HomeMy WebLinkAboutDWG 458-3L; CDP 06-25; HAGEY RESIDENCE; 01-10VICINITY MAP AND SITE MAP
CITY OF OCEANSIDE
HIGHWAY ?e
PACIFIC
OCEAN
CITY OF ENCINITAS
NOTTO
SCALE
CITY OF VISTA
HAGEY RESIDENCE
LANDSCAPE PLANS
CDP 06-25, DWG 458-3L
Inspection Procedures:
Inspection of the projeGI: shall be performed by the Landscape
Archileci ol the Work, or his designated agent. Reier to the
specifications for the schedule of required inspections and required
submittals.
Following completion of the work, the Landscape Architect of the
Worl< will certify that the Installation has been completed by submitting
the "Final Landscape Certification Form". A request for a final
landscape inspection by the City rnu~t glso be made by callir1g the
Inspection Request Line.
"Final Landscape Certification Form" Fax to (760) 944-8943
Landscape lnspecijon Request Phone Liae: (760) 602-4602.
Backflow Preventer Testing:
All irrigation backflow preventers shall be tasted by a
certiITed tester and results must be given to the City and
tha Carlsbad Municipal Water District. Pipe behiveen the
meter and backflow preventer shall be "Schedule K hard
Copper". Approved contract back.flow testers can be found
on the City web site at
www .ci.carlsbad.ca. us/pdf doc. html?pid •340.
2425 Jefferson Street
A.P.N. 155-140-37, 38
SHEET INDEX
Title Page
Cover Sheet.. .................................. L 1
Construction Plan .............................. L2
Irrigation Plan .................................... L3
Irrigation Legend and Notes .............. L4
Planting Plan ..................................... L5
Planting Legend and Notes ............... L6
Landscape Details ............................. L7
Landscape Details. . ....... LB
Landscape Specifications ................. L9
Landscape Specifications........ . .... L 10
I herEtby declare that I am the lic;ensed designer of work.
for this project, that I have exerciserl r!:;lsponsible
charge over the design of the project as defined in
section 67□3 ol the business and professions code.
and that the design is consistent with current
standards.
I understqand that the check. of projeGt drawings and
specifications by the City of Carlsbad is connned to
review only and does not relieve me, as the licensed
designer of work, of my responsibilities for project
design.
These plans have been prepared in substantial
conformance with the approved Lanclscapa Concept
Plan, Water Conservation Pia 11, Fire Protection Plan,
aad all Coaditions ol Approval related to landscapin~.
By -~WA,, IJ( __ ..
Preparer
Dato: ~ I l-1 / O!\
ENGINEER'S SIGNATURE
APPROVED
'JiJJ. ¼
ENGINEERING PLAN CHECKER 1~/0'1 DAE
D3/27i09 OH□ (2► Chirnges p;1or City Comment Letter 3/23109
03/10/09 OHD 12► Changes per City Com merit Letter 2/27/0~
02l19rD9 BHD (1) Chrmges pe,r revised GractL,;i Pl1:1n
12100/08 BHD 11 ► Chan91ts per City C11rnm1mt Ll;l'tter 11 f1 4!08
DATE INJTIAL
REVISION DESCRIPTION ENGINEER OF WORK
19!?8 H.,,..,.,,.,d( Lu,.,
€11c:i>1if.:,s, Ccilif,;,>'f,li:i 920Q4
C..,1,r,.,..i... Je,,,1,.,,-,,d L,,,,d""~P'" .,>,,cl,;,...,t, 3!'165/~1?95
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
uTI 1
Pho.,.,/r-c\J<
:760) "1-36-73!17
',)-t''ID8C4
~ D
"°#
"AS BUil T"
RGE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD ~ PLANNING DEPARTMENT 0
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Cover Sheet
APPROVED: f't,':.f _ I l.T-bl(..:, 1\-➔-,.<>~
PLANNING DATE
DWNBY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL -·
CHKD BY: CDP 06-25 458-3L OTHER APPROVAL CITY APPROVAL RVWDBY:
-
-0
CONSTRUCTION NOTES
GENERAL
1.The Contractor shall be responsible for obtaining all necessary permits for construction of any site
amenities, including but not hmited to walls, retaining waits, decks, patio covers , trelhses. water features.
barbecues or any other constructed elements. The Contractor is responsible for provtding to the
permitting agency, any information not shown on these plans.
STAIR SYSTEMS
8. STONE STAIRS: The stone stairs shall be constructed as generally shown on the plans and detail.
Stone for the stairs shall be Baja La Cresta as available through KRC Rock in San Marcos unless
otherwise specified by the Landscape Architect. Stone stairs shall be constructed with btind mortar joints.
9. CONCRETE STAIRS: The concrete stairs shall be constructed as generally shown on the plans and
details. The concrete color shall match the color specified for the concrete paving. The finish te,ture shall
be light broom finish.
WALLS, RETAINING WALLS, AND COLUMNS
MOW CURBS AND E
EDGING (ZX ON): Landscape header edging shall be
Bend-a-Board with !her I slip joint manu red by Epic Plastics. Board color shall be brown. Board
dimension shall be 2X6 n ·nal dimension. Minimum radius on 2X6 is 36 inches. Use coarse
woodworl<ing tools for cuttI and drilling. Usa Phillips "Deck Male" square drive deck screws with
2.AII work on site shall conform to the latest editions of applicable local codes, including but not limited to,
The Uniform Building Code, the Uniform Plumbing Code, the Uniform Machine Code, and the National
Electric Code. 10. C.M.U. MASONRY RETAINING WALLS: Retaining walls 3' high or less shall be constructed as
generally shown on the ~ans or per local code. Retaining waits higher than 3' shall be constructed per
local code and shall require Agency permits. Retaining walls less than 3' in height shall be 8" C.M.U.
masonry construction. All cells shall be solid grout fllk!d. Expansion joints shall be provided at 20' on
center minimum. Footings and reinforcing for retaining walls shall be per local code. Retaining walls shall
be waterproofed on the back side and shall include a perforated PVC drain tine wrapped in filter fabric
and backfilled with 3/4" gravel along the length of the back side oflhe wall. The drain pipe shall be
connected to the subsurface PVC drain system. Where allowed by Agency code and approved by the
Landscape Architect, weep holes may be used as a drainage system in lieu of a perforated PVC drain
line. Weep hole spacing and backfill shall be per Agency code. Soil beneath footings shall be compacted
to 95% relative density. When buil on a slope, retaining walls require 7 feet to daylight from the leading
edge of the footing.
8 Stone Stairs (typical). ~
Existing easement for public
road purposes granted to the
County of San Diego,
recorded February 5, 1941 in
book 1144, page 30 of O .R. \
\
"Evercote'" lifetime guaran or ring shank nails to jptn boards. Allow for thermal expansion by teaving
gaps in the slip joints or at e end of the run. Do not screw or nail through shp joint. At slip joints use 7
gauge galvanized steel hair ·n . Manufacturer recommended gaps at s~p joints as foUows: 2X6 (3/4" to
1j. Secure with plastic stak s (by Epic Plas,bcs) at 3' on center ma<imum. Use Philips "Deck Mate"
square drive deck screws · h "Evercote" lifetime guaranty or ring shank nails to join stakes to header
boards.
BOULDERS
STUCCO FINISH
3.STUCCO WORK: Unless otheiwise noted on the plans, the finished texture and color of all stucco work
shall be per the architectural specifications for the house.
PAVING SYSTEMS
4.PEDESTRIAN CONCRETE PAVING: All proposed concrete paving shall be integral color with Davis
liquid color system. The Landscape Archtt:ect shall make the final determination of the concrete color. For
bidding purposes only. the concrete color shall be "San Diego Buff". The finished te,ture of all concrete
work shall be acid etch or hghl sandblast. Due to the susceptibility of acid etched or light sandblasted
concrete to staining. after etching or sandblasting the concrete shall be sealed with '"Porous Plus'" sealer
by Miracle Seal. Concrete paving shall be 4 inches thick with #3 reinforcing ba~ tied at 24 inches on
center (maximum) in both directions, tied at each crossover. Concrete shall be a minimum 5-sack mix
with¾" aggregate and 2000 psi minimum. Contractor shall provide a 2 inch (minimum) sand or D.G.
base compacted to 90% for the concrete paving. Subsoil below paving shall be free of organic matter,
large clay lumps, and stones larger than 1 inch, and shall be compacted to a minimum of 90%. Concrete
control score joints and expansion joints shall be located as shown on the ~an. Note: Expansion joints
shall be located at changes of paving materials and at junctions of any permantent structures (such as
walls) even if not shown on the plans. Additional joints may be added if determined necessary by the
concrete contractor to prevent surface cracking. If control joints are to be saw cut, they shall be cut within
24 hours of the concrete pour.
5.FLAGSTONE PAVING ON SANO BASE: All flagstone on a sand base shall be a minimum of 2" thick
stone installed with a 4 inch deep washed plaster sand base . Flagstone shall be "Tan" color, random
shape flaQStone as generally available through KRC Rock in San Marcos, California. Stone sizes shall
generally match the sizes shown on the plan.
6.D.G. PAVING: Decomposed Granite (D.G.) paving shall be installed in the locations shown on the plan.
The D.G. material shall be New CaHfornia Gokf, as available through KRC Rock in San Marcos. The
D.G. shall be mixed with cement for stabiization. Cement (Type 1 or Type 2 Portland Cement) shall
compose 4-5 percent of the total cement/D.G. mix (approximately (1) 94Ib. bag of cement per 80 square
feet of paving surface at 3 inches thicK). The D.G. and cement mixture shall be placed in a minimum 3
inch thicK layer, watered and rolled , tamped or otheiwise compacted into place leaving a smooth compact
finish surface. Equivalent stabilizing materials may be used in lieu of the cement mix. Alternatives must
be approved by the Landscape Architect.
7.D.G. PATH STONE EDGING: The stone edging shall be generally installed as shown on the plans and
details. The stone for the edging shall match the stone used for stone retaining walls on site.
Approximate Hmits of 100 year
flood per FEMA Panel 761
dated June 19, 1997 Zone A.
No base flood elevations
determined .
20
Existing Southern
Willow Scrub.
16 18 20
I I .
22 24
ffi
11. STONE RETAINING WALLS: Stone retaining walls shall be constructed as generally shl.Qllffi.J:W..IIUiL-----AB:;;e;;n;;d-A;:_-~60ard recylced
plans and details. Slone for the walls shall be Baja La Cresta as available through KRC Rock in San plastic wood edging (see
Marcos unless olheiwise specified by the Landscape Architect. Stone walls shall be constructed with notes).
blind mortar joints.
@ Install a wood_ pos. t and rail fence along entire
length of the line of the "100' Wetland Buffer
from Southern Willow Scrub" setback (the
fence shall follow the line located between and
north and south property boundaries). The
26
fence height shall be 42" minimum, and shall
include signs to identify the area as a Preserve
Area. Prior to issuance of a building permit a
fence plan shall be submitted to the City for
approval.
26
2
22
28 30 32 34 36
28
38 40 42
ffi Stone retaining walls. Height
varies 12"-24".
~ D.G. paving (see notes). ~
34
32
30
• \
44 46 52 54 56
Maximum 24" height Stone
Retaining Walls (typical).
38
/
r
c.,{
Er_jTABLE
dARDEN
58 59 60
Existing open space
easement granted to the
California coastal
Commission, Recorded
Feb 9, 1993 as file No.
1993-0083757, of O.R
1 00' Wetland Buffer from
Southern Willow Scrub.
Existing Buik:ling
40
42
j
f
/ I
48
44
I
/Y-
l
54
52
50
\ ..
I I
I
&s \S ' . f\. lit . &&<>' ' .
! __ 7.,,-
1.0%
Slone Retaining Walls 8
(typical), maximum 24" height. ~
Stone Stairs (typical). !4\ ~
10' 8' 6' 4' 2' O' 5' 15'
SCALE: 1" -1 O' -O"
62
60
58
56
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13. LANDSCAPE BOULDER : The landscape boulders shall be installed where generally shown on the
plans. The boulders shall be esert Select, tan color as available through KRC Rock on San Marcos.
Sizes of boulders shall genera ly match the sizes shown on the plan. The landscape contractor shall be
responsible for selecting, arra ing deliv~ry, and for installation of the boulders.
Decor tive boulders (typi al,
see no es).
Minim m 3.5 foot wide gr ss
lined t rraced swale for
BMP'.
-~-Flags ne paver
(typic I, see notes).
Cone te paving.
Cone ete Stairs.
L7
3
L7
Concrete paving.
Planter.
~, ,,..
~ Concrete paver dn eway
6' wood fence (dog ear).
ENGINEER'S SIGNATURE
APPROVED
~~N~ PLAN CHECKER
•
ATE
A ,PROVED FOR PLA TING
ND IRRIGATION NLY,
INCLUDING PREC SE
CATION OF PLA TING
AREAS.
RCE ___ _
REVIEWED BY:
INSPECTOR
04/30/09
R•r-lDIIII,
03127/09 o. ..
r, -------= Of' CA\..I~
"AS BUil T"
EXP. ____ _ DATE
DATE
0-----+---+-------+-------+---+---+---+---+---t LW CIT'!}~~~G~!A~~~~AD ~ LlQ_J
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Construction Plan
03/27/09 BHD (2) Changes per City Comment Lett~r 3123109
03110/09 BHD (2) Changes per City Comment Letter 2/27/09
02119/09 BHD ( 1 I Chan'1f3!8 per r~i&ed GradinQ Plan
12/06/08 BHD (1) Chan~s per City Comment Letter 11/1-4/08
DATE INITIAL REVISION DESCRIPTION
ENGINEER OF WORK
I
APPROVED: t
+---------'------------+---+------t----+-----t n;?_ Gr-Yl...;t:
--+-~--~~----~----------+----1----+------f-----t PLANNING
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: CDP 06-25 458-3L RVWD BY:
Approximate limits of 100 year
flood per FEMA Panel 761
dated June 19. 1997 Zone A.
No base flood elevations
determined.
Existing Southern
Willow Scrub.
16
314·
18 20
314"
22 24 26
Existing open space
easement granted to the
California coastal
Commission, Recorded
Feb 9, 1993 as file No.
1993-0083757, of 0 . R.
22
28
26
2
314•
----+-All Irrigation west of the 100'
Wetland Buffer Line shall be
installed as a Temporary above
grade system. All temporary
irrigation equipment (including
all irrigation lines and rotor
heads) shall be removed after
establishment of plantings.·
30 32 34 36
16
1" 13 .6
15
1" 13.6
14
13
1" 9.05
38
28
40
30
42
100'Wetland
Buffer Line.
44
Existing Building
5
1" 4.67
100' Wetland
Buffer Line.
314•
48
1"
2
40
2
38
r
47 .0
1-1/4"
52 54 56 58 59 60 62
~88 ~w~
100' Wetland Buffer from
Southern Willow Scrub.
! ' '
44
I I
46
/ / ' f I ½ .. !
! ~1' / . / \/. i •
1-1/4"
•
2
48
Existing easement for public
road purposes granted to the
County of San DiOQO,
recorded February 5, 1941 in
book 1144, page 30 ofO.R.
2
58
56
54
50
I
60
.,C,· ~
62
314·
PS
314·
~~'
1-1/4"
62.5
I ! ~Ot· ontrol wire
s~eves.
1.0% 1.2%
2
2
2
2
·S
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,~-+----Schedule K Har Copper Pipe
shall be used be eon the Meter
and the Backfl Preventer.
tatic Pressure at th
tor is 85psi per Ca
trict
bad
/
Rain Sensor on roof.
,.
