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LANDSCAPE
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CITY OF PALM DESERT MAINTENANCE PROCEDURE SCHEDULE WATER USAGE CALCULATIONS
LANDSCAPE INSPECTION SCHEDULE A R E C S
REFER TO THE CURRENT CITY OF PALM DESERT LANDSCAPE MAINTENANCE GUIDEBOOK SITE: F M K E L
10 FWY MAXIMUM APPLIED WATER ALLOWANCE M.A.W.A.
9033•1 1 R•VR 49 AVE STE 7
I ) SleeVing / Grading SANTA ANA DOTS CA 92717
ETO ET Aaj. Sq. Ft. Conversion onversion o o a e
a. Sleeve diameter, type, depth �nd location Gal. To Sq. Ft. al. To Cu. Ft. T A L 7 i e 4 s -2o ° 7 a i s
b. Soil surface drainage, elevations and trash (including weeds rubble) LANDSCAPE WATER AUDIT SLR EDULE M.A.W.A. 93.9 0.G 9,939.0 O.G2 1748 43(5.5
STAW
rz 2) Hardscape / Boulders - Cobble THIS PROJECT SHALL BE SCHEDULED FOR A LANDSCAPE WATERING
O SITE a. Sidewalk and wall layout AUDIT AT LEAST ONCE EVERY FIVE YEARS, BY A STATE OF CALIFORNIA o�, SCApF
COUNTRY CLUB R. C) v v b. Utilities location LICENSED LANDSCAPE IRRIGATION WATER AUDITOR, USING THE STATE STANDARD IRRIGATION CO-EFFICIENCY �,`w 5�?a� � q'gos
c. Boulder type, size, wieght anal placement APPROVED HANDBOOK. w R,
Drip-Shrub $ Trees 0.130
ALL AREAS ARE TO BE MONITORED BY THE MAINTENANCE CONTRACTOR `i �
3) Irrigation System Rough - In ON A WEEKLY BASIS .
z VICINITY MAP a. Trench depth and location ESTIMATED WATER USAGE �•
�O SCALE: N.T.S. b. Pipe size and class
z c. Pressure teEt ( 1 25 psi for G hours) E.W.U. 33.3 0.02 30,52 O.G2/0.90/ 746 5.33 dFCA1.tF
WATER CONSERVATION STATEMENT
r PROJECT NAIL I
)b h l (t t t M
Pla
nt anaeriarees srus
Q r _ - w. LONG TERM LANDSCAPE MAINTENANCE SHALL BE THE RESPONSIBLITY OF E.W.U. 93.9 0.05 G,557 O.G2/0.90/ 7Y6 29.G5
s� ,1""a. Condition r THE PROPERTY OWNER.
b. Type ` THIS LANDSCAPE DESIGN GROUPS PLANTS WITH SIMILAR WATER NEEDS TOTAL ESTIMATED ANNUAL WATER REQUIRED 34.98
Placement
TOGETHER INTO HYDROZONES OF LOW AND MODERATE REQUIREMENTS.
THE PLANTS USED ARE DROUGHT TOLERANT. A THREE INCH THICK LAYER
5) Ground Cover (decomposed granite)I'' OF DECOMPOSED GRANITE IS TO BE INSTALLED.
a. Type Depth ands acin THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO USE THE LEAST , COUNTRY I
b. De
p p g AMOUNT OF WATER, YET STILL PROVIDING THE IDEAL WATERING FOR THE CLUB
C. Compaction OPTIMUM GROWTH OF THE PLANT THROUGH THE USE OF BUBBLER AND CENTER
G) Final EMITTER IRRIGATION SYSTEMS. THE IRRIGATION SYSTEMS ARE GROUPED
ACCORDING TO DIFFERENT HYDROZONES BASED ON EXPOSURE
a. Irrigation: ORIENTATION AND PLANT VARIETIES WITH SIMILAR WATER 1) VaIV6565, boxes and wiring REQUIREMENTS. THE IRRIGATION SYSTEM USES BUBBLERS AND EMITTER - APPROVED •
ii) Corr1roller, operation and schedule HEADS THROUGHOUT THE LANDSCAPE AREA. AN AUTOMATED FI(1&LANDSW �E
iii) Sprinkler, bubbler, andlor drip emitter type, flow rate and CONTROLLER WITH RAIN SHUT OFF CAPABILITIES IS USED TO EFFICIENTLY orthwest CoQrner o
quantity per plant pAl'!'• �• Washin ton St. and
iv) Overall operation IRRIGATE THE LANDSCAPE AND PREVENT THE WASTE OF WATER. Coun ry Club Dr.
v) As built ALL AREAS ARE TO BE MONITORED BY THE MAINTENANCE CONTRACTOR tPE Palrh Desert, CA
b. Tree staking ON A WEEKLY BASIS. Fountainhead Shrugged
c. Overall ewporttuBeach, CAe•92660
NOTE:
THE WENDY'5 SITE SHOWN IN HALF — TONE IRRIGATION LEGEND
IS UNDER 5EPERATE PERMIT ASSESSORS PARCEL 748-380-012 LINE OF 5EPERATION SYMBOL MFG. MODEL NUMBER DESCRIPTION GPM RADIUS PSI DETAIL
OF RESPONSIBILITY
-_-« RAINBIRD XTB-20 /1 EACH PLANT,MIN XERA-BUG EMITTER 2 GPH - 30 LI-2 F
RAINBIRD (4) 1804-1402 POP-UP BUBBLERS .5 GPM - 30 LI-2 G
BALANCE OF SITE
RESPONSIBILITY 0 _ _
ro REDUCED PRESSURE BACKFLOW PREVENTER
_ 0_0__ SUPPLIED & INSTALLED BY C.V.W.D. M`
-tom _
\„ 31 ,
►/ WATTS WGV FULL POT THD BRASS BALL VALVE LINE SIZED LI-2 t
,� �.�- z� `� � 31A A "31A OR APPROVED EQUAL
\I
1 , 2
\' — Q RAINBIRD 33D-LRC
QUICK- COUPLERINSTALL IN TAN ROUND P ASTIC LI-2 A
-
VALVE BOX BROOKS OR EQUAL
,\IZ 3 " ® RAINBIRD XCZ-LF-100-BF CONTROL ZONE KIT WITH VALVE IN TAN VALVE BOX LI-2 E
RAINBIRD PEB-SERIES -" AUTOMATIC REMOTE CONTROL VALVE - SIZE PER PLAN LI-2 J
INSTALL IN ROUND TAN VALVE BOX
j C -
--- �., t - RAINBIRD ESP-MC-16 AUTOMATIC CONTROLLER LI=2 H
\�\1 f 1 ESP-MC-8 LOCATION TO BE APPROVED BY OWNER
RAINBIRD WALL MOUNTED ENCLOSURE
INSTALL ON EXTERIOR WALL OF TRASH ENCLOSURE
\ ��„
'E '
r
4t
El
4
,\ LATERAL LINE CLASS 200 PVC
2��IN� I E " ` 1 SIZE AS NOTED 12" MINIMUM COVER LI-2 B C
,
} „4 �� +_ PIPE
MAIN LINE CLASS 315 PVC FOR 2" AND LARGER - 1 1/2" AND SMALLER SCH.40 PVC -
.t
_ Ix SIZE AS NOTED - 24,I MINIMUM COVER LI 2 B C
SCHEDULE 40 PVC
SLEEVE
f�
;
v1
SIZE AS NOTED 36" MINIMUM COVER
x �-�-�-�- :�•-!-: � i. ,, . �;, �
5 _ � »_�... ELECTRICAL SCH. 40 PVC LI-2 B C
5�E
2 Ev \,\ fT----- _ i CONTROL 24, COVER MIN., SIZE AS NECESSARY WIRE SLEEVE
,
4
o f
»_ ». ❑ PER C.V.W.D. /4 SHEET TRTLE
,. � ��� £ Q M WATER METER 3 ,
./ SIZEk
.;. y .., ... ....,.; �.`
VALVE No.
r,
• rs` �..
r �
4 5 � .
-
1 »- �
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_ s :,.4 J GPM
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AURANT p
i i • I ,af �,...�.,,w. % , Ilk
j P
CO
Tw MAIN so"me
11-
a°ROLLYMOCISTNINJ
O �/" .,., N. • NOTE: c;cs As-11P6p AtdIRAiY euFfY?iNG c�imF.7Aoli1
CHARLE
«„
r
INSTALL I DRIP EMITTER PER SHRUB AT EACH . TROWBRIDGE
.. lady.
�1
5`' t SHRUB LOCATION PER DRIP EMITTER DETAIL AND ASSOCIATES SOCIAEES _ Aaaa F
1F Pf@i A4 AinS3si s
-1399
SHEET LI-2. `- ALL Pam ft. VAL 6111110 ism
5 SUITE B-5
• 7 ;.«._«... _» PROJECT NO.
t « .. .. ...>r m. min _,. M _ _ rfi` t"` COSTA MESA,CA. 92627
PH (949)548-3663 FAX(949)646-7278
LANDSCAPE ARCHITECTURE LIC.#2242 LAST ISM 111 10/28 04
PP03-18 fI GG CWD CWLT
tW _»w». . .... .,._ e j
1 fY 2J5 2nd PLAN CIC, SBI�iTL-�SG
C'� l SCA ! ' O flN _f�n/s�OF
« 0 20 CCU"'�•1 o i i( Oi.Y"C OPt1i1..t�T
- HECEIVE
« _....
`+ O • ... . •� ® C C C f*:I .P7 ta'�iT r i- L PIJ
a D o_• , o t .�... DIG ALERT � � FILE,
(� �p a O ,,,�•---- �ram.C. i; s
° �� DIAL TOLL. FLEE I ITY 01= ocse
BY // pf 0L C 1lVOArl 3 DEP
Qf��—ww22- ae SHEET
��' • Q •^.., ,,,,� 9i,,.' �� _ wry �iiVV "R
-4133
3/4" WENDY5 IRRIGATION WATER ER CfITdST^rUC YtON SHALL_CO!,.;�E CE WITHIN
_ '` — .,--°.. — —
AT LEAST TWO DAYS
' ` BEFORE YOU DIG LT — •
3/4" SITE IRRIGATION WATER METER `— -- — " » --- - I
COUNTRY CLUB DRIVE '41 `' , � UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1
10-18-05
: - - - I _-)
FINISH GRADE D U R D 1
•cAlteal•rusnc WILvc eaK
PVC SCH 40 ELL a0°/ oa 11" JI
1
alKac Cail�m l9/LM A R :° I Y E C Y S
41P AND RIIER COVER
PIOTES PVC SCH so "PRE (LENGTH r 1�01101.IN�CO AVM
AS REQUIRED, 1 OF 2) F N K E L I
1.'' DRAWINGS ARE DIAGRAMMATIC. EQUIPMENT SHOWN IN PAVED AREAS ARE FOR F"'°0°°1A0E ,
DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTING 30-IPICH LIP!lEAR LENGTH OF 20 a 3.1 A R•V A -H E A V E STE 7
WAW VL SOAR7A 0IIA R® CAOlt717
' �8 j C 1 ty o f Palm E)@ S @ rt 2.I 0 NOT WILLFULLY INSTALL THE SYSTEM AS SHOWN WHEN IT IS OBVIOUS IN � COILED �,l„�t ps a a� T E L 7 •s s o s 7 s (
, THE FIELD THAT UNKNOWN OBSRTUCTIONS OR GRADE DIFFRENCES EXIST THAT rA* '� F A >< 7 1 R 8 0 7 3 7 i I
MIGHT NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE WATERPROOF COMMECTM di a ]C Coro I alzv AMM
Water C a l a u l at i o n Chart RAIN BIRD SPLICE-1 (1 OF 2) ;• ` m QL Po e as tlAllos
BROUGHT TO THE ATTENTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. PVC sal 40 slim IIL STAW
IN EVENT THIS NOTIFICATION IS NOT GIVEN, THE CONTRACTOR SHALL ASSUME 4 4
�~ FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. ID TAM RAIN BIRD VIO SERIES 31,C III SM so RIME
•Maximum Water A Ilowa n ce (nnW�a� � & INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS, `9W SI wI�1�IJIi ��DSCApF.4
CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY VALVE BOX WITH COVER: TAN COLOR � ,
�� (aQ►'►Fe19i C�
Input Zone AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. RAID BIRD VB--JMB • �� C* �'F ti
4. INSTALL ELECTRICAL HOOK UP FOR CONTROLLER, INSTALL NO. 14 OF DIRECT 0 .. m
Square Footage Calculations BURIAL IRRIGATION WIRE (WHITE COMMON, DIFFERENT COLOR PILOT FOR EACH % SCH CLOSE NIPPLE 11 �
CONTROLLER) USE EPDXY CONNECTORS AND BURY WIRE A MINIMUM OF PVC SCH 80 UNION FOR "
Tree &� Shrub Square foot , c/.'3g ;,: SERVICING ASSEMMY '
TurF Square foot 0 EIGHTEEN (18) INCHES IN DEPTH, BUNDLE AND TAPED TOGETHER EVERY TEN o s
Total Square foot Cobble/Boulder o (10) FEET. FORM EXPANSION COILS AT EACH VALVE AND CHANGE OF %' % SCH RAALE ADIAP9ER (P I&V
Total WaterFeature Square footage '0 DIRECTION. INSTALL WIRING IN PVC SCH 40 SLEEVES UNDER PAVING. `""`
Total Landscape square foot 9939 5., PRESSURE MAINLINE TWO (2) INCHES AND LARGER SHALL BE PVC CLASS LATERAL PIPE A QUICK COUPLING VALVE C.C V_WF
bQ`
Zon; No E57 01 WFact 0 5 Sqt "O C O Or62 n F 748 48 nnwA O 315 WITH SCHEDULE 80 FITTINGS. PRESSURE MAINLINE AND FITTINGS LESS BRICK 0 OF 4) OR O PROJECT NAP9EI
2 66 82 0:s o 0:62 was o THAN TWO (2) INCHES SHALL BE PVC SCHEDULE 40. ][
WALK, PAVEMENT OR
NON PRESSURE LATERAL SHALL BE PVC SCH 40 WITH SCHEDULE 40 3-INCH ISM DEPTH OTHER STRUCTURE
3a 75 0.s o o.62 748 0 6.', FITTINGS.
