HomeMy WebLinkAboutDWG 457-9L; PD 08-06; AQUATICS CENTER; 01-06LANDSCAPE IMPROVEMENT DRAWINGS FOR:
GENERAL NOTES
1. LETTER OF CERTIFICATION (INSTALLATION)
The licensed designer of record for all the projects requiring landscape plans shall submit
a letter to the City stating that the project has been installed in substantial conformance
with the approved plans and specifications.
a. Prior to granting a Permit of Occupancy on private developments or,
b. Prior to approval of City of work done on public property that will be maintained by
City forces and prior to required maintenance period as described in Section B.3-1.
2 LETTER OF CERTIFICATION (RELEASE OF BONDS)
a. Prior to release of bonds, the licensed designer of record on Iha project shall submit
a letter to the City Engineer certifying that he or she has inspected Iha work and that the
project complies with the following conditions:
1. Has been maintained in substantial conformance.
2. Is growing in a healthy and thriving condition.
3. All plantings required under section IV.e of this manual have been established as
an effective surface erosion control.
4. There is no evidence of excessive runoff from the irrigation system causing a soil
erosion problem.
3. AS BUILTS
a. As-builts for all projects (bonded and non-bonded, public and private) are required
to be submitted. Submittal of as-built mylar plans shall be as required by the Engineering
and Planning Departments.
b. Final as-built mylar plans shall be drafted clearly to the satisfaction of Iha Parks &
Recreation Director, and the original mylars shall be submitted to the City for their
keeping.
c. Final irrigation as-built mylar plans will be required to be reviewed and approved by
the Parks & Recreation Director and final mylars will be required to be approved and
signed by the City prior to Planning Department signing the permit card.
4. All unpaved areas shall be revegetated according to the approved landscape plans as
as soon as possible after grading.
ADDITIONAL NOTES
1. All construction and installation of landscape items are subject to requirements of the
City of Carlsbad Landscape Manual. The contractor must notify the city (760-815-6708)
48 hours (2 working days) prior to starting construction.
2. The Landscape Contractor is responsible for obtaining all permits necessary for
installation prior to beginning work. This includes all building permits
prior to commencing wall construction.
3. The Contractor is responsible for knowing all site conditions and all underground
utilities, pipes and structures, and shall take sole responsibility for replacement costs
incurred due to damage during construction.
4. The Landscape or Irrigation Contractor is to verify existing PSI at the job site
prior to installing the landscape irrigation system. Discrepancies between the design
pressures shown on Iha plan and existing static pressures shall be
reported to the project Landscape Architect (760-692-1924).
5. The Contractor shall not willfully proceed with construction when it is obvious
that discrepancies exist between this plan and actual site conditions, and assumes
responsibility that any discrepancies are brought to the attention of Iha owner's
representative. The Contractor shall bear the cost of necessary revisions due to
failure to give such notification, and no change in contract price will be allowed for
actual or claimed discrepancy between existing conditions and those shown on plan.
6. 48 hours (2 working days), prior to beginning construction, the Contractor's
on-site supervisor shall meet with the owner's representative for a pre-construction
site meeting. During construction, the owner's representative shall be available for
site consultation. In case of any questions, the Contractor shall notify the owner's
representative for clarification. Any work not meeting the approval of the Owner or
his representative shall be corrected at the Contractor's expense.
7. All property and lot lines shall be verified and marked in an obvious manner
prior to construction.
8. All reduced pressure backflow preventors and pressure vacuum breaker
assemblies shall be tested by a City approved certified tester after installation,
relocation, or repairs. The Developer/Owner is responsible for supplying a copy of
the test results lo the City Public Works Department.
9. Approved landscape plans and specifications, and the City of Carlsbad Landscape
Manual shall be at the job site location at all times.
10. Turfed areas shall have a maximum design slope of 4:1. Ground cover areas
shall have a maximum design slope of 2:1.
11. All graffiti shall be removed within 24 hours of occurrence.
12. For details not referenced or shown on these plans, please refer to manufacturer's
specifications for installation.
13. All engineering information on these plans are for reference only.
14. All irrigation backflow preventers shall be tested by a certified tester and results must
be given to the City and the Carlsbad Municipal Water District. Pipe between the meter
and backflow preventer shall be "Schedule K hard Copper'. Approved contract backflow
testers can be found on the City web site at www.ci.carlsbad.ca.us/pdfdoc.html?pid=340
15. Water sevica (point of connection) installation, temporary or permanent, shall be in
place to coincide with planting timing specified in section E.3-1.
City of Carlsbad Aquatics Center
Carlsbad, California
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SWIMMING POOL
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INSPECTION PROCEDURES:
Inspection of the project shall be performed by the Landscape Architect of the Work, or
his designanted agent. Refer lo the specifications of the schedule of required inspections
and required submittals.
Following completion of Iha work, the Landscape Architect of Iha Work will certify that the
installation has been completed by submitting the "Final Landscape Certifcations Form".
A request for a final landscpe inspection by the City must also be made by calling the
Inspection Request Line.
"Final Landscape Certification Form" Fax to: 760-944-a943
Landscape Inspection Request Phone Line: 760-602-4602
I hereby declare that I am the licensed designer of work for this project, that I have
exercised responsible charge over the design of the project as defined in section 6703 of
the business and professions code, and that the design is consistent with current
standards.
I understand that the check of project drawings and specifications by the City of Carlsbad
is confined to review only and does not relieve me, as the licensed designer work, of my
responsibilities for project design.
SITE PLAN
)00' 150'
i
Underground Service Alert ENGINEER'S SIGNAllJRE REQUIRED ON PAGE 1 ONLY
REVIEWED
ENGINEERING PLANCHECKER DA TE
SHEET INDEX
TITLE SHEET
IRRIGATION PLAN
PLANTING PLAN
IRRIGATION DETAILS
PLANTING DETAILS
SPECIFICATIONS
OWNER
City of Carlsbad
Parks & Recreation Department
799 Pine Avenue. Suite 200
San Diego, CA 92008
(760) 434-2826
L-1
L-2
L-3
L-4
L-5
L-6
LANDSCAPE ARCHITECT
The Lightfoot Planning Group
5750 Fleet Street, Suite 200
Carlsbad, CA 92008
(760) 692-1924
CIVIL ENGINEER
Cornerstone Engineering
620 Mission Avenue
Oceanside. CA 92054
(760) 722-3495
olTE
VICINITY MAP
NOT TO 5CALE
TITLE
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11 AS APPROVED F'OR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
REVIE\/ED BY:
INSPECTOR
BUIL T 11
DATE
These plans have been prepared in substantial conformance with the approved landscape
concept plan, water conservation plan, fire protection plan, and all conditions of approval
related I ,....,,,k
Call: TOLL FREE
1-800
227-2600 ~ CITY OF· CARLSBAD j SHE6ETS I
1--------11------+-----------------+---+---+----t----1 L_!__j PARKS & RECREATION DEPARTMENT
t------,t----+-----------------+---+---+----,----t
TWO WORKING DAYS BEFORE YOU DIG IMPROV£M£NT Pl.ANS FOR:
CITY OF CARLSBAD PARKS & REC.