'
ENGINEER'S SIGNATURE
APPROVED
E~~ERt,LAN CHECKER
•
14"
, a,
ATE
A PROVED FOR PLA TING
ND IRRIGATION NLY,
INCLUDING PREC SE
CATION OF PLA TING
AREAS.
RCE ___ _
REVIEWED BY:
INSPECTOR
\)'NDSC4p
~ti.DUG NOJ ~
Sigmm,,-.
04/30/09
03/27,'09 """
Or CA\..I
"AS BUil T"
EXP. ____ _ DATE
DATE
~ CITY OF CARLSBAD ~ l---+---!-------+-----------tt----+--+----t---t---1 L.!:..U PLANNING DEPARTMENT L__!Q_J ~==-.':::::========='-'==~ LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Irrigation Plan
03'27/09 BHD (2) Changes per City Comment Leiter 3{23/09
03110109 BHD (2) Changes per City Comment letter 2127ID9
02/19/09 BHD (1 I Chan~s per revised Grading Plan
---+-_:_:_ _ _:__:...._:._ ______ -+----t---t---r--------t I APPROVED 11.:--f~( ~-~l~tt
. PLANNING
10' 8' 6' 4' 2' 0' 5' 15' 1:Z.'08/06 BHD (1 ) Chan~s per City Comment Lett~r 11/14/08 DWN BY: PROJECT NO. DRAWING NO.
SCALE: 1" -1 O' = O"
DATE INITIAL
REVISION DESCRIPTION ENGINEER OF WORK
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CHKD BY:
RVWD BY : CDP 06-25 458-3L
I
IRRIGATION EQUIPMENT LEGEND
SYMBOL
~
RPBP I
MANUFACTURER
METER
FEBCO
MODEL DESCRIPTION
EXISTING
825Y RED. PRESS. BACKFLOW PREVENTER
SIZE
5/8"
1"
COMMENTS
WITH WILKINS 500 1" PRESSURE REDUCING VALVE
PRE-SET TO 60 PSI
I CONT. I WEATHERMATIC SL 1620 ELECTRIC CONTROLLER 20 STATION WALL MOUNT
s RAINBIRD 100-PEB REMOTE CONTROL VALVE SIZE PER PLAN.
WITH PRS-D PRESSURE REGULATING MODULE
@ .......
§]
...... ___ _
NELSON
SPEARS
RAINBIRD
PVC, SCH. 40
PVC, CLASS 200
PVC, SCH. 40
7642-1"
RAINCHECK
VALVE BOX SCHEDULE
BOX TYPE BOX SIZE EQUIPMENT
Remote Control Valve
QUICK COUPLER VALVE
UTILITY PVC BALL VALVE
RAll'l SENSING DEVICE
PRESSURE LINE
LATERAL LINE
SLEEVES UNDER PAVEMENT
QTY. PER BOX
1"
LINE SIZE
SIZE PER PLAN
SIZE PER PLAN
MIN. 2X LINE SIZE
DEPTH TO BE 1 B"
DEPTH TO BE 12"
SEE NOTES FOR DEPTH
VALVE CALL-OUT
/ ' -4.----Valve Number
Green Plastic
Green Plastic
Green Plastic
Green Plastic
Green Plastic
Green Plastic
12" X 18"
12" X 18"
1 0" Round box
12" Round box
10" Round box
1 o• Round box
Gate or Ball Valve 2" or larger
Gate or Ball V;;tlve 1 1 f2" or smaller
Quick Coupler
2 max.
1
1
1
'\. , _,,•---GPM Flow
LvalveSize Wire Splice Pull Box
Drip Flush Valvo. Fill box with pea gravel
HYDRAULIC CALCULATION
PRESSURE LOSS FOR CONTROL VALVE NO. 1
----~-water meter at 4 gpm ....................... .
1" backflow preventer (fhi:ec1) .............................. .
~~-feet of 1-1/4" Copper Type K rnainlins .... .
5 feet of __ 1'~' PVC Sch 40 mainline .............. .
___ feet of ___ PVC ___ malr11ine .............. .
___ feet of PVC ___ mainline .............. .
___ electric control valve .................................. .
lateral line friction loss (fixed) ....................................... .
fittings (20% of total mainline loss) ............................. .
sprinkler head operating pressure .............................. ..
elevalion loss.............. . ............................................. .
miscellaneous (fixed) ................................................. ..
TOTAL PRESSURE REQUIRED FOR OPERATION ..
0.0D
12.0D
D.70
0.02
1.70
3.00
0.14
3D.DD
0.00
5.DD
52.56
static water pressure at P.0.C. ................................ 65.00
pressure required for operation ................ ,,................... 52.56
RESIDUAL WATER PRESSURE................................. 32.44
HYDRAULIC CALCULATION
PRESSURE LOSS FOR CONTROL VALVE NO. ___ 9 __ ~
__ L water meter at _ _Q__ gpm ........................ .
______ 1" __ backfiow preventer (fixed) .............................. .
-~ feet of_ 1-1/4" Copper Type K .mainline .. .
___ 100 ____ feet of __ 1'_' PVC Sch 40 _mainline .............. .
___ feet of ___ PVC ___ maiflline ............ ..
___ feet of PVC ___ mainline .............. .
___ electric control valve ................................... .
lateral line friction loss (fixed) ....................................... .
fittings (20% of total mainline loss) ............................. .
sprinkler head operating pressure .............................. .
elevation loss ...... , ...................................................... .
miscellaneous (fixed) ................................................. .
TOTAL PRESSURE REQUIRED FOR OPERATION .. .
static water pressure at P.O.C ........................... ..
pressura requirnd for operation .................................. ..
RESIDUAL WATER PRESSURE ................................ .
0.0D
12.00
0.70
2.00
1.70
3.0D
0.40
3D.D0
0.D0
5.00
54.44
B5.00
54.44
3D.56
HYDRAULIC CALCULATION -
PRESSURE LOSS FOR CONTROL VALVE NO. ___ ___Ll ___ _
-~ water meter at ._._L_ gpm ............... .......... O.DO
1" backfiow preventer (fixed) ....... , ....................... 12.00
__ ..f.2__ feet of 1-1/4" Copper Type K mainline..... 0.70
-~-feet of __ r'.__PVC Sch <\Q_mainline............... 1.20
foet of ... _____ PVC ======mainline ............ ..
___ feat of PVC.-mainlirie ....... ..
___ electric control valve....................................... 1.70
lateral line friction loss (fixed)........................................ 3.00
fittings (20% of total mainline loss)............................... 0.14
sprinkler hearJ operating pressure................................ 40.DD
elevation gain ...................................... , ......................... (+) 18.00
miscellaneous (lixed)............... ...................... ............. 5.D0
TOTAL PRESSURE REQUIRED FOR OPERATION... 45.74
static water p1essure at P .O.C. ................................. 65.00
pressure required for operation...................... ....... 45.74
RESIDUAL WATER PRESSURE ............................. . 39.26
1
1
IRRIGATION NOTES
1. The lrrtgation plan is diagrammatic only. Refer to the irrigaHon legencl and details for equipment and
installation. Piping, valves, and other irrt~ation fixtures shall be le>cated in planting areas wherever
possible.
2.All irrigation equipment is shown in approximate locations only. Do not use these plans to scale
dimerisions for placement of these items, Contractor shall not locate any items where it is obvious that
they are in direct conflict with underground utilities, structures, permanent improvements or pedestrian
and vehicular safety considerations. Notify the Landscape Architect immediately of any discrepancies
between these plans and actual field conditions.
3.WATER PRESSURE: Existing static water pressure at the point of conriection Is B5psi as per the
Carlsbad Water District November 5, 2D08.
4. Contractor shall test the pressure at each meter connection. If pressure varies from that shown,
contractor shall contact the Landscape Architect. Adjustments to the pressure regulator, nozzles, or head
spacing may be necessary.
5.Sprlnkler heads are not to be scaled off of the drawings. Irrigation contractor shall adjust all sprinkler
heads to provide an even "head to head" coverage and to prevent overspray onto buildings, walls, walks,
drives, and other paved non-landscape surfaces.
&.CHECK VALVES: Check valves shall be installed as required to prevent all low head drainage,
7.PIPE MATERIAL Al'lD TRENCH DEPTHS: Schedule 40 pipe shall be used for all pressure line pipe.
Class 200 pipe shall be used for lateral lines. The pressure \lne and lateral line pipes shall be buried per
the following schedule:
Pressure Lines
Less than 3'' in diameter: 18 inches cover
3" 5-1/2" in diamettlr: 24 inches cover
6" or greater in diameter: 36 lnches cover.
Lateral_Lines: 12 inches cover.
8.SLEEVES UNDER PAVING: Sleeves below vehicular paving shall be Schedule 8D PVC. Sleeves
below non-vehicular paving shall be Schedule 40 PVC. Sleeves shall be buried per the followinf)
schedule:
Sleeves Under Roads (Schedule 80 PVC)
6 inches or less in diameter: 36 inches cover
Greater than 6 inches in diameter: 48 iru:hes Gover
Sleeves Under Paving (Non-Road_~) {Schedule 1Ql
Less thari 3'' in diameter: 18 Inches cover
3" 5-1/2" in diameter: 24 inches cover
6" or ~reater in diameter: 36 inches cover.
9. Contractor shall apply water at a frequency to promote healthy growth of the plant material, and appliecS
in a method to achieve deep watering to promote deep root growth. However, at no lime will the
contractor/operator apply water at a rate or frequency which causes run off, soll saturation {unless
otheiwise directed), or soil sloughing.
10.CONTROLLER PROGRAMMING: Controllers shall be programmed so that water application shall not
exceed soil infiltration rate or cause runoff, but shall provide sufficient watering time to prevent root
stress.
11 .COVERAGE TEST; Contractor shall call the landscape architect to the site to ob5erve an irrigatio11
coverage test prior to plantir1g. The te-5t will include running an irrigation circuit lonlJ enough to cause
surface runoff. Notes shall be made of the amount of time a circuit will run before it causes runoff. That
length of time shall beuorne the maximum amount of time that circuit cart be operated during any single
irrigation cycle.
12.AS-BUILT PLANS. Submittal of As-built plans shall be required by the Engineering and Planning
Departments. The final plans shall be prepared by the landscape architect from dimensions provided by
the Contractor. The final irrigation As-Built plans will be required to be reviewed and approved by the City
and final mylars will be required to be approved and signed by the City prior to the Planning Department
signing the permit caret
IRRIGATION SPRAY HEAD LEGEND
SYMBOL
DI
02
03
04
05
06
D7
OB
09
10
11
12
13
14
15
16
17
18
19
2D
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
36
39
40
53
54
55
56
57
SB
59
60
61
62
63
64
B2
83
84
85
MANUFACTURER
Walla Walle/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelso•
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Wallall'lelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Walla Walla/Nelson
Rain bird
Rainbird
Rainbird
Rainbird
Rainblrd
Rainblrd
Rainbird
Ralnbird
Rainbird
Ralnblrd
Rainbird
Rainbird
Rainbird
Rainbird
Rainbird
Rainbird
Rainbird
Rainbird
Rainbirct
RainDird
Rain bird
Rain bird
Rain bird
Rain bird
Rainbird
Rainloird
Ralnblrd
Rainbird
MODEUNOZ:ZLE -------
MP 1000
MP 1000
MP 100D
MP 1000
MP2000
MP2D00
MP200D
MP2000
MP2000
MP 30D0
MP 3D00
MP 3000
MP 3000
MP 3D00
MP 1D00
MP 1000
MP 1D00
MP 1D00
MP2000
MP20D0
MP2000
MP 20D0
MPZO00
MP 3000
MP 3D0D
MP 3000
MP 3000
MP 30D0
1800 PA-8S 5Q
1800 PA-BS 5T
1 BOO PA-BS 5H
1800 PA-BS SF
1 BOO PA-BS 8Q
1 BOO PA-BS 8T
160D PA-BS 8H
1 B00 PA-BS BF
1B00 PA-BS 10Q
180D PA-BS 1 OT
1800 PA-BS 1 OH
1800 PA-BS 10F
18D4-5O
1BD4-5T
1804-SH
1804-5F
1804-8Q
1804 • BT
1804-8H
1804 -BF
1BD4-10Q
1804-10T
1804-10H
1604 -10F
5CST-13
5Q-B
5H-B
5F-B
ENGINEER•s SIGNATURE
APPROVED
\ f,J.. &,
ENGINEERING ~N CHECKER
DESCRIPTION ·--
Spray Head on Riser
Spray Head on Riser
Spray Head on Ris6r
Spray Head on Riser
Spray Head on Riser
Sprny Head on Rise-r
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Po;>-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray rlead
Pop-Up Spray Head
Pup-Up Spray Head
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head Ofl Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Spray Head on Riser
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
Pop-Up Spray Head
4" Pop-up Stream Bubbler
4" Pop-up Stream Bubbler
4" Pop-up Stream Bubbler
4" Pop-up Stream Bubbler
PSI
40
40
40
40
40
40
40
40
4D
40
40
40
40
40
40
40
40
4D
40
40
40
40
40
40
4D
40
40
40
30
30
30
30
30
30
30
30
3D
30
30
3D
3D
30
30
30
30
3D
3D
30
30
30
30
30
30
30
30
30
GPM
0.19
0.37
0.43
0.75
0.4D
0.74
0.86
1.10
1.47
0.86
1.82
2.12
2.73
3.64
0.19
0.37
0.43
D.75
0.40
0.74
D.86
1.10
1.47
0.86
1.82
2.12
2.73
3.64
0.1D
0.13
0.20
0.41
0.26
0.35
D.52
1.05
0.39
D.53
0.79
1.58
0.1D
0.13
0.2D
0.41
0 26
0.35
0.52
1.D5
0.39
D.53
0.79
1.58
D.50
0.50
0.50
D.50
ARC
9DADJ
18D ADJ
210 ADJ
360
9DADJ
180 ADJ
210 ADJ
27DADJ
360
90ADJ
180 ADJ
210 ADJ
270 ADJ
360
SO ADJ
1 BO ADJ
210 ADJ
36D
90ADJ
180 ADJ
210 ADJ
270 ADJ
360
90ADJ
180 ADJ
21 D ADJ
270 ADJ
360
90
120
180
360
9D
120
180
360
90
120
160
360
9D
120
180
360
90
120
180
360
90
120
180
360
RAD.
13.5'
13.5'
13.5'
13.5'
20'
19'
19·
19'
1 ii'
30'
30'
30'
3D'
30'
13.5'
13.5'
13.5'
13.5'
20'
19'
19'
19'
19'
30'
30'
30'
30'
30·
5'
5'
S'
5'
8'
6'
8'
B'
1 0'
10'
1 0'
10'
5'
5'
5'
5'
8'
B'
8'
B'
10'
1 0'
1 0'
1 0'
5'
5'
5'
5'
COMMEl'lTS
90-210 Adj. Arc
90-210 Adj. Arc
90-21 0 Adj. Arc
360 Arc
90-210 Adj. Arc
90-210 Adj. Arc
90-210 Adj. Arc
210-270 Adj. Arc
360 Arc
90-210Adj. Arc
90-210 Adj. Arc
90-210 Adj. Arc
210-270 Adj. Arc
360 Arc
90-210 Adj. Arc
90-210 Adj. Arc
90-210 Adj. Arc
360 Arc
90-210 Adj. Arc
90-210 Adj. Arc
90-210 Adj. Arc
210-27D Adj. Arc
360 Arc
9D-210 Adj. Arc
90-210 Adj. Arc
90-210 Adj. Arc
21D-27D Adj. Arc
360 Arc
. .