3/4-INLICH 1�ASHEO GRAbEI
3b 88 0.5 0 0.62 748 o PVC SCH 80 NIPPLE CONTROL ZONE KIT:
4 93.9 0.5 9939 0.62 748 386.7838917 7. FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND ((2 INCH LENGTH HIDDEN) RAIN ®IRD XCZ-LF-100-®F
LL, TO PREVENT OVER SPRAY ONTO EXISTING WALKS, DRIVES AND BUILDINGS AS AND PVC EN H. ELL (INCLUDES LFV-100 VALVE, - _ _ �� CQ '
MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF BACKAXSH LP DIUC Ra j I I..I�I=I I I =I I I
ARC TO FIT EXISTING SITE CONDITIONS. PVC SCH 40 TEE OR ELL PSj
EstimatQd Water Uset• 8.I BALL VALVE SHALL BE LINE SIZED AND LOCATED IN TAN VALVE BOXES,
- PVC fbGAINLINE =I I=I MIN. I I�!1 1- == C E U N T R Y
Total Number of plants =III=III -1 I I I=III CLUB
' CONTROL VALVES SHALL BE SIZED AS NOTED ON DRAWING AND LOCATED IN L NN L Ntl K I �'-0��"N I 111 -I I_
9. TAN VALVE BOXES. I -
Number of plants by water use %of Total Landscap Square Footage
Low s7. . ;: 0.416 4131.287 I ELIMINATE ALL LOWHEAD DRAINAGE AS NECESSARY. E W/ BACK FLUSH FILTER CENTER
Low/Mod 0-488 0.0.6 11.I CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE IN 3'-o MIN. UNDER
Mod 102 0.488 4850.612 PAVEMENT FOR
NON-PRESSURE LINE (LATERAL)
Mod / Hi 0.000 0.000 ALL NON-HARDSCAPE / PLANTED AREAS. RAIN BIRD XERI-BUBBLER XBT-20 ALL LINES.
LINES AND
High 0-000 0.000 12J ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING
Low Trees 0.029 285-330 OR RELATING TO ANY PORTION OF THE WORK ARE HEREBY INCORPORATED NlOrthwe5t C rner O
Q
Low/Mod Trees 0.000 0.000 i INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS Washington St. and
Mod Trees 14 0.067 665.770 I 1 i-
SHALL BE CARRIED OUT BY THE CONTRACTOR. I I=I I Country Club Dr,
Mod/Hi Tres11 o.000 o.000 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES,
� , o.000 o.000 I 1/2-INCH FPT X 10-32 PaIM Desert CA
Total 209 STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF THREAD ADAPTER: I I I= Developed Byl
High Trees
L UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE RAIN BIRD 10-32A " I I=I I Fountainhead Shrugged
APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL 9FINISH GRADE - -I I I- 1400 Quail St., Ste. 135
DIRECT BURIAL LOW VOLTAGE
-1 ix FlELI7 CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. CONTROL MARES I I 1=11 NeMrport Beach, CA 92560
Spray/Bub/Drip „ -. 14. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ' ` . .., DECOMPOSED GRANITE
Plant/Irri ation System Type: .,.,. .. L, .,,! :' f�
1111b 9 ' 't
9... Y yP Zone Irr E1F 4137 s�asonatPla�p � ARCHITECTURAL PLANS BEFORE BEGINNING WORK. z •'•••:•,' :",.•' :•:
..
season Zonal 13o Rant Area Conversion Factors Estimated 15 j '••• PRESSURE LINE
Value Factor sq ft 0:62 748 Irri Efr water use THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO NOTES: (MAIN OR LATERAL)
Spring 20.69 --0.2 ••- 41.31.7.287 0 62 11-1748 - _-- -6.9 ---- 1 s 77 I,,., '',PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. _ 1. TRENCHING AND BACKFILLING SHALL BE PER STANDARD SPECIFICATIONS
Surryner 57.29 0.2 a137.287 0.62 748 0-9 43.66 16.'ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND 2. MINIMUM BACKFILL RELATIVE COMPACTION SHALL BE SOX
Far=v%lintar 5 97 0.2 4137 287 0:62 748 0.9 ,2.17 THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE 3. BUNDLE CONTROL MARES TOGEATHER AND TAPE To PIPE AT 10 FOOT INTERVALS.
TOTAL1. 7�.so 17'IOWNER'S AUTHORIZED REPRESENTATIVE. 1/ -INCH PVC SCH €30 )NIPPLE
Plant/Irrigation System Type: Zone Irr. Eff. Area seasonal Plant Factor: I ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE LENGTH AS REQUIRED)
spray/Bub/Drip 4 _..1. -■ 0-000 2 1 a~tMocs st�r�b TWICE THE DIAMETER OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS
Season Zonal Eto Plant Area Conversion Factors Estimated i L
B TRENCHING
Value Factor sq. ft O.62 748 Irri Eff Water Use �I LY
77 BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL
RE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS
Spring..... ... ........... ..20.69 ... ......... O..�U....1 ... .. .. ......'' 0.. . O 62 748 ..... ... ...... O. ...... ...... ....... ._.. �
summer 57.29 0.35 0 .. ...0.62...... ......748..... O
SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12 PAST
Fall-V%Anter 5.97 0.35 0 0 62 748 o THE EDGE OF THE PAVING.
F1141SH GRADE
TOTAL o.o0 18. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE 11 ' '.4' • . .' ' I
.•
_. _. _. . . _ _. . _. _ INSTALLATION DETAILS. .,
Plant/lrri PVI.�i LATERAL PIPE • .
_.___.
S g ati B by�err, Type Zone Irr. E1"F Area s�asonat Plant Factor: • INSTALL 1 EMIITTER AT EACH PVC SCH 40 TEE OR ELL 2r .d• • "
Season Zonal Fto Plant IN. •
P Y P 4 9 4650.612 3 Mocl Shrub
Area Conversion Factors Estimated Sox COMPACTED
Value Factor sq. ft. 0-62 748 Irri Eff. Water use SHRUB IN DRIP AREAS. .. L
........... ... .. .. ......... .........
& Spring 20 69 0.5 4850.612 0.62 748 0.9 46.21 � �• • -NATIVE
c T="' I Sur rner 57.29 O.5 4850.612 0 62 748 .... O.9 127.97 N. .. .
a
SPRINKLER LATERAL
>' "• Fall-winter 1 5 97 O.5 4850.612 0:62 748 0.9 35.67 �• CONTROL-AND
AND
OR CON �
. - - f. TOTAL _ _....�.....__,.. . :... 2U9.$5 F X E R A-BUBBLER 0 N A SCH S 0 RISER � ,,1229- ;;,��..;• ::,:. NEUTRAL tlNPiES _
'` _ Plant/Irri ation S stem T "r �y llbt 1
_ 9_ Y YPe- Zone Irr EfF Area1. seasonal Plant Factor: IN. 1 • AINLINE SLEEVE
Spra /Bub/�ri
Y P 4 O.000 4 Mad/Hi gh .Shrub NOTE
•�
/``� "- '� seas 1.on Zonal Eto Plant Area Conversion Factors Estimated EDGE OF PAVING OR FACE WALL „+• •1• AIN SUPPLY LINE
-._-� -- ______ _ Value Factor sq. ft. 0.62 748 Irri. Eff. Water Use •tl••• • . 1 -
. SEE IRRIGATION PLAN SHEET U-1 DJACEN •�Spring 20 69 O 65 0.62 748 0 WHEN A T)(APPLIES ONLY '
~_: ., Surrrner 57.29 O.s5 6 6 62 74s 0 SET HEAD FLUSH WITH
Fall-Winter 5 97 0.65 0 ....... 0 62 748 o FOR IRRIGATION LEGEND. 18 1/2 ¢ FINISH GRADE
. ... ........... ....
E, TOTAL O-p0 I
....,.. .......... ......... ............... ...................
t: •• A VI N
e+ tie ••f FINISH GRADE
Plant/Irrigation System Type: Zone Ir-e-Eff. Area Seasonal Plant Factor "•S•• $•
Spray/Bub/13rip 4 � *n 0.000 5 Hig1.h Shrub •'+ • . •
�•e•
Season Zonal Eto Plant Area Estimated '� � � .,-'
Value Factor sq. ft. 0.62 748 Irri. Eff. Water Use
......... _.... -......... .. ,... _ z.�_
Spring 20.69 0.8 O 0.62 748 Cl
__ Summer._._... .....57-29_.. Q8 _._... 0 0.62 ..-748 _.. _ O __... _...... _.......
IF'
.. ....... POP-UP
llrL 1
Fall-Winter 1 5 97 0.8 .....0 0.62 748 ..... O
TOTAL O_00
............. ........
.............................. PVC TXT 90 STREET ELL
Plant/lrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor R MAq�q Lp(�q�� TTEEE ORALELL E WITH PVC
'CAR9F�0N'•�14P,1LASTIC VALVE BOX
Spray/Bub/�riP _. _.4 -.... O`r5 ':: 285.330 _ _ 6 Low Tree �,&A A1� COV kow 1�
-._..
EXTENSIONS AS NECE SARY.
Season Zonal Eto Plant Area Conversion Factors Estimated
Value Factor sq. ft. 0.62 748 Irri. Eff. Water Use , 2" IN TURF ," IN GROUND
1. __.
LLL
Spring 20 69 0.2 285 3301" 0.62 748 0.75 3O COVER AREA$i
sumrler ----- -.. 57 29 0.2 285.3301 0.62 748 - ---- 0.75 "�-L--- --- L.3.61
......................__....... I FINISH GRADE !
- Fall-winter 1 5.97 0.2 285.3301 0.62 748 0.75 1.01
TOTAL . .. . ......... ... 5.93 I g. .
,
_ ......... ......... ......... ........ ... ...... ....... . . SIZE
......... ......... ..._._. .. .. ..... .. ...... ... . . . ...._. ..... . ... ......... ......... SCH. 80 NIPPLE SCH. 60 NIPPLE SIZE
Plant/Irrigation system Type Zone Irr Eff. Area seasonal Plant Factor: f PROVIDE TURNING HANDLE 6" MIN LENGTH AND LENGTH AS REQUIRED
-._- S ra /Bub/�ri._ ..... Area ......... .... Conversion Factors....... _...._.. ........ Estimated......_, PVC TXT 90 STREET ELL BACI�FLOVV DEVISE SUPPLIED
Season p yZonal Eto Plant 4 O.000 7 I_ovv / Mocl Trasae 18" MIN I
Value Factor sq ft 0.62 748 Irri Eff_ Water Use
... . ._.._. ....... ......... ........ ........
Spring 20 69 O 35 O 0.62 748 O ADAPT TO MAIN LINE INSTALLED Y .V. MN.
Surmter 57.29 0.25 O O.62 748 O
b.
.....
Fall-Winter 15.97---- 0.35 O 0.62 748 O i / - 1
TOTAL o.00 TYPICAL R BUBBLER BASE
it TREE \b SHEET T%TLEi
..... .......... -. ........ MAIN LINE
DRIP LINE OF TREE AT 50:ti OF MATURITY / -=
Plant/Irr1 ... Y Type: ... ROOT BALL AT TIME OF INSTALLATION /� �q�
5 ra /Bub....r BALL VALVE G.& l.ON`
ga on stem a Zone Irr Eff. Area Seasonal Plant Factor
P Y p 4 �` j 66S.77o 8 Mod Tree
Season Zonal Eto Plant Area Conversion Factors Estimated �,
4KK
Value Factor sq ft. 0.62 748 Irri Eff Water Use �'' ' • .
......... ........ ......... I 4" PEA GRAVEL TYPICAL PLACEMENT OF BUBBLERS AT TREEaG�]E 1V�O'�S
Spring 20.69 0.5 666.7703 0.62 748 0.75 7.61
Surnrner 57.29 0.5 665.7703 O 62 748 0.75 21.08
Fall-Winter 1 5.97 0.5 665.7703 0.62 748 0.75 5.88
D
__ . .... ..._ ..... 56 I' BALL VALVE - FULL PORT G BUBBLER POP-UP HEAD
TOTAL ......
Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor:
_ ..-
..........
Spray/BubfUrtP 4 0 000 9 IVIaadlHich Tfe e
........ .. ....... _.......... ........
__ .. .. .. ..... ...... .. ...... ..
Season Zonal Eto Plant Area Conversion Factors Estimated
Value Factor sq. ft. O 62 748 Irri. Eff. Water Use
11
........ .........._........ . ..... - IZ
Spring 20 6so s5 o 0 62 748 " """ o NOTE: INSTALL CONTROLLER ' p� no W
Sunirler 57.29 0.65 0 0 62 748 O A� 9�F�761AGL�. as Wit
Fall-Winter 15.97 O emy
65 0 0 62 748 O R � MLT F.A6J.7An �ESS•6®PYM 60
TOTAL ... . ..... .......... ........ o_oo t PER LOCAL CODE � e rlssnlno. &
PER INSTRUCTIONS
...... ..... ._..... . ..................... . . .............. ... ..... .... . ........ ..... ...............1".................. . ......... _...... .. . ......... TAPE d BUNDLE CONTROL MARE ;• dC PE D It
LOCATION TO BE REVIEWED IN FIEL T. -
dY fill-IM?Mt ACCMATK Cjf. AGAR C9A91RYR,0M y
.....
Plant/lrrigatilon System Type Zone Irr Eff Area Seasonal Plant Factor. 0 10' O/C (TYP.) BY THE OWNER'$ AUTHORIZED D Asa . A ..,,�,{
Spray/Bub/E)rip 4 '° 0.000 10 High Trees REPRESENTATIVE PRIOR TO q ` .
