HomeMy WebLinkAboutDWG 267-6N; CT 85-09; VISTA SANTA FE AREA B; 01-08DEVELOPER:
CALIFORNIA PACIFIC HOMES
9191 TO NE CENTRE DRIVE,SUITE L-101
SAN DIEGO,CALIFORNIA 82122
619 453~7181
PROJECT:
VISTASANTA FE -"B"
CARLSBAD TRACT NO. 85-9
LOT 1
LANDSCAPE
VISTA SANTA FE AREA B EAST
CT 85-9
PLANS
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-CAL~E:
ACER YO
DE~LA_RATION OF RESPONSIBLE_CJ;IARGE
I HEREBY DECLARE THAT THE DESIGN OF THE IMPROVEMENTS AS
SHOWN ON THESE PLANS COMPLIES WITH PROFESSIONAL STANDARDS AND
PRACTICES. AS THE LANDSCAPE ARCHITECT IN RESPONSIBLE CHARGE OF
THE DESIGN OF THESE IMPROVEMENTS, AS DEFINED IN SECTION 3703 IF THE
BUSINESS AND PROFESSIONS CODE, I ASSUME FULL RESPONSIBILITY FOR
SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK
OF THESE PLANS BY THE CITY OF CARLSBAD IS A REVIEW FOR THE LIMITED
PURPOSE OF ENSURING THAT THE PLANS COMPLY WITH CITY PROCEDURES
AND OTHER APPLICABLE POLICIES AND ORDINANCES. THE PLAN CHECK IS
NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF
THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT, THEREFORE RELIEVE
ME OF MY RESPONSIBILITY FOR THE DESIGN OF THESE IMPROVEMENTS.
APPROVED FOR PLANTING
AND IRRIGATION ONLY
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
1001
LICENSE NO.
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SHEET INDEX
TITLE SHEET
IRRIGATION PLAN
IRRIGATION DETAILS
IRRIGATION NOTES
IRRIGATION NOTES
PLANTING PLAN
PLANTING DETAILS
PLANTING NOTES
,--
' -----.. -•• ---· ---------·-1 :,
1:1111
I ( )R'.•L;M/SUMMU~S & MURf'HY, l~,C. Ii
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QTY APPRO'I/Al
RCf EXP __ _ DATE
RF,Vlt WEC BY r
INSPECTOR
~-' • T ~c_r_r_r·_o _F _c_: ,_\ R_r_,s_, B_A_D_. 1·8 · 7 -L_!__j _ PLANNING DEPARTMENT ~
VISTA SANTA FE -AREA ·s·
SUMMERWALK,CARLSBAD
T # EN SPACE.
OWN BY· _____ ..
CrlKD BV-----
RVWD BY ___ -----
JOB #510006-~
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MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI
RAINBIRD T-6-PC-T22-.65 POP-UP ROTOR Q 16-21' .63 25
RAINBIRD T-6-PC-T22-1.3 POP-UP ROTOR H 16-21' 1.2 25
RAINBIRD T-6-PC-T22-2.5 POP-UP ROTOR F 16-21' 2.4 25
RAINBIRD PA-BS 15 SERIES SHRUB SPRAY H,Q 12' 1.5,.75 20
RAINBIRD PA-BS 8 SERIES SHRUB SPRAY H,ADJ. 10' • 65,.43 20
CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD
HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION
HEAD RADIUS. -
INDICATES POP-UP BODY (RAINBIRD 1806sam POP-UP BODY, USE BOTTOM INLET.)
HARDIE 700 SERIES AUTOMATIC VALVE
BRASS LINE SIZE GATE VALVE-NIBCO OR EQUAL
PRESSURE MAINLINE: SCHEDULE 40 11/2" AND SMALLER
CLASS 315 2" AND LARGER -MINIMUM 18" 'BURY
PVC CLASS 200 LATERAL LINE -MINIMUM 12" BURY .
CONTROLLER STATION
GALLONS PER MINUTE
VALVE SIZE .
EXISTING RECREATION CENTER
NOTE:
CONTRACTOR SHALL ALLOW FOR CONNECTION NEW .______,
IRRIGATION TO EXISTING POTABLE SOURCE AT
RECREATION CENTER. -VERIFY LOCATION
C-c NT~~ <e:,+v=--L. L. ~ 1 Df=._ -r-0 c -4 f'L-US
cci-n 1,::'c:?u.,~ J lfJ9r.,.1::,-t,L-l~ll:7S S:;x~f--b
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FORSUM/SUMMERS & MURPHY, INC.
OATE l>IITIAL
---
-
APPROVED FOR PLANTING
AND IRRIGATION ONLY
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS LANDSCAPE ARCHITECTS : : ,NGINEER Of woRI< REVISION
--
·-----·
--
DESCRIPTION
.,·--·
IRRIGATION NOTES:
CONTRACTOR SHALL VERIFY STATIC PRESSURE AT THE SITE PRIOR TO
BEGINNING ANY WORK_ IF PRESSURE IS INADEQUATE TO OPERATE THE
SYSTEM DESIGNED CONSULT THE LANDSCAPE ARCHITECT PRIOR TO
STARTING ANY WORK. IF PRESSURE EXCEEDS 85 P.S.I., A WILKENS 500
SERIES PRESSURE REDUCER, LINE SIZE, WILL BE REQUIRED .
IRRIGATION MAINLINE AND VALVE LOCATIONS SHOWN ARE
SCHEMATIC. INSTALL MAINLINE IN LANDSCAPE AREA; ADJACENT TO
LATERAL LINE WHERE DESIGN ALLOWS. INSTALL VALVES IN
LANDSCAPE AREA, IN !:}HRUB BEDS WHEN POSSIBLE, SO THAT THE
VALVES MAY BE CONCEALED WITH PLANT MATERIAL
INSTALL ALL MATERIALS TO COMPLY WITH LOCAL CODES AND
ORDINANCES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF
ANTI-DRAIN VALVES ON ALL DRAINING HEADS. NO LOW HEAD
!)RAINAGE WILL BE ALLOWED.
CONTRACTOR SHALL ADJUST ALL HEADS TO ELIMINATE OVERSPRAY
ONTO FENCES, BUILDINGS, WALKS, AND PARKING AREAS.
FINAL LOCATION OF AUTOMATIC CONTROLLERS AND BACKFLOW
PREVENTERS SHALL BE DETERMINED BY OWNER OR LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION. OWNER SHALL PROVIDE 110
VOLT SERVICE TO CONTROLLER. IRRIGATION CONTRACTOR SHALL
MAKE FINAL HOOK-UP TO CONTROLLER.
ALL IRRIGATION SHRUB HEADS ADJACENT TO SIDEWALK SHALL BE
INSTALLED-WITH POP-UP -BODY AS SPECIFIEQ IN THE IRRIGATION
LEGEND. SUBSTITUTIONS SHALL ONLY BE ALLOWED WITH PRIOR
WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT.
SEE IRRIGATION LEGEND, SHEET L~, FOR DEFINITION OF SYMBOLS
AND DESCRIPTION OF MATERIALS.
STATIC PRESSURE
CONTRACTOR SHALL VERIFY STATIC PRESSURE IN FIELD PRIOR TO
STARTING ANY WORK.
IRRIGATION SYSTEM LAYOUT
DUE TO THE SCALE OF THESE DRAWINGS THE CONTRACTOR SHOULD
BE AWARE OF THE POSSIBILITY THAT THE NEED FOR MINOR
ADJUSTMENTS TO THE IRRIGATION SYSTEM MAY BE NECESSARY TO
PROVIDE PROPER COVERAGE_ THESE ADJUSTMENTS COULD INCLUDE
NOZZLE CHANGES AND/OR ADDITION OR -DELETION OF INDIVIDUAL
HEADS TO COMPENSATE FOR CHANGES MADE ON THE SITE.
IRRIGATION VALVE PLACEMENT
THE CONTRACTOR SHALL SET THE IRRIGATION VALVES IN SHRUB BEDS
WHENEVER POSSIBLE. THE VALVES ARE SHOWN IN A DIAGRAMMATIC
STYLE FOR THE PURPOSE OF PROVIDING A CLEAR CONSTRUCTION
PLAN_
PRESSURE COMPENSATING SCREEN
CONTRACTOR SHALL INSTALL ONE (1) RAINBIRD -PRESSU~E
COMPENSATING SCREEN PER HEAD IN ALL IRRIGATION
INSTALLATIONS. USE OF THE SCREENS WILL AID IN RADIUS
REDUCTION, OVERSPRAY CONDITIONS AND FOGGING IN ALL PRESSURE
SITUATIONS.
SLEEVING INSTALLATION NOTE:
SLEEVING SHALL BE MARKED AT EACH END AT THE TIME OF
INSTALLATION WITH A PAINTED SPOT ON THE BACK FACE OF THE -
CURB OR OTHER SIMILAR MARKING. METALLIC BACKED LOCATING
TAPE SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE
SLEEVE, 12" DIRECTLY ABOVE THE SLEEVE. TAPE SHALL BE MARKED
"IRRIGATION" IN 2" HIGH CAPITAL LETTERS EVERY THREE (3) FEET
ALONG TAPE.
