HomeMy WebLinkAboutDWG 905-2L; CT 81-29; ALICANTE HILLS; 01-15•
SLOPE PLANS
LA COSTA, CALIFORNIA
THE DAVIDSON COMPANY
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NOT TOSCAL.
----General
HARDSCAPE
Notes---
1. CONTRACTOR TO REVIEW CONSTRUCTION PLANS AND GRADING PLANS THOROUGHLY PRIOR TO BEGINN
2. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT PRIOR TO START OF CONSTRUCTION FOR PRE-JOE
ALLOW 24 HOURS LEAD TIME.
3. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT TO REVIEW HARDSCAPE FORMING PRIOR TO POUR!
24 HOURS LEAD TIME.
4. CONTRACTOR SHALL NOT MAKE FIELD CHANGES TO PLANS UNLESS AUTHORIZED BY LANDSCAPE ARl
UNAUTHORIZED CHANGES SHALL BE CORRECTED TO CONFORM TO THE PLANS AT NO ADDITIONAL er
5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES AND SERVICES PRIOR
CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ALL DAMAGE CAUSED BY FAILURE TO DO SO.
6. CONTRACTOR TO PULL ALL NECESSARY BUILDING PERMITS NEEDED TO COMPLETE JOB.
IRRIGATION
1. CONTRACTOR TO MARK ALL VALVE BOXES WITH A WHITE 4'' STENCILED LETTER INDICATING'
STATION NUMBER.
2. PAINT ALL BACKFLOW DEVICES, VALVES, HEADS NEAR WALKS, AND EXPOSED CONDUIT WITH
AS DIRECTED BY THE LANDSCAPE ARCHITECT.
3. FINAL LOCATION OF CONTROLLER TO BE DETERMINED IN THE FIELD --SEE LANDSCAPE A~CHITEC
4. REFER TO GENERAL IRRIGATION NOTES ON IRRIGATION PLAN.
PLANTING
1. ALL BOX TREES ARE TO BE SELECTED BY THE LANDSCAPE ARCHITECT. BID KEELINE-WILCOX TREE PRICES.
2. CONTRACTOR-IS TO SPOT ALL PLANT MATERIAL AND HAVE LANDSCAPE ARCHITECT APPROVE THE SPOTTI~G ~RIOR
TO THE EXCAVATION OF ANY PLANT PIT. ALLOW 24 HRS. LEAD TIME. ANY TREE, SHRUB, OR VINE THAT IS
PLANTED WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT MAY BE MOVED AT THE CONTRACTOR'S EXPENSE.
3. REMOVE STAKES FROM ALL ESPALIERS AND VINES AND ATTACH TO WALLS, POSTS, ETC.
4. REFER TO SPECS. FOR SOIL PREP. INFORMATION.
5. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT FOR FINAL INSPECTION WHEN INSTALLATION IS COMPLETE,
AND A FINAL MAINTENANCE INSPECTION AT THE END OF THE MAINTENANCE PERIOD.
Index---~
NO. DESCRIPTION NO. DESCRIPTION
X TITLE SHEET 12 TREE & VINE PLANTING PLAN
1 IRRIGATION PLAN 13 SHRUB PLANTING PLAN .
2 IRRIGATION PLAN 14 SPECIACATIONS
3 IRRIGATION PLAN 15 .
4 IRRIGATION PLAN 16
5 IRRIGATION DETAILS 17
6 TREE & VINE PLANTING PLAN 18 -
7 SHRUB P-LANTING PLAN 19
8 TREE & VINE PLANTING PLAN 20
9 SHRUB PLANTING PLAN 21
10 TREE & VINE PLANTING PLAN 22
'
11 SHRUB PLANTING PLAN 23
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IRRIGATION LEGEND
'.JYMliOL MANUFACTIIRFR MODEL e FULL HALr QTR. RAO, PSI DETAIL
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''I"-10 SERIES 7.3
MI"-10 7 .3
MJ"-10 5 .8
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MI "-10 '.3
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300-00-XX" 2 .88
1804-15-SAM 3 .0
1804-10-SAMI.A l. 57
11104-15-~S r -SAM
1804-15B-SST-SAM
1806-165-SS 2 .10
J .4
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2. 7
2.7
2,1
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1.44
1.5
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1.20
1.7
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1.4
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. 75
.39
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40'
35'
35'
30'
50
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50
50
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30' 50
21' 35
12' 25
10' 20
4'X26' 15
5'X2D' 30
22' 30
1806-168-Sl.A f.10 1.20 .80 Hi' 30
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AUTOMATIC COHTROLLER ISC-24-W l W)l ALL IN A PACIFIC CONTROLLER ASSEMBLY
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" REMOTE CONTROL VALVE [FA-CP-PRS SIZE PER PLAN I
fl QUICK COUPLER VALVE 5-LRC w/ YELLOW LOCKING 1/ltm COVER (#:15K Kl:Y)
HAMMONC GATE VAi '✓[ 606-32 UN£ SIZE
" SJ.' ING CHECK VAL VE 903 " " ----1 AS o\PPROVED PVC CLASS 315 MAIN PRESSURE I IN[ ~OR PIPE 2" ANO LARGER 18" DEPTH
----AS APPROVED PVC SCH 40 MAIN IRRIGATIUN LINE FOR PIPE H" AND SMALLER18" DEPTll
AS f,PPROVED PVC CLASS 200 NON PRESSUllE LATERAL LIHE(PIPE BELOW GRADE12" DEPTH
----1 BROWNLINE UVR-PVC SCH 40 NON PRESSURE LATERJ\L ON GRADE STAKE@ 61 0.C. e-DENOTES VAL'JE STATION Nl.lMBER
DENOTES GALLONS PER MINUTE DEMAND
DENOTES VAL VE SIZE --@-rrnr:o BAU.FLOW Prl.t.VUHER 825 Y 2" RDUCED PRtSSURE TYP_E
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PROJECT MGR. :
SWEENEY /PARINB.A
DRAWN:
G. MOTSHAGEN
(DATE: J pEc, 2 ~d 1465
( SCALE : 1"-20'-()" )
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ALICANTE HILLS
LA COSTA, CALIFORNIA
THE DAVIDSON COMPANY
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'Jht. ~land Concern, Lid. 1983. The use of lhese plans and specilicallons shall be restncted .to the original s,te for wh,ch they were prepared. These Pl:ans are no! to be reproduced, char,•:,;,1, :::;, cop1t1~,: many form or I"' · • ,·,.,whole or in pal'• ' --
REVISIONS:
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~.,a?·"' \,;:.,-'Cl(,, ::Jo.'5 ·iJii'!lll,t-n EXISTING 2" WATER METER.INSTALL A A RAINBIRD ISC-24-W.INSTALL IN 111tq11t /.4 ··~ .. --~· ;..,:::v,_ -~~ 1/d ,·. _;-l! -2"e_,...,_ ·. · y,..,-/''4" ·1,lllli,t•t 2" FEBC0#825 Y REDUCED PRESSURE A PACIFIC CONTROLLER ASSEMBI Y flll/ti,J ' _;;;-:::V-_.,,. ~ //J'
e-" w rs~:: Y . \-1, -TYPE BACKFLOW PREVE.NTER AS PER , # CA·l0-24·SS .ENCLOS~RL POWLR . /' 8 illltillll t-. . ft._,, , z-,,,,),:,..,,,,,1 , ....,.,..,_..,,.,,.y ·,1il'I,\-LOCAL CODES. . TO 8E PROl/lOED B'fl!THERS. 01.J/lj -11nn,_, ···~,,.._ -~ ~,,y.1
· ,,,,;, / ::i: -filil 0,;ilh.,,, l191r, ·· ":¥'. .. /A'·•·l'Q .....J-· :::: .•· ..,.,_ ,yr ,_,,
::: ' , ._'""' -f -i ,,,jjj;\,jjj;\-IRRIGATION LEGEND 1Jnn1_.1Jnn
CTURER MOO!::_# FULL HALF QTR. RAD. PSI DETAlL 1#.t't
~y POP UP HEM "1"-10 SERIES 7.3 3.4 1.7 40' 50 -1-f
<:uqus " "I"-10 ". 7.3 3.4 1.7 40' 50 _ .,.
°"0 UP 11 "I"-10 " 5.8 2,7 l."ll 35' 50 Jilli,$
<"U';U[I " "I"-10 " 5.8 2.7 1.4 35' 50 .. ..,_.
"rio UP " "I"-10 " 4.3 2.1 .9 30' 50 #4!!1r(
,:uquB " "I"-10 '' 4.1 ?.1 _Q ln' 50 -#-/
POP UP " 300-0Q-x:(M 2.88 1.4'1 .72 21' 35 •1-
UP TURF HEAD 1804-15-SAM 3.0 1.5 .75 12' 25 ,_ /-/.
w ' ~
' 15 -1-
30 I I 1•1-1
,a I -,-m ~
MANUrP
HUNTER ROTO
SHRII~
" POI
" " SHRL
" POI
" " SHRvu
TORO " POP
RAINBIRD POP
"I"-10 " 5,8
"I"-10 " 5,8
"I"-10 " 4,3
"I"-10 " 4.3
300-00-XX'" 2.88
1804-15-SAM 3,0
RAD. PSI DETAlL
40' 50
40' so I
35' 50
35' 50
30' 50
30' sn
21' 35
12' 25
10'
4' X26
5' X20
2?'