"SNAP TITE" CONNECTORS - CONSTRUCTION. PAINT CONDUIT
Season Zonal Eto Plant Area1. Conversion LLLFactors Estimated EXPANSION COILS, 15 WRAPS i TO MATCH ADJACENT SURFACE
Value Factor sq. ft. 0.62 748 Irri. Eff. Water Use, AROUND 1/2" PIPE (TYP.) 1 .'; = A F� F M�
..... ......... ......... .......
CHARLES lomwa•ga��AasP s>aau are f .aye AY YR�r
Spring 20 69 0.8 O Os2 748 O
surrrner 57 29 0.8 O os2 748 O ADAPT TO LATERAL LINE
Fall-Winter. _._ 15.97.._. _._ 0.8 O 0.62 748 O _ _. z i' ALL R�Bh7P3 t�ftlCt Ot9P. fF.PME�A9�9i. i.S10 •'
�� "
ELECTRIC VALVE (PER LEGEND) WALL MOUNT CONTROLLER rr 5 PROJECT NO.i - 0
TOTAL .... ... ...... ..., O.00 WALL +
AN A ASSOCIATES
FINISH GRADE
Total -rno4r And Shlrulb 321.94 y Q SUITE 6-5
1599 SUPERIOR AVENUE LAST ISSUE DATEI l0� Bs 1�4
1/2` IN TURF, 2` IN GROUND COVER LOCK NUT Q��A COSTAINESA,CA,92627
Plant/lrrtgation System Type: Zone Irr. Eff_ Area seasonal Plant Factor: � . " e' V v PH(949)548-3663 FAX(949)646-7278 SYI GQ CHKDI CWT
LLLLLLL.L1. 120 VOLT WIRE IN RIGID
} BROOKS PLASTIC VALVE 80X •• +�,_'`.- " LANDSCAPE ARCHITECTURE LIC.;;r 2242 spray/Bub/�riP 4 0 11 Turf CONDUIT PER LOCAL CODE
- - WITH HINGED, LOCKABLE, COLOR-TAN
Season Zonal Eto Plant Area � Cony erslon Factors Estimated '" R EQUAL) 1/12f 05 2nd I�(.fliN CK' SB�1TLmGG
L'I ....
COVER 0 AL
Value Factor
r sq ft. 0.62 748FW!.j....F_T.f:. Water Use (.... ...... TROL WIRES
.... ..... ..Spring 20 69 0.76 O o 62 ......... 748 O......... ... 1. ::.:.::::. ::. PVC ELL IN. ..... ........ y .. MM VMSum,-,er _.. _.57.29 ..... ... RIGID CON UIT�0.6 O 0.62 _ 7480 .... ............... .. 2'X4" REDWOOD FRAMETOTAL........ .. O_00 3/4" PEA GRAVEL, 6" THICK ,ICONTROL MARE (TYP.) FINISH GRADEFall-Winter 15 97 O 76 0 0.62 748o
7"otal Tutf 0.00 TO CONTROLLER '
PVC SCH 80 NIPPLE 6,'•^
Planblrrigation System Type: Zone Irr. Eff_ Area Seasonal Plant Factor: .L�•"'f OF DIRECT BURIAL WIRING
W a to rfe a to ra 4 ., o .... 9 2 M ovi n g MAIN LINE NTH TEE OR ELL •• 4a TO VALUES pp cc *-�
1 .1. SLIPXSLIPXFIPT n EC C I V 1�..
Season Zonal Et0 Rant A 11 rea Conve LL rsion Factors Estinnatetl i..L
Value Factor sq. ft. 6.62 748 Irri. Eff. Water Use COMMON WIRE TO OTHER VALVES •••
........ __._.. ...... .. ......... ......... ........... .. __.. .I......
spring 20.69 '1.2 0 0.62 """"""""" 74e 1 CONTROL WIRE SHALL BE CONTINUOUS BETWEEN SWEEP ELLS AS REQ'D
Surrrner 57 29 -- - 1.2 0 0.62 748 - - 1 - RCV AND CONTROLLER. ONE WIRE PER EACH VALVE TO ROUTE UNDERGROUND OCT 1 9-1,10) ,F
Fall-Winter 15 97 1.2 0 0.62 748 1 14G. MIN. (BLACK) NO MULTI STRAND WIRE. 6 OL 1;
TOTAL .o_oo CHRSTYI.D. TAG /2DDI . LARGER FILE,
I. A
" CORE ROUGH
Total Waterf4aatur4a 0-00 WALL 1 A
THAN CO UIT/ CITY
PALM
MDEDEPT
SHEET
Total Estimated Water I MC-5 321 -94 4
J ELECTRIC CONTROL VALVE H WALL MOUNTED CONTROLLER ___ LI - 2
- -
10-18-05. i
- - - - - - - - _ _ _ -- - __ - --_ -
__ � �
i
_ _v �.
A Ot I T c C T 2
F .KEL
tt
1932-1 Al 6 4! •CA AVS,,Tc 7
7 C L 7 1 6 46 A 7 ! 7 6 -
_ P A III 7 i 4 649 7 6 7 A
STAW
p�NDSCApF'9
P.A
I -4
it ' �
OF CALF
PROJECT NA
PLANT LEGEND M��
SYMBOL BOTANICAL NAME COMMON NAME SIZE PLANT
h
FACTOR
TREES Y
y ( 0 CAWSTEMON VIMINAWS WEEPING BO BRUSH 240BOX M 0.5 ���N T R I
CLUB
= CENTER
TIPUANA 71PU TIPU TREE 24' BOX M 0.5
` 4 Northwest CoQrner of
Washin0on St. and
• ACACIA WILLARDIANA PALO BLANCO 24" BOX L 0.2 Country Club Dr.
I Patin Desert, CA
Developed Hyi
PARKINSONIA PRAECOX PALO BREA 24" L 0.2 Fountainhead ShruG ed
NewporQ Beach; CAe.92660
0 ACACIA STENOPHYLLA SHOESTRING A ACIA 24' L 0.2
CHITALPA TASHKENTENSIS CHITALPA 24■BOX M 0.5
1 ! ,F • r
f' f# A f PHOENIX DACTYLIFERA DATE PALM 15 BROWN H 0.7
f �'�! f
TRUNK
�•, � s..'-�z /�,;}� � f� i, f�1 f� �Srz j�,r� zr� BUTIA CAPITATA PINDO PALM 5' BROWN M 0.5
TRUNK
_..,. mm j4 ✓ f /' < "`£ ;F <.. f Ji r`,rr ■
�" �,.. � s , �, � � ,✓ �` � (r rfr}r �f��' � CAWSTEMON MMINAWS WEEPING BOTTLE BRUSH 24 BOX M 0.5
NOTE: INSTALL IN BOXES (IN
• THE GROUND) TEMPORARILY
UNTIL r'rTlfff'r UCTION OF
ir
ADJOINING PMRC PARCEL
/, DALBERGIA SISS00 ARIZONA ROSEWOOD20 BOX M 0.5
r fZ rf jj
ttSS r
! t
r
1
VINES
r
BOUGAINVILLEA BARBARA KARST' BOUGAINVILLEA 5 GAL M 0.5
ESPAWER
OROUNDCOVER
i fi'` / / ✓ tfr{ fGRANITE2 TiiICK LA
' _ � — �' ? ': s, t t .r,,,.,, t>� :" :¢ter .: ,: -x'"' �3. :r �f., f^'Ns f ,r <-.'' 3" ,,,5 ✓ r,/ 1 f .;;'. f , � DE ' ■
tf 'CALIFORNIAPDECOMPOSED
31 MINUS AFTER COMPAC ON
WETTEDAOLLED)
J' OR APPROVED EQUAL (
• r tf f
_s
w a f
° CRETSA COBBLE 6 DIA. TO 10 DIA.
3 ° :,✓�� 3_✓ , � r (� sryf �16 tr { r O O� • ■
f !
r
's • ,`K -3 r vim' ,.. ..,� z rr j J) j Fr f r
, � S ,./ fr f f' € rJ SIZE QUANTITY
t � t•:. r f j. ,,�: ,r„' r'` rr f{f� r f-#�7 , e' r' f r f
k ;,�' /y.•i/� f � /� rt t r r ,rFFr ff . . 1 �r�� f CRESTA BOULDERS 2' TO 3' DIA. 'ANGULAR" SMALL-2 MIN. 12
OR APPROVED EQUAL
LARGE-33 MIN.IN. 5 _
WENDYS
RESTAURANT
f
0
, j
., ;
z i .+ - f
° ..t p f /rf Ii i trrf f r r _
•
'•- / ' ) r ? f ff 3
f Ag
�i ,
f'
;
f}.
C
SHEET TITLE,
O } ,
''If all,r�iEE I ♦,LLB!Jae
GROUNDCOVER
5 \� 3A.y r g rf rrSr✓ r ' -.. rtt�� ..
AN
r,
4
- ; ° i '': Ji t✓ 3 f�' r i nS #�✓
: p
� CALE: I —2
-
° O O ° O O O ° ° O x, f, -' �.,...r A i J �� :.✓1 � ��° �� �r �...� i, / �:9*` � • fr/'f` r f ' (rf rt{ ;F� r /'`'f _ ��E �, ��
l.J r 7777t��Ea�r
40 anFCA �sE! M C FALLY ESLUXTED
f r`
At-6UFLY M ACCUlAYC CIIF4YF.ib6 C6;AF7F6ft
CHARLE
= TROWBRIDG F ABC MfYW
� - AND AS CIA ES ��� :�PFC[. A!lGYP�df11.67. s�6a .
U N T RY CLUB DRIVE !Fr"$liamliF6Ut NG®fG7AL i�Y 9Cp3 YYSim-Finn OMMMY NAd�idll AY N%l'YFG�.Im
1599 SUPERIOR AVENUE
' SUITE B.5 PROJECT NO.i 03-390
COSTA MESA, CA. 926�7
PH (949)548-3663 FAX(949)646-7278 LAST ISSUE DATEi 10/28/04
LANDSCAPE ARCHITECTURE LIC.#2242
PPOS-18 BY,G- co" CWT
1/1 /05 2nd FLAN CIS. SBMTL--GG
NOTE : THE WENDY'5 SITE SHOWN IN HALF-TONE
IS UNDER 5EPERATE PERMIT
BOULDER (TYPICAL)
RECEIVED
OCT 19 Z�Q�
FRLE�
BLIIC�40RhSDEPT
SHEET
LP 1
i
1
10-18-05
A R I T E C T S
FNKIL
2033.1 1 R•V 1 •NE AVE S T E 7
SANTA ANA HTS CA 9e707
O • d 0
T E L 7 1 4 •B 5 0 7 5 7 5
F A X 7 1 4 B is 0 7 5 7 6
PLANT LEGEND STAMP
NIDSCAP
SYMBOL BOTANICAL NAME COMMON NAME SIZE PLANT
FACTOR
y
SHRUBS
Oi LANATANA 'GOLD RUSH' LANTANA 5 GAL M 0.5
' O LANTANA MONTEMDENSIS TRAILING LANTANA 5 GAL M 0.5 'OFCay1FO�
' I ' BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 5 GAL M 0.5 PROJECT NAMEi
1
CALLIANDRA ERIOPHYLLA FAIRY DUSTER 5 GAL L 0.2
MUHLENBERGIA RIGENS DEER GRASS 5 GAL M 0.5
HESPERALOE PARM CUNTRYFLORA RED YUCCA 5 GAL L 0.2 CLUB
/G/� vp�x I ' LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL L 0.2 CENTER
41 �F 0 h PENSIEMON SUPERBUS PENSTEMON 1 GAL M 0.5
CALLISTEMON VIMINALLIS BOTTLEBRUSH SHRUE 5 GAL M 0.5
LITTLE JOHN
'
SIMMONDSIA CHINENSIS JOJOBA 5 GAL L 0.2
/0
Northwest Corner o
ton St, and
® RUELU M 0.5 Washin
A PENINSULARIS N.C.N. 5 GAL CourV Club Dr,
—�� �` im L 0.2 Paul Desert, CA
'
O 1 AGAVE VICTORIAE—REgNAE N.C.N. 5 GAL
�° 1400 QFountauailead St.,Shrugged
35
�veloped By
..»_,...., .._.,»»,.,, _.,.,,,,_. ,.»,,,,,,,,,,,;,;»::,.:,�...._,.. .�,�, NANDINA DOMESTICA 'GULF STREAM'HEAVENLY BAMBOO 5 GAL. M
Newport Beach, CA 92550
a }
® Q 1,or
@ W�.
ot
w. l
y E
d
t
,d I ? cif
V�
C'
LAI
4 f I
D WENDYS
h' O I RESTAURANT
�j
3
SHEET TITLE
SEMUB PLAN
O O '% S ALE. 1 -20-0--
,� O O Al
p 0 20 40
O
Q 77,
7� GFALLY Y®a,
� � � • ;..; � ;•`�y��� .f^ s�`, c/' �� ;�: f �% �� �.,F'!y t ;�` AVIE ARE`PARY AfdB PAP K�R
i
p : EL
X" ■ v erePY ssgaa ore[
� • �o �. - �.,,:� �'74 AZ-lUA64�ACGI1RAYi eII�P.t4AGD6 6�6P.YP9Psi.
— — — -- �- / CHARLES
�T
o C3:hf loe
R TROWBRIDGE Y9
AND ASSOCIATES ..
�AD!Li1LL a48P Y%1!1 YY.{E 1RYtdF.Gd6i A7 AGC1'YPPY.