\,_1,~DSCAPt "AS BUil T" ~ cf-9. * 1,1. s\lMMi,,9. -s; ,jJ ,}'-':'.. c:.J ~ --:-. ("'\ -. ~ '-' __, ~ ... --RCE EXP DATE
* 6-30-96~ ---·111. ' * t!',.. ... ~ REVIE\lv£D BY:
"'rt op C'-l''
~
INSPECTOR DATE
l I SHEET II CITY OF CARLSBAD II SHEETS I
' 2 ! L _ _ PLAN"1ING DEPA_RTMENT 11 _ . 8 _ -~ .. ---: -I ---+-·--"-----. VISTA SANTA FE -AREA 'B' ' --···----~---· -~ .,. _,,, _,, __
SUMMERWALK,CARLSBAD '
--·--·--· _ __j_ --··-··--··--. -__ _____,
LOT #1 OPEN SPACE I
-
~)ry 10241:,, I I • ' 6ATE I ASSISTANT PLANNING DIRECTOR ---DWN BY: __ .
O,_TE IN111AL DATE l>IITIAL CHKD BY ___ PRO_ECT~r o,wi-N-G NOi
CT _85-9 1 267-GN i OTHER APPl!0VAL OTY APPROV-'L RVWD BY . I,--
JOB #510006-B
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CONTROL VALVE
FINISHED GRADE \
SCHEDULE t:.o MALE ADA~P_T_O_R __ _
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1 CUBIC FOOT PEA GRA
PVC MAINLINE J
EDWOOD BLOCKS (2 REQUIRED)
SCHEDULE 80 ELL
SCHEDULE 80
NIPPLE
SCHEDULE 80 TEE/ELL
SCHEDULE 80 MALE ADAPTOR
REMOTE CONTROL VALVE
E~J ~Sl ~ ">o': <> JC-..... P.-~ \ .. ~ ,,
,----VALVE BOX
~-FINISHED GRADE
-GATE VALVE
~~~ REDWOOD BLOCKS
2REOUIRED
• \__ SCHEDULE 80 PVC
MALE ADAPTORS
PVC MAINLINE I CUBIC FOOT PEA GRAVEL
GATE VALVE
11111 S ii Jill II
STREET ELLS----.;::::-
MARLEX
Ill
F!/\JISHED GRADE
~1/11:
- ----POP UP BODY
USE BOTTOM INLET
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,----SCH 80 PVC NIPPLE
/
PVC LATERAL LINE -~ SCH 40 PVC TEE/ELL
SCH80
POP UP SPRAY HEAD
rFENCE!WALL
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PVC RISER-----
it---.--~1 1r nMS/ /CD GnADC
~--SCH 80 PVC NIPPLE
,,,_ __ STREET ELLS
MARLEX
SHRUB SPRAY
.. ... -. -IUIIJI
FORSUM/SUMMERS & MURPHY, INC:.
DATE INITIAL
APPROVED FOR PLANTING
AND IRRIGATION ONLY
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS LANDSCAPE ARCHIHCIS ';NGINEIR 0, WoRK I -
,.
lB.B_IGA TIQN_ LEGEND
SYMBOL
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MANUFACTURER DESCRIPTION PATTERN RADIUS GPM PSI RAINBIRD T-6-PC-T22•.65 POP·UP ROTOR Q 16•21' .63 25 RAIN BIRD T ..S·PC-T22·1.3 POP-UP ROTOR H 16·21' 1.2 25 RAIN BIRD T ..S•PC-T22-2.5 POP.UP ROTOR F 16-21' 2_4 25 RAINBIRD PA·BS 15 SERIES SHRUB SPRAY H,Q 12' 1.5,.75 20 RAINBIRD PA-BS 8 SERIES SHRUB SPRAY H,ADJ. 10' .65,_43 20
CONTRACTOR SHALL USE RAINBIRD PRESSURE COMPENSATING SCREENS WITH ALL RAINBIRD
HEADS LISTED ABOVE TO MINIMIZE FOGGING AND ASSIST IN THE REDUCTION OF IRRIGATION
HEAD RADIUS.
INDICATES POP-UP BODY (RAINBIRD 1806sam pop.up BODY, USE BOTTOM INLET.)
HARDIE 700 SERIES AUTOMATIC VALVE
BRASS LINE SIZE GATE VALVE -NIBCO OR EQUAL
PRESSURE MAINLINE: SCHEDULE 40 11/2" ANO SMALLER
CLASS 315 2" AND LAF,G:.~ • MINIMUM 18" BURY
PVC CLASS 200 LATERAL LINE· MINIMUM 12" BURY
CONTROLLER STATION,
GALLONS PER MINUTE,
VALVE SIZE •
L FINISH GRADE 6. 3/4" v-.iASHED CRUSHED
2, ROUND PLASTIC VALVE AG6RE6ATE BASE
BOX 4 COVER "T, BRASS NIPPLE 6" LONG
3, STRUCTURE OR HARDSCAPE 8, BRASS "10 STREET ELL
WHERE OCCURS FITTIN6
4, QUICK COUPLING VALVE. Cl. PRESSURE SUPPLY LI NE SET I" ABOVE GRADE
IN LAv-.iN AREA, OR 2"
ABOVE FINISH GRADE IN
10. BRA5S "lO STREET ELL
PLANTIN6 AREA 11. BRA5S "10 ELL
5. 8RA5S NIPPLE b" LONG
QUICK COUPLING VALVE
OJ ()
' rl
\.1,J\OSCAPt "AS BUil T" ~ '1-9. {:f ~ <,;\lMME,9. ~ (t CJ~ ,, '::'.,; c.., "5 ..... ('<'I
::Jc,: 'l~ -· RCE EXP.
*' 6--30--~~. -.-.oi.11
'-"r ~-~"tc REVIEWED BY:
l't uF c11ll
INSPECTOR
~ CITY OF CARLSBAD
PLANNING DEPARTMENT 3
-...... ·~---..
DATE
DATE
I SH~ETS I
I VISTA SANTA FE -AREA 'B'
I SUMMERWALK.CARLSBAD
I LOT #1 OPEN SPACE
! r<)YiJJ I(/,; z !f 2--
i -ASSISTANT PLANNING DIRECTOR / DATE
' ' ,, : DWN BY: I DATE INITIAL D~TE INITIAL CT~S~9--I '~67-6N°. CHKD BY REVISION DESCRIPTION O'!HER APPROVAi.. OTY APPROVAL RI/Wll BY: ii..-
JOB #510006-B
I.
11.
l.;,t;,.c:NAL
A. Permits and Fees
The Contractor shall obtain and pay for any and all, building permits as
required
B Manufacturer's Drrect,ons
Manufacturer's directions and detailed draw,ngs shall be followed ,n all
cases where the manufacturer of articles used furnishe,s directions
covering points not shown ,n the dr;;iwings and notes.
C. Ordinances and Regulations
All local, municipal and state laws, rules and regulations governir1g or
relating to any portion of irrigation work are hereby incorporated into and
made a part of these notes, and their provIsIons shall be carried out by the
Contractor. Anything contained In these notes shall not be construed to
conflict with any of the above rules and regulations or requirements of the
same. However, when these notes call for or describe materials,
workmanship, or construction of a better quality, higher standard, or larger
size than is required by the above rules and regulations, the provisions ot
these notes shall take precedence
D. Explanation of Drawings
1. Due to the scale of drawings, 11 is not possible to indicate all offsets,
fittings, sleeves, etc , which may be required. The Contractor shall
carefully investigate the structural and finished conditions affecting all
of his work and plan his work accordingly. furnishings such as fittings,
etc , as may be required to meet such conditions. Drawings are
generally diagrammatic and indicative of the work to be installed The
work shall be installed in such a manner as to avoid conflicts between
irrigation systems, planting and architectural features.
2 The Contractor shall not willfully install the irrigation system as shown
on the drawings when it Is obvious in the field that unknown
obstructions, grade differences or discrepancies in area dimensions
exist that might not have been considered in engineering. Such
obstruction or ditterence should be brought to the attention of the
Owner or Landscape Architect as soon as possible. In the event this
notification Is not periormed, the Irrigation Contractor shall assume full
respons1b1llty for any revision necessary
SUBMITTALS
A Material List
1 The Contractor shall furnish the articles, equipment, materials or
processes specified by name in the drawings and notes No
substitution will be allowed without prior written approval by Owner or
Landscape Architect
2 Equipment or materials installed or furnished without prior approval of
the Owner or Landscape Architect may be rejected and the Contractor
required to remove such materials from the site at his own expense.
3 Manufacturer's warranties shall not relieve the Contractor ot his
liability under the guaran1ee Such warranties shall only supplement
the guarantee
8. Record and As-Built Drawings
C
The Contractor shall provide and keep up-to-date complete as-built
drawings indicating locations, sizes, and kinds of equipment installed.
Prints for this purpose may be obtained from the Landscape Architect
at cost. This set of drawings shall be kept on the site and shall be
used only as a record set As built drawings shall be prepared by the
Contractor
2 These drawings shall also serve as work progress sheets, and the
Contractor shall make neat and legible notations thereon daily as the
work proceeds, showing the work as it is actually installed. These
drawings shall be available at all times for review and shall be kept in
a location designated by the Owner or Landscape Architect
3 Before the date ot the final observation, the Contractor shall transfer
all information from the 'as-built' prints to an ozalid sepia mylar,
procured from the Landscape Architect All worll shall be neat, in ink
and subject to approval of the Owner.