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
s~/lil,t~,., ,
04/30!09
"AS BUil T"
RCE ___ _ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
fSHrnl CITY OF CARLSBAD ~ ~ PLANNING DEPARTMENT L_1Q_J ~---+------+--------------+----+---H--+---~~===--'===============-=== LANDSCAPE PLA"IS FOR:
HAGEY RESIDENCE
Irrigation Legend and Notes
03127!0~ 6HD (2) Changes per Clly Comment Leiter 3.'23109
03/10.f09 BHD (2) Cha.'l9tn> par City Comment Le-lier 'l.127/09
02/19.1~~ 6HD (1) Ch,rnge5 per 0evi5,ecl Gradini;, ?Jan
I APPROVED: 11-.:f~( ~. ~\~ 'f-"t·--41 PLANNING DATE
12./0610~ BHD 11) Changes per City Comment Letter 11:14r'08
DATE INITIAL REVISION DESCRIPTION
ENGINEER OF WORK
DATE l'\IITIAL DWN BY:
I
PROJECT NO.
I
DKl<WING NO.
DATE l'\IITIAL CHKD BY:
OTHER APPROVAL CITY APPROVAL RVWDBY: CDP 06-25 458-3L
....c.
<..n
00
I
(JJ .J;. r ·" -0
GROUND COVERS
Festuca rubra
Red Fescue
hydroseed
(See Legend
below)
Osteospermum fruticosum
TraiNng African Daisy
Plant from flats@ 24" o.c.
Potentilla neumanniana (Cinquefoil)
Plant from flats@ 12" o.c.
AND
Vinca minor (Dwarf Periwinkle)
Plant from flats al 24" o.c.
BIO-SWALE / FESTUCA RUBRA HYDROSEED LEGEND
(This Area includes the Festuca rubra seeding area. No Cover Crop seeding in this area)
BOTANICAL NAME COMMON.~NA=M%E ____ ~L=BS=l~A=C % PUR/GERM _%PLS
Festuca rubra Red Fescue
1500 lbs. per acre recycled paper mulch
150 lbs. per acre M-binder
300 lbs. per acre 12-12-12 fertilizer
2.0 98/85 83% BIO-SWALE PLANTING NOTE
Plantings located in the bio-swaleti shall be
fully knitted in and porvide complete coverage
of the swale area in order to provide a working
filter prior to building occupancy permits being
signed.
WETLAND BUFFER HYDROSEED LEGEND
BOTANICAL NAME COMMON NAME LBS/AC ---~_PUR/GERM __ %PLS
Eriophyllum confertiflorum Golden Yarrow 3.0 30160 18%
lsocoma menziesii Goldenbush 2.0
Lasthenia californica Common Goldfields 2.0 50160 30%
Lotus scoparius Deerweed 2.0 90160 54%
Muhlenbergis rigens CaHfomia Deergrass 1.0 70 0 42%
Nasella pulchra Purple Needle Grass 3.0 70 0 42%
Plantago insularis Woolly Plantain 5.0 98 5 74%
2000 lbs. per acre fiber mulch (50% virgin wood, 50% paper).
300 lbs. per acre 12-12-12 fertiizer
Approximate Hmits or 100 year
flood per FEMA Panel 761
dated June 19, 1997 Zone A.
No base flood ektvations
determined.
Existing Southern
Willow Scrub.
16 18 22 24 28
Existing open space
easement granted to the
California coastal
Commission, Recorded
Feb 9, 1993 as file No.
1993-0083757, of O.R.
28
5-0pulit
3-YimSch
30 32 34 36 38
NOTE: See Sheet L6
for the Planting Legend
COVERCROPHYDROSEEDLEGEND
(Cover Crop shall not be applied in the Bio-Swale Area).
BOTANICAL NAME COMMON NAME L S/AC % PURIGERM %PLS .
Sweet Alyssum 1.0 98180 78% Lobularia maritima
Trifolium fragiferum O'Connors Strawberry Clover 4.0 95185 83%
cled paper mulch
inder
1500 lbs. per acre recy
150 lbs. per acre M-b
300 lbs. per acre 12-1 ll-ll fertiizer
5-LopCon
2-YucSch
40 42 44 46 48
Existing Building
NOTE: Se ~ the "Carlsbed City Slope Planting
-·· ... heet L6 for Cover Crop application
requirements
4-PhTB
52
g...c&Pur
I
I I
I
I
~~\·. \.
1i 11 ~---..... ~-;
54
I{ l47 .92\ Ii -----.;;/
I ,f ,·• I ! {S!J.9.
56
I
\
~
3-Sall..eu
5-GauLSP
5-Sall.e1.1
58 59 60
100' Wetland Buffer from
Southern Willow Scrub.
62
1-Ca&Lep
I-PhoS1.md
I j
f /"
j I .
'
10' 8' 6' 4' 2' O'
SCALE: 1"
\ \ \ \
\ ll
Existing easement for public
road purposes granted to the
County of San Diego,
recorded February 5, 1941 in
book 1144, page 30 of O.R.
25-MiaSiST
l r G
! ,~ 5
1.0%
3-PhHRH
19-tternRR
1.2%
4--NartDPP 64.48
•
~,
.;!'
10-EquHym
9-HeniRR
ENGINEER'S SIGNATURE
APPROVED
•
Z chAct _...-,-
1-TM
1· ri.Jap
1 ..
.. hoS
-~+,""™
--+-1 '"
• • ..
• ..
•
E~:-E~LAN CHECKER
T
1-
LlJ
LlJ a:::
I-
C/)
z
0
Cl) a:::
LlJ u... u...
LlJ -,
03'27/09 BHD (2) Changes per City Comment letter 3/23/09
03'10/D9 BHD (2) Changes per City Comment letter '2/27/09
02/19/09 BHD
A ,PROVED FOR PLA TING
ND IRRIGATION NLY,
INCLUDING PREC SE
L CATION OF PLA TING
AREAS.
~ 5
04130/09
R•r.-1 Dlllte
03/27(09
"AS BUil T"
RCE ___ _ EXP. ____ _ DATE
REVIEWED BY:
INSPECTOR DATE
CITY OF CARLSBAD rn:J PLANNING DEPARTMENT 0
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Planting Plan
h~:'.\ C:r· ~--U~ft: Y·"t-:>'t
(1) Changes per revise-ct Grading Plln
5' 15' 12/08/08 BHD (1) Ch•nges per City Comment letter 11/14/08
I
APPROVED. -( ( I
PLANNING DATE . =-:-----"-----'-------:~c----:-"-c----:-:-=-:-::c:;;-------11----t---t----t----1 ;::;::;:;;::::;;:::=======-:;-;::==;:;;;:;;:::;;;~:;:;;;::==:;-;:::;~:;:;:;;;;;;;:;:;;;;::
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL
REVISION DESCRIPTION -10' -O" ENGINEER OF WORK CHKD BY CDP 06-25 458-3L RVWD BY:
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
GROUND COVERS
Drosanthemum floribunda
Rosea Ice Plant
Plant from flats @ 18" o.c.
Festuca glauca Elijah Blue
Blue Fescue
Plant from flats @ 1 O" o.c.
Festuca rubra
Red Fescue
hydroseed
(See Legend
below}
BIO .. SWALE / FESTUCA RUBRA HYDROSEED LEGEND
(This Area includes the Festuca rubra seeding area. No Cover Crop seeding in this area)
BOTANICAL NAME COMMON NAME LBS/AC % PUR/GERM %PL$
Festuca rubra Red Fescue
1500 lbs. per acre recycled paper mulch
150 lbs. per acre M-binder
300 lbs. per acre 12~12-12 fertilizer
2.0 98/85 83% BIO-SWALE PLANTING NOTE
Plantings located in the bio-swales shall be
fully knitted in and porvide complete coverage
of the swale area in order to provide a working
filter prior to building occupancy permits being
signed.
WETLAND BUFFER HYDROSEED LEGEND
BOTANICA~J'lAME. COMMON NAME _Ll!_S/AC _ %.J'lLR/GERM __ "/oPLS
Eriophyllum confertiflorum Golden Yarrow 3.0 30/60 18%
lsocoma menziesli Goldenbush 2.0
Lasthenia californica Common Goldfields 2.0 50/60 30%
Lotus scoparius Deerweed 2.0 90/60 54%
Muh!enbergls rigens California Deergrass 1.0 70j60 42%
Nasella pulchra Purple Needle Grass 3.0 70/60 42%
Plantago insularis Woolly Plantain 5.0 98if5 74%
2000 lbs. per acre fiber mulch (50% virgin wood, 50% paper).
300 lbs. per acre 12-12-12 fertilizer
Approximate limits of 100 year
flood per FEMA Panel 761
dated June 19, 1997 Zone A.
No base flood elevations
determined.
Existing Southern
Willow Scrub.
1-SamMex
5-ElyCon
\
1-SamMex_ _ _ _J
,_/
/'
' ,,./4 -✓
~/
-E;lyCon
7•E! ~on
SamMe
Existing open space
easement granted to the
California coastal
Commission, Recorded
Feb 9, 1993 as file No.
1993-0083757, of O.R.
/
/!
. ___ _:}-YucSch
6-0pulit
5-PhilBip __
NOTE: See Sheet L6
for the Planting Legend
COVER CROP HYDROSEED LEGEND
(Cover Crop shall not be applied in the Bio-Swale Area).
i
BOTANICAL NAME COMMON NAME LBS/AC % PUR/GERM .-"/,PLa
' ' Lobularia maritima Sweet Alyssum :1.0 98/80 78%
Trifolium fragiferum O'Connors Strawberry Clover ~o 95/85 83%
1500 lbs. per acre recycled paper mulch
150 lbs. per acre M-binder ____ ,__ ·-·--·-~-
300 lbs. per acre 12-12:1 :.tf'erti!izer
5-BamOld
~: cSch
2-YucSch j
Existing Building
' NOTE: Sek the "Carlsbad City Slope Planting
N-otes1L ml-Sheet L6 for Cover Crop application
requirements
\
3-PhTB ___ \_ i
I I
1-ArcAlex15 -\
/ 9-NanDPP . '----'
100' Wetland Buffer from
Southern Willow Scrub.
5-SchAct __ ~
5-S1rNic
/ / ;
/ / i
i
Existing easement for public
road purposes granted to the
County of San Diego,
recorded February 5, 1941 in
book 1144, page 30 of O.R.
·: 13-LeyCCP
' . 11 3-AgoFleRSC
I.
I
' ' '
\
\ \.
\.
'
\
.\
'
3-PhoTM
3-P.hoTM
I-w /v w
;/ ! 0:::: .. ' I-! en
'
1--1-Ph~TM, z
0 en
0:::: w u. u. w
"""')
____ ._5-PhoTM
1-SchAct
, 7-PhoRoe
I _c------~--;-
3-RusEqu __________ ,..:
s -0::
!·----_.,, ___ ,
6-PhoTM
14-MuIRig5
/
/
10' 8' 6' 4' 2' 0'
SCALE: 1"
/
/
5'
10'
4
__ ,,.-,~
~,1=,1-~_JS.l"'.',\ ..... {...£,~/f';,IF. ,-➔
9-NanDPP _ _// :"°! ~--··
I •
' 4
---1' 4
11-HemTuTi
r,
I
3-HemTuTi
3-PhoTM \~ 3-HemTuTi I
O"
\
04/30/17
3-PhoTM
Wood fence and gate trash
enclosure. 5' height. i . ! "AS BUil T"
15'
ARPROVED FOR PLANTING
4ND IRRIGATION oiNLY,
ENGINEER'S SIGNATURE
APPROVED
I INCLUDING P~
LPCATION OF PLA~TING
RCE ___ ~ EXP·--~--DATE
REVIEWED BY:
AREAS. I
ENGINEERING PLAN CHECKER INSPECTOR DATE
10/22/15 BHD
03f27/09 BHD
03/10/09 BHD
02/19/09 BHD
~5 CITY OF CARLSBAD ~ PLANNING DEPARTMENT
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Minor Construction Drawing Revision Planting Plan
~ LlQ~
(2) Changes per City Comm~nt Letter 3/23/09 _A_P_P_R_o_v_E_D_,_iu_~_ --_ /l. /' ~-.l"...-···· I\ -=. __ ·_.J.l-~-----(2) Changes per City Comment Letter 2127/09 rt-~ ~ ,:::..... ~JI /~. ~ t~
12/08/08 Bf-iD
(1) Changes per revised Grading Plan· PLANNING DATE
f-~---+~~-~~---~--------+----+-__,;...----t-----+---i ~~~=====;-~r=--=--=--=,__~;;_.~:;;;,_;;,.;;=..~;:_=--=--=----,=;-;~~:;;:;::=;_:;;~ (1) Changes per City Comment Letter 11/14/08 rDWN BY: PROJECT NO. DRAWING NO.
DATE INITIAL
ENGINEER OF WORK
DATE INITIAL
CHKD BY: CDP 06-25 458-3L RVWD BY: REVISION DESCRIPTION DATE INITIAL
OTHER APPROVAL CITY APPROVAL
CARLSBAD CITY SLOPE PLANTING 1PLANT LEGEND -
NOTES ID Qtv Botanical Name Common Name
The following riotes a,e from the City of Carlsbad Landscape Manual and apply to this project: ArchCun12M 2 A rchontophoenix cunnin□hamiana King Palm
Slopes 6:1 or steeper requiring erosion control measures as specified herein shall be treated with one or ArchCun12S 1 A rchontophoenix cunninghamiana Kina Palm
more of the following planting standards: BouSOR 3 Bou □ainvillea 'San Die□o Red' Bougainvillea
a. Standard 1 Cover Crop/Reinforced Straw Matting: CanBO 36 ,Canna 'Bell Oran ae' Canna
CanTrG 30 1Canna 'Tropicana Gold' ~nna Cover crop shall be a seed mix typically made up of quick ger mirrntinQ and fast covering grasses, clovers, -
and/or wild flowers. Submit the specific see-d mix for City approval prior to applicalion. The cover crop CanTrT 6 Canna 'Trooicana Tall' Canna
shall be applied at a rnte and marmer sufficienl to provide 90% c-overage within thirty (30) days. CanWy 8 Canna 'Wyomina' Canna
Type of reinforced straw matting shall be as approved by the City and staked to the slope as ,Caslep 2 :Cassia leotoohvlla Gold Medallion Tree
recommended by the manufacturer. CisPur 15 Cistus x ournureus Orchid Rockrose
CycRev 3 Cvcas revoluta Sago Palm
Reinforced straw matting shall be required when planting occurs between August 15 and April 15. The CypPap 1 Cyperus papyrus Paovrus cover crop and/or reinforced straw mat shall be used the remainder of lhe year.
