HomeMy WebLinkAboutDWG 483-7L; CD 12-06; AGUA HEDIONDA VISITOR CENTER; 01-12GENERAL NOTES
f~ECYCLLO WATER NOTt=:S
1. ALL I/YORK SHALL BE DONE IN ACCORDANCE VHH THE CARLSBAD MUNICIPAL WATER DISTRIC"r'S
RULES AND REGULATIONS.
2. DmNKlf\lG 'NATER FOUNTAINS AND DESIGNATED OUTDOOR EA TING AREAS SHALL BE PROTECTED
AGAINST CONTACT 'MTH RECYCLED WATER SPRAY, MIST OR MISTING.
3.BEST MANAGEMEm PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST
EXTENT POSSIBLE PONOICIG, RUN-OFF, ovrn-SPRAY, AND MISTlflG.
4. HOSE BIBS ARE STRICTLY PROHIBITED.
5.CROSS-CONNECllONS BETWEEN RECYCLED WATER LINES ANO POTABLE WATER LINES ARE
STRICTLY PROHIBITED.
G. NO SUBSTITUllON OF PIPE MATERIALS ½ILL BE ALLOWED ~nTHOUT PRIOR APPROVAL OF THE CITY
OF CARLSBAD MUNICIPAL WATER DISTRICT.
/.Al_L MAINLINE PIPES SHALL I-IAVE WAf~/\llf\lG TAl~E rER CARLSBAD MUNICIPAL WATER DISTRICT'S
RULES AND REGULATIONS.
8. HOURS FOR IRRIGATION \~TH RECYCLED WATER ARE FROM 10: 00 P.M. TO 5, 00 A.M. THE HOURS
FOR IRRIGATION ~HH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCAL.
AUTHORITY. IRRIGA Tim! DURING PUBUC USE PERJODS 1MTH DISINFECT[D T[RTIARY RECYCLED
WATER SHALL BE UNDER THE SUPER\11S10~1 OF THE DESIGNATED USER SUPERVISOR. IRRIGATION
\l'llTH WATER. OF A LESSER QUALITY THAN DISINH::CTED TERTIARY RECYCLED WATER SHALL BE
l::3~TWEEN THE HOURS OF 10: 00 I-' .M, TO 6: 00 A.M.
9.BURIAL OF ALL V'~RING AND PIPING SHALL MEET CARLSBAD iliiUNICIPAL WATER DISTRICT'S RULES
AND REGULATIONS.
10. NON·-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT 1MTH RECYCLED WAIER,
WrlETHER BY 'MND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER
USE:. LACK OF PROTECTION, WrlE"IHER BY DESIGN, CONSTRUCTION ]"JRACTICE OR SYSTEM
OPERl'.TIOol IS STRICllL Y PROHIBI IED.
11. IFmlGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE
OVER-SPRAYING ON SIDEWALKS, STREETS AND NON-·DESIGNATED USE AREAS.
12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON
RECYCLED WATER DJSTRIOUTION SYSTEMS PER CARLSBAD MUNICIPAL WA fER DISTRICT'S RULES
AND REGULATIONS.
13. ON RECYCLED WATER SYSTEMS, ALL APPURTF.NANCES (SPRINKl.ER HEADS, VALVE BOXES, ETC.)
SHALL BE COLOR-CODED PURPLE PER A\W/A GUIDELINES AND SECTION 116815 OF THE
CAUFORl'-!IA HEAL 1H AND SAFETY CODE.
14. ALL IRRIGATION PlPE SHALL BE STENCILED Vl1TH WARNING, "NON-POTABLE OR RECYCLED
WATER", COLOR-CODED (PURPLE) AND LAID ½ITH WARNING TAPE AND STENCILING ORIENTED
TOWARD THE TOP OF THE TRENCH PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND
b;l::GUI.AI IONS.
15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLED
WA llER ANO SEWER LINES SHOULD BE PLACED A MINIMUM OF FOUR FEET APART OR AS
DIRECTED BY THE PROJECT ENGINlTR AND/Of< REGULATORY AGENCY.
16. CONSTANT PRESSURE RECYCl£D WATER LINES SHALL CROSS AT LEAST TVvELVE INCHES BELOW
POTABLE WATER LINES AND MAINTAIN AT LEAST TWELVE INCHES CROSSING SEPARATIOcl
BETWEEN OTHER UllLITIES.
17. IF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE
WATER LINE OR LESS THAN TWELVE INCI-IES BELOW A POTABL~: WATEr--\ LINE, THEN THE
RECYCLED WAllER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROllECllVE SLEEVE AS PER
TrlE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS.
18. rrlE REQUIRED CROSS-CONNECTIOfl SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD
MUNICIPAL WATER DISTRICT AND THE SAN DIF:GO COUNTY DEPARTI-~ENT OF ENVIRONMENTAL
Hl~ALTH.
19. TrlE REQUIRED CROSS-CONNECTION lclSPECTION SHALL BE DONE BY EITHER THE CARLSBAD
MUl'-llCIPAL WATER DISTRICT AND/OR THE SAN D!l::CO COUN 1-Y DEPAf<TMENT OF ENVIRONMENTAL
HEAL_lH COPIES OF INSPECTION RC:PORTS W1LL BE FORWARUED TO lHE NON-INSPEC llNG f.JARTY.
20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO [,JOT DRINK" SIGN SHALL
m: CALLl:J) OUT ON THE PLANS.
21. IHl-ll~N RECYCLED WATER BECOM[S AVAILABL[, AN ON-SITE USER SUPEr<VlSOR SHALL BE
DESIGNATED I1'-l WRITING. THIS INDIVlOUAL SHALL BE FAMILIAR WlTH PLUMBING SYSTEM 'h1TH!N
lllE PROPrnTY, 'MTH THE BASIC CONCEP rs OF BACKILOW/moss-CONNECTION PROTECTION, THE
RECYCLED PUREYOR'S RULES ANO REGULATJOMS AND T'rlE SPECIFIC REQUIREMENTS OF A
RECYCLED WATER SYSTEM. COPJES OF THE DESIGNATION, V\llTH CONTACT PHONE NUMBERS SHALL
BE PROV1DED TO THE CARLSBAD MUNICIPAL WATER DISTRICT.
IN CASE OF EMERGENCY CONTACT,
BUSINESS HOURS AT 7GO 271 1356 (LISA)
AFTER HOURS AT 7GO 27 I 1356 (LISA)
22. ALL PUBLIC AND PRIVATE POTABLE WATER MAINS lclCI.UDING FIRE MAINS AND ANY WATER
VVEI_LS AND WATER C:OUF6ES WITHIM THE RECYCLED WATER PROJECT SHALL BE SHOVVN ON THF:
PLANS.
23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT OR\Nl<ING FOUNTAINS AND/OR
IJCSIGf'JAfED OU"IIJOOR EA-llNG AF<EAS ON THE SITE.
24. A PHYSICAL SEPARAnON SHALL BE PROV10ED BETWErn ADJACENT AREAS IRRIGATED ~TH
RECYCLED WATER AND POTABLE WATER. SEPARATIOfl SHALL DE PROV10EO BY DISTANCE,
CONCRETE MOW STRIPS OR OTHER APPR01/ED Mf-: I·HODS.
25. ALL IRRIGATION BACKFLOW PREVEHlERS SHALL BE TESTED BY A CERTIFIF.D TESTER ANO
RESULTS MUST BE CIVHl TO THE CITY AND THE CARLSBAD f!.UNICIPAL WATER DISTRICT. PIPE
BET½IEEN THE METER AND BACKFL.OW PREI/EflTER SHALi, BE "SCHEDULE K HARD COPl'cR".
APPROVED CONTRACT BACKFLOW TESTERS CAN BE FOUND ON THE CITY 1/'/EB SITE AT
http: www. earl sbadco. gov /service/departments /water/Documents /recycledwaterback flowtestersl ist. pdf
FOR RECYCLED or
http: www.corlsbadco.gov/services/depur lrner1 ts/wu lc;r /Doucrnen b/water lmckflowlesterslist.pdf FOR
POTABLE OR CALL 760 438 2722
26. THE NEW IRRIGATION MAINLINE ANO VALVES SHALL BE HIGH-LINED /\ND CONNECTED TO A
POTABLE WATER SOURCE PENDING SUCCESSFUL CQf.1PLE"IIOl'-J or-CROSS CONl'-!EC-nOi'•J TEST AS
PERFORMED BY CMWO ANO DEH. THE FINAL CONNECTIONS TO THE EXISTING IRRIGA'flON
RECYCLED MAINLINE ARE TO BE PERFORMED ONLY AFTER APPROVAL IS PROV10ED GY CMWD ANO
DEH.
27. THERE ARE NO DRINKING FOUNTAINS, DECORATIVE FOUNTAINS, COMFORT STAllONS, FORMAL
OUTDOOR E/\TlNC AREAS, S1//IMMING POOLS OR 1t/ELLS ON SJTE.
-!-· -In Ord~~ to Conserve Water ...
RECYCLED
WATER
IN USE
00 NOT
DRINK
NO TOME
EL AGUA
WASH HANDS AFlER CONTACTING
.1__ LAVESE SUS MANOS DESPUES DE USAR
18" X 1 B" SIZE
.032 ALUMINUM, .060 ABS PLASTIC
OR STICK-ON VINYi_ SIGNS
BLACI< LOGO
PURPLE B/\CKROUND
36"
1" BLACK LETTERS
I
(N. T.S.)
WARNING RECYCLED WATER
DO NOT DRINK
RECYCLED WATER
),
SH HANDS. AFTER CONTACTING
LAVESE SUS MANOS DESPUES DE USAR
~ __J_ L------------~'c---~'-...cc-------~
12" X 36" SIZE
.032 ALUMINUM, .060 ABS PLASTIC
OR STICK-ON VINYL SIGNS
"-1" BLACK LETTERS
2" BLACI< LETTERS
TYPICAL SIGNS
SIGNAGI::: NUH::S
Tl-IE FOLLOWING GUILJELINES f-"OI< THE ust: OF l<ECYCLEIJ WATER ARE TO [3[ PERMAN[i'llLY POSTED INSIDE
THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE.
~JLACE ON 1::l-1 /;(' X 11" SIZED SIGN.
COLOR: PURPLE BACKGROUND WITH BLACK LETTERING.
GUIDELINES FOR RECYCLED WATER USE
A. \RRIG/\TE BETWEEl'-l THE HOURS OF 'I0:00 P.M. AND 6:00 AJA. ONLY. WATERING OUTSIDE THIS TIME
rnAME MUST BE DONE MNIUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL
AT ANY TIME BE LEFT UNATTENDED lJUf<ING usi:: OUTSIDE THE NORMAL SCHEDULE.
B.IRRIGATE IN A MANNER THAT WILL MINlfAIZE RUN-OFF, POOLING, ANU PONDING. THE APPLICATION RATE
SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE
COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RAIE f'RESENL THIS PROCEDURE: MAY OE FACILITATED
DY THE ffFICIENT SCHEDULlflG OF THE AUTOMATIC COSITROL CLOCKS, (I.E., El/,PLOYING THE REPEAT
FUNCTION TO Bf\EAK UP THE TOTAL IRRIGATION TIME IN TO CYCLES THAT WILL PROMOTE MAXIMUM SOIL
ABSORPTION).
C.ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE
CUSTOMER. FOf< LXMAPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS.
U.MONITOR ANO MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT /\ND MATERIAL FAILURE. BROKEN SPRINKLER
HEADS, LEAKS, UNRELIABLE I/ALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT.
E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE
PERSONNEL ON A CONTINUOUS BASIS, REGARDING Tl-IE Pf<C:SENCE OF RECYCLED WATER. MAINTENANCE
PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED
FOR DRlflKING OR FOR HAND AND TOOL WASHING, ETC.
F.OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY Pl~IVATE ON-SITE
FACILITIES. SUCH CHANGES MUST GE SUBMITrED TO, AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE
AND DESIGNED IN ACCUF~DAf'lCE WITH DISTl~ICT STANDARDS.
1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES Sl!AU. BE TAGGED WITH IDENTIFICATION TAGS.
A. TAGS SHALL BE WEATHERPROOF PLASTIC, 3"x 4", PURPLE IN COLOR, WITH THE WORDS "WARNING
RECYCLED WATER -IJO NOT LJf~INK" IMPRli'lTED ON ONE SIDE, ANO "AVISO -AGUA IMPURA-NO
TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE
I-AGS AS MANUFACTURED 8Y T. CHRISTY ENTERPRISES OR APPROVED EQUAL.
8. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS:
1. ATTACH TO VP.LYE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR
2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-V/RAP OR
3. ATTACH TO V/\LVE COVER WITH EXISTING VALVE COVER BOLT.
2. ALL SPRINKLER HEADS SH,\LL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS.
C.EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDEtHIFIED WITH A SIGN
BEARING THE WORDS "RECYCLED WATER USED FOR IRRIGATION" IN ENGLISH ANO SPANISH, WITH BL.ACK
LETTERS 1" I-IIGH 01'-i A PURPLE BACKROUND. THE SIGf'l SHALL BE PLACED SO THAT IT CAN BE READILY
SEEfl BY ANY OPERATIONS PERSONNEL UTILIZIOIG THC: EQUll'MENT.
INSPECTION PROCEDU1,ES:
INSPECTION OF THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF
THE WORK, OR HIS DESIG~IATED AGENT. REFER TO THE SPECIFICATIONS FOR THE
SCHEDULE OF REQUIREO INSPECTIONS AND REQUIRED SUEJMITTALS.
FOLLOWING COMPLETION OF THE WORK, THE 1.ANDSCAPE ARCHITECT OF THE WORK WILL
CEF<TIFY THAT THE INSTALLATION HAS BEE~I COMPLETED BY SUBMITTING THE 'FINAL
LANDSCAPE CERTIFICATI01'I FORM". A F(EQUEST FOR A FINAL LANDSCAPE INSPECTION BY
THE CITY MUST ALSO BE l~AOE BY CALLING THE INSPECTION REQUEST LINE.
'fl el AL LANDSCAPE CERTIFICATION FORM" FAX TO:
LANDSCAPE INSPECTION REQUEST PHOelE LINE:
1. DISTRICT CONSTRUCTIO~I INSPECTIO~I SHALL l~ICLUDE:
760-944-8943.
760-602-4602
A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLEIJ WATER LINES
(HORIZO~ITALL Y AND VERTICALLY).
G. PIPE IDENTIFICATIO~I
C. SLEEVl~IG AT CROSSINGS.
D. APPROPRIATE MATERIALS AND MARKl~IGS, INCLUDING PROPER QUICK COUPLERS.
2. DISTRICT FINAL INSPECTION SHALL INCLUDE:
A SIGNAGE INSTALLED PER PLAN.
8. CONTROLLER STICKERS.
C. TAGGING OF VALVES.
D. COVERAGE TEST AFTER CO~IPLETION OF THE SPRINKLER SYSTEM TO ENSURE
PROTECTIO~I OF AREA NOT APPROVED FOR RECYCLED WATER USE.
E. ALL ASPECTS OF THE IRRIGATION CO~IDITIONS l~ICLUOl~IG WINDOLOWN SPRAY,
RUNOf"F, AND PONDING.
F. REQUIRED PROTECTION OF ALL RESIDE~ITIAL AREAS.
G. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC.
H. CROSS-CONNECTION TEST IF REQUIRED.
I. COLOR CODED, LAMINATED CHARTS INSIDE EACH CONTROLLER.
3. ANNUAL l~ISPECTION SHALL INCLUDE:
A. A COMPLETE INSPECTION THAT WIIL COVER A -I OF THE DISTRICT FINAL
INSPECTION.
REVISIONS MUST BE APPROVE0 BY PUBLIC HEALTH ENGINEER, CITY ENGINEER &
DISTF\ICT ENCINcI:R PRIOR TO IMPLC:MENTATION lei FIELD.
Declaration of Responsible Charge:
I orn familiar with the requirements for landscape and irrigation plans contained in the
City of Carlsbod's Water Efficient Landscape Regulotior1s. I unJerslond that
construction drawings ore to be prepared in compliance with those regulations and the
Landscape Manual. I certify that the plans hove been prepared implementing those
regulations to provide efficient use of water.
I hereby declare that I am the licensed designer of work for· this project and lhat I
hove exerdsed responsible charges over the design of this project as de·fined in Section
670.3 of the Business and Professions Code and 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 DepaFtrnent of Environmental Health is confined to a
review only and does not relieve rne, as U1e licensed Jesi(drier of work, of my
responsib iii ties for project design.
These plons have been in prepared substantial conforrnorice with the approved
landscape concept pion, water conservation plan, fire protection plan, and all conditions
of approval relateci to landscaping.
"I am familiar with the requirements for landscape and irrigation plans contained in the
City of Carlsbad's Water efficient Landscape Regulations. I understand that
construction drawings are to be prepared in compliance with those regulations and the
Landscape Manual. I certify that the plans have been prepared implementing those
regulations to provide efficient use to provide efficient use of water"
FINAL AS-BUil T FLANS V'IILL BE REQUIRED TO
BE REVIEV'IED AND APPROVED BY THE CITY
AND FINAL PLANS V'IILL BE REQUIRED TO BE
APPROVED AND SIGNED BY THE CITY PRIOR
TO RELEASE OF SECURITIES.
ii'.
Carlsbad Ga
160 -4:34-2152
ill z ::,
7
Date: o--. /21 /20t 7
RECYCLED WATER SYSTEM (PRIVATE)
Agua Hedionda Visitor Cente,:::!°;E,~SOOPS<Me>OO,o.~oo
OVERFLOW PARKING LQT San Diego Gas & Electric
U)
-w-
-RW-
RECYCLED WATC:R METER
POTABLE WATER LINE
RECYCLED WATER LINE
RECYCLED WATER PRESSURE L"IE
PROPOSED LANDSCAPE IRRIGA TIO~I
AREAS USE RECYCLED WATER
*
POTENTIAL OUTDOOR EATING AREA
RECYCLED WATER WARNING
DO NOT ORIN!< SIGN
IRRIGATION PLA~I SHEET INDEX
SHEU TITLE
TITLE SHEET -RECYCLED WATER USE PLAN
CONSTRUCTION PLANS
WATER EFFICIENCY PLAN
IRRIGATION PLAN & LEGEND
IRRIGATION DETAILS
IRRIGATION SPECIFICATIONS
PL/1.NTlflG PALN & DETAILS
PLANTING SPECIFICATIONS
DI RT
DIAL TOLL FREE
1 · 800 · 422 -4133
AT LEAST TWO DAYS
BEFORE YOU DIG
SHEET NUMBER
I (THIS SHEET)
2
3
4
5
6-7
10-12
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
CAF~LSBAD MUJ\IICIPAL WATER DISTRICT DEVELOPERS NAME:
AODRESS:
1580 Cannon Road, Carlsbad, CA Company $
0:::
......J
NOT TO
SCALE
CARLSBAD
ALC/\_
· ... ', .·. 'cos¾'' AVE
CITY OF ENCINITAS
CITY OF VISTA
CITY OF
SAN MARCOS
CARLSBAD VICINITY MAP
---------
SPi:CIAL NOTi:S,
\
\
Reviewed
Colleen Pino
Land Management Representative
\ \
\ .
\ \
\
\ \
-... •--.,\ .... ,.
\r'
•-Ri:O(CLi:D V'IATl:R SIGN V'IARNING 'DO NOT DRINK'
NOT TO SCALE:
0
PROPOSED ~ECYCLED
~ATER USE
~
Plans preparecl Feb :.25, :.2015
1 A Sl:FARATi: CITY R::Yli:V'I AND APPROVAL IS Ri:OUIRl:'.D FOR ANY
PORTIONS Of THi:Si: PLANS Ri:QUIRING A 6UILDING Pi:Rt-,ilT. CITY
APPROVAL Of THi:Si: Pl.ANS IS FOR LANDSCAPi: Pl.ANTING AND
IRRIGATION ONLY.
IRRIGATIOJ\I /\J\10
INCLUDING
OF PLANTING
APPROVED FOR
!)LANTING ONLY,
PRECISE LOCATION
AREA
DATE
TITLE DATE
REVIEWED BY:
SHEETS
l,E~IOVATION & IMPROVEME~IT TO THE EXISTING
ADDITIONAL /\REAS OF PLANTING
TO USE RECYCLED WATER SYSTEM FOR:
Agua Hedionda Visitor Center
Overflow Parking lot
IRRIGATION TITLE SHEET / RECYCLED WATER USE PLAN
1----+---+--------------------1----t----t-----r----1 APPROVED /t{._," /J.. . '-'Gv lt U\4 1,,.11. 1~
J; PLANNING DATE
1 3 / 1 TEI.EPHONE: l::-:c=-=--:--c-:-::=:-=----,-------~-------1 ,,,_. u '-------------------~~+--~-+----------------+--+----+-----t-----jDRWN BY, WDG ~ u TE ·r L PROJECT NO. DRAWING NO. DATE DATE PLAN PREPARED:_____________ A INI IA DATE INITIAL DATE INITIAL
BY, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHCKD BY WDG CD 12~s_~~·-,,±~-~=~
JUN 2 4 2015
CITY 01' CAHLSBAD
PLANNING DIVISION
I
' ' '
,
'
;·, ,,
1·
I
j
/
I
f
I I
I
I
/
j
i
I
I
,
I'(
V
\
I
I
10'
I
I
!
I
I
""'' %.W i.cyf d;
,]ff f
!.iW i
/¢i i
:is/ _;
; ;
.11! ;
flW ·
I
I
'' :
.. r
I ,
I
I
/,
CONSTRUCTION Pl-AN
/
i
!
fl
l...EGEND: SYMBOL. ITEM
BOULDER SEAT
TREE TRUNK SEAT
1" Ei..i:GTRIGAL PVG GHASE LINE
l'<-OOT SAl'<-1'<-IEl'<-S
i
I
I !