10'
•• ~~ ,ti.
Y' •• \ii, \i
~""" t
fi II AUTOMATIC CONTROLLE.M TSC-(4-W INSTALL IN A PACIFIC CONTROLLER ASSEMBLY .,.,
S II REMOTE CONTROL VALVE EFA-C!'-PP5 Sil[ PER PLAN I ., __
(i " QUICK COUPLER VALVE 5-LRC w/ 'iLLLOW LOCKING VINYL COVER (1155K KEY) J,
'--···--· --"·~~---
M HP..r+10ND GAff VALVE 606"32 LINE SIZE / i
-N-" SWING CHLCK VALV[ 903 " "
----AS A?PROl'ED PVC CLASS 315 MAIN PRESSURE LINE FOR PIPE 2" AND LARGER 18" DEPTH
----AS APPROVED PVC SCH 40 MAIN IRRIGATION LJ:;f rfiR PIPE H" /I.ND Sl-1ALLER18" DEPTH
AS APPRO'~ED PVC CLASS 200 NON PRESSURE LATERAL LINE(f'lP[ B[LOW GRADEl2" DEPTH
----1 BROWNLlNl UVR-P~C SCH 40 NON PRESSIJRE LAT£F<AL ON GRADE STAKE.@ 6' 0.C. e-DENOTES \JAL\IE STAf JON NUMBER
DENOTES GALLONS PER HINOTE DEMAND
DE.NOTl:.S VALVf S17E -@-fT3CO BACKFLOW PREVENTER 825 Y Z" RLljULllJ PR[SSIJR[ TYPE
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SLEEVES TO BE 1 2 3
• SPLICE COAT," I!!
#DB-2358 $1
G> AVAILABLE FROM: .0
GLOBAL SPAN PRODUCTS
P.O. BOX 145
CAMBELL, CA. 95009
(408) 379-2358
~
G)
-----r-~--, ---] g _ _J "'?'a-,_. =-w
-114"~ l
THREE WIRES ~---,,
_\
'-.:z.___r •. ''
= ~ -· ;. -~ E9,g p& --~ 8 FOUR WIRES
I. CLEAN AND STRIP WIRES. CONNECT WIRES \HTH A 'SCOTCH-LDC' OR EQUAL
ELECTRICAL WIRE CONNi::CTOR. WIRES ARE TO REMAP! CLEAN AND DRY TO ENABLE SLEEVc TD PROPERLY SEAL.
2. POSITIO'., SLEEVE TO APPROX, 1/4" OVER WIRE CO'.<NECTOR (FIG. 2). PUSH CLIP OVER SLEEVE END AT EACH PAIR OF WI,ES AS SHOWN.
3. SHRINK THE SLEEVE WITH A TORCH AT A LOW FLAM':. SI-JEEP SLOWLY BACK
AND F:)RTH AROUND SLEEVt;; UNTIL ADHEASIVE FLOWS AND SEALS AROUND WIRES AT EACH CLIP. HOLD TORCH 4 -6 INCHES FROM SLEEVE, DO NOT
TOUCH FLAME TO SLEEVES OR WIRES. AVOID SCORCHrnG. ALLOW TO COOL -FOR J\PPROX. TWO MINUTES.
WIRE SPLICES
NOTE: ALL PRESSURE MAIN LINE UNDER r---•sATURATE.AND COMPACT
PAVEMENT SHALL BE BURIED TO / ~ 6" BACKFILL TO 90%
A 36" MIN. DEPTH / R...,.------l
~ ~-, ~"" //~~/-:r) // i~ ~ oor.. 0~,
N'.J z ~/ //%/// /// / ~~~@~,:i,) ~ ~ i: ~-✓ / ,/ / / / ~
"' ;c, / / / / ,//. ~{.'.; ;8 u.J :::: / / /,· / / ,,, :z:: v, N ,, / i-,.-..,: ~ ~ .--1 //~</:/: /' ~ .._. FINISH SURFACE
~ "' "'™ / ,· ·· / / NON-PRESSURE
;;:; ~ / ~///// / 'LATERAL' LINE ~ /~//:,</0'/,.I}--~-=-: PRESSURE 'MAIN' LINE
/ / / / , / DIRECT BURIAL, LOW L../..:...! J.../-~ VOLTAGE CONTROL WIRES,
BUNDLE Arm TAPE TO
PIPE AT 10 FT.
TRENCHING
-"'
co -
I -
-~llill
ll1l1
,------~--TWO PIECE QUICK COUPLER VALVE WITH LOCKING COVER
FINISH GRADE -SHRUB AREA
--------. BRASS NIPPLE
48" LG. #4 REBAR CU\MPED IN
I++-~-------TWO PU\CES WITH GALVANIZED OR
STAINLESS STEEL BANDS,
BRASS 90° STREET ELL
r-----o BRASS NIPPLE
1 • SCH. 40 PVC TEE OR ELL
PVC MAIN LINE PIPING
QUICK COUPLER
* ALL WIRING TO
BE INSTALLED PER
ALL LOCAL CODES.
0
II • WEATHERPROOF
CONTROLLER MODULE
l?O VOLT POWER &
le-----. GROUND CONNECTIONS
CONTROL WIRE
'-----e CONNECTIONS
JUNCTION BOX II'. I • 2" DIA. STEEL PIPE POST
CONDUIT : I I ' • MOUNTING FLANGE W/ SLEEVE .__ --~"TTT"-/ ANCHOR BOLJS
t----18 CU, IN. CONCRETE FOOTING
FINISH GRADE
__ :....c,.
·,_../
UF D[RECT BURIAL WIRE (TO REMOTE CONTROL VALVES)
AUTO CONTROLLER
NOTE:
USE SCH 40 PVC FOR ALL PIPE ANO FITTINGS
FOR VALVE SIZES 1-1/2" AND BELOW. AMATEK GREEN PLASTIC
VALVE BOX (OR EQUAL)
WITH LOCKING COVER.
NOTE:
VALVES UP TO 2" DIA. SHALL HAVE
MALLABLE IRON TEE HANDLES; VALVES
LARGER THAN Z" SHALL HAVE SQUARE ·
OPERATING NUTS.
-APPROVED GREEN PLASTIC, ROUND / VALVE BOX, W/ILOCKING COVER. USE CLASS 315 PVC PIPE AND SCH 40 PVC
FITTINGS FOR VALVE SIZES 2" AND LARGER. MARK 'G,V.' W/ 2" WHITE LETTERS
z ' ·1-' i: lfri§IT
"'
LATERAL
LINE
FINISH GRADE ffin"",~""~1""1ll1'""=-·--
""1111
1111
CONTROL WIRES WITH
24" EXPANSION COIL
SCOTCH-LOC WIRE
CONNECTORS (OR EQUAL)
1 CU.FT, PEA GRAVEL
2 x 4 REDWOOD
BLOCKING
=IIL§'l!!'E . 111fE=>111
-1·':flm'~'';
m1r ''11111
11!11 T
FINISH GRADE
c :1 ,.:. __ :JIIH=ll
1•::1 •11i11=f171 • BRASS UNION ,1 .. i(i Hi!-1,! ,Ii:,,__ __ _. PVC. SCH.80
. NIPPLE
r----e PVC. ADAPTER
Jl~W~UJ · 1 · ~~SER Mti N~J~fo
---~~ -...r--..I ••• ;: ·, () -J;::,,, ;Ii -~ <O ff<v"" ' ,,. ' ~
--. 1 CU, FT, PEA GRAVEL
,.-----o 2 x lJ REDWOOD BLK'G
.f
)-----◄ MAIN LINE
CONTROL VAL VE
NOTE:
SET HEAD 4" ABOVE FINISH GRADE AT TIME OF INSTALLATION.
RESET TO FLUSH WITH FINISH GRADE FOLLOWING PLANTING INSTALLATION.
CONCRETE WALK OR CURB TT
FIN I Sil GRADE
POP-UP LAWN HEAD
PVC SCH. 80 NIPPLE
LENGTH AS REQUIRED
·*-►
TR I PLE SWING ASSEMBLY
#SOTS (;") OR #75TS (3/4")
'------4 PVC LATERAL LINE FITTING
POP-UP SPRAY
• NOTE:
GUYING OF MULTI-BRANCHED TREES IS LEFT
TO THE CONTRACTORS DISCRETION DEPENDING
ON BRANCH STRUCTURE AND WIND EXPOSURE.
