION REQUIREMENTS SPECIFIED.
.3 RANDOM SOIL SAMPLES OF SUFFICIENT QUANTITY TO BE
REPRESENTATIVE OF THE ENTIRE SITE SHALL BE TAKEN BY THE
CONTRACTOR PRIOR TO BEGINNING WORK. THE ARCHITECT, IN THE
PRESENCE OF THE CONTRACTOR, SHALL INDICATE ON THE PLANTING PLAN
WHERE SOIL SAMPLES SHALL BE TAKEN. CONTRACTOR SHALL SUBMIT
SAMPLES TO A LICENSED SOILS TESTING LABORATORY(PRE-APPROVED BY
THE CITY). SOIL TEST SHALL CONSIST OF SOIL FERTILITY AND
AGRICULTURAL SUITABILITY CONFORMING TO THE METHODS OF THE
UNIVERSITY OF CALIFORNIA EXPERIMENTAL STATION AND USDA, ALONG
WITH RECOMMENDATION FOR CORRECTING ANY DEFICIENCY IN THE SOIL.
RECOMMENDATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND THE
CITY FOR APPROVAL
.4 A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE
ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR
SUBMITTAL TO A TESTING LABORATORY. AFTER SOIL AMENDMENTS HAVE
BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED
SOIL WILL BE TAKEN BY THE ARCHITECT AND SUBMITTED TO THE SOIL
LABORATORY FOR COMPARISON TO A CONTROL MIX. COST OF THE ABOVE
TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE
CONTRACTOR.
.5 AFTER GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES WILL
BE TAKEN BY ARCHITECT AND SUBMITTED TO THE SOIL LABORATORY FOR
TESTING OF ECE ANO PH. COST OF THE ABOVE TESTING BY THE SOILS
LABORATORY SHALL BE BORNE BY THE CONTRACTOR.
PART 2 • PRODUCTS
2.1 SOIL AMENDMENT AND FERTILIZER:
.1 SOIL CONDITIONER SHALL CONTAIN A SPECIAL BLEND OF ORGANIC
FRACTIONS TO SUPPLY SEVERAL DEGREES OF BREAKDOWN RATE WHICH
LASTS UP TO 10 YEARS IN THE SOIL, A PORTION OF INORGANIC AMENDMENT
THAT RESISTS FURTHER BREAKDOWN, PH OF 5.5 TO 6.5, SALINITY OF 3.0,
ORGANIC MATTER (DRY WEIGHT BASIS) MORE THAN 90 %, NON-IONIC
WETTING AGENT AND TOTAL NITROGEN CONTENT OF 0.5 %. (LOAMEX,
WIL-GRO, LIFE FOREST HUMUS).
.2 GYPSUM SHALL BE A COMMERCIALLY PROCESSED AND PACKAGED
GYPSUM (CASO 2H20) WITH MINIMUM 80 % GRADE CONTAINING 14 %
COMBINED SULFUR.
.3 IRON SULFATE (EXPRESSED AS METALLIC) 19 % OF QUALITY APPROVED BY
ARCHITECT.
.4 SULFUR (SOIL) (ELEMENTAL) 99 % OF QUALITY APPROVED BY ARCHITECT.
.5 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC ANO INORGANIC GRANULAR FERTILIZERS, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL
CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT
OF PLANT FOOD:
NITROGEN 1.0% MINIMUM
PHOSPHORIC ACID 10.0 % MINIMUM
POTASH 10.0% MINIMUM
.6 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND SHALL
CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT
OF PLANT FOOD:
NITROGEN 21.0% MINIMUM
PHOSPHORIC ACID 0.0 % MINIMUM
POTASH 0.0% MINIMUM
. 7 FERTILIZER (COMMERCIAL) SHALL BE LONG-LASTING CONTROLLED
RELEASE PLASTIC-COATED, UNIFORM IN COMPOSITION, FREE-FLOWING,
SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, ANO SHALL
CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT
OF PLANT FOOD:
NITROGEN 16.0% MINIMUM
PHOSPHORIC ACID 20.0 % MINIMUM
POTASH 0.0% MINIMUM
.8 FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL
ORGANIC INORGANIC GRANULAR FERTILIZERS WITH CHELATED MINERALS,
FREE-FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT,
AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES
BY WEIGHT OF PLANT FOOD:
NITROGEN 7.0% MINIMUM
PHOSPHORICACID 9.0% MINIMUM
POTASH 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 20.0% MINIMUM
PHOSPHORIC ACID 10.0 % MINIMUM
POTASH 5.0% MINIMUM
. 10 SOIL ENHANCER SHALL BE SAVRON.