,oiaTasV 36 Dlanella tasmanica 'Varianata' Flax Lily
b. Standard #2 Ground Cover ElyCon 18 Elvmus condensatus •Giant Wild Rve
One hundred (100%) percent of the area shall be planted wilh a grour1d cover known to have excellent EquHym 10 Eauisetum hvmale Horsetail -----=-------
soil binding characteristics (planted from a minimum size of flatted rnaterlal and spaced to provide full EriJap 1 Eriobotrua iaoonica Loquat
coverage within one year). EscBal 9 Escallonia exoniensis 'Balfouri' Escallonia
c. Standard #3 Low Shrubs FesGla 147 Festuca Glauca Common Blue Fescue
Low spreading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a mirtimum of GauLSP 31 Gaura lindheimen 'Siskyou Pink' NC.N
seventy (70%) percent of the slope face (at mature size). HemLD 10 Hemerocallis 'Lemon Dio' Day Lil,
HemPiP 9 Hemerocallis 'Pink Parfait' Day Lily
d. Standard fl.4 Trees and/or Large Shrubs HemPP 31 Hemerocallis 'Petal Pusher' Day Lily
Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate ol HemRA 5 Hemerocallis 'Russian Anr le' Day Lily
one (1) per two hundred (200) square feet. HemRR 28 Hemerocallis 'Russian Rhaosody' Day Lily
Slopes 6:1 or steeper and: HemSS 5 Hemerocallis 'Sun Spokes' Day Lily
HemSua 7 Hemerocallis 'Suave' Day Lily
a. 3' or less in vertical height and are adjacerat to public walks or streets require al minimum Standard #1. HowFo12 1 Howea forsteriana Paradise Palm b. 3' to S' in vertical height require Standards 111. 11'2, and #3.
c. In excess of B' in vertical height require Standards #1, #2, #3, and #4. LopCon 5 Lophostemon confertus Brisbane Box
Areas graded flatter than 6:1 require Standard #1 (cover crop) with temporary irrigation when they have MisSiST 37 Miscanthus sinensis 'Adagio' Japanese Silver Grass
one or more of the following conditions: MulRig 118 Muhlenberaia ri □ens California Deerarass
~"""
NanOPP 10 Nandina domestica 'Plum Passion' Heavenly Bamboo
a. Sheet graded pacls not scheduled for improvements within 6 months of completion or rough grading. Qpulit 15 10ountia littoralis Coastal Prickly Pear Cactus
b. A potential erosion problem as. determined by the City.
c. Identified by the City as hi!Jhly visible areas t1> the p8ublic or have special conditions that warrant PhHRH 4 .Phormium hvbrids 'Red Heart' Hybrid Flax
immediate treatment. PhoRoe 3 ,Phoenix roebelenii Pvamv Date Palm
PhoSund 10 Phormium 'Sundowner' Flax
,PhoTM 17 Phormium tenax 'Morticia' Flax
PhTB 10 Phormium tenax 'Bronze' New Z:ealand Flax
PLANTING NOTES ,PitCrC 10 Pittosoorum crassifolium 'Com□actum' Mock Orange
'RhalSR 16 Rhaphiolepis lndica 'Spring Raoture' Sprlna Rapture Rhaohiolepis
1.The planting plan is diagrammatic, and all plant locations depicted thereon are approximate. Plarit RumAdl 19 R umohra adlantiformis Leatherleaf Fern
quantities shown In the planting legend are for the convenience of the contractor only. Plant symbols take, RusEqu 1 Russelia eguisetiformis Coral Fountain prececlenc;e □var plant quantities specified, if any. Contractor shall Install plants as designated by
symbols and/or by on center spacing (for ground covers) noted in the legend. Salleu 24 Salvia leucantha Mexican Sage
Z,WEED REMOVAL: Landscape Contractor shall apply "Round-up" systemic herbicide (or approvad ,samMell 3 Sambuccus mexicana Mexican Elderberry -
equivalaflt) per manufacturer's specifications to existing undesired vegetation fourteen (14) days priur to 'SchAct 3 §cheflera actinophylla Queensland Umi,rella Tree
commencement of any planting or i11i9atiun work. YucSch 29 Yucca Schidigera Mohave Yucca
3.Do not locate trees 01 taller shrubs in locations where they will block irrigation heads and prevent
adequate coverage. Container planti shall not be placed within six (6) feet ol sprinkler heads.
4.Locatlons of plant materials shown on the plans are diagrammatic only. Contractor shall not install any
plar1t materials in locations. where the ultimate growth of the plant materials will damage or effect
structures or utilities, or impede pedestrian or vehicular circulation. Contractor shall llotify the landscape
architect immediately of any discrepancies bet,v.,een these plans and actual site conditic>ns.
5.Plant pits shall be backfilled with amended backfill mix as described In the specificatio,s. Slow release
fertilizer shall be applied as per specifications and detail. Fe1tilizer shall btJ placed approximately 3-4
inches below finish grade of the planting backfill, and a minimum of 2" from the r□tJ,t ball. DO NOT
PLACE FERTILIZER IN BOTTOM Of HOLE, OR ON TOP Of FINISHED GRADE.
6.When. installed on slopes, the rear of the planting pits shall be "raded to a maximum 1:1 slope. Erosio11
control fabric shall be installed on this 1 :1 slope area to c:orltrol erosion while plants are establishing.
T.MULCH QUALITY: All wood bark mulch for the project shell be "Medium Decorative Bark" as availablo
through Hanson Aggregates A-1 Soils. The mulch shall be a blend of fir and pine bark and include very
little sapwood. Particle size shall be 3/4" to 2" in size.
&.MULCH APPLICATION: Contractor shall supply and spread a layer of wood bark mulch to all planting
areas that are not turf grass and have a slope less than 3:1. The mulch layer shall cover the soil surface
completely and have a minimum thickness ol 3 inct1es.
9.ROOT BARRIER: All trees planted within 5 feet of public sidewalks shall be installed with root barriers
approved by the City (lineal root barrior adjacant to the paving). The lineal root barrier shall extend a
minimum or 1 D feet along the paving edge in each direction from the center line at the tree, unless
otherwise indicated on the plar1.
10.PLANT SUBSTITUTIONS: Plant substitutio11s shall not be made without approval of the Landscape
Architect and the City of Carlsbad. The Contractor shall be responsible for replacing any plant material
which differs from the Landscape Plan approved by the City if the City does not approve the change.
ENGINEER'S SIGNATURE
APPROVED
(j.,Js. ~
ENGINEE~LAN CHECKER
~o'!___
T
-----
03127/09 BHD (2) Changes pe,r Cit11 Co.111mrnt LeltBI" 3i23,'D!i
03110/09 BrlD (2) Chilnges ;.i,er Cify Co.riment Lettar 2127!09
02/19i09 B.'iD (1) Changer., p,e,r re11i1;;ed :Jradln!if Plirn
,z,oe/Oa 6HD (1) Changes per City Comment Letter 11114.108
DATE INJTIAL REVISION DESCRIPTION
ENGIN::ER OF WORK
.
--
Scheduled Size Remarks
12' BTH 3 Trunk Mu1U-Stem3 Trunk Multi-Stem
12' BTH Single Trunk3 Trunk Multi-Stem
5 gallon Vine Form
1 aallon
1 aallon
1 aallon -
1 gallon
24" box
1 aallon
15 aallon
5 aallon
1 gallon
1 gallon
1 aallon
15 aallon "-~
5 callon
1 gallon
1 gallon
1 aallon '
1 aallon
1 aallon
1 aallon
1 gallon
1 gallon
1 aallon
12' BTH 3 Trunk Multi-Stem (1Z'BTH for tallest trunk)
15 aallon
1 gallon
I 1 aallon
1 aallon
5 gallon
5 gallon
15 aallon I
5 11allon
5 gallon
5 aallon
1 aallon
1 gallon
1 aallon
5 aallon
1 aallon -
5 aallon
5 gallon
5 aallon I
1)-NDSC,<\,c,~
,-,,<:> -1, .._$' <1--,c<c \-1. DUG-,,O 'i'o. ~ ~~ ":7/~I\~ & • ~
'!l ~~-c\
SP;j1111t~,., I
04/3D/09
* ~~".-.v•I D..t. * 03127/09
~)': l)atD, ::._'?'
'1;,-, f<-~
($-OF CAl..l'O
"AS BUil T"
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE RCE EXP. DATE
LOCATION OF PLANTING REVIEWED BY:
AREAS.
INSPECTOR --DATE
CTr] CITY OF CARLSBAD ~ 6 PLANNING DEPARTMENT 0
-
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Planting Legend and Notes
I APPROVED: /1~-(g. ~~
I
4•'!,o"I
DATE PLANNING
DWN BY: PROJECT NO. DRAWING NO.
DATE JNJTIAL JATE INITIAL CHKD BY: CDP 06-25 458-3L OTHER APPROVAL CITY APPROVAL RVWD BY:
J: u,
00
t
(>I rr
$, -0
CARLSBAD CITY SLOPE PLANTING
NOTES
The_ following notes are from the City of Carlsbad Landscape Manual and apply to this project:
Slopes 6:1 or steeper requiring erosion control measures as specified herein shall be treated with one or
more of the following planting standards:
a. Standard 1 Cover Crop/Reinforced Straw Matting:
Cover crop shall be a seed mix typically made up of quick germinating and fast covering grasses, clovers,
and/or wi!d flowers. Submit the specific seed mix for City approval prior to application. The cover crop
shall be applied at a rate and manner sufficient to provide 90% coverage within thirty (30) days.
Type of reinforced straw matting shall be as approved by the City and staked to the slope as
recommended by the manufacturer.
Reinforced straw matting shall be required when planting occurs between August 15 and April 15. The
cover crop and/or reinforced straw mat shall be used the remainder of the year.
b. Standard #2 Ground Cover
One hundred (100%) percent of the area shall be planted with a ground cover known to have excellent
soil binding characteristics (planted from a minimum size of flatted material and spaced to provide full
coverage wlthin one year).
c. Standard #3 Low Shrubs
Low $preading woody shrubs (planted from a minimum of 2-3/4 inch liners) shall cover a minimum of
seventy (70%) percent of the slope face (at mature size).
d. Standard #4 Trees and/or Large Shrubs
Trees and/or large shrubs shall be (planted from a minimum of 1 gallon containers) at a minimum rate of
one ( 1) per two hundred (200) square feet.
Slopes 6: 1 or steeper and:
a. 3' or less in vertical height and are adjacent to public walks or streets require at minimum Standard #1.
b. 3' to 8' in vertical height require Standards #1, #2, and #3.
c. In excess of 8' in vertical height require Standards #1, #2, #3, and #4.
Areas graded flatter than 6:1 require Standard #1 (cover crop) with temporary irrigation when they have
one or more of the fol!owing conditions:
a. Sheet graded pads not scheduled for improvements within 6 months of completion of rough grading.
b. A potential erosion problem as determined by the City.
c. Identified by the City as highly visible areas to the p8ublic or have special conditions that warrant
immediate treatment.
ELANTING NOTES
1.The planting plan is diagrammatic, and all plant locations depicted thereon are approximate. Plant
quantities shown in the planting legend are for the convenience of the contractor only. Plant symbols take
precedence over plant quantities specified, if any. Contractor shall install plants as designated by
symbols and/or by on center spacing (for ground covers) noted in the legend.
2.WEED REMOVAL: Landscape Contractor shall apply "Round-up" systemic herbicide (or approved
equivalent) per manufacturer's specifications to existing undesired vegetation fourteen (14) days prior to
commencement of any planting or irrigation work.
3.Do not locate trees or taller shrubs in locations where they will block irrigation heads and prevent
adequate coverage. Container plants shall not be placed within six (6) feet of sprinkler heads.
4.Locatlons of plant materials shown on the plans are diagrammatic only. Contractor shall not install any
plant materials in locations where the ultimate growth of the plant materials will damage or effect
structures or utili_ties, or impede pedestrian or vehicular circulation. Contractor shall notify the landscape
architect immediately of any discrepancies between these plans and actual site conditions.
5.Plant pits shall be backfilled with amended backfill mix as described in the specifications. Slow release
fertilizer shall be applied as per specifications and detail. Fertilizer shall be placed approxima1ely 3-4
inches below finish grade of the planting backfill, and a minimum of 2" from the root ball. DO NOT
PLACE FERTILIZER IN BOTTOM OF HOLE, OR ON TOP OF FINISHED GRADE.
6. When, ilistalled on slopes, the rear of the planting pits shall be graded to a maximum 1: 1 slope. Erosion
control fabric shall be !nstal!ed on this 1 :1 slope area to control erosion while p!ants are establishing.
7.MULCH QUALITY: All wood bark mulch for the project shall be "Medium Decorative Bark" as available
through Hanson Aggregates A-1 Soils. The mulch shall be a blend of fir and pine bark and include very
little sapwood. Particle size shall be 3/4" to 2" in size.
8.MULCH APPLICATION: Contractor shall supply and spread a layer of wood bark mulch to all planting
areas that-are not turf grass and have a slope less than 3:1. The mulch layer shall cover the soil surface
completely and have a minimum thickness of 3 inches.
9.ROOT BARRIER: All trees planted within 5 feet of public sidewalks shall be installed with root barriers
approved by the City (lineal root barrier adjacent to the paving). The lineal root barrier shall extend a
minimum of 10 feet along the paving edge in each direction from the center line of the tree, unless
otherwise indicated on the plan.
10. PLANT SUBSTITUTIONS: Plant substitutions shall not be made without approval of the Landscape
Architect and the City of Carlsbad. The Contractor shall be responsible for replacing any plant material
which differs from the Landscape Plan approved by the City i'f the City does not approve the change.
PLANT LEGEND ------T · 7-------=-----------+-----::._-::__-:_ -------+-~-----
10 I Qty :Botanical Name Common Name Scheduled Size Remarks
---------------------------
AgoFleRSC -+_,3,_--!IA,_,,gonis flexuosa 'Red Southern Cross ___ _ PeJJPBrmint_Tree __
Kin_g Palrn __
King Palm
ArcAlex15 7 Archontophoenix alexandrea_
:~rcAlex6S _ _jl_~2-+IArchontophoenix alexandrea _____ _
IArchCun12M 2 iArchontophoenix cunninghamiana ____ _ rrchCun12~Sc.-t-~1-tA-rchontophoenix cunninghamia __ n_a __
BamOld 5 Bambusa oldhamii ---------------
ICanGrOp e-' ~12=---clc~_anna 'Grand Opera.:_ _________ .. __
]CanTr 1 15 iCanna 'Tropicana' Canna
. ., ------------=~-
. KirigPalm _
King Palm ------,-----,-----
Giant Timber Bamboo
__ 15 gallon
15 gallon Single Trunk
6' BTH +---'-~~~-,Single Trunk
12' BTH (3) Trunk M_ulti-Stem ----+~~-----
12' BTH Single Stem -f--------,
15 gallon
--1 gaBon
_1_}lallo11
jCycRev ___ 71_.c6_t'c~y"c'-'a'-'-s'-'r-"e.c.v-=-o~lu~ta=--··_--_--====-=-=-------~---_-_--_-·-+-·s=-ag_o_P-alm
jCypPap J 1Cyperus papy~ru~s~----------+P_a~p~y~ru~s~--------,--~~---
, i I
15 qallon
5 gallon
iDiaTasV 43 iDi,u1ella tasmanica_'Variag~a~ta_' -------+F_l_a_x_L_ilv~--------+---5g_allon -,----
1 gallon
------------
7
' ----,
'E:lyCon --I 18 IElymus condensatus _ ______ __ Gia_nt Wild R.ye
HemTuTi ___ j__31 -1 'Hemerocallis 'Tuscawilla Tig~re~s~s_' __ ---'-+D_a~ Lily__ i
,HowFo12 __ _!_ ___ 3 Howea forsteriana -_______ !"'radise Palm -------+---------3 ~ Multi:Stem (12'BTH for tallest t;unkj
fLeyCCP ! 13 ILeymus condensatus 'Canyon Prince'__ _ _ Lyme Grass_ ____ 1
1 gallon
12' BTH
1 qallon
MagGLG : 1 iMagnolia grandiflora 'Little Gem' Magnolia i 24" box ---t-~~---------+--------+------------------
MisSiST ' 9 iMiscanthus sinensis 'Adagio' Japanese Silver Grass I 1 gallon . '"' 1:::0:::,;;:;: ~:::'---------~-:::;:;~:-~-:-:;-:;::: ___ --------~----t-,---_------__ -__ -_-__ -_-__ -__ -__ -_-_-_-_~=---=-~------_ --____ -_· MulRig
MuIRig5
NanDPP
OpuLit
'PhilBip
PhilSca 1-----~-------
PhoRoe
PhoTM
PhTB
RhalSR
1 gallon
5 gallon
_ 5 gallon . . Nandina domestica 'Plum _P_a_s_s_io_n_' ______ -+-H_e_a_v_e_n~ly~Ba_m_bo_o _____ +--_, _ _ __ __
I 15 10puntia littoralis Coastal Prickly Pear Cactus
' 5 Phil~d~ndr~,:;-b1pinnatificl~m Philodendron
1 Philodendron scandens Philodendron ---t-
7___ P_tmenix ro_e_b_elenii Pyamv Date Palm
5 gallon
5 Qallon
5 gallon
15 gallon
3 Phormium tenax 'Bronze' New Zealand Flax _5 _ _g_a_llon _
--------I -------------------------------t------
-_5 __ Rhaphiolepis lndica ~Sl)_ring_R_apture' ______ Spring Ra_pture Rha_plliolepi~s-+-_ 1 gallo_n ____ _ __ _
2'1:_£'11ormium_te_nax 'Morticia' ________ _,_F_la~x __________ __, ___ 5_gall_o_ n_ __ ---_ 1. .. ..