4. The Contractor shall dimension from two permanent points of
reference, building corners, sidewalk or road intersections, etc., the
location of the following items:
a. Connection to existing water lines.
b. Connection to existing electrical power.
c. Gate valves.
d. Routing of sprinkler pressure lines (dimension max t 00 feet
along routing).
e. Sprinkler control valves.
f. Routing of control wiring.
g. Quick coupling valves.
h. Other related equipment as directed by Owner.
5. On or before the date of the final approval, the Contractor shall deliver
one set of sepia mylars of ·as-built' plans to the Owner Delivery of
the sepias will not relieve the Contractor of the responsibility of
furnishing required information that my be omitted from the prints
Controller Charts
1. 'As-built' drawings shall be prepared by the Contractor and drawings
shall be approved by the Owner before the controller chans are
prepared.
2. Provide one controller chart for each controller supplied.
3. The chart shall show the area controlled by the automatic controller
and shall be the maximum ~l·e which the controller donr '"'/allow.
D
4 The chart is to be a reduced drawing of the aetudl 'as•bullt system.
However, in the event the controller sequence is not legible when the
drawing is reduced, 'it shall be enlarged to a size that will be readable
wher reduced.
5 The chart shall be a blackline or blueline ozalid print and a different
color shall be used to indicate the area of coverage for each station
6 When completed and approved, the chart shall be hermetically sealed
between two pieces of plastic, each piece being a minimum of 1 O mil
thick.
7 These charts shall be completed and approved prior to final field
observation of the irrigation system
Operation and Maintenance Manuals
Prepare and deliver to the Owner within ten calendar Clays prior to
completion of construction, two hard cover binders with three rings
containing the following information·
a. Index sheet stating Contractors address and telephone number,
list of equipment with names and addresses of local
manuf actu rer'S' representatives
b. Catalog and parts sheets of every type of malerial and
equipment installed.
c Guarantee statement
d. compl!Jle operating ,rnd mc11111t,n,1Ii.·" instruction on all maI0•
0quIpmfrnt.
/ lr1 ,HJ<1Il1or1 lo the above mentioned maintenance m,,rIuals, pruvId(! tt1e
appropr1at(~ rn.1InlPri,H1CP pPrc;orrnPl with Instn1c::t10n~ tor rna1or
P.q1 npnH-~nt
~11pply H1P ,1pprop11.ltt! r11.11r1ti>11.-,uv prn~,(JrlfH.J.I w11/1 1t1~• tnllinN111tj
ton I~~
.1 I wl1 •,i•t'., ul :,fH'1 1.11 toul:-, 1,~quu,id for r~imov111g, d1'"1<1:,-,~•n1hiHHl
Hl<i ,1d111',l111q P,1d1 lypP or ,;prmhl,~r and v.1l,1t• ~:t1ppliPd
d ( >,u, qt·11ck. uwpl,11 1-.,py .iru.1 111,,rr:h111q lu1,,,. ·--~1v11I f()1 ,•11p1y 111111
q1nd•, r·o11pl111q v-ilv,1~; 1r)<;L1ll~•d
1 lh• dlh.J\"! ,11,•r1t101H~d d4u1pr111ir1I :--.h<1li lH~ ltH11+>tl ovt!I lo lt1H Uw111i1 -ll
thP 1'rHwl,1•-,1rn1 <1l 1/H1 prn1nct twlnrP 1111;\I s11P oh,;,,.~rv.\111)r1 r:,rn O{Tllf
I LHl(1Iu14 ol t'V<: PIPE & FITTINGS
r he Corilrdcto, Is caut,oned tu ex(!r<.:Ise car(! Ir1 h,111dl1r1g, to.idIng.
unloading and storing of PVC p1p~1ttings All PVC pipe shall lie !lat so as
not to sub1ect It to undue bending of concentrated external load at any
point Any section of p,p., fh;il has been dent0d or daniaqPd will be
discarded and, if installed, shall ti<' replaced with n!lw pIpInq P,p., ;,nrl
fittings st,;,II rinl hR stored in rlirer;t sunt,qht
T ht! yuarantee for the spnnkl<Jr Irnqat1on systern shall hi:! rlk1<1e in
accordance with the attached form
2 A copy of lt1e guarantee form shall be included m tt1e operatIor1s and
maintenance manual
3 The guarantee form shall be retyped onto the Cnntractors lettP.rhead
and contain the following information
We hereby guarantee that the sprinkler irrigation sy;;t(!m we have furnished ana
installed is free from defects in materials and workmanship, and the work has been
completed in accordance with the drawing and notes, ordinary wear and tear and
unusual abuse or neglect and excepted. We agree to repair or replace any defects in
materials or worllmanship, including settling of backfilled areas below grade, which
may develop during the period of one year from date of acceptance and also to repair
or replace any damage resulting from the repairing or replacing of such defects at no
additional cost to the Owner. We shall make such repairs or replacements within 72
hours of notification that repair work is necessary In time after receipt of written
notice from the owner, we authorize the Owner to proceed to have said repairs or
replacements made at our expense and we will pay the costs and charges therefore
upon demand.
Ill
Pro1ect: -·· .....
L.ocat,on
Contractor
Address: ,,_ . _ .. _ . ·--------
Phone: -----------·---"•" ""--------------
Date of Acceptance: _____ ~----------~-------
MATERIALS
A. General: Use only new materials ot brands and types noted on drawings,
specified herein, or approved equals
B. PVC pressure main line pipe and fittings
1 . Solvent welded type pressure main line for si;:es 2" and larger shall be
PVC Class 315
2 Pipe shall be made from NSF approved Type I, Grade I PVC
compound conforming to ASTM resin specification D-1784. All pipe
must meet requirements as set forth in Federal Specification PS-22-
70, with an appropriate standard dimension (S.D. R.), solvent-weld
pipe.
C
D
t:
F
G
H.
3,
4,
5
6
l
Pressure main line piping for sizes t -t /2" and smaller shall be PVC
schedule 40 with solvent-welded joints.
Pipe shall be made from NSF approved Type 1, Grade I PVC
compound conforming to ASTM resin specification t 785 All pipe
must meet requirements set forth in Federal Specification f'S-22 70
(Solvent weld pipe.)
PVC solventweld fittings shall be Schedure 40, 1-2. 11-1 NSF
approved, conforming to meet ASTM 1es1 procRdure D-?466 RS
manufactured by Dura Industries.
Solvent cement and primer for PVC solvent-WAid pipe and f1tt1ngs
shall be of type and installation methods prescribed by the
manufacturer
All PVC P'P"' mus1 bear the following markings
a Manufacturer's name
b Nom,nRI pipe Sil')
C Schedule 01 Clas~
d Pressure rating In PS 1
e NSF (National San11ation Founde1l1(ir1) ;aµp«Jval
Date ot extrusion
g U PC Shield Logo (IAPMO Approval)
8 All f1tt1ngs shall bear the Manufacturer's name or trademark, matenal
designation, size, applicable I.P.S. schedule and NSF seal of
approval
F'VC Non-Pressure Lateral Line Piping
Non-pressure buned lateral line piping shall be PVC Class 200 wi1h
solvent-weld 10Ints
2. Pipe shall be made from NSF ;,pproved, Type I, Grade II PVC
compound conforming to ASTM resin specification D-1784 All pipe
must meet requirements set forth in Federal Specifications PS-22-70
with an appropriate standard dimension ratio
3 Except as noted ,n paragraphs 1 and 2 and part 8 of this section, all
requirements for non-pressure lateral line pipe and fittings shall be the
same as for solvent-weld pressure main line pipe and fittings as set
forth in part B of this section
4 Non-pressure lateral line piping installed on slope surface shall bl!
UVR-PVC schedule 40. Pipe shall be PVC 1120, Type I, Grade I,
manufactured In accordance with ASTM designation 0-2246 Fittings
shall be Schedule 40, and manufactured by Brownl,ne Pipe Company
5. ALL FITTINGS SHALL BE SCH. 40.
Fittings shall be UVR-PVC 1120, Type 1, Grade I manufacture
accordance with ASTM designation D-2246. Fittings sh be
chedule 40, and manufactured by Brownline Pipe CofTlpany
6 So ent cement shall be Brownllne Bond-T,te Solvent C ent when
fOini UVR-PVC pipe and fitting connections.
7 RIse1 sr II,ze,s shall be per detail
8 Pipe stabitiz shall be pe1 detail
9. Riser adapters~ all b(! of UVR-PVC ma rial wItn cocking ,crews ana
shall be Brown I in o SHR-550. SR , 00 01 SRA 700
0
Brass Pipe Fittings %J.;,.