2.2 PLANTING BACKFILL:
PLANTING BACKFILL SHALL BE FINALIZED WITH THE RECOMMENDATIONS
FROM THE SOIL ANALYSIS. PRELIMINARY SPECIFICALTION ARE A
THOROUGHLY BLENDED MIXTURE OF EXISTING SITE SOIL ANO SOIL
AMENDMENTS AT THE FOLLOWING MIXTURE:
SOIL CONDITIONER 1 /3 CU. YO.
SITE SOIL 2/3 CU. YD.
IRON SULFATE 1 LB./PER CU. YD. OF MIX
GYPSUM 10 LBS./PER CU. YO. OF MIX
2.3 STAKING MATERIALS
STAKES SHALL BE OF LODGE POLE PINE. THESE SHALL BE STRAIGHT
SHAFTS, SHAVED AND CUT CLEAN AND BARE OF BRANCHES ANO STUBS, OF
UNIFORM THICKNESS WITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF
LOOSE KNOTS, SPLITS BENDS. STAKES SHALL BE NO LESS THAN TEN (10)
FEET IN LENGTH.
2.4 GUYING MATERIALS:
.1 GUY WIRES SHALL BE OF PLIABLE, ZINC-COATED STEEL OF NO. 12 GAUGE.
.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 2-PL Y REINFORCED RUBBER, USED
OR NEW, GARDEN HOSE TYPE OF AT LEAST 1/2 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 SHALL BE BORDON CINCH-TIE OR APPROVED EQUAL.
2.5 PLANT MATERIALS:
.1 NOMENCLATURE: THE BOTANICAL AND COMMON NAMES OF PLANTS
HEREIN SPECIFIED CONFORM WITH THE APPROVED NAMES GIVEN IN "AN
ANNOTATED CHECK LIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA,
OREGON, AND WASHINGTON", PUBLICATION NO. 4091, PRINTED 1979 AND
"AN ANNOTATED CHECK LIST OF ORNAMENTAL PLANS OF COASTAL
SOUTHERN CALIFORNIA", PUBLICATION NO. 3276, PRINTED 1982, BOTH
PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, DIVISION OF
AGRICULTURAL SCIENCES. 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 THE 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 SHALL NOT BE DONE, PRIOR TO DELIVERY, EXCEPT BY WRITTEN
APPROVAL FROM THE ARCHITECT.
.5 INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR
STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR,
ANO WHERE NECESSARY CONTRACTOR SHALL HAVE SECURED PERMITS OR
CERTIFICATES PRIOR TO DELIVERY OF PLANS TO SITE.
.6 PLANTS SHALL BE SUBJECT TO INSPECTION, AND APPROVAL OR
REJECTION, AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING
PROGRESS OF WORK, FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS
AND INJURIES.
.7 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT THAT IF PROOF IS
SUBMITTED THAT ANY PLANT SPECIFIED IS NOT OBTAINABLE, A PROPOSAL
WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE, VARIETY
AND COST. ALL SUBSTITUTIONS ARE SUBJECT TO BOTH THE ARCHITECT'S &
THE CITY INSPECTOR'S WRITTEN APPROVAL. THE ARCHITECT WILL NOT
SIGN OFF ON THE INSTALLATION IF SUBSTITUTIONS ARE MADE W/O HIS
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 GROUNOCOVER PLANTS SHALL BE HEAL THY, VIGOROUS ROOTED
CUTTING GROWN IN FLATS UNTIL TRANSPLANTING .