Philip J. Arms! AOlJAT/CS CENTER
The Lightfoot Planning Group
DWN BY:
DATE:
PHILIP J. ARMSTRONG R.LA: 3413
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CID' APPROVAL
CHKD BY:
RVWD BY:
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ITY REDLINE 6-18-0':l
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ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
REVIEWED
APPROVED FOR PLANTING
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INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
REV!E\./ED BY,
INSPECTOR
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FUTURE IMPROVEMENT
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CARLS6AD UNIFIED PLANNING A SEPARATE REQUEST
TO IDEN ONR E SID WAL TI-IAT MAY AFFECT
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IRRIGATION EQUIPMENT LEGEND
VALVES 4 CONTROLS
SYM KAl-!.IFAGTURER / KODEL # DE¾RIPTION
IE] EXISTING 2' l'lATER METER VERIFY IN FIELD
P.O.C.. IRRIGA 110N POINT OF C.ONNEc.110N VERIFY IN FIELD ... EXISTING 6Ac.l<Ft.011 PREVENTER VERIFY IN FIELD
H MATC.O·NORC.A 190 SERIES GUIC,K Ac. TION
ISOLATION GATE VAi.VE /LINE SIZI';)
s Y'£A11-IERMAT1C. &200 C.R REMOTE c.oNTROL VALVE.
C.ONNEc.T TO EXISTING c.oNTI<OLLER
0 AAIN61RD 441..Rc. 9/4' QIJIC,I< C,Ol,!"LER VAi.VE
0 SFEAFI.S 1l<IJ UNION 2000 THREADED 6AAS5 RU-PORT 6ALL VAi.VE
/LINE SIZE FOR MANIFOLD)
(0 EXISTING MASTER VALVE VERIFY IN FIELD
@] c.oNTI<OLLfR CONNECT AI.L VALVES TO
EXISTING HUNTER c.oNTROLLfR
SPRINKLER HEADS
SYMOOI..S KANUF AG TURER / KO DEL #
960 100 • qo 960 100 • qo J
RAIN61RD l&oo-5AM-15 SERIES 0 0 ~ • 'IV F H, T, GI, VAN-fC,S NOZZLES AS NOTED 3.1 lb5 • ,q2 .5 POP-l.!' SFRA
V 'II V V ~ll:6tf ~~AN~f m(s AS NOTED 105 .52 -26 15 POP-l.!' SFRA
o e RAIN61RD l&oo-5AM-5 SERIES '-• 'IV F, H, T, GI, VAN,ff,5 NOZZLES AS NOTED .41 20 • .10 25 POP-l.f' SFRA
iiJ RAIN61RD l&oo-5AM SERIES EST ..pe,5 SERIES NOZZLE
0 RAIN61RD l&oo-5AM SERIES SST· Pc.5 SERIES NOZZLE
FIFING • SLEEVING
SYM. DE¾RIPTION
PVC. C.LAS5 915 PRESSURE MAINLINE PIPING
2·1/2' SIZE OR AS NOTED
C.LAS5 200 PVC. NON-PRESSURE LATERAL LINE PIPING • SIZE A5 NOTED
DETAIL
D/L-4
E/L-4
G/L-4
6/L-4
A/L-4
DETAIL
F/L-4
f/L-4
F/L-4
F/L-4
F/L-4
PVC. SC-HD. 40 51..EEVING FOR MAIN OR LA TEAAL LINE PIPING • 2X THE DIA. OF ENc.1.0SED PIPE
PAIGE CA6LE P•i11·D
RJLL OOX FOR C.OMMUNIC.AT10N !",IRE (AS SHOl"lN I NOT TO EXC-EED 150' O.C.)
601"1' HEIGHT*
VALVE STATION NO.
I PROGRAM* f712';;47. ~-t~l v.~ __ VAJ.VE SIZE
20 GPM
* PRQGAAMS
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2• SHRl!B
9• SI.OPE
t 600'( HEIGHT OR T'fPE:
4= 4' POP-UP HEIGHT
b• b' POP-UP HEIGHT
12• 12' POP-uP HEIGHT
6= EIU66LER
R• ROTOR
KEY TO IRRIGATED ZONES
PROTECT EXISTING IRRIGATION SYSTEM FROM CONSTRUCTION
DAMAGE. CONTRACTOR SI-IALL ADJUST 1-!EADS AS NECESSARY
TO INSURE COMPLETE IRRIGATION COVERAGE. MAINTAIN
IRRIGATED AREA DURING CONSTRUCTION.
IRRIGATION TIC MeTHOD PIPE: SIZING CHART
PVC CI.A66 2<Z>IZ) 1.ATeRAI.
TIC 5YM6OL
2'
C.PM RANGE:
0 • II
12 • 11
I&· 21
2& • 31
3& • &1
s,e -es,
NOTE:: THIS TIC MeTHOD CHART APPLIES
TO 1.ATeRAL LINE:& ONLY.
METER DAT A SI-IEET
METER SIZE: 2'
ELEV: 2/211'
STATIC PSI: W PSI
6ACl<FLOUJ SIZE, 2'
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~ CITY OF CARLSBAD I SHE6ETS I
~=====t====t===============================i=====t====t====j====j L__{_j PARKS & RECREATION DEPARTMENT
IMPROVEMENT PLANS FOR:
CITY OF CARLSBAD PARKS & REC.
AOIJATICS CENTER DESIGNED BY: ET /PA DATE: XXXXXXX
DRAWN BY: ~ET~--SCALE: AS INDICATED t---t---+---------------....+---t---+---11----l
PROJECT MGR.· PA JOB NO.: XXXXXXX ~=====================!
DATE
LANDSCAPE ARCHITECT OF WORK,
DATE INITIAL DATE INlTIAL DATE,
PHILIP J. ARMSTRONG R.L.A., 3413 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
DATE INITIAL
CITY APPROVAL
{d;_~~~-_7f,/4t
PARK DEVELOPMENT MANAG RLA #2020 ~TE
OWN BY·
CHKD BY:
RVWD BY:
PROJECT NO.
PD 08-06
DRAWING NO.
457-9L
PlANNING
SITE DESIGN
LANDSCAPE
ARCHITECTURl
il!I 11111 !IBHl,Sll2\I
CAB IS BAD, CA 92001
1710) 611-1114
FAX (160) 191-1935
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ITY REDLINE 6-113-/ZIS_
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TITLE
□
ENGINEER'S SIGNATURE REQUIRED ON PAGE 1 ONLY
REVIEWED
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF' PLAN'l'ING
AREAS.