_r---e 1/2" DIA. GREEN GARDEN HOSE
,r-o 1/2" DIA. WHITE POLY TUBING
GALVINIZED TURNBUCKLE
10 GA. GALVINIZED GUY
WIRE 3 REQUIRED
FINISH GRADE
2 x 4 x 18" REDWOOD DEADMAN
@ EACH GUY WIRE
''
GATE VALVE
NUTE:
SET HEAD 4" ABOVE FINISH GRADE AT TIME OF INSTALLATION. RESET
TO FLUSH IHTH FINISH GRADE FOLLO'•lNG PLANTING INSTALLATION.
cv4;t"" -0 08, o•
CONCRETE WALK OR CURB • o /
7 :),);pi(//'.;' r' ➔.<:I . / FINISH GRADE
IMPACT POP-UP,
PVC SCH. 80 NIPPLE -
LENGTH AS REQUIRED
TRIPLE SWING ASSEMBLY ,
#75TS (3/4") OR #lOOTS (l")
PVC LATERAL
LINE FITTING
IMPACT POP-UP
/:
;B;(,Y~,IP ":, ~ C, : . , p~~ PRE'IAI'-ING '•HID DIRcCTION
J 0
~ LODGEPOLE PINE TREE STAKE
....J ....J < -0: "'
$= ' CD
' CD
u e ° COPPER NAPTHENATE TREATED
3 -1/2" GREEN GARDEN HOSE TIES
SECURE WITH SHINGLE NAIL
PREPARED BACKFILL "' "' "' .., ..-----◄ SEE SPECIF I CAT IONS
"' 0 "' CL 0
CL
,•
CD .
0:,
, 0 3" HIGH WATER BASIN
/ (AT TIME OF PLANTING)
1 ,___.., FINISH GRADE
~~ AGRIFORM TABLETS -TO BE ADDED
11///'.Jl~ll,I PER MFG. RECOMMENDATIONS 1· ~r
-$..-1-' . -t: r -= I c~ Ju:~-c ,I ~1111-7 ~. z .. ,= , , ~ITTi~lTill / • REFER TO TREE STAKING
DETAIL FOR PLANTING
PIT SPECIFICATIONS
....J "' < ... => a.. c,, w W,=,
1Jg
~
-·-11'
---SHINGLE NAIL
lllli
m TREE GUYING
\
'
IRRIGATION LEGEND
2x DIA.!OF
ROOT BALL
l 1::
I !111 E LODGE POLE
HOSE (TWISTED l
TREE TRUNK
TREE STAKING
I SYMBOL MANUFACTURER MODEL # FULL HALF QTR. RAD. PSI DETAIL
J8li:i'1 NJ HUNTER ROTORY POP UP HEAD "I"-10 SERIES 7.3 3.4 1. 7 40' 50
l8H~ iQl " " SHRUB " 11 111 -10 " 7.3 3.4 1. 7 40' 50 ®tm " " POP UP " "I"-10 " 5,8 2.7 1.4 f5' 50
JS! !ti " " SHRUB • 11 1 "-10 " 5.8 2.7 1.4 35' 50
~00 " " POP UP " "1 11 -10 " 4.3 2.1 .9 30' 50 :s:0 (.) " " SHRUB " ll I "-10 " 4.3 2.1 .9 30' 50
@(}0 TORO " POP UP " 300-00-XX 11 2.88 1.44 .72 21' 35
00 cfi RAINBIRD POP UP TURF HEAD I804-15-SAM 3 .0 1.5 .75 12' 25
®.O .di. " " " " " LA 1804-10-SAMLA 1.57 . 79 .39 10' 20 I
a " " " " " STRIP I804-15-SST-SAM .89 4'X26' 15
• " " " " " " 1804-15B-SST-SAM .91 51 X20' 30
aJ. -s:z " " "SHRUB " 1806-16B-SS 2.10 1.20 .80 22' 30 '{/ w " " . " 1806-16B-SLA 2.10 1.20 .80 16' 30
A " AUTOMATIC CONTROLLER ISC-24-W INSTALL IN A PACIFIC CONTROLLER ASSEMBLY s-" REMOTE CONTROL VALVE EFA-CP-PRS SIZE PER PLAN I
(i " QUICK COUPLER VALVE 5-LRC w/ YELLOW LOCKING VINYL COVER (#55K KEY)
M HAMMOND GATE VALVE 606-32 LINE SIZE
-N-" SWING CHECK VALVE 903 " "
-•--1 AS APPROVED PVC CLASS 315 MAIN PRESSURE LINE FOR PIPE 2" ANO LARGER 18" DEPTH
----, AS APPROVED PVC SCH 40 MAIN IRRIGATION LINE FOR PIPE ll" AND SMALLER18" DEPTH •
AS APPROVED PVC CLASS 200 NON PRESSURE LATERAL LINE(PIPE BELOW GRADE12" DEPTH ----1 BROWNLINE UVR-PVC SCH 40 NON PRESSURE LATERAL ON GRADE STAKE @ 6' O.C, e-DENOTES VALVE STATION NUMBER
DENOTES GALLONS PER MINUTE DEMAND
DENOTES VALVE S[ZE -@-FEBCO BACKFLOW PREVENTER B25 Y 2" REDUCED PRESSURE TYPE
,,
,-----------• BRASS 'AYE STRAINER W/30 MESH MONEL
.------------. 3/4" HOSE BIBB
.------~------o GACKFLOII PREVENTER
~--<tBRASS NIPPLE -4" MIN. LENGTH TYP.
\Jlllll"IQ • BRASS 90" ELL (TYP.)
BR,~SS UN ION
b:, .,,,~,,;,:,.::: j k~ BRASS NIPPLE (TYP.)
PVC MALE ADAPTER
TO SPRINKLERS
l 2"X l Z"X 12" THRUST BLOCK (TYP.)
' • TO P.0.C. ADAPT AS REQUIRED
R.P. BACKFLOW
.,_,_,..,_ ___ -SH,UB SPRAY HEAD
Q ti (" CONCRETE 1,ALK OR CURB
SCH. 30 PVC IHPPLE
FJ:HSH GRADE
:,.I : ). f k. · • • MARL EX STREET ELL
PVC STREET ELL
PVC LATERAL LINE FITTHIG
SHRUB SPRAY HEAD
LE MAX CONTROLLER ENCLOSURE
"MARK 11• SERlES. INSTALL
AS PER MANUFACTURERS'
INS.TRUCTIONS .. .-------,.
IIALL MOUNT o----t,t------
COIITROLLER
FINISH GRADE
PVC CONTROL WIRE CONDUIT• '
& SWEEP ELL-1 PER CONTROLLER-
SIZE PS REQUIRED
CONCRETE PAD g•
LARGER THAN ENCLOSURE
ON ALL 4 SIDES -4"THICK
COijCRETE
4S SLOPE (TYP.)
' • 120V POWER CONDUIT
AND SWEEP ELL-SIZE
AND MATERIAL PS
REQUIRED BY CODE. .
VANDAL PROOF ENCL.
IRRIGATION NOTES
• THIS DESIGN IS DIAGRAMMATIC. EQUIPMi::NT SHOWN IN PAVED ARrns r,.s FOR DESIGN
CLARirICATION ONLY AND rs TO BE INSTJI.LLED WITHIN PLANTED AREAS WHEREVER POSSIBLE.
• FINAL LOCATION OF AUTOMATIC CON1RDLLLR TO BE DETERMINED BY QliJNER'S AUTHORIZED
REPRESENTATIVE, AND/OR LANDSCAPt A~CHITECT.
e DO NOT WILLFULLY INSTALL THE SYSTEM AS □[SIGNED W,1u, IT rs OBVIOUS IN THE FIELD
THAT UNKNOWN OBSTRUCTIONS OR GR.I\DE DIFFEREi!CES EXIST lHAT WLRE NOT KNOW; DURING
DESIGNING. SUCH CONDITIONS SHALL BE BROUGHT TO T:iE ATTENTlO'i OF TH: OWNER'S
AUH;ORIZEO REPRESENTATIVE, OTHERWISE THE IRRIGf1TION CONTRACTOR MU)f ASSUM[ FULL
RESPO~SIBILITY FOR A~Y AND ALL NECESSARY REVISIONS.
e INSTHLL ALL EQUTPM~NT AS SHOWN IN DETAILS. CONTRACTOR SHf1LL BE RESf'ONSIIlL[ 10
COM?LY WITH ALL CITY A'm COUNTY REQUIREMENTS FOR BOTH EOUIPMENT mm INSTALLAfION.
• INSTALL ALL QUlCK COUPLER VALVES IN SHRUB ARfAS WHERE PRACTICAL ANO WITHIN 18" OF
HARDSCAPE. INSTALL lN A 8" DIA. VJl.LVE BOX !F PLACED IN TURF AREA.
• All SPRAY HE/1.DS /1.DJ/\CENT TO SIDEWALKS, CURG. QRTVEWAYS OR OTHER PEDESTRIAN PATH-
WAYS SHALL BE INSTALLED ON /\N 1"\PPROPRl/\TE POP-UP BODY A.ND SET Fi.l/SH WITH THE rINISH
GRADE.