1599 SUPERIOR AVENUE ALL wins�m O � SM14imm M IWW% ISO
COUNTRY CLUB DRIVE p r SUITES-5
COSTA MESA, CA. 92627 PROJECT NO. 3D
PH (949)548-3663 FAX(949)646-7278
LANDSCAPE ARCHITECTURE LIC.#2242 LAST ISSUE DATEe 10/28/04
PP03-18 sYl� CWD cW*T
NOTE : THE WENDYS SITE SHOWN IN HALF - TONE 1/1`2/05 end PLAN CK. SBMTL-GG
15 UNDER SEPERATE PERMIT
0 '
O
® DIG ALERT RECEIVED'
DIAL TOLL FREE
III:' 1-800-422-4133 FILES OCT 19 20Qv
AT LEAST TWO DAYS SHEET ITY OF PALM OESEP
UB%t'VOpI'S!3E
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LP - 2
10-18-05
D DDY
PERVAILING WIND . PLANTING NOTES R T ` C T T
PLANT SO THAT TOP OF ROOT CROWN F L
15 AT FINISHED GRADE :
LANDSCAPE CONTRACTOR SMALL BE IN POSSESION OF A CURRENT AND VALID eea*1 1 e•VR 98E AVE 279 7
I iitil� PLANT LEGEND IAe1A AAA 07va eA lf787
CALIFORNIA LANDSCAPE CONTRACTORS LICENSE AND BE CURRENT IN STATUS , G • ® �
BONDED AND INSURED TO ANY MANDATED REQUIREMENT BEFORE ENTERING INTO i A n 7 1 d a 4 i e 7 s 7 i a
LANDSCAPE CONTRACT AND FOR THE PURPOSE OF THIS DOCUMENT BE HEARIN SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY PLANT
NOTE:NO STAKES OR TIES IN CANOPY FACTOR
OR CROWN Of TREE. REFERED TO AS THE "LANDSCAPE CONTRACTOR" . STAMP
2. LANDSCAPE CONTRACTOR SMALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO TREES ���
CINCH-TIE OR EQUAL, ONLY F--- I�(-- l SUBMITTING HIS BID AND PRIOR TO STARTING CONSTRUCTION. IF ANY DISCREPANCIES
WEEPING BOTTLE BRUSH 24'Box 5 M o.5
IF REQUIRED BY INSPECTOR. 1 i EXIST THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, Q CAWSTEMON VIMINAws
LOOGEPOLE PINE STAKES
257AKE52'X2' ,. II �II [ I � lAt BID SHOULD BE BASED UPON ON APPROVED PLAN BY THE CITY OF PALM DESERT AND J
5TAKE5 PLACED ONOPP051TE51DE5 E = ;=II�I1= 1 I REVIEWED PRIOR TO REVIEW OF SITE CONDITIONS ETC. -
OF THE DIRECTION OF THE PREVALING WIND. EQ � + .� TO 'BE EMIED
STAKE BELOW F1R.ST BRANCHES TIPUANA TIPU TIPU TREE 24' BOX 3 M 0.5 s .• °
OR AS NECESSARY FOR FIRM 3. LANDSCAPE CONTRACTOR SMALL HOLD A CURRENT BUSINESS LICENSE IN THE CITY
5UPPORT 2'THICK LAYER OF DECOMP05ED GRANITE THAT H ACACIA WILLARDUNA PALo BLANco 24' Box 0 L o.
AS JURISDICTION OVER THE PROJECT AND A CURRENT CALIFORNIA STATE �
NOTE: STAKING AS NEEDED TO MEETFIN15HGRADEAFTERCOMPACTION. 6� LANDSCAPE CONTRACTORS LICENSE .. 2 OF CA►L
FINISH GRADE Wool FINISH
PROJECT NAREs
_ NOTE:THIS DETAIL APPLIES 4, LANDSCAPE CONTRACTOR SMALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR PARKINSONIA PRAECOX PALO BREA 24' Box 0 L 0.2
TO24'BOXTREE5. r4 THE INSTALLATION OF PLANT MATERIAL AS INDICATED ON THE DRAWINGS AND A5
BACKFILLIXFQRD gERzPLANTS SPECIFIED HEREIN,
TO BE NA 1VE ITE 11 NLY. - "' " INSTALL STREET TREES PER _ O ACACIA STENOPHYLLA SHOESTRING ACACIA 24' BOX 4 L 0.2
LOCAL GOVERNING AGENCY - ��� 5. LANDSCAPE CONTRACTOR SMALL COORDINATE PLANTING WITH OTHER SITE
UND15TURBEO NATIVE 501L STANDARDS. . flf l�ll[i IIIIGI �llfl IMPROVEMENTS UNLESS SPECIFIED, STRUCTURAL IMPROVEMENTS SMALL BE INSTALLED cHITALPA TASHKENTENsIs CHITALPA 24'BDx 6 M 0.5
PRIOR TO PLANTING OPERATIONS.
COUNTRY
TREE BALL PHOENIX DACTYUFERA PINDO PALM V BROWN 0 M 0.5 CLUB
�f A� C+'��`ITIE5 AND \1005
3XBAllDIA. STAKE SHAllBE INSTALLED OUTSlDEOF G. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING
TRUNK
ROOT BALL. NOTE; An TO �3r WRIEV EXISTING SEWER AND UTILITY LINES ABOVE GRADE THAT MIGHT BE DAMAGED AS A BUTIA CAPITATA MEXICAN BLUE PALM 1155' Ow 0 M 0.5 CENTER
W11LMRS IN GLL TE :ARE: RESULT OF PLANTING OPERATIONS. CONTRACTOR SMALL ASSUME SOLE RESPONSIBILITY TRUI(�V
T? cS15T AT '/�RMPI � FOR ANY COST INCURRED DUE TO DAMAGE AND FOR REPLACEMENT OF N r We t C rner of
SCALE: NOT TO SCALE CAWSTEMON VIMINAWS WEEPING BOTTLE BRUSH 24' �px 0 M 0.5 �Q tthh $
AFOREMENTIONED UTILITIES. INSTALL IN 4�ashin ton �t. and
TREE PLANTING- VERTICAL STAKES CONTGVNER Coungry Club Dr.
7. DO NOT INSTALL PLANTING WHEN UNKNOWN OBSTRUCTIONS. GRADE DIFFERENCES OR DALBERGIA SISSOO ARIZONA ROSE 24' BOX 2 L 0.2 Palm Desert, CA
DISCREPANCIES IN AREA DIMENSIONS EXIST. IMMEDIATELY BRING DISCREPANCIES TO Developed Bye
THE ATTENTION OF THE OWNER'S REPRESENTATIVE, IF NOTIFICATION IS NOT Fountainhead Shrugged
e BOULDER D�TAI L E1�OR 0THER5" PERFORMED, THE CONTRACTOR SMALL ASSUME RESPONSIBILITY FOR REVISIONS Flr�porQ Bench; CAr.92660
WHEN PLANTED TOP OF ROOT CROWN �,,� 2'THICK LAYER OF DECOMP05ED GRANITE NECESSARY.
TO BE FL05H WITH FINISH GRADE, TO MEET FINISH GRADE AFTER COMPACTION.
DO NOT COMPACT 0,(3,AROUND ROOT ZONE.
g, THE PLANTING DESIGN AS INDICATED ON THE DRAWINGS IS DIARGAMMATIC. SCALED
u
DIMENTIONS ARE APPROXIMATE, BEFORE PROCEEDING WITH WORK, CHECK AND VERIFY
8n G SITE DIMENSIONS.
FIN15HGRADE 9. COORDINATE INSTALLATION OF PLANTING TO AVOID CONFLICTS WITH IRRIGATION WORK,
UTILITIES OR ENGINEERING AND ARCHITECTURAL FEATURES. VERIFY REQUIRED
SETBACKS FROM UTILITIES. VINES
I BOUGAINVILLEA 'BARBARA KARST• BOUGAINVILLEA 5 GAL. 4 M 0.5
T08ENAM�Ef �S Ra�L1�4NTS I3°PASrVIlEl SE IMTYP- 10. PROTECT INSTALLED CONTRACT WORK AND WORK OF OTHERS. V ESPAIFUER
APPLY AND PAY FOR NECESSARY PERMITS AND FEES REQUIRED IN PURSUIT OF WORK
y AS REQUIRED BY GOVERNING CODES.
IJND15TRUBEDNATIVE501L 1 SHRUBS
3X BALL DIA. s se anl.,nIm.
12, LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS, GOVERNING OR
____ RELATING TO A PORTION OF THIS WORK ARE HEREBY MADE A PART OF THESE LANATANA 'GOLD RUSH' LANTANA 5 GAL. 20 M 0.5
SHRUB PLANTING SPECIFICATIONS. O LANTANA MONTEVIDENSIS TRAILING LANTANA 5 GAL. 23 M 0.5
SCALP:NOT TO SCALE 1 3. KEEP PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT.. MATERIALS AND RUBBISH
VI�, •: BOUGAINVILLEA 'LA JOLLA' BOUGAINVILLEA 5 GAL. 27 M 0.5
INCIDENTAL TO WORK DURING CONSTRUCTION AND MAINTENANCE PERIOD, BROOM
CLEAN ALL PAVED AREAS. ® CAwANDRA ERIOPHYLIA FAIRY DUSTER 5 GAIN 10 L 0.2
1 4. NOTE ALL FINISH GRADES BEFORE COMMENCING WORK. LANDSCAPE CONTRACTOR TO C MUHLENBERGIA RIGENS DEER GRASS 5 GAL. 9 M 0.5
NOTE: NO PLANT MATERIAL SHALL BE INSTALLED WITHIN THE LIMIT OF THE ROOT BALL. v RECEIVE SITE GRADED TO ±0. 10 UNLESS NOTED DIFFERENTLY ON THE PLANS. RESTORE HESPERALOE PARVIFLORA RED YUCCA 5 GAL. 55 L 0.2
FINISH GRADES CHANGED DURING COURSE OF THIS WORK TO ORIGINAL OR INTENDED 0
CONTOURS WHERE PRACTICAL.
® LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 5 GAL. 22 L 0.2
PALM TREE TRUNK 1 5, LANDSCAPE CONTRACTOR SMALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT PENSTEMON SUPERBUS PENSTEMON 1 GAL 0 M 0.5
Q WITH A COPY OF A HORTICULTURAL SUITABILITY SOIL TEST WITH RECOMMENDATIONS
FROM AN APPROVED CERTIFIED LABORATORY PRIOR TO INITIATING SOIL AMENDMENT Q CALUSTEMON VIMINAwS BOTrLEBRUSH SHRUB 5 GAL. 13 M 0.5
vlre PHASE OF WORK. 'LITTLE JOHN'
( a({ fT O SIMMONDSIA CHINENSIS JOJOBA 5 GAL. 0 L 0.2
SAMPLES OF FERTILIZER , SOIL CONDITIONERS, SEED, OR OTHER MATERIAL SMALL BE
BACKFILL WITH SAND. SUBMITTED TO OWNER FORTY-EIGHT (48) HOURS PRIOR TO INCORPORATION IN THE ® RUEWA PENINSULARIS N.C.N. 5 GAL 0 M 0.5
- - _ -- -- ----- ----- ....
------- -- - WORK.
AGAVE VICTORIAE-REGINAE N.C.N. 5 GAL. 0 L 0.2
ROOTBALL IN SHRUB AREAS 17. THE LANDSCAPE CONTRACTOR SMALL INSTALL PLANT MATERIAL IN ACCORDANCE WITH SHOULD BE PLANTED EXPOSING 1 " =1l!�ili�llllli�lillil �^�,�� ��,� DETAILS.. DRAWINGS AND SPECIFICATIONS. Q NANDINA DOMEsncA GULF STREAM,HEAVENLY BAMBOO 5 GAL. 6 M 0.5
liil(�=; -=fly
+ OR - AE30VE GRADE ACCORDING 2" THICK LAYER OF 1 8, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND OR
TO PALM TREE SUPPLIER. DECOMPOSED GRANITE PROVIDING POSITIVE DRAINAGE IN ALL NON-HARDSCAPE PLANTING AREAS,
TO MEET FINISH GRADE %/INE I.N!5TALLATION 10. ALL LANDSCAPE INSPECTIONS SMALL BE IN ACCORDANCE WITH THE CITY OF PALM GROUNDCOVER
AFTER COMPACTION. DESERT REQUIRED INSPECTION SCHEDULE.