I
/
f
I
I
I
I
!/
V
.lJi , /,; . I'!{/
) ii/ I /i' (· ;1,'
/ i/1
1 ill
I
I
I
j
' I
.i
' Fi i{i !J [ii J/1 iii
iii
!Ji
i ·/
I
f ' '
I
I I
/
' [
!
I
\ l
/
/
/ I
f ' ' /
'
' j
;,;
ff/ ;'!; I'.' . i!f
!ii ff
' I j
I I
' ! '
lll ;:;
!Ji ,,,
JI/· !I/ "' /!;
!JJ
: !
' ' ' ' i ' ' ' i ._ '
I
I
I I
' I I
I
I I
f
! ' ' I ! '•
-//
I
j
I
-
,
' I
! ··/
I '
-
; /
I
' !
f
' ! f
!
' !
!
'
! !
I I
!
''
' '
' ' ' ! ' I
' I
''
!
I
!
!
10
&
'i
I '
I
-
,,, /~~\~~{:~;~; -
, ,,.( l ,f f\', '"''-r( )c._->1~
,J'. ~\. '/ ;' ":;f.;& "',v.~'", ·,:_✓,:/
ft~'';, '1/ ~,D 'v -,;},}::, Jffe\ /\ 1 ,, I / ? ), , , ':? \ ' ')\,//
\ ,/ ,,>ill ' _, >-)'"iff, 'W>_'.', \
1,
-
y !
!
!
i ' ' I
i ~J
!
I
f
(
I I
! ' , I
I
/
,I
I
I ' f '
i
I
!
!
! :
/ ;
I
// I ,
/ /
I
I
I
!
/ i I
i /
\ j f /
!
! i I
/ I
I
I
I
I
I
' ! ! ,
I I I '
' fe
! I
I ' f
! / ' ! I
,/
I !
I
I
'/ I
f
I i f I
I
I
I
,
j /
' ! !/
i :
!,
(/
!/ I
I
I
! ' I ! ! ! ,.
! !
I
I
li
TREE TRUNK GROUP SEATING NODES
Tl'<-UNKS TO Sia Fl'<-01-1 LOGAL SOUl'<-G!:D TR!:!:S GUT V'IITHIN TH!: PAST & IYIONTHS. Tl'<-!:!:S TO Si: FR!:!: Fl'<-01-1 ALL INF!:STATION. H!:IGHTS TO Sia
PARALL!:L GUT. SET Tl'<-UNKS IN A TIGHT GROUPING, S!:GUR!: V'IITH :l #4 R!:SAR P!:R D!:TAIL. SET REBA!'<-PITS INTO GROUND SO TRUNK SOTTOl-1 SIT5
ON Gl'<-ADE.
PARALLEL. CUT ENDS
, I
!I '~i:"--1 ~ 9 -1;4 REBAR, HAMMERED IN PREDRIL.L.ED HOLES
4 " 'I I.I "' ,j I
BOULDER GROUPINGS II SINGLES
8"
SOULD!:RS TO SE 'CRESTA BLONDE' AVAILASL!: FROl-1 SOUTHV'IEST SOULDEI'<-4 STONE OR APPROVED EQUAL. BOULDERS TO SE ANGULAR V'IITH A
SEl-1I FLAT TOP AND IYIUL Tl HU!:D SROV'IN IN GOLOI'<-. ALL SHALL SE SET INTO GRADE V'IITH 1/4 OF BOULDER HEIGHT SET SELOV'I FINISHED Gl'<-ADE.
Gi'<-OUPS TO SE SET TOUGHING OR GLOSE.
CAP
1;;_ c;1=dd;t '~=·· ;_ ~rrr ,:i:-;:J:";:~r~r h ~rhf-, c TT
10"
r,: r,:
~Al-I.. HEIGHT 16
AVEi-:.AGE OFF
~· ADJACENT
II Fl..7T:~:J
1..1 G H T----!+-,,L-,L.--,,'---/-'-7'+-
V'!Al...l... DET All...
NOTES:
1. ALL GELLS SHALL BE GONGl'<-ETE FILLED.
:2. FINISH AND GO'--O1'<-OF EXTERIOR PLASTER TO SE SELECTED.
S. GAP TO SE FROl-1 ST!:PSTONE -'GLASSIG V'IA'--'--GAP' COLOR TO IYIATGH
EXI5TING.
BEVEi-ED
EDGED
45 DEGi-:.EE
~----SPLICE
JA!Al...l... C-AP TOP VIEV'!
L..V. LANDSCAPE LIGHTING LEGEND
ALL PRODUGT5 Al'<-E SY FX LUMINARE
$ V'IALK LIGHTS
SPOT LIGHT -
TMLEDTA-DG BLED 191'<.A DG
250015340000
FB-3LED SB
/
10'r
I ! [,,
ATTACHED TO BEAMS
SPOT LIGHT -
GROUND MOUNTED
RECESSED BENCH LIGHT
TRANSFORMER
/ \,, J \ 12 GAGE ELEC V'IIRE
l T
NP-9LED-LS-DG
UN-1LED-DT (10V'IATT)
LX-300-M
SECURE TO 4X4 POST
RUN UNDER GROUND 4
THRU CHASE AS SHOV'IN,
0
I I '
SEAT JA!Al...l...S
' ! I lJ I /
! i !
:?O
& 4083
SGA'--E 1" = 10& NORTH
Carlsbad Ga
1&0 -434-2152
San Diego Gas & Electric
Company
Reviewed By~ Date4-7-/5
Colleen Fino
Laud Management Repre:;,ecntative
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS SUIJ... T"
TITLE _________ _ DATE
REVIEV'IED BY,
INSPECTOR DATE
t----t----+-----------+--+----+---l----11 S~ET I CITY OF CARLS BAD I SH1E~S 1 • PLANNING DIVISION • ~=:"============'-'==='.
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OiH::R APPROVAL CITY APPIWVAL
Overl'low Parking Lot
Agua Hedionda Visitor Center
PLANNING
OWN BY:
CHKD BY:
RVV'ID SY,
WDG
WDG
WDG
PROJECT NO.
CD 12-06
&>, U-i.:;;
DATE
DRAWING NO.
483-7L
/
I
I
I
I
/
/
I
I
;
I
I
/
/
/
/
;<~1· I y•-\
/
CZ) \..____,___ I -, \I
I
---I
i
I
/ r
9 !/ 56 I
i !
I
I
I I
,
I
I / r·
I
788 C9 I
/
I
!
/
.,/ !
I
I
I
, ,
!
I
I
j
I
!
// I ,
I I
I
/ / I ,
/ I .
I
I
i
I
I
C '-••' j '
I
i
I
I
j
I
I
!
j
I
; I
I/
/ f
I ;
I J I I I
f i
I
/
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
f. ,
I
I I I I ,
I I I I I I J I ,
i <l I I
I I
I <-\,,1 ,,
/2 f
I J I
! ! J ! I , p
f i
<1 I f
! ! ! i ,-,'
/ / ! i / / , , / ! , ,
! !
Carlsbad Ga
760 -434-2152
HYDRO
ZONE ONE
ZONE T~O
ZONE iHf:;.EE
ZONE FOUR
ZONE FIVE
ZONE SIX
ZONE SEVEN
ZONE EIGHT
TOTAL AREA
ZONE
9,200 Sf
98S SF
6.:.:0 SF
82"1 Sf
S28 SF
606 Sf
S29 SF
"192 Sf
(ETo)(.6.:2)((.1XLA) +.6XSLA
--. \\<
44X.6.:2 X .1X1,6.:26 = 145,568 GALLON PER YEAR
ETY'!U = S0,6'16 GALLONS PER YEAR
Hydro.!!one Table for Cah::ulating ETWU
l'1,~1w. romplc:tt: d1t hydrnzouc: tabk(s). L1~~ '.t$ arnn~' r-'-'bk~ '.!.'; necessa,y,
f.'-"'P'"'"-''·'J'!!"J.\i,,u late
-r-.(',,)1 +!--'---'----='----~~-~ 4.4.
(.$,.q, \ ,1:5tcl-'f.)
!'I;,.,_ !',i::w, (1'!')'' (l'rnm
WUO)LS) (VL\,;' ·• fl\q
··fL-,;/f1;-d',.,-,,-,w-,_; ,,,.-, 12,,)c-
_Q!.:\~' -------j7C
(l'm.:tl Al! :-iu:p O + Trn,;t
SL,\ ,g._ft._m C:,tc'ipc'5)~~
\S"f' _; ~ 5«1' ½ E,:u,.rutd
T,,.a! W.uN l'-"' iu ,';<ltorn:
,3
385
115.5
,8
il.lJJ:
,1
620
62.0
.8
144,3 77,5
.1 .3
829
82.9
.5 .55
165.8 288
;,n y~a, (E'PJ'V) -'fot1I ,, .. ,,
,,i.:1H r,,.,t~·"""·~d~'l~A~l\-'~A-==~ _-~;;~:j _______________ _
H~drozone TablP. for c,dculatlng eTWU
f'lt:.:;e i.:on1;,lct,: th,: hydroo,m: bbk{~). l.fo,, a,; uw,y I ctbks ;1, n,,,xs,,.1y.
liYJP"t'·"''P""·''"' l\1<te (F.To)•
'l'l:ml l"'.u:ru1·{\'l')"' (h"'"
\VUCOU) \VLW ... !-1\Y)
((J.!•ll.U)
:\"'" <>f n,~1"'""'"' ("+ f1.)
.1
523
i!.62
.3
932 .. (Ui~l------f
(~te~•ldtep'>) 60,6 52,3 279,6
fo·j}'i"ltlon 1\1\i,.Ll•,oo:y flF)'" .8 .8 ,55
i'.it,1'6 .. Skp'I) ;Eh~=, . .r:rA 1s.?s 65.37 5o~8_._3~--~--
;fo,,I AH3,,-v~ ~'l''->Ltd 1,,t;),.\;i--·<f~ 1 858 38
.5l_.Aoq {L '" &!J!.;,; .. _1:m+Bf/;,;'s}Ay'<":",;,t--_' __ • ______________ I
(Sl;I' 3 ~ Sti:1> ~) "~''"'"d -fn'f-f;;:i:'.'.;~i
T<Jcl W,,J,~( L:,~ ;,ig,dlmi, ~il.:;.;;.1q;):1r,; 50,696gallons ~~, ye.i., (LT\VC)-·ro:mJ .'.'._/:'i:'.5/Di:ff'
,h~lt n<••-:_eKcc_,..i /,L,w::,1 ___ -1~-"-~••~1-,~·'.·i~ .... ~ .... -----------------~
.,
::20"
4"
,_ ___ !8>" ---4
0
0
2
INSTALL AT AL.!.. POlr-!TS OF
~NC.E, !;X!T, V>t+ERE 5HOl"!N
AND J."'1-ERE Dl~TED BY THI;:
:,,.1,,4,ltR Dl:!::>TRICT AND/OR~ TH
DEP,i..RTMENT.
,, _i~~ili1-~,½~t!
1 11=~ 1 t -. .
l
r1_-r1· l-,lu -Jej' ,·-1 rfril
d 'ii'in#i!'r.F/;6¢,i/_ a.,' ~---~--~-1'-L :--<i.:;~W iJ, -re'-i-
ll ,,,,;;dl}-,Q ~l.8.lf_:;;U-
••
I-~YCW;D J,-V,.TER l"'Vt.RNINl5o 91~. T.C~l:5T'l"'S ~!SES MODEL• ID-$16N-18-18-
2-~/lb'¾ x +-1/2" ZINC PLATED C~!ME BOLT YilTH VANDAL F'fi;QOF IVTS. PAINT
r,11-,!Tc TO MATCH 8>16N,
3-6ALVENIZEO :;.TEl::.L. POST OR 1.1----C-HANNEL
4-C-OH(;REfE. FOOTIN6 8 REGYGLED r'!ATER r'!ARNIN6 Sl6N
"AS SUIL T" APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
TITI..E DATE
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER AF'P~O'/AL CITY APPROVAL
l".EVIEY'IED 3Yr
IN5PEC, TOI<.
CITY OF CARLSBAD
PLANNING DIYl510N
Overflow Parking Lot
AHLF Discovery Center
PLANNING
DATE
SHEETS
1.:2
D WN BY: __J,\IQ.Q_
CHKD BY: _WDG
1<.YY'ID BY,__WD_G_
PROJECT NO.
CD 12-06
DRAWING NO.
483-7L
I I
\
I \/
I
I
I
I
I ,
I
!
I
I
;"',i_, _,
·\,.,
'·,, , "'',,.:
'},
_\~':: I
/
I
,·j,,
,;--..,"__,
,, '
' '<'~
, ,
I
·,, ,
. -::;..·,
'~~~}>:-·
I
I
l
I
I
/
,
I
/
I
/
/
I
/
I
I /
I
--i
1/2"
I
/
/
/
' , ' / I / / ' , '·
I
/
D
1 II
I
I
! 1"
I
I ... ,.
! ' / , ,.
I
,
I
I /
i
! I I I
I ,
!
!jj
!fl
11 !'! !!J
;' n
I 08 [:'9 I -J, (RI' --' /)
1/2" *:::::::::~-:...:::....::::::::--,,
v,· -A --
I
I I
/![
!II 'I' l
, i
I~-"='-!-.:.
· / / I I
I I ,
I ,
,
I
!
--
!
j
i
I
;
i ; f ,--!
: r
i
I
!
I
/i , ,
I
1
I
I
I I I
; I ; ,
f I
i I /, / / / I I
I I
I /
/ !
I I I I / ! : ;
I / I i I I , ,
I
Ii I
/j
! !
/
;i
/;
f' /i
I
I
I
I
I
I I/ ! l
I I I
Is I
I
i-_J ~ONTF<-AC.TOF<-TO ADJiT . i EXISTING lf<.f<.IGATION I
/ THIS Af<.EA TO l=L.l~INA !
J I
,
! I
i OVEF<--SPAf<.Y ONTO N::l"I / /i
/ !\ PATH 4 APPF<.OPF<-IATB / <
' ' 100% C.OV!:f<.AGI= 0~ /
\ ~AA:'"') I /
,_,_ "",----...,,;
H
1 II
I \ I ,; ~·1-1-;!
' ,__ , I
" i ,
5.
, I
I
i
I
It !/
,f //
/
I
I
I
I
I
I
I i ,
I
I I /
I
l ,
i , ,
! / ,, '" I I ,
! ,
I ,
I ,
s p N I< L.. H A
SYM. DESC-F<.IPTION ~ANUF. ~ PAF<.T NO. <,pi-, F<AD -SUS G-AADE TR.EE IR.~IGATION HUNTER. F..ZY\5-18-R .25
4h 1/2 POPUP 5PAAY HEAP HUNTER PR05-0b-R.-4H AB 4'
5h 1/.2 POP\JP 5FR4.Y HE:AD HUNTER F'R~-06-R.-SH ,21 5'
8q 1/4 POPUF 5PR,.4.Y HEA.D HUNTER. F'RO:i---Ob-fl.-C'Cl ,24 8'
8h 1/2 POPUP ";iPAAY HE:AD HVNTEF< PR.oe-:::io-R.-BH .41 B'
1h 1/2 POFUP SP~Y HE:.AO HUNTER. FR.05-0(:;,-R,-10H , 1"1 10'
2q 114 POPLJP SP~Y HEAD HUNTER PR05-06-R-1.2Q ,61 12'
2h 1/.2 POPLJP SF'~Y HEAD HUNTER FR.05-06-R-1.2H 1,58 12'
2tt :2/9 F'OPLJF' ::>PRAY HEAD HUNTER. PR.OS-O&-R.-1.::!TT 1,14 12'
Ba AOJU::lTABLE ARC. 5PRAY HEAD HUNTER. PR.05-0~-R-8A ,2 I:,'
2a ADJU:>TASLE AFtC SPfV..Y HE::AD HUNTER PROS-O<:'-R-1:2A .B 12'
A 1/:2 POPLJP 5HRUB HEAP HLJNTER. PR.0540-CV-R POP UP YV l'-1P1000 NOZ ,51 15'
6 1/2 POPLJP 5HRlJ8 HEAP HLJNT!:.R PROS-40-0/-R POP UP Y'V l'-'fF'.2000 NOZ ,14 18'
C, 1/:2 POPLJP SHRUB HEAD HLJNT!:.R PR.0540-C'/-R, POP UP Y'l/ l'-'fPeooo NOZ 1,82 28'
GPH
~ ADJ. ::;,OJ..0 OR'P o:-,: FL£>< HUNTER S>D-B 12.5 11"
G I: N I: A L.. L.. I: G I: N
SYM. DESCRIPTION MA]•-!UFACTUF:.E 4 PART NUMBE°'
~e BALL VALVE, LIN!;; SIZE rllLKINS 850-~ INSTALL Y'I.ITH RECYCLED
l'lA.TER Y'IARNING TAG ·~ RE"'IOTE CONTROL VAL'/:;, -DRiP SYSTEM HUNTER PCZ-101-2S-R rll RECYCL::;:D riATER
Y'IARNING TAG
"' RE'v10TE CONTROL VAL'/!:. HUNTER I0/-151G-DC-R Y'V RECYCLED riATER
rlARNING TAG
ee RE'v10TE CONTROL VALVE -EXISTING NAKE: UNU5!::D VALVE OPERATE NE:Y-1. LIN!:.
ADD A RECYC.LED f'\lA.TER f'\lA.RNING TAG
F<S RAJN SENSOR HUNT:::R rvllNI CLIK t"IIRED TO NOD!=
* SATTI:.RY OPERATl=D !'✓.UL.Ti VALVE
CON~OLLER
HUNT:;R NOD:: -&00 WI S SOLl=.NOIDS
* BATTERY OPER,A,.TED M!JL Ti VALVE HUNT::R NODi= -&00 WI S SOLENOIDS
CON TR.OLLER
nJv\J FLEX TUSING FOR DRIP SPIDER SPRAYS RAINBIRD XT-100 Y'V REC.YLED-f'\lA.TER
SET ON GF!.,.0.DE rlARNING TAG EVER,Y TEN Fi=ET. PIN TO
GROU1'D 4 cov::;RD I"{./ MULCH
----IN LINE DRIP TUBING 5E:T ON GR.ADC HUNTER PLD-06-12-.::!SO-R
NON PRE55URE LINE -Pl.RPLE FOR R-Y'IATER 3/ 4" AND LARGER PVC CLASS 200
1/2" PVC CLASS 315 --R::C.YCLE:D l"{A.TER -PR::SS1JRE. :--1AINLJNE;
~L~1 t~~Y(,~N~~{~v~ii9~~~}vi~r A~~ PLJ1'P!-E. FOR R-~TER
--------PVC SL::E'/E., SEE KOT::; BEJ..Ot"I PACIFIC PLASTIC; SIZE INDICATED ON PLANS
D s
PSI ARC. DETAIL NO.
20 s
25 180 A
25 180 A
25 "10 A
25 1BO A
25 180 A
25 90 A
25 180 A
25 240 A
25 aai A
25 adj A
;;,c, Jc;,-., J
B5 180 J
55 180 J
20 560 AA
D
REG EF:.ENC!:.
DETAIL E
DETAIL C,
DETAIL D
NA
DETAIL I
DETAIL D
DETAIL D
DETAIL
AA
NIA
N/A
PER P!.-..AN
PER PLAN
San Diego Gas &
Company
Electric
Colleen Fino
Land Management R.epresentative
l~~IGATION P~E:55U~E: CAL.CUL.ATION
F<-ec~cled Y'later Meter
Meter Elevation SS'
SIZE 1"
stati<0 Pressure High 142 psi regulator set at 80 psi
HGL. Elevation
Source cf Data -Tera Schilling -C.MV'<D
Date cf Data -Sept 8,2014
fa.emote c.cntrcl Valve
!vlaximum Demand
elev. of Highest Head
Pressure @ R.C.V.
at~ .. Size Item
1' Meter
2" f<..P. Sackflcw
!:
2"
160' 2"
Gate valves
~aster Valve
~ainline
fa.emote C.ontrcl
Valve Assembly
Size 1-1/2"
P.S.I. L.css
9.4
10.0
.1
0
.12
1.S
90
s
10
10
10
1-1/2"
1-1/4"
1"
S/4"
1/:2"
L.aterial L.ine L.oss AS
,Ob
. .:24
,21
.02
.01
.02
,,
"
Fitting Less (10%)
elevation C.hange (Sft)
Total S~stem L.oss
Pressure to operate Head
Total Pressure F<-equired
L.cwest Static Pressure Available
~esidual Y'later Press\.Jre
16.8
2~.0
41.8
80.0
98.2
SLEEVING (CHASE LINES) NOTES:
FOR PRESSURE LINES UNDER ROADS: USE SCHEDULE 80 LESS THAN 3" IN DIA -18" COVER; 3"-5-112" IN DIA -24" COVER; 6" +INDIA, -36" COVER LATERAL LINES 12" COVER
FOR PRESSURE LINES UNDER OTHER PAVING: USE SCHEDULE 40 LESS THAN 3" IN DIA -18" COVER; 3"-5-112" IN DIA. -24" COVER; 6" +INDIA -36" COVER LATERAL LINES 12" COVER
FOR LATERAL LINES UNDER ALL PAVING 12" COVER
I
/
i
I
;
!
I
I
I
' /
I
I
I
I
,, ;,
POC l:1:2 11"1/ VAL. VE:5 F 4 G
I
/
NOTE:5:
\ _, 1/
\
\
I
I
; .