• INSTALL ALL SPRAY HEADS WIT'1 >iOZZLES OF i-HE A?P[WPRI/\TE ll[GRlE er RADIUS FOR THF
AREA OF covrnAGL AD,IUST ALL HEADS TO ELIMINATE SPRAYIMG 'dATER ON BUILDINGS ANU
HARDSCAPE. ADJUST ALL VALVE FLOW COll:TROI S FO.~ OPTIMUM P~RFORMANCE.
• INSTALL AN APPKOVED ANTI-DRAIN Di:VICE ON THE RISER OF ALL LOW HEADS TO PREVENT LOW
HEAD DRAINAGE ANJ SOIL EROSION.
• SYSTEM DESIGN IS BASED ON MINIMUM OPERATlNG PRESSUFE Sl-!C1W'N AT FACY POINT OF CONNECTION.
MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRAClOR SHALL VERIFY ALL PR[SSURFS CN
SITE PRIOR TO CONSTRUCTION.
• 120 VOLT ELECTRICAL PO'.IER OUTLET FOR CONTROLLER TO BE PRUVfDEO LlY OTHCRS. IRRIGATION
CONTRACTOR $:--'ALL BE R.ESPONSIBLE FOR MAKING r'OOK-UP FRO~ OUTLET TO CONTROLLER.
e ALL i,jJR[ FROM CO~TROLLlR TO ELECTRIC CONTROL VAL'/ES TO BE COPPER UF .1!14 DIRECT Bl:P.:AL.
USE BL\CK FO,{ PilOT-WHlTE FOR COMMON. IN~TALL HI crn~MON TRENCI! WITH MIN LINE PiP!HS
WHERE POSSIBLE. PROVIDE MINIMUM 18" COVER.
• PROVIDE MINIMUM 18" COVER OVER ALL PRESSU?E MAHl LUE. PIPTNG AND 12" ovrn ALL NON-
PRESSURE LATERAL LINE PIPING. ALL PIPE U~JDER PAVED AREAS fO l_l[ PVC SCH. 40 INSTALl.ED
PRIOR TO PAVING IHTH 36" MINIMUM COVER.
• IRRIGATION CONTRACTOR SHALL FLUSH All LINES AND ADJUST ,~LL f-lE.I\DS FOR MAXIMUM PLfffOR-
MANCE AND TO PREVENT OVERSPRAY ONTO WALKS, DRIVES, AND BUILDINGS f,S MUCH AS POSS18L[.
• UPON COMPLETION OF JOB PROVIDE O'.~NER WITH A qE?ROD'JCIBLE SET OF "AS BUILT DRAl·HNGS".
• THE SYSTEM SHALL BE FULLY GUARANTL[D FOR A PFRIOD OF O~ff YEAR. ANY DEFECTIVE M/\TERIAI_
OR POOR WORKMANSHIP SHALL BE REPLACi::D OR COR~ECTED BY THE IRRIGA!lQf,! CONTRP..CTOR AT rm
COST TO THE OWNER.
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TREE & VINE
PLANTING
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LA COSTA THE DAv·•nsoALIFORNIA N COMPANY
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THE DAVIDSON COrJIPANY
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·,, and Concern, Ltd. 1983. Tt'!f' · ••<;e plans and si:iec1f 1calions shall I be rc•,te•-.,,.,. ,o lt1e ,)rig,n,;d e;il1~ for wh1ct: H'.G/ ware µrei;ared. These plans are not to be rep,,:,duced, c ~a,nged, or copied 1n any form or manner in whole or •n part, nor are !hey to be assigned to any third party w1thoul first nbta1mn9 wntten permission an~ ;,;<..1nsenl from Land Concern, Lid. Title 1o the plans and specifications included herein shall rem am the property of Land Concern, l t-'
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CONCRETE
1. SCOPE
Furnish and install all concrete work complete as indicated on the drawings and
specified including:
A. Furnish and set all reinforcing steel, bolts and anchors.
B. Install all items required by other trades which are to be cast 1nto concrete.
C. Concrete mow strips, footings for: walls, fencing, benches, etc., where
applicable.
2. GENERAL
All requirements of subsection 3.31, standard specifications for Public Works
construction, shall apply except as specified herein.
3, MATERIALS
A. Portland cement shall confonn to ASTM-ClSO, Type I or Type II.
B. Concrete aggregate shall conform to ASTM-C33.
C. Water shall be clean, free from strong acids, alkali, oil or organic matter.
D. AdmixtL1re for all formed concrete shall be SIKA Chemical Carp's "Pla.stiment",
or approved equal. applied in strict accordance with manufactL1rer's directions.
E. Reinforcement: reinforcing steel ASTM-AlS and ASTM-A305.
Wirefabric: ASTM-Al85.
F. Fonns
{1) lumber shall be uconstruction grade" douglas fir.
{2) Plywood for forming of concrete which is exposed shall be Plyform.
All plywood used for forming shall be at least 5/8-inch th1ck, and edge
sealed.
G. Expansion joint filler shall confonn with ASTM-01751 (premolded).
4. CONCRETE
A. Quality
{l) Contractor assumes responsibility for the design mix and guarantees the
specified ultimate strength as indicated or specified herein.
(2) Concrete, minimum 28-day ultimate strength shall be 2000 psi.
{3) Ready-mixed c-0ncrete shall confonn to ASTM-C91+.
B. Proportions and Consistency
(l) The proportions. of aggregate to ceirent shall provide a dense mixture
which will readily work into all corners of the forms and around all
reinforcements without any segregation of the materials, cause excess
free water to collect on the surface or cause excessive bleeding of
the forms.
(2) The recommended practices of the American Concrete Institute shall be
followed in all applicable procedures. The rMximum slump shall not exceed
3 inches for footings, slabs ongrade, and mass concrete; 5 inches for
foundation walls.
C. Control
The concrete quality, proportions, consistency, etc., is subject to the
approval of Owner, and no changes shall be made without his prior written approval.
5. FORMWORK
A. f6ffflS for concr~te work shall be elther metal or wood. Forms that are
war~ed or that do not have a smooth straight upper edge shall not be used.
Forms shall be set with the upper edge of the board true to line and grade
and shall be staked rigidly in place with stakes set not more than four feet
{4') apart so as to remain immovable throughout the construction. All forms
shall be approved by Owner within a tolerance of one percent (1%). All
materials shall be accurately and separately weighted and mixing sha11 con-
tinue until the dlstribution of material is uniform and the mass of concrete
is homogeneous.
B. Two and one-half (2-1/2) gallons of water per cubic yard, shall be withheld
from the mix at the plant, and all or a portion may be added to the mix at the
job site as directed by the Inspector. The concrete shall be mixed at least
5 minutes after such water is added and not 1ess than 3 minutes of this time
shall be iITTT1ediately prior to the discharge of the batch. Total mixing tiire
after adding original water shall be at least 15 minutes.
C. Concrete which is not placed within 90 minutes after the introduction of cement
and water, and concrete which has stood for 30 minutes after leaving the mixer,
shall not be used.
6. CONVEYING AND PLACING
A. Before pouring, all forms shall be thoroughly cleaned and made tight. The
bottom of trenches shall be wet down before pouring footings; earth shall ·not
be muddy at the tirrE of pouring. Concrete shall not be placed until rein-
forcements, rough hardware, and forms are approVed by Owner.
B. Before depositing new concrete against old concrete, all laitance shall be
removed, and the surfaces roughened to expose the embedded aggregate. The
surfaces shall then be covered with cement grout, using the specified mix
with 1/2 of the course aggregate omitted, 1-1/2 inches thick.
C. Conveying and placing of concrete shall be done so as to prevent separation
of ingredients, and in no case shall the free fall exceed 5 feet. Tremies
shall be used as required. Surfaces of concrete shall be kept reasonably
level, with a minimum amount of concrete being allowed to flow after being
placed. Placing shall t;,e performed as ~ r,;ontinUQ!,!~ g~~rntign tmtil @ai::h
section is completed.
D. Concrete shall be spaded and vibrated with mechanical vibrators to a maxi-
mum subsidence, without separation of ingredients. The moving of concrete
by vibration will not be permitted.
7. GROUT
A. Grout shall be composed of one part Portland Cement and two parts of fine
aggregate by volume. Materials shall be mixed dry and water added just
sufficient to make the mixture flow under its own weight.
B. For dry tamp cement grout, a minimum of water shall be added to the mix so
that when wet sample is squeezed hard in the hand, surface moisture, but no
free water, shall appear on the sample. Do not mix more than can be used in
30 minutes.
8-CURING AND PROTECTION
A. All exposed surfaces of concrete shall be protected from damage due to
temperature, elements, and construction operations.
B. Curing
{l) All exposed surfaces of concrete shall be protected from premature drying
and freshly placed concrete shall be protected against wash by rain, All
concrete shall be kept wet for a period of ten days after placing. In
order that curing water may reach both surfaces of walls, the forms shall
be loosened and water shall be poured over the tops of the walls and
allowed to run down between the concrete and the forms.