1. Whe,e indicated on th
conforming to Federal S
awings usf.l red orass ~,,..;wed pipe
;c;it,on No. I/VW-P-351
2. Fittings shall bP re """ r,o arming tc i=eder~1 's(1Hc;,t1ciition No
WW·P 460
Copper Pipe Frtti
1 . Copper ,p.., shall be Type K , hard t1.Jm
shall e wrought solder pint type in accor
red AST M c\88 c!.lld fittings
ce with ANSI R· 16.22
2. ints shall be soldered w,th silver solde1. 4 o silver. 1 t,% copper,
t6% zinc; 24" cadmium and solidus at 1,125" , nd l1qu1ds at 1,145°
F, conforming to ASTM B206 and Federal Specific I0n 008 00655.
Thrust Blocks
1. Thrust blocks for ring-lite p,pe shall be of size and type required by the
manufacturer's installation guide.
2. Form thrust blocks in such a manner to prevent any concrete from
coming in contact with the pipe Thrust blocks shall be betwP,en solid
soil and the fitting.
Quick Coupling Valves
1 . Quick coupling valves shall have a one or two piece body designed for
working pressure of 150 P.S I operable with quick coupler key or
swivel key.
2. Ou1ck coupling valves shall be per detail
Backflow Prevention Units
1. Backflow preventers and/or vacuum breakers shall be of size and type
as indicated ·on the drawings. All sprinkler irrigation systems that are
using water from the potable water system shall require backflow
prevention. All backflow prevention units shall be installed in
accordance with requirements set forth by local codes and County
Hea~h Department requiremerits.
2. Wye Strainers at backflow prevention units shall have a bronzed
screwed body for sizes 2" and smaller and 125 lb. cast iron flanged
body for sizes 2-1/2" and larger. All wye strainers shall have a
minimum 30 mesh movel screen and shall be similar to Bailey No.
1 COB or aooroved eoual.
r•'I
I.
K
M
N
0.
APPROVED FOR PLANTING
AND IRRIGATION ONLY
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
FORSUM/SUMMERS & MURPHY, INC.
LANl)SCAPl A~CHITECTS
Check Valves
1. Swing check vaIves 2" and smaller shall be 200 lb. W.O.G. bronze
construction with replaceable composition, neoprene or rubber '<11sc
and shall meet or exceed Federal Specif1c:it101 1/VW v ~ 1,1 rI.a,, A,
Type IV
2. Anti-drain valves shall be of heavy duty virgin PVC co1blru,:tIor, with
F.I.P. thread inlet and outlet Internal parts shall be s1air1less sieel
and neopren(!, Anti-drain valves shall be field adIustabIe aqaios' draw
out from 5 to 40 feet of head Anti-drain and excess flnw v,1I,,, ,t1all
be similar to the Valcon ADV 01 apnrnv<>rl e11uaI
Gate Valves
1. Gate valves 3" ,rnd smaller ~t1aII b(! I.'!:> lb SWP brori,e yale ,.,Ives
with screw·in bonnet, non nsing stern and solid wedge disc, anrl ,1ic111
conform to Federal Specif•cc1t1on WW V-54, Type 1, Cl,is, A
2. Gate valv(!~ 3" and small(!r st1aII n;we 1nreaded ends an(f ,tHil tw
equipped with a bronze hano whePI
3. Gate valves 3' and smaller stIall b(! similar to those rnan11la,;1,,,.,.o by
Hanimond (609 Series) or approved equal
Control w,nng
1. The electrical system shall b(! Insta11ea in accordance· with the
National Electrical Code most recently adopted by the City
Connections between the automatic controllers and the elec'lric control
valves shall be made with direct burial copper with AWG•U F. 600
volt. Pilot wires shall be a dItterent color wire tor each automatic
controller Common wires shall be wh11e with a different color stnpe
for each automatic controll0r lns1aII ,n accordance with valve
manufacturer's spec1ficat1ons and wire chart In no case shall wire
size be less than No. 14.
2 W,nng shall occupy the same trench and shall be installed along lhe
same route as pressure supply or lateral lines wherever pcssible
3 Where more than one wire Is placed ,n a trench, the w,nng st,aII be
taped together at intervals of 1 O feet
4. An expansion curl should be provided within 3 feet of each wire
connection and at each change ,n direetion Expansion curls shall be
formed by wrapping at least five turns of wire around a 1" diameter
pipe, then withdrawing the pipe
5. Field splices between the automatic controller and electrical control
valves will not be allowed wIthou1 prior approval of Owner and/or City
6 All splices shall be made with Scotch L.ok No 3576 Connector SeaI1ng
Packs, Pen-Tile wire con11ector or approved equal use one
connector sealing pack for each splice
The automatic controller shall have tt,e nIIII;InuIr1 11unIbs11 ot stdl1ori, as
indicated on the drawings and shall be completely automatic ,n opera1,,in
It shall electronically sta11 the sprinkler cycle and elec1ro'n,r:ally time lhe
individual stations Controller and valve sh;all t,p ~, statPr1 ,n the ;rnq,,1,on
legend
Ouldoo, Automatic Con1rolle1 E:ncI0,;1J1<'
All automatic sprinkler controllers installed outside ur a Du1IJ1ng ~r1aII
be wall mounted within a vandal r"~istant automalic c1Jnlrnll8r
enclosure
:? The outdoor controll(!r enclosure shall De d.S ,pec1fl(!d ,n lhe drc1w11Igs
Enclosures shall be equipped with an onmtt switch fnr I t O volt power
supply to controller
3 Pa,nt controller enclosure complet(!ly 111s1d" and out w1tt1 two coats ot
rust-resistant paint per Owners direction pnnr to ins1aII,ng controller
Color and type to be selected by Owner
Control Valve Boxes
Use 9" X 24" round box for all gale valves, Brooks (or app,overl
equal)
2 Use 9-1/2" X 16" X 11" rectangular box with green bolt-down cover for
all electrical control valves, Carson Industries 1416· 12B or approved
equal.
Sprinkler Heads
2
3
All sprinkler heads shall be of the same size, type and shall deliver the
same rate of precipitation with the diameter (or radius) of throw.
pressure and discharge as shown on the plans.
Spray heads shall have a screw adjustment
Riser units shall be fabricated in accordance with the detail shown on
the plans.
IV.
4 Riser nipples for all sprinkler heads shall be the same size as the nser
opening in the sprinkler body.
5 All sprinkler heads of the same type shall be of the same
manufacturer
INSTALLATION PROCEDURES
A Site Conditions
1. Exercise extreme care in excavating and working near existing
utilities. Contractor shall be responsible for damages to utilities which
are caused by his operations or neglect. Check existing utility
drawings for existing utilities locations.
2 Coordinate installation of the sprinkler irrigation materials, including
pipe, so there shall be NO interference with the utilities or other
construction or difficulty in planting trees, shrubs and ground covers.
3 The Contracto, shall carefully check all grades to satisfy himself that
he may safely proceed before starting work on the sprinkler irrigation
system
B Wat0r Supply
C
0,
E.
Sprinkler irrigation system shall be connected to water supply points
of connection as indicated on the drawings.
2 Connections shall be made at approximate locations as shown on
drawings. Contractor is responsible for minor changes caused by
actual site conditions.
Electrical Supply
Electrical connections for automatic controller shall be made to
electrical points of connection as indicated on the drawings.
2 Connections shall be made at approximate locations as shown on
drawings. Contractor Is responsible for minor changes caused by
actual site conditions.
Trenching
1. D,g trenches straight and support pipe continuously on bottom of
trench. Lay pipe to an even grade. Trenching excavation shall follow
layout indicated on drawings and as noted.
2. Provide a minimum of 2411 of cover for all pressure supply lines 3" and
4" in size.
3. Provide for a minimum of 18" of cover for all pressures supply lines 2-
1/'2" and smaller.
4. Provide for a minimum cover of 12" for all non"pressure lines.
5 Provide for a minimum cover of 18" for all cable wiring in conduit. and
24" for direct burial cables
Backfilling
, The trenches shall not be backfilled until all required tests are
performed. Trenches shall be carefully backfilled with the excavated
materials approved for backfilling, consisting of earth, loam, sandy
clay, sand or other approved materials, free from large clods of earth
or stones. Backfill shall be mechanically compacted in landscaped
areas to a dry density equal to adjacent undisturbed soil in planting
areas. Back1ill will conform to adjacent grades without dips, sunken
areas, humps or other surtace irregularities.
2. A fine granular material backfill will be initially placed on all lines. No
foreign matter larger than 1/2" in size will be permitted in the initial
backfill.
3 Flooding of trenches will be permitted only with approval of Owner
and/or City.
4. If settling occurs and subsequent adjustments in pipe, valves,
sprinkler heads, lawn or planting, or other construction are necessary,
the Contractor shall make all required adjustm~nts without cost to
Owner.
"AS BUILT"
RCE ___ _ EXP. DATE
REVIEWED BY:
INSPECTOR OATE
1-----+--+-------------+--+---t---t-----t l SH4EET I CITY OF CARLSBAD I SHESETS I PLANNlNG DEPARTMENT :::.===--==========:::::..:::::=::::::::;
VISTA SANTA FE -AREA 'B'
SUMMERWALK,CARLSBAD
LOT,#1 OPEN SPACE
l---+---+-------------------l-----,----+----t----1 :=A=S=S=IS:::;T=A=N=T=P=,L=A=N=N=IN~G~D=IR=E=C-::T_O=R======-===~=O=A=TE===:::;
OWN BY: -~-.11 PROJECT NO. Jf'RAWING NO.