~
1GA -1 :=tvr1TT R
~-~ ~~
\
,r---FLEX TUBING PINNED TO FINISH GR.A.DC:
\ 1 PLANT TRUN:<-
Y'iATERING !:MITT!::1' ---,,,-c-~--1/
MOISTE'ND AREA
1GAL -1 EMITT:::R: SGAL -2 EMITTERS
ON G~ADE: D~IP il"IATE:~ING DIAG~Al'-1
* INDICATES LOCATION OF V'IAF<-NING SIGNS
2. THE NEV'! IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO A POTABLE
POC l:11 4 ~AIN 5E:N50~ L.OCATION
V'IATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTION TEST SY
CMDV'I 4 DEH. FINAL CONNECTION TO THE EXISTING RECYCLED IRRIGATION MAINLINE IS TO BE
PEF<-FOF<-MED ONLY AFTEF<-APPF<-OVAL FORM CMDV'I AND DEH.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS SUIL. T"
TITL.I= __________ _
INSPl=C.TOF<-
CITY OF CARLSBAD
PL.ANNING DIVISION
Overflow Parking Lot
DAT!:
DAT!:
Agua Hedionda Visitor Center
APPROVED
PL.ANNING
Carlsbad Ca DATE INITIAL DATE INITIAL DATE INITIAL
OWN BY: __ Y\/_D_Q_
CHKD BY: WDG
f<.VV'ID BY, WDG
PROJECT NO.
CD 12-06
DRAWING NO,
483-?L 160 -434-2152 ENGINEER OF WORK REVISION DESCRIPTION CITY APPROVAL
I
I ,
FINISH GRADE POP-UP HEAD
PVC SCH. 80 NIPPLE, SIZE
AND LENGTH AS REQUIRED
TYPICAL TWO PLACES
LATERAL UNE, SIZE PER
DRAWINGS
A
PVC SCH. 40 PVC TEE (SXSXT)
STREET ELBOW OR ELBOW
NOTES:
PVC SCH. 40 ELBOW PVC SCH. 40
STREET ELBOW
1. LOCATE HEADS 6" FROM SIDE WALK, CURB ETC.
2. INSTALL HEADS FLUSH WITH TOP OF HARDSCAPE AT INTERSECTIONS
AND CORNERS.
3. USE TEFLON TAPE ON ALL MALE THREADED FITTINGS EXCEPT HEAD.
4. WHERE NOTED CHECK VALVE SHALL BE INSTALLED UNDER HEAD
USING SCHEDULE 80 NIPPLE.
MID POP UP HEAD
r--------FINISHED GRADE IN TURF AREAS .. J , I. PLASTIC 10" ROUND VALVE BOX WITH T~COVER
~ AND CAPTIVE STAINLESS STEEL BOLT AND LOC-KIT.
HEAT BRAND "BV" ONTO LID. '.
Ill Ill'.
1111~1 I lffi
111-111= 6"
~--\\1.e,lll~!l;;(I +f----KBI LT-1250-SV SERIES
BALL 1/AL I/E, THREADED =111=111 I l=I I I= CONNECTIONS. SIZE BALL
1/ALVE PER THE MAINLINE SIZE =1 I 1==1 I -!--+-+-~
~~ lc!/:J;,to,'i~,¼-----6" PVC CL. 160 PIPE, LENGTH •~'W' AS REQUIRED, 12" MINIMUM um
• •
•~ o ~-----ONE CUBIC FOOT OF
:0 Gt 3/4" CRUSHED GRAVEL 0 Q
QfJ ~
~
~-----SOLVENT WELD CONNECTIONS
SECTION VIEW -N T.S.
SALL. VAL.VE
,.,-----DCTEIRIOR WILL (SE£ NOTE)
'-....._~---:MOOEL MINI-CUK
WITH SENSOR GUARO
--------~:RUN lE'JJ WIRES
TO CONlROllER
NOTE:
MOUNT ON ANY SURFACE
WHERE IT Will BE EXPOSED
TO UNOBSlROCTED RIJNFAll,
BUT NOT IN PATH OF
SPRINKLER SPRAY.
RAIN SENSO~
s
(DMULCH
CD FINISH GRADE
G) GRATED CAP
2
IA\ HUNTER 0.25 or 0.50 GPM PCB BUBBLER
v (OPTIONAL)
f?\ HUNTER HCV CHECK VALVE
\:V (OPTIONAL)
@ PATENTED STRATA ROOT SYSTEM
6
7
(J) HUNTER SWING JOINT 000888§
(OPTIONAL) §§§§§§§§§§
® LATERAL TEE OR ELL/PIPE §!§iii§§§§t--~
~___,,~f-"-.-,f'9>".../---7 □□□□□□□□□□>--~ □□g15g1515 ® ROOT INTRUSION BARRIER DOU □□□
NOTE: INSTALL HUNTER g >-----~-+--->
FILTER FABRIC SLEEVE-
#RZWS-SLEEVE
□ □□ □□□□ □□□□DUO o□□□□□□o□□ r □□□ D
~OOT ZONE ~TE~ING
0
0
INSTAU... AT .AW.. POINTS Or
EN~E, EXIT, ~ &HO~
...._ND Y'f-tERE :Dl!li.EC.TED BY THE
M TER Dl~lRICT ANO/OR He.,t,,.L TH
Def'ARTMENT.
6'
4"
2
,.,--B
4
.,,
. rr'..lr . ,7::f['i'
:1 ,··
C,
I-F.ECYCL.£D riATER ~RNIN5 SliSN. T.GHRISTI"S ~le-Es MODEL-4t lD~l<SN-1818
2-5/lb"¾i x -4-1/2" ZING PLATI:D CAMl,',,,s,E 001.."f ~ITI-t Y~,A,J.. PROOF NL/TS PAINT .Hl·IITE TO MATCH 516-N. .
9-GAL VENIZED 5TE:EL POST OR U--GHANNEL
4-CONCRETE fOOT!N6 8 RECYCLED ~TER 1-'lARNING SIGN
F C.ONST~UC. TION OF V'lA~NING SIGN
J
MP ROAT ATOR POI' UP HEAD
CHECK VALVE OF COUPLER
USE FACTORY INSTALLED CHECK -~
VALVE IN HEAD IF AVAILABLE
3/4" SCH. 80 PVC RISER
·,,""
··,-...__
'---,,,, .. "'",,._ IN ISH
2-MARLEX 90
STREET ELLS
SCH. 40 PVC
TEE OF ELL
RADE
l/j I
12"
~---+---TWO STAINLESS STEEL
HOSE CLAMPS VW
PROTECTIVE VINYL TUBING
WALK/ CURB
"·~,, .. ,., OF SLOPE
•.,
NOTE:
ALL LATERAL UNES AND FITTINGS
SHALL BE 'ALERTLINE OR EQUAL'
MF ~OTATOR ON ~ISE~
~------~18-24" COILED WIRE
~------ATERPROOF CONNECTORS (2)
------
DRIP ZONE KIT
MODEL PCZ-101-XX
FILTER (TIP TO 45 DEGREES)
REGULATOR 25 OR 40 PSI
FINISH GRADE
llE---,JUMBO VALVE BOX
-----11--SCH 80 T.O.E. NIPPLE(2)
AT-ii..14!=~-.. ~~4#-MlllLJg.Jll---"''-![_/4-L:s..__,~~<'-----',ll---MAIN LINE PIPE & FITTINGS
BRICK SUPPORTS ( 4)
G
12" l'--11N.
~--.3/4" MINUS WASHED GRAVEL
~---~-----+'VC SLIP UNIONS
C.ONT~OL. VAL.VE -D~IF
FINISH GRADE
-b"MIN.
lB"MIN.
NON PRESSURE
LATERAL LINE
CLEAN BACKFILL
CONTROL WIRES
MIN. 2" OF CLEAN EARTH
NOTES:
ON RECYCLED MAINS
INSTALL TWO (2)
-....._ , WARNING TAPES AS
-....._, SHOWN. TYPICAL
PRESSURE SUPPLY LINE
1. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN FILL SAND
SHALL BE INSTALLED ABOVE AND BELOW PIPING.
2, PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3"
AND LARGER.
3. WHEN USING RECLAIMED WATER , MAINTAIN MINIMUM 1 O" HORIZONTAL
SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES.
WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE
MINIMUM 1 O' EACH SIDE OF RECLAIMED WATER LINE
TYPICAL. T~ENC.HING
D
~-------·1s-24" COILED WIRE
~-------WATERPROOF CONNECTORS (2)
-----~"ODE-6OO
RECYCLED WATER
IRRIGATION FFESSURE LINE
CRO&&ING FOT A6LE
Dl&TRl6UTION LINE UNDER
STREET PAVING
. '
DEPTH F'ER
IMF. FLANS
I-STREET SUFif'ACE.
2•FOTA6LE MAINLINE -
,5. ., ..
SEE IMPROVEMENT DRAWINGS.
.3-RECYCLED WATER IRRIGATION MAINLINE.
4-SLEEVE.
&-12' MINIMUM REQUIRED VE!ii:TICAL
&EFERATION.
NOTE,
C.ONT~OL. VAL.VE
RECYCLED WATER
IRRIGATION FRE&SURE LINE
CRO&SING FOT AeLE
SERVICE LINE
' I
! :~
4' MIN. TO F'OTASLE MAINLINE .[
IN STREET
E>-FOT AElLE WATER METER
1-METER eox .
6-FOTAElLE SERVICE LINE.
':3-CURe.
IIZl-SIDEWALK
A. VERTICAL CLEARANCE OF 12' MIN. IS MANDATORY WHEN CROSSING FATf-4 OF A
F'OTA6LE WATER LINE, INSTALLATION OF RECYCLED WATER IR!ii:IGATION
MAINLINE OUT&IDE OF ASSOCIATION SET6ACK WILL PROVIDE THE NECESSARY
IIZl' HORIZONTAL CLEARANCE FROM POTA6LE MAINLINE IN STREET.
6. ALL RECYCLED WATER IRRIGATION FIFE AND SLEEVES SHALL 6E PURPLE
AND LA6ELED AS SPECIFIED IN,
'STANDARD 5FECIFICATION& FOR FOR F'OTA6LE WATER, RECYCLED
WATER AND SEWER FACILITIES.' 'WATER AGENCY STANDARDS
COMMITTEE.' DECEM6ER 200.3
H REC.YC.L.ED V'lATE~ PRESSURE LINE C.~OSSING
POTASL.E V'lATER LINE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS,
"AS SUI!.. T"
TITLE ________ _
REVIEi"IED BY:
INSFECTO!'<.
DATE
DATE
l------+--+------------+---+---+---l-----11 SH5ET I CITY OF CAR LS BAD ~ FL.ANNING DIVISION ~ ~=:'.'=========='....'==::::;
Carlsbad Ca
160 -434-2152
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHeR APFRO'/A!... CITY APPROVAL
Overflow Parking Lot
Agua Hedionda Visitor Center
FLANNING
DWN BY· __ WDG
CHKD BY: WD_Q __ _
1'<.Vi"ID BY, _'l'/Q..G__
PROJECT NO.
CD 12-06
DRAWING NO.
483-?L
i ,\
IRRIGATION SYSTEM
CMWO SPECS. TAKE PRECEDENT OVER SPECS. BELOW.
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 ANO 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 ANO INSTALL AUTOMATIC CONTROLLER, ALL ELECTRICAL CONNECTIONS ANO CONTROL WIRING.
FURNISH, ASSEMBLE, AND INSTALL MATERIAL DESCRIBED IN THIS SPECIFICATION AND AS INDICATED ON
THE DRAWINGS.
EXCAVATE AND BACKFILL TRENCHES.
TEST ANO 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, ANO STATE LAWS, AND RULES ANO REGULATIONS
GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART
OF THESE SPECIFICATIONS, ANO THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. ANYTHING
CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT 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 ANO REGULATIONS, THE PROVISIONS OF THE SPECIFICATIONS
ANO 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 ANO 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, ANO 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 STRUCTURAL 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 ANO ARCHITECTURAL FEATURES.
MANUFACTURER'S DIRECTIONS: MANUFACTURER'S DIRECTIONS AND OETAJLED DRAWINGS SHALL BE FOLLOWED IN ALL
CASES WHERE THE MANUFACTURERS USED IN THIS CONTRACT FURNISH DIRECTIONS COVERING POINTS NOT SHOWN
IN THE DRAWINGS ANO SPECIFICATIONS.
WORK CALLED FOR ON THE DRAWINGS BY NOTES OR DETAILS SHALL BE FURNISHED ANO 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.
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 ANO 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 AND A LANDSCAPE ARCHITECT'S CERTIFICATE OF COMPLIANCE TO THE OWNER FOR APPROVAL. APPROVED
AS-BUILT DRAWINGS SHOULD BE CONSIDERED RECORD DRAWINGS.
RECORD DRAWINGS
RECORD DIMENSIONED LOCATIONS FROM TWO HARD CONSTRUCTION ANO DEPTHS FOR EACH OF THE FOLLOWING:
METER, BACKFLOW PREVENTER FLOW SENSOR, ALL VALVES, QUICK COUPLERS
SPRINKLER PRESSURE LINE ANO CONTROL WIRE ROUTING (PROVIDE DIMENSIONS FOR EACH 100 LINEAR FEET
MAXIMUM ALONG EACH ROUTING, AND FOR EACH CHANGE IN DIRECTION.)
-------------~
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 LINES.
RECORD ALL REQUIRED INFORMATION ON A SET OF BLACKLINE PRINTS OF THE DRAWINGS. DO NOT USE THESE
PRINTS FOR ANY OTHER PURPOSE.
MAINTAIN INFORMATION DAILY. KEEP DRAWINGS AT THE SITE AT ALL TIMES ANO AVAILABLE FOR REVIEW BY THE
OWNER'S REPRESENTATIVE AND CITY INSPECTOR.
WHEN THE OWNER'S REPRESENTATIVE HAS APPROVED RECORD DRAWINGS, TRANSFER ALL INFORMATION TO A SET OF
REPRODUCIBLE PRINTS USING PERMANENT INDIA INK. CHANGES USING BALL POINT PEN ARE NOT ACCEPTABLE.
ALTERNATE MATERIAL APPROVALS
SUBSTITUTION OF ANY PRODUCT, MATERIAL, OR EQUIPMENT WITHOUT THE PRIOR WRITTEN APPROVAL OF 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.
MANUFACTURER'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
DO 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 ANO 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, ADDRESS, 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 ANO DATE
MATERIALS FURNISHED: RECEIVED BY ANO DATE
OPERATION AND MAINTENANCE MANUALS: RECEIVED BY ANO DATE
SYSTEM AND EQUIPMENT OPERATION INSTRUCTIONS: RECEIVED BY AND DATE
MANUFACTURER'S WARRANTIES IF REQUIRED: RECEIVED BY AND DATE
WRITTEN GUARANTEE: RECErYED BY AND DATE
LOWERING OF HEADS IN LAWN AREAS: IF INCOMPLETE, SO STATE
GUARANTEE
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 ANO 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 ANO WORK OF OTHERS FOR THE DURATION OF THE CONTRACT.
HE SHALL PROTECT PIPES AND FITTINGS FROM DIRECT SUNLIGHT ANO 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 SHAUL BE NEW.
GENERAL PIPE
PRESSURE SUPPLY LINE FROM POINT OF CONNECTION THROUGH BACKFLOW PREVENTION UNIT:
MUST BE CAST IRON, BRASS, COPPER OR OTHER MATERIAL APPROVED BY CMWO 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
ANO 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 ANO 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 ANO SOLVENT CEMENT PER MANUFACTURER'S SPECIFICATIONS.
NON-PRESSURE LINES: CLASS 200 P.V. C.
IDENTIFICATION MARKINGS:
IDENTIFY ALL PIPE WITH THE FOLLOWING INDELIBLE MARKINGS:
MANUFACTURER'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 02241, 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 ANO 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 ANO 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.
GALVANIZED PIPE AND FITTINGS
ELECTRICAL ANO 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 ANO WIRING SIZE AS REQUIRED.
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 ANO 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 AND INSPECTION.
LOW VOLTAGE
CONNECTIONS BETWEEN CONTROLLER AND 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 PERMITTED, 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 ANO 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 ANO SMALLER, (UNLESS OTHERWISE NOTED ON DRAWINGS): ASTM B62 BRASS BODY, 150 POUND
SATURATED 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 A126 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 ANO 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,
ANO 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 FIELD TEST COCKS.
PRESSURE VACUUM RELIEFS, INLET AND DISCHARGE GATE VALVES, ANO 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 AND 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 SPRINKLER 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 RECLAIMED 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 PURPLE IN COLOR. THE COVER SHALL BE PURPLE IN COLOR ANO
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 7 FOR THE SECOND PART OF IRRIGATION SPECIFICATIONS.
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS BUILT"
TITLE --------~
REVIEY"sED BY,
INSPECTOR
DATE
DATE
>------+--+-------------+---+--+---+---1 I 5fj..:_ET I CITY OF CARLSBAD ~
I;;' PLANNING DIVISION ~ :=:=:'...'::=::=========='-==~ IRRIGATION SPECIFICATIONS
Overflow Parking Lot
u-; AHLF Discovery Center
Ir ; <r \ ~
4'. . -
_J ~~ ,,-
Ii " •
Carlsbad Ca
APPROVED ·)"'A -I,\ -~ \ _ ~-E::.\\-dit g,_\I_-IS
PLANNING DA TE ~:;;;:;:~;::-=::;;,~==,;--;====::::;:::::======;-;:::==~ l---c-cc~+-~--i-----------------+---+---=----i--,--=--t-::----1 OWN BY: __1,1\/_[JQ_ I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CH'/D B ,,,n,G " Y: ----'-'-'-'-'--CD 12-06 483 7L 760 -434-2152 ENGINEER OF WORK REVISION DESCRIPTION 0THERAPPR0VAL CITY APPROVAL RVY"sD BY, WDG •
SEE SHEET 6 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 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.
QUICK COUPLING VALVE BOXES SHALL BE ROUND, THE COVER SHALL BE HEAT BRANDED WITH THE LETTERS ·ocv",
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 LETTERS
"Rev" AND THE VALVE NUMBER IN CHARACTERS 2" HIGH.
SPLICE BOXES SHAILL 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 LETTERS "MSS", 2• HIGH.
TRAFFIC AREA BOXES: CONCRETE WITH CAST IRON LID DESIGNED FOR VEHICULAR TRAFFIC USE.
OPERATING AND MAINTENANCE TOOLS
DELIVER THE FOLILOWING 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 NECESSAIRY 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 FITTINGS 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 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 REVEW 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 EXTREME 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.0.W
LAY OUT EACH SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN ACTUAL
SITE CONDITIONS AND THE DRAWINGS. MINOR ADJUSTMENTS SHAILL 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): 18 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 LESS 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 AS NOTED ON THE PLANS.
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 AILONG 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 HAND 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 EXISTING PAVEMENTS.
MAKE COMPLETELY CLEAN CUTS USING POWER SAWS, AT APPROVED LOCATIONS ONLY.
REPLACE AND 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% RELATIVE DENSITY.
COORDINATE INSTALLATION OF PIPING AND WIRES UNDER PAVED AREAS WITH OTHER TRADES.
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 80 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 LETTERS NOTING THE TYPE OF
EQUIPMENT.
TAGS SHALL BE MANUFACTURED OR POLYURETHANE BEHR DESOPAID, YELLOW IN COLOR WITH BLACK LETTERS 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
PERFORM COVERAGE TESTS AFTER SPRINKLER SYSTEM IS COMPLETED, BUT PRIOR TO ANY PLANTING, IN THE PRESENCE
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
WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, USE ALL POSSIBLE CARE TO AVOID INJURY TO
TREES AND TREE ROOTS. EXCAVATION IN AREAS WHERE 2 INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND.
ROOTS 2 INCHES AND LARGER IN DIAMETER, EXCEPT DIRECTLY IN THE PATH OF PIPE OR CONDUIT, SHALL BE
TUNNELED UNDER AND SHALL BE HEAVILY WRAPPED IN BURLAP, TO PREVENT SCARRING OR EXCESSIVE DRYING. WHERE
A DITCHING MACHINE IS RUN CLOSE TO TREES HAVING ROOTS SMALLER THAN 2 INCHES IN DIAMETER, THE WALL OF
THE TRENCH ADJACENT TO THE TREE SHALL BE HAND TRIMMED, MAKING CLEAN CUTS THROUGH. ROOTS 1 INCH AND
LARGER IN DIAMETER SHALL BE PAINTED WITH TWO COATS OF TREE SEAL, OR EQUAL. TRENCHES ADJACENT TO TREES
WOULD BE CLOSED WITHIN 24 HOURS. WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE
TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS.
OPERATING INSTRUCTIONS
TRAIN THE OWNER'S REPRESENTATIVE MAINTENANCE PERSONNEL 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
MATERIAILS, DEBRIS AND EQUIPMENT FROM THE SITE TO SATISFACTION OF OWNER'S REPRESENTATIVE
BOOSTER PUMP ASSEMBLY SPECIFICATIONS
BOOSTER PUMP SHALL BE FACTORY PREPIPED AND PREWIRED AND MOUNTED ON A STEEL BASE HOT DIPPED GALVANIZED
AFTER FABRICATION, WITH A CAPACrTY OF 70 GPM AT 60 FEET TDH, EXCLUSWE OF PRESSURE DROP THROUGH THE
PREFABRICATED SYSTEM AND A MINIMUM PUMP EFFICIENCY OF 68% AT DESIGN POINT. FIELD ASSEMBLED PUMP SYSTEMS
ARE NOT ACCEPTABLE. BOOSTER PUMP ASSEMBLY SHALL BE AS MANUFACTURED BY BOOSTER PUMP TECHNOLOGIES AND
OF HESPERIA, CA. TEL {760) 947-6457
PUMPS SHALL BE HORIZONTALLY MOUNTED END SUCTION CLOSE COUPLED, BRONZE FITTED CONSTRUCTION, WITH BRONZE
IMPELLER AND WEAR RINGS, BRONZE SHAFT SLEEVE, MECHANICAL SEAL WrTH NI-RESIST SEAT, INTEGRAL FLANGED
SUCTION AND DISCHARGE FOR AUTOMATIC VENTING. PUMP VOLUTE, BACKPLATE AND MOTOR BRACKET SHALL BE
PROTECTED WITH FUSION BONDED EPOXY COATING ON THE INTERIOR AND EXTERIOR, AND OVEN CURED. IMPELLER
BOLTS, NUTS, WASHERS, ETC. SHALL BE MINIMUM GRADE 5/316 STAINLESS STEEL.