(2) All liquid curing compounds shall be used in accordance with the manu-
facturer's recorrrnendations and shall not be used on surfaces receiving
concrete hardener.
9, DEFECTIVE CONCRETE
A.
8.
Concrete which is not in accordance with these specifications, out of line,
level, or plumb; showing structural cracks, rock pockets, voids, spalls,
honeycombing, exposed reinforcing or other damaged surfaces shall be con-
sidered as defective.
All fins and irregularities shall be rellXlved from exposed concrete surfaces while the concrete is still green. Where patching is required, all loose and
unfirm concrete shall be removed prior to patching. Minor rock pockets and
honeycombing shall be patched with dry pack concrete.
10. CONCRETE FINISHES
Flat surfaces shall be screeded to the required levels and slopes and then any
excess water and laitance removed. Concrete shall be compacted with a grid tamper
and then floated to a true and level surface within the tolerance of 1/8-inch
along a 10-inch straight edge.
See Plans for concrete finish in landscape areas.
11. EXPANSION JOINTS
Placement of expansion joints shall be as directed and determined by layouts of
slab markings noted "E.J." on drawings. Expansion joint material shall be Quick
Joint, or approved equal, or as noted in Plans.
12. PROTECTION
All finished concrete work shall be barricaded to pedestrian traffic for three (3)
days. Barricades shall be placed inmediately after concrete finishing. Contractor
shall furnish, place and remove all of his own barricades. Contractor shall be
responsible for any damage to new construction and replacement or repair of the
work· shall be made without added cost to Owner.
13-PATCHING
If patching is necessary and permissible. a bonding agent such as Weld-Crete, or
equal, shall be used.
14, CONCRETE CURBS
Construct concrete curbs at locations shown on Plans as detailed, true to line and
grade, as approved by the local County or City. Use natural grey Portland cement
concrete, 2000 psi compressive strength. Locate expansion joints as detailed or
shown, and as directed, at intervals not to exceed fifteen feet (15'). Finish with
steel trowel, then brush with bristle brush parallel to face or edge.
15. CLEAN-UP
Upon completion of all concrete work and·before final acceptance, Contractor shall
remove all tools, surplus materials. apparatus, debris, etc., from the site and
the site shall be left in a clean, neat condition acceptable to Owner.
IRRIGATION SEE SPECIFICATIONS BY OLSON ASSOC.
1. SCOPE
Furnish all materials, equipment, services, supervision, transportation and labor
necessary to perform all irrigation work complete, including: drawings and specifi-
cations; service manuals; record drawings; loose equipment; guarantee; IT\:lterials;
and installation.
2. · DRAWINGS AND SPECIFICATIONS
A.
8.
C.
The intent of the Drawings and Specifications is to indicate and specify a
complete and efficient sprinkler irrigation system.
Plot dirrEnsions are approximate. Contractor shall carefully check and verify
all dimensions and shall report any variations td Owner.
Due to the scale of the Drawings, it is not possible to indicate all offsets,
fittings, etc., which may be required. Contractor shall carefully investi-
gate the structural and finished conditions affecting all his work. and plan
his work accordingly. Drawings are generally diagrarrrnatic and indicative of
the work to be installed. The work shall be installed in the IIXlSt direct and
workmanlike manner, so that conflicts between sprinkler systems, planting and
architectural features will be avoided.
3, SERVICE MANUALS
Contractor shall furnish two (2) service manuals to Owner. Manuals may be loose
leaf and shall contain complete exploded drawings of all equipment installed
showing components and catalog numbers together with the manufacturer"s name and
address. Additional sheets shall cover operation instructions simple enough to be
understood without specialized knowledge.
4. RECORD DRAWINGS
Contractor shall procure from Owner a sepia transparency of the sprinkler layout
and mark the exact "as built" arrangement including locations of all equipment
installed. locations shall be shown from easily identified permanent features
such as sprinkler heads, buildings and walks. The "as built" drawings shall be
drafted employing a CO!Jlletent draftsman. After final inspection and before final
payment, the transparency shall be delivered to Owner.
5, LOOSE EQUIPMENT
Loose sprinkling equipment, operating keys and spare parts will be furnished by the
Contractor in quantities as shown on plans or in specifications.
6. GUARANTEE
A.
B.
C.
The entire sprink1er system shall be unconditionally guaranteed by Contractor
as. to material and workmanship, including settling of backfi11ed areas below
grade for a period of one (l) year following the date of final acceptance of
the work.
If within one year from the date of completion, settlement occurs, and adjust-
ments in pipes, valves and sprinkler heads or paving is necessary to bring the
system or paving to the proper level of the permanent grades, Contractor, as
part of the work under his contract, shall make a11 adjustments without extra
cost to Owner, including the restoration of all damaged planting, paving
or other improvements of any kind.
Should any difficulties develop within the specified guarantee period which
Owner feels may be due to inferior material and/or ~orkmanship, these diffi-
culties shall be irrrnediately corrected by Contractor to the Satisfaction of
Owner at no additional cost to Owner. including any and all other damage
caused by such defects.
7, MATERIALS
A. Pipe and Fittings
(1) Brass. -Brass pipe shall be IPS standard weight 85% Red Brass. Fittings
shall be with standard 125-pound cast bronze threaded fittings.
(2)
(3)
(4)
c-_-..
PVC Conduit -Pipe that is used for control wires shall be PVC condL1it
Schedule 40. Type 1220. All wires under paving shall be installed in
PVC conduit,
PVC Normal I_~p~ct Pipe-Type 1220 (PVC Schedule 40 & 80)
(al Type II Grade I High impact pipe.
(b) Outside diameter of pipe shall be the same size as iron pipe.
(c) Pipe shall be marked at intervals not to exceed 5' with the
following information: Manufacturer's name, nominal pipe size, PVC
type and grade (i.e., 1220) schedule, NSF approval and corm,ercial
standard designation CS 207-50.
(d) PVC Schedule 40 shall not be threaded.
(e) Fittings shall be PVC Schedule 40, Type 11, NSF approved.
PVC Pressure _R_a_ted Pipe -Type 1220 (PVC Class 160, 200, & 315) and
Type 1120 (PVC Sc~~dule 40'
(a) Type I Grade II Pressure Rated Pipe.
(b) Materials shall meet the requirements set forth in ASTM D1784-60T.
(c) Outside diameter of pipe shall be the same size as iron pipe.
(d) Pipe shall be marked at intervals with the following information
(not to exceed 5'): Manufacturer's name, nominal size, PVC type and
grade (i.e., PVC 1220) SOR rating class, NSF approval and conmercial
standard designation CS 255-53.
(e) PVC Type I shall not be threaded.
(f) PVC fittings shall be PVC Type II, Schedule 40 NSF approved.
(g) Solvent ~hQ11 'gi; fl?~ Grily NSF approved as manufactured by Industrial
Polychemica1 Service, Gardena, California.
(h) Caution shall be utilized in handling Type I pipe due to the possi-
bility of cracking or of splitting when dropped or handled carelessly.
(i) When connection is plastic to metal, male adaptors shall be used.
The male adaptor shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be permtix Type II.
(5) Ring-tite PVC Pipe
(a) A11 pipe indicated on the working drawings, shall be Class 160 PSI
Johns-Manville PVC pipe with ring-tite joints.
(b) All ring-tite joints shall be sealed with rubber rir,gs as provided
by the manufacturer. All pipe joints shall provide for expansion and contract ion.
(c) Thrust blocks shall be provided as required for proper anchorage
and durability of the ring-tite pipe.
B. Sprinkler Heads
Sprinkler heads shall be as shown on plan or approved equal.
C. Valves
(1) Remote Control Valves Electric remote control valves shall be as
shown on plan or approved equal.
(2)
(3)
(4)
Gate Valves
approved equal. Approved gate valves shall be Nibco or Crane #438 or
Check Valves -Swing check valves shall be of bronze construction with
125 PSI working pressure and shall conform to federal specification
WW-V-Sl, Class. A, Type IV. Check valves shall be toodel #440 as manu-
factured by Kennedy Valve Manufacturing Company or approvel equal.
"Stopamatic" valves shall be normally closed and shall allow water to
pass. throL1gh when pressure rises above 20 PSI. Valves shall be as manu-
factured for Rainbird, Glendora, California, or approved equal .
~uick Couplinf Valves -Quick coupling valves shall be as indicated on
lans and sha 1 be a locking cover. Alternate material may be submitted
for approval. Each quick coupling valve shall have a molded vinyl cover,
yellow in color. All quick coupling valve keys and hose swivels shall be
of same manufacturer as the quick couplers.
D. Automatic ~~ntrollers
Automatic controllers shall be as shown on Plans and Details.
E. Control Wire for RCV's
All wiring to be used for connecting the automatic controller to the electrical
solenoid actuated by remote control valve shall be Type UF-600V, 7-strand or
solid copper, PVC insulation. single conductor, UL approved underground feeder
cable. Each pilot or "hot" wire shall be black or color-coded with the comoon
wire being white.