~~ :r--:LCT 85-9 _ 267-GN
DA TE l'IITIAL
1 , ,N G1>1EE:R or WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL
OlllE!l Af'PROV"1. aTY APPROVAL
JOB #510006-B
I
F. Trenching and Backfill Under Paving
1. Trenches located under areas where paving, asphaltic concrete, or
concrete will be installed shall be backfilled with sand (a layer 6"
below the pipe and 3" above the pipe) and compacted to equal the
compaction of the existing adjacent undisturbed soil and shall be left
in a firm unyielding condition. All trenches shall be left flush with the
adjoining grade. The sprinkler irrigation contractor shall set in place,
cap and pressure test all piping under paving prior to 1he paving work.
2. Generally, piping under existing walks is done by jacking, boring or
hydraulic driving; where any cutting or breaking of sidewall<$ and/or
concrete is necessary, it shall be done and replaced by the Contractor
as part of the contract cost. Permission to cut or break sidewalks
and/or concrete shall be obtained from the owner And/or City. No
hydraulic driving will be permitted under concrete paving or A.C.
paving.
G Assemblies
H.
1 _ Routing of sprinkler irrigation lines as indicated on the drawings is
diagrammatic. Install lines (and various assemblies) in such a manner
as to conform with the details per plans.
2. Install NO multiple assemblies on plastic lines. Provide each
assembly with its own outlet.
3. Install all assemblies specified herein in accordance with respective
detail In absence of detail drawings or specification~ p!'r1CJining to
specific items required to complete work, perform such work in
accordance with best Owner.
4 PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and
moisture before installation. Installation and solvent welding methods
shall be as recommended by the pipe and fitting manufacturer.
5 On PVC to metal connections, the Contractor shall work the metal
connections first. Teflon tape, or approved equal, shall be used on all
threaded PVC to PVC and on all threaded PVC to metal Joints Light
wrench pressure is all that is required. Where threaded PVC
connections are required, use threaded PVC adapters into which the
pipe may be welded.
L,ne Clearance
All lines shall have a minimum clearance at 6' from each other and from
lines of other trades Parallel lines shall not be ins1alled directly over one
another.
I. Automatic Controller
Install as per manutacturer's instruction. Remote control valve$ ,t,,111 b<-<
connected to controller in numerical sequence as shown on the drawinqs
J. High Voltage Wiring for Automatic Controller
120-volt power connec1ion to the automatic controller st1a11 t_,,,
provided by the lrriga1ion Contractor
2 All electrical work shall conform 10 local codes, ordinances and union
authori1ies have jurisdiction.
K. Remote Con1ro1 Valves
Install where shown on the drawings and details When grouped together,
allow at least 12" between valves Install each remote con1rol valve in a
separate valve box.
L Flushing of System
1. After all new sprinkler pipe lines and risers are in place and
connected, all necessary diversion work has been completed, and
prior to installation of sprinkler heads, the control valves shall be
opened and a full head of water used 10 flush ou1 the sys1em.
2. Sprinkler heads shall be ins1alled only alter flushing of the system has
been accomplished to the complete sat1sfact1on of the Owner
M. Sprinkler Heads
1. Install the sprinkler heads as designa1ed on the drawings. Sprinkler
heads to be installed shall be equivalen1 in all respects to those
itemized on plans and in details.
2. Spacing of heads shall not exceed the maximum 1nd1cated on the
drawings. In no case shall the spacing exceed the maximum
recommended by 1he manufacturer.
N. Existing Trees
0
p
Where it is necessary to excavate adjacent to existing trees, the Contractor
shall use all possible care to avoid injury to trees and tree roots.
Excavation in areas where 2" and larger roots occur shall be done by hand.
All roots 2" and larger in diameter, except directly in the path of pipe or
conduit, shall be tunneled under and shall be heavily wrapped with burlap
to prevent scarring or excessive drying. Where a ditching machine is run
close to trees having roots smaller than 2" in diameter, the wall of the
trench adjacent to the tree shall be hand trimmed, making clean cuts
through. Roots 1 •· and larger in diameter shall be painted with 1wo coats ot
Tree Seal or equal Trenches adjacent to trees shall be closed within 24
hours; and where this is not possible, the side of the trench adjacent to the
tree shall be kept shaded with burlap or canvas.
Field Quality Control
1 Adjustment of the System
2.
a The contractor shall llush and adJust all sprinkler heads for
optimum periormance and to prevent possible overspray onto
walks, roadways, and buildings as much as possible.
b. It it is determined tha1 adjustments in the irrigation equipment will
provide proper and more adequate coverage, the Con1ractor
shall make such adjustment prior to planting. Adjustments may
also include changes in nozzle sizes and degrees of arc as
required.
c Lowering raised sprinkler heads by the Contractor shall be
accomplished within 10 days alter notification by Owner
d All sprinkler heads shall be set perpendicular to finished grades
unless otherwise designated on the plans.
Testing of irrigation system
a The Contractor shall request the presence o1 the Owner at leas1
48 hours (two working days) 1n advance of testing
b Test all pressure lines under hydrostatic pressure o1 150 lbs. per
square inch and prove watertight. Testing of pressure main lines
shall occur pnor to installation of electrical control valves.
c. All piping under paved areas shall be tested under hydrostatic
pressure of 150 lbs. per square inch and proved watertight prior
to paving.
d Sustain pressure in lines for not less than 2 hours. If leaks
develop, replace joints and repeat test un111 entire system is
proven watertight.
e All hydrostatic tests shall be made only in the presence of the
Owner. No pipe shall e backfilled until it has been inspected,
tested and approved.
f'
g
Contractor shall furnish necessary force pump and all o1her tes1
equipment.
When the sprinkler irrigation system is completed, perform a
coverage test in the presence of the Owner to determine if the
water coverage for planting areas 1s complete and adequate.
Furnish all. materials and periorm all work required to correct any
inadequacies of coverage due to deviations from plan, or where
the system has been willfully installed as indicated on the
drawings when it ,s obviously inadequate, withou1 bringing this to
the attention of the Owner. This tes1 shall be accomplished
before any ground cover is planted.
h Upon completion of each phas1J at work, the entire system shall
be tested and adjusted to meet site requirements.
Field Observation Schedule
1. Contractor shall be responsible for notifying Owner in advance for the
following field observations according to the tim1l indicated:
a. Pre-Job Conference - 2 days prior notice
b. Pressure supply line installation and testing• 2 days prior notice
c. Coverage tests - 2 days prior notice
d Final field observation - 2 days prior notice.
Q Maintenance
t. The entire sprinkler irrigation system shall be under full operation for a
period of 7 days prior to any planting.
2 The Owner reserves the nght to waive or shorten the operation period.
3 Landscape irrigation system shall be fully maintained by the
Contractor for a period of 90 days prior to final acceptance by 1he
Owner. This period may be extended if the maintenance provisions.
R. Clean-Up
Clean-up shall be made as each portion of work progresses. Refuse and
excess dirt shall be removed from the site. All walks and paving shall be
broomed or washed down Any damage sustained on the work of others
shall be repaired to original conditions.
S. Final Field Observation Prior to Acceptance
1 .
2
3
The Contractor shall operate each system in its entirety for the Owner
at time of frnal field inspection. Any ,terns deemed not acceptable
shall be reworked to the complete satisfaction of the Owner.
The Contractor shall show evidence that the Owner has received all
accessories, charts, record drawings and equipment as required
before final field observation can occur.
End of maintenance shall occur only on the written acceptance by the
Owner.
APPROVED FOR PLANTING
AND IRRIGATION ONLY
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
I
-·--IYIII
FORSUM/SUMJ\,1ERS & MURPHY, INC.
LANDSCAPE ARCHITECTS
"AS BUILT"
RCE ___ EXP. DATE
REVI Ell/ED BY
INSPECTOR DA TE
1----+--:-=.-=.-=--=---·:· __ -.=_-,~~-~===-=--=--... -.... ,-.. _-__ -___ -... ~~:~~-~-=-~~~-=-~~-~.:-,=-~-=--..... LU_ CITXAN~~G £A~T~N~AD I SH~ETS I
~--·---+----+--------~---------------f.·---+--·-+----1---1~----------------------~
t----+---+--.. ~----------·-------+----+---+---+---
.-DA l£ llli!IT\AL. DA TE INITIAl. DA TE INITIAi.
: ;_N GINUR OF WoRK RE\/lSION DESCRIPTION OTHER APPROVAL CITY APPROVAL
VISTA SANTA FE -AREA 'B'
SUMMERWALK,CARLSBAD
LOT #1 OPEN SPACE
JOB #510006-B
C
0
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NORTH
SCALE 1/8"= 1'-O"
8 16 24
LOT
.....----~j-] ? u:=:v$ T,::, Bf:S
Ff-A-&HJ ~H-c;:; fl.,, ITISD
f"f'-oH Pl.PT'?~ 1'2-11 i;?,o,
EXISTING RECREATION CENTER
NOTE:
---.,.. ____ CONTRACTOR SHALL ALLOW FOR 2-36" BOX
32
TO BE LOCATED IN FIELD BY LANDSCAPE ARCHITECT.