MOTOR SHALL BE 1750 RPM, 5 HP, 230/460 VOLTS, 3 PHASE AND SHALL BE NON-OVERLOADING ON THE FULL RANGE OF
THE IMPELLER CURVE WITHOUT USE OF THE SERVICE FACTOR. SINGLE PHASE MOTORS SHALL BE TEFC WITH A 1.15
SERVICE FACTOR THROUGH 10 HP. THREE {3) PHASE MOTORS HALL BE TEFC WITH A MINIMUM 1.25 SERVICE FACTOR
THROUGH 30 HP, AND A MINIMUM 1.15 SERVICE FACTOR OVER 30 HP. THREADED MOTOR SHAFTS AND 56C FRAME
MOTORS ARE NOT ACCEPTABLE. A 200V-3 PHASE ESPECIALLY WOUND MOTOR SHALL BE USED ON 208V-3 PHASE POWER.
CONTRACTOR TO VERIFY VOLTAGE/PHASE PRIOR TO ORDERING EQUIPMENT.
STEEL SKID BASE SHALL BE MINIMUM 3' WELDED ANGLE IRON OR CHANNEL, HOT DIPPED GALVANIZED AFTER
FABRICATION. HEAVIER GAUGE CONSTRUCTION SHALL BE USED AS REQUIRED TO SUPPORT THE EQUIPMENT BEING
INSTALLED. SKID BASE TO HAVE FULL WIDTH ANGLE IRON BRACKETS AT EACH END OF THE SKID, WITH MINIMUM
9/16' HOLES EACH CORNER FOR BOLTING TO CONCRETE WITH GALVANIZED ANCHORS.
PIPING AND FITTINGS SHALL BE FLANGED SPOOLS OF SCHEDULE 40 STEEL AND CLASS 150 WELD FLANGES, HOT
DIPPED GALVANIZED AFTER FABRICATION, SPACER SPOOLS SHALL ALSO BE WELDED SPOOLS AND GALVANIZED.
THREADED FITTINGS ARE NOT ACCEPTABLE. COMPANION FLANGES AT SUCTION AND DISCHARGE HEADER CONNECTIONS
SHALL BE CLASS 150 STEEL FLANGES, GALVANIZED. WHERE EXTERNAL BRASS PIPING IS CONNECTED TO THE PUMP
SYSTEM, A GALVANIZED PIPE NIPPLE SHALL BE INSTALLED IN THE HEADER COMPANION FLANGES AND CONNECTED TO
THE EXTERNAL BRASS PIPING WITH DIELECTRIC UNIONS, OR BY USE OF DIELECTRIC FLANGES.
ALL NUTS, BOLTS, WASHERS, PLUGS AND BUSHINGS USED IN THE ASSEMBLY OF THE PREFABRICATED PUMP STATION
SHALL BE 316 STAINLESS STEEL.
GAUGES SHALL BE 2-1/2" DIAMETER, LIQUID FILLED FOR VIBRATION DAMPENING, 0-200# RANGE, STPJNLESS STEEL
CASING, WrTH BRASS NEEDLE VALVE SHUT-OFF COCKS. ALL NIPPLES AND FITTINGS TO BE MINIMUM 1/4" 303
STAINLESS STEEL.
CHECK VALVES AND BUTTERFLY VALVES, INCLUDING HANDLES, SHALL BE SANO BLASTED AND FUSION BONDED EPOXY
COATED. ALL NUTS AND BOLTS TO BE GRADE 5/316 STAINLESS STEEL. SHUT-OFF VALVES TO BE WATTS BLITTER-
FLY LUG TYPE, WAFER STYLE, DRILLED AND TAPPED, WITH BRONZE DISC, CAPABLE OF REMAINING INSTALLED IN
PIPING. HANDLES SHALL BE 10 POSITION ADJUSTABLE, WITH CHROME MEMORY PLATE AND 316 STAINLESS STEEL
NUTS, BOLTS AND WASHERS. CHECK VALVES SHALL BE MUESSCO SURE-CHECK, BRONZE DOUBLE-DISC, SPRING
OPERATED.
PRESSURE REGULATING VALVES SHALL BE A FLANGED, COMBINATION PRESSURE REGULATING AND NON-SLAM CHECK
VALVE: FUSION BONDED EPOXY COATING INTERIOR AND EXTERIOR. NUTS AND BOLTS TO BE GRADE 5/316 STAINLESS
STEEL.
PUMP CONTROL PANELS SHALL BE 14 GAUGE, TYPE 304 STPJNLESS STEEL WrTH CONTINUOUSLY WELDED SEAMS, DOOR
WITH CONTINUOUS HINGE, #4 FINISH ON flVE SIDES, WITH ALL WELDS PASSIVATED TO ELIMINATE CORROSION, UL
LISTED, NEMA 3R ENCLOSURE, DEADFRONT, KEY LOCKABLE AND PADLOCKABLE, WITH MAIN DISCONNECT SWITCH, MOTOR
CIRCUIT PROTECTOR WITH ADJUSTABLE OVERLOADS ON ALL LEGS AND ADJUSTABLE INRUSH CURRENT TRIP SETTING,
HEAVY DUTY CONTRACTOR, 115V CONTROL CIRCUIT TRANSFORMER WITH CIRCUIT BREAKER DISCONNECT, FUSED PRIMARY,
HOA SELECTOR SWITCH, TERMINAL STRIP FOR REMOTE WIRING LEADS, AN ADJUSTABLE TIME DELAY RELAY "OFF" TO
PREVENT PUMP QUICK-CYCUNG AS VALVE STATIONS OPEN AND CLOSE, AN ADJUSTABLE TIME DELAY RELAY "ON" TO
OPERATE IN CONJUNCTION WITH A FLOW SWrTCH, AND A PLUG-IN MODULE TYPE PUMP START RELAY TO START/STOP
THE PUMP SYSTEM.
PANEL SHALL HAVE HOLES IN BOTTOM OF PANEL AS REQUIRED TO ALLOW FOR ALL INLET ANO OUTLET WIRING FOR
MAIN POWER AND CONTROL ACCESSORIES. STAINLESS STEEL LOUVERS SHALL BE INCLUDED ON OPPOSITE SIDES OF
THE PANEL FOR CROSS VENTILATION, AND SHALL INCLUDE INSECT SCREENS. LOUVERS SHALL BE STAMPED OUT
INTEGRALLY WITH THE ENCLOSURE.
FUSION BONDED EPOXY COATING. COATING PROCESS TO BE SCOTCHKOTE #134, WITH A MINIMUM OF 10-12 MILS
THICKNESS. COATING PROCESS SHALL BE PROPERLY APPLIED TO THE INTERIOR AND EXTERIOR OF PUMPS, PRESSURE
REGULATING VALVES, CHECK VALVES BUTTERFLY VALVES AND HANDLES.
SPRAY-ON OR BRUSH-ON COATINGS ARE NOT ACCEPTABLE.
COATING PROCESSOR TO PROVIDE CERTIFICATION TO VERIFY SPECIFICATIONS HAVE BEEN COMPLETED.
NUTS ANO BOLTS. ALL NUTS AND BOLTS USED IN CONSTRUCTION OF THE PUMP SYSTEM AND THE SHEET METAL
ENCLOSURE SHALL BE 316 STAINLESS STEEL. PLATED NUTS AND BOLTS ARE NOT ACCEPTABLE.
SHEET METAL ENCLOSURE SHALL BE MINIMUM 16 GAUGE GALVANIZED SHEET METAL. LEGS AND RAILS, OR OTHER
STRUCTURAL SUPPORT, SHALL BE MINIMUM 1-1/4" X 1/8" ANGLE IRON, HOT DIPPED GALVANIZED, OR 3/16"
ALUMINUM ANGLE.
ALL NUTS AND BOLTS ARE TO BE 316 STAINLESS STEEL, WrTH 316 STAINLESS STEEL LOCK WASHERS.
MOUNTING FEET TO BE CHROME PLATED ANGLE, ATTACHED TO LEGS, AND BOLTED TO STEEL SKID.
FOR SECURITY AREAS, THE FRONT MOUNTING FEET SHALL BE ATTACHED TO THE SKID WITH 316 STAINLESS STEEL
PADLOCK HASPS.
A REMOVABLE ACCESS SERVICE PANEL SHALL BE INCLUDED ON THE FULL LENGTH OF ONE SIDE OF THE ENCLOSURE.
THE ENCLOSURE SHALL BE THE TILT-UP STYLE, FOR FULL ACCESS TO THE ENTIRE PUMP SYSTEM. IT SHALL BE
CAPABLE OF LAYING BACK IN A 180 DEGREE HORIZONTAL POSITION.
INSPECTION PLATES SHALL BE INCLUDED AT PIPING ENTRANCES TO MINIMIZE OPENINGS AVAILABLE TO VANDALISM.
PLAIN STEEL ENCLOSURES WITH EPOXY COATING ARE NOT ACCEPTABLE. WELDING IS NOT ACCEPTABLE.
ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL FOR MAIN POWER TO THE PUMP PANEL, AND
FOR 115V POWER BETWEEN PUMP PANEL AND IRRIGATION CONTROLLER (NOT FOR POWERING THE CONTROLLER. WHEN
THE CONTROLLER ACTIVATES, IT SHALL PROVIDE A 24 VAC SIGNAL TO CLOSE THE DRY CONTACTS OF THE RELAY
UNIT, ANO ALLOW THE 115 VAC POWER FROM THE PUMP PANEL THROUGH THE RELAY UNIT TO THE MAGNETIC STARTER
COIL, ENERGIZING THE PUMP MOTOR.
PAINTING. ENTIRE PUMP UNIT TO BE FACTORY FINISHED WITH TWO COATS OF GREEN RUSTOLEUM FACTORY ENAMEL
FINISH.
TESTING. PUMP UNIT TO BE HYDROSTATICALLY TESTED AT 100 PSIG PRIOR TO SHIPMENT OF PUMP STATION.
START-UP. THE SERVICES OF A FACTORY REPRESENTATIVE SHALL BE MADE AVAILABLE ON THE JOB SITE TO CHECK
INSTALLATION AND PERFORM THE START-UP, AND INSTRUCT OPERATING PERSONNEL. A REPORT OF START-UP DATA,
INCLUDING VOLTAGE AND AMPERAGE READINGS, PRESSURE GAUGE READINGS, AND GENERAL OPERATING
CHARACTERISTICS SHALL BE SUBMITTED TO THE ARCHITECT FOR RECORD PURPOSES. THREE SETS OF OPERATING
AND MAINTENANCE MANUALS AND CONTROL PANEL WIRING DIAGRAMS SHALL BE PROVIDED TO THE CONTRACTOR TO
FORWARD TO OWNER UPON COMPLETION OF THE MAINTENANCE PERIOD.
SUBSTITUTIONS. REQUESTS FOR SUBSTrfUTIONS OF THE BOOSTER PUMP ASSEMBLY SHALL BE SUBMITTED TO THE
ARCHITECT IN WRITING, ALLOWING SUFFICIENT TIME FOR REVIEW OF SUBMITTAL DATA. WHEN REQUESTING
SUBSTITUTIONS, REFER TO THE SUBMITTAL REQUIREMENT LIST TO PROVIDE COMPLETE INFORMATION FOR REVIEW.
WHERE SUBSTITUTIONS ARE APPROVED, FINANCIAL SAVINGS IN MATERIAL COSTS SHALL BE SUBMlillD TO THE
OWNER'S REPRESENTATIVE, BY A METHOD APPROVED BY THE OWNER'S REPRESENTATIVE. THE CONTRACTOR SHALL
SUPPLY A COST ANALYSIS, DOCUMENTED BY QUOTATIONS FROM SUPPLIERS, WHEN SUBSTITUTIONS ARE REQUESTED.
APPROVAL OF SUBSTITUTIONS SHALL NOT RELIEVE THE CONTRACTOR OF PROVIDING A COMPLETE OPERATIONAL
SYSTEM CONSISTENT WITH THE INTENT OF THE SPECIFICATIONS.
SUBMITTAL REQUIREMENT UST. SUBMITTALS FOR THE BOOSTER PUMP ASSEMBLY SHALL BE COMPLETE IN THE
FOLLOWING DETAILS:
BOOSTER PUMP
FAMILY OF PUMP CURVES, INDICATING DESIGN POINT, AND INCLUDING IMPELLER CURVE, HORSEPOWER CURVE,
EFFICIENCY CURVE, AND THE NPSHR CURVE. SUBMITTAL SHALL BE MARKED WrTH GPM, HEAD, HORSEPOWER, ANO
SELECTED IMPELLER TRIM.
BROCHURE DESCRIBING MATERIALS OF CONSTRUCTION AND PRESSURE RATINGS
PUMP CONTROL PANEL
DIMENSIONS OF PANEL, AND INSTALLATION POSITION ON SKID BASE. INCLUDE DIMENSIONAL LOCATIONS AND
SIZES OF INLET OPENINGS FOR ALL WIRING REQUIREMENTS.
WIRING SCHEMATIC, TO INCLUDE ALL INTERNAL AND EXTERNAL CIRCUrTRY PERTINENT TO THE BOOSTER PUMP
SYSTEM, INCLUDING WIRING FOR FLOW SWITCHES, PRESSURE SWITCHES, TEMP SENSORS, PUMP START RELAYS,
ETC.
PROVIDE DETAILED WIRING DIAGRAMS FOR THE PUMP START RELAYS.
INCLUDE MANUFACTURER'S DATA SHEET.
FOR MULTIPLE CONTROLLER INSTALLATIONS, PROVIDE AN INDIVIDUAL RELAY FOR EACH CONTROLLER.INDICATE
WIRING SCHEMATIC REQUIRED FOR MULTIPLE RELAYS.
COMPONENT IDENTIFICATION OF ALL PUMP PANEL COMPONENTS.
SKID BASE AND SHEET METAL ENCLOSURE
INDICATE OVERALL DIMENSIONS, MATERIALS OF CONSTRUCTION, GAUGE DIMENSIONS, AND INSTALLATION
ATTACHMENTS.
ALL MATERIALS USED IN CONSTRUCTION TO BE HOT DIPPED GALVANIZED AFTER FABRICATION.
PIPING DIAGRAM
PROVIDE A PIPING DIAGRAM OF THE ACTUAL UNIT TO BE FURNISHED ON THIS PROJECT. SHOW PROPER
LOCATION OF ALL VALVES AND FITTlNGS, WITH SIZES.
PROVIDE BROCHURES OF VALVE AND FlmNG MANUFACTURERS.
INCLUDE DETAILS AND MATERIALS OF CONSTRUCTION OF ADJUSTABLE PIPE SUPPORTS UNDER PIPING, PUMPS,
AND MOTORS.
ACCESSORIES
INCLUDE MANUFACTURERS' DATA SHEETS AND BROCHURES ON ALL CONTROL ITEMS (FLOW SWITCHES, PRESSURE
SWITCHES, GAUGES, TEMPERATURE SENSORS, ETC.).
BASIC DATA SHEET
PROVIDE DETAILED CALCULATIONS OF PRESSURE DROP THROUGH THE PREFABRICATED PUMP SYSTEM.
INCLUDE MOTOR INFORMATION -RPM, VOLTAGE, PHASE, HORSEPOWER, FULL LOAD AMPS, INRUSH CURRENT AMPS.
ALL BROCHURES AND DATA SHEETS ARE TO BE APPROPRIATELY MARKED WITH TYPE, SIZE, STYLE, ETC.
END OF SECTION
"AS BUILT" APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
TITLE ________ _ DATE
REVIEV'lED BY,
INSPECTOR DATE
t----+---+----------------+----+----Jt---+---t W CITYPJN[NG ~~~0¼SBAD ~
Carlsbad Ca
160 -434-2152
DA TE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE lfllTIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
IRRIGATION SPECIFICATIONS
Overflow Parking Lot
AHLF Discovery Center
DWN BY: WDG_ I
CHKO BY: WDG
RVV'ID BY,-.W□.G~.
PROJECT NO.
CD 12-06 I DRAWING NO.
. 483-7L
r>t:..
\
r ' I
I
I
I
'
/
I
t
I
-
! i
' I . ;
I .. ! i
.f
' ,
f
I i •
I I / /
I /; /;
i ! j I / ;
/ /
! /,. . '
I !
f • 11-m. I ,
/ I
!
!
I
' ' c:1-w?
f s-m
19-db . 1,-de :.:J_, -
I
vr
~j:f,,
~ .. -·
10
PL.ANTING PL.AN
NOTES &
1. PREPARE A'-'-P'-ANTING AREAS AS FO'-'-OY'IS: A'-'-AREAS SHA'-'-SE RIPPED IN TY'IO DIRECTIONS TO A DEPTH OF 12 INCHES. THOSE AREAS P'-ANTED Y'IITH A GROUND COVER SHA'-'-HAVE THE FO'-'-OY'IING AMENDMENTS SPREAD
EVEN'-Y OVER THE AREA AND Tl'-'-ED INTO THE SOI'-TO A DEPTH OF b INCHES. RATES PER 1000SF, TRI-C HUMATE SO '-SS; NITRO'-IZEO SHAVINGS@ 1CUYRD; TRI-C ENDO 120 @1.S'-SS. A'-'-CONTAINER STOCK SHA'-'-HAVE A FU'-'-SIZE
(PER DETAI'-) P'-ANTING PIT SACKFl'-'-ED Y'IITH THE FO'-'-OY'IING: ~0"% EXCAVATED SOl'-1 10% NITOR'-IZED SHAVINGS; TRI-C HUMATE P'-US ®"'-SS/CU YRD; 4 TRI-C MYCO PACS AT 1-1GA'-: 9-SGA'-: 1-1SGA'-; 11-24"SOX
2. A'-'-P'-ANTING AREAS SHA'-'-RECEIVE A 5 INCH COVER ORGANIC MU'-CH -''-.ANDSCAPE MU'-CH' AVAIL-AS'-E FROM AGRI SERVICE 1)00 2b2 41&1.
5. EXACT '-OCATIONS OF A'-'-P'-ANT MATERIA'-ON THE REAR S'-OPE SHA'-'-SE STAKED SY THE FOUNDATION PRIOR TO START OF Y'IORI<.
I
I/ //
//
! ! I I I ;
I
I
I
/ ,I
;
I
I
I
I
I
-
i
.!/
/!
I
I
I
I
/cl h
i I
f
! <J I
f /i,,,, / <'.I -
I I I I •
I ,
I
I f.\ I
i
!
i I ; . ' f /
I
I
I
I
I
I f I f I
!
I h I / ! I '
' I •
!
!
l I ! i I ,j
j i ' ' j !
s:1 ! I
! ! f !
! ! I I I !
' ' I / ! I t:j !
' ! ! ' i f ! ' ' ' ' f {
5(dmbol
C
p
L
5~mbol
A
a
R.
Jc
C,
C
Dh
db
de
wr
+ ih
je
mr
m
pm
ps
SI
* vi
+ + +
+ + + + + + +
Carlsbad ca
1€;0 -434-2152
,,,,
, • ._j
p ANT MATffi<.IA
Botanic.al Name
TREES
Cercis occidentalis
Platanus racemosa
L(donothamus floribundus
asplenifolius
common Name
V'lestern Redbud
S(dcamore
Catalina Ironwood
auantitld
1
3
9
5ize
15 gallon
24"box
15 9allon
Remarks
standards
multi/low branchin9
well rooted
Botanic.al Name auantit~ 5ize Remarks
5HRUB5
Achillea millefolium (Coastal form)
Arctostaph(d los hookeri franciscana
Arctostaph(dlos "Radiant'
Ceanothus 'JO(dGe Coulter'
Cistanthe 9randiflora
Cistus h(dbridus (V'lhite)
Dendromecon harfordii
Dudle(da brittonii
Dudle(da edulis
Eri9eron 'V'IR'
Iris dou9lasiana
Iva ha(desiana
Juncus effusus
Huh lenber9ia ri9ens
tvfimulus
Penstemon 'tvfararita BOP'
Penstemon spectabilis
Salvia 'Pozo Blue'
Sisldrinchium bellum
Yi9uiera laciniata
14
48
21
26
15
5
4
10
8
31
62
1
39
26
5
11
12
60
112
15
59al
19al
59al
59al
19al
59al
59al
4inch
4inch
19al
19al
19al
19al
19al
19al
19al
19al
59al
4inch
19al
~ROUND COYE:R5
Carex prae9racilis from flats/plu9s @ 12inches o.G.
carex spissa (Blue form) from flats/plu9s @ 12inches o.G .
-q,i ~ \>-ccl$m!J'--tl-l-@
? 0 f:?)
I~
4
~FJlffiITI=i~TIIr~ "~,=,mil:iJ;m"i'-l'lm!::im:=1" __ ,.,:::::ci"m'"'=c:"'1 F"' -ru~---:~il*
=rrc=:11:=rn= ~m:::: ·, 1rl~ :='=~~ffi~111!.!!ff1~f1lli 11=· ='il-=· .=r= -11::: .. ....:...111:::11i-:m:c:c1. ·=m ::::::rr=-=m=-·=r rErr m=:11 =m::=:11 r-=m=:111:=1 ;1=: ~II==::: =1ITT:=fTT=fr~m 1TI!MIB~m~0~mwn :k/WJ ~w~=~m~~~~~-~~~'1. m8~~~~~w~~=ill~ rn~=□=rrr= .. T'!:c:n= =~= = .:::,cill:c:c!J1::;;~ L: __ -=_ -~=C'i=fil=[:cJI=ill :==111::::L-111':c:'1,,:=:::111::::1 ,:;=11r=;=. · 1,-,,-=111-1," 1~, 111---=111---=,_,,-m-_=111-~.nITT~;;;!ffi:k. ~b. IT'ik?1 mk.~ 11~Tf~~~. 1=, k: iffi!: 12iil' '~l!:ffIDrn~r~. I !!ID 1]=a1 1=7=' =T'"-1 •=i=il'=I -=-111----:TTl___,, = = ~ J=[:--= =[=TTT=u;='TT~[H ~rr~~~m~731i=n~m=~~m=~=r~-=-E-m=1=m=:=m~1 :=1i~ Tl~:''~' :1=· :C:llF[= I -ill;:Jil::C:ll::-·'1:': =· '= C 1:=111 ~111:=1· ::::::1,c::::11'~ :!~UJ JI~~=;GI~:=~wf!lu~" -~~_:~~~~~~ =~ ~ .:m~I=i'.JJ~[~=~[='~~lli
1. 2" LODGEPOLE PINE STAl<::5--DRIYEN OUTSIDE
ROOTBALL INTO NATIVE SOIL -Sf=I 90° TO PREVAILING
BRE:::ZE.