F. Valve Boxes
All remote control valves, gate valves, and pressure relief valves shall be in-
stalled in suitable valve boxes as shown in details, complete with locking
covers. All shall be Ametek, or approved equal, and shall be marked uG.V."
or •RCV" with station numbers for control valves painted in 1-1/2" high white
letters on valve cover by Contractor.
G. Ba~kflow Prevention Units
The backflow prevention units shall be as shown on Plans and Details.
8. INSTALLATION
A. Trenching
(1) Excavation shall be open vertical construction sufficiently wide to pro-
vide free working space around the work installed and to provide aflllle
space for backfilling and compacting.
(2) Trenches for pipe shall be cut to required grade lines, and trench bottom
shall be compacted to provide an accurate grade and uniform bearing for
the full length of the line.
(3) When two (2) pipes are to be placed in the same trench, a 6" space
shall be maintained between pipes.
B. Backfilling
(1) Backfill material shall be approved soil. Unsuitable material including
clods and rocks over 1" in size shall be removed from the premises and
disposed of legally at no cost to Owner.
(2) All backfilling shall be done carefully and shall be properly compacted.
(3) Depth of trenches shall be sufficient to provide a minilTl.lm cover above
the top of the pipe as follows:
12" over PVC non-pressure lateral lines
18" over PVC non-pressure lateral lines for rotor system
18'' over PVC main under pressure
C. PVC Pipe
(1) PVC pipe shall be installed in a manner which will provide for expan-
sion and contraction as reconmended by the pipe manufacturer.
(2) All plastic to metal joints shall be made with plastic male adaptors,
unless otherwise shown in details.
(3)
(4)
(5)
The joints shaU be allowed to set at least twenty-four (24} hours be-
fore pressure is applied to the system on PVC pipe.
After all new sprinkler piping and risers are in place and connected,
all necessary work has been completed and prior to the installation of
sprinkler heads, control valves shall be opened and a full head of water
used to flush out the system. After the system is thoroughly flushed,
riser shall be capped off and the system pressure tested.
Sprinkler lines _shall be tested in place before backfilling for a period
of not less than one (1) hour, and shall show no leakage or loss of pres-
sure. During the test period, minimum test pressure at the highest point
of the section being tested, shall be 100 pounds per square inch.
(6) At the conclusion of the pressure test, the head shall be installed and
tested for operation fn accordance with design requirements under nonoal
operating pressure. Contractor shall verify head pressures with pitot
tube and adjust valve to correspond with design pressure.
D. Instalfation of Ring-Tite PVC Pipe
(1) Except as may be noted in other parts of the Specifications or on the
drawings, installation of Ring-lite pipe and connecting fittings shall
be outlined in manual as furnished by pipe manufacturer, or as set forth
by the Johns-Manville Company Manual f772-62A. This shall include, but
not be limited to, the installation of the pipe at the proper depth and
the correct location of concrete thrust blocks of adequate sizes. Con~
tractor shall make available the services of the manufacturer's represen-
tative at the start of the installation and may be required from time. to time during construction.
(2) Each lines.hall be tested at a pressure 50 PSI great~r than the manu-
facturer's recolllllE!nded working pressure for a period of two (2) hours,
with the couplings and connections exposed and with the center of the
pipe section sufficiently supported to hold pipe in place.
E. Sprinklers
(l) All nozzles on stationary pop-up sprinklers shall be tightened after
installation. All sprinklers having an adjustment stem shall be adjusted
on a lateral line for the proper radius, diameter and/or gallonage.
(2) Sprinkler heads and risers shall be installed according to details.
F. Valves
{l) Remote control valves shall be adjusted so that the 11Dst remote sprinkler
heads operate at the pressure reco11111ended by the head manufacturer. Re-
mote control valves shall be adjusted so a uniform distribution of water
is applied by the sprinkler heads to the planting areas for each indi-vidual valve system.
(2} Quick coupling valves shall be set approximately 12" from walks, curbs,
headerboards, or paved areas where applicable. Vertical positioning of
quick coupling valves shall be SL1ch that sleeve top will be flush with
the settled finish grade as determined after the turf is established and 3" above grade in ground cover areas.
G. Valve Boxes
(1) Valve boxes shall be_ set one-half inch (1/2") above the designated
finish grade in lawn areas and two inches {2") above finish grade in ground cover areas.
(2) Valve boxes installed near walks, curbs, headerboards, and paving shall
abut those items. Top surfaces shall be flush with items 1 isted above.
H. Automatic Controller Location and Installation
(1) The automatic controller shall be installed at the approximate location
shown on the Plan.
(2) All local and other applicable codes shall take precedence in connecting
the 110 volt electrical service to the controller. Owner shall provide
power to controller. Contractor shall complete hook-up to controller.
(3) There shall be adequate coverage of earth (18" minimum) over the 24-volt
control wire. Install wire in trench and tape to main lines on side of pipe at 10' intervals.
I. Control Wire
(1) All electrical equip~nt and wiring shall comply with local and state
codes and be installed by those skilled and licensed in the trade.
(2) Connecting and splicing of wire at the valves or in the field shall be
made using a Rainbird Pen-lite connector.
J. Backflow Prevention Units
The backflow prevention units shall be installed as shown on Plans and Details.
LANDSCAPE CONSTRUCTION
1. SCOPE
The work of this section includes all labor, materials and equipment required.to
complete work_ indicated on the drawings. The work shall be performed in accor-
dance with the best standards of practice relating to the var4ous trades and under
the continuous supervision of a competent foreman, capable of interpreting the
drawings and these specifications. The work included in this section is as follows:
Finish Grading for Planting; Soil Preparation; Fertilization; Planting, including
lawn; Maintenance; Inspection and Certifications; Guarantees; Clean-up; Staking,
Guying and Espaliering; Miscellaneous Allowances.
2, APPROVALS
A. All sprinkler work shall be inspected and approved prior to the start of
any work.
B. Prior to excavation for planting or placing of stakes, locate all utilities,
electric cables, conduits, sprinkler lines, heads, valves and valve control
wires, and all utility lines so that proper precautions may be taken not to
damage such improvements. In the event of a conflict between such lines and
plant locations, promptly notify landscape Architect (L.A.) who shall arrange
for relocation for one or the other. Failure to follow this procedure places
upon Contractor the responsibility for, at his own expense, maktng any and all
repairs for damages resulting from work hereunder.
3, QUANTITIES AND TYPES
Plant materials shall be furnished in the quantities and/or spacing as shown or
noted for each location, and shall be of the species, kinds, ~izes, etc.~ as
symbolized and/or described in the "Plant Moterial legend", as indicated on tbe
drawir.gs. The L.A. has prepered this list only as a co1wenience to Contractor and
assumes no responsibility for its uccuracy. The Landscape Contractor is to verify
all sizes and quantities.
4, VERIFICATION OF DIMENSIONS AND QUANTITIES
Dimensions are approximate. Before proceeding with any ¼Ork, Contractor shall
verify all dir.-.ensions and quan1.iti.-;s and shall irrmediately inform L.A. and Owner
of any discrepancies between the drawings and/or specifications and actual condi-
tions. No work shall be done in any area where there is such a discrepancy until
approval for same has been given by L.A. and Owner.
5, INSPECTION
A. All inspections shall be made by L.A. and owner. Contractor shall request
inspection at least two (2) days in advance of the time i~spection is required.
B. Inspection will be required for the following parts of the work:
(1) During finish grading and soil preparation.
(2) Plants, after delivery to site and prior" to planting.
(3) When vines, shrubs and trees are spotted for plainting, but planting
holes are not excavated.
(4) SpecillE!n trees at source, before delivery.
(5) Lawn areas prior to planting.
(6) Planting areas prior to planting.
(7) All landscape construction items, prior to the start of the
calendar day maintenance period ("Final Inspection").
(8) At completion of ;:;a1endar day maintenance period ("Final Main-
tenance Inspection").
(9) Inspection reports shall be made for each inspection by the L.A. and
one copy shall be submitted to Owner and Contractor.
6. CERTIFICATION
Prior to job acceptance written certifications shall be submitted to the L.A. for the following:
A. Quantity and Quality of Comroorcial Fertilizer and Organic Fertilizer.
8. Quantity and Quality of all Soil Amendments called for by Plans and Specifi-
cations.
7. MATERIALS
Plant materials indicated on the drawings and herein specifiJ:>d shall conform to the
following:
A. Nomenclature -Plant names indicated on the drawings conform to "Standard Plant
Names."-""eSfabl i shed by the American Joint Co!lllli ttee on Horticulture. Except for
names covered therein, the established custom of the nursery is followed.
B. Condition -Plants shall be sy11111€trical, typical for variety and species,
sound, healthy, vigorous, free from plant disease, insect pests, or their
eggs., and shall have healthy, normal root systems, well filling their con-
tainers., but not to the point of being root bound. Plants shall not be pruned
prior to delivery, except as authorized by L.A. or his representative. In no
case shall trees be topped before delivery.