M:TS: DECOMPOSED GRANITE 2' THICK LAYER
FINISH GRADE 20. INSTALL VINE AT APPROPRIATE ELEVATION PRIOR TO PAVING IF NECESSARY. 'CALIFORNIA GOLD' 3/8'MINUS AFTER COMPACTION
OR APPROVED EQUAL
ROOTBALL 2 1 . THE LANDSCAPE CONTRACTOR SMALL INSTALL PLANT MATERIAL IN ACCORDANCE WITH
Q Q DETAILS, DRAWINGS AND SPECIFICATIONS. CRESTA COBBLE 6" DIA. TO 10' DIA. ON WEED CLOTH
22. PLANT LIST SMALL BE USED AS A GUIDELINE ONLY: LANDSCAPE CONTRACTOR TO VERIFY SHEET TITLE,
SIZES AND QUANTITIES BY PLAN CHECK. SIZE QUANTITY
_ _ _ _ _ CRESTA BOULDERS 2' TO 3' DIA. 'ANGULAR' SMALL-2 MIN. 12
I OR APPROVED EQUAL MEDIUM-30' MIN. 14
-III-I I-III=1 14- - 23. ALL SPECIMENS (24" BOX AND OVER) SMALL BE SELECTED IN THE FIELD BY LANDSCAPE LARGE-3' MIN. 5
-III-III-III= I I h--� ARCHITECT. FINAL LOCATIONS ON SITE SHALL BE APPROVED BY LANDSCAPE p
fl II I illif T fllli I IIIII I fl I I lyl UNDISTURBED NATIVE SOIL ARCHITECET PRIOR TO PLANTING. CONCRETE MOW CURB LEG9
24. PLANT MATERIAL IN OR NEAR PAVING AND WALLS MAY BE REQUIRED TO BE PLANTED NOTES
PALM TREE PLANTING DETAIL PRIOR TO CONSTRUCTION. DE CL aS
SrrAE XT m SCALE
25. REMOVE STAKES AND TRELLIS FROM ALL VINES AND SECURE TO WALLS WITH WALL
ANCHORS AND SCREWS WITH 18 GUAGE GALVANIZED WIRE TYPICAL. START WIRES 18"
FROM FINISH GRADE AND 1 2" O.C. TO TOP OF WALL ISM =ee m e eeire as ec 1100 WM A*.
eeaaooR A➢el
2G. REMOVE ALL NURSERY STAKES FROM TREES. "
CONCRETE HEADER WITH CO O
JOINTS AT 5'-O' O.C. 6 R R R�lt
CHARLES
(FLAT F.C.) FINISH GRAM TROWBRIDGE e
AND ASSOCIATES ALL
• 1599 SUPERIOR AVENUE
SUITE B-5 PROJECT NO. €3--390
COSTA MESA, CA. 92627
PH (949)548-3663 FAX(949)646-7278
1 LANDSCAPE ARCHITECTURE LIC. #2242 LAST ISSUE DATES
J3 CONTINUOUS RESAR BY, GAS CHKD CWT
EPOSQ y
-18 1/12/05 2nd PLAN. CIS, SBH TL--Cir-
11.0
COMPACTED SUBGRADE
6
NOTES:
1. POURED CONCRETE HEADER SHALL BE FORMED ON BOTH SIDES WITH SMOOTH STEEL `
TROWEL FINISH ON THE TOP AND 3/4" RADIUS EDGES. RECEIVED �
2. TOP AND OF HEADER
BE 9' ABOVE FINISH GRADE AND CURVES SHALL BE UNIFORM FILET OCT 19 2-G5
SHEET C pp
pU UC WORKS DEPOT
CONCRETE MOW CURB ALP - 3
SME NOT TU SSXE
I
1
10-18-05
i
GENERAL CONDITIONS 8. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES 10 U B 1
G. STOPPAGE OF WORK AND ANNULMENT OF CONTRACT 23. AIR POLLUTION
1 . DEFINITIONS wNIL
a T E C T s
a. Shop drawings, product data, sample, and similar submittals are not contract
documents. The purpose of their submittals is to demonstrate for those a. If the construction of the project be abandoned by the Contractor, or if at any Contractor shall comply with all air pollution control rules, regulations, ordinances F
a. Words used herein in the masculine gender include the feminine and neuter. portions of the work for which submittals are required the way the Contractor time the Owner shall be of the opinion that the performance of the Contract is and statutes which apply to any work performed pursuant to the Contract and teia x N-VX -ME AVE STE 7
SANTA Ail& of$ CA 907e7
and vice versa; the singular number includes the plural, and the plural the singular. to conform to the information given and the desi n concept ex ressed unnecessarily or unreasonably delayed, or that the Contractor is willfully shall not discharge smoke. dust or any other air contaminants into the C 0
The word "person" includes a corporation, association or partnership. proposes g g p p violating any of the conditions or covenants of the Contract. the Owner may atmosphere here in such quantity as will violate the re ulations of an le all i A X 7 1 -e 0 4 : ' 7 3 i i '
in the drawings. notify the Contractor not to resume or to discontinue. as the case may be, all constiputed authority. Y g Y g Y
q b. The contractor shall review, approve, and submit such submittals required by the work or an art thereof contem lated under the Contract b a written notice STAMP
b. Unless otherwise specifically defined herein. or unless the context requires Y p p Y
a different meaning, all words, abbreviations.. symbols, terms and phrases having contract documents with reasonable promptness and in such sequence or to served upon Contractor. The Owner shall charge the expense of such equipment, 24. NOISE CONTROL �NOSCAPE
a well known or technical meanin hall be so construed labor and materials, plus ten percent ( 1 0%) of the cost thereof, for administrative
g `- cause no delay in the work. p p �
c. Whenever in these specifications. or in any documents or instruments expense against any sums of money due or to become due the Contractor, or Contractor shall comply with all local sound control and noise level regulations and
where these specifications govern the following terms are used, the intent c. The landscape Architect's review of such submittals is for the limited purpose of against the sureties to the extent of their liability. ordinances which apply to any work performed pursuant to the Contract, and shall
and meaning thereof shall be as follows: checking for conformance with information giver, and the design concept make every effort to control any undue noise resulting from the construction
expressed in the contract documents. Review of such submittals is not conducted b. In lieu of the foregoing provisions to suspend the Contract, the owner may pay operation.
► CONTRACT - Ke resents the entire and rote rated a reement between the the Contractor for the coin leted ortions of the project accordin to the
p g g for the purpose of determining accuracy and completeness of other duties such p p p J g
Owner and the Contractor. The contract documents form the as dimensions and quantities, or for substantiating instructions for installation or provisions of the Contract and may treat the portions remaining uncompleted as 25. PESTICIDES/HERBICIDES OPCq��FOQ,
Contact for construction performance of equipment or systems, all of which remain the responsibility of the if said portions had never been included or contemplated by the Contract.
Contractor. Contractor shall comply with all rules and regulations of the Department of Food and PROJECT NAMEI
CONTRACT DOCUMENTS - These specifications, the drawings, addenda issued 17. TEMPORARY SUSPENSION OF WORK Agriculture, the Department of Health, the Department of Industrial Relations and all
a► prior execution the Contract. and the Contract between the d. The Landscape Architect's review shall not constitute approval of safety other agencies which govern the use of pesticides/herbicides required in the
owner and the Contractor. precautions or, of any construction means. methods, techniques, sequences or The Owner may order the Contractor to suspend the work on the project wholly or performance of the work.
procedures. in part for such period of time as may be deemed necessary due to unsuitable
CONTRACTOR - The person or entity whose bid is accepted and to whom the weather or to such other conditions as may be considered unfavorable for the 2G. DUST CONTROL
Contract is awarded. 9. SUBSURFACE DATA suitable prosecution of the work. Work shall be resumed when conditions are
LANDSCAPE ARCHITECT - The rofes5ional services firm who prepared the project favorable or when the methods have been corrected, as directed and approved The Contractor shall abate dust nuisance by cleaning, sweeping and sprnklrng with
p p p p J Where investigations of site conditions have been made including subsurface in writing by the Owner. water, or other means as necessary, and shall save the owner free and harmless
drawings and specifications for the Owner. conditions in areas where work is to be performed under the Contract, such from any claim for loss or damage sustained by others and resulting from COUNTRY
nvestig e ations are mad only for the purpose of study and design. All soil and operations on the project site.
OWNER - The person or entity identified as such in the Contract. geological test hole data, water table elevations and agricultural suitability soil 18. LAWS TO BE OBSERVED CLUB
"p q analyses apply only at the locations of the test and to the depths indicated. y p 27. UTILITIES CENTER
WORK - The term work or "project" means the construction and services re wired The Contractor shall be full informed of all State and National laws and municipal
by the Contract Documents and includes providing all labor.. materials. ordinances or regulations which in any manner affect those engaged or employed When placing concrete around or contiguous to any utility, the Contractor shall
equipment transportation, tools, and incidentals necessary to complete 10. CHANGE ORDERS in the work, or the materials used in the work, or which in any way affect the assume res onsib lit for costs to furnish and install a cushion of ex arson Dint r hh�►e t C rner f
p Y p J �a1 �on �t. ano�
the work in a satisfactory manner. a. The owner may at any time prior to acceptance of the work. by written order to conduct of the work, and of all such orders and decrees of bodies or tribunals material, clear opening or sleeve, or by other suitable means shall prevent Coun ry Club Dr.
Contractor and without notice to sureties. increase or decrease the estimated having any jurisdiction or authority over the same. embedment in or bonding with the concrete. Palm Desert, CA
CITY - City of Palm Desert Developed Byl
quantity of work or material, make alterations, ceviations, additions to or Fountainhead Shrugged
2. CONSTRUCTION PROCEDURE omissions from the drawings and specifications.. and make changes in the project 19. LABOR CONDITIONS Ne1w0orttuBe ch, CAe'92 60
as may be deemed necessary or advisable, within the general scope thereof. 28. PATENTS AND ROYALTIES p
Contractor shall not be relieved of obligations to perform the work in accordance No changes to the city approved plans shall be installed without the approval Contractor shall comply with applicable Federal and State provisions of the labor The Contractor shall absorb in its bid, the patent fees or royalties on any patented
with the Contract Documents either b activities or duties of the Owner. landsca e of the City of Palm Desert. Code and Fair Employment Practices.
�' particle or process which may be furnished or used in the work. The Contractor
Architect, or by tests, inspections or approvals required or performed by persons shall indemnify and hold the Owner harmless from any legal actions that may be-
other than the Contractor. 20. INDEMNIFICATION brought from infringement of patents.
► 3. NON-ASSIGNABILITY
a. To the fullest extent permitted by law, the Contractor shall indemnify and hold 29. PAYMENTS
Neither the Contract that may be awarded, nor any of the moneys that may become harmless the Owner. Landscape Architect, Landscape Architect's consultants,
due to the Contractor under such Contract, may be assigned by said Contractor and agents and employees of any of them from and against claims. damages, a. The Contract sum is stated in the Contract and, including authorized adjustments,
without the written consent of the Owner. losses and expenses, including but not limited to attorneys' fees.. arising out of is the total amount payable by the Owner to the Contractor for performance of
or resulting from performance of the work, provided that such claim, damage, the work under the Contract documents.
4. SERVICE OF NOTICE loss or expense is attributable to bodily injury, sickness, disease or death, or
to injury to or destruction of tangible property (other than work itself) b. Before the first application for payment, the Contractor shall submit to the
The delivery or mailing of any notice. instruction. claim or protest, or other written including loss of use resulting therefrom, but only to the extent caused in whole Owner a schedule of values allocated to various portions of the Work, prepared
communications. personally to the Contractor or to the Owner, shall constitute or in part by negligent acts or omissions of the Contractor, a subcontractor, in such form and supported by such data to substantiate its accuracy as the
service thereof upon the Contractor. or the owner. respectively. anyone directly or indirectly employed by them or anyone for whose acts they Owner may require. This schedule, unless objected to by the Owner shal',I be
may be liable. regardless of whether or not such claim, dami loss or expense used as a basis for reviewing the Contractor's applications for payment.
5. SUBCONTRACTS is caused in part by a party indemnified hereunder. Such obligation shall not be
construed to negate, abridge, or reduce other rights or obligations of indemnity
a. Contractor shall set forth in the bid the name and the location of each which would otherwise exist as to a party or person described in this Section. DRAINAGE
subcontractor who will perform work or labor or render service to the Contractor b. No claim for additional work or material will be- allowed unless supported by
in or about the construction of the work. written Change Order signed by the Owner arc the Contractor stating their b. In claims against any person or entity indemnified under this Section by an A. GENERAL
agreement upon all of the following. employee of the Contractor, a subcontractor, anyone directly or indirectly
b. Contractor must have the written consent of the Owner to substitute a employed by them or anyone for whose acts they may be Fable, the 1 . Contractor shall provide all labor, materials, and equipment to furnish and install
subcontractor other than that designated in the bid. Change in the work indemnification obligation under this section shall not be limited by a limitation drainage systems as indicated on the drawings and as specified herein.
Amount of the adjustment in the Contract sum: and on amount or type of damages, compensation or benefits payable by. or for
G. BONDS AND INSURANCE Extent of the adjustment in the Contract time, if any the Contractor or a subcontractor, under worker's compensation acts. 2. Contractor shall maintain the project site throughout the progress of the work in
disability benefit acts or other employee benefit acts. a reasonable, dry, workable condition, free of surface water.
a. Before execution of the Contract with the Owner, the Contractor shall file 1 1 . CONTROL OF MATERIALS
► with the Owner surety bonds and applicable public liability and property damage c. The obligations of the Contractor under this section shall not extend to the 3. Contractor shall be responsible for all cutting and patching of new or existing
insurance satisfactory to the owner in the amounts and for the purposes specified a. Materials. parts and equipment to be furnished by the Contractor shall be new, liability of the Landscape Architect, the Landscape Architect's consultants, walks, curbs and pavements required for proper installation of drainage systems.
in the Contract. Bonds shall be duly executed by a responsible corporate surety, unless otherwise specified in these specifications or noted on the drawings. and agents and employees of any of them arising out of ( 1 ) the preparation
authorized to issue such bonds in the applicable State of the project and secured The materials shall be manufactured, handled.. and used in a workmanlike manner. or approval of maps, drawings, opinions, reports.. surveys, change orders, 4. Trench bottom shall be graded and prepared to provide a firm and uniform
through an authorized agent. Contractor shall pay all bond premiums, costs and designs or specifications. or (2) the giving of or the failure to give directions bearing surface throughout entire length of pipe.
incidentals. b. All materials shall be subject to rigid inspection and if, in the opinion of the owner or instructions by the Landscape Architect. the Landscape Architect's
b. Changes in the work, or extensions of time. made pursuant to the Contract, the same do not comply with the contract documents, said materials shall be consultants, and agents and employees of any of them provided such giving or 5. In order to make any necessary adjustments, connections that are to be made to
shall in no way release the Contractor or surety from their obligations. rejected and immediately removed from the premises at the expense of the failure to give is the primary cause of the injury or dami in existing pipe, catch basin or other appurtenances shall be exposed and
Contractor. nspected before laying new pipe.
7. DRAWINGS AND SPECIFICATIONS 2 I . SAFETY OF PERSONS AND PROPERTY SHEET T%TLEi
c. Manufacturers warranties, guarantees. instructions sheets and parts lists, which B. HORIZONTAL SUBDRAINS
are furnished with certain articles or materials incorporated in the work, shall be a. The Contractor shall be responsible for initiatin maintainin and su ervisin all
a. The contractor shall keep at the project site a copy of the drawings and p g° `� p g
specifications. In the event a discrepancy exists between figures and/or delivered to the Owner prior to acceptance of the work. safety precautions and programs in connection with the performance of the 1 . Catch basins shall be as indicated and installed as detailed on the drawings. StPEC CATIONS
drawings, the discrepancy shall be immediately submitted to the Owner for Contract.