REVIE\JED BY,
ENGINEERING PLANCHECKER DATE INSPECTOR
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STADIUM IMPROVEMENTS
PLANT MATERIAL LEGEND
TREES /~ TO RECEIVE Of<!:J>NIC MULCMJ
SYM 60T PNICAL N,l/1E I VARIETY
0 ERI060TRYA DEFLEXA
0 PYM KAWAKA/111
0 SYAC.RU5
ROM,!l,IZOFFIAN.N
COMMON N,l/1E 51ZE / SPACING DETAIL
BRCNZE LOOUAT 24' 60X/
A& 5HOl!N 6/L-~
EVE~EN PEAR 24' 60Xi
QUEEN PALM
A& 5HOIIN 6/L-5
1,'6TI-!/
A5 5flOllN
5HRU65 AND VINES IAAEA& TO RECEIVE Of<!:J>NIC 11JLCH/
SYM 60T PNICAL N,l/1E / y ARIE TY COMMai N,l/1E 51ZE / 5PACING DETAIL
0 CALL15TEMON YIMINALl5 DWAF1f 5 GAL/ 3' O.C. AIL-5
'LITTLE JOft-4' 60TTLE BMH
0 XYI.OS1A cc,-ic,E511J1 XYL06MA 5 GALI 4' O.C. AIL-5
GROUNDCOVER5 /AAEA& TO RECEIVE Of<!:J>NIC 11JLCM -EXCEPT 11JF1f/
SYM 60TPNICAL N,l/1E / VARIETY COMMON N,l/1E SIZE/ SPACING DETAIL
~ CAREX lU"M.ICOI.A BE!<KELEY &EDGE 4' POT/ 2' O.C. AIL-~
~ MUH.ENBE~IA RIGIDA RJRPLE MUH.EY 4' POT/ 2' OC. AIL-~ ~ NA&HVILLE' m TUF1f c.RA55 MARA11-la-l II TUF1f 50D
EXISTING LPNDSCAFE • ffiOTECT IN Fl.ACE
REFI.ACE IN KIND IF AFFECTED BY
CONSTRUCTION ACTMTIE5
(.~ ~ ~ 24'-30' LPNDSCAPE BE~ -Fl.ACE AND INSTALL AT THE DIRECTICt,I OF THE <ldl' LPNDSCAFE AACfllTECT PND CITY STAFF
CON5TRUCTION KEYNOTE&
DESCRIPTON DETAIL
<6> CONCRETE PAVING 6/L-S
0 CONCRETE CONFORM 1-1/L-S
<§> 6' CONCRETE MOWCURB F/L-S
<§> CONCRETE TI-IICKENED EDGE 1/L-S
EXISTING f.!EDGE PROTECT IN PLACE
EXISTING SIDEWALK
BUIL T 11
DATE
=
PROPOSED PEDESTRIAN WALKWAY
PER STADIUM IMPROVEMENT PLANS
i-----r---r-------------+---+---+---+--1 CTI ¥A\I1& 9EfREAYi~~fu~R~{\~ IT]
IMPROVEMENT PLANS FOR:
CITY OF CARLSBAD PARKS & REC.
DESIGNED BY: ET /PA DATE: XXXXXXX
DRAWN BY: ET SCALE: AS INDICATED t---t--t----------------+---+---1---1----1 AOUAT/CS CENTER
PROJECT MGR.· PA JOB NO.: XXXXXXX
LANDSCAPE ARCHITECT OF WORK,
DATE, DATE INITIAL DATE INITIAL
PHILIP J. ARMSTRONG R LA, 3413
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY:
RVWO BY:
PROJECT NO.
PD 08-06
PLANNING
SIJf OfSIGN
LANOSCAPf
ARCHIJfCJURI
5150 HIii SIBIH.SIE.1ll
CARLSBAD, CA 91001
(160) 611·1914
FAX (168) 19!-1135
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S/21/03
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ITY REDLINE 6-18-~3
=====-
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Job# 111006;)
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IRRIGATION NOTES
1. This irrigation design is diagrammatic. All piping, valves, and all other irrigation devices shown within
paved areas are for design clarification only and shall be installed in planting areas wherever possible. All
irrigation work shall be installed to avoid any conflicts between the irrigation system, planting material and
other architectural features.
2. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that
obstructions, grade differences or differences in area dimensions exist that may not have been considered
in the engineering of the site. Such obstructions or differences should be brought to the attention of the
owne(s authorized representative. In the event this notification is not performed, the irrigation contractor
shall take full responsibility for any revisions necessary.
3. It is the responsibility of the Irrigation Contractor to familiarize himself with the landscape improvement
plans, including all grade differences, the location of walls, retaining walls, paving and similar structures.
Ha shall coordinate his work with the general contractor and all other sub-contractors for the location and
the installation of pipe sleeves through walls, under roadways, paving, structures, and all other hardscapa
areas.
4. Dua to the scale of these drawings, it is not possible to indicate all offsets, fittings, sleeves, and other
items which may be required. The contractor shall carefully investigate the structural and finished
conditions affecting all of his work and plan his work accordingly furnishing such fittings, and material, as
may be required to meet such conditions. These drawings are diagrammatic and indicative of the work to
be installed.
5. Each controller shall have its own independent ground wire.
6. Controller locations shall be powered by solar energy.
7. Splicing of 24 volt wires will not be permitted except in valve boxes. Leave a 24" coil of excess wire at
each splice and at 100 feet on center along wire run. Tape wire in bundles at 10 feet on center. No
splicing is permitted inside sleeves.
8. The irrigation system design is based on a minimum operating pressure of 40 psi. The Irrigation
Contractor shall verify the static water pressure (PSI, prior to construction and report any difference
between the water pressure indicated on the drawings and the actual pressure reading at the irrigation
point of connection to the owner's authorized representative and the Project Landscape Architect.
9. All irrigation equipment is to be installed in accordance with the standards and specifications of the 9!£
of Carlsbad Landscape Manual.
1 O. The Irrigation Contractor shall notify all the local jurisdictions for inspection and testing of the installed
backflow prevention device and pressure mainlines. Test mains for 4 hours @ 80 PSI and obtain City
Inspectors' approval of test prior to backfilling trenches.
11. Install a spare control wire of a different color along the entire main line. Loop 36" excess wire into
each single valve box and into one valve box in each group of valves.
12. Install valve boxes 12" from and perpendicular to walk, curb, walls, fences or other landscape feature.
At multiple valve box groups, each box shall be an equal distance from the walk, curb, lawn, or planting
area, and all boxes shall be 6" apart. The short side of the valve box shall be parallel to walk, curb, walls,
fences, etc.
13. All spray heads & drip emitters are to be installed a minimum ol 12" from fences, walls, or structures.
14. All irrigation heads within 1 O' of any path, walk, or pedestrian areas shall be 12" pop-up heads.
15. All sprinkler heads shall be set perpendicular to the finish grade of the area to be irrigated unless
otherwise designated on the plans.
16. Sprinklers where low head drainage occurs shall be fitted with a King Bros. Cv series check valve or
equal in lieu of schedule 80 coupling.
17. The Irrigation Contractor shall flush and adjust all sprinkler heads for optimum performance and to
prevent overspray onto walks, roadways and/or buildings as much as possible. This shall include but not
be limited to: selecting the best degree of arc to fit the existing site conditions, the inclusion of pressure
compensating fittings or flow reduction screens, throttling the flow control at each valve to obtain the
optimum operating pressure, and coverage for each system.
18. The Irrigation Contractor shall install all irrigation lines and controller wires in sleeving that pass under
paving. For clarity, all sleeving is not shown on this plan. Sleeving shall be as follows: Main, wiring,and
laterals under vehicle paving shall be installed in separate PVC sch.BO sleeves with 36" cover,
Main and wiring under pedestrian paving shall be installed in separate PVC sch.40 sleeves with 18" cover,
Laterals under pedestrian paving shall be installed in separate PVC sch.40 sleeves with 12" cover.
Sleeves shall be 2X pipe size diameter, and extend 12" minimum past hardscapa.
19. To use quick coupling valves when master valve is closed: wire the master valve to an unassigned
controller station and manually start the station for the required time period. If no station is available,
manually bleed the master valve to operate the quick coupler.
20. Install all irrigation lines below (perpendicular) to brow ditches.
21. If static pressure is 80 PSI or greater, install pressure regulator at POC.
22. Contractor shall provide and install mylar/metalic pipe detection tape over all irrigation mainline and
sleeve crossings installed within the public right-of way.