C. Dimensions -The height and spread of all plant material shall be measured
with branches in their normal position, and shall be as indicated on the draw-
ings. The caliper of all trees shall be measured 4'-0" above the surface of
the ground. Where caliper or other dimensions of any plant materials are
omitted from the "Plant legend", it shall be understood that these plant
materials. shall be normal stock for type listed.
D. ~e_c_t!-on -1\11 plant material:. must have been previously inspected at the
nursery by the County Horticultllral Department, and shall be subject
to the inspection and approval of the L.A. before planting.
E. Plant List -Is indicated on drawings..
F. Sizes of Plants -Shall be as stated on the Plan. Container stock (l-gallon,
5-gallon and 15-gallon), shall have been grown in containers for at least one (1) year, but not over two years.
G. Substitutions -Substitutions for the indicated plant materials will be per-
mitted provided the substitute materials are approved in advance by the L.A.
and the substitutions are made at no additional cost to Owner. Except for
authorized variations, all substitute plant materials shall conform to the
requirements af these specifications. If the accepted substitute materials
are of a less value than those indicated or specified, the Contract price will
be adjusted in accordance with the provisions of the Contract.
H. Plants Not Approved -Plants not approved are to be removed from site illllledi-
ately and replaced with suitable plants. The L.A. and/or Owner reserves the
right to reject entire lots of plants represente'd by defective samples.
8, FERTILIZERS ANO SOIL CONDITIONERS
Samples of all soil amendments, sod and plants shall be submitted for inspection
and stored on the site until furnishing of materials is completed. Delivery may
begin upon approval of samples or as directed by L.A. and the Owner.
A. Organic fertilizer shall be processed sewage sludge with a minimum content of
1% Nitrogen and 2% Phosphoric Acid similar to "Nitrohumus". Method of pro-
cessing shall not destroy normal bacterial content.
B. Nitrogen stabilized sawdust shall be bulk, with the following nitrogen content
based on dry weight:
0.5% for Redwood Sawdust
0.7% for fir Sawdust
1.0% for Bark or Pine Bark or Mixture
Salinity -the saturation extract conductivity shall not exceed 3.5 millimhos/cm at 25"C.
C. Conrnercial fertilizer shall be delivered in sacks with ITl:lnufacturer's label
showing weight and analysis attached to each sack.
9,· STAKING MATERIALS
A. Tree staking shall be as per plan.
B. Ties for holding trees shall be as per plan.
10 GRADING AND SOIL PREPARATION
A. Contractor is to finish grade to within lflCth of a foot or 1" below paving
where paving exists.
B. Moisture Content -The soils shall not be worked when the moisture content is
so great that excessive compaction will occur; and not when it is so dry that
dust will form in the air or that clods will not break readily. Water shall
be applied if necessary to provide ideal iooisture content for tilling and for
planting.
C. Preliminary Grading -Preliminary Grading shall be done in•such a manner as to
anticipate the finish grading. Excess soils shall be removed or redistributed
before application of fertilizer and mulch. Where soil is to be replaced by
plants and mulch, allowance shall be made so that when finish grading has
begun, there shall be no deficiency in the specified depth of 111Jlched planting beds.
D. Weeding -Before and during preliminary and finish grading, all weeds and
grasses. shall be dug out by the roots and disposed of off site (except those
weeds and grasses not of the perennial type, less than 2-1/2'' high and not
bearing seeds, which may be turned under}. Oats more than 2-1/2" high and not
bearing seeds may be turned under. Perennial weeds and grasses to be removed
include, but are not limited to, the following:
Nut Grass Puncture -Vine Dallas Grass Mustard Plant St. Augustine Grass
Alfalfa Johnsen Grass Wire Weed Morning Glory
E. All Planting areas shall be scarified to a depth of 12 inches below grade with
the spacing of the ripper teeth no greater than 12 inches on center prior to
placing conditioners and fertilizers. All rock and debris rore than 2" in
diameter shall be removed from the site.
F. Trenches -If sprinkler system is insta1led after grading and fertilizing is
completed, the upper portion of the backfill shall be retilled and fertilized
to the depth specified for the area required, to conform to the specifications.
11, SOIL CONDITIONERS
A. In all planting areas. the following application shali be made per 1,000 square
feet of area and shall be thorough1y cultivated in two directions into the top
6" of soil, and the area watered down:
B. Prepare soil mix for backfill in pits for trees, shrubs and vines, other than
azaleas, ferns and palms , as follows:
Amount/cubic yard:
60% by volume on-site soil
40% by volume organic amendment
l lbs 15-12-12 per cu. yard
2 lbs. Iron sulphate per cu. yd.
Planting pits shall be excavated twice the diameter and twice the depth of the
rootball. Backfill shall then be added as outlined above.
C. Prepare soil mix for backfill in pits for azaleas, ferns and palms as follows:
1/3 Conrock nursery sand #28
1/3 Canadian Peat Moss
1/3 loamite or Forest Humas
D. The prepared soil shall be uniformly blended in an area adjacent to the plant-
ing work and shall be accurately proportioned using a suitable measuring con-
tainer. Unused excavated soil shall be removed from site. Protect the mix
from water until it has been placed in backfill around plants.
12, FINISH GRADING
When preliminary grading, including weeding and fertilizing, has been completed and
the soil has dried ·sufficiently to be readily worked, all lawn and planting areas
shall be graded to the elevations indicated pn the drawings. Grades not otherwise
indicated shall be uniform levels or slopes between points where elevations are
given. Minor adjustments of finish grades shall be made at the direction of the L.A., if required.
Finish grade shall be a smooth, even and uniform plane without abrupt change of sur-
face. Soil areas adjacent to buildings to allow a natural rlln-off of water, and
surface drainage shall be directed as indicated on the drawings by remodeling sur-
faces to facilitate the natural "run-off" of water. Low spots and pockets shall be
one inch below grade of adjacent pavemer.t of any kind. Grading shall be done when
soil is at optimum moisture content for working.
13, METHOD OF PLANTING AND WORK PROCEDURE
A. No planting shall be done until all operations. in conjunction with the in-
stallation of the s~rinkler system have been completed, final grades have
been established, the planting areas have been properly graded and prepared
as specified, and the work approved by the L.A.
B. The relative position of all trees and plants is. subject to approval by L.A.
and Owner, and they shall, if necessary, be relocated as directed as. part of
the Contract.
C. All plants shall be removed from their container and set so that, when settled,
they bear the same relation to the required grade that they bore to the
natural grade before being transplanted. Each plant shall be planted in the
center of the pit and backfilled unless otherwise specified, with the prepared
soil. No soil in muddy condition shall be used for backfilling. No filling
will be permitted around trunks or stems. Al1 broken or frayed roots shall be
properly cut off.
D. L.A. and/or Owner shall supervise the placing and planting of all plants.
E. In the event that underground construction work or obstructions are eh-
countered in the planting operation, alternate locations fur plant material
will be selected by L.A. and Owner; operation will be done at no extra cost to Owner.
14-PLANTING OF TREES
A. Position plants in plant locations indicated on drawings and secure approval
before excavating pits, making necessary adjustments as indicated.
B. All pits for trees shall be dug square with bottoms level, the length of
sides and depth equal to t~o times the diameter of the tree ball. Compacted1
soils at sides and bottoms shall be loosened by scarifying or other approved'
method. Pits shall be backfilled with "prepared soil" to the required grade,
and the balance of the pit filled with "prepared soil", thoroughly settled by
water application.
C. Set plants in center of pit, in a vertical position, so that crown of ball
will be level with finish grade after allowing for watering and settling and
shall bear the same relationship to the finish grade that it did to the soil
surface in the container.
D. Prepare depressed ~ater basin as wide as plant balls at each plant. Water
thoroughly, backfilling any voids with additional prepared planting mix.
1 S. PLANTING VINES, SHRUBS AND GROUNDCOVERS
A. Vines and shrubs shall be planted in pits at least 18" greater in diameter
than their ball of earth and at least 12" below the bottom of the ball. Com-
pacted soil at bottom of pit shall be loosened and the pit filled with "pre-
pared soil" to the bottom of the ball. When the plant has been properly set,
the pit shall be filled to the required grade with "prepared soil" and
thoroughly settled by tamping and watering, All vines shall be removed from
stakes, untied, and securely fastened in an approved manner to the wall, fence
or other surface next to which they are planted.
B. Prepare a depressed water basin as wide as plant balls at each plant. Water
thoroughly, backfilling any voids with additional prepared planting mix.
C. Ground Covers
(1) Pits for flat sized plants to be at least 5"x5"x6". Ground cover areas
shall be moistened prior to planting. No flat plants shall be planted
in dry soil.
(2) Set plants in center of pits so that crown of plant will be level with
finished grade after settling of sojl, then backfill and water.
{3) Flatted plants shall be well-rooted with runners at least 4" but not more than 6" in length.
18-TREES AND VINES OCCURING IN LAWN
Trees and vines occurring in lawn shall be planted before final preparation of
those areas.