. 12 PRE-EMERGENT HERBICIDE SHALL BE SURFLAN, TREFLAN, DYMID OR
EQUAL.
. 13 WEED ERADICATION SPRAY WILL BE ROUNDUP.
PART 3 • EXECUTION
3.1 SITE PREPARATION AND WEED ABATEMENT:
.1 GRUB AND CLEAN PLANTING ARE, REMOVING DEBRIS AND ROCK AND
ERADICATING WEEDS.
. 2 WEED ERADICATION SHALL BE DONE TEN (10) DAYS PRIOR TO
COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK
3.2 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 200 POUNDS OF COMMERCIAL FERTILIZER
21-0-0 PER ACRE.
.2 WATER ALL AREAS EVERY DAY FOR TWENTY-ONE (21) CONSECUTIVE
DAYS AND UNTIL WEED SEEDS HAVE GERMINATED. CEASE WATERING FOR
THREE (3) DAYS ANO SPRAY NON-A SELECTIVE HERBICIDE "ROUNDUP" TO
ERADICATE GERMINATED WEEDS. TRANSLOCATION OR APPROVED PERIOD
SHOULD BE 7-10 DAYS.
. 3 RAKE ANO HAUL OFF ALL DEAD WEEDS TO 1/2 INCH BELOW THE SURFACE
OF THE SOIL.
.4 IF PERENNIAL WEEDS OR GRASSES STILL EXIST, RE-WATER EVERY DAY
FOR FOURTEEN (14) CONSECUTIVE DAYS, UNTIL THE NEW GROWTH
APPEARS. RE· APPLY A NON-SELECTIVE HERBICIDE. REMOVE WEEDS AFTER
HERBICIDE HAS HAD A SUFFICIENT TIME TO KILL.
3.3 SOIL CONDITIONING, FERTILIZING AND ROTOTILLING:
.1 FOR AREAS LESS STEEP THAN 2:1:
AFTER THE AREAS HAVE BEEN DEEP-RIPPED, THE FOLLOWING RATES OF
SOIL CONDITIONING AND AMENDMENT MATERIALS SHALL BE EVENLY
SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY
SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A
MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE
INTIMATELY BLENDED WITH SOIL. THE THOROUGHNESS ANO
COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF SOIL
CONDITIONERS/AMENDMENTS SHALL BE ACCEPTABLE TO THE ARCHITECT.
A. SOIL CONDITIONER 5 CU. YD. PER 1,000 SQ. FT.
SOIL SULFUR 10 LBS. PER 1,000 SQ. FT .
IRON SULFATE 20 LBS. PER 1,000 SQ. FT. j
GYPSUM 250 LBS. PER 1,000 SQ. FT.
RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. S IL TEST MAY
REDUCE OR INCREASE QUANTITIES.
B. FERTILIZER (COMMERCIAL): 6-20-20 SHALL BE APPLIED AT THE RATE OF
40 POUNDS PER 1,000 SQUARE FEET AND SCARIFIED INTO THE TOP TWO
INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING
OPERATION.
C. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE
FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR
BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED.
.2 FOR AREAS 2:1 AND STEEPER:
AFTER THE AREAS HAVE BEEN ERADICATED OF WEEDS AND FINISHED
GRADED, THE FOLLOWING RATES OF SOIL CONDITIONING MATERIALS SHALL
BE EVENLY SPREAD OVER ALL PLANTING AREAS. NO SCARIFYING OR
ROTOTILLING SHALL BE COVERED.
A. GYPSUM 250 LBS. PER 1,000 SQ. FT.
SOIL SULFUR 10 LBS. PER 1,000 SQ. FT.
IRON SULFATE 20 LBS. PER 1,000 SQ. FT .
RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY
REDUCE OR INCREASE QUANTITIES.