12. LANDSCAPE MATERIAL SAMPLES 2. Pipe shall be as indicated on the drawn s and laid and ointed in accordance with
clarification. Any adjustment made by the Contractor without obtaining such p g J
The Contractor shall furnish such samples of all materials as requested by the Owner b. The Contractor shall take reasonable precautions for safety of, and shall provide enerall acce ted practice and to line and rade as deli rated on the drawin s,
clarification from the owner shall be, at the Contractor's risk and expense and p Y p g Y p p g g g
be subject to removal if said adjustment does not meet the approval of the Owner. without charge. Labor and equipment necessary for the furnishing of such samples reasonable protection to prevent damage, injury or loss to: employees on the with ends of pipe placed flush with the inside face of the catch basin.
NO CHANGES TO THE CITY APPROVED PLANS SHALL BE ISSUED WITHOUT THE shall be the responsibility of the Contractor. Refer to sheet LS-3 - D SOIL SUITABILITY work and other persons who may be affected thereby: the work and materials
APPROVAL OF THE CITY OF PALM DESERT.
REPORT for analytical soil sampling report requirements. and equipment to be incorporated therein, whether in storage on or off the site. 3. Interior of pipe shall be thoroughly cleaned of all foreign matter prior to, during,
13. SUBSTITUTION OR EQUIVALENTS under care. custody or control of the Contractor or the Contractor's and after installation in the trench.
ilm"L *i"i
n HM I*-
b. The Contract documents, as defin(;d herein, are intended to be read together to subcontractors; and other property at the site or adjacent thereto, such as
trees. shrubs, lawns. walks. pavements, roadways, structures and utilities not 4. Invert of curb drains shall be located a minimum of one inch ( I ") above the utter "
describe a complete and finished piece of work. including all labor. materials and a. For convenience in designation on the drawings or in the specifications, certain g
equipment necessary for the proper execution of the project. Anything in the articles or materials to be incorporated in the work may be designated under a designated for removal, relocation or replacement in the course of construction. flow line. Drain pipe shall have a minimum clearance of two inches (2") from top Aare
specifications and not on the drawiings, or on the drawings and not in the trade name or the name of a manufacturer and catalogue number. Subject to of curb and terminate at least one inch ( ! ") back of curb face.
specifications, shall be as though shown or mentioned in both approval by the Owner or Landscape Architect, an alternative article or material c. The Contractor shall give notices and comply with applicable laws. ordinances,
may be utilized. rules, regulations and lawful orders of public authorities bearing on safety of
persons or property or their protection from damage, injury or loss. C. BACKFILL - SHALL BE NATIVE
PROJECT PO.l 03-390
b. The burden of proof as to the quality and suitability of alternatives shall be upon d. The Contractor shall so conduct operations as to offer the least possible 1 . Backfill material shall be free from large clods, stones, and other objectionable LAST ISSUE DATEi 10/28/04
the Contractor. obstruction and inconvenience to the public. The Contractor shall have under materials.. exceeding three inches (3") in diameter.
p ft GG co-acn c:rar
14. CERTIFICATES OF COMPLIANCE construction no greater amount of work than can be performed properly with due 1/121/05 Grj
regard to the rights of the public. d PLAN ��`' su-
When requested. Contractor shall furnish the Owrer with a Certificate of
Compliance stating that the material substantially meets the specifications. 22. PROJECT SITE MAINTENANCE
1 5. SUFFICIENCY OF TIME a. Throughout all phases of construction, and until acceptance of the work, the
Contractor shall keep the project site clear and free from rubbish and debris.
Should the Contractor be obstructed or delayed in the prosecution or completion
of the project by the act. neglect. delay or default of the Owner, or as a result b. Costs incurred due to cleanup operations shall be as included in the prices bid for RECEIVED
Of strikes. fire, flood, lighting, storms or earthquakes, or by unavoidable calamity, the various items of work and no separate payment will be made therefor.
or other unforeseen causes that in the opinion of the Owner, are beyond the 9 201M
control of the Contractor, then the owner may consider an extension of time for CHARLES FILET
the completion of the project. TROWBRIDGE SHEET
AND ASSOCIATES
1599 SUPERIOR AVENUE
• SUITE 8 5 LIS I
COSTA MESA, CA. 92627
��0qa7�gY S PH (949) 548-3663 FAX(949)646-7278
LANDSCAPE ARCHITECTURE LIC. #2242 -
10-18-05
I U N I y
G. GALVANIZED PIPE A T e c T s
IRRIGATION SYSTEM - AUTOMATIC I . Galvanized steel pipe, where indicated on the drawings; shall be ASA
O. CONTROLLERS AND WIRING 9. Rubber Ring Seal Joint: T. MATERIALS TO BE FURNISHED fFK
Schedule 4C mild steel screwed e. Fittin s shall be medium alvanized e•aa•o a otHi �c Avg :sc �
pipe. g g a. Use factory-made male; end or prepare field-cut male end to exact :AilY. AiE. s�: CA 9f7.7
1 . Controller shall be of the type and manufacturer as indicated in the
A. GENERAL screwed beaded malleable iron. I . Contractor shall furnish the Owner the following materials at the end of ° 0 • � , s 4 :e 6 s s : s
Irrigation Legend on the drawings; or approved equal, Contractor shall specifications of factory-made end. constructior, prior to the Post-Installatior Mamterance Period: r A a 7 o e • 's Is : s 7 •
I . Contractor shall rovide, all labor, materials, and e ui ment necessary 2. All alvainizedl e and fittin s installed below rade shall be aintec] install controller as indicated in the details on the drawings and in
p q p rY g pipe, g g p b. Carefully clean bell or coupling and insert rubber ring without lubricant. • Two (2 sets of s wired for removin disassemblm and STAMPto furnish and install the irrigation system as indicated on the drawings with two (2) coats of Koppers #50 Bitumastic, or approved equal. Pipes accordance with manufacturers recommendations. Position ring carefully according to manufacturers recommendations. ) pecial tools re q g' g
and as specified herein. may be wrapped with an approved asphaltic tape, adjusting each type of sprinkler and valve supplied on the project.
2. Connections between the cortroller and the remote e control valves Two (2) five foot (5') valve keys for operating isolation valves. �N�'C�°F
c. Lubricate male end accordin to manufacturers recommendations and O
shall be made with direct burial solid copper wire. Control wire shall be g Two (2) keys for each controller.
2. Coordinate the installation of all irrigation materials with the insert male end to specified depth. Use hands only when inserting PVC � y
construction of site amenities and planting. # 1 4 AWG, Type U.F., GOO volt. Common wire shall be #1 2 AWG. Wire pipe One ( I ) quick coupler key and matching hose swivels for each quick yr .�►
H. UVR-PVC PIPE shall be PVC insulated of single conductor type, underground feeder coupler valve installed.
3. All work on the irrigation system, including hydrostatic.
cable, U.L. approved. One ( I ) set each approved as-built and record drawings.
d. Thrust blocks shall be provided where necessary to resist system �.
I . UVR-PVC pipe, where indicated on the drawings, shall be ultra-violet Two (2) sets each approved controller charts.
g o
coverae, and operational tests and the backfilling and pressure on ring-tite pipe and fittings. Blocks shall be concrete and the uT
resistart, Schedule 40 PVC e. Fittin s shall be UVR-PVC fittin s. 3. As practical, pilot wires shall be a different color for each valve. �4•
compaction of trenches shall be performed before pipe, g g p p size shall be based on an average soil safe bearing load of 1000 pounds T P
Common wires shall be white with a different color stripe U. AS-BUILT AND RECORD DRAWINGS
planting operations. for each per square foot. ay ' OFCAL�F��
automatic controller.
1 . Contractor shall mairtain oral keep up to date one ( I ) set of blue-lines PROJECT MAND
4. Drawings are diagrammatic and shall be adjusted as necessary to e• Form thrust blocks in such a manner that concrete comes in contact showin the "as-built" location of major features of the project and
► conform to actual field conditions. Costs incurred due to any adjustment 4. Wire shall be buried a minimum of eighteen inches (18') in depth arc] only with the fittings. Thrust blocks shall be between solid soil and the g J p J
for coverage, including those requested by the Owner relative to the whenever possible shall occupy the same trench as the mainline; bundled fitting. indicating changes that may occur during installation.
location of irrigation heads as shown on the drawings shall be the and secured to irrigation pipelines at ten foot ( 1 0') intervals with plastic
res orsibilit of the Contractor. electrical tape, providing sufficient slack for exparsior and contraction. 2. Prior to acceptance of the work Contractor shall furnish the Owner
p y ! 0. Irrigation lines and control wiring shall be installed under paving in with one ( ! ) set of reproducible transparencies as the Record Set
separate PVC Schedule 40 sleeves per the details. Sleeves shall be showing the as-built data, of a quality satisfactory to the Owner. Transfer
5. Poirt of connection (P.O.C.) and operatincj pressure (P.S.k) shall be as irstalled with the coverage depths as specified in the Sleeving detail. showing
data in ink (no ball point pen) and eradicate outdated items.
indicated on the drawings. Contractor shall verify the location and size of
water source, PSI, and electrical supplyprior to commencer installation. I. BACKFLOW PREVENTION UNIT I 1 . Pi in under existin pavement may be installed b ackin boric or 3. Dimension from two 2 permanent oints of reference buiildin s,
p g p g g p y yJ g g COUNTRY
G. Provide a separate ground wire for each controller. ( ) p p ( g
In case of discrepancy, Contractor shall immediately notify the Owner. hydraulic driving, except that no hydraulic driving will be permitted under monuments. sidewalks, curbs, pavement) the location of the fgllowmg
! . Per C.V.W.D. asphaltic concrete pavement. Where cutting or breaking of existing items: C L U B
7. An expansion curl shall be provided within three feet (3') of each wire pavement is necessary.. obtain permission from the Owner before cutting
J. VALVE BOXES connection and change of direction, and at least every ! 00 feet of wine or breaking pavement and then make all necessary repairs and CENTER
B. QUALITY ASSURANCE length on longer runs. Point of connection to existing water lines.
replacements to the satisfaction of the Owner, and at no additional cost Point of connection to existin electrical power.
1 . Ball valves.. quick couplers; electric splice boxes and remote control to the Owner. g
I . All local and state laws, rules and re ulations overnin or relatin to valves, except for anti-si hor valves. shall be installed below rade as 8. All splices shall be made with Scotch-Lok #357G Connector Sealing Irrigation valves. 14 r hhwe t C rner of
9 g g g p p g 1•�nsh ton St. and
an portion of the irri anon system are hereby incorporated into and made ndicated in the details on the drawin s, in lockable valve boxes Packs, Rain Bird Pen-Tate, Sears DS-400 wire connectors, 3M DBY wire Routing of irrigatior pressure lines (dimensions. maximum 100 along Counry Club Dr.
Y p g Y Y p g 1 2. All lines shall have a minimum horizontal clearance of six inches (G ) route
a art of theses specifications. However, if these s ecificatiors call for or manufactured b Brooks, Fraser, Ametek, or a roved equal. sealing packs, or approved equal. Use one ( 1 ) splice per corrector )• Pahl Desert, CA
p p p Y pp q from each other and from lines of other trades. Parallel lines shall not be • Remote control valves.
describe materials, workmanshipor construction of a better ualit hi her sealing pack. Wire splices shall be located in pull boxes set one inch ( 1 ") Developed By.
quality. g installed directly over one another. Fountainhead Shrugged
standard or larger size than is required by the above rules, regulations or 2. Valve boxes and lids shall be tan in color to match decomposed above finish grade. Quick coupling valves. 1400 Omit St., Ste®135
requirements. theses specifications and the drawin s shall take rarite. Ball valves shall be identified b stain in "BV" on the valve box Other related equipment as requested by the Owner. Newport Bench, CA 92660
q p g g Y p g 13. Provide the following minimum coverage (where lines occur under
precedence. cover. Remote control valves shall be identified by stamping "RCV" and 9• Field splices between the controller and remote control valves will not paved areas, these coverage depths shall be considered below subgrade):
station number on the valve box cover. be permitted. 4.4. Contractor shall submit As-built/Record Drawings to Owner for review
2. In the evert any equipment or methods indicated on the drawings or • Pressure mainline 24'' prior to completing Controller Charts.
specified herein conflict with applicable regulatiors. Contractor shall 3. Valve boxes shall be set one inch ( I ") above finish grade, with valves ! 0. Irstall a spare control wire of a different color along entire mainline. Non-pressure lateral Imes ! 2" V. CONTROLLER CHARTS
immediately notify the Owner or Landscape Architect in writing prior to set at sufficient depth to provide appropriate clearance between the Loop thirty-six inches (30) excess wire into each single box and into one Control wiring 24"
installatior. In case of discrepancy, Contractor shall immediately notify the cover and valve. valve box in each group of valves.