2 TREES TIES-SET" LOOSE IO ALLOV'l NINOR TRUNK NOV EH ENT_
3. ADD THIRD TIE TO SMALL G.A.LIPER TREES.
4 3" OF ORGANIC MULCH (UNLESS IN TURF)
b. AMENDED BACKFILL MIX PER SPEC.
l FERTILIZER TABS -SEE SPECS.
8. COMPACTED NATIVE SOIL.
9. 4" DIA PE:<-.F. AERATION/BREATER TUBES V'lRAP J/'!ITH FILTER
FABRIC SOCK l<NOITED AT THE TCP + GRATE GAP PER SPEC.
LEAVE TUBE HALLOV'l.
1-FOR 15GAL; 2-FOR 24"BOX; 3-FOR 38'BOX 4-FOR 48"+.
10. PLANTING PIT -V'llDTH 2X4-BOX SIZE; DEPTH 1-1/2-
BOX SIZE; SEE PLAN DIAGRA)YJ.
11. IRRIS.A.IION TUBE -PER PLAN 4 PIT DETAILS
12 ADD TRUNK GUARD IF PLANTED IN MOV'lE:D TURF.
13. RE)YJO\/E 1 RECYCLE ALL NURSERY STAKES.
TREE PLANTING
carex subfusca from flats/plu9s @ 9inches o.G. -.___
Baccharis piluaris
'Pi9eon Point'
from flats/plu9s @ 1Binches o.G.
<J
-·· ... . .,,
-----·---San Diego Gas & Electric
Company
Reviewed By~ Date L/-7-/5
Colle-1;:n Fino
Land Management Rep:c:e!>eulc1live
------/,
,-.:._'j
/
VIGNETTE AREA
IRRIGATION -
V'lHEN SHCV'l_l:LBN S\-_j'LAN____.--
\___ TOPO
..,.._-/7'-t----PLANTING PIT
,,c---,+~----DR.Al~~TO
ROUT ALL PLU)YJB G NO
CLOSER TH~-12" )YJIN
_jL... ---ftlBES
------
-------.. -
TREE PLANTING PIT
I. PL.ANTl'>G PIT -!-"\IDT'-1 2X-ROOT3ALL; Dc'PTrl 1·1/2X ROOT:SALL.
3 ROOT3ALL SC:T f"LT. BAS': I" ABO.IC: GR.",,GE;
4 A:-1:':i',DED 6AGKFILL '-11X "':':R 5,oc,e,
5. Fi:RTILIE:-<-TA3S -<-':CR SPC:C-!Fl<'.;,.AT:CNS
6. T'::'-1:"'0R..ARY 3'::R'-'I TO HOLD l,'.ITIAL V\i"-.Ti:RINGS
1. 9" LAY!:::'<. Of ORGA!>.IG "-1,JLG-'--i
SHRUS PLANTING
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
"AS SUI!.. T"
TIT'-E _________ _
REVIEY'IED SY:
DATE
INSPECTOR DATE
f----+--+------------+--t--+----t----11 SBET I CITY OF CARLSBAD ~ PL-ANNING DIVISION ~ :==::::'..::==========='....'.::::=~
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER AF FRO'/ At.. CITY APPROVAL
Overflow Parking Lot
Agua Hedionda Visitor Center
PL-ANNING
OWN BY: WDG
CHKD BY: _'ND_G~_
RVY'ID SY: WDG
PROJECT NO.
CD 12-06
&,jl-1;:;_
DATE
DRAWING NO.
483-?L
.iVlap ET grnJing. i.vpd
Permission is hereby granted to -----
(Permittee), to grade and construct ---------
improvements as shown on these plans within San Diego Gas &
Electric Company's easement(s) subject to the following
conditions:
Map ET grnding.wpd
1. Submittals:
1.1. Permittee agrees to supply SDG&E with 'as built' grading,
improvement and profile plans to SDG&E specifications, if
requested.
1.2. Permittee agrees to submit for review and approval a
blasting plan prior to blasting, if blasting is required.
2. Pre-Construction Meetings: SDG&E's Land Management
Representative (LMR) must be invited with at least three (3) working
days prior notice.
9. Grading:
9.1.At least twenty-four (24) hours notice must be given to SDG&E's
LMR before start of work.
9.2. Field changes to plans within said easement shall be
approved in writing by SDG&E LMR.
9.9. Permittee is responsible to call DIG ALERT at 811 for all
underground mark-out locations.
9.4. Clearance of (35) feet minimum between the SDG&E electric
transmission wires and the natural ground shall be maintained on
any given day, noting line sags vary depending on ambient
temperature and line current. All requirements, including but not
limited to OSHA, CAL-OSHA, ANSI, NIOSH, and NEC for
clearances when working around energized electrical facilities
must be maintained.
9.5. No grading shall be allowed within ten (10) feet of a single
wood pole structure or anchor, within fifteen (15) feet of
multi-wood poles, within twenty (20) feet of steel lattice towers
or within thirty (30) feet of steel poles.
9.6. SDG&E reserves the right to inspect and perform quality
control work during construction.
4. Special Conditions:
5. Erosion Control:
5.1.All disturbed and created slopes, within the SDG&E
transmission easement, shall be hydro-seeded or planted by
Permittee with an SDG&E approved mix.
5.2. All drainage shall be designed to prevent erosion of SDG&E
easement and access roads.
6. Storage: This permission to grade letter does not permit storage of
equipment, materials, dirt or debris on the easement or SDG&E fee
owned property.
1. Access:
1.1.Access to all SDG&E facilities shall be maintained at all times. All
costs associated with restoration of access and all associated
damages shall be borne by Permittee.
1.:2. All gates shall provide for SDG&E access by padlock,
lock-box or keyed bypass both during and upon completion of
construction. Location and construction of gates to be approved
by SDG&E LMR.
8. Outstanding Agreements: Permittee agrees to pay for, sign and/or
have signed all Consent Agreements, Consent to Use Land Agreements
and/or Joint Use Agreements between SDG&E and owner or public
agencies who encroach upon the SDG&E easements. Said agreements
will be subject to the revocability clause as stated in the California
Public Utilities Commission General Order 69-C as shown on web site:
http:/ /www.cpuc.ca.gov/PUBLISHED/Graphics/645.PDF.
1. Indemnification:
1.1. Permittee agrees to assume all risk of loss, damage to property
and/or injury and/or death to persons, and to indemnify and hold
SDG&E harmless from any and all liability in any way arising from
the proposed grading or construction of improvements.
1.:2.SDG&E shall not be responsible in any manner for any
maintenance or repair of the proposed grading or improvements.
This includes, but is not limited to, drainage and/or erosion
problems or damage caused to improvements that were not
constructed to take the weight or activities of vehicles and
equipment owned by or working on behalf of SDG&E.
:2. Terms and Conditions: The terms and conditions of this approval shall
benefit and bind Permittee its successors, assigns, agents or
contractors.
9. Contact:
mobile.
Colleen Fino, 858-637-7989 office, 619-405-9211
r\ evi ewed By ___________ _____,Dote ___ _
Colleer1 Fino
Land Monogernent F<:epresentative
Valid for 18 months from dote of signature
PL.ANTING NOTE:S
1. PRIOR TO BIDDING THE JOB, THE CONTRACTOR SHALL VISIT THE SITE AND BECOME
FAMILIAR HITH CONDITIONS UNDER HHICH HORK SHALL BE DONE.
2. CONTRACTOR SHALi-IMMEDIATELY UPON THE -RD OF THE CONTRACT, ORDER,
LOCATE AND PURCHASE (OR HAVE HELD) ALL PLANT MATERIAL REQUIRED BY THESE
FLANS AND SPECIFICATIONS.
3. THE PLANTING PLAN IS DIAGRAMMATIC, AND ALL LOCATIONS ARE APPROXIMATE.
4. CONTRACTOR SHALL REVIEH CIVIL ENGINEERING PLANS FOR ALL CURBS, RETAINING
~LLS, DRAINAGE AND GRADING.
5. ALL HORK SHALL BE IN ACCORDANCE HITH THE REQUIREMENTS OF THE GOVERNING
AGENCIES.
6. THE CONTRACTOR SHALL REVIEH NOTES, LEGENDS AND PLANTING INSTALLATION PLANS
BEFORE STARTING HORK.
7. THE CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING PLANTER AREAS 4 PLANT
MATERIAL AS INDICATED ON THE PLANS OR AS SPECIFIED BY THE L.A. IN THE FIELD.
8. LOCATION 4 DEPTH OF ALL SITE UTILITIES SHALL BE DETERMINED PRIOR TO
COMMENCEMENT OF HORK GRADING AND UTILITY INFORMATION PROVIDED HAS NOT
GUARANTEE OF BEING ACCURATE. CONTRACTOR SHALL VERITY AND LOCATE UTILITY
LOCATIONS TO HIS ACCEPTANCE.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS OF ANY EXISTING CONDITIONS
DAMAGED AS A RESULT OF NEGLIGENCE Of HIS CREH, SEE SPECIFICATIONS.
10. CONTRACTOR SHALL NOTIFY OHNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE
EXISTING CONDITIONS OR HITHIN THE PLANS PRIOR TO BEGINNING HORK.
11. OHNER'S REPRESENTATIVE SHALL APPROVE ALL FINISH GRADING PRIOR TO PLACEMENT
OF ANY PLANT MATERIAL, SEE SPECIFICATIONS.
12. PRIOR TO PLANTING IRRIGATION FOR THE PLANTING AREA SHALL BE FULLY
OPERATIONAL. ALL DRIP SYSTEMS EMITTERS SHALL BE INSTALLED AND HORKING THE
SAME DAY OF SHRUB PLANTING.
13. CONTRACTOR SHALL GERMINATE HEED SEEDS, ALL IRRIGATIONS SYSTEMS SHALL BE
OPERATED FOR A THO HEEK PERIOD. ALL EMERGING GROHTH SHALL HAYE A
COMMERCIAL POST EMERGENT CONTACT HERBICIDE APPLICATION PER MANUFACTURE'S
DIRECTIONS, (ROUNDUP OR APPROVED EQUAL!. AFTER APPLIED, ONE ADDITIONAL
HEEK SHALL PASS TO ALLOH THE HERBICIDE TO DISSIPATE BEFORE THE START OF
PLANTING, SEE SPECIFICATIONS.
14. GROUND COVER PLANTED AREAS SHALL BE RIPPED TO A DEPTH OF 6" IN THO
DIRECTIONS.
16 AFTER APPROXIMATE FINISHED GRADES HAVE BEEN ESTABLISHED ON THE GROUND
COVER PLANTED AREAS, SOIL SHALL BE CONDITIONED IN THE FOLLOHING MANNER.
MATERIALS SHALL, AT THE FOLLOHING RATES, BE UNIFORMLY SPREAD AND CULTIVATED
THOROUGHLY BY MEANS OF MECHANICAL TILLER INTO THE TOP 6" OF SOIL.
APPLICATION RA TES PER 1,000 SQ. FT.
2 CU.YRDS. COMPOSED ORGANIC SOIL AMENDMENT
200 LBS. GRO-POHER PLUS (SO-CAL FERT. COMP.!
20 LBS AGRICULTURAL GYPSUM
10 LBS SOIL SULFUR
\ ,
.... f / ' / . /_ ',J
enclo;;ure
I
I
I
I
/ I I I
/ I
NOTES
,
! I I r
! / ,
f I
I !
•
/.
1. NEV'l PLANTING IS IN AN A~EA V'llTH
EXISTING l~~IGATION THAT V'llLL BE USED
TO ESTABLISH AND MAINTAIN NEV'l PLANTS.
VIGNE:TTE: FOR SUPPL..f:Mf:NTAL.. PL.ANTING
0 10 :20
-4c--------i~-~
1\Pf_)ROVED F'OR PLANT'ING
AND IR.RIGAT10N ONLY,
INCLUDING PRECISE
LOC1\TION OF PL1\NTINC
Al~EAS.
"AS SUIL.. T"
TITLE _________ _ DATE
REYIEHED BY,
INSPECTOR DATE
f----1----+----------------f------+--+---+-----l I SH~ET I CITY OF' CARLSBAD ~
PLANNING DIVIS_IO_N_' ---~ ~
Carlsbad Ga
160 -434-2152
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTH;;R APPROVAL CITY APPROVAL
Oveti/ow Parking Lot
Agua Hedionda Visitor Center
APPROVED
PL.ANNING
DWNBY: -\VDG_
CHKD BY: WDG_
RVHD BY, WDG
PROJECT NO.
CD 12-06
DATE
DRAWING NO.
483-?L
I.
' I
SECTION 02910
LANDSCAPE FINISH GRADING AND SOIL AMENDMENT
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF HIIS SECTION THE SAM AS THOUGH
WRITTEN HEREIN.
1.02 SCOPE OF WORK
A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PLACE IMPORTED TOPSOIL, PREPARE SOIL FOR PLANTING,
AND TO FINISH GRADE AS DESCRIBED HEREIN AND UPON THE DRAWINGS.
B. WORK NOT INCLUDED: ROUGH GRADING AND STORM DRAINAGE.
1.03 RELATED SECTIONS
A.
C.
SECTION 02810-IRRIGATION SYSTEMS
SECTION 02930 -TREES, SHRUBS, AND GROUNDCOVER
SECTION 02920 -HYDROSEEDING & SEEDING
1.04 REFERENCES
A. AMERICAN SOCIETY FOR TESTING AND MA l'ERIALS (ASTM)
B. AMERICAN ASSOCIATION OF S l'ATE HIGHWAY AND TRANSPORTATION OFFICIALS (MSHTO)
1.05 SUBMITTAL$
A.
C.
D.
E.
F.
PRODUCT SUBMITTALS -SUBMIT THE ITEMS IDENTIFIED BELOW FOLLOWING THE PROCEDURES PRESCRIBED
UNDER SECTION 01330 SUBMITTALS. PARTIAL OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL
BE RETURNED WITHOUT A REVIEW.
·1. ORGANIC SOIL AMENDMENTS -SUBMIT SAMPLES AND PRODUCT SPECIFICATION NOT MORE THAN 30
DAYS OLD. SPECIFICATION SHALL INCLUDE PARTICLE SIZE EVALUATION, TOTAL NITROGEN (N), AMMONIA
(NH4-N, NITRATE (NO3-N), ECE, PH, MICRO NUTREIENTS, AND METALS.
2. INORGANIC CONDITIONERS, FERTILIZERS, AND CHEMICALS -SUBMIT PRODUCT LITERATURE AND
SPECIFICATIONS.
AGRICULTURE SOIL TESTS -SUBMIT ANALYSIS REPORT AND RECOMMENDATIONS FOR AMENDMENTS AND
BACKFILL TO THE CITY FOR APPROVAL.
CERTIFICATIONS -SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CLT) REGISTRATION FOR FOREMEN
PERFORMING WORK ON THIS PROJECT.
COSTS FOR SAMPLING, TESTING OR INSPECTION OF MATERIALS ARE INCLUDED IN BID, AND COPIES OF
INSPECTIONS, CERTIFICATES, AND TESTING RESULTS SHALL BE FURNISHED WITHOUT ADDITIONAL SCOST TO
THE OWNER
SUBSTITUTIONS -FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OR PRODUCT, SUBMIT SAMPLES,
PRODUCT SPECIFICATIONS, AND PRODUCT LITERATURE. FOLLOW PROCEDURES AS PRESCRIBED UNDER
SECTION 01610 SUBSTITUTIONS.
1.06 EXPERIENCE AND QUALIFICATIONS.
A THE CONTRACTOR SHALL EMPLOY CERTIFIED LANDSCAPE TECHNICIANS (CLT) WITH THE CALIFORNIA
LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE INSTALLATION WORK.
1.07 RESPONSIBILITY
A.
B.
C.
D.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE PROPERTY
ADJACENT TOT HE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE
WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTACT PERIOD, INCLUDING DURING
SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR SHALL REPAIR OR
REPLACE DAMAGED IMPROVEMENTS INCLUDING ACTS OF VANDALISM, THEFT, AND GRAFFITI REMOVAL.
REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL CONDITION OF THE EXISTING
IMPROVEMENT, AND SHALL MATCH IN FINISH AND DIMENSION.
PRIOR TO STARTING THE WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE
TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION
MAY BE INSTALLED IN ACCORDANCE WITH THE DESIGN, PERTINENT CODES, REGULATIONS, AND PORTIONS OF
THE REFERENCED STANDARDS
IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT.
DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN
FULLY RESOLVED.
PART 2 PRODUCTS
2.01 SOIL AMENDMENTS
A.
1.
B.
C.
1.
D.
1.
2
ORGANIC SOIL CONDITIONER
PRODUCT SHALL BE FULLY COMPOSTED 100 PERCENT RECYCLED ORGANIC PRODUCT, CONSISTING OF
COMPOSTED BIO-SOLIDS AND AGED WOOD FIBER WITH PARTICLES PASSING A½ INCH SCREEN,
PRODUCT SHALL BE NON-HAZARDOUS, AND CONFORM TO U.S. EPA 40 CFR 503 CRITERIA FOR
CLASS"A" PRODUCT.
HUMATE PLUS
1. A COMMERCIALLY MINED AND PACKAGED SOIL CONDITIONER CONTAINING 40 PERCENT ORGANIC
MATTER, 40 PERCENT CARBON, AND 40 PERCENT HUMIC ACIDS. MANUFACTURED BY
TRI-ENTERPRISES, CHINO CA, (800) 927-3311.
AGRICULTURAL GYPSUM
A COMMERCIALLY PROCESSED AND PACKAGED PRODUCT WITH A MINIMUM 90 PERCENT CALCIUM SULFATE
DIHYDRATE (CASO422O) AND MINIMUM 14 PERCENT SULFUR (S). GYPSUM SHALL BE FREE FLOWING,
FINE GRANULAR FORM WITH 100 PERCENT PASSING A 10 MESH SCREEN. PRODUCT SHALL BE
ENVIRONMENTALLY SAFE AND PRODUCED SPECIFICALLY FOR AG RIC UL TURAL OR LANDSCAPE USE.
GRANULAR FERTILIZER
FERTILIZER SHALL BE A COMMERCIAL GRAD PRODUCT, UNIFORM AND HOMOGENOUS IN COMPOSITION, DUST
FREE, DRY, AND FREE FLOWING GRANULAR OR PELLETIZED FORM SUITABLE FOR APPLICATION
WITH APPROVED EQUIPMENT, AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE
PERCENTAGES BY WEIGHT OF PLANT FOOD.
FERTILIZER SHALL BE DELIVERED TO THE SUITE IN ORIGINAL UNOPENED CONTAINERS BEARING THE
MANUFACTURER'S GUARANTEED ANALYSIS. WET OR CAKED FERTILIZER IS NOT ACCEPTABLE.
E. E-Z WET 26% SPRAYABLE
A. PRE-EMERGENT HERBICIDES
1. A COMMERCIALLY PRODUCED BIODEGRADABLE, NON-IONIC, NEUTRAL PH LIQUID SOIL PENETRANT.
2.02 PRE-EMERGENT HERBICIDES
A.
B.
C.
PRE-EMERGENT HERBICIDES SHALL BE A WETTABLE POWDER OR GRANULE TYPE PRODUCT, SUITABLE FOR USE
WITH THE GROUNDCOVERS SPECIFIED ON PLANS AND SUITABLE FOR USE WITH THE ON-SITE SOIL.
HERBICIDES SHALL BE SELECTED FOR CONTROLLING THE WEEDS INDIGENOUS TO THE SITE.
HERBICIDES SHALL COMPLY WITH REQUIREMENTS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION OVER
THE PROJECT.
2.03 AMENDMENTS FOR BID
A. QUANTITY AND PROCEDURE ADJUSTMENTS MAY BE REQUESTED BY THE ARCHITECT, AFTER REVIEWING OF THE
1.
2.
2.04
A.
B.
AGRICULTURAL SOIL ANALYSIS REPORT. ADJUSTMENTS BY THE ARCHITECT WILL ISSUED IN WRITING.
THE FOLLOWING AMENDMENTS AND QUANTITIES ARE TO BE USED AS THE BASIS FOR BIDS.
SOIL AMENDMENTS FOR PLANTING AREAS WITH GRADIENT LESS THAN 2:1 IN SLOPE. QUANTITYPER 1,000
SQUARE FEET:
4 CU. YDS
50 LBS.
15LBS.
25 LBS.
ORGANIC SOIL CONDITIONER
HUMATE PLUS
GRANULAR FERTILIZER
AGRICULTURAL GYPSUM
SOIL AMENDMENTS FOR 2:1 SLOPES. QUANTITIES PER 1000 SQUARE FEET
2 QTS. PLANT'S CHOICE SR
E-Z WET 26%SPRAYABLE APPLIED PER MANUFACTURER'S RECOMMENDATION.
IMPORTED TOPSOIL (ONLY IF REQUIRED TO MAKE UP GRADES)
IMPORTED SOIL SHALL BE CLASS A TOPSOIL AS DEFINED UNDER SECTION 212-·1 .1 .. 2 OF THE STANDARD
SPECIFICATION. PROVIDE SOIL FREE OF SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS,
ORGANIC OR INORGANIC DEBRIS, SILT, AND CLAY, TOXIC SUBSTANCE, ORGANIC OR INORGANIC SOIL
STERILANTS; SALTS; AND SOIL REMOVED FROM ROAD BED EXCAVATIONS.
THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE ARCHITECT A SOILS REPORET MANDE FROM
THE INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-O-K,
SAR, MINERALS, MICRO-NUTRIENTS, ECE, BORON LEVELS, SOIL PARTICLE SIZE, AND TEXTURAL
ELEVATION. SOIL IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE ARCHITECT SHALL BE
REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL PAY EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS.
PART 3 EXECUTION
3,01 GENERAL
A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK, GRADING, SOIL
PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION.
B. IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE
COMMENDING PLANTING OPERATIONS.
3.02 AGRICULTURAL SOIL TESTING
A.
B.
C.
D.
THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL
BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER.
SOIL SAMPLES SHALL BE TAKEN FROM THREE LOCATIONS AND SUBMITTED TO A SOIL ANALYSIS LABORATORY.
INCLUDE WITH THE SAMPLES, A DESCRIPTION OF THE PROPOSED PLANTING, A DESCRIPTION OF WHERE
THE SAMPLES WERE TAKEN, AND THE TYPE OF ORGANIC AMENDMENT TO BE USED.
THE ANALYSIS REPORT SHALL INCLUDE PH, N-P-K, SAR, ECE, BORON LEVELS, PERCOLATION RATES, AND SOIL
PARTICLE SIZE AND TEXTURAL EVALUATION. THE REPORT SHALL INCLUDE RECOMMENDATIONS FOR
AMENDMENTS, FERTILIZERS, APPLICATION RATES, AND PROCEDURES FOR CONDITIONING THE SOIL.
THE ARCHITECT SHALL REVIEW THE ANALYSIS REPORTS PRIOR TO ORDERING AMENDMENTS.
E. ACCEPTABLE LABORATORIES OFFERING SOIL TESTING SERVICES ARE: 1) WALLACE LABORATORIES, 365
CORAL CIRCLE, EL SEGUNDO,. CA 90245, 310-615-0116. 2) SOIL & PLANT LABORATORIES, P 0. BOX 6566,
ORANGE, CA 92883, 717-282-8777.
3.03 PERCOLATION TESTS
A.
B.
C.
D.
3.04
B.
C.
3.05
A.
B.
TEST FOR PERCOLATION PRIOR TO SENDING SOIL SAMPLE TO ANALYSIS LABORATORY.
AUGER ONE (1) HOLE PER EVERY SEVENTY FIVE HUNDRED (7,500) SQUARE FEET OF PLANTING AREA FOUR (4)
FEET DEEP AT LOCATIONS DETERMINED BY THE ARCHITECT. FILL HOLES WITH WATER TO ONC HALF Tl-IE
DEPTH OF EACH HOLE.
RECORD DROP IN THE WATER LEVEL AT THIRTY (30) MINUTE INTERVALS FOR A MAXIMUM OF SIX HOURS (6) OR
UNTIL THE WATER HAS PERCOLATED,
SUBMIT MONITORING RESULTS TO ARCHITECT FOR REVIEW. WHEN THE PERCOLATION RATE IS ONE HALF(½)
INCH PER HOUR OR LESS, THE ARCHITECT WILL REQUEST ALTERNATIVES WITH COST FOR IMPROVING
PERCOLATION AND DRAINAGE OF THE PLANTING AREA.
WEED ABATEMENT
A. IN AREAS DESIGNATED TO RECEIVE AMENDMENTS, IRRIGATE NORMALLY FOR TWO WEEKS TO
GERMINATE WEED SEEDS APPLY CONTACT HERBICIDE PER MANUFACTURE'S INSTRUCTIONS
REPEAT THE APPLICATION OF HERBICIDE WHEN WEEDS REMAIN OR NEW WEEDS APPEAR ONE (1) WEEK
AFTER INITIAL APPLICATION.
CLEAR AND GRUB DEAD WEEDS AND ORGANIC DEBRIS PRIOR TO COMMENCING TOPSOIL PLACEMENT OR SOIL
PREPARATION.
TOPSOIL PLACEMENT (IF REQUIRED TO MAKE UP GRADES)
REFER TO THE DRAWINGS FOR AREA TO RECEIVE, AND THE DEPTH OF TOPSOIL.
Tl-IE TOPSOIL SHALL BE PLACED IN MAXIMUM 6 INCH LIFTS WITH THE FIRST LIFT PLACED AND TILLED INTO THE
TOP 6 INCHES OF Tl-IE EXISTING SOIL. PRIOR TO PLACING EACH LIFT, THE AREA SHALL BE THOROUGHLY
MOISTENED BUT NOT SATURATED. EACH SUCCEEDING LIFT SHALL BE PLACED AND COMPACTED TO
UNTIL THE FINISHED GRADES INDICATED ON THE DRAWINGS ARE ACHIEVED.
A. THE FINISHED GRADES SHALL GE FREE OF DEPRESSIONS, HUMPS, ROCKS, DEBRIS, AIR POCKETS, AND READY
TO RECEIVE SOIL AMENDMENTS.
3.06 SOIL PREPARATION
A. IN PLANTING AREAS WITH A GRADIENT LESS THAN 2:1, MECHANICALLY RIP OR HAD TILL THE AREA IN TWO
B.
C.
D.
DIRECTIONS TO A MINIMUM DEPTH OF 6 INCHES.
REMOVE ROCK AND HARD CLODS 3 INCHES IN DIAMETER AND LARGER, REMOVE CONSTRUCTION DEBRIS,
ROOTS, STUMPS, TRASH AND OTHER DELETERIOUS MATERIALS FROM THE TOP 6 INCHES OF SOIL
APPLY SOIL AMENDMENTS, FERTILIZERS, AND CONDITIONERS EVENLY AND AT THE SPECIFIED APPLICATION
RATES.
ROTOTILL TOP 6 INCHES OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY.
E. FINE GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON THE DRAWINGS.
3.07 LANDSCAPE FINISH GRADING
A.
B.
C.
D.
E.
FINISH GRADING SHALL ESTABLISH FLOW LINES AND GRADIENTS FOR UNIFORM WATER DRAINAGE. FLOW
LINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE STRUCTURE
OR OUTFALL AREA.. FINISH GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF
FIXED ELEVATIONS OR ELEVATION CONTROLS. FLOW LINES SHALL HAVE A MINIMUM 2 PERCENT
GRADIENT FROM HIGHPOINT TO INLET OR OUTFALL AREA. CONTRACTOR SHALL NOTIFY THE ARCHITECT
WHEN GRADES OR FLOW LINES CONFLICT WITH OTHER CONSTRUCTION OR WHEN POSITIVE DRAINAGE
IS NOT ACHIEVABLE AND REQUEST A RESOLUTION. FAILURE TO REPORT THE CONFLICTS PRIOR TO
PLANTING SHALL RESULT IN REMOVING THE PLANT MATERIAL, RE-GRADING TO CORRECT THE
DISCREPANCY AND REPLACEMENT OF THE PLANT MATERIAL AT NOW COST TO THE OWNER.
UNLESS NOTED OTHERWISE, FINISHED GRADES ALONG WALKWAYS AND CURBS SHALL MAINTAIN A CONSTANT
RELATIONSHIP BETWEEN THE FINISHED PAVING AND FINISHED GRADE. FINISHED GRADE FOR LAWN
AREAS SHALL BE 1 INCH BELOW SIDEWALKS AND CURBS.
FINISHED GRADES SHALL BE FLOATED TO A UNIFORM SURFACE FREE OF IRREGULAR DIPS, HUMS, VALLEYS OR
RIDGES. REFER TO SECTION 02925 FOR ADDITIONAL REQUIREMENTS FOR PREPARING LAWN AREAS.
THE FINISHED GRADES SHALL MAINTAIN DRAINAGE AWAY FROM BUILDINGS, STRUCTURES, WALLS PAVING,
AND TOWARDS DRAIN INLETS OR OUTFALL AREAS. FLOW LINES SHALL BE ESTABLISHED TO DRAIN
WATER FROM BEHIND WALLS AND TOWARDS DRAIN STRUCTURES.
WHEN NO COMPACTION RATE FOR PLANTING AREAS IS SPECIFIED GEOTECHNICAL REPORT OR WHEN NO
REPORT IS AVAILABLE, COMPACT TURF AND GROUNDCOVER AREAS A MINIMUM OF 85 PERCENT TO A
MAXIMUM 90 PERCENT RELATIVE DENSITY OR AS SHOWN ON DRAWINGS OR SPECIFIED ELSEWHERE ..
END OF SECTION
PART 2 PRODUCTS
2.01 HYDROSEEDING MATERIALS
A. HYDROSEED SLURRY COMPOSITION SHALL BE NOTED ON THE DRAWINGS.
B. ALL SEED SHALL BE NEW CROP SEED LABELED IN ACCORDANCE WITH US. DEPARTMENT OF AGRICULTURE
RULES AND SHALL BE FURNISHED IN SEALED, STANDARD CONTAINERS. SEED WHICH HAS BECOME WET,
MOLDY, OR OTHERWISE DAMAGED, WILL NOT BE ACCEPTABLE.
C. SEED AON/OR STOLON TYPES SHALL BE AS SPECIFIED AND SHALL BE APPLIED AT THE RATES INDICATED ABOVE.
D. MULCH MATERIAL SHALL BE CLEAN, NATURAL WOOD CELLULOSE FIBER. NATURAL WOOD CELLULOSE FIBER
SHALL BE PROCESSED IN SUCH A MANNER THAT IT WILL CONTAIN NO GROWTH OR GERMINATION INHIBITING
FACTORS AND SHALL BE DYED GREEN TO FACILITATE METERING OF MATERIALS. IT SHALL BE
MANUFACTURED IN SUCH A MANNER THAT AFTER EACH ADDITION AND AGITATION IN SLURRY TANKS WITH
FERTILIZER, SEED, WATER. AND OTHER APPROVED ADDITIVES, THE FIBERS IN THE MATERIALS WILL
BECOME UNIFORMLY SUSPENDED TO FORM A HOMOGENEOUS SLURRY, AND THAT WHEN HYDRAULICALLY
SPRAYED, WILL UNIFORMLY COVER THE GROUND WITH SEED AND MUCH, AND WHICH AFTER APPLICATION,
WILL ALLOW THE ABSORPTION OF MOISTURE AND WILL ALLOW RAINFALL TO PERCOLATE TO THE
UNDERLYING SOIL. MATERIALS WHICH INHIBIT GERMINATION OR GROWTH SHALL NOT BE PRESENT IN THE
MIXTURE.
E. STABILIZATION AND WATER RETAINING AGENTS SHALL BE ECOLOGY CONTROLS 'M' BINDER, OR APPROVED
EQUAL.
F. FERTILIZER SHALL BE AN APPROVED STANDARD BRAND CONFORMING WITH PERTINENT STATE FERTILIZER
LAWS .. , UNIFORM IN COMPOSITION, DRY, AND FREE FLOWING.
G. FERTILIZER SHALL BE A COMMERCIAL GRADE, UNIFORM IN COMPOSITION, DRY, AND FREE LOWING, F ANALYSIS
AS NOTED ON DRAWINGS, AND PARTICLE SIZE OF NOT LESS THAN 2 PERCENT THROUGH A NUMBER 48
MESH.
H. FERTILIZER SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINER, BEARING THE
MANUFACTURE'S GUARANTEED ANALYSIS. ANY FERTILIZER THAT BECOMES CAKED OR DAMAGED WILL NOT
BE ACCEPTED.
2.02 EROSION CONTROL MATTING
A. SLOPES STEEPER THAN 2:1 SHALL BE PROTECTED WITH JUTE EROSION CONTROL MATTING, PROPERLY STAKED
AND TIED AT 4 FEET ON CENTER, MAXIMUM.
2.03 IMPORT SOIL OR TOPSOIL (IF REQUIRED TO MAKE-UP FINISH GRADES)
A. IMPORT SOIL SHALL BE CLASS A TOPSOIL NATURAL, FRIABLE, WELL-DRAINING SOIL. PROVIDE SOIL FREE FROM
SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, SEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, SILT, AND
CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCE, ORGANIC OR INORGANIC; SOIL STERILANTS;
SALTS; AND NOT SOIL REMOVED FROM ROAD BED EXCAVATION.
A. THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE ARCHITECT A SOILS REPORT MADE FROM THE
INTENDED IMPORT BY AN APPROVED AGRICULTURAL LAB. THE REPORT SHALL INCLUDE PH, N-P-K, SAR,
MINERALS, MICRO-NUTRIENTS, ECE, BORON LEVELS, SOIL PARTICLE SIZE,. AND TEXTURAL ELEVATION. SOIL
IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE ARCHITECT SHALL BE REMOVED FROM THE SITE
AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY
ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS.
PART 3 EXECUTION
3.01 SCHEDULING
A.
1.
2.
3.
B.
C.
3.02
A.
B.
C.
D.
E.
G.
1.
2.
3.
H.
INSPECTION
1. PRIOR TO WORK OF THIS SECTION, CAREFULLY INSPECT PREVIOUSLY INSTALLED WORK. VERIFY
ALL SUCH WORK IS COMPLETE TO THE POINT WHERE TH IS INSTALLATION MAY PROPERLY
COMMENCE.
VERIFY THAT WORK OF THIS SECTION MAY BE INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN,
ALL PERTINENT CODES AND REGULATIONS, AND ALL PERTINENT PORTIONS OF Tl-IE REFERENCED
STANDARDS.
IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT.
DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE
BEEN FULLY RESOLVED.
SEEDING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK GRADING,
SOIL PREPARATION, WEED CONTROL, AND SPRINKLER INSTALLATION.
IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE
COMMENDING SEEDING OPERATIONS.
HYDORSEEDING
AFTER PREPARATIONS OF SOIL HAS BEEN COMPLETED, THE AREAS TO BE SEEDED SHALL BE BROUGHT TO A
FINISH GRADE, WITH THE FINISH SURFACE BEING SMOOTH AND EVEN, AND WELL-FIRMED. ROLL AREAS
TO BE HYDROSEEDED TO ELIMINATE ANY SOFT SPOTS OR DEPRESSIONS. FILL ANY AREAS OF
SETTLEMENT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THE ENTIRE AREA
SMOOTH AND EVEN. TO ENSURE THAT FINISH GRADES AND COMPACTION SHALL COMPLY WITH
REQUIREMENTS OF ARTICLE 3.3.
Tl-IE GROUND SURFACE SHALL BE INSPECTED BY THE ARCHITECT PRIOR TO SEEDING TO DETERMINE
SUITABILITY FOR PLANTING. THE CONTRACTOR SHALL OBTAIN SUCH APPROVAL BEFORE SEEDING.
EQUIPMENT AND APPLICATION: HYDRAULIC EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE
A BUILT-IN AGITATION SYSTEM WITH AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND
HOMOGENEOUSLY MIX ENOUGH TO PREVENT STOPPAGE AND TO PROVIDE EVEN DISTRIBUTION OF THE
SLURRY OVER AND GROUND. THE PUMP SHALL BE CAPABLE OF EXERTING AT LEAST 150 PSI AT THE
NOZZLE OR SUFFICIENT ADDITIONAL PRESSURE FOR PROPER COVERAGE. THE SLURRY TANK SHALL
HAVE A SLURRY TANK AND SPRAY NOZZLES WITH SUFFICIENT PROXIMITY TO THE AREAS TO BE SEEDED
SO AS TO PROVIDE UNIFORM DISTRIBUTION WITHOUT WASTE AND SHALL BE THOROUGHLY CLEANED
AND FREE OF SEED SPECIES THAT ARE NOT SPECIFIED.
WITH THE ENGINE AT HALF THROTTLE, WATER SHALL BE ADDED TO THE TANK, WHEN THE WATER LEVEL HAS
REACHED THE HEIGHT OF THE AGITATOR SHAFT, GOOD RECIRCULATION SHALL BE ESTABLISHED AND AT
THIS TIME THE SEED SHALL BE ADDED. FERTILIZER SHALL THEN BE ADDED TO THE MIXTURE FOLLOWED
BY WOOD PULP. MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND WHEN THE TANK
IS AT LEAST ONE-THIRD FILLED WITH WATER. ALL THE WOOD PULP MUCH SHALL BE ADDED BY THE TIME
THE TANK IS TWO-THIRDS TO THREE-FOURTHS FULL. SPRAYING SHALL COMMENCE WHEN THE TANK IS
FULL.
APPLICATION: THE OPERATOR SHALL SPRAY THE ARES TO BE HYDROSEEDED WITH A UNIFORM, VISIBLE COAT
USING THE GREEN COLOR OF THE WOOD PULP AS A GUIDE. THE SLURRY SHALL BE APPLIED IN A
SWEEPING MOTION, IN AN ARCHED STREAM SO AS TO FALL LIKE RAIN, ALLOWING THE WOOD FIBERS TOO
BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEV~D AND THE MATERIAL IS SPREAD AT THE
REQUIRED RATE PER ACRE.
F. TIME LIMIT: ALL SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED TO THE SLOPES WITHIN FOUR HOURS
AFTER MIXING WILL BE REJECTED AND REMOVED FROM THE PROJECT AT THE CONTRACTOR'S EXPENSE.
WATERING SHALL BE AS FOLLOWS:
PRIOR TO HYDROSEEDING, THE AREAS SHALL BE IRRIGATED IN ORDER TO PROVIDE A MOIST SEED BED FOR
THE HYDROSEED APPLICATION. SOIL SHALL BE AT OPTIMUM MOISTURE LEVELS TO A MINIMUM
DEPTH OF 4 INCHES BELOW FINISH GRADE. TEST WITH SOIL PROBE TO CONFIRM WATER
PENETRATION. HYDROSEEDING SHALL NOT TAKE PLACE UNTIL THIS REQUIREMENT IS MET.
HYDROSEEDED AREA SHALL RECEIVE SEVERAL CONSECUTIVE WATERINGS THE DAY OF HIE HYDROSEEDING
TO THOROUGHLY MOISTEN THE SOIL IN THE ROOT ZONE.
AFTER INITIAL IRRIGATION, WATER SHALL BE APPLIED AS OFTEN AND IN SUFFICIENT AMOUNTS AS CONDITIONS
MAY REQUIRE, TO KEEP THE SOIL AT OPTIMUM MOISTURE LEVELS ABOUT, AROUND, AND BELOW
THE DEVELOPING ROOT SYSTEMS OF THE PLANTS (UNTIL GERMINATION IS COMPLETE).
RESEEDING: ALL BARE SPOTS SHALL BE RESEEDED BY THE CONTRACTOR BY THE CONTRACTOR PER
SPECIFICATIONS WITHIN THIRTY (30) DAYS OF INSTALLATION. RESEEDED AREAS THAT DO NOT SHOW
PROMPT GERMINATION SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS.
APPROVED F'OR PLANTING
A1'fD IR RIG A'l'IO N ONLY,
INCLUDING Pf{ECISE
LOCi-\TION OF' PLANTING
i'\f{Ei-\S.
"AS
TITLE
l<EVIEWED BY:
INSPECTOR
BU IL T"
DAT[
DATE
1-,____ ___ -+-+ ______ +-+-________________________________________ +-+-____ -+-+ ______ +-+-_____ -+-+ _____ --1, ~I s2_HoE-ET_l_c_rr_' y_· _o_F_' _c_-, AR=LS=" B=AD=· ~I =..,===:I PLAf\lNING DIVISION ~
-
< _,
ll'
Carlsbad Ca
160 -434-2152
DATE INITIAL
ENGINEER OF WORK
DATE
REVISIOf\l DESCRIPTION OTHER
-----------
INITIAL DATE INITIAL
APPROVAL CITY APPROVAL
FL.ANTING SPECIFICATIONS
Overflow Parking Lot
Agua Hedionda Visitor Center
APPROVED I~ ( ci;-!::\1,~'\t
I
~-1~-I'?
PLANf\llNG DATE -
OWN BY: WDG_
I
PROJECT NO. ] DRAWING NO. CHKD BY: WDG__ CD 12-06 RVWD BY: _W_Q!3_ 483-?L
-'-----------....--
3.03 PROTECTION
A. THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDING IN THE CONTRACT,
INCLUDING PLANT MATcRIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER
OF HIS REPRESENTATIVE.
3.04 CLEAN-UP
A. AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL,
EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO
OWNER CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK
OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION.
3.05 INSPECTION (PLANTING PHASE)
A. CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE
ARCHITECT.
B. REVIEW BY ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS.
1. REVIEW OF FINISH GRADING.
2. START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION.
3. FINAL ACCEPTANCE AT END OF ESTABLISHMENT PERIOD.
C. REVIEWS SHALL Be CALLED FOR AT THE END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF
D.
DETERMINING COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND
CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS
REQUIRED TO WORK, AND LIMITS OF ReVIEWED AREA BEFORE BEGINNING THE DESCRIBED
ESTABLISHMENT WORK.
IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY
INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLc FOR ARCHITECT'S HOURLY CHARGES AND PcR
DIEM COSTS.
SECTION 02930
TREES, SHRUBS, AND GROUNDCDVERS
PART1 GENERAL
1.01 RELATED DOCUMENTS
A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAM AS THOUGH
WRITTEN HEREIN.
1.02 SCOPE OF WORK
A FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL AND MAINTAIN TREES, SHRUBS, AND
GROUNDCOVERS AS DESCRIBED HEREIN AND UPON THE DRAWINGS.
1.03 RELATED SECTIONS
A. SECTION 02625 -LANDSCAPE DRAINAGE SYSTEM
B. SeCTION 02810 -IRRIGATION SYSTEMS
C. SECTION 02910 -LANDSCAPE FINISH GRADING AND SOIL AMENDMENT
D. SECTION 02931 -TREE ROOT BARRIERS
1.04 REFERENCE AND STANDARDS
A AMERICAN STANDARD FOR NURSERY STOCK-ANSI Z60.1 -2004
B. SUNSET WESTERN GARDEN BOOK -LA TEST EDITION
1.05 SUBMITTALS
A SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 01330. SUBMITTAL PACKAGE SHALL INCLUDE ALL
PRODUCTS AND MATERIALS RELATED TO THE WORK OF THIS SECTION. PARTIAL OR INCOMPLETE
SUBMITTALS WILL NOT BE ACCEPTED AND WILL BE RETURNED WITHOUT A REVIEW.