B. SARVON SHALL BE APPLIED AT THE RATE OF 1 PINT PER 1,000 SQUARE
FEET. APPLY SARVON IN AREAS AS RECOMMENDED BY SOIL TEST. FOR
BIDDING PURPOSES, ASSUME ALL LANDSCAPE AREAS SHALL BE COVERED.
.3 DEEP 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 GRADING AND LEACHING OPERATION, FOUR SOIL SAMPLES SHALL
BE TAKEN BY ARCHITECT AND SUBMITTED TO SOIL LABORATORY FOR
TESTING. SOIL TEST SHALL MEET THE FOLLOWING REQUIREMENTS:
ECE · MAXIMUM 3.0 X 10.3
PH· MAXIMUM 7.5
A PERCENT OF ORGANIC MATTER SOIL TEST AFTER LEACHING MAY BE
REQUIRED BY ARCHITECT.
C. RE-APPLICATION OF SOIL AMENDMENT AND LEACHING OPERATION SHALL
BE REPEATED BY CONTRACTOR IF TESTS SHOW A NEGATIVE RESULT.
EXPENSE OF TEST, RE-APPLICATION OF A SOIL AMENDMENT AND LEACHING
OPERATION SHALL BE BORNE BY CONTRACTOR.
0. DEEP WATER LEACHING SHALL BE DONE PRIOR TO THE APPLICATION OF
THE COMMERCIAL FERTILIZER 6-20-20.
E. NO PLANTING SHALL BE INSTALLED UNTIL APPROVAL HAS BEEN GIVEN BY
THE ARCHITECT IN WRITING.
F. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES
NOT CAUSE EROSION OR SLUFFING OF SOILS .
G. ALL DEPRESSIONS, VOIDS, EROSION SCARS, AND SETTLED TRENCHES
GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH CONDITIONED
TOPSOIL AND BROUGHT TO FINISH GRADE.
3.4 FINISH GRADING:
.1 FINISH GRADES SHALL BE AS INDICATED ON CIVIL ENGINEER'S AND
LANDSCAPE DRAWINGS.
.2 FINISH GRADES SHALL BE MEASURED AS THE FINAL WATER-COMPACTED
AND SETTLED SURFACE GRADES AND SHALL BE WITHIN PLUS OR MINUS 0.1
FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL
ENGINEER'S DRAWING. UNLESS OTHERWISE NOTED. FINISH GRADE SHALL BE
2" BELOW ADJACENT FINISH PAVING SURFACES IN GROUNDCOVER AREAS
AND 1" BELOW IN LAWN AREAS .
.3 FINISH GRADES HALL BE MEASURED AT THE TOP SURFACE OF SURFACE
MATERIALS.
.4 MOLDING ANO ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL
CHANGES IN SLOPE.
.5 ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES
RESULTING FROM TILLAGE, ROTOTILLING, AND ALL OTHER OPERATIONS,
SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE
INITIATED .
.6 THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND
AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER
UNDERGROUND UTILITIES DURING ANO GRADING CONDITIONING
OPERATIONS.
. 7 FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE
WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, AND
TOWARD ROADWAYS, DRAINS, AND CATCH BASINS.
.8 FINAL GRADES SHALL BE ACCEPTABLE TO THE ARCHITECT BEFORE
PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN.
.9 PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN TWO (2)
PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE AWAY FROM ALL
BUILDINGS.
3.5 PLANTING:
. 1 THE LAYOUT OF LOCATIONS FOR PLANTS AND OUTLINES OF
GROUNDCOVER TO BE PLANTED SHALL BE APPROVED ON THE SITE BY THE
ARCHITECT, PRIOR TO THEIR PLANTING.