RumAdi 7 Rumohra adiantiformis Leatherleaf Fern 1 gallon
R.usEq_ u_______ 4 Rus __ s_e ___ l_ia __ e_q_u_is_et_if_o __ r __ m __ i_s__ ····--+C-oral Fountain 5 gallon___ 1--
:;~~~x ----+ -_: __ ·r'~:~~;l~~:::c~::;_~_a_L/_II:__ -~----~-~-~--~~-+!QG~-:,a_-~n-:t·_:B·--~,1r~d~~otf·-e:pr-_~a-er-_ba'_~d~~,1s1ae-T-re-~~-------j ~:::~---~------=--~=~:1,-=--=----~-----------~=--~·=·----~----_-_-_-_--_--_-----~----=-=-------.
~S'-'t"-r'-'N"-ic=-· ---+--6,__J.CStrelitzia nicolai ____ _ 24~ box __ -;------_____ _
•StrReg -+-1~1'-+'!St;elitzia regin;e_____ _ _ __ Bird of Paradise=---_ ------1 5 _gallon --,If---~--______ . _ ___ I
lYucSch -~~2_9 _['{llc_ca Schidigera_ ----------~M_o_h_av~e_Y_u_c_ca __ ~---~-__ 5_g_allon . ---~ _ _ __ _ _ ____ _ __I
;.~~7=~~ , 'l) e •. ..,, . "· "i, 1--::t,;41._
'"" ,;::,
ILi a:.
·rl'rlr,'.;-:_ , *
D"'t" .,vi' ~,.. ,
~# ~-":;)''.· . """""' r,o,,~
cr,.L\'r~· ---""'--
04/30/17
.,.
"AS BUil T"
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
ENGINEER'S SIGNATURE INCLUDING PRECISE RCE EXP. DATE
APPROVED LOCATION OF PLANTING REVIEWED BY:
AREAS.
ENGINEERING PLAN CHECKER DATE INSPECTOR DATE
LW CITY OF CARLSBAD rn:] -·· PLANNING DEPARTMENT 6 0
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
10122/15 BHD Minor Construction Drawing Revision & 1z..~.~ v-i~ Planting Legend and Notes
03127109 BHD (2) Chang_es per City Comment Letter 3/23/09 I APPROVED: ~ I
03110/09 BHD (2) Changes per City Comment Letter 2/27/09 4-Bll....oft: Ii.-So-I'?" --02/19/09 BHD 11 I Changes per revised Gr8.ding Plan DATE PLANNING
12/08/08 BHD 11 I Changes per City Comment Letter 11/14/08 OWN BY: PROJECT NO. DRAWING-NO.
DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION CDP 06-25 458-3L ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWD BY:
Finish Grade. (See notes for
elevation to s~t below finish
pavin~ surface).
2" sand or D.G. base. ~
Compacted subgrade
to 90% minimum.
4" thick concrete paving. (See
notes ror finish, color, and
texture).
#3 re-bar at 24" o.c.
both ways.
1 CONCRETE PAVING
Scale: 314" = 1 '-0"
Note: All stor1e shall be Baja La Cresta
as available through KRC Rock In San
Marcos, California..
5 to 10 degrees of baUFJr. The
mere rour1ded the stones, the
steeper the batter.
Blind mortar joints
(lypical).
Finish grade.
2'-5"
Finish grade
(slope varies).
Bond stone runs full width of
wall. Use one boni:I stone
every 5-1 0 sq.ft.
Wedge stone (as needed).
Class 2 or sand backfill (6"-8"
thick).
Use filter fabric along back
side of wall.
Minimum 2" depth Class 2
base. minimum Use largest stones for
foundation. Al wall ends use
one "bo111j'' stone which is ths
full width of the wall base.
Compc1cled subgrade
to 90% minimum.
5 STONE RETAINING WALL
cala: 112" = 1'-0"
Existing slope
Set rootball r above flnilih grade.
3" high compacted berm. (Not
required with drip irrigation
Finla.i Grade. \lla)(imum 1 :1 cut slope. Install erosion
control fabric on this slo;)li!.
Slow release fertllllzer (See spe::s)
~ Pcepared baoKriD ml, per 6011 analy,1,.
Scalify 6" ;:Jepth at tle botlom of the
hole
8 SHRUB PLANTING ON SLOPE
Scala: alf Actual Size
(2) Cinch ties (or equal). Nail to tree
stake.
Exlstl~!J slope. ½ (2). 2" round lodg-epi:,le tree stakei.
/
Do nDt re-move s1r:iegrc-wth Dn Ires
lrunk unless aa,rned to by Landscape
Architect.
Vla~Jm1Jm 1 :1 cuts.lope.
ln5tall eroskm 1.onh1I
fabric on this slope.
'!OTES:
f 11,,~»r"fJ Si:,t roofaall 1" o1bove fhish g'llde.
4n ;;ompacted berm.
Finish Graja.
Slow release fert1!iz;e,f, (See sp½•;:;s).
t
Prepared backfill mix ;:>er Sl:111 :
Analysis. )
Sc::a rify 6" depth at the Pottom or the
hole
Tie tree trunk 6" i;lb0¥e the bendiI1g moment of the tree,, The tie should provide flexibility of the
trunk but not allow rubbing of the lrunk against the slake. Cut the stakes off 6" above the ties.
10 TREE PLANTING ON SLOPE
cale: Half Actual Size
Finish grade (varies).
Edging slone or stone
retaining wall i:lependlng on
finish grade elevations.
3" layer of D.G. end e-ement
mix. (See notes).
Firm soil in planter area. Do
not over-compact.
ELEVATIOr-1
Compacted subgrade to 90%
minimum.
#3 Re-bar Cor1tinuou5 at Each --.
Nose. Locate 2" in lrom
Concrete Surface on all Sides.
Adjacent ooncrete pa"ving.
2" Sand or D.G. Base.
Compacted Subgrade to 90%
Mir1imum.
#3 Re-bar@ 12" O.C. Both
Ways.
l _JU
! ...... I'. ••
1111111
I
Concrete Stairs (See Notes).
Finish SurfaGe (paving or
grade).
Adjacent stepping stone
(1ypical).
Finis.h Grade.
1'-0" Blind mortar joints.
Natural stone stair.
~
I (Z
1§1111111 \2;;!,_=--7~, [~.__,-.; [I)
2" sand base. ~ · ) ,,.....=.,._......., f Finish Grade.
Compacted subgrade to _,lrrr?>., '? )\ I~~_;;..-;--..:..-------
90% minimum. Jlln ~ ....,,,
Compacted subgrade to ~0% "'l ~ )
minimum (typical).
6" sand base. -11111= Note: All stone for stairs shall be
Baja La Cresta as available through
KRC Rock in Sar1 Marnos.
2 D.G. PAD AND STONE EDGE 3 CONCRETE STAIRS 4 STONE STAIRS AND STEPPING STONES
Scale: 314" = 1 '-0"
Rounded Mortar Cap with
StucGo Finish.
Slope Behind Wall. Slope is l
Assumed to be 2:1. Contractor
to Verify. If Slope is Differer1t,
Wall Detail Mi:iy Chcrnge.
B" C.M.U. Block.-------~~:::,,,!--_ _,,
Rebar. #3 at 24" O.C. Both
Ways.
Stucco Flr1ish (See Notes). -----.!
Finish Surface.~
(2) #3 Re-bars, Continuous.-~-
Concrete Footing.------►
2" layer of D.G. or sand base. -
I
1 '-4"
" Perforated PVC Pipe. Wrap
ir1 Filter Fabric.
~+---~ Compacted Subgrade to 90%
Min.
Scale: 314" = 1'-0"
'AX HEIGHT BLOCK RETAINING WALL
Set 0ootball 1" above finish gracie.
"'~'·"\/B''
SLOPING BACKFILL 2:1 SLOPE
i•. J,. , .,_ __ Shrub or f.mall t-elil'.
' Mulch Quillllty per Specs.
Flnl,h G.""7
E II~~
3'1 '"ligh compacted berm. (Not
required with drip irrigatio'l,
g I»•:
"'
9
jj ~ _.,,_
0 • ~ "
NOTES:
c---Slow release rertlllize-r (Se-e spe-os).
/~r--P'..El'pared bo1-:k:fill mix per 5l>II analysim.
,. .. _,._ __ Sc11rlfy 15" depth at the bottom of the:
2X Roolb
Width
hole. i
SHRUB PLANTING
Not to Scale
2K Rootbalr
(2) Cinch ties (or equal). Nail lo tree
5take.
·(2) 2" round lodgepole tree stakeli.
DD not remt:ive sii:legrowlh on treB
' trui;ik. J1less. agreed to P~ L:andscape
Ar:.'"liteot.
Set rootball r above finish grade.
J" layer l)f m1Jlch around tree. On1t
lrtch maximum depth at r::>::itball crown.
Se.e Sf)ecs for mulch quality
2" com?acted berm.
~, , Finl5h Grade. -;::,-.
Slow release fertilil:er. (See specs).
::+---Prepared D:1cK.f1II mlX per Soll
Ana lyslli. ~ ScariFJ' 6" ciepth et the bottom ol lhe
hole.
Tie tree trunk 6" above tho bending moment of the tree. The tie should provide fiexibility of the
trunk but not allow rubbing of the trunk against the stake. Cut the stakes off 6" above the ties.
11 TREE PLANT I NG
Not to Scale
Split rail cedar post Approximately
B' on center or per manufactui-ed
length of horizontal rails.
cedar rail Opening In post for tapired rail Split rail }
---~-.--F~=c;---e_n_d_•· _________ _
~! .. =•--·-· ..... · i="-lr="--~====~-
7
Split rail cedar rail.
;,..,.1----Post hole concrete footing.
Pea gravel fill.
Compacted subgrade
to 90% minimum.
SPLIT RAIL FENCE
Scala: 112" = 1'-0''
cale: 314" = 1 '-0"
.
ENGINEER'S SIGNATURE
APPROVEO
~~NE~PLAN CHECKER
4l 1£0,
DATE
~
03{271'011 BHD (2) Changes pa,r City Comrmmt Letter 3123i'DB
03/1 0r'09 BHD (2) Changes per City Comment Letter 2127109
02.'19(08 BHD (1) Changes per revised Gra:ti:19 Plan
12/DBr'OIJ BHD I 1) Cha ni;Jes per City Comment Lettu,r 11114108
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
"AS BUil T"
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE RCE EXP. DATE
LOCATION OF PLANTING REVIEWED BY:
AREAS.
INSPECTOR DATE
LW CITY OF CARLSBAD ~ 7 PLANNING DEPARTlv!ENT 0
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Landscape Details
--
APPROVED: K -0 q-. 1:-1 \.~it As Shown f.G;j -o"'I
Pc.ANNING JATE
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CDP 06-25 458-3L OTHER APPROVAL CITY APPROVAL RVWDBY:
J:.
~
' u,J _, r, -0
Pressure regulator {when
called for on irrigation legend).
Wye Strniner. --,
Finish Grade.
r Reduced Pressure Prlnc-lple
Preventer.with ball valves ancl
test cocks. r Brass nipple (typical).
12"
Min.
_.,,,.,-Brass elbow (typical).
~ Brass union.
I◄--Brass riser,
Brass pipe supply line
cor1tinuo~1s from MetBr
to Backflpw
One cubic foot com~rete
thrust block (typica~.
Depth
per
Specs.
FLOli,Y
Prevent1r.
' FLOW --c::o::;:t~·.o. ''\·
Brass nipple (typical).
PVC Mainlir1e to valves.
BACKFLOW PREVENTER TO BE INSTALLED PER CMWD STANDARED DETAIL W-20
Green plastic valve box with
lid.
PVC Schedule 40 male
adapter.
PVC majnline. Depth as
required. (See specs.).
FLOW
One cubic foot of pea gravel.-.;
Coil 1 B" of wire and splice with
waterproof wire conrrnctors.
/
Set top at box 1" at>ove Finl~h
Grade.
Finish Grade.
--'-
PVC Schedule 60 Union and
Nipples (typical).
FLOW --►
\_ Brick or block support.
Rounct, green plastic valve box
wI1ll lid.
PVC Schedule 40 male
adapter.
PVC mainline. Depth as ·
required (See specs.).
FLOW---
,->----~--.... 1
C plastic ball v7
Set box 1" above Finish
Grado.
Finish Grade
PVC schedule 80 union
and nipples (typical).
Jl--t:tjj"~tt-J;;.-' FLOW ---
c:, ~o o 0 a 0
Ono cubic foot of pea gravel./ .. ~ Brick or block support.
Set box 1" above Finish
Grade.
Finish Grade
Round, green plastic valve box \
with lid. . \
-="'-.--'---~<----,n
PVC Schedule 60 nipple. •
PVC Tee.
Brass Quic;k Coupler valve
with threaded base.
· One cubic foot of pea l]raveL
◄-Brick or block support.
1 REDUCED PRESSURE BACKFLOW PREVENTER 2 REMOTE CONTROL VALVE 3 BALL VALVE QUICK COUPLER
5
Not To Scale
#4 rabar. -
Steal strap.
Spray nozzle.
;.--WR Schedule 80 riser.
Length as required.
Finish Grade.
PVC lateral waler lino. Depth
per specs.
ROTOR HEAD ON RISER
Not To cale
Imported topsoil or amended
rocJ,; free native soil. Finished Grade.
Native soll Free of lc1rge {3" diameter or
greater} .rocks :cutd debris
Sand, Class A fopsoil, or app:oved
equal
l ◄-l----Polyvinyl Chloride Pipe or Copper
P1;:i,e.
Multiple Pipe Installation Detail
(non-p:essure pipe only, ~e Note 6 for pressure pipe)
riOTES
I 3ackfill material shall be c.ornpactect lo a celatlve compaction of :10% or more,
:Z. All P.V.C. pipe shall Jay free in th& trench with no induced strain and with
sufficient allowance for expansion and ::ontractlon as reoommended by the
ma nuracturer.
3. TeHon tape, 3/<I" wide shall be u5ed on o1II threa:::led oonnectlor1s
4 The lelter W shall be stamped o~ s:.hlseled on the 1mpcovement (curb-sidewalk)
direc.tly above the pressure plpellne.
5. All plastic plp,e under pavement shall be installled in a P.V.C. &lee~&
6. M1nimJm clearance l>etween pressure pipes shall be 2 inches
10 TRENCH 3" AND SMALLER
Not To ca e
6
11
#4 rebar.
Steel strap.
Not o cale
Spray nozzle.
In-line check valve where
needed.
Finish Grade. ,..,.,__ UVR Schedule 80 riser.
Length as required.
UVR-PVC lateral water line set
on grade. Use jute staples at
4' on center to hold to grade.
\_ #4 rebar. Drive below grade
18" minimum.