B. SUBMIT DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING:
1.
2.
3.
4_
5.
C.
D.
E.
1.06
A
B.
C.
1.07
A.
B.
PLANT MATERIAL LIST OF TREES, SHRUBS, AND GROUNDCOVERS TO BE FURNISHED; INCLUDE NAME OF
SUPPLIER OR NURSERY SOURCE.
WEED ABATEMENT HERBICIDES, PRODUCT LITERATURE AND SPECIFICATIONS.
STAKING, TYING, GUYING, AND EROSION CONTROL PRODUCTS
rERTILIZERS, CONDITIONERS, AND BACKFILL PRODUCTS
ORGANIC AND INORGANIC MULCH
CONTRACTOR SHALL SUBMIT TO THE ARCHITECT WITHIN 30 DAY FROM NOTICE TO PROCEED PHOTOCOPIES OF
CURRENT CLT REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS PROJECT.
SUBMIT PHOTOGRAPHS FOR EACH SPECIE OF TREE AND FOR SHRUBS 15 GALLON OR LARGER: PHOTOGRAPHS
SHALL BE OF AN INDIVIDUAL PLANT WITH THE SIZE, SHAPE AND STRUCTURE CLEARLY DEFINED. THE
PLANT MATERIAL IN THE PHOTO SHALL BE A REPRESENTATIVE EXAMPLE OF THE ENTIRE QUANTITY
BEING SUPPLIED.
PLAN I MATERIAL 15 GALLON AND LARGER SHALL BE APPROVE VIA CLEAR PHOTOGRAPHS THAT LIST THE
SPECIES TYPE, HEIGHT, WIDTH, AND CALIPER (IF APPLICABLE).
SUBSTITUTIONS
FOLLOW PROCEDURES AS OUTLINED UNDER SECTION 01770 SUBSTITUTIONS.
PRODUCTS: WHEN A BRAND NAME IS CALLED FOR ON THE DRAWINGS OR IN THESE SPECIFICATIONS, SUBMIT A
LITTER DESCRIBING THE PURPOSE OF THE SUBSTITUTION AND INCLUDE THE PRODUCT LITERATURE AND
SPECIFICATIONS FO THE SUBSTITUTION.
PLANT MATERIAL: WHEN A PLANT SPECIE IS SHOWN TO BE UNAVAILABLE IN THE SIZE OR QUANTITY SPECIFIED,
A SUBSTITUTION WILL BE CONSIDERED PROVIDED THE SUBSTITUTE MATERIALS ARE REVIEWED AND
ACCEPTED THROUGH THE SUBMITTAL PROCESS. EXCEPT FOR THE VARIATIONS SO AUTHORIZED,
SUBSTITUTE PLANT MATERIALS SHALL CONFORM TOT HE REQUIREMENTS OF THESE SPECIFICATIONS. IF
THE ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATED OR SPECIFIED.,
Tl IE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT.
QUALIFICATIONS AND EXPERIENCE
THE CONTRACTOR SHALL EMPLOY CERTIFIED LANDSCAPE TECHNICIANS (CLT) REGISTERED WITH THE
CALIFORNIA LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR PLANTING
INSTALLATION WORK.
SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS REQUIRED BY LOCAL OR STATE AGENCIES ARE TO
BE BORNE BY THE CONTRACTOR, AND COPIES OF INSPECTION CERTIFICATIONS SHALL BE FURNISHED
WITHOUT ADDITIONAL CHARGE.
1.08 RESPONSIBILITY
A THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND THE PUBLIC AND
PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE
TO SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT
PERIOD, INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF HE WORK.
CONTRACTOR SHALL REPAIR OR REPLACE DAMAGE IMPROVEMENTS INCLUDING DAMAGES FROM ACTS
OF VANDALISM, THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST
EQUAL TO ORIGINAL CONDITIONS OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND
DIMENSION.
B. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT
WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE
INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS,
AND PORTIONS OF THE REFERENCED STANDARDS.
C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT.
D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN
FULLY RESOLVED.
PART 2 PRODUCTS
2.01 PLANT MATERIAL
A
B.
C.
D.
E.
F.
G.
H.
1
2.
3.
4.
5.
6.
7.
I.
NOMENCLATURE: PLANT SPECIES NAMES SHALL BE PER 2010 SUNSET WESTERN GARDEN BOOK XXXX
BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER COMMON NAMES.
PLANT MATERIAL SIZE AND QUALITY SHALL CONFORM TO STANDARDS ESTABLISHED BY AMERICAN XXXX
NURSERY STOCK, ANSI 260.2004, MAY 12, 2004 EDITION.
CONDITIONS: PLANTS SHALL BE SYMMETRICAL, TYPICAL FOR VARIETY AND SPECIES, SOUND HEALTHY,
VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR
OTHER OBJECTIONABLE DISFIGUREMENTS, /\ND SHALL HAVE HEAL THY, NORMAL ROOT SYSTEMS,
WEI.L-FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS
SHALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY
EXCEPT AS AUTHOURIZED BY THE ARCHITECT.
GROUND COVER PLANTS SHALL HAVE GEEN GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME
FOR TRANSPLANTING. AT TIME OF TRANSPLANTING, THE FLAT SOIL SHALL CONTAIN SUFFICIENT
MOISTURE SO THT THE SOIL DOES NOT FALL APART WHEN LIFTING PLANTS FROM FLAT. EACH PLANT
SHALL BE PLANTED WITH ITS PROPORTIONATE AMOUNT OF FLAT SOIL IN A MANNER THAT WILL ENSURE
A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. PLANTS SHALL BE FULLY DEVELOPED AND SHALL
BE FILLING THE FLAT.
IN NO CASE SHALL TREES OR SHRUBS BE TOPPED OR PRUNED WITHIN 6 MONTHS PRIOR TO DELIVERY. PLANTS
SHALL BE GROWN BY NURSERIES THAT HAVE BEEN INSPECTED BY THE STA Tc DEPARTMENT OF
AGRICULTURE AND NAVE COMPLIED WITH ITS REGULATIONS.
IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE SHOWN ON THE DRAWINGS, AND SHALL
CONFORM TO THE REQUIREMENTS HEREIN. ONE OF EACH BUNDLE OR LOT SHALL BE TAGGED WITH
PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOCIATION OF
NURSERYMEN.
CONTAINER PLANT INSPECTION AND REJECTION: ROOT CONNDITION OF CONTAINER PLANTS WILL BE
DETERMINED BY THE ARCHITECT THROUGH THE REMOVAL OF PLANT FROM THE CONTAINER OF AT
LEAST TWO PLANTS BUT NOT MORE THAN 2 PERCENT OF THE TOTAL NUMBER EACH SPECIES FROM
EACH SOURCE.
ARCHITECT WILL INSPECT TREES AND SHRUBS UPON DELIVERY. TREES AND SHRUBS WILLBE REJECTED FOR
THE FOLLOWING CHARACTERISTICS.
ENLARGED CANKERS OR GALLS AT THE BASE OF THE TRUNK, JUST ABOVE THE SOIL LEVEL.
CROOKED TRUNKS.
CARS OR TRUNK DAMAGE, BROKEN BRANCHES, ETC.
ASYMMETRICAL BRANCHING
ROOTBOUND CONDITION
TREES THAT HAVE BEEN RECENTLY PRUNED
TREES NOT MATCHING IN SIZE AND SHAPE OF THE REPRESENTATIVE PHOTOGRAPH SAMPLE
QUANTITIES: QUANTITIES OF PLANT MATERIAL SHALL BE FURNISHED AS NEEDED TO COMPLETE WORK AS
INDICATED ON THE DRAWINGS, INCLUDING RESEEDING, REPLANTING, AND MAINTENANCE
(REPLACEMENTS) DURING THE CONTRACT PERIOD.
J. SIZE AND CALIPER: MINIMUM HEIGHT (ABOVE SOIL LEVEL), WIDTH (AVERAGE DIAMETER OR DRIPLINE), AND
CALIPER (TREES ONLY, MEASURED AT 30 INCHES ABOVE THE SOIL LEVEL) OF PLANT MATERIALS SHALL
GE AS SHOWN IN EXPANDED PLANT MATERIALS LEGEND ON PLANTING DETAIL SHEET.
2.02 EROSION CONTROL MATTING
A. SLOPES STEEPER THAN 2:1 SHALL BE PROTECTED WITH JUTE EROSION CONTROL MATTING. PROPERLY
STAKED AND TIED AT 4 FEET ON CENTER, MAXIMUM.
2.03 TREE STAKES AND STABILIZERS
A.
B.
C.
D.
2.04
A.
B.
C.
D.
TREE STAKES FOR 5 AND 15 GALLON AND 24 INCH BOX TREES SHALL BE A MINIMUM OF 2 INCHES IN DIAMETER
BY 10 FEET LOG NEW LODGEPOLE PINE, TREATED.
TREE STAKES FOR 30, 36, AND 48 INCH BOX AND LARGER TREES SHALL BE 3 INCHES IN DIAMETER BY 10 FEET
LONG NEW LODGEPOLE PINE, TREATED.
TREE STAKES STABILIZERS SHALL BE #TSS-1 AS MANUFACTURED BY MISSION MANUFACTURING, SAN DIEGO,
CA (619)890 4B85.
TREE STAKES FOR TREE WELLS SHALL BE 2 INCHES IN DIAMETER BY 10 FEET LONG GALVANIZED STEEL PIPE
WITH TREADED GALVANIZED CAP ON THE TOP END.
TREE AND VINE TIES
TREE TIES SHALL BE "ARBOR-TIE" AS MANUFACTURED BY V.IT. PRODUCTS, ESCONDIDO, CA (619) 480 6702, OR
APPROVED EQUAL.
1 ½ INCH GALVANIZED DECK SCREWS TO SECURE TIES.
ESPALIER TO WOOD SURFACE: GALVANIZED 1 INCH STAPLE AND½ INCH WIDE "TYE-ALL" TIE
ESPALIER TO CONCRETE OR STUCCO SURFACE: 718 INCH DIAMETER ALUMINUM FLAT WASHER OR CLEAR
PLASTIC ""BUTTON" WITH WIRE HOOK SECURED WITH G.E. SILCCONE RUBBER AND½ INCH WIDE
"TYPE-ALL" TIE.
I_
2.07 PLANT PIT BACKFILL MATERIAL
A BACKFILL MATERIAL FOR PLANTING PITS SHALL BE A MIXTURE AS NOTED BELOW OR AS INDICATED ON
2.08
DRAWINGS. THE MATERIAL SHALL BE THOROUGHLY BATCH-MIXED PRIOR TO PLACEMENT SO THAT THEY
ARE EVENLY DISTRIBUTED AND WITHOUT CLODS OR LUMPS. BACKFILL SHALL BE SO PLACED IN THE PITS
THAT THE PLANT WILL BE AT ITS NATURAL GROWING HEIGHT AFTER SETTLEMENT.
90 PERCENT BY VOLUME EXCAVATED SOIL, FREE FROM ROCKS, ETC.
10 PERCENT BY VOLUME ORGANIC SOIL AMENDMENT
10 POUNDS AGRICULTURE GYPSUM PER CU. YD. OF MIX
ORGANIC MULCH MATERIAL
A. WOOD CHIP MULCH SHALL CONSIST OF 100 PERCENT RECYCLED ABOVE GROUND TREE PRODUCTS. FREE OF
DEMOLITION WOOD WASTE, GRASS, WEED SEED, YUCCA, PALM, BAMBOO, SUCCULENTS OR OTHER
CONTAMINANTS, MULCH SHALL BE NITROGEN STABILIZED AND SHALL CONTAIN NO TRASH, HAZARDOUS
WASTE, OR TOXIC MATERIALS.
B. MULCH SHALL BE GROUND AND SCREENED TO 2 INCH MINUS PARTICLE SIZE.
C BARK CHIP MULCH SHALL CONSIST OF GROUND FIR BARK SCREENED TO 1 INCH MINUS PARTICLE SIZE.
2.09 PRE-EMERGENT HERBICIDE
A. PRE-EMERGENT HERBICIDES SHALL BE WETTABLE POWDER OR GRANULAR TYPE.
B. SELECT PRE-EMERGENT HERBICIDE APPROVED TO SITE AREA, SOIL TYPE, INDIGENOUS WEEDS TO BE
CONTROLLED, AND TYPc OF GROUND COVER TO BE PLANTED.
2.10 FERTILIZER TABLETS
A. TABLETS SHALL BE "AGRIFORM" AS MANUFACTURED BY SIERRA INDUSTRIES.
B. AGRIFORM 21 GRAM TABLETS.
2.11 MYCORRHIZAL INOCULUM
A. SHALL BE ENDO-NET AMI GRANULAR AS MANUFACTURED BY TRI-C ENTERPRISES, CHINO, CA, (800) 927-3311.
PART 3 EXECUTION (PLANT MATERIAL)
3.01 GENERAL
A. PLANTING OPERATIONS SHALL NOT COMMENCE UNTIL COMPLETION OF CONSTRUCTION WORK,
GRADING, SOIL PREPARATION, WEED CONTROL, AND IRRIGATION INSTALLATION.
B. IRRIGATION SYSTcM SHALL BE FULLY OPERATIONAL INCLUDING AUTOMATIC CONTROLLER, BEFORE
COMMENCING PLANTING OPERATIONS.
3.02 SPACING OF PLANT MATERIAL
A. WHEN PLANT MATERIALS ARE SHOWN IN ROWS, THE TOTAL LENGTH OF THE AREA SHALL BE VERIFIED AND THE
PLANTS EQUALLY SPACED WITHIN THE AREA. WHEN PLANT MATERIAL ARE SHOWN IN RANDOM
PATTERN, THE MATERIAL SHALL BE EQUALLY SPACED AND PLACE TO FILL THE AREA GROUND COVE
MATERIAL SHALL BE TRIANGULAR OR QUARc SPACING AS INDICATED ON THE DRAWINGS. WHEN
SPACING IS NOT SHOWN, USE TRIANGULAR SPACING.
B. TREES AND SPECIMEN SHRUBS SHALL BE LOCATED WITH A WOOD STAKE OR FLAG. THE LOCATIONS SHALL BE
C.
D.
REVIEWED AND ACCEPTED BY THE ARCHITECT PRIOR TO PLANTING.
THE WORK SHOWN ON THE DRAWINGS IS SCHEMATIC WITH TREES, SHRUBS AND GROUNDCOVERS SHOWN IN
THEIR APPROXIMATE LOCATIONS. CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS
THAT THEY ARE IN DIRECT PERMANENT IMPROVEMENTS, OR PEDESTRIAN AND VEHICULAR SAFETY
CONSIDERATIONS. CONTRACTOR SHALL NOT INSTALL PLANT MATERIALS IN LOCATIONS WHERE THE
ULTIMATE GROWTH OF THE PLANT MATERIALS WILL DAMAGE OR AFFECT STRUCTURES OR IMPEDE
PEDESTRIAN OR VEHICULAR CIRCULATION. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS
WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALL FOR,
OBTAIN APPROVAL OF THE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS, AND OTHER ITEMS OF
WORK.
LOCATE TREES AND TALLER SHRUBS 10 FEET MINIMUM AWAY FROM ROTOR IRRIGATION HEADS, 5 FEET
MINIMUM FROM SPRAY HEADS.
3.03 PLANT PITS AND PLANTING
A. NO TREE WILL BE PLANTED UNTIL THE PERCOLATION TEST HAS BEEN CONDUCTED AND ALTERNATIVE
B
C.
D.
E.
DRAINAGE SOLUTIONS HAVE BEEN IMPLEMENTED IF NECESSARY, SEE SECTION 02910.
PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS TO WIDTHS AND DEPTH AS SHOWN ON THE DRAWINGS. PITS
FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN. ALL TREE PITS MUST
MEET THE DRAINAGE REQUIREMENT SET FORTH IN SECTION 02910, PART 2.02, WHETHER THE AREA OF
THE TREE PLANTING WAS TESTED FOR PERCOLATION OR NOT. NOTIFY THE ARCHITECT OF ANY TREE
PIT THAT DOES NOT MEET THE PERCOLATION TEST STANDARD.
PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALLS ROUGHED OR
SQUARED WITH A SHOVEL. SLICK PIT WALLS CAUSED BY AUGURING IN TOO WET SOIL WILL NOT BE
ACCEPTED FOR PLANTING.
HANDLING: NO CANNED PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKEDEITHER
BEFORE OR DURING THE PROCESS OF PLANTING.
SETTING: PLANTS SHALL BE SET WITH TOP OF ROOT BALL 1 INCH ABOVE FINISH GRADE. EACH PLANT SHALL BE
PLACED IN CENTER OF PLANT PIT.
A.
1.
2.
3.
4.
5.
6.
B.
1.
H.
PIT BACKFILLING
BUILD MOUND OF COMPACTED BACKFILL WIDE ENOUGH IN BOTTOM OF HOLE TO SUPPORT ROOT BALL.
BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY.
PLACE 21 GRAM PLANT TABLET IN PLANT PITS, ADHERING TO THE FOLLOWING SCHEDULE:
1 GALLON 1
5 GALLON 2
15 GALLON 3
24 INCH BOX 4
BACKFILL TO FINISH GRAD. BACKFILL MIX SHALL BE TAMPED LIGHTLY, AND A SHALLOW BASIN FORMED AT
PERIMETER OF ROOT BALL TO HOLD WATER TO SATURATE THE ROOT BALL AND B/\CKF!LL MIX.
WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL.
APPLY GRANULAR MYCORRHIZAL INOCULUM PeR MANUFACTURER'S INSTRUCTION, AT THE FOLLOWING
SCHEDULE:
1 GALLON
5 GALLON
15 GALLON
24 INCH BOX
BOUGAINVILLEA PLANTING
1 TSP.
1 TBSP.
3 TBSP.
"½CUP
DO NOT REMOVE BOUGAINVILLEAS FROM CONTAINERS. PLACE IN HOLE AND CUT CONTAINER OF FOUR
SIDES. BE CAREFUL NOT TO CUT ROOTS, OR DISTURB INTEGRITY OF ROOT BALL. CUT
AWAY
SIDES OF CONTAINER AND BACKFILL WITH PLANTING BACKFILL MIX
INSTALL TREE ROOT BARRIERS, IF CALLED FOR ON THE PLANS, PER DETAILS AND SECTION 02931.
3.04 TREE STAKING
A. STAKE TREES AS SHOWN IN DETAILS.
B. USE TREE STAKE STABILIZERS FOR ALL 5 AND 15 GALLON AND 24 INCH BOX TREES. INSTALL STABILIZERS PER
DETAILS.
C. ONE CALL TREES SHALL BE PLANTED WITH NURSERY STAKES REMOVED.
3.05 FLATTED GROUND COVER
A ROOTED CUTTINGS SHALL BE PLANTED SUFFICIENTLY DEEP TO COVER ROOTS AND SPACED AS SPECIFIED IN
GROUND COVER LIS ON LANDSCAPE PLAN.
B. ROOTED CUTTINGS SHALL NOT BE ALLOWED TO DRY OUT BEFORE OR WHOLE BEING PLANTED. WILTED
C.
PLANTS SHALL NO BE ACCEPTED.
AT TIME OF PLANTING GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED
SUFFICIENTLY TO FORCE OUT AIR POCKETS.
D. EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE (1) 5 GRAM 20-15-5 PLANT TABLET
ADJACENT TO ROOT ZONE.
3.06 APPLICATION OF PRE-EMERGENT HERBICIDE
A. APPLY PRE-EMERGENT HERBICIDE TO SHRUB AND PLANTED GROUNDCOVER AREAS ONLY. DO NOT APPLY TO
HYDROSSEDED AREAS. STRICTLY ADHERE TO MANUFACTURER'S SPECIFICATIONS FOR APPLICATION
RATES AND METHODS.
B. APPLY PRE-EMERGENT ONLY AFTER PLANTING OPERATIONS HAVE BEEN COMPLETED SO AS TO MINIMIZE
DISTURBANCE OF THE CHEMICAL "BARRIER" REAPPLY WHERE NECESSARY TO AREAS DISTURBED BY
PLANTING OR REPAIR OPERATIONS AFTER INITIAL APPLICATION.
C. PAY CAREFUL ATTENTION TO ACTIVATION REQUIREMENTS, "WATERING-IN" ETC, PER MANUFACTURER'S
SPECIFICATIONS AND LABEL INSTRUCTIONS. AVOID EXCESSIVE IRRIGATION RUM-OFF THAT WOULD
MOVE OR WASH WAY THE PRE-EMERGENT "BARRIERS" -USE REPEAT WATERING CYCLES AND SPLIT
WATERING TIMES
3.07 MULCHING
A.
B.
C.
3.08
A
AFTER, PLANTING OPERATION ARE COMPLETE AND SHRUBS AREAS HAVE BEEN RAKE AND DRESSED, MULCH
SHRUBS AND GROUND COVER AREAS WITH A 3 INCH LAYER OF ORGANIC (OR INORGANIC-SEE PLANS)
MULCH MATERIAL.
MULCH LAYER SHOULD TAPER TO ZERO AT PLANT STEM OR TREE TRUNK. DO NOT PLACE MULCH MATERIALS
UP AGAINST PLANT CROWN OR TRUNK.
MULCH FLATTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER, IF CALLED FOR ON THE
DRAWINGS.
PROTECTION
THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT AREAS INCLUDED IN THE CONTRACT,
INCLUDING PLANT MATERIAL, SUPPORTS, ETC. UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER
OR HIS REPRESENTATIVE.
APFiROVED FOR PLi\NTIJ\TG
ONLY ' PRE:CISE
J-\ND IRRIGATION
INCLUDING
LOCATION OF' PLANTINC,
Af<EAS.