ALL SUCH LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE
WITH EXISTING UNDERGROUND PIPING, PRIOR TO EXCAVATION OF HOLES. IF
UNDERGROUND CONSTRUCTION OR UTILITY LINES ARE ENCOUNTERED IN
THE EXCAVATION OF PLANTING AREAS, OTHER LOCATIONS FOR THE
PLANTING MAY BE SELECTED BY THE ARCHITECT. DAMAGE TO EXISTING
UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
. 2 PLANTING TREES, SHRUBS, AND VINES:
A. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH
ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED
ON DRAWINGS. HOLES SHALL BE, IN ALL CASES, LARGE ENOUGH TO
PERMIT HANDLING ANO PLANTING WITHOUT INJURY OR BREAKAGE OF
ROOT BALLS OR ROOTS.
B. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL
ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED
FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO
BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY
STACKED PENDING ITS RE-USE FOR THE FILLING OF HOLES, PITS, AND
BEDS .
C. EXCESS SOIL GENERATED FROM THE PLANTING HOLES SHALL BE
SPREAD ON THE SITE AS DIRECTED BY THE ARCHITECT.
D. PLANTS IN CONTAINERS SHALL HAVE THE CANS OPENED BY CUTTING
VERTICALLY ON OPPOSITE SIDES OF EACH
E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE
-HERETO FORE SPECIFIED CONDITIONER ANO SOIL PLANTING BACKFILL. NO
PLANT EXCEPT GROUNDCOVER SHALL BE PLANTED WITHIN THREE (3) FEET
OF SPRINKLER HEADS. NO TREE SHALL BE PLANTED WITHIN SIX (6) FEET OF
SPRINKLER HEADS.
F. THE PLANTS SHALL BE PLACED IN THE PLANTING PITS ON UNDISTURBED
GRADE, SO THAT THE CROWNS OF THE ROOT BALLS ARE 1" ABOVE
SURROUNDING FINISH GRADE. AFTER SETTING THE PLANTS, THE REMAINING
BACKFILL MATERIAL SHALL BE CAREFULLY TAMPED AND SETTLES AROUND
EACH ROOT BALL TO FILL ALL VOIDS.
G. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER OF THE
HOLE AND SHALL BE SET PLUMB AND HELD RIGIDLY IN POSITION UNTIL THE
PLANTING BACKFILL HAS BEEN TAMPED FROM AROUND EACH ROOT BALL.
H. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE,
LOCATED AS PER MANUFACTURER'S SPECIFICATIONS, AT THE FOLLOWING
RATES:
(1) -5 GRAM TABLET PER LINER AND FLAT SIZE PLANT.
(1) -21 GRAM TABLET PER 1-GALLON CONTAINER.
(3). 21 GRAM TABLETS PERS-GALLON CONTAINER.
(5) • 21 GRAM TABLETS PER 5-GALLON CONTAINER.
(1) -21 GRAM TABLET PER EACH 3" OF BOX SIZE.
I. NO PLANT WILL BE ACCEPTED IF THE ROOT BALL IS BROKEN OR CRACKED.
EITHER BEFORE, DURING OR AFTER THE PROCESS OF INSTALLATION.
J. ALL PLANTS SHALL BE THOROUGHLY WATERED INTO THE FULL DEPTH OF
EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING.
K. ALL TREES SPECIFIED TO BE STAKED SHALL BE STAKED WITH TWO LODGE
POLE STAKES, DRIVEN INTO THE GROUND ON THE SIDES OF THE TREE
PERPENDICULAR TO THE PREVAILING WINDS. THE STAKES SHALL BE DRIVEN
IN PLUMB AND SECURE. SPECIAL CARE SHALL BE TAKEN THAT THE DRIVING
IN OF THE STAKE DOES NOT DAMAGE THE TREES ROOTS OR ROOT BALL.
TREE TIES SHALL BE FASTENED TO EACH TREE AND STAKE BY LOOPING
FIGURE B'S WITH THE INSIDE DIAMETER OF THE TIE AT 2 OR 3 TIMES THE
DIAMETER OF THE TREE AND BY TACKING THE BACK OF THE TIE TO THE
STAKE. (SEE DETAILED DRAWINGS) .