ON GRADE ROTOR HEAD ON RISER
Not To Scale
NOTE:
0 RDDFEDGE
® AUTOMATIC RAIN SHUTOFF:
RAIN BIRD RAIN CHECK
~ I nslal~ rain sensor in a location
free and clear of overhead
obstructions for rainfall to be
collectecl in the basin.
FOR COMPLETE INSTALLATION INSTRUCTIONS, SEE INSTRJCTIONS ENCLOSED
WITH RAIN CHECK.
RAIN SHUT-OFF DEVICE
Not To cale
.;..!;Alri \;lilai:'1'.-0W!,
1-Dl•~•
RAINBIRD-RAIN CHECK
7
Not To cale
#4 rebar.
1-41--UVR Schedule 80 riser.
Al-.,_-..., Length as required.
Steel slrap.
;.--In-line check valve where
needed.
Firlish Grade.
11◄--PVC lateral water line. Depth
per specs.
#4 rebar. Drive below grade
18" minimum.
SHRUB HEAD ON RISER
Not To Scale
4
Finish Grade.
1◄--Pop-up spray head body.
I ~ PVC Schedule 80 riser.
/" Ltrngth as requir'l.3·d.
PVC Schedule 40 Street Ell.
PVC Schedule 40 Ell.
PVC lateral line.__/ \_ PVC Schedule 40 tee or eU.
PVC Schedule 80 nipple.
8 POP-UP SPRAY HEAD
Not To cale
Use This Detail for Stream Bubblers Also
ENGINEER'S SIGNATURE
APPROVED
l.Juk ~ 4[1to1
ENGi NEERING PLAN CHECKER DATE
··-·-
03i27r'09 6HD (2) Changes per City Gomrnem Letter 3/23i'09
0311 D,OJi BHD (2) Chi1n9es per City Comrnerit Leite, 2127/09'
D2/19r'09 BHD (1) Changes pttr revised Gra-ji19 Plan
12,'DBf08 BHD I 1) Cha.,;ies per City Comment Letter 11114i08
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
Not To Scale
Q
'
•• ' .
9
.
=
14-
.,
I
,t
•: . ,.
Control Clock. Secure to:wall
per manufac;turer's
instructions.
PVC electrical conduit.
24 Volt wire to Remote Control
Valve.
110 volt power supply.
Finish nc)Or,
CONTROLLER
Not To cala
01" CA
"AS BUil T"
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE RCE EXP. DATE
LOCATION OF PLANTING REVIEWED BY:
AREAS,
INSPECTOR DATE
WJ CITY OF CARLSBAD ~ 8 PLANNING DEPARTMENT 0 -----~---
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Landscape Details
I APPROVED: ~id q. ~~
I
y-.G3.04
DATE P!.ANNJNG
DWN BY: PROJECT NO, DRAWING NO. DATE INITIAL DATE l'-JITIAL CHKD BY; CDP 06-25 458-3L OTHER APPROVAL CITY APPROVAL RVWD BY:
..r. u,
~
(>J r .,Q
~ -0
SPECIFICATIONS
GENERAL SPECIFICATIONS
SCOPE OF WORK
The work to be provided by the contractor includes all labor, materials, equipment, permits and the incidentals
necessary to, install all work as indicated in lhese plans ar1d as described in these specifications. Verify any
additions in owr1er's invitation prior to submittal of bicl.
GOVERNING AGENCY REQUIREMENTS
All local, municipal, and state codes govemlrig or relating to any portion of this work are herebv incorporated into
and rm1de a pmt uf these 3peGifications, ar1d their provision& shall be carried out by the Contractor. Nothin{J
contained in these specifications shall be constrL1ed to conJlict with any tJpplicable codes.. Howeve,, when these
specifications and drawings exceed c-ode requirements, the provisions or these specifications shall take
precedence.
REFERENCE DRAWINGS
"SDRSD" refers to Cou11ty of San Diego Regional Standard Drawings, Department of Pubfic works, May 9, 1992.
PLANS
These plans are based on a Site Plan preparer.I by:
John Beery, AJA, Architects
(760) 436-2963
Owner approvf:Jd engineering, grading, improvement andlor architectural plans take precedence over these plans.
PERMITS, WORK BY OTHERS
The contractor shall obtain necessary permits, order necessary work done and submit invoices for direct
reimbursement of fees and taxes required by governing age11cies, unless otherwise directed by the owner.
PROTECTION
The contractor shall be liable for any damage to existing buildings, equipment, piping, electrical systems, sewsrs,
paving, landscaping or other improvements (including without llmltatlon, damage from leaks In the piping systems
being installed or having been installed by the contrm;tor) caused by the contractor or his agents, employees, Dr
subcor1tractors during the course of his work, whether through negligence or otherwise. All damage shall be
repaireci at the contractor's expense in a mar1ner satisfacto~ to the owner, which repair or replac:emertt shall be a
condition precedent lo owner's obllgatlon to make final payment under the contract.
CHANGES
Changes to these plans without written consent of the Landscape Architect relieves the LandscBpe Architect of all
responsibility. The owner reserves the rightto substitute, adcl or delete any matertal or labor as the work
progresses. Adjustments shall be made to the contract price at unit p1ices submitted to the owner prior to
comrmrncement ot work.
NOTIFICATION FOR FIELD OBSERVATIONS
The contractor :ihall notify the Landscape Architect of his intended start date prior to beginning work, and shall be
responsible for coordination of his work with the owner, Landscape Architect, governing agencies arid other
construction trades.
The contractor shall request field obseivations by the Landscape Architect and/or owner a minimum of forty eight
(4B) hours in advance. Contractor shall be cha1ged by the owner for Landscape Architect's contract rate when
fie lei visits are called for and work is not ready for review, or when an appointment is not kept by the contractor.
EXISTING SITE CONDITIONS
Verify all conditions in the field ar1d notify the Landscape Arcl1itect of any discrepancies withif1 the plans priur to
commencement of work. Contractor shall obtain necessary engineering and/or architectural plans prior to
beginninlJ work, and notify Landscape Architect of any discrepancies betwe-en these plans and those.
Prior to commencement of work, all services ancl utilities shall be located by the contractor or utility companies.
Existing utilities or structures reported by the owrler or others, and those shown on these plans, are indicated in
their approximate location. Toe contractor is requir~d to take due precautions to locate and protect all existing
utilities at the &ite. It shall be the corltractor's responsibility to notify the owner of the utHitles and verify depth and
locatiorl prior to excavation and prior to start of work. Jr it is determined that a possible conflict exists, the
c.:ontrac.:tor is responsible for arranging with the owner the relocation of anv utlllties a rldfor modification of the
plans.
The conlracto, is to protect all existing utilities at all times, as well as all structures, plant materials, and other
features intended to remain on and adjacent to the job site. Should damage t>e incurred by the contra:ctor's
operations or negligence, the contractor shall repair the damage to its original condition a.this e;,cpense.
CONSTRUCTION MATERIALS, EQUIPMENT, PLANT MATERIALS
All materials, equipment and plant material to be installed shall be as specified, and shall be new and without
defects.
The contractor shall submit to the Landscape Architect a list of aoy items he wishes to substitute as "EQUAL"
with accompanying catalog ir1fmmation. Substituted equipment installed without the prior approval of the
Landscape Architect may be rejected arid the contractor required to remove sm:h maleIials from the site and
replace them at his expense. The Landscape Architect shall determine the equality of proposed suDStitute
materlals or equipment. Al! substituted eqlJipment is also subject to approval by the City of Carlsbad Planning
ancl/or Public Works Department.
All requests for substitutions must be submitted Vvithln ten (10) days after signature of the contract for this wuJ k,
or date of notice to proceed.
SITE CONDITION DURING WORK
The contractor shall maintain the site in an orderly and safe condition at all times during construction, and shall
secure the site at the end of each working day. All areas shall be left clean, free of debris and washed down upon
completion of work.
"AS BUILT DRAWINGS"
Contractor shall provide record drawings ("as builts") of all installed work to the owner upon completion. Record
plans shall indicate any and all changes, additions or deletions to the plans, especially: points of connection,
irrigation pressure line location, back.flow prever1tion devices, pressure regulations, controllers, direct burial wires,
electric lines, under drains, and all other utilities.
GUARANTEE
All construction work shall be guaranteed against all defects of workmanship and materials, includin[} settling of
graded areas for a period of one year from the date of fina! acce-ptance by the owner.
FIELD OBSERVATIONS
The owner's authorized representative shall be responsible: for inspection of the contractor's work while such work
is in progress. The representative shall bring to the atter1tion of the contractor any work which does not meet the
specifications of this r:ontract and the contractor shall correct such work as brought to his attention.
Contractor shall request field observations by the Landscape Architect or owner at the following points:
Irrigation pressure line testing
irrigation coverage test
fur placement of all plant material prior to excavation of planting pits
upon completion of installation (pre-maintenanca).
IRRIGATION SPECIFICATIONS
I.GENERAL REQUIREMENTS
QUALITY CONTROL
1. Submitta!s: Submit the followin~ items to the owner or owrier's representative:
a.List of all irrigation equipmerrt: and materials to be usec:I.
b.Manufacturnr's brochures ar1d/or literature.
c.Malntenance and service manuals.
d.Guarantees a11d warranties.
e. Operating instructions.
2.Supervision: The contractor shall provide a competent superintendent and any necessary assistants on the project while work
is in progress. The superintendent shall not be change cl during the projecl without consent of the owner's representative unless
the superlntendBnt ceases his status as an employee of the contractor. The superintendent shall represent the contractor in lh1:1
corltractor's absence, and all directions given to the sup1ninlerlder1t by the owner's represeritatlve shall be binding as if they were
given to the contractor. The contractor's superintendent shall supervise the contractor's employees on the job site and be
responsible for their actions ancl conduct on the job site, He shall be familiar with all contract documents. plans, specifications
and details and shall have a complete set of plans and specincatlons on the job site at all times.
3.Guarantee; Furnish guarantee for a period of one (1) year from the date of final acceptance at the conclusion of the
Maintenance Period on complete water irrigation system including nonsettling of the backfill in trenches which, lf occurs shall be
corrected, including repairs ar111/c,,r replacement of any material damaged thereby or therefrom. In the event that the contractor
does not respond to the owner's request for repair work under this guarantee within a period of 4S houra, the owner may make
sui;h repairs as he may deem necessary at the full expense of the contractor.
DOCUMENTATION (AS-BUILT DRAWINGS)
Final As-built plans shall be required required by the City Planning and Engineering Departments. The fin a! plans shall be
prepared by the Landscape Architect from dimensions provided by the Contractor. Final irrigation As-built plans will be requied to
be reviewed aod approved by the City and final mylar. will be required to be approved aod signed by the City prior lo Planning
Department signiog the permit card.
Before final acceptance of work., the contractor shall provide a recmd set of drawings showing any deviations from the plans and
speciflcations including but not limited to the following;
a.Changes in piping layout.
b.Changes in location of equipment including valves, quick. couplers, backflow prevention devices, controllers, gate valves, etc.
c.Changes In valve station numbers. All valves shal\ be numbered and correspondir,g numt>ers shall be shown on the record
drawings.
d.AII remote control valves, he>se bibs, quick couplers and shut-off valvBs shall be dimensioned to the nearest Dne-half foot to
permanent objects.
e.AII control wire routing, pull boxes and locc1tion ufsplices shall be shown.
f.Location and labeling for electrical powttr panel arid circuit breaker number shall be indicated for each controller.
II.PRODUCTS
PIPE AND FITTINGS
Pipe sizes shown are nominal inside diameter unless otherwise noted.
1.Brass Pipe and Fittings: JPS Standard Weight 125 pounds, 85% red brass.
2.Polyvioyl Chloride Pipe and Fittiogs: Polyvinyl Chloride, (PVC) pipe shall be Type 1120, NSF approvod, with manufacturers
name or trademark, size class or schedule, working pressure permanently marked continuously on the pipe.
3.Ultra-vlolol Reslstaot (UVR-PVC) Pipe eod Fittings: The ultra-violet resistant polyvinyl chlorido pipe shall be PVC Type 1120
NSF approved, as manufactured by Brownlinet Company in accorclance with ASTiv1 G-53 ancl shall be of nominal scheclule 40
pipe classification.
4.Steel Pipe and Flttings: Steel pipe and couplings and wrought iron couplings shall conform to the specifications of ASTM
Designation; a 120, standard weight, galvanized. Fittings except for couplings, shall be galvanized malleable hun, banded and
threaded, cooformi og lo ANSI Standard: B 16.3, 15D.
5.Dielectric Filti11gs: Manufacturer's standard conforming with the lAPMO Uniform Plumbing Code.
BACKFLOW PREVENTER
As shown on plans or equal as approved by Landscape Architect.
Reduced pressure principal backflow assembly shall cor1sist of an approved brass or bronze body, brass check valves,
hyciraulicanv actuated relief valve, inlet and clischarge shutoffs and field test cocks. Vacuum relief to have atmospheric opening
of greater diameter than JPS of unit. Vacuum relief to be separate and independenl from check. valve member. AH nipples and
other fittings te> be red brass.
PRESSURE REGULATOR
Main Pressure Regulator: Bronle body with separate bronze 'Y' strainer. 300 psi rated inlet, standard spring range of 25-75 psi.
Regulator to be equipped with a union connection between re111..1lator anci strainer. nylon reinforced neopIene diaphragm,
reversible seat washer, and a renewable Mone! seat. Strainer to be equipped with a Monel mesh strainer, 200 mesh.
BALL VALVES
PVC plastic ball valves as specified on the plans.
GATE VALVES
Gode Vi:llves shall be 150 pound base, all brass/bronze construction, single wedge disc, integral taper seats, non-rising stem,
screwed borinets, bronze cross handle and a brass/bronze ground joint union connection at the downstream outlet. Valves shall
be capable uf t>eing repacked under pressure.
REMOTE CONTROL VALVES
Remote control valves shall be Brass body, diaphragm type, glove bodied, pressure rated at200 psi, normally closed cJesign and
shall be actuated by an electric solenoicl which is completely waterproof and part of the valve. The wires in the coll of the
solenoid shall be embedded lo an epoxy resin. The eotire solenoid shall be eoclosed in a watertight housiog, aod shall be rated
ror 24-volt, 60-cycls, AC power supply. Control valves shall be as shown on drawings and details.
REMOTE CONTROL VALVE BOXES
11 3/4'' x 17" by 12" deep green plastic valve box with non-hinged, non-bolt cover marked "Irrigation Control Valve" as
manufactured by Carson Industries.
MANUAL CONTROL SHUT-OFF VALVES
Shall be gate type, red brass or t>ronza, operate at 150 psi, bronze tee handle and threaded ends.
QUICK COUPLING VALVES
Quic< coupler valvos shall ba 1" size, double lugged, lockiog cap, vinyl yellow top (for potable waler) or purple top (for reclaimod
water) and brass of the mode! and manufactures shown on the plans.
Quick coupler kev shall l:>e of brass/bronze with a hose bib assembly.
AUTOMATIC CONTROLLER
The controller shall be as specified in the irrigution legend. Miriimum U.L. Ji5tect, dual-program, solid state, rainswitch, 120 volts
AC, 60 Hz input, battery back-up (with battery provided), built-In transformer far 24 VAC, 60 Hz 2.5A (max) output, 1 mioute to 9
hours timing per station, automatic or manual starting, 14 day program, a minimum of four (4) starts per day per program,
lockable woatherproof case (with two sets of koys provided).
AUTOMATIC CONTROL WIRE
Underground feeder (UF), copper wire with thermoplastic insulation. Color cocle wires to each valve, common wire white, control
wire red and spare wire green and spare wire black. Size shall ba 14 AWG for control wires, 12 AWG for common wires a11d 14
AWG for spare wire for runs up to 3,000 feet. For longer runs or foI batti:try-powered controllers, consult manufacturer's chart.