► Owner. R. ADJUSTING AND TESTING THE SYSTEM I . Contractor shall provide two (2) controller charts for each controller
supplied. The controller charts shall show the area controlled and shall be
3. Due to the scale of the drawings, it is not possible to indicate all P. IRRIGATION HEADS I . Contractor shall furnish all equipment, materials and labor to conduct the maximum size which the controller door will allow. The controller
pipeline pressure tests; coverage tests and operational tests. All tests charts shall be a photographic print with a different color mdieating the
offsets, fittings, sleeves, and related other equipment, which may be shall be made in the presence of the Owner prior to lantin o erations. area of covera e for each station. When coin leted and approved, the
required. Contractor shall carefully investigate the structural oral finished K. ISOLATION VALVES 1 . Irrigation heads shall be of the manufacturer; size, type, and rate of p p p g p g p pp
precipitation with the diameter (or radius) of throw; pressure, and Trenches shall not be backfilled until the pipeline pressure tests have been controller charts shall be hermetically sealed between two (2) pieces of
conditions affecting the work and install a complete irrigation system within performed to the satisfaction of the Owner. trans anent lactic, each bein a minimum of twenty (20 mils thick.
the intent of the alrawirgs and specifications. 1 . Isolation valves (ball) shall be as indicated in the Irrigation Legend on discharge as specified in the Irrigation Legend on the drawings, or p p p g y )
the drawings, or approved equal. Contractor shall install isolation valves
approved equal, and installed as indicated in the details or the drawings W. OPERATION AND MAINTENANCE MANUALS
2. After completion of i eline assembl prior to installation of terminal
and in accordance with manufacturers recommendations. p p p y= p
4. Manufacturers warranties shall not relieve the Contractor of liability as indicated in the details on the drawings and in accordance with fittings, including but not limited to remote control valves and quick
under the provisions for guarantees. manufacturer's recommendation. cow coupler valves:. entire system shall be thorou hl flushed to remove dirt; I . Prepare and deliver four (4) individually bound copies of the Operation
2. Riser units shall be oriented perpendicular to the finish grade with p y g y
nipples of the same size as the riser opening in the irrigation head. scale or other deleterious material. oral Maintenance Manual to the Owner at least ten ( 1 0) calenOar days
2. The operatirg unit shall be line-sized and have any arrow cast in the prior to acceptance of the work. The Marual shall include descriptive-
metal indicating the direction of opening. Valve shall conform to American 3. Spacing of heads shall not exceed the maximum shown on the drawings 3. With open ends capped, prior to installing valves, test pressure supply material of equipmert installed and shall be in sufficient detail for
C. MATERIALS LIST Water Works Standards. and in no case exceed the maximum spacing recommended by the Imes for six (G) hours at 125 PSI, notify city prior to depressurizing. maintenance personnel to understand, operate and maintain all equipment.
manufacturer. Center load PVC pipe with a small amount of backfill to prevent arching and Each complete, bound manual shall include the following:
Within fifteen ( 1 5) calendar days after award of Contract and prior to 3. Isolation valves shall be designed to permit dismantling to replace whipping under pressure.
installation, the Contractor shall submit to the Owner a list of materials sealing components without removal of the valve body from the pipeline. Q. INSTALLATION Index sheets stating Contractor's address and telephone number, list of
including the manufacturer, description, model number and installation data. 4. Contractor shall be responsible for correcting any portiors of the work equipment with names and addresses of local manufacturers
I . Pipe shall be cut square and the ends reamed out to the full inside twenty four (24) hours in advance for the following inspections; representatives.
2. Equipment or materials installed or furnished without prior acceptance diameter of the pipe and thoroughly cleaned of dirt, dust and moisture Catalog and parts sheets or all material and equipment installed.
may be rejected and such materials removed from the site at the before installation. system layout Guarantee statement.
Contractor's expense. L. QUICK COUPLING VALVES pressure pipeline tests Complete operating and maintenance instructions.
2. PVC pipe shall be protected from tool damage during assembly, coverage tests
I . Quick coupling valves shall be as indicated in the Irrigation Legend on Plastic pipe which has been nicked, scarred or damaged shall be removed operational tests (prior to commencing planting operations) X. GUARANTEE
► D. PRODUCT DELIVERY, STORAGE AND HANDLING the drawings. or approved equal. Contractor shall install quick coupler and replaced at the Contractor's expense.
valves as indicated in the details on the drawings and in accordance with 5. Coverage test shall demonstrate that each station area is balanced to 1 . Contractor shall guarantee all materials and equipment for one ( I ) year
I . Contractor shall exercise care in handling,
manufacturer's recommendations, with a molded vinyl or thermoplastic 3. PVC solvent-weld joints shall be made in accordance with ASTM provide uniform and adequate coverage. from the date of acceptance of the work. Should any trouble develop
loading, unloading and rubber locking yellow cover. Coupler keys and hose ells shall be of the D-2855. Pipe shall not be exposed to water for twenty-four (24) hours within the time specified due to inferior or faulty materials or workmanship,
storing of irrigation materials and equipment. same manufacturer as the valve. after solvent-weld joints are completed. G. Operational test shall demonstrate the performance an the Contractor shall be resonsible, for costs incurred due to repair arid
operation of p p
all components of the controller system. Remote control valves shall be replacement.
4. Trenches shall be of open vertical construction to appropriate depths properly balanced; heads adjusted for coverage and system shall be
E. PLASTIC PIPE v�A�o 2. Sam le Guarantee to be rovideal to Owner:
as indicated on the drawings and specified herein. PVC pipe shall be laid workable, clean and efficient. p p
on native grade or certified compacted subgrade, free of rocks or
Plastic pipe; where indicated on the drawings; shall be injection sharp-edged objects and snaked from side to side in the trench to allow 7. Contractor shall be responsible for correcting any portions of the work GUARANTEE FOR IRRIGATION SYSTEM
molded; rigid; unplasticized polyvinyl chloride (PVC): NSF approved: of for expansion and contraction. that are not properly installed and retested until installation has been SHEET TITLE,
high tensile strength, chemical resistant and impact strength; and accepted by the Owner. We hereby guarantee that the irrigation system furnished and installed is
depending on class and grade, conform to ASTM 224 1 or ASTM 5. Teflon tape shall be used on all threaded PVC to PVC and on all free from defects in materials and workmanship and the work has been
�;,�
�., �t ;e ��+et 8. ALL LANDSCAPE INSPECTIONS SHALL BE IN ACCORDANCE WITH leted in accordance with the contract documents; ordinary wear and
D- ! 785. threaded PVC to metal joints. THE CITY OF PALM DESER coinT REQUIRED INSPECTION SCHEDULE. p SpEaC CATIONS
tear and unusual abuse, or neglect excepted. We agree to repair or
SEE SHEET LI- I FOR CITY SCHEDULE. replace- an defects in material or workmanship which may develop Burin '
2. Fittings and couplings shall be threaded P'VC Schedule 80 conforming N. REMOTE CONTROL VALVES G. Brass pipe and fittings shall be assembled using Teflon dope; applied p y p y p g
to ASTM D-24G4; or slip-fitting, tapered socket; solvent-weld type. PVC to the male threads only. the period of one ( I ) year from date of acceptance and also to repair or
Schedule 40 conforming to ASTM D-24GG or PVC Schedule 80 1 . Remote control valves shall be solenoid activated. of the type, S. BACKFILLING replace any damage resulting from the repairing or replacing of such
conforming to ASTM D-24G7. manufacturer and size as indicated in the Irrigation Legend on the 7. Galvanized pipe threads shall be cut with clean, sharp dies, conforming defects at no additional cost to the Owner. We shall make such repairs or
drawin s, or a roved equal. Contractor shall install remote control to American Standards Association Specification. Male e threads shall replacements within a reasonable time after receipt of written' notice from
g pp q p pp I . Backfill material shall be free from large clods, stones; and other the Owner. We authorize the Owner to proceed to have said repairs or
3. Solvent cement and primer for rigid PVC solvent-weld pipe and fittings valves as indicated in the details on the drawings and in accordance with be coated with a non-toxic; non-hardening, non-corrosive joint compound. objectionable materials. exceeding three inches (3") in diameter. p p
shall be of commercial ualit IAPMO approved, conformin to ASTM replacements made at our expense and we will pay the costs and charges
quality, pp g manufacturers recommendations. therefore u on demand. '
D-25G4. 2. Trenches located under areas where paving or concrete will be p ""'
5 H a i r' vc� TrSr'roTca c ITi�e r c*a� rift-�E-e�l e et den f cci rl ", b�iz�l �l re�z"*� '
�Li-� installed shall be backfilled with a six inch (G ) layer of sand below the pipe PROJECT: A
',,„�h a •L �Ua�'a Diu and three inches (3") above the pipe: and compacted in accordance with
the requirements of detail B TRENCHING Sheet LI-2.
LOCATION:
e oav
Sigred:
PROJECT Ni
Contractor
Address: LAST ISSUE BATEe 10/28 04
$Yi GQ CP91CTr C T
CHARLES
TROWBRIDGE
AND ASSOCIATES FILE`
• 1599 SUPERIOR AVENUE
SUITE B-5 SHEET
PPOA COSTA MESA, CA.92627
3 PH (949)548-3663 FAX(949)646-7278 C�
LANDSCAPE ARCHITECTURE LIC. #2242 LS
/
10-18-05
GENERAL PLANTING D. AMENDMENTS D. SOILS SUITABILITY REPORT I U N I y
A I T C C T S
A. GENERAL I . Nitrogen stabilized organic amendment shall and or processed
1. BACKFILL F E L
wood product derived from wood of red ar, treated with a °80 ounds per acre in summer. 1 20 ounds per acre
I . Contractor shall provide all labor, materials and equipment for the p p p p A. THE LANDSCAPE CONTRACTOR SHALL BE LICENSED AND POSSESS ALL .•ass > a.vt «c Ave :Tc
non-toxic agent to absorb water qu content, based on dry *. fAaTA AMA Mi• CA 91707
installation of plant material as indicated on the drawm s and as ecified I . Backfill shall be as specified in the project agric I suitability report; In turf areas where soil is prepared with Gro-Power P 400 LEGAL DOCUMENTATION OF THE STATE, COUNTY AND LOCAL o � . e
herein. A g p weight, shall be 0.5% for red o for fir and cedar. Iron machine-mixed and approved by the Owner pr poration in pounds/acre. T c X i 1 , • s • i a i a
content. based on dry 0. 1 %. Pine sawdust is not GOVERNMENTS. r A x > > + • a • e •
acceptable. planting pits. B. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH THE LOCAL
2. Contractor shall coordinate planting with other site improvements. 4. Seed mixture shall be as indicate CONDITIONS AND SUCCESSFUL STANDARD PRACTICES APPLICABLE TO STAMP
Unless otherwise specified, structural improvements shall be installed prior 2. If a agricultural sutob l t available, the following THE SOIL TYPE OR TYPES WITHIN THE PROJECT BOUNDARIES. ALL
to planting operations. 2. Wh on
tractor shall furnish the Owner with a delivery amendments or approv e incorporated: 5. Water shall be fresh, f excess chlorine and salts. OPERATIONS AND MATERIALS SHALL BE SUBJECT TO LOCAL, STATE \,riDSCAP
rec ficate of Compliance stating that the material substantially G parts by volu O AND FEDERAL LAWS AND REGULATIONS. 4,� '(�pw
meet specifications. � �• y
3. Contractor shall be responsible for locating and staking existing sewer. 4 parts b gen stabilized organic amendment G. Fiber shall ee mulch of wood cellulose containing no I . THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR eL�'
water and utility lines above or below grade that might be damaged as a 17 L mix Gro-Power Plus germinat iting factors. Fiber shall contain a harmless, ANALYTICAL SOILS SAMPLING. TESTING AND REMEDIAL n
E. TOPSOIL -J v
result of planting operations. Contractor shall assume sole responsibility I of mix Iron sulfate to e. RECOMMENDATIONS.
for any cost incurred due to damage and for replacement of Topsoil shall consist of natrual soil, and shall contain an amount of 10 L per CY of mix Agricultural gypsum (a) LANDSCAPE CONTRACTOR SHALL SUPPLY AGRICULTURAL SUITABILITY
aforementioned utilities. SOIL ANALYSIS, REPORT AND RECOMMENDATIONS TO OWNER AND TO
organic matter normal to the area. It shall be reasonably free from weeds, TALLATION �> �Q
g�
refuse.. roots. heavy or stiff clay, stones larger than one inch (I ") in LANDSCAPE ARCHITECT PRIOR TO ANY LANDSCAPE WORK. ( SEE 1
OF
4. All work on the irrigation system, including hydrostatic, coverage.. and J. INSTALLATION LANDSCAPE SPECIFICATIONS). CAS
operational tests, and the backfilling and compaction of trenches shall be diameter.. sticks. brush, litter and other deleterious substances. Topsoil 1 . Mixing shall be performed in a tank. with abuilt-in continuo station
may b (b) SAMPLES SHALL BE TAKEN IN THE FIELD BY A QUALIFIED SOILS PR
performed prior to planting operations. e obtained from the site if approved by the Owner. I . Stake plant locations and secure approval from the Owner before and re-circulation system, of sufficient system
ematmg capacit e a TECHNICIAN OR OTHER APPROVED INDIVIDUAL. a.ECT �
homogeneous slurry and a discharge system which ry to
2. When required, imported topsoil shall be subject to inspection and excavating pits. Excavated pits shall be as indicated in the details on the the designated areas at a continuous and uni (c) ANALYTICAL SOILS TESTING SHALL BE PERFORMED BY AN APPROVED
5. Samples of fertilizers, so l conditioners. seed, or other materials shall testing at the source of supply prior to delivery to the project. drawings. SOILS LAB. TESTS SHALL INCLUDE A FERTILITY ANALYSIS WITH WRITTEN
be submitted to Owner forty-eight (45) hours prior to incorporation in the 2. The slurry preparation shall to ojcot site and shall RECOMMENDATIONS PERTAINING TO NATIVE SOIL, IMPORTED TOPSOIL
work. 2. Containers shall be opened and removed such that the rootball is not begin by adding water to th ngine is at halt throttle. AND BACKFILL MIX.