L. ALL TREES SPECIFIED TO BE GUYED SHALL BE GUYED AS DETAILED.
M. THE STAKING AND GUYING SHALL BE ACCOMPLISHED IN SUCH A MANNER
AS TO INSURE THE PROPER AND HEAL THY GROWTH ANO SAFETY OF THE
PLANTS, PROPERTY, AND THE PUBLIC.
N. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND
SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF
THE TREES, SHRUBS, AND VINES.
0. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES, SHRUBS,
AND 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 3/4 INCH DIAMETER
SHALL BE PAINTED WITH APPROVED TREE SEALANT.
P. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED ANO PLANTED WITH
A CRANE.
Q. ALL TREES 24" BOX AND LARGER SHALL BE SPOTTED IN PLACE PRIOR TO
THE DIGGING OF THE HOLE.
.3 PLANTING GROUNDCOVERS
A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE
DRAWINGS. THE GROUNDCOVER PLANTS SHALL BE ROOTED CUTTINGS
GROWN IN FLATS, AND SHALL REMAIN IN THOSE FLATS UNTIL
TRANSPLANTING.
B. ALL GROUNDCOVER PLANTS SHALL BE PLANTED WITH SOIL AROUND
ROOTS IN STAGGERED ROWS, EVENLY SPACED AT THE INTERVALS CALLED
OUT ON THE DRAWINGS.
C. THE GROUNDCOVER PLANTS SHALL BE PLANTED SUFFICIENTLY DEEP TO
COVER ALL ROOTS ANO A PLANTING TABLET SHALL BE PLACED IN EACH
PLANTING HOLE, AS PER MANUFACTURER'S SPECIFICATIONS, AND SHALL BE
IMMEDIATELY SPRINKLED AFTER PLANTING UNTIL THE ENTIRE AREA IS
SOAKED TO THE FULL DEPTH OF ALL THE HOLES.
D. THE GROUNOCOVER PLANTING AREA SHALL BE HANO-SMOOTHED AFTER
PLANTING TO PROVIDE AN EVEN, SMOOTH FINAL FINISH GRADE.
E. GROUNDCOVER SHALL BE PLANTED WITHIN 12" OF MAIN PLANT STEM
WHERE SHRUBS ANO TREES ARE PLANTED .
3.6 HERBICIDE APPLICATION:
PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO GROUNDCOVER AREAS
ONLY, AND IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. DO
NOT APPLY IN LAWN OR HYDROSEED AREAS. ARCHITECT SHALL BE
NOTIFIED AND PRESENT AT THE TIME OF THE APPLICATION.
3. 7 CLEAN-UP
AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A
NEAT MANNER ANO REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER
COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND
CONTAINERS USED IN ACCOMPLISHING WORK. CONTRACTOR SHALL SWEEP
ANO CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT
TO PLANTINGS.
CAN WITH NURSERY CAN OPENERS, TIN~---------------------,------'.":""-------:::------7
"AS BUILT" SNIPS, OR OTHER APPROVED INSTRUM-
ENTS FOR THIS PURPOSE. ALL USED
CONTAINERS SHALL BE REMOVED TO
THE STORAGE AREA OR FROM THE
SITE DAILY.
TITLE ________ _ DATE
ENGINEER'S SIGNAlURE REQUIRED ON PAGE 1 ONLY
APPROVED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
RE-.,,EWED BY:
:'5 o,'_
c.arlsbad c.a
160 -434-2152
ENGINEERING PLANCHECKER DATE INSPECTOR DATE
~ CITY OF CARLSBAD ~ 1------J---l----------------1---+--+-----t---i l22_J PLANNING DEPARTMENT L_22_j ~::::=.:=======::::::::::========'-'==~
DA lE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
PLANTING SPEGIFIGATIONS
Tuscany by The Sea
ASSISTANT PLANNING DIRECTOR
DWN BY: _WDG_
DATE INITIAL DAlE INITIAL CHKD BY: WDG
OTHER APPROVAL CITY APPROVAL RVWD BY: _WD.G_
PROJECT NO.
SDP-01-13
DRAWING NO.
428-1 L