WIRE CONNECTORS
Scotchlok, Ori-splice or approved equal waterp,ouf connector
PRIMER
Weld-on p-70, "MEK•, LA-00, Loe Product or approved equal. Purple or other distinctive color.
SOLVENT CEMENT
Weld-oo 710, LA-OD, Loe Product or approve~ oquat.
HOSE BIB
Red brass, straight nose, removable handle.
SPRINKLER HEADS
As shown on plans.
THREAD TAPE
Teflon ribboo, heavy duty.
RISER STAKES
#4 Steel relnforc::ing bar for fixed spray ground cover/shrub areas, 1/2" galvanizecl iron pipe for impact
heads.
PLASTIC SLEEVES
Type 1. Grade 2 (impact modified), Schedule 8D.
BACKFILL
Backfill shall be c:leo:1n fill soil.
CONCRETE THRUST BLOCK AND SUPPORTS
200D psi, comprnssiva strength at 28 days, tool finished on exposed surfaces.
TRENCH MARKER TAPE
Shall be four inches l4") wide and yellow colore(j "CAUTION TAPE". Trench marker tape for reclaimed
water systems shall be as specified by the governing local water district.
ADDITIONAL EQUIPMENT
Submit to the owner all keys, adj1.1stmer1t tools and other equipment necessary to operate the irrigatio11
system including two (2) sets tools required for removing, disassembling and adju~Ung each type of
spriokler head an~ valve, two (2) quick coupler keys, two (2) automatic controller door keys and two (2)
keys to unlock automatic control valve box lids,
Ill. EXECUTION
General
1. Drawings; Drawings are diagrammatic and approximate only. Adjust tD meeting existing conditions.
Locate pipe in planting areas where possible.
2. Underground Utilities: Locate and mark locations prior to trer1chin9.
Installation
1. Staking: Prior to trenching, contractor shall stake out all pressure supply lines, routing and location of
sprinkler heads. Layout shall be approved by owner's representative prior to trenching.
2. Trenching; Dig straight trenches with smooth level bottoms to a constant depth. Trench deptl1s shall
De as defined in the !rrigation Legend and Notes. Follow approved staking pattern.
Hand dug trenches under existing. trees to remain, if any. Do not sever roots over 11l2" ln diameter.
3. PVC Sleeves: Install s.leeves, at depths defined in the Irrigation Legend and Notes, where shown on
plans prior to paving. Contractor is responsible for coordinating work with other trades. Sleeve diameter
to be a minimum or two times the size of the encased pipe. Install auto-control wires in 1" minimum
sleeves. Extend sleeve3 12" past paving.
4. PVC Pipe Assembly: All pipe and fittings (except UVR-PVC) shall be protected aod stored out af
ultraviolet ravs and shall not be dropped.
Cut pipe square with a fine tooth saw. Remove burrs with a deburring cone knife or abrasive paper. Pipe
surfaces to be joined shall be clean and dry. Apply primer to the inside of the fitting and to the male end
of the pipe lo the doplh of Iha fitting. While prlmor is still wet, apply light coating ol eemeot to !he primed
areas. Insert pipe into fitting within 20 second of applying cement. Hold weld tightly to!)ether for one
minute to allow cement to set. Allow a minimum of one hour for solvent welds to cure before handling
pipe.
Snake pipe from side to side of trenches to allow for expansion and contraction. Center load, bul do not
cover until all connections have Deen pressure tested and approved by owner's representative. Pipes
shall be separated a minimum of 2" from each other and shall not be stacked.
All irrigation pressure pipe (main line) shall be marked with a continuous trenr;h-marker tape (yellow
Caution Tape) placed nine inches (9") below finished grade and directly above the burled pipe. Trer1ch
marker tape for reclaimed water systems shall be placed per the specifications of the San Dieguito Water
District.
Provide thrust blocks .1t all mainline changes in direction.
5. Brass, and galvanized steel pipe assembly: Cut smooth with power hacksaw, circular cutting machine
using an abrasive wheel, or hand hacksaw. Cut no piping wilh metallic wheelcutter of an~ kind. Ream
out and remove rough edges. Use te-flon tape to make all connections.
Dissimilar Metals: Connect with dielectric or PVC fittings.
Plastic to Metal: Connect with plastic female adapters.
6. Backflow Preventer Assembly: Set plumb and in accordance with manufai;ture's specifications Exact
location and positioning shall be approved at the construction sita. Concrete thrust block shall not be
exposed.
7. Pressure Regulator and Strainer; Install upstream from the backfiow preventer, either in a horizontal
or vertical position.
ENGINEER'S SIGNATURE
APPROVED
~~EE~LAN CHECKER
a.Gate Valves: Install where shown on plans pt?r detail.
9.Fartilizer Injector,:
a. Install at the locations shown on the plans
b. Injectors shall be installed on the mainline upstream valves.
c.Proper backflow prevention ls required. A pressure vacuum breaker shall be installed upstream of tha
injector lf the mainline design does not include a reduced principle bai;kllow preventor. The injector shall
be mounted lower than the pressure vacuum breaker device and higher than the irrigation system.
d. Do not operate at pressure exceeding 125 PSI.
o. apply teflon tapoto the male pipe threads before conoection to tho lojeclor.
10.Automatic Control Valves: Install valves adjacent to main line with manual cuntrol slern easily
accessible and set plumb In valve box; one valve per valve box and cover.
11.Manual Control Valves: Install valves i:idjacent to main line with manual control stem easily accessible
and set plumb in valve box, or set plumb above grade with anti-syphon device.
12.Hose Bit>s: Install where shown on plans per detail.
13.Automatic Controller: Install at location noted and as directed. Temporary electrical connection may
be requlrect.
a. Electrical conduit shall be rtgid metal pipe rrom controller to electrical outlet. Provide 1 #14
CU-THWN for neutral ancl phase wiring to tha 120 volts AC source (not applici:lble to battery powered
controllers.
b. All electrical connectiot1s shall be the responsibility of the contractor. and performed by a licensed
electrician.
c.Conlral\er Chart-after as-built drawing Is approved in wriUng by the an::hitect, two (2) hermetically
sealed-In-plastic legible reductions of the as-built hlQhllghting only those valves controlled by that
controller shall be secured on the inside of the enclosure by the contractor.
d. Contractor shall coordinate electrical wiring and separate 20A circuit from irrigation controller to,
electrical panel (not appHcable to battery powered controllers),
14. Automatic Control Wira: Bury a minimum of 1 B" deep ~ncl Install in treflches with pressure main pipe
where possible. Snake wire from side to side of trench to allow for expansiorl and contraction.
a. Runs. shall not exceed 3,000 feet.
b. Install four foot (4') expansion coil at each valve location.
c.Wire connectors shall be installed at all wire splices.
d. Run one spare wire (black) from controller to ead1 c::lutiter of valves.
a. Heads shall be installed and spaced as shown on the diawing.
15. Nozzle sizes shall be adjusted to accommodate the site conditions.
a. Set heads perpendicular to grade or slope.
b. Install additional heads, valves, pipe, and fittings as 1·equired to achieve complete water coverage.
16. Risar Stakes: Tightly fasten stakes to sprinkler heact riser using punch-lok fasteners.
Pressure Test: All PVC main and lateral lirleS shall be pressure testecl at 150 psi for a period of four (4)
how~ with a maximum loss of pressure of 3 psi. Trenches shall not be backfilled until the test is
approver.I by the Landscape Architect or Ills authorized representative. Do not cover any lines until they
have been observed and approved.
Docume11tation: Documer1t locations of all pressure mainlines, control wlres, shut offvalvas, quick
coupler valves, and remote control valves and their corresponding zones, prior to back.filllng trenches.
Distanc~s to permanent oblects shall b& recorded to the nearest one-half foot
Backfill: Backfill trenches around pipes with clean approved soil. B.11;kfill top 4" with native soil. All
trench backfill shall be free of rocks and debris ovar 2" in size. Compact backfilled treoches ta 90%. Aoy
additional undesirable settling of lrenches shall be repaired to finish gracle and appropriate surfaca
repaired with soil, planting, etc.
Flushing of Systems: After piping and risers are installed, but prior to installation of sprinkler heads, a
full head of water shall be used to flush out the lines. Cap all risers or install heads alter flushing is
complete.
Coverage Test: Prior to planting, contractor shall perform a test of coverage and operation. Heacls shall
be adjusted to cover planting areas and away from building and paved areas. Test shall be performed In
the presence of the owner's representative.
Clean Up: As work progre-sses, all areas shall be maintained in a neat ma11ner and all uns!ijJhtly debris
removed. Upon completion of a project, the contractor shall remove all debris and containers used in
accomplishing the work, Contractor shall sweep and clean all sidewalks, paving and planting areas to
the satisfaction of the owner's representative.
Notice of Completion: When the contractor is satisfied that the system is operating properly, that is
balanced and adjusted, that all work and cleanup is completed, he shall issue the notice of completion to
the owner's authorized representative. The notice of completion shall include a request for final
Inspection.
Final Inspection: The owner's representative will respond to the notice of completion by the contractor
and shall appear for a tour of the project with the purpose of making the final inspection. Any
inconsistencies with specifications shall De noted bv the owr1eI·'s representative anci a written copy of
corrections shall be given ta the c.:ontractor.
Maintenance Period: Maintenance shall begin with the completion of the Irrigation system and shall
contir1ue for not less than ninety (90) clays after all work under this contract is curnpletecJ, inspected, and
the owner's representative gives the contractol' written approval to begin lhe maintenance period.
Final Acceptance: Once all work is cDmpleted, all corrections have been made to the satisfaction of the
owners representative and the system is operating properly, the owner's representative will release a
written letter of acceptance signed and dated to the contractor. The guarantee begins □n the date of
acceptance.
_4_,.,_h~l_o ,~ _
DATE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
RCE. ___ _
REVIEWED BY:
INSPECTOR
LANDSCAPE PLANS FOR:
"AS BUILT"
EXP,, ____ _
HAGEY RESIDENCE
Landscape Specifications
03!27109 OHD (2) Clm1ge1> pitl City Comment Lettar 3I23/0!J APPROVED:
03/1 OID!it OHO (2) C1artges per City Com.Tlertt Letter 2127109
02i19!09 3HD (1) Ch!rnges per revis.ect Gr~dirtg Plan PLANNING
12i08f0!1 OHO I 1 I Ch~ n9es Pill Clly Comment Letter 11114/08
DATE INIT1A.L. REVISION DESCRIPTION
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY A?PROVAL.
DWNBY:
CHKO BY:
RVWD BY:
PROJECT NO.
CDP06-25
DATE
DATE
-0
DRAWING NO.
458-3L
PLANTING SPECIFICATIONS
I.GENERAL REQUIREMENTS
PLAN
The planting plan is diagrammatic, all plant material locations shown are approximato. Plant symbols and/or
'on center' spacings tak:e precedence over planl quantities listed. Quantities shown on these plans are only for
the convenience of the contrai;,ior.
QUALITY CONTROL
SUBMITTALS
Contractor shall submit a 11st of soil amendments, fertilizers, plant materials, seeds, and socl with qua11tities of
each.
GUARANTEES AND REPLACEMENTS
Trees smaller than 15 gallon size, shrubs, vines and ground covers shall be guaranteed to remain healthy and
vigorously growing fc>r 60 days after final acceptance at the end of the maintenance period.
All trees 15 gallon size and larger which have been supplied and installed under this c-ontraci: shall be
guaranteed to live in a healthy condition for a period of one (1) year from the date of final acceptance or the
project at the end of the maintenance period.
All plar1ts found to be dead and all plants not in a vigorous condition rioted within the Guarantee Period shall
be replaced within fourteen (14) days.
Plants used for replacement shall be the same kind and size as specified in the-plant list unless a substitution
ls approved in writting by the Landscape Architecc:t. They shall be furnished, planted and fertillzed as orfg!nally
specified, at no cost to the owner.
Beginning at the time of delivery until the time of final project acceptance at the end of the maintenance perioc:i
thet Contractor is responsible for health and security of plant material, and all materials related to the work
described under the Planting section of the specifications. II any plants are lost through death, or any plants or
other materials are lost through theft or other cause, Contractor shall replace the mate1 ials solely at his own
expense.
GENERAL REQUIREMENTS
Adequately t>take, barricade, and prot(}ct all irrigation equipment, manholes, utility lines, and other existin~
property during all phases of the soil amending and grading operations.
DELIVERY AND STORAGE
When soil amendments are not Incorporated Into topsoil prior to delivery, deliver soil amendments to the site
in the original ur10panecJ containers beaiing the manufacturer's guaranteed chemical analysis, name, trade
mark or trade name, and statement Indicating conformance to State and Federal law. In lieu of containers, soil
amendme11ts may be furnit:.hed in bu!k. aml a c:ertificale indicating the above information shall accompany
each delivery. Store soil amendments in a dry place away rrom contaminants.
Store and protect plants when not installed on the day or arrlva! at the site in the following manner:
Outslde stora9e shall be shaded from the sun and protected from the wind
Protect plants from drying out by covering roots or root ball with moist sawdust, burlap, wood chips, peatmoss,
or simllar rnulr:;hing material.
Keep plants In a moist condition by water1ng with a fine mist
Separate plants to prevent 'damping otf.
SOIL TESTING
Contractor shall arrange for an agricultu,al soil analysis ta be prepared by John Deere Landscapes (1073
North Mar.hall Avenue, El Cajon, CA 92020 (619) 562-8777) or approved certified soil testing laboratory. The
contractor shall provide a copy of the analysis to the Owner and Landscape Architect prior to starting
construction. The results and recommendations of the sell testing laboratory shall be submitted to and
approved by the City. The approved recommendations for amer1dments and back.fill shall be incorporated into
the landscape plans prior to the start of construction and shall become part of tl1e approved plans.
II.PRODUCTS
GRADING AND DRAINAGE
All grading ar1d drainage information Is shown on the plans prepared by the En~ineer. The contractor is
respons.ible for rnairllaining proper grading and drainage during the cours.e or his work, and shall deliver the
firial completed landscape project with proper grading and drainage per the engineers plan.
Landscape Contractor shall verify, in the field, the extent of import or export required to insure final girades and
notify the Owner of any discrepancies which will affect his work prior to beginning work. Finished grade shall
include topsoil of the quality specified herein All topsoll necessary to achieve finished grade shall be provided
l)y the co fltra ctor.
TOP SOIL
Topsoil shall be "A-1 Blend" as available through A-1 Soils Company or equal and shall meet the following
requiremeflts:
Soll texture shall conform to the following ranges:
Clay13% -15%
Silt 17% -20%
Sand 65% -70%
Percolation properties □f material al 90% compaction shall exhibit maximum rates of 6.0 to 7,0 hours for a 1.0
cubic foot hole to drain.
Soil testing shall be conducted by an independent licertsed soils laboratory ancl be paid for by the Contractor.
The test report shall list the following information:
ph
ECoX 10
Sodium Absorption Rate
Percolation Ratet
Boron Leval
PLANT MATERIALS (including trees, shrubs, and ground covers)
Plant material t:.hall be labeled with species and variety names, healthy, insec:t and disease free, free of
noxious weeds artd grasses, ancl no fresh abrasions or excessive healed abrasions. Plant material shall not
be root-bound or the root ball under-cleveloped for that size of container. Plant material shall not be pruned
prior to delivery.
Plants shall be sound, healthy, vigorous and with normally developed. branch and root systems.