23. The landscape contractor shall provide material submittals, catalog cut sheets, shop drawings or
samples of all material, equipment and assemblies used to complete the contract. Submit three (3, copies
for landscape architect review prior to installation.
24. All graded portions of the site that are not permanently landscaped and not scheduled for
improvements within 6 months of completion of rough grading shall be temporarily irrigated and planted
as approved by the City of Carlsbad. Otherwise, all areas shall receive complete coverage with
automatic sprinkler irrigation systems. Any sprinkler system within 1 O' of hardscape, City right-of-way
and any other areas where significant pedestrian traffic may occur shall be below grade. Temporary
irrigation will not be required on the adjacent park site (PA 12,; should indicated hydroseed mix reach
90% coverage to the satisfaction of the City, temporary irrigation will not be required.
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_-::-::·! i i=--~-~ j I ]-=-Q
1-1··1!_1_;-;-i--1,_!_i_, 0
,---------VALVE 60X
--------12' DIA. SCH 130 PVC PIPE
FINISl-l 6RADE
__ _.-..,_•-·--'-: 1~1'~' -· -___ ISOLATION VAL VE -
; :•==! ! PER LEGEND -LINE SIZE
C i i I =• --1 ; 1---·
'·•~ i=._i~•].;..----BRICK SUPPORT -
...,_.,.,_ ,.,, --• i ! i-EACH CORNER 1-.. -.1 i 1--:~-: i
t-h'N..I!--I: I ---: ! ' . cccc'. , i=-__ CRUSHED ROCK -I CU. FT.
1--...:.-! I j-·-I i ,
---PVC MAINLINE -REFER TO
SPECIFICATIONS
® 6ATE ISOLATION VALVE D---------scALe: N.T.5.
,,,.-------(3) 36-INCH LINEAR LENGTH OF WIRE, NEATLY COILED
.,-----WATER PROOF CONNECTION
,,,.------ID TAG
~FINISH GRADE/TOP OF MULCH
,.---VALVE BOX WITH COVER,
12-INCH SIZE
,.---REMOTE CONTROL VALVE
OR MASTER VALVE
,.,--PVC SCH W NIPPLE
,.,--PVC SCH 40 ELL
,,,.---PVC SCH W NIPPLE
<LENGTH AS REQUIRED)
r71~~,.,,.--BRICK (I OF 4)
,.----SCH ee NIPPLE (2-INCH LENGTH,
HIDDEN) AND SCH 40 ELL
~~,---,;;:__=_::_::~_::~~~-:"-------< PVC MAINLINE PIPE
~-PVC SCH 40 TEE OR ELL
'---PVC SCH 40 MALE ADAPTER
'---PVC LATERAL PIPE
'----3/4' CRUSHED ROCK -6' MINIMUM DEPTH
® REMOTE CONTROL VALVE E ---------SOAI e l"•l'-0"
_/""-FINISH GRADE/TOP OF MJLC.H
POP-UP SPRAY SPRINKLER,
RAIN BIRD 1000 SERIES
PvC. 5C-H 80 NIPPLE
(LENGTH AS REQUIRED)
PvC. 5C-H 40 ELL
PvC. SC.H 40 STREET ELL
PvC. SC.H 80 NIPPLE
(LENGTH A5 REQUIRED)
PvC. SC.H 40 STREET ELL
PvC. LATERAL PIPE
PvC. SC.H 40 TEE OR ELL
® POP-UP SPRAY HEAD F ---------SCALE: I-1/2"=1'-0"
AM.IMM
I I
I
ii----·'
~--FINISH GRADE
'--------CRUSHED GRAVEL -
I CU. FT
0 MASTER VALVE A ---------9CAI e l"•l'-0"
i
'-II
! i : I ---, ,
-' -i r
' '-II
ii
'-II __J
\)
~--------VALVE 60X
~------12' DIA SCH ee PVC PIPE
------6ALL VALVE -PER LEGEND
LINE SIZE
;--FINIS14 GRADE
-I" TYP./
! [
I i :
' ----i
---: I
'
,---BRICK 6UPPORT -
FULL PERIMETER
,---CRUSHED ROCK I CU FT. MIN.
,,---PVC UNION
: : I --I ,
~-PVC MAINLINE -REFER TO
&PECIFICA TfONS
I i ---, . I ---,
: ! -----~-------PVC MALE ADAPTER
@t--"-e_AL~L ___ V_AL~VE ______________ sc_A1_e_NTS __
0
l---+--+---------+--+--+-----+------1 I SH4EET I CITY OF CARLSBAD I SHE6ETS l
PARKS & RECREATION DEPARTMENT ::=='-'==========:::'....'::=~ IMPROVEMENT PLANS FOR:
CITY OF CARLSBAD PARKS &-REC.
DESIGNED BY: ET /PA DATE: XXXXXXX
DRAWN BY: ~ET~---SCALE: AS INDICATED AOUAT/CS CENTER
PROJECT MGR.· PA JOB NO.: XXXXXXX
LANDSCAPE ARCHITECT OF WORK:
~ ~£ot_
RLA #2020
DATE:
DATE INlTIAL
ENGINEER OF WORK REVISION DESCRIPTION PHILIP J. ARMSTRONG R.LA: 3413
OWN BY: PROJECT NO.
I 457:9L DATE INITIAL DATE INITIAL CHKD BY: PO 08-06 OTHER APPROVAL CITY APPROVAL RvWD BY:
PLANNING
SITE DESIGN
LANDSCAPE
ARCHITECTURE
5751 FLEET !IHHl,SIL15b
CARLSBAD, CA 9200!
(161) 111·1114
fAK(JIO) 111·1135
llG ilf O Dl@lll llf lDltU IM
-c L. a, G)
.c +,I
C c( ,.,, -G) 0 L. 0 -d' a,
0 ,.,,
0 0 ·-+,I a, >-::, ai
=======·
Scale:
Dale: &/21/0'3
Drawn By: EI
Revisions:
CITY REDLINE6-IS-0'"3_
=======:
=====-
Job# 1110.06.3
MEDIUM BROOM FINISH
6" X 6" X 2.11?> X 2.11?> E~
CENTER IN PAVING SECTION
,1
•
,1
<1. 4_ ....
"
.,
4
OVERLAP $ TIE V>lr'lM
WHERE OCCURS
' 4 ' . . 4 . . 4 ~
=
@ CONCRETE PAVIN6
® CONCRETE CONFORM
CONCRETE PAVING
CLASS 6 AGGEGA TE BASE
MATERIAL PER SPEC'S
COMP AC TED SUBGRADE
PER SPEC'S
fll'!AI F: 6"=1'-0"
EXISTING CONCRETE FAYING
CORE DRILL EXISITNG FAYING FOR
•4 SMOOTH DOWEL 11 24' O.C.