APPROVED FOR PLANTING
AND IRRIGATION ONLY
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
.....
111111
FORSUM/SUMMERS & MURPHY, INC
LANDS( Af'I AR(HIHCTS
--·--r·--·---
~---·
~--· ~-··------"-
~
,._ .. ~~~~
~
DATI INITIAL
: • _N GIN(ER Of WORK
'
-------···------
-~·---'" -----
-~~---· _,. ··--·~-~------
'--•··--·--
REVlSION DESCRIPTION
PLANTING NOTES
At the conclusion of rough grading, an agronomic soils report shall be prepared
by the owner and furnished to the contractor, and all recommendations from such
report shall be incorporated by the contractor into installation of all planting
areas.
All tree & shrub material specified mustmeet standard industry specifications for
the container size indicated. If Contractor cannot locate material of acceptable
size at the time of installation, contact Landscape Architect for species
substitution; down-sizing or substitution of plant material without prior approval
of Landscape Architect will not be allowed.
Conceal all irrigation valves in shrub areas.
Tree locations shown on plan may require adjustment in the field. Whenever
feasible, trees should be planted a minimum of ten (10) feet from all underground
utilities, streetlights, hydrants, and out of drainage flow lines. Should this not be
possible, contact the Landscape Architect for decision on placement.
Remove trellis from all vines and attach to·.fence or wall.
Ground cover type shown shall be planted in all shrub areas. Ground cover shall
be planted at 12" on-center uniform triangular spacing, and shall be continuous ·
under all tree and shrub masses as shown on plan.
Sod lawn shall be 'Marathon lie' turf-type dwarf fescue.
Available from Southland Sod Farms (805) 488-3585 .
All trees shall receive deep root barriers.
For planting legend and details, see sheet L -1
\..1>,~DSCAP.f "AS BUil T" {f ~ c;llMMt,i;, '1,9C}
,$' r-f ".'.-<
'-' "S ~ "" -' ii(') __, ~ __, -RCE EXP.
* lhl0-96 * ...... ·o.i. .,.,,. -~ REVIEWED BY:
l'.f OF CA\.\
INSPECTOR
DATE
DATE
! SHEET 11 CITY OF CARLSBAD 11 SHEETS I
IL~. J _ 6 ; L PLANNING DEPARTMENT
-·
' VISTA SANTA FE -AREA ·s· I .,.,. -
I ·-.. ,. -I SUMMERWALK,CARLSBAD !
. ,----·-·-... --' .. - ---·-,. -~ I I
•---~--I LOT #1 OPEN SPACE I I >"•~-n•-•-I
I ASSISTANT PLANNlfl!,t, .. l:!IRECTOR DATE I
DWN BY: -·--. -·--· PRO..t:CT~r RA'MNG NO. DAll: INITIAL. DATl: INITIAL CHKD BY CT 85-9 II 267-GN ----
OTHER APPROVAL. err, ,\PPROVAI. RVWD BY ---It,-.--
JOB #510006-B
' ~,c
-
rnr,
"-'" = -'ii-p -~
• I I , I I""::
11:::0T
O.\LL
,. lie---,=
--(J) 1 ;z· O!A P'.'C ::t_[[V[S OVEn ,vine
~-(I) 8" ,.'._c;oor: CU,1:10' rcn CACI/ T:1[[
IN TUnF MFG 13Y O[FP nOOT COFiP
(711) 898-0563
~-(2) ·cucr:s/L:_· Lr"1.1Ti,. /,Ncuons 1~1rG
D,' V ! T r'FiOCUCTS (C 19! 6 73-1 760
~-ncrEn T8 rncc PL/,!;T/NG OET-",IL ran
PLANTING /t,'S TllUC T IONS
NOTE: USE FOR ALL 35" BOX OR LARGER SIZE SPECIMEN TREES
AT DIRECTION OF OWNER OR LANDSCAPE ARCIIITECT
\..!.1.i.'
GUY STAKED SPECIMEN TREE
PrJEVA Ii. ING l WINO l
~ •m1111~ ~-(_;~~:;;OLE
PLAN VIEW TnEE TRUNK
---.....,._ _____ (:.')'TWIST on,,cc TnCE TIES NAIL w
(2) GALVANIZED NAILS@ EACH ENO
MP'G. BY VI.T PnODUCTS (619) 673-1760
---------/21 2" x 8' LODGEPOLE$
lL~:-=1q ---·t-----11; 9· Anoon GuAno FOR EACH TREE
/ IN TURF MFG BY DEEP ROOT CORP
ROOT
BALL
/ 36' (714) 898 0563
~---t!NIS/1 cnADE
----RCFEn TO Tncc PLANTING DETAIL Fon
PLANTING INSTRUCTIONS
-----NATIVE SUBGRADE
NOTE· USE FOR AL!._ 24" BOX OR 15 GALLON SIZE TREES
DOUBLE STAKED TREE
12·
0
ROOT
BALL
ROOT
BALL
~·: :.:·. ·:-·-.-··.· . . . . . . . . . . . .
--TOP OF ROOT BALL TQ DC I . AGOVE
FINISH GRADE
~-3. HIGH BASIN FOR ALL TREES
NOT IN LAWN
~--r!NISH GRADE
H,;,,.,:,,i.w.c. ___ PLANTING TABLETS
!SEE SCHEDULE FOR QUANTITY/
TREE PLANTING
~--TOP OF ROOT BA/.L TO BE I· ABOVE
r/NISH GRADE
ffi'il.u.=;;.._ __ PLANTING TABLETS
(SEE SCHEDULE FOR QUANTITY)
"l~~·~;_;· ·~· ~-~~-~~j-----COMPACT SOIL AT BOTTOM OF PIT TO
·if PREVENT SHRUB FROM SETTLING
' AMEND PER SOILS REPORT
'-----NATIVE SUBGnAD[
, \'107"' 1 CF noo T DA L
SHRUB PLANTING
----1;,111
NOTES·
. -
•
PLANTING LEGEND
~LJW D ~
SOILS REPORT
At the conclusion of rough grading, an agronomic soils report shall
be prepared by the owner and furnished to the contractor, and all
recommendations from such report shall be incorporated by the
contractor into installation of all planting areas.
2 I. FINISH GRADE
2, I PIEC.E MOLDED 4
RIBBED ROOT BARRIER
RIBS TO BE A MIN. OP
1/8" V'llDE X 1/2" DEEP X
18" HIGH
B. B/4" GRAVEL
4_ ROOT BALL
5. NATIVE SUBGRADE
IN NON-GRATED AREAS, TOP OF ROOT BALL TO BE 1-1/2" ABOVE
FINISH GRADE. FINISH GRADE TO BE LEVEL WITH TOP OF C.URB.
FOR PLANTIN0, REFER TO TREE PLANTING DETAIL.
FOR STAKING, REPER TO TREE STAKING DETAIL.
ROOT CONTROL BARRIER
,t
' _J
D._
PLANT MATERIAL LIST
IREM;
. ._,l:cc.>-~ : ;....,-,--,
,. .,,
SHRUBS:
RAP BAL
RAPCLA
RAPHIOLEPIS INDICA 'BALLERINA'
INDIA HAWTHORNE
RAPHIOLEPIS INDICA 'CLARA'
INOIA HAWTHORNE
GROUND COVER:
HED N.P.
SOD LAWN:
HEDERA HELIX 'NEEDLEPOINT'
ENGLISH IVY
SOD LAWN SHALL BE 'MARATHON lie' TURF-TYPE DWARF FESCUE,
PLANT TABLET SCHEDULE
G'10 POWEH rLANTING TABLETS FOl1 CONTAINER GROWN Pl ANTS
ft..~r '?lz-e PL.,,O>Hi7 -• • • • • --· 1 r~
1 GALLON COr',TAINtR RcCEIVES • •,, • • • • • • 2 TABLETS
5 GAi I ON CONTAINFR RECEIVE'S -... • • • • • • 6 TABLETS
15 GAILONCONTAINf:HRECEIVE'S , .......... 12 TABLETS
2C OOX 11cC[IV[S • • • • • • • • • • --- • • • • • • • • • • i 4 TABLETS
2J" flOX ReCEIVES • • • .. • • • • .... • .. • .. " .. 14 TABLE TS
:10· llOX 11E.CEIVES • • • • • • • • • • • .. • ... •• • • •• • 16 TABLETS
36' llCX RECFIVFS .... • • • • • • • • • • • • • • • • • • 18 TABLETS
12" ElOX RFCEIVES .. • • • • • • • • • • • • • • • • • 20 TABLETS
·1B· BOX RFCEIVES • • • • • • • • • • • • • • • • • • • • 22 TABLETS
60" BOX clECFIVES • • • • • • • • • • • • • • • • • • • 32 TABLETS
FOR LARGl::J< BOX SIZES USE 3 TABLETS FOR EACH 1:2•· OF
C/\. IPfR SIZE MF-ASURED 14" A80VE FINISH GRADE
"AS
-· RCE EXP.