All plants not conforming to the requiremer1ts herein specified shall be considered. defective, and such plants,
whether in place or nol, shall be marked as rejectec:f anc:f be immediately removed from the site of the work,
solely at the contractors expense, and replaced with acceptable plarit materials. Inspection shall occur at the
project site at arty time before or c:furing progress of work. Plants shall be inspected for proper size, v1uiety,
arid condition, and for presence or latent defects and injuries.
Contractor shall be responsible for replacement of plants which are damagec:f clue to negligence or irrigation
system failure during construction or during the specified maintenance period.
All plartt material shall be of the species, variety, size, aget, flower color and conclition as specified herein
and/or as irtdicated on the clrawings. Substitution or plarJl material specie, variety, or reduced size will not be
allowed without the written approval or the Landscape Architect. Substitutions must be requested at least thirty
days in advance or schecluled planting time if plant species are unavailable. Contractor must list six valid
sources contactecl in searc;:h for malerial.
Identify plant genus, specie, and variety correctly and legibly on weatherproof labels attached securely to lhe
plant at the job site. There shall be a minimum of one labeled plant for each five plants In a lot and each
variety shall have at least one label.
Plant rnc:1terial shall be nursery grown unless otherwise indicated.
SOD
Sod variety shall be as specified on plans, fully matured, free of other grasses and weeds, 1-1/4" to 1-1/2"
thickness, from same growing ground.
SOIL CONDITIONERS
Soil cortditionars shall be as recommended in the soils analy~is.
COMPOST
Organic Compost shall be thoroughly decomposec:I organic material. Compost shall be "A-1 Compost" as
available through A-1 Soil Company or equal.
BARK MULCH
The Contractor shall submit samples of mulch to Jhe Owner for approval. All wood bark mulch for the project
shall be "Medium Decorative Bark" as available through Hanson Aggregates A-1 Soils. The mulch shall be a
blend of fir and pine bark and include very little sapwood. Particle size shall be 3/4" to 2" in siza.
FERTILIZERS
Materials shall be delivered to the site in sealed bags with the manufacturer's analysis printed on or attached
to the bags. The total gua ntity needed for the entire project shall be subject to the approval and/or inspection
of the owner's representative before application,
Fertilizer shilll be as recommended in the soils analysis.
GYPSUM
Gypsum shall be a commercially processed and packaged gypsum (CaSo 2H20) with minimum 80% grade
containing 14% combined sulfur.
FLOWABLE GYPSUM
Flowable gypsum shall be 50% calclum sufate dehydrate and 5D% inert carrier.
IRON SULFATE
Iron sulfate shall be of quality approved by Jhe soils laboralory.
SULFUR
Soil sulfur shall be of quality approved by the soils laboratory.
PLANTING BACKFILL MIX
Planting backfill mix shall be as recommended In the soils analysis.
HERBICIDES
1. Preemergence: Treflan (granular form).
2. Non.-selectiva broad spectrum systemic postemergence; Round-up.
SURFACTANT
'Soil-air', 'Water-In' or equal.
PLANT HORMONE
'Superthnve' or equal.
TREE STAKES AND TIES
Tree stakes shall be 2" round, Lodgepole Pine stakes, 10 feat long. Tree ties shall be flexible rubber ties.
such as Bordon Cinch-Tie or approved equal.
ROOT BARRIERS
All root barrier products must be approved by the City of Carlsbad.
For biddlrtg purposes, the root barrier shall be Linear Barrier as manufacturecl by Villa Landscape Products of
Lake Elsinore, CA: 1-800-654-4067, ur City approved equal. Root Barrier height shall be 18 inches.
The barner shall be black; made of high density recycled polystyrene rubber modified: Minimum .060
lhickness with a 90 degree rib every 6 inches.
PLASTIC WOOD HEADER
Landscape header edging shall be Bend-A-Board with thermal slip joint manufactured by Epic Plastics. Board
color shall be browr1. Boa1d dimension shall be as specified on the plan.
Ill. EXECUTION
GENERAL
Drawings are diagramatlc only. Contractor shall make adjustments ta meet field conditions. Underground
Utility locations shall be marked prior to excavation.
INSPECTION
The contractor shall inspect the-site and verify that conditions are ready for work.. The contractor shall inspect
all significant factors affecting his work. including exls.ting utilities, the work. of other trndes, existing
improvements and properties, existing Irrigation lines, existing plant material, stockpiled materials., existing
grades, existing dimensions, etc. The contractor shall immediately notify the lafldscape architect of any
discrepancies, whlch ~hall be cor,ected and resolved according to the direction of the lartdscape architect
prior to beginning work.
DECORATIVE GRADING AND DRAINAGE
Prior to beginning fin!sh grading, assure that subsoil elevations are to a reasonable true and even plane at
the required elevations, with due allowance for seed and planting beds.
Adjust descrepancles in. elevations of subsoil to required levels. profiles and contours. Mak.e changes in grade
Qradual. Blend slopes into level areas.
Clear subgrade surfE1ce of stones in. excess of 1/2 inch, debris, and rubbish. Remove subsoil contaminated
with petroleum products.
Cultivate or scarify to a depth of six inches (unless othe:wise noted) arty planting areas where equipmertt has
compacted subsoil.
Finish grade to contours and spot elevations shown ori the plans. Smoothly trctnsitlon all breaks in gracles.
Estabflsh final drainage How lines and gradients for uniform water drainage from high points to drainage
otJtlats or inlet structures..
LandscEtpe c-ontracte>r is responslble for achieving positive drainage at the following minimum gradients unless
noted otherwise:
1 % at all paved areas
2% at all planting areas and lawns
Finish grade for planter areas shall be 2" below paving elevations unless detailed other'l"ise. Finish 1irade for lawn
areas shall be 1" below paved surfaces unless otherwise detailed, or at locations that drainage water will flow onto
or across hardscape, curbs. or paving. At these locations the grades shall be flush or no more than 1 f'l:' below
ha,dscaping. Finish grades shall be of uniform slope and grade between poinm or fixed elevation!-or elevation
controls. Finish grades shall be establishecl from such points.
All finish grades shall be floated to assure a uniform surface without irregular dips or ridges. All turf areas shall be
floc1ted with a minimum 4' wide float and grade ct away from the established flowlines. Roll all proposed turf areas
and reffoiJl to eliminate depressiuns,
CLEAN-UP
Remove all excess soil from site. Leave stockpile aie<is clean, rnked and ready to ,eceive landscaping.
Remove any soil which may have been brought onto paved suJfaces by hauling and grading operations.
FINISH GRADING
All depressions, voids, erosion scars, and settled trenches generated by the deep watering shall be filled with
conclitioned topsoil and brought to finish grade.
Finish grades shall be as indicated on Civil Engirteer's drawings. Final finish grades shall ensure positive
drainage of the site with all surface drainage away from buildings, walls and toward roaclways, drains, and
catch basins.
AJI undulations and irregularities in the planting surfaces resulting from tillage rototilling and all other
operations, shall be leveled arid floated over before pla11ting opemtions are initiated.
WEEDING
Before and during preliminary and finish grndin~, all weeds and grasses shall be dug out by the roots and
dispos~d of off-site.
SOIL PREPARATION
TESTING AND AMENDMENTS
A soil analysis test shall be completed for the project by the Contractor. The Contractor shall follow all
recommendations of the analysis.
CLEARING AND GRUBBING
Remove clebris and roc:ks in all planting areas. Flr11sh planting surface shall be smooth amt even. All grubbed
material shall be removed from the site and disposed of in a legal manner.
Weeds shall be removed by Jheir roots, including Bermuda grass. Weeds shall be removed from all planting
areas, When necessary to cliscourage re--growth, the contractor may apply a suitable herbicide according to
manufacturer's specifications.
O6STRUCTIONS BELOW GROUND
Dig up vegetation roots, rocks, abandoned utilities, old concrete artd asphalt etc., lawfully dispose of off-site.
POST EMERGENT HERBICIDE APPLICATION
Apply non-selective broad-spectrum systemic post emergence herbicide (Round-up) to all areas to receive
plantin9 accardin~ to manufacturer's instructions. Extreme care shall be taken to avoid contact with existing
vegetation which is to remain ancl to avoicl ovtm;pray onto adjacent property. Wait fourteen (14) days to
achieve positive kill, irrigate one week ta germinate new crop of weed seed and repeat herbicicle application.
Do not plant for at least one week., or as specified by the manufacturer, after second herbicide application.
Notify owner's representative three (3) days prior to spraying.
REMOVE ROCKS
Remove rocks of 1" size and larger to a depth of 6".
TOP SOIL IMPORTATION
Topsoil shall be placed on prepared subgrade where clean till soil from the job site is not available to raise
grade to specified level.
SOIL AMENDMENTS AND CONDITIONERS
Soll ammendments artd conditlorters shall be spread per recommendations of the soils analysis.
FERTILIZER APPLICATION
Fertilizer apptication shall be as recommended in the soils analysls.
DEEP WATER LEACHING
After ccnnplete installation and testing or the irrigation system and application of soil amendments and
conditioners, all planting areas shall be leached and compacted artd settlecl by continuous application of water
until the soil has received a minimum of three inches or water.
Care shall be taken that the rate of application of water does not cause erosion of sluffing of soils.
PLANTING INSTALLATION
PLASTIC WOOD HEADERS
Excavate trerwhes for laying ties. Trench depth stmll be so that the finished surface of the header sits 2"
above finish grade. The bottom of the trench shall be compacted to 90%, and shall be-smooth and free of
rocks ancl debris,
See Planting notes for specific installation instructions for Bend-A-Board headers.
PLANTING TREES AND SHRUBS
PlanUng Trees and Shrubs: Plant pits shall be equal to the root ball depth but scarified an adclitional six
inches, and twice as wide as the rootball. II augured holes are used, square two opposite corners to break
root binding. Backfill to place top of rootball flush with finish grade. Puddle and settle prior to placing plant.
Complete backfill procedure after placing plant slow release fertilizer equally at the sides of each plant, and
placed at a depth of 3" below finish grade. Do not place fertilizer at bottom of hola, or on top of finish grade.
Mix surfactant into backfill mix. Construct 2" berm around edge of plant pit to form wafering basin. Water in
with plant hormone mixed with water at manufacturer's recommended rate.
ENGINEER'S SIGNATURE
APPROVED
P N CHECKER
GROUND COVER PLANTS
Ground covers shall t>e planted in the areas inclicated on the drawing:i. The [:J!ound cover plants sh.:111 be roolec:I
cuttin;:,s grown in f!ats, unless othe1V1ise noted her in, and shall r·e:nain in those flats until transplanti:19.
All ground cover plants shall be planted with soil around roots in staggered rows, evenly spaced at the Intervals
called out on the drawings.
The ground cover plants shall be planted sufficle:1tly ::leep to cover all roots and shall be immediately sprinkled afte1
planting until the entire area is soaked to the full depth of all holes
The ground cover planting areas shall be hand smoothed after planting to pro11ide an even and smooth final finish
[lracle
SOD PLACEMENT
Soil ~hall be rnoist to a depth of 6" prior to placing so::t. Lay flat in staggered rows, fill in cracks with sand and mter
~eeply. Roll with 2~0-300 lb. roller.
ROOT CONTROL BARRIER
Install root control barriers at the locations shown on the plans and/or anywhere a tr·ee is planted within 5 feet
uf a public sidewalk. The root barrier procluct must be approved by the City of Car1sbad. Usa roll stock barrier
In locations shown on the plan. If not shown on the plan. install roll stock ,oot banler cor1tirrnously along
sidewalk adjacent to tree locations extending at least 1 O' beyond the center line of tree In. both directions. The
root barrier shall be installed pear manufacturers recomrne11datio11s
TREE STAKING
All trees up to 24" box siz.e shall be ~taked per detail. Larger trees shall be 6tak.ed only where guying is not
possible. Care shall be taker1 not to clamage tree roots or rootball.
PRE-EMERGENT HERBICIDE APPLICATION
Spread evenly over ground covor and shrub areas at 2 lbs.11,000 sq. ft., no earlior than seven (7) days after
planting. Do not apply to turf ar·eas or oth1;n llydroseeded areas. Follow all manufacturer's directions.
Owner's representative shall be present at time of application. Notify representative three days prior to
s.praying.
TURF FERTILl2ATION POST INSTALLATION
Lawn areas shall be brnadcast with commercial fertilizer at the rate of 15 pounds per 1,000 square fest after
lawn Installation.
Upon completion of the maintenance period ancl prior to the final installation, all lawn arnas shall be rertilized
with commercial fertilizar (Turf Suprama 1 S-5-7 or equa0 at the rate of ten pounds per 1,000 square feat.
CLEAN UP
As work progresses, all areas shall be maintained in a neat manner and all unsightly debris removed. Upon.
completion of projecct, contractor shall remove all debris and cuntainers used in accomplishing work.
Contractor shall sweep ancl cleart all sidewalks, paving and planting areas to the satisfaction or the owner's
representative.
NOTICE OF COMPLETION
When the contrnctor is Si:ltlsfiecl that all work. under this corttract:, in~luding clean up, is c:ompleted, he shall
issue the notice of completion to the owner's authorized representative. The notice of completlon shall include
a request fm final inspection.
FINAL INSPECTION
The owner's representative will respond ta the notice of completion by the contractor and sh<JII appear for a
tour of tho project with the purpose of making It lhe final inspection. Any inconsistencies with the
spec.ificatlons shall be noted by the owner's representative and a written copv of corrections shall be given to
the contractor.
MAINTENANCE PERIOD
Maintenance shall begin after each plant is planted and shall continue no less than ninety (90) calendar days
after all work under corttract is completed, inspected, and the owner's representative gives the contractor
written approval to begin the maintenance period.
Contrnctor shall rrrninlairt the plant material in a healthy manner for the maintenance pe1iod. At a minimum.
the contractor shall visit the site-at least once per week during the maintenance period to inspect the health of
the plant material and provide maintenance work: as needed. r...ia111tenance activities rnay incluc1Et, but not be
limited to, water, weed, spray, mow, aerate, reSocl, reseed, rehydroplant, restake and replace unhealthy
shrubs, trees, and ground cover and turf.
Apply herbicide at manufacturer's recommended application rate and time period. Notify site administrator
three (3) days prior to start of application.
Improper maintenance or poor condition of the plant material at the termination of the scheduled maintenance
per1od may cause postponement of the final inspection and completion date of the contract. Maintenance
shall be continued until all work is acceptable.
FINAL ACCEPTANCE
Once work has been completed, all corrections have bean made ta the satisfaction of the owner's
representative, and all plant materials have been maintained in a healthy cortditlon far the maintenance
period, the owner's represantative will release a wriltetn letter of acceptance signecl and elated to the
contractor. The guarantee begins on the date of .1~ceptar1c0,
"AS BU IL T"
DATE
APPROVED FOR PLANTING
AND IRRIGATION ONLY,
INCLUDING PRECISE
LOCATION OF PLANTING
AREAS.
RCE ___ _
REVIEWED BY:
INSPECTOR
EXP. ____ _
LANDSCAPE PLANS FOR:
HAGEY RESIDENCE
Landscape Specifications
03/27.109 BHD (2) Chimges per City Comme11t Letter 3123/0~ I APPROVED: ,/, I J.\..
--+---~~----+----+--+------+----I I rt..)(---1 <=r-~\~1 I 03i101D9 SHD (2) Changes per City Cummerit Leiter 2127/0!i'
02/19!08 BHD (1) Changes pe1 cevi:;ej Grading Plan PLANNING
12(06{[)1;) 6HO I 1) Changes per Clty Comme-nt L.e-twr 11 /14,'08
DATE INITIAL REVISION DESCRIPTION
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
·OTHt.RAPPROVAI.. CITY APPROVAL
OWN BY:
CHKD BY:
RVWD BY:
PROJECT NO.
CDP06-25
DATE
DATE
-0
DRAWING NO.
458-3L