,,,-----1/2' FELT EXPANSION JOINT
CONCRETE FAYING, FINISH SURFACE
TO BE FLUSH W/ EXISTING FAYING
. "
SCALE: 1-1/2'=1'-0"
,.---FINISH GRADE FLANTER AREA
FER FLAN
~-CONCRETE
<FINISH PER PLAN)
l 1
6" l
1
0 CONCRETE THINCKENED ED6E
SCALE: 1-1/2'= I '-0"
@---------
NOTE: ;::=~::;°l-~======================~s;~::;;:~======~========; STREET TREES AND • • ·· · .; · · .. ~-· · • • . , · • · ALL TREES PLANTED , . ,,. .. , • • ·. " • : .... '! )IIIITHIN 10' OF )IIIALLS ·· • · . • •. ·. , AND HARDSCAPE • ·. ·-; . • •.. . ·,·. •, .. •. ·., ' SHALL BE PLANTED · .• •. · · •·. ·•. , , • • · ·• . > )IIIITH A ROOT
·:. '• ·, • ~ • • DEFLECTION TYPE ~ .~ • · :.. ' ·. , •. • ' •. 4, BARRIER DEVICE. DO • •
ROOT BARRIER ■
NOT li'lRAP ROOT
BARRI ER AROUND
ROOTBALL. INSTALL
BARRIER AGAINST
INSIDE EDGE OF
C-URB OR )IIIALL -HARDSC-APE, IN A
----REFER TO PLAN W~@'k'f ,r;fti~t6LE. I -~-~_£_+--'-"..,._...-,__-__:_=_._.--_. PROVIDE A MINIMUM OF ------.r-5' --'1-1~--5' --10 LINEAR FEET OF
APPROVED ROOT PLANTING AREA BARRIER, ALIGNED ON
,r---10' -------f
FER TO CITY OF OCEANSIDE
ST'MDARD DETAIL 211A FOR
TREE AN!D ROOT BARRIER
INSTALLA,Titm.. ___ _.
REFER TO
PLANTING PLANS
FOR TREE
LOCATIONS
GENTER li'llTH TREE
TRUNK, 24" BURIAL
DEPTH.
® ROOT BARRIER
SCA! e I/4'=I'-0"
~ -~ -~---~-;~~
~ ~ ~ ~
IQ Ea -~~----EQUAL TRIANGULAR SPACING • --/ii --1• --1 . ----1~ ----1~ REQUIRED BETl"lEEN PLANTS
(REFER TO PLANT LEGEND M ):..{ 'd,_ M 'r./.. FOR ON CENTER SPAC.ING ~-_r<_ __ --~-_';'!-( ___ r<. OF SHRUBS OR GROUND COVER).
~ ~ \ ~~~~~ ~ -@--@--~ -@-~-:j-.. --DISTANCE FROM EDGE OF PLANTER TO C.ENTER OF PLANT TO BE 1/2 TI-IE
SPECIFIED SPACING
® PLANT SPACIN6
SCA! F: l'=l'-0"
--------TURF
NOTE,
-----112' TOOLED RADIUS
-----8' WIDE CONCRETE MOWBAND W/ LIGHT BROOM
BROOM FIN16H LENGTHWISE
-----•4 REBAR CONT.
---COMPACTED SUOORADE
EXPANSION JOINTS SHALL BE I 1/2" DEEP SC.ORE, STRAIGHT RUNS @
30'-0" O.C. MAX INTERVAL AND AT 20'-0" O.C. MAX
ALONG C-URVES. PROVIDE 1/4" )lll!DE x 3/4" DEEP SCORE
@ 5'-0" O.C-. INTERVAL. ® CONCRETE MO~ CURB
SCA! F: 1-1/2'=1'-0"
LANDSCAPE ARCHITECT OF WORK:
DATE INITIAL
DATE:
PHILIP J. ARMSTRONG R.LA.: 3413 ENGINEER OF WORK
' '
' I
I ,
' ' : , ... · .-_,_ i•>·.
0
0
' ,• / ' .
/ ROOT ElALL
~~---FORM 3' WATERING BASIN WITH BACKFILL
. ,-/
SOIL MIX
~--I ORS GALLON CONTAINER SHRUB
,,,---MULCH LAYER
KEEF o' CLEAR OF TRUNK
--UNDISTURBED NATIVE 60IL l SUBGRADE
. . -INSTALL 50 ROOT BALL 15 3/4' TO I' . / .1--, ABOVE FINl51-1 GRADE (AFTER BACKFILL
. /,. . I-IA5 SETTLED) . /'I
• I, ·····!
I,,,,___ ___ i/ / .
/
· / >.:i: -:: FLANTER BACKFILL MIX -
/ · --..... I < //;_~REFER TO 5PECIFICATION5
SOIL fi'lfDl:pTAb-. .•. /1 -.-· . PLANTER PIT
--: ',-,-1 '-"-,~ • ', SCARIFY 51DE5 AND BOTTOM
I i __ (.('
• i FERTILIZER PLANT TABS PER SPECS.
INSTALL 50 TABLET TOUCl-15 ROOT BALL x ~ PLANTING PIT 2x ROOTBALL
1 1 0 I OR 5 6ALLON SHRUB INSTALLATION A ---------SCAI e l'=l'-0"
B
1',..!c...,------FORM 3' WATERING BASIN WITH BACKFILL
.::.~ 11 i=-=1 I
SOIL Fl:~~fAU:--~ --11~-1 I I l=i If~--~
SOIL MIX
,,---BREATHER TUBE(5J -CONNECT TO
PERFORATED PIPE LOOF -SEE DETAIL
__..--IS GALLON OR BOX CONTAINER TREE
.,.,.--MULCH LAYER
~y>~,..._
1---I 1--I· FINl51-1 GRADE
11 L -i 1 ,_
·--INSTALL 50 ROOT BALL 15 112' TO 3/4'
ABOVE FINl51-1 GRADE (AFTER BACKFILL
1-IAS SETTLED)
,.._____ PLANTER BACKFILL MIX -
REFER TO 5PECIFICATION5
1""'-FERTILIZER PLANT TAB5 PER 5PEC5.
INSTALL 50 TAElLET TOUCHS ROOT BALL.
1 PLANTING PIT 3x ROOTB~LL ~•1~ '------PERFORATED FLEX PIPE LOOP AT
k ~ BOTTOM PERIMETER OF PLANT PIT 1 1
15 6ALLON OR BOX TREE IN5TALLA TION
SCA! F: l'=l'-0'
FROND TIE DETAIL
FAN TYPE PALM ONLY .....--v--PALM TRUNK TO BE SET PLUMB
(VERTICAL). WHEN NECESSARY, 6RACE
OR GUY PALMS A5 DIRECTED BY Te!E
LANDSCAPE ARCHITECT.
TIE PRIOR TO
PLANTING W/
ORGANIC
DEGRADABLE
TWINE
REMOVE Tl-IE DAY OF
INSTALLATION AND
REMOVE l/3 OF FROND6 (OLDEST)
12' CLR
BREATHER TU6E5 -SEE DETAIL
(NOT REQ. FOR WA51-IINGTONIA OR 5Y AGRU5J
3' LAYER OF MULCH PER 5PEC5.
100% 6AND BACKFILL PER 6PEC.
BACKFILL TO BE WATER JETTED
DURING PLANTING. k-3' WATERING BASIN IN PLANTER
SI-IOYEL CUT EDGE IN TURF
FINl51-1 GRADE
==:-:=:=: fi1 FERTILIZER TA65 PER SPEC. 1J : •: f:~. INST ALL 60 TAB6 TOUCH ROOTBALL
----'o.----=-: •~,:~·~~~'~' ~~~1 -NATIYE SOIL
,.I:) _,,__ __ _
C\e, ,------PAL-'-M_P~LA~N~T~IN~6 _____________ _
\:::::._; SCALE: 6'=1'-0"
RLA #2020
OWN BY: PROJECT NO. DRAWING NO.