* 6-30-96
111orMnQo11 * u',.)' -~~'t, REVIEWED BY:
1'£ OF CA\ I
INSPECTOR
BUil T"
DATE
DAlE
~ CITY OF CARLSBAD I SHSETS I l---+--+-----------------+---+---+---+----1 l _!_J ._ PLANNING DEPARTMENT
l------l-----+---------------'---------+----t---t---1-·--t -I
VISTA SANTA FE -AREA 'B' .. :
·~ SUMMERWALK,CARLSBAD
LOT #1 OPEN SPACE
?:ftU !1/~2//f_S APPROVED FOR PLANTING
AND IRRIGATION ONLY
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
F(JRSUM/SUMMERS & MURPHY, INC. ASSISTANT PLANNING DIRECTOR
D'M>I BY: I'
0DAlE -] I ANI !SCA!'[ '\RCHITECTS
DAT[ INITIAL r
: 'NGINITR Of WoRK REVISION DESCRIPTION
PROJECT NO. rRAWING NO. ~ '. DflTI: INITlAl D"TE: INlllAl CHKD BY: IL_CT 85-9 267~6N OTHER APPROV,\l CITY APPROV,\l RV'M) BY:
JOB #510006-B
C
PLANTING NOTES
GENERAL SITE PLANTING
The Owner shall have a soil analysis made after completion of the rougn grading.
The Contractor shall incorporate all soil amendments and fertilizers pre,cribed
therein The soil preparation specified below shall be adjusted according to the
analysis
I WEED CONTROL FOR LAWN, SHRUB & GROUND COVER AREAS (Except
Slopes)
A Remove all existing weeds from surtace. Remove all roots 01 8e,muda-
Johnson Grass, etc and dispose of ott site
B. Install irrigation.
C, fertilize all shrub/ground cover areas Apply 1 O lbs. of 16-20 Q con1;nercial
fertilizer per 1,000 sq. ft or as directed by soils report
D. Water all shrub/ground cover areas for three weeks to germ,nate weed
seeds. Apply water at low rate to avoid erosion
E Apply systemic weed killer 'Round-Up' to all planting areas per
manufacturers recommendations HEFe>laDE:: AF'f'I.JCA10F-6t--W.L W
J.-lcal~ED ~ 7He-~Afe OF CAJ.J~IA ,
F_ Install shrubs/ground covers as soon as 'Round-Up' has d,ss,pated,
according to manufacturer's specifications
II SOIL PREPARATION & FINISH GRADE
111.
A Rough grade; Site to be received by Landscape Contractor to within t 11 O
foot plus or minus by owner based upon Civil Engineer's grading plan
B. Finish grade Finish grading to consist of grading, raking and hand work
necessary to achieve desired contour and flow line patterns, based upon
Civil Engineer's plans, resulting in evenly finished surtaces free of debris
and litter,
C. Spread over all lawn, shrub and ground cover areas, amendments and
fertilizer prescribed in soils report. Thoroughly mix into soil to depth of 6" or
more and fine grade, Shape mounds as shown on plans Contractor to
import soil necessary to attain design grades and berms, all import soil
shall be free of weeds, debris, and have balanced pH Smooth and even
grading without depressions or high spots, to provide smooth and even
surtaces for proper drainage Final grade shall be 1" below walk/top of
curb, Remove from the site all stones over 2· in size
PLANTING
Plant trees, shrubs and ground cover as called for where indicated on Planting
Plan and as detailed on Planting Plan and as detailed on Planting Detail Sheet.
Substitutions of plants will not be accepted unless approved by Landscape
Architect
A. Ground Cover -Flats and/or Cuttings
All plant materials specified as rooted cunings or flat stock on Plant11,g Plan
shall remain in the flats until time of transplanting. The flat so,I shall
contain sutticient moisture so that soil does not fall apart when htt,ng plant
from flat, Ground cover plants shall not be allowed to dry out before or
while being planted Roots shall not be exposed to the air except while
actually being planted. Wilted plants will not be accepted At the t,me of
planting, the soil around each plant shall be firmed sutticiently to force out
air pockets. Plants to be planted in triangular spacing as specified o.c (on
center) All cuttings shall be minimum of 6" ;long. Install plants in 6"x6"
planting pits. Water immediately after each planting until one inch of water
penetration is obtained. Care shall be exercised at all times to protect the
plants after planting. Any damage to plants by trampling 01 other
operations of this contract shall be repaired immediately.
B. Shrubs & Trees
Plant all container-grown plants in planting pits, two limes wider and two
times deeper than the container, as detailed on Planting Detail Sheet.
Thoroughly mix 1/3 organic backfill (Nitrolized Redwood Shavings or equal)
and the amendments specified in the soils analysis with the site soil, prior
to backfilling of planting pits. Install Plant Tablets, per the manufacturer's
instructions and as detailed on Planting Detail Sheet. Contractor shall
construct basins around all trees not in lawn areas; basins shall not
exceed top of root ball crown.
C. Top Dressing
Top dress all ground cover and shrub areas with ~• thick layer of OGC
organic ground cover.
D, Staking
Stake all trees as detailed on Planting Detail Sheet.
IV, SPECIAL BACKFILL MIXES
A. Azaleas -Use pure Peat Moss.
B. Camellias & Ferns -Use 50% Peat Moss. 25% Forest Humus and 25%
Site Soil.
• C. Pots and Planters -Use Kellogg's Indoor Planter Mix,
V.
VI.
SOD -See Planting Detail Sheet for Sod Type
A Areas shall have a smooth and continual grade between existing or fixed
comrols, such as: walks, curbs, catch basins. Roll, scar,fy, rake Rnd level
as necessary to obtain true, even soil surface.
B. Apply fertilizers as specified on Planting Detail Sheet and mix into the soil
C Sod shall be installed the same day 11 is delivered Sod shall r>Ot be lett on
pallets in the hot sun. Contractor shall be responsible for ,any and All
damage to sod not installed on day of delivery.
D Unroll sod carefully and place 111 staggered pattern of strips SorJ ,1,a11 tlP
ins1alled against adjacent strips.to eliminate Joints anrJ RdqPs
E Tnm sod to conform to lawn shapes designated in tt1e PIant1r1g f'l.-111
F After sod 1s laid, it shall be imgatea tt1orough1y 10 prov1<Je 1110,51,,,e
penetration to at least 6" into prepared soil
G All sod in sodded areas shall be handled and laid ,n a high standard
workmanship manner. All ends. joints, and cuts shall flt tightly so thal there
are no voids and the final appearance is one of a contin1m1Js la"'n
Sections of sod less than 18" long or 9" wide shall not bf! used
H No sod area will be accepted until approved by the Landscape Ard11tect
HYO ROSE ED TURF
Hydro seed all areas and designated as 'Hydroseeded 1 urf' See Planl,ng Detail
sheet for type a~d quantity of seed mix, fertilizer and additional amendments
A Application
1 Eauipment: Hydraulic equipment used for the appl1cat1on of the
fertilizer, seed, and fiber pulp, shall be of the 'Super Hydro-Seeder'
type, as approved by the Landscape Architect This equipment shall
have a built-in agitator system and operating capacity sufficient to
agitate, suspend, and homogeneously mix a slurry containing not less
than 40 lbs. of fiber mulch plus a combination of 7 lbs. fertilizer solids
for each 100 gallons of water. The slurry distribution lines shall be
large enough to prevent stoppage and shall be equipped with a set of
hydraulic spray nozzles which shall place the slurry tank and spray
nozzle within sufficient prox1m1ty to be seeded.
2. Preparation: The slurry preparation shall take place at the site of work
and shall begin by adding water to the tank when the engine rs at halt
throttle. When the water level has reached the heights of me agitator
shaft, good circulation shall be established and at this time, the seed
shall be added. Fertilizer shall then be added. followed by fiber
mulch The fiber mulch shall be added to the rn ,turp affer th,e seed
and when the tank is at least third filled with warn, AII 1,t,.,, mulch
shall be added third filled by the time the tank is two-tlwds w three-
fourths lull Spraying shall commence immediately when tank ,s lull
3. Application: Apply hydro-mulch in the form of a slurry consisting of
wood cellulose fiber, seed, chemical additives, commercial fertilizer
and water, When hydraulically sprayed on the soil surface, the
hydromulching shall form a blotter-like ground cover impregnated
uniformly with seed and fertilizer and shall allow the absorption of
moisture and rainfall and percolation to the underlying soil. Remove
all fiber applied to drain gutter, streets, walls_ and other construction.
Leave site broom clean.
GENERAL SLOPE PLANTING
The Owner shall have a soil analysis made after completion ot the rough grading
The Contractor shall incorporate all soil amendments and fertilizers prescribed
herein. The soil preparation specified below shall be adjusted accordingly to the
analysis
PLANTING PREPARATION
I. SLOPE TEXTURING
A. Cut Slopes: These surfaces shall be roughened in a horizontal direction
following the contour of the slope. The roughened texture shall be made
by hand raking or similar mechanical means
B. Fill Slopes; These surfaces shall be compacted and finished and also
roughened in a horizon1a1 direction following the contour of the slope, The
roughened texture shall be made by hand raking or similar mechanical
means.
II WEED ERADICATION PROCEDURES
A. Manually remove all existing vegetation and dispose of it off-s,te.
B. Fertilize all planting areas with fertilizer based on Soil Labs
recommendations. (See Planting Detail Sheet). Add any and all soil
amendments as required, per the soil analysis. Begin watering process 10
activate fertilizer and additive chemicals.