17, CARE OF PLANTS BEFORE AND DURING PLANTING
Plants shall not be allowed to dry out before or while being planted. Keep
exposed roots moist by means of wet sawdust, peat moss or burlap at all times
during planting operations. Do not expose roots to the air except while being
placed in the ground. Wilted plants, whether in place or not, will not be accepted
and shall be replaced at the Contractor's expense.
18, WATERING BASINS
A. Construct a firmly compacted mound of soil around each tree and plant to form
a watering basin at the edge of and following the shape of the planting pit
area. Mounds for trees and for vines from 5-gallon or larger containers,
shall be at least 4N high. Mounds for all other trees, vines or plants not
otherwise specified shall be at least 2"' high. Excavated earth, if capable
of retaining water, may be used. Any settlement within the basins retaining
water shall be refilled to the required grade with prepared soil, and addi-
tional nitrogen stabilized sawdust worked into the surface as required to re-
store the 111Jlched condition.
B. At the end of the day maintenance period all watering basins in lawn areas
shall be leveled to finish grade and the area shall be sodded with the spec1fk sod.
19. SOOOED LAWN
A. Cultivate all lawn areas to a depth of 8". Rocks and debris larger than l"
in diameter which are brought to the surface by cultivation shall be removed
from the site. If cultivation does not break lumps, a spike tooth harrow
shall be pulled behind a mechanical seeder or tractor.
B. Areas to be planted in lawn shall be finished smooth to present a neat and
·uniform grade prior to installation of sod. The lawn bed shall be inspected
by the L.A. to determine suitability for planting prior to sodding. Con-
tractor shall obtain such approval before sodding.
C. All sodded areas shall be thoroughly watered. Lawns are to be kept con-
tinuously moist by watering as often as required.
D. Any lawn areas that do not show a prompt catch of grass shall be re-sodded at
ten day intervals until an acceptable stand of grass is assured.
..
•
20, WATERING
A. Inmediately after planting, water shall be applied to each tree by means of a
hose. The water shall be applied in a moderate stream 1n the planting holes
until the material about the roots is completely saturated from the bottom of
the hole to the top of the ground.
B. Plants which cannot be watered efficiently with the existing water system
shall be watered by means of a hose.
C. Apply water in sufficient quantities, and as often as seasonal conditions re-
quire, to keep the ground wet at all times, well below the root system of
grass and planting. Care is to be taken in watering slopes so as not to
cause erosion damage.
D. Following the planting of ground cover plants furnished in flats, each plant
sha11 be 111'1tled1ately and thoroughly watered by means of a hose with a slow-
running stream of water.
21, TREE STAKING
A. Stake all non-guyed trees at time of planting by placing stake in the prepared
hole and driving it 18" into solid ground. Plant the tree as close to the
stake as possible without crowding the roots. Fasten the tree to the upper
end of stake in at least three places using "cinch ties". ( See Drawings)
13. Trees. 16" box size or larger, shall be irrmediately guyed after planting with
not less than three guys per tree, or as directed by the L.A.
(1)
(2)
(3)
(4)
Protect bark of tree by covering wire with green 1/2" diameter rubber
hose.
Guys to be anchored by 2"x2"x2" redwooQ driven flush with finish grade or
l"x2' galvanized pipe in rocky areas.
Guy wires shall be 612 ga. galvanized wired. Mark guys with 3'-0"
long 1/2" dia. white PVC pipe.
Guy lines are to be tightened to firm tension.
22-ESPALIERING OF VINES
All trellises and stakes are to be removed from plants and the plants shall be
fastened and trained against fences or walls as directed by the L.A.
23-CERTIFICATES
In addition to any other certificates. specified, Contractor shall furnish a certi-
ficate with each delivery of bulk material, stating the sauce, quantity and type of
material and that the material conforms to the specification requirements. For
bulk delivered organic fertilizer, the certificate shall also state the volume,
net weight, percent of Nitrogen and percent of Phosphoric acid. For each fertilizer
and soil conditioner, in containers, a similar certificate or invoice shall be fur-
nished stating total quantities by weight and volume for each naterial. These
certificates shall be submitted to the L.A. and Owner prior to the start of the
maintenance period.
24-PROTECTION
Contractor shall carefully and continuously protect all areas included in the
Contract, including plant materials, fences, supports, etc., until final
acceptance of the work by the L.A. and Owner.
2 5, MAINTENANCE
A. Contractor shall maintain a sufficient number of men and adequate equipment
to perform the work herein specified. Plant maintenance work shall consist
of applying water, weeding, caring for plants, including groundcovers, shrubs
and trees, edging, aerating and mowing of lawns, fertilizing and control of
pests and diseases.
B. Damage to any planted area shall be repaired i11r.1ediately. Depressions
caused by vehicles or foot traffic shall be filled with topsoil, leveled and
replanted. Exterminate gophers and moles, and repair damage.
C. The entire project shall be maintained for a period of days conmencing
from the time all items of work have been completed to the satisfaction of
L.A. and Owner.
D. The project shall be cared for in a neat, clean condition at all times to
the satisfaction of owner and L.A.
211.· LAWN MAINTENANCE
A. Watering -Water every day once per day for two weeks and thereafter gradually
reduce frequency of watering to three times per week. Contractor shall con-
tinue to maintain the lawn until final acceptance by the L.A. and Owner.
B. Fertilizing -Apply 16-5-B at the rate of 5 pounds per 1,000 square feet
three weeks after installation and water inmediate1y thereafter.
C. Diseases and Pest Control -Two weeks after installation of lawn, apply a
granular mercurial fungicide of 1.8% mercurous chloride as per manufac-
turer's recommendation.
0. Mowing -The lawn shall be mowed at a height of 1-1/2" with a rotary Tll)wer,
equipped with rollers, before it reaches 2" in height. Collect grass
clipping during mowing operations and remove from the site.
After each cutting, the edge of the grass shall be trinmed to a neat and
uniform line. The lawn edges shall be mai~tained neatly at all times.
2 7. GROUNOCOVER ANO SHRUB AREA MAINTENANCE
A,
B.
C,
Watering -New plantings shall be watered once per day for two (2) weeks
after installation. Reduce watering to every other day for the next two (2)
weeks. Water thereafter three (3) times per week until final acceptance.
Fertilization -Fertilize three (3) weeks after planting with 5 pounds
16-6-B per 1,000 square feet; fertilize thereafter every thirty (30) days.
Disease and Pest Control -For control of slugs and snails, apply pelletized
tricalciurn arsinate 5% by weight and metaldehyde 5~ by weight as per manu-
facturer's recorrrnendations two (2) weeks after instal1ation.
For control of cutworms and other soil tnsects, apply Metro brand soildr1n as
per manufacturer's reco11111endations two (2) weeks after installation. This
product contains Dieldrin, lindane and Phosphorothioate. ·
Exterminate gophers and moles and repair damage.
0. Pruning -All shrubs and trees shall be pinch pruned as necessary to encourage
new growth and to eliminate rank sucker growth. Old flowers, and dead foliage
and limbs shall be removed. No major pruning shall be done without the
approval of the L.A.
E. Weeding -All planting areas inc1uding lawn, groundcover and shrub areas
shall be kept weed-free at all times. Weed shall be dug out by the roots
and disposed of off site.
Upon completion of the ..:~.,-maintenance period, the Contractor shall
fertilize per #25 -Lawn Maintenance and #27 Groundcovers and Shrub Area
Maintenance of these specifications.
28, GUARANTEE AND REPLACEMENTS
A.
8,
c.
All shrubs and groundcover shall be guaranteed by Contractor as to growth
and health for a period of ninety (90) days after completion of the specified
maintenance period, and/or final acceptance by the L.A. All trees up to 20"
box size shall be guaranteed by Contractor to live and grow in an acceptable
upright position for a period of six (6) months after completion of the speci-
fied maintenance period, and/or final acceptance by the L.A. Trees in 20"
bo~es or larger, and all field grown specimens shall be guaranteed by Con-
tractor to live and grow in an acceptable upright position for a period of
one (l) year after completion of the specified maintenance period, and/or
final acceptance by the L.A. • All plants that show signs of failing growth at any time during the life of
the Contract, including the maintenance period,or those plants injured or
damaged as. to render them unsuitable for the purpose intended, shall be
irrrnediately replaced in kind and size at the expense of Contractor.
Contractor shall, within 5 days notice by the L.A., remove and rep1ace all
guaranteed plant materials which for any reason fail to meet the requirements
of the guarantee. Rep1acement shall be made with plant materials as indica-
ted or specified for the original planting, and all such replacement
materials shall be guaranteed as specified for the original guaranteed materials.
2 9, CLE.AN-UP
Upon completion of the work in this section, Contractor shall remove all rubbish,
trash and debris resulting from the operations; remove disused equipment and im-
plements of service; leave entire area involved in a neat and acceptable condition
such as to meet the approval of the landscape Architect (L.A.).
DEC 2 31985
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