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CHKD BY:
RVWD BY: PO 08-06 457-9l
PLANNING
SITE DESIGN
LANDSCAPE
ARCHITECTURf
5150 11111 SJHIII.STl.2!•1
CAHlSIAD, CA 91888
ll&D) 191-1911
IAI 1111) 691·1135
ll ! H 110 I [@ll ! Hlf 8 81 I I. 10 M
"'C L. a, Q)
.c ~ C "' cS Q) -L. 0 a,
l 0 "' .... 0 ·-~ 0 ~ a,
~ :::, Gi
Scale:
Date:
Drawn By: ET
Revisions:
CITY REDLINEG-18-09.
Jo~# 1110.06.3
I. CONSlRUCTION
A. SCOPE OF WORK
1. This work shall consist of hardscape construction and flatwork such as driveways
and walks. Bid price shall include all labor.
materials, and equipment costs as well as any other expenses necessary
for the completion of this project.
B. STAKING & LAYOUT
1. Fie!d surveys for control of all construction and grading on the plans is the
responsibility of the Contractor. All field surveys. including construction
staking, shall be under the supervision of the Contractor and verified by
the Landscape Architect 760-692-1924. Staking shall be performed on all
items ordinarily requiring grade and a!ignment at intervals normally
accepted by building trades involved.
C. FINE GRADING
1. Finish surfaces shall be free of irregular changes to provide a uniform grade
or smooth transition gradients.
2. Planter or lawn areas receive topsoil amendment to within no more than
0.10' above or below required sub grade elevation.
3. Walkway finish surface shall be shaped to line, grade, and cross -section,
with the finish surface not more than 0.1 O' above finish grade elevation
D. CONCRETE & MASONRY
1. General
a. Concrete work shall be constructed of Portland cement concrete type 11 or I1A
conforming to ASTM C150 un!ess otherwise specified. Concrete shall be prepared in a
manner generally acceptable to the trade. The Contractor shall provide facilities for
integrating any required installation of banding, sleeves or inserts specified and perform
cutting and reinforcing of form required to accommodate them. Do not place any
concrete until all inserted items are installed in their proper locations, secured against
displacement, cleaned, inspected, and approved.
b. All aggregates shall conform to ASTh1 C-144 for mortar and C-404 for grout.
Water shall be clean and potable from a domestic source.
2. Walks
a. General
(1) Compact and tamp concrete in order to bring a 3/8" layer of cement/mortar to
the surface. Use wood screeds and masonry floats only, and apply the specified
finishes after excess surface water has disappeared.
(2) All walks shall be constructed of 2000 psi at 28 day concrete with a 4" nominal
thickness. (Provide specified finish and retardant as noted on the plan.) Surface area
of walk shall not exceed 100 sq. ft. without the incorporation of expansion joints.
b. All concrete fiatwork shall drain at 2% away from buildings and structures.
Concrete walks shall drain with a 2% cross pitch. All water to be focused to
subsurface drainage fixtures.
3. Expansion & Control Joints
a. Expansion joints shall be constructed in curbs, walks and other paving as shown on
the plan. Joints shall be installed vertically and extend to the full depth and width of
the work. Expansion joints shall be 20' -0'" on center, not to exceed a surface area of
100 square feet unless noted otherwise.
b. Control joints shall be 5' -o· on center unless noted otherwise. Finish joint opening
shall not be wider than 1/8 inch.
4. Reinforcing Steel
a. General
(1) All rebar. wire and wire mesh reinforcement shall conform to details on plans
unless otherwise noted. Before being placed in work, all reinforcing steel may have a
very slight rusting finish to enhance bonding properties. Steel shall be entirely free of
mill scale, mortar, oil, dirt, heavy rust or coating of any character which would likely
destroy, reduce, or impair its proper bonding with concrete or mortar.
(2) Reinforcing steel shall be either grade 40 or grade 60 billet steel conforming to
ASTh1 A615. All bending or straightening shall be accomplished so that the steel will
not be damaged. Kinked bars shall not be used.
(J) Wire mesh reinforcement shall conform to ASTM A185. The gauge of wire and
mesh dimensions shall be shown on the plan.
5. Cleanup
a. The Contractor shall clean up & remove from the site all unused materials and
debris resulting from the work performed.
E. EXCAVATION
1. Dig trenches to a uniform width and depth as specified on plans or as required
for proper installation of pipe. Provide 6" to 9" clearance on both sides of pipe.
Carry depth of trenches for piping to establish indicated flow lines and invert elevations.
II. IRRIGATION
A. SCOPE OF WORK
1. This work shall consist of the installation of a complete automatic irrigation system
as shown on the plans. Bid price shall include oil labor, materials, tools and
equipment costs as well as any other expenses necessary for the completion of this
project.
B. IRRIGATION DESIGN
1. The plan is diagrammatic. Refer to notes, details, and legends to verify locations
of irrigation equipment.
2. Contractor shall carefully check and verify conditions on-site and be familiar with
the location and details of on-site connections of water and power sources.
3. Discrepancies between the plan elements and/or site conditions must be brought
to the attention of the Owner's Representative during bidding and prior to
proceeding with any work. Failure to do so will result in responsibility by the
Contractor for any and all revisions that result therefrom.
C. MATERIALS
1. All materials shall conform to the local ordinances governing irrigation equipment.
2. All materials and equipment shall be new, and shall conform to the standards of
specification by the manufacturer.
J. Under any circumstances, no substitution of equipment will be allowed without
prior written approval of the Landscape Architect and City Inspector. Contractor shall
submit data to support claims of equal performance. Standards of performance of
specified materials and equipment shall be used as a performance standard; substitute
material must match specified material.
4. Equipment and materials shall be as called out on the plan legend.
D. LAYOUT
1. Prior to installation, Contractor shall mark-out, with chalk or equal, all pressure
supply lines and laterals, indicate the locations of irrigation heads and valve
2. Layout shall be such that no hindrance or interference with planting or hardscope
construction occurs.
J. Owner's Representative shall approve layout and verify the location of control
clocks prior to installation.
E. INSTALLATION
1. Irrigation heads and risers shall be installed perpendicular to finish grade and/or
manufactured slopes and checked for adequate coverage prior to permanent
2. Flush all lines prior to installation of sprinkler heads.
J. Spacing of heads shall not exceed the radius indicated in the irrigation legend.
4. Thoroughly fiush all (lateral) lines prior ta installation of sprinkler heads and/or
drip emitters. After installation of drip emitters, flush laterals a second time before
capping and pressurizing PVC lines.
F. TESTING
1. PRESSURE TESTS
a. All pressure mains shall be copped and tested at o hydrostatic pressure of 150
p.s.i. for a period of four (4) hours and prove water-tight. prior to installing remote
control valves. Any leaky fittings, joints and pipe shall be replaced and the line
b. Laterol lines shall be copped and tested at the design pressure, ot the
lost head, for three (3) hours, and prove water-tight, prior to installation of sprinkler
heads. Any leaky valves, joints, fittings or pipe shall be replaced and the line retested.
c. All pressure tests shall be performed ln the presence of the Owner's
Representative and City Landscape Inspector.
d. Contractor shall provide all equipment necessary to conduct hydrostatic
e. Contractor shall notify City lnspector 48 hours prior to hydrostatic testing.