C. Water all planting areas thoroughly and continuously for a penod of two (2)
consecutive weeks The Landscape Architect shall approve specific
watering duration and frequency program designed to germinate all
residual weed seeds..
D.
E.
Discontinue watering process for two (2) days then apply 'Round-Up' if
perennial weeds appear on the slopes. If annual weeds appear, use
straight contact herbicide as per the pest control advisor's
recommendations, No water shall be applied for a minimum of four (4)
days following application of contact weed killer.
Allow sufficient period of time to insure that all weeds are dead,
Ill
F Water all planting areas thoroughly and continuously for a period ot three
(3) weeks. A shorter watering period may be permissible at the discretion
of the Landscape Architect and/or the pest control advisor. Discontinue the
watering process for one (1) day prior to the second application of the
herbicide spraying. Re-apply the spraying operation with a straight conlact
weed killer, as per the pest control advisor's recommendations. Alla"' a
minimum of four (4) days without 1rngat1on for effective final weed kill
G Clear all desiccated weeds from the slope~ to the f1n,shed grade
H Water all planting areas on the regular 11ngat1on controller sched•.JI'! 101
three (3) consecutive days prior to the hydroseeding operation
I Then allow planting area soil surface to dry out fo, one ( 1) day onIy. µ11or tc;
the hydroseeding application Care must be taken no to allow the so11
surface to be super-saturated with water prior to the hydroseed1ng
installation. At the same time, the soil surtace shot.lid not be hone dry
There should be some residual moisture within the first , 1'2" or so,1 suri;.icfl ·
J Begin the hydroseed,ng operatic~ all areils, as spec1f,ed
PLANTING
Plant trees and shrubs as calleo for where indicated on Plant,ng pla11 and as
detailed on Planting Detail Sheet. Subs(llutions of plants wI II not be accepted
unless approved in writing by Landscape Architect Install planting tablets as
called for in legend, Plant all container grown plants in planting pits two (2)
times wider and two l2) times deeper than the container. °Thoroughly mix me
specified materials found in the soil analysis and those specified in the Planting
Detail Sheet, with the site soil, prior to backfilling of planting pits
IV PLANTING TABLETS (See Planting Detail Sheel)
V. HYDROSEEDING SPECIFICATIONS FOR SLOPE ARE::A
A Hydroseed Mix
Hydroseed mix and mulch shall be amended to sun speqf,c site condit1oos
verify hydmseed mix with the Landscape Architect and Soils Report, upon
results of the soil analysis The mix shall be applied to all slope areas
directly after the installation ol all plant materials as final dressing See
Planting Detail Sheet for type and quantity of seed mi,, fertilizer. and
additional amendments
VI. APPLICATION
Refer to hydroseed lawn notes tor hydroseed appl!cat,on
GENERAL NOTES
I. CLEAN UP
A. After all installation operations have been completed, remove all rubbish
excess soil, empty plant containers and trash from the site daily. All scars
ruts or other marks in the area caused by this work shall be repaired ana
the ground left in a neat, orderly condition. Leave site in broom clean
condition at the end of each working day. Hose down all paved areas
including walks and patios. upon completion of all work.
II MAINTENANCE
A. The Contractor shall maintain during installation a suff,c,ent number 01 men
and adequate equipment to perform the work herein specified Plan1
maintenance work shall consist of applying water. weeding, caring of
plants, including ground covers, shrubs, vines and trees, edging ana
mowing lawns, fertilizing, control of pests and diseases and ma,nta,ning
walks free of debris and dil1 Upon completion of each area of installation.
the Contractor, Landscape Architect and Owner shall conduct an
inspection of complete area, along with the Owner's maintenance
representative. At this t,me. a 11st of corrections. if any, shall be made
which are the responsibility of the Contractor
B. After all work has been completed, inspected and accepted, all areas will
be maintained for a period of ninety (90) calendar days or as long as is
necessary to establish thriving trees, shrubs, turt, and ground cover areas
without bare spots.
C Keep all areas weed free, adequately watered, and neatly cultivated for the
ninety (90) day period. remove all debris from site and keep the entire site
broom clean. Mow turf areas weekly. Hydroseeded turf areas shall be
irrigated after the slurry mulch has been applied and allowed to set for one
(1) day, The soil surface must be kept moist at all times during the
germination period to avoid desiccation of seedlings.
D. Re-seed all bare spots in turf areas at two (2) week intervals and maintain
until an even stand of turt, without bare spots, is obtained, re-seed all
slope areas that fail to germinate evenly. Repair all eroded surfaces at no
cost to the Owner.
E. Damage to any planted area shall be repaired immediately. Depressions
caused by vehicles or loot trattic shall be filled with topsoil, leveled and
replanted. Exterminate gophers, moles and repair damage.
F. The project shall be so ca_red for that a neat clean condition will be
presented at all times to the satisfaction of the Owner and Landscape
Architect. The landscape contractor shall be expected to make a minimum
of one weekly visit for maintenance purposes.
Ill
IV
G At n,., end ot t11e maintenance period, all anc>as that have been planted
shall be fert1l1zed with commercial fertilizer, analysis and rate of application
shall be per the so, is report
H The Cont1actor shall request a final site visit seven (7) days prior to the end
of the maintenance period This request shall be written and directed to
t11e Owner and the Landscape Architect. Upon written acceptance of !he
pro1ect. the Contractor shall be relieved of any further maintenance
GUARANTEE
All turt. hand-planted and hydrose0ded ground cover, ana shrubs shall be
guaranteed to live and grow to a penod ot nin'lty (90) days after installation and
acceptance by the Owner Trees shall be guaranteed for ona year Any
material that falls to grow ttirough the specified maintenance and guarantee
period shall be replacfld by the Contmcto, 81 no cos! to the Owner
ORSERVATION
A. Observation visits specii,ed he,e111 shdll De made by the Landscape
Architect or his rep,·esentative. The Contractor shall request observation at
least two (2) working days ,n advance of the t,me that the observation is
requested
B Observation visits ar,aa suggested 101 the 1ollow1ng parts of the work·
I Upon completion 01 grading and soil cond1t1oning pnor to planting.
2 When trees are spotted for plant,ng. but before planting holes are
excavated
:l Wntten acceptance of the pro10C1 to release the contractor from further
maintenance shall occur after final observation with the Owner or his
representative at the end of !he ma,ntenance period.
V VERIFICATION OF DIMENSIONS
A All scaled dimen-s-ions are approximate Before proceeding with any work,
the Contractor shall carefully check and verify all dimensions and
quantities, and shall immediately inform the Landscape Architect of any
r;!iscrepancy between the drawings and/or specifications and actual
conditions. No work shall be done in any area where there is such a
discrepancy until approval for same has been given by the Landscape
ArchiteC1
VI UTIL.ITI ES
A The contractor shall be responsible for verifying the location of all
underground utility lines prior to any construction, so that proper
precautions may be taken not to damage such lines and plant locations.
Promptly notify the landscape Architect who w,11 arrange for relocations of
one or the other Failure to follow this procedure places upon the
con:ractor the responsibility for, at his own expense making any and 311
repairs for damages resulting from h,s work
VII EXISTING TREES
A Contractor is to insure the preservation of any existing trees on the site,
Damage or loss of these trees will result in replacement of equal size by
the Landscape Contractor
VIII SEE Pl.ANT ING Of:TAIL SHEET F-OR AOOITIONAL NOTES
"AS BU IL T"
RCE ___ EXP,
REVIEWED BY:
INSPECTOR
DATE
DATE
---+~-'------------+---+---t---t--------t [_SH8EET I CITY OF CARLSBAD _, PLANNING DEPARTMENT
----------1-----l-------------+------t-------r------r------J ;::.:==:::!_l==========:..:=~ --------1------1-------------------+----+--+---+---1
! SHEETS
, 8
---------l---1-------------------if---+-----t------i-------t VISTA SANTA FE -AREA 'B'
SUMMERWALK,CARLSBAD
---+--+-------------t-------1------r--t----1 ~==~L~O~J'.,#~1::,;;0~P~1EN~S=A='AC=E======r==,===;
APPROVED FOR PLANTING
AND IRRIGATION ONLY
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS
-·--111111
FC)RSUM/SUMM!:RS & i\1URPHY, INC.
LANl)S( APL AR(_ HITECT5
=~~~/'..~/"J~' v~/-J' f~' tti0~~ ,"--JJ:',,,g__ 11;:z, ~5
ASStSTANl'-PLANl)IING _DIRECTOR_,,/-=,---==--~=::::;-;:::-:1=:6::::A=TE::::::::==
OWN BY: , r-· PROJECT NO, ]';2.,A6wt7N-G6NNO, 2~ ~~: --: l-CT 85-9 _
----f-----1--------------r--·+-----t------i---1
---DA-n:~"-'-'iNi'"ii'A_L--J----------------------+-·o=-Ac::n:=--+1Nc-:l::-TI-:--:AL----t----::-DA:-:n::::----t-;l;-;;Nl-;;n-:--:AL:-1
:'_NGINEER OF WOR~ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
JOB #510006 B