F. MATERIAL DELIVERY AND INSPECTION Injured. When the water level eight of the agitator shaft, good (d) THE CONTRACTOR SHALL BE RESPONSIBLE FOP, REMEDIAL
G. An agricultural suitability and fertility analysis soils report shall take recirculation sha and at this time the seed shall be added. AMENDMENTS AND FERTILIZERS IN QUANTITY AND QUALITY INCLUDING
precedence over these specifications. I . Plant material shall be delivered with legible identification labels, 3. Water all planting areas thoroughly before during and y
after installation Fertilizatic ea followed b the wood cellulose fiber, when INCORPORATION TECHNIQUES AS SPECIFIED IN REPORT.
of plant materials. Do not plant into dry holes. Additional backfill shall be
handled and stored adequately to maintain a healthy condition, protecting the t -Third (1/3) filled with water Spraying shall (e) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING THE
B. PLANT MATERIAL QUALITY them from drying out, windburn or any other injury. added to fill voids are caused by soil settlement. iately when the tank is full. RECOMMENDATIONS PRIOR TO PLANTING. COUNTRY
(f) IN THE CASE THAT INCONSISTENCIES SHOULD EXIST BETWEEN CLUB
y
K. TREE STAKING ontractor shall spray deli nated areas with the slur in a swee in LANDSCAPE PLANS, LANDSCAPE SPECIFICATIONS AND/OR SOILS L
1 . Plant material, shall be in accordance with the State Department of 2. Inspection of plant materials required by City, County, State or p y g � p g CENTER
Federal authorities shall be the res onsiblit of the Contractor. When motion, in an arched stream, until a uniform coat is achieved an e REPORT AND ITS ENSUING RECOMMENDATION, THE LANDSCAPE
Agricultures regulations for nursery inspections, rules and grading. All p Y Trees shall be staked at time of planting as indicated in the details on material is spread at the required rate per acre. ARCHITECT SHALL BE NOTIFIED PRIOR TO ANY FURTHER SOIL
plants shall be of No. I Grade and have a normal habit of growth. and shall requested.. Contractor shall furnish copies of such permits or certificates the drawm
be sound, healthy, vigorous and free of insectto Owner. gs. PREPARATION WORK.
infestations. plant diseases, N�prtthhwe$t CQQrner of
sun scalds, fresh bark abrasions or other ob ectionable dish urements. All 4. A slurry mixture which has not been applie ours after C. DRAINAGE SHALL BE PROVIDED FOR PROPER AERATION OF THE ROOT WaS 1w ton 1t. and
J g L. GUARANTEE mixin shall be re ected and re laced at ex ense. Counr Club Dr.
plants shall have a normal, well-developed branch system and vigorous and G. SOIL PREPARATION (TURF AND GROUND COVER AREAS) 9 J p p ZONE OF ALL PLANTS AT THEIR MATURITY. THE CONTRACTOR SHALL Palwl Desert, CA
fibrous root system which is not root bound and is free of kinked or I . Contractor shall uarantee plant material throw h on (I ) full year after PROVIDE EXPERTISE TO INSURE PROPER DRAINAGE FAR ALL PLANTS
rdlin roots. PLANT SHALL BE TRUE TO NAME. I . Fertilizin and conditionin materials shall be as cClf1c6 in the project g p g y 5. Slopes shall be hydrnse atement operations and PRIOR TO PLANTING. Developed Bye
g g 9 g p p J the date of acceptance of the work. use
agricultural suitability report. planting of trees ands 1400 Fountainhead
St.,SSte. 135
(a) METHODS MAY INCLUDE. BUT ARE NOT LIMITED TO RIPPING AND/OR Newport Bench, CA 92660
2. Nursery growth stock shall be selected from high quality, well-shaped 2. Replacement plant material shall be of the some species, variety, * size DRILLING THROUGH IMPERVIOUS STRATA. OTHER METHODS OF
stock, grown under climatic conditions similar to those in the project 2. If an agrcultural suitability repo ailable, the following as originally planted and shall be guaranteed for one ( 1 ) full year from the G. Costs or replacement of bare, sparse or damaged STANDARD PRACTICE UTILIZED WITHIN THE LOCAL AREA ARE SUBJECT
locale. Minimum acceptable size of plants as indicated in the drawings amendments, or approved e e mechanically spread and uniformly date of re-planting. areas risibility of the Contractor. TO APPROVAL.
shall correspond with that normally expected for the species and variety cultivated into the up p (G") per 1 ,000 square feet of soil by
of commercially available nursery stock. suitable equipmen at approximately right angles in at least two 3. Cost incurred due to replacement of dead or d m plant material shall E. TREES
(2) directio p y g p - STALLATION MAINTENANCE PERIOD
be the responsibility of the Contractor. 1 . Trees planted as part of the Contract shall not be pruned or headed
3. Where applicable, caliper shall be the diameter of the trunk . See A. GENERAL back.
County Agricultural Commisioners office nursery inspection section for PLANTING - SODDED TURF
information related to this subject. 3. Resulting soil shall be clean, in a friable condition and suitable for
punting. A. GENERAL 1 . Contractor shall provide all labor, materials and equipment to perform 2. Staking of trees shall be e checkd frequently for damage, and to
4. Oversize plants may be used if not root bound, but shall not increase work during the Post-Installation Maintenance Period, as specified herein, prevent chaffing or girdling. Costs incurred due to damage or
the Contract price. This section is supplemental to the General Planting 5e e including but not limited to-, adequate watering of plant material, replacing replacement due to improper staking materials shall be the responsibility
applicable, planting shall be in accordance with cc unsuitable plant material .and controlling weeds, rodents and other pests. of the Contractor.
5. Common names conform to customary nursery usage. Scientific names
H. WEED ABATEMENT OPERATIONS 2. Contractor shall maintain the project on a continuous basis from the 3. At If inch (1
may be used from Sunset Western Gardens most recent addition or B. PLANT MATERIAL QUALITY first day after planting is completed, until acceptance of the work. 1/2°) in
equivelant .
1 . The irrigation system and finish grade shall be completed prior to MENOMENEEM
G. Types and sizes of plant materials shall be as indicated on the weed abatement operations. I . Sod shall be grown fir pagative material, free from 3. Costs incurred due to damage or replacement during Post-Installation 4. Dead or dying trees shall be mmediately replaced at the Contractor's
drawings. Quantities shown are a guide only; Contractor shall verify weeds diseases, an be in accordance with the Maintenance Period shall be the responsibility of the Contractor. expense with material of the same species and size and guaranteed as
quantities by plan check. 2. Application method of all herbs her related chemicals shall be standards for cry inspection of the applicable State of described in these specifications.
as recommended by monufac e recommended and applied by a the pro 4. Unless stipulated otherwise by the Owner, the Post-Installation
0
7. The Owner reserves the right to refuse car reject any unsuitable plant California state license and bonded Pest Control Advisor Maintenance Period shall consist of a minimum of ninety (90 consecutive 5. Contractor shall exercise reventwe measures when use'
material. Unsuitable plants shall be removed from the project site and (P.C.A.). pp e machine cut at a uniform thickness of five-ei hths of an calendar) Jays from the date of installation acceptance. "weed e or
Pest Co at
(P.C.O.) and Pest Control Applicator.
g Y p
re laced at the Contractor's expense. Re lacement ants shall be the within the li of each. Remove weeds from site after the period (excluding top growth and thatch). Individual pieces shall be cut replac sponsibility
p p A p des na safe b manufacturers instructions. t e supplier's standard width and length with an allowable deviation of 5. Post-Installatlon Maintenance Period may be extended by the Owner if of the Contractor.
some species, variety, size and conditions as specified, g y two percent (2%). Broken rolls or uneven ends will not be acceptable. the project is improperly maintained, appreciable replacement is required,
8. Prurnng of plant materials shall not be cane prior to delivery. After 3. Additional applications as determine raate by a California state or other corrective work becomes necessary as determined by the
planting, pruning shall be limited to the minimum necessary to remove 3. Sod shall be harvested, delivered and installed within a four Landsca e Architect.
tensed, insured and bonded Pest visor (P.C.A.) or Pest p
njured twigs and branches, dead wood. Control Operator (P.C.O.). rs instructions shall supercede all (24) hour period. B. EXECUTION
other instructions. CO SIDE COUNTY AGRICULTURAL F. SLOPES
4. Contractor shall furnish the Owner wit and a
9. Plant material is subject to substitution based upon availability. COMMISSIONER - ESTICIDE USE CONTROL OFFICER I . All areas including, but not limited to, turf, ground cover, and concrete
REGARDING IONS PERTAINING TO PESTICIDE OR HERBICIDE Certificate of Compliance stating th stantially meets the flatwork, shall be kept clean and free of weeds, litter and debris. I . Prior to acceptance of the project and maintenance pe 'sod, slopes
Substituted material shall be approved in advance by the Owner. The City s ecifications. p
of Palm Desert shall be informed in writing of any change to the approved USE. STOR D APPLICATION. p shall b rous
► plan prior to installation. C. INSTALLATION 2. Subsurface drains and catch basin grates shall be kept clean of leaves. growt rse or
4. Contractor shall apply spray the air currents are still; litter and debris to ensure unimpeded passage of water. Drain lines shall damaged areas shall be the responsibility of the Contracto,.
preventing drifting onto adjoinm and preventing any toxic I . Pre e weed abatement operations In accordance be periodically flushed with clear water to avoid build-up of silt and debris.
C. FERTILIZERS exposure to persons whet ey are in or near the project. wit ing Section. Rake, cultivate, float and roll until areas 2. S ratio as
are m a smooth and uniform condition. 3. Before weeds exceed two inches (2") in height, they sha led specifi
I . Fertilizers shall comply with applicable requirements of the State 5. Weeds and be disposed of off-site. and disposed of off-site. Noxious and semi-noxious w e
Agricultural Code and shall be packaged, first grade, commercial quality County Agricultural Comrnisionors office) shall be left in 3. Ifth
2. finish grade for turf areas shall be one inch ( I ) below the finish Gro-P ��T five (45)
products identified as to source, type of material, weight and place for seven (7) calendar days. Areas s in unwatered
manufacturer's guaranteed analysis. Fertilizers shall not contain toxic G. A California state licensed, insured and bonded Pest Control Advisor surface of walks, curbs, or related horoscope. calendar a s. a a ra c recommen e "Vowl
{P.C.A.) shall specify timing, quantities and all specifications for all for a minimum of forty-eight (48) how all be removed Y
ingredients in quantities harmful to human, animal. or plant life. When seven (7) calendar days after a osed of off-site.
requested, Contractor shall furnish the Owner with Certificate, of herbicides.. pesticides or any other applicable material useage, storage 3. Prior to sodding, soil shall be moist to a minimum de inch
G. PALM TREES SHEET TITLE,
Compliance stating that the material substantially meets the specifications. and application. (1 ) 4. If the Owner not or of failure to control weeds as
s ecified here shall kill all weeds within ten (1 0) calendar 1 . Maintenance shall include, but not limited to, spraying t' control or
2. Commercial fertilizer shall be a pelleted, beaded, or granular product 7. All applications shall be performed by a California state licensed. 4. Prior to installation, area to be sod sulfate of ammonia p
insured and bonded Q.A.0 or Q.A.L. and shall be m accordance with the at the rate of one {1 ) pound per days of he Post-Installation Maintenance Period will be preve Aerator 3PECIFICATION3
having the chemical analysis specified herein and shall be free-flowing ex t ay after the ten (1 0) calendar days until such weeds (P.C. observation
material delivered m original unopened containers. Use of material which current written recommendations of the P.C.A.. hav of so l moisture sensing devices (where applicable), and pa m tree pruning.
5. Sod shall be Iola a tjoint in a staggered running
becomes caked or otherwise damaged shall not be permitted. bond" pattern. '
5. Contractor shall be re5pon51121e for eliminating ro ons, 2. Pruning shall be done with sterilized reciprocal saws (not chain saws) ' r
3. Organic base fertilizer shall be comprised of decomposed animal, fish G. od shall be rolled with a 200-pound water-filled diagnosis and treatments shall be performed b licensed to prevent transmission of disease causing agents from tr e to tree. Saw
and vegetable matter with humic acids and a bacterial stimulant. Pest Control Operator (P.C.O.) . Applica rmed by a blades rond by
manufactured as Gro-Power by Southern California Organic Fertilizer Co.. California state licensed Pest Conti ) and /or a Pest immer Id bleach
Glendale, California, or approved equal. od shall be as indicated on the drawings. Control Applicator (P.C.A.). E e in possession of a valid and fif y o water or Five menu es. e so ion should be I ��
and current license and nsing perimeters and follow all kept up to strength by the regular addition of more bleach i
PLANTING - HYDROSEEDING laws, rules and re 3. Palm tree sanitation v or and installation uidli the
respon n of a
A. GENERAL C EM current g and
release.
This section is supplemental to the Gener . Where H. INSPECTION + ��
applicable, planting shall be in actor ons therein. I . actor shall operate the irrigation y and shall
properly and completely maintain all ion system.
B. PLANT MATERIAL QUA Upon completion of the Post-Installation Maintenance peridd, Contractor PRMECT HIM 03-390
2. Contractor shall prove water in sufficient quantities shall request an inspection for acceptance of the work performed in LAST ISSUE DATfr 10/28/04
I . Seed shall b 0 re new cropseed. Seed shall be and ad ust water a ensate for seasonal conditions. accordance with the Contract Documents. The request shall be made to
J the Owner, a minimum of seven (7) calendar days prior to the date for Vo GG CHKIb CUT
delivered ed. in separate sealed containers. Each sealed tion.
co e seed suppliers tag indicatinginsec the container weight, 3. Cos repair or replacement of equipment shall be the A 1/12/05 2nd PLAN CK. SBMTL-GG
purity and germination, and certificate of release by a re ontractor. Replacement parts shall be dentical to
ncultural commissioner. t as ndicated on the drawings and specified herein.
2. Contractor shall furnish the Owner with delivery re
Certificate of Compliance stating that the matey goet5 the
specifications.
IVED
3. An agricultural suitability r Add prepared for the specific tl
site shall take precedent materials. If such report is not 9 L:,Q�J
available, the follo e of such a character that when ���
dispersed in all form an absorbent porous mat: CHARLES FILE, B RhsDEPT
acre Fresh water TROWBRIDGE SHEET
s per acre Wood cellulose fiber AND ASSOCIATES
1599 SUPERIOR AVENUE
pounds per acre* Organic stabilizer • SUITE B-5 LS - 3
00 pounds per acre" Gro-Power Plus, or approved equal p COSTA MESA, CA. 92627
L PPOS-1 V PH (949)PE ARCHITECTURE
FAX RE L . 2278
42 -
LANDSCAPE ARCHITECTURE LIC. #2242
10/18/2005
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