2. Coverage Test
a. When system is complete, Contractor shall perform a coverage test to
determine that coverage is adequate and complete.
b. Adjustments shall be made by the Contractor to compensate for site
conditions and variations in grade:
(1) Heads shall be adjusted in height and alignment after planting is completed and
prior to hydroseeding to ensure adequate coverage and that spray stream clears
adjacent plant material.
G. CON lROLLER SYSTEM
1. Controller shall be a solid state microprocessor based unit providing for manual or
completely automatic function.
a. Each station shall be capable of programming from 1-59 minutes and
shall operate a minimum of one 24 VAC remote valve per station.
b. Controller shall have capacity for everyday, every other, or every third day
programming and shall indicate the days watering occurs as well as
indicating if watering occurs on the current day.
c. Controller shall have 4 separate start times per day; each individual start
time shall be programmable at any time of day.
2. WIRING
a. Wire sizing for control valve wires shall conform to the following chart:
Zero to 500 ft. -14 GA * 501 to 1,000 ft. -12 GA * 1,001 to 1,500 ft. -10 GA
In no case shall any valve be more than 1,500 ft. from controller.
b. Wire color shall be as follows:
(1) Controller system wiring shall be per detail on plans.
(2) Pilot wires shall be a different color wire for each controller.
(.3) Common wires shall be white with a different color stripe for each controller.
c. Wiring shall be taped together at 10 foot intervals.
d. Provide expansion curls within 3 feet of each wire connection and at each
change of direction by wrapping 6 turns of wire around a 1-inch diameter pipe, then
withdrawing the pipe.
e. All splices shall be made with Scotch-Loe #3576 Connector Seal Packs and
Pen-lite wire connector. Use one sp!ice per connector sealing pack.
H. FINAL ACCEPTANCE
1. Contractor shall demonstrate to Owner the operation of each system and piece of
equipment.
2. Contractor shall provide all manufacturer's data for all equipment.
3. Contractor shall provide an 'as built' plan depicting the actual locations of lines,
heads, valves and controlling systems. Each valve for each controller will be clearly
shown and its station number indicated.
4. Contractor shall provide copies of each controller program, keys to the enclosure,
and any special tools delivered as a stock accessory to any of the equipment.
5. Maintenance period shall not commence until the requirements of this subsection
have been fulfilled to the satisfaction and acceptance of the Owner.
I. GUARANTEE
Contractor shall guarantee that the entire irrigation system is free from defects and
workmanship, for a period of one year; ordinary wear and tear, unusual abuse, or
neglect excepted.
J. MAINTENANCE
1. OPERATION
a. Contractor shall adjust his watering schedule equal to the application rate each
area is capable of receiving, based on topography, soil type, plant material, season and
weather factors. Owner's Representative shall be given a key to controller and
nstructions on how to turn off system in case of emergency.
b. Periodically (a minimum of once a month) Contractor shall check all systems for
proper operation and coverage. All heads are to be adjusted as necessary for
unimpeded coverage. Adjust outlets of distribution tubing as required for growth of
plant material. Observe the site regularly for puddling and run-off. Change !ength
and/or frequency of the irrigation cycle to eliminate any problems.
c. Check filter mesh condition within five to seven days of initial operation.
If clean, check again in 30 days. Check condition of filter until a regular maintenance
interval can be established for each site-specific system.
d. The lines shall be flushed periodically and whenever repairs have been done on the
system. If water quality is adequate, perform fiushing at least once a month for 30
to 60 seconds.
e. Monitor and maintain optimum operating pressures throughout the system.
f. ln March, all valve boxes shall be checked for soil invasion, cleaned out and new
gravel replaced as noted in original specifications.
g. All screens in backflow preventer strainers shall be checked and cleaned at least
three (.3) times per year or as often as necessary.
h. Contractor shall utilize a repeat cycle on controller to eliminate excessive run-off.
i. To insure minimal obstruction of irrigation spray patterns, Contractor will be
responsible for trimming and making necessary adjustments to riser height as plant
material growth rates indicate.
j. All systems shall be personally observed by the Contractor during operation cycle at
least once per month to verify effectiveness of sprinkler operation.
k. Contractor shall throttle down valves enough to prevent useless fogging,
allowing droplets for effective watering.
I. Hours of scheduled operation will be programmed to minimize disease occurrence of
plant material and reduce possible nuisance from sprinkler operation to pedestrians or
vehicles. To prevent leaf burn of many plant species, do not operate the irrigation
system during warm daylight hours, generally between 9: 00 a.m. and 5: 00 p.m.
2. MAINTENANCE
a. Any repairs made by the Contractor will be in accordance with the original details
or as directed by Owner's Representative.
b. Repairs to irrigation system caused by conditions under which the Contractor
does not have any direct control shall be paid for by the Owner as extra work. Such
repairs are those caused by vandalism, normal wear and tear, storm damage (acts of
God), or by other parties. It shall be the Contractor's responsibility to report such
conditions immediately to Owner's Representative.
c. Contractor shall make minor repairs under this contract. Minor repair shall be
defined as an occasional repair such as a broken riser, which can be repaired easily
without the need of a specialist.
d. Malfunctions of any nature which are deemed to be the fault of materials
or workmanship still covered under original installation guarantee shall be reported
immediately to the Owner's Representative.
e. Contractor shall furnish his own hoses, nozzles, sprays, and controller keys as
required.
f. Any damages to system caused by Contractor's operations shall be repaired without
charge to the Owner. Repairs shall be made within one watering period.
g. lt will not be the responsibility of the Contractor to pay for heads requiring
placement. but he will be responsible for the labor involved.
Heads shall be of the exact type as previously installed. Substitution will be allowed
only with prior approval of City.
K. ADDITIONAL WATER LINE NOTES
1. SEPARATION BETWEEN WATER, SEWER, RECLAIMED WATER, AND OTl-lER
UNDERGROUND UTILITIES
Horizontal and vertical separation of water, reclaimed water, and sewer mains shall
adhere to State of California Department of Environmental Health "Criteria for the
Separation of Water Mains and Sanitary Sewers."
a. Horizontal Separation: Ten (1 O') foot minimum separation between water, reclaimed
water, and sewer mains shall be maintained. Any special situation requiring less
separation will require District approval.
b. Vertical Separation: Twelve (12") inches minimum separation
between water, reclaimed water, and sewer shall be maintained at all crossings, all
crossing should be at 90 degree angles horizontally. Normally, water, reclaimed water,
and sewer shall be located horizontally from the streets finish grade surface in
the order of the higher quality, i.e., water shall be above reclaimed, reclaimed above
sanitary sewer.
111. LANDSCAPE PLANTING
A. SCOPE OF WORK
1. This work shall consist of performance of soil preparation, planting and hydroseeding
of those materials called out on the plans and installation of material per the details
depicted on the plans. Bid price for this work shall include all labor, materials, tool
and equipment costs as well as any other appurtenances necessary for the completion
of this project.
B. PLAN
1. The p!an is diagrammatic. All plant material locations shown are approximate.
Plant symbols take precedence over quantities.
C. MATERIALS
1. PLANTS
a. All plants shall be healthy, of normal growth, well rooted and free of diseases and
pests. Quality and size shall conform to the state of California Grading Code of
nursery stock, number one grade.
b. Plant material shall not be root-bound. Owner reserves the right to reject any
and all material found to be defective. Defective material shall be removed from site
and replaced with acceptable material at Contractor's expense.
c. Contractor shall be responsible for damage to plant material due to negligence or
irrigation system failure during construction or during the maintenance period.