"AS BU IL T"
TITLE DATE
REVIEWC:D BY:
INSPFCTOR DATF
--·-·------------+---+---+---+----II S1H1EET I CITY OF' CARLSBAD I S1H;!;TS I
f---+----+------------------+----+---+----+----l PLANNING DIVISION •
f-----1---+-----------------+---+--+----f-----l
\,
" " ~
<(
_j
IL
·,
, .
earls bad Ga
760 -434-2152
Pl..ANTING SPECIFICATIONS
Overflow Parking Lot
Agua Hedionda Visitor Center
f----+----+--------------------+----+---f----+---1 =-=========================' A-P-PR_ov_E□__J_I¼.::'·"'::::~ G'.'c_\1 ~-E::ll~ -\f ___ ~-n-__ 15"_
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCFllPTION OTHER APPROVAL CITY APPROVAL
PLAN~IING DATE
PROJECT NO.
CD 12-06
OWN BY: __11\'Di,l_ I
CHKD BY: WDG_
RVWD BY: WDG ~------
J DRAWINC NO.
483-7L
Mt:..
,\ .,
I
3.09 CLEAN-UP
A. AFTER PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE TRASH, EXCESS SOIL, EMPTY
PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO COST TO OWNER,
CONTRACTOR SHALL REPAIR SCARS, RUTS, OR MARS IN AREA CAUSEIJ BY WORK OPERATIONS, AREAS
SHALL BE LEFT IN NEAT AND ORDERLY CONDITIONS.
3.10 OBSERVATIONS
A.
B.
1.
CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOUR NOTICE AND SET APPOINTMENT FOR REVIEWS BY THE
ARCHITECT.
REVIEW BY ARCHITECT SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS (AT A MINIMUM -SEE NOTES
ON PLAN FOR OTHERS)
REVIEW OF PLANT MATERIAL AFTER DELIVERY TO THE SITE.
C. EACH PANEL SHALL HAVE:
1. NOT LESS THAN FOUR (4) MOLDED INTEGRAL VERTICAL ROOT REFLECTING RIBS OF A MINIMUM 0.085" THICKNESS
PROTRUDING½ INCH AT 90 DEGREES FROM INTERIOR OF THE BARRIER PANEL, SPACED 6" APART.
2. A DOUBLE TOP EDGE CONSISTING OF TWO PARALLEL, INTEGRAL, HORIZONTAL RIDGES OF A MINIMUM 0.085'
THICKNESS, 3/8" WIDE AND 114" APART WITH THE LOWER RIB ATTACHED TO THE VERTICAL ROOT
DEFLECTING RIBS.
3. A MINIMUM OF 9 ANTI-LIFT GROUND LOCK TABS CONSISTING OF INTEGRAL HORIZONTAL RIDGES OF A MINIMUM
0.085" THICKNESS IN THE SHAPE OF A SEGMENT OF A CIRCLE, THE 2" CHORD OF THE SEGMENT JOINING
THE PANEL WALL AND THE SEGMENT, PROTRUDING 3/8'' FROM THE PANEL. THE NINE GROUND LOCKS ON
EACH PANEL SHALL BE ABOUT EOUALL Y SPACED BETWEEN EACH OF THE VERTICAL ROOT DEFLECTING
RIBS (3 BETWEEN EACH SET OF RIBS).
4. THE BASIC PROPERTIES OF THE COPOLYMER POLYPROPYLENE MATERIAL SHALL BE
TEST ASTEM TEST METHOD VALVE
PART2 PRODUCTS
A.
2.01 SOIL AMENDMENTS
THE CONTRACTOR IS RESPONSIBLE FOR CORRECTION OF SOIL PH, NUTRIENT LEVELS, AND CHEMICAL
BALANCE UNTIL FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR SHALL TAKE SOIL SAMPLES
FROM THREE SEPARATE LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, AND PREPARE
SOILS REPORTS BY A TESTING SERVICE APPROVED BY THE LANDSCAPE ARCHITECT.
B. AMENDMENTS AND TOP DRESSINGS ADDED DURING THE MAINTENANCE PERIOD SHALL CONFORM TO
SPECIFICATIONS DESCRIBED PER SECTION 02910.
PART 3 EXECUTION
3.01 CONTRACTOR SHALL CONTINUOUSLY PROTECT AND MAINTAIN AREAS INCLUDED IN THE CONTRACT IJURING
THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF
THE WORK.
3.19 GUARANTEE
A.
B.
C.
SHRUBS, GROUND COVERS, AND 15 GALLON SIZE TREES OR LESS SHALL 13E GUARANTEED AS TO GROWTH
AND HEALTH FOR A PERIOD OF 90 DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS
REPRESENTATIVE; BOX SIZED TREES SHALL BE GUARANTEED FOR A PERIOD OF 1 YEAR AFTER DATE OF
SUBSTANTIAL COMPLETION.
PLANTS WHICH DIE OR LOSE MORE THAN 30 PERCENT OF THEIR ORIGINAL LEAVES SHALL BE REPLACED
UNDER THIS SECTION.
THE CONTRACTOR, WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND
REPLACE GUARANTEED PLANT MATERIALS WHICH FOR REASON FAIL TO MEET THE REQUIREMENTS OF
THE GUARANTEE. PLANT MATERIAL REPLACE SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD,
STARTING FROM THE DATE OF REPLACEMENT.
2. TREE AND SHRUB PLACEMENT PRIOR TO DIGGING PLANTING PITS. END OF SECTION TENSILE STRESS@ YIELD D638 3800 PSI 3.02 THE ENTIRE PROJECT SHALL BE CONTINUOUS\. Y AND SATISFACTORILY MAINTAINED FOR A PERIOD OF 90
3. REVIEW OF GROUND COVER LINES AND HEADERBOARIJ PRIOR TO PLANTING. CALENDAR DAYS. ESTABLISHMENT PERIOD SHALL COMMENCE UPON THE DATE OF COMPLETION OF THE ELONGATION @YIELD D638 6.3%
WORK, AS AUTHORIZED IN A WRITTEN NOTICE FROM THE ARCHITECT AFTER THE START OF ESTABLISHMENT
4. START OF ESTABLISHMENT PERIOD/ACCEPTANCE OF INSTALLATION. PERIOD INSPECTION HAS BEEN COMPLETED AND PUNCH LIST ITEMS HAVE BEEN CORRECTED BY THE FLEXURAL MODULUS D790B 155,000 PSI
3.11 GUARANTEE
A.
B.
C
SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED AS TO GROWTH AND HEALTH FOR A PERIOD OF 90 DAYS
AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; 15 GALLON AND BOX SIZE TREES
SHALL GE GUARANTEED FOR A PERIOD OF 1 YEAR AFTER DATE OF SUBSTANTIAL COMPLETION.
PLANTS WHICH DIE OR LOSE MORE THAN 30 PERCENT OF HEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER
THIS SECTION
THE CONTRACTOR, WITHIN 14 DAYS OF WRITTEN NOTIFICATION BY THE OWNER, SHALL REMOVE AND REPLACE
GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF HIE
GUARANTEE. PLANTS MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD,
STARTING FROM THE DATE OF REPLACEMENT.
END OF SECTION
SECTION 02931
TREE ROOT BARRIERS
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION THE SAME AS THOUGH.
WRITTEN HEREIN.
1.02 SCOPE OF WORK
A FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE, AND INSTALL ROOT BARRIERS AS DESCRIBED
HEREIN AND UPON THE DRAWINGS.
1.03 RELATED SECTIONS
A. SECTION 02810 -IRRIGATION SYSTEMS
B. SECTION 02930 -TREES, SHRUBS, AND GROUNDCOVER
1.04 REFERENCES
A. THE EDITIONS OF THE SPECIFICATIONS AND STANDARDS REFERENCED HEREIN, PUBLISHED BY THE FOLLOWING
ORGANIZATIONS, APPLY TO THE WORK ONLY TO THE EXTENT SPECIFIED BY REFERENCE:
1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
1.05 SUBMITTAL$
A. SUBMIT ITEMS SPECIFIED FOLLOWING PROCEDURES PRESCRIBED UNDER SECTION 01330 SUBMITTALS. PARTIAL
OR INCOMPLETE SUBMITTALS ARE NOT ACCEPTABLE AND WILL BE RETURNED A REVIEW.
B. SUBMIT DESCRIPTION LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING.
1. TREE ROOT BARRIER
C. SUBMIT COPIES OF CERTIFIED LANDSCAPE TECHNICIAN (CLT) REGISTRATION FOR FOREMEN PERFORMING WORK
OF THE PROJECT.
D. SUBMIT A MINIMUM OF FIVE (5) PROJECTS WITH ROOT BARRIER INSTALLED BY THE CONTRACTOR.
1.06 QUALIFICATIONS AND EXPERIENCE
A. THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CLT) WITH THE CALIFORNIA
LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR ROOT BARRIER INSTALLATION WORK.
B. THE CONTRACTOR SHALL SHOW PROOF THAT PERSONNEL HAVE AT LEAST FIVE (5) YEARS EXPERIENCE WITH
INSTALLATION OF ROOT BARRIERS.
1.07 RESPONSIBILITY
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE WORK AND FOR THE PUBLIC AND
PRIVATE PROPERTY ADJACENT TO THE WORK, AND SHALL EXERCISE DUE CAUTION TO AVOID DAMAGE TO
SUCH PROPERTY. THE WORK SHALL BE PROTECTED AND MAINTAINED THROUGHOUT THE CONTRACT PERIOD,
INCLUDING DURING SUSPENSION OF WORK, AND UNTIL FINAL ACCEPTANCE OF THE WORK. CONTRACTOR
SHALL REPAIR OR REPLACE DAMAGED IMPROVEMENTS INCLUDING DAMAGES FROM ACTS OF VANDALISM,
THEFT, AND GRAFFITI REMOVAL. REPAIRS OR REPLACEMENTS SHALL BE AT LEAST EQUAL TO ORIGINAL
CONDITION OF THE EXISTING IMPROVEMENT AND SHALL MATCH IN FINISH AND DIMENSION.
B. PRIOR TO WORK OF THIS SECTION, VERIFY THAT PREVIOUSLY INSTALLED WORK IS COMPLETE TO THE POINT
WHERE THIS INSTALLATION MY PROPERLY COMMENCE. VERIFY THAT WORK OF THIS SECTION MAY BE
INSTALLED IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, PERTINENT CODES, REGULATIONS AND
PORTIONS OF THE REFERENCED STANDARDS.
C. IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT.
D. DO NOT PROCEED WITH INSTALLATION IN AREAS OF DISCREPANCY UNTIL SUCH DISCREPANCIES HAVE BEEN
FULLY RESOLVED.
PART 2 PRODUCTS
2.01 PLASTIC TREE ROOT BARRIERS
A. THE CONTRACTOR SHALL FURNISH AND INSTALL TREE ROOT BARRIERS AS SPECIFIED. THE TREE ROOT BARRIERS
SHALL BE PRODUCT# UB24-2 AS MANUFACTURED BY DEEP ROOT PARTNERS, LP, 345 LORTON AVENUE #103
BURLINGAME, CA 94010, (800) 458-7668, OR ACCEPTABLE EQUAL.
B. THE BARRIERS SHALL BE BLACK, INJECTION MOLDED PANELS. OF 0.085" WALL THICKNE4SS IN MODULES 24 INCHES
LONG BY 24" DEEP, MANUFACTURE3D WITH A MINIMUM 50% POST-CONSUMER RECYCLED POLYPROPYLENE
PLASTIC WITH ADDED ULTRAVIOLET INHIBITORS, RECYCLABLE.
NOTCHEDIZODIMPACT D256A 7.1
ROCKWELL HARDNESS R-SCALE D785A 68
5. PREASSEMBLED SELF-I.0CKING FLEXIBLE (0-180 DEGREES) JOINER STRIPS TO CONNECT ONE PANEL TO THE NEXT.
PART 3 EXECUTION
3.01 TREE ROOT BARRIERS
A. INSTALL THE TREE ROOT BARRIERS IN A LINEAR FASHION ADJACENT TO PAVING, SIDEWALK, OR CURB IN
CONDITIONS WHERE TREES ARE TO BE PLANTED CLOSER THAN 6 FEET TO THESE IMPROVEMENTS. ROOT
BARRIERS SHALL EXTEND 6 FEET IN EACH DIRECTION FROM CENTER OF TREE AS MEASURED ALONG LENGTH
OF IMPROVEMENT. USE ONLY FULL PANELS.
13. THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE DOUBLE TOP
EDGE SHALL BE½ INCH ABOVE GRADE.
C. PANELS SHALL BE CONNECTED WITH THE FLEXIBLE LOWER STRIPS IN THE LENGTH REQUIRED.
D OMIT BARRIERS FOR PALM TREES, UNLESS NOTED OTHERWISE.
3.02 EXCAVATIONS AND BACKFILL
A. EXCAVATION AND BACKFILL SHALL CONFORM TO THE MANUFACTURER'S SPECIFICATIONS AND DETAILS.
B. AT LOCATIONS WHERE ROOT BARRIERS ARE NOT ADJACENT TO PAVING, SIDEWALKS OR CURBS, THE BARRIERS
SHALL BE BACKFILLED ON THE OUTSIDE WITH 3/4 INCH TO 1-1/2 INCH GRAVEL OR CRUSHED ROCK TO THE
DEPTH SHOWN ON THE DRAWINGS.
C. NO GRAVEL BACKFILLS REQUIRED FORA LINEAR INSTALLATION.
D. BARRIERS MAY BE INSTALLED IN SAME TRENCH WITH IRRIGATION LINES.
SECTION 02935
90 -DAY ESTABLISHMENT PERIOD
PART 1 GENERAL
1.01 RELATED DOCUMENTS
A. THE GENERAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OS THIS SECTION THE SAME AS THOUGH
WRITTEN HEREIN.
1.02 SCOPE OF WORK
A. FURNISH LABOR, MATERIALS, AND EQUIPMENT TO PROVIDE CARE AND MAINTENANCE OF THE LANDSCAPE
AND IRRIGATION AS DESCRIBED HEREIN.
1.03 RELATED SECTIONS
A.
B.
C.
D.
SECTION 02625 -LANDSCAPE DRAINAGE SYSTEM
SECTION 02810 -IRRIGATION SYSTEMS.
SECTION 02910 -FINISH GRADING AND SOIL AMENDMENT
SECTION 02930 -TREES, SHRUBS, AND GROUNDCOVER
1.04 REFERENCES
A.
B.
AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (ANLA)
AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)
1.05 SUMBITTALS
A.
B.
1.
2.
C.
D.
1
E.
1.06
A.
B.
SUBMITTALS SHALL CONFORM TO PROVISIONS OF SECTION 01330. PARTIAL OR INCOMPLETE SUBMITTALS ARE
CONSIDERED UNACCEPTABLE AND WILL BE RETURNED WITHOUT A REVIEW.
SUBMIT DESCRIPTIVE LITERATURE AND SPECIFICATIONS FOR THE FOLLOWING:
FERTILIZERS AND CHEMICALS
ORGANIC AND INORGANIC MULCH MATERIALS
SUBMIT PHOTOCOPIES OF CURRENT CLT REGISTRATION FOR FOREMEN PERFORMING WORK ON THIS
PROJECT.
SUBSTITUTIONS:
FOR MATERIALS THAT DIFFER FROM A SPECIFIED BRAND OPR PRODUCT, SUBMIT SAMPLES, PRODUCT
SPECIFICATIONS, AND PRODUCT LITERATURE. FOLLOWING PROCEDURES UNDER SECTION
01610-SUBSTITUTIONS.
SAMPLING, TESTING, OR INSPECTION COST OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, AND
COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED WITHOUT ADDITIONAL
CHARGE.
RESPONSIBILITY
THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND
SHALL BE RESPONSIBLE FOR DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT.
CONTRACTOR SHALL CONTINUOUSLY PROTECT AND MAINTAIN AREAS INCLUDED IN THE CONTRACT
DURING THROUGHOUT THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK.
CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR REPLACEMENTS CAUSED BY ACTS OF VANDALISM,
INCLUDING THEFT.
THE CONTRACTOR SHALL EMPLOY ONLY CERTIFIED LANDSCAPE TECHNICIANS (CLT) WITH THE CALIFORNIA
LANDSCAPE CONTRACTORS ASSOCIATION (CLCA), AS FOREMEN FOR LANDSCAPE DRAINAGE
INSTALLATION WORK.
CONTRACTOR
3.03 CONTINUOUS MAINTENANCE AND ESTABLISHMENT WORK INCLUDES MOWING, WATERING, WEEDING,
REPLACING SOD, MULCHING, CULTIVATING, SPRAYING AND TRIMMING NECESSARY TO BRING THE PLANTED
AREAS TO A HEAL THY GROWING CONDITION, AND ADDITIONAL WORK NEEDED TO KEEP THE ARES NEAT,
EDGED AND ATTRACTIVE.
3.04 WATERING:
A.
B.
C.
MONITOR WATERING USE ON A DAILY BASIS, AND MAKE ADJUSTMENTS TO CONTROLLER WATERING
SCHEDULE AS NECESSARY TO APPLY ONLY THE PROPER AMOUNT OF WATER. ADJUST WATERING
SCHEDULE TO COMPENSATE FOR CHANGES IN ETO, RAINFALL, AND TEMPERATURE.
CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF THE PLANT
MATERIAL AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OR FREQUENCY WHICH
CAUSES RUNOFF OR SOIL SATURATION.
CONTRACTOR SHALL MAINTAIN A DAILY LOG OF WATERING TIMES ON THE JOB SITE, AND MAKE IT AVAILABLE
FOR INSPECTION BY THE ARCHITECT.
3.05 DURING THE PLANT ESTABLISHMENT PERIOD, PLANTS AND PLANTED AREAS SHALL 13E KEPT WEED FREE.
WEEDS, NUT GRASS, DALLAS GRASS, JOHNSON GRASS, BERMUDA GRASS, AND OTHER NOXIOUS GRASS
SPECIES SHALL BE REMOVED AND DISPOSED OF AS THEY APPEAR
3.06 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEED, AND
OTHER WORK DETERMINED TO BE NECESSARY BY THE ARCHITECT, WILL NOT BE CREDITED AS PART OF THE
ESTABLISHMENT PERIOD.
3.07 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL
BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE.
3.08 TREE STAKES WHICH ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND
RESTORED TO THEIR ORIGINAL CONDITION.
3.09 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS. AND/OR
RODENT INFESTATION AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. THIS WILL BE DONE AT
NO ADDITIONAL COST TO THE OWNER.
3.10 SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES
SHALL BE THINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING
OR SHEARING. PLANTS SEVERELY PRUNED IN THIS MANNER SHALL BE REMOVED AND REPLACED AT
CONTRACTOR'S EXPENSE.
3.11 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, GROUND COVER AREAS SHALL R~CEIVE TOP DRESSING
OF 5 POUNDS OF 16-8-8 COMMERCIAL FERTILIZER PER 1,000 SQUARE FEET.
3.12 ON THE 80TH DAY OF THE ESTABLISHMENT PERIOD, CONTRACTOR SHALL REPLENISH THE MULCH TO ACHIEVE
A 3" THICK LAYER IN AREAS RECEIVING MULCH COVER.
3.13 AT COMPLETION OF ESTABLISHMENT PERIOD, AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY
CLEAN AND FREE OF DEBRIS AND WEEDS. PLANT MATERIALS SHALL BE LIVE, AND FREE OF INFESTATIONS.
3.14 EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS
EXPENSE.
3.15 WALKS, CURBS, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST AND STANDING WATER BY
SWEEPING, MOPPING OR HOUSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT.
3.16 CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM VANDALISM
AND ACCIDENTAL DAMAGE. DAMAGE SHALL BE PROMPTLY REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER CONTRACTOR IS RESPONSIBLE FOR REPAIRS OR REPLACEMENTS CAUSED
BY ACTS OF VANDALISM, INCLUDING REMOVAL OF GRAFFITI, AND/OR REFINISHING, AS REQUIRED.
3.17 CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK COVERED BY THIS SECTION FROM DAMAGE
CAUSED BY FROST AND/OR TORRENTIAL RAINS. DAMAGE SHALL BE PROMPTLY REPAIRED BY THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. PLANT MATERIALS DAMAGED BY FROST AND/OR
TORRENTIAL RAINS SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER
3.18 FINAL ACCEPTANCE WILL OCCUR ONLY AFTER A FINAL INSPECTION OF THE ENTIRE PROJECT ATTENDED BY
THE OWNER, LANDSCAPE ARCHITECT, THE OWNER'S MAINTENANCE CONTRACTOR, AND THE PROJECT
CONTRACTOR, AND UPON WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT.
APPROVED F'OR PLA1'TTINCI
AND IRRIC~ATION C)NLY,
INCLUDIJ\fG PRECISE
LOCA'T'ION C)F' PLAN1'INCI
AREAS.
"AS BU IL T"
TITLE
REVIEWED BY:
INSPECTOR
DATE
DATE
!---+----+------------+----+-----<---+---I I S1H~T I CITY OF I CARLSBAD I SH1 ~TS-I
,oii, PLANNING DIVISION ,oii, ;=::=:'...'.:::::=========='-==~
<(
_j
Ile
Carlsbad ca
l&O -434-2152
DATE INITIAL
ENGINEER OF WORK
DATE
REVISIO~I DESCRIPTIO~I OTHER
-·
INITIAL DATE INITIAL
APPROVAL CITY APPROVAL
PLANTING SPECIFICATIONS
Overflow Parking Lot
Agua Hedionda Visitor Center
APPROVED ~ i __ (,{:__t:-\l-= fr ~-~\'~ --1 PLANNl~IG DATE
I
OWN BY: WDG PROJECT NO.
I
DRAWING NO.
CHKD BY: 'il'DG
RVWD BY: WDG CD 12-06 483-?L .. ~
!
I