2. SEED
a. All seed is to be delivered to the job site unmixed and in separate sealed
containers. Each sealed container shall bear the seed suppliers tags indicating the
container weight, seed type, purity and germination.
b. All seed shall be labeled according to State and Federal Seed Laws.
c. A sample of each seed type shall be drawn and held for testing before_ seeding
operations. lf any discrepancy between specifications and germination material is
discovered, Contractor shall pay for seed tests by Ransom Labs (805) 684-3427, and
shall replace seeded area with specified mix.
D. SOIL PREPARATION
1. Planting areas of 4: 1 slope or less shall be ripped or serrated to a depth of six
(6) inches in a horizontal direction prior to any planting or irrigation installation.
2. Backfill mix and amendments shall be as specified from soil tests. All backfill and
amendments shall use native soil as a mix base. For bid purposes use:
7 ports on-site native soil
3 parts composted organic soil amendment -Greenways Environmental, LLC. or equal
17 lbs 12-12-12 NPK fertilizer per cubic yard
2 lbs iron sulphate per cubic yard
Contractor shall be responsible for obtaining soil tests and preparing backfill mix per
soil test recommendations. Submit soil test results to City Inspector for approval
prior to soil amending and/or backfilling.
3. General soil preparation for areas which are less than a 2: 1 gradient (amount per
1000 square feet)
4 cubic yards Greenways Best Soil Conditoner -Greenways Environmental, LLC.
1-949-380-8301
50 lbs. Humate Plus -TriC Enterprises 1-800-927-3311
25 lbs. granular fertilizer
50 lbs. Ag Gypsum
10 lbs. Soil Sulfur
4. Top dress all slope areas 2: 1 or steeper with the following lightly racked into soil
approximately 1•-2• depth -(amount per 1000 square feet)
6 cubic yards Greenways Best Soil Conditioner 1-949-380-8301
10 lbs. Soil Sulfur
1 gallon Plants Choice SR (sprayer applied) -Plants Choice 1-619-661-6712
E. PLANTING
1. General
a. Set plant plumb and ho!d rigidly in position until soil has been tamped firmly
around ball or roots.
b. Use only specified backfill mix for backfill of planter pit.
c. Backfill pit with mix ta half its depth and water thoroughly. Back fill remainder of
pit with mix. Tap down firmly to eliminate all air pockets. Do not compact.
d. Construct watering basins equal to diameter of pit excavated for planting
plant material. Depression of each basin shall be capable of holding a depth of 3
inches of water.
e. After watering, any settlement within basins shall be refilled to required grade with
prepared soil.
2. Container-Grown Plants
a. Can removal: Do not injure root ball. Carefully remove plants without injury or
damage to root ball. After removing plant, superficially cut edge-roots with knife on
three sides.
b. Box removal: Remove bottom of plant boxes before planting. Remove sides of
box without damage to root ball after positioning plant and partially backfilling.
c. Dig planting holes to accommodate root balls as per detail on plans.
d. Hand backfill and hand tamp leaving a slight depression around plants.
F. STAKING OF TREES
1. Stoke designated trees as per detail, with minimum of one stoke on windward side
of tree.
G. GENERAL
1. Maintenance for all palm planting areas will be for a minimum of 120 days
exclusive of other maintenance requirements for the project. The Contractor shall also
follow direct maintenance as specified. Refer to Specification Section J for additional
information and direction.
2. Mulch Application
a. All planting areas, with the exception of areas with slope gradients in excess of
25% ( 4: 1 and greater) shall receive a 3" layer of mulch.
b. Mulch material shall be recycled tree trimmings containing no grass, weed seed,
trash or other contaminants. Screened 3" to 3/8" fines. Greenways 'Pacific Mulch' or
approved equal. Available through
Greenways Environmental, LLC. 1-949-380-8301. Submit sample to City
Inspector for approval prior to bulk delivery to job site.
c. Additional mulch application may be required during maintenance/establishment
to maintain 3" layer depth due to settling and compaction.
H. GUARANTEE
All shrubs and trees shall be guaranteed by the Contractor for the following
lengths of time upon completion of the specified maintenance period:
1. All trees and shrubs for duration of maintenance period.
2. All one gallon shrubs -120 days.
3. All five gallon trees and shrubs -120 days.
4. All 15 gallon trees and larger -180 days.
I. MAINTENANCE
1. The entire project shall be completely and satisfactorily maintained for a period of
120 calender days. The Contractor shall call for the start of establishment/maintenoce
once the project is substantially complete -(100% hardscape, ftatwork and furnishings
installed -95% Planting & Irrigation installed). Establishment and maintenance period
shall commence upon the date of completion of the work, as authorized in a written
notice from the Landscape Architect after a 'start of establishment period' inspection
has been completed by the Owner's representative; and all punch 1ist items have been
corrected by the Contractor.
2. Maintenance shall consist, but not be limited to, the following:
a. Care and maintenance of plant basins for container stock. Removal of known
noxious weeds from project area.
b. Replacement of diseased or dead container stock.
c. Clearing of drainage structures of debris that might impede the flow of water
through them.
d. Weekly edging & mowing and/or inspection of all turf areas.
e. Removal of all trash, debris and plant litter from site.
f. Cleaning, brush or power washing of flatwork and furnishings at least one time, or
more if directed by the Owner or Landscape Architect.
g. Contractor shall be responsible for protecting the work from vandalism and
accidental damage. damage by frost or torrential rains. Any damage shall be promptly
repaired at no additional cost to the Owner.
h. Contractor is responsible for all repairs or replacements caused by acts of
vandalism, including removal of graffiti, and/or refinishing os required.
i. Contractor shall inspect the site no less than once per week during the
maintenance period.
2. Final Acceptace
a. The Contractor shall show evidence to the Landscape Architect that the Owner has
received all required manuals, accessories, maintenance recommendations, etc. before
final inspection can occur.
b. Notification by the Contractor shall be made in writting to the Landscape Architect
at least seven (7) calender days prior to final inspection for acceptance. The final
inspection of the work shall be made in the presence of the Owner's representative and
the City Landscape Inspector at the time the work is completed.
1--+---+-------------t--+---+---t----f I SH6EET I CITY OF CARLSBAD I SHE6ETS I
::==::::='_'::::::::PA::::R:::K::::S::::::::&:::::::::R:::EC::::R::::EA::::T::::10:::N::::::D::::E::::P::AR:::T:::M:::E:::N=T ~==~
IMPROVEMENT Pl.ANS FOR:
CITY OF CARLSBAD PARKS & REC.
DESIGNED BY: ET /PA DATE: XXXXXXX
DRAWN BY: __.E.._T ____ SCALE: AS INDICATED r----+---+-------------------1~--+---+----i-----1 PROJECT MGR.· PA JOB NO.: XXXXXXX
AOUAT/CS CENTER
LANDSCAPE ARCHITECT OF WORK: ¢1"ARK -DEVELOPMENT MANAC:¢ RLA. #2020
DATE:
DATE INITIAL
REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
PHILIP J. ARMSTRONG R.L.A.: 3413 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY:
RVWD BY;
PROJECT NO.
PO 08-06
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PLANNING
SITE DESIGN
LANDSCAPE
ARCHITECTURE
5751 flfll !IBIIT,Sl251
CARlSBAD. CA 91008
1160) 192-1121
FAX (l!O) 612-1935
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