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O BENCHMARK: P.D. #118 Er�G��EER REVISIONS CITY LANDSCAPE ARCH SEAL CITY OF PALM DESERT PLAN CHECKED BY:
��`V(j' E��vA-r�o►v: 2is.o, �r � A U • NGVD29 MARK eY pATE APPR. oa,rE . �ANOS�qA C U M M I N G S C U R L E Y ANo R S S 0 C I A T E S, I N C �EPARTMENT oF P�guc woRKs *T � . CITY OF PALM DESERT
� . � V � . � � � � Q'�O Gu r I� �'9�Q L A N D S C A P E A R �C H 1 T- E C T 5 . � . ��y-�,r_� � . . 1 . . .
D LOGATION: 3J5'� UCS&GS BRONZE DISC IN CONCRETE MONUMENT � y'�`` �� y tio °ti 3633 LoN� BEncH Bo LEVARD THIRD FLO APPROVED BY: ����r '� , � . `�� , SHEET '
� WELI LOCATED IN THE SOIJTHEAST CORNER OF CONCRETE BRIDGE �� 0� . ��m U , OR �r��-� :' .`���";�,_,� IRRIGATION
ON HWY 1 1 1 'OVER PALM WALLEY STORMWATER CHANNEL. AT THE �. o m oA LONG BEACH, CALIFORNIA 90�307 CIVIL � y-���., �, , ,� � �LAN
DIAL TWO WORKING EAST END OF CONCRETE STEM WALL, FLUSH WITH TOP OF WALL " TEL. 562.424.8I82 �"" ° " ��a:, OF
BEFORE ( oAYs BEFORE ' ; PARCELS 1 AND 5 OF PA�RCEL MAP 24794
CA 3583 AZ 30I00 NV 578 CLARB 3I9 - � r � �uCc�� 5
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YOU DIG , ,� YOU DIG , . 4 ., :� �°" n��_
� BASIS OF BEARINGS: THE CENTERLINE OF STATE HIGHWAY 111
�
i� � „� � CI�TY ENGINEER DATE � $ TOYS R US PALM DES�RT
� � PREPARED UNDER THE DIRECT SUPERVISION OF: TRAFFIC
- - 7-2600 SHOWN BEING N 31'06'53" W PER PARCEL MAP N0. 24794 AS
TOL� FREE 1 800 22 �4�,_ R:C:E. 64819, EXP. 6/30/2011 � � ". CITY FILE NUMBER
PER MAP ON FILE IN BOOMC 161, PAGES 5 THROUGH 7 OF PARCEL S °��" P_
'' LOCATED IN A PORTION OF THE SOUTH HALF OF SECTION 19, TSS, R6E, SBBM
A PUBUC �ERVICE gY MAPS, RECORDS OF RIVERSIDE COUNTY. rqrF Foa�` DATL: � . �,
UNDERGROUND SERVICE ALERT
oF �^�+ GREGORY R. COOKE, R.C.E. N0. 39478 EXP. 12/31/11 REVIEWED AND RECOMMENDED BY: DATE LANDSCAPE
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TREES C E BOTANICAL NAME COMMON NAM
� � E CONT CAL PLANT FACTOR QTY
_ , � �
PAR Parkinsonia(Cerc�dium)Hybrid`AZT AZ'T Thomless Palo erde 24" Box Multi Low 2
, Low Branching Multi Only. No raised
�, canopies acxepted.
I' ��I
��� � � . --- _.._ SHRUBS CODE BOTANICAL NAME COMMON NAME CONT PLANT FACTOR QTY
. , � ��"�U�i
;� �
- • = DAS Dasylirion wheeleri Grey Desert Spoon 5 gal Low 4
' %�,i���`� Low
' � LAN Lantana montevidensis'Purple' Trailing Lantana 5 gal Low 13
' , � LEU Leucophyllum frutescens'White Cloud' White Cloud Texas R nger 5 gal Low 4
� �
� Low
_ ___ _. .._.. .. REFERENCE NOTES SCHEDULE
_...... _ , ......_ __
.
,.�-1
_ ............_
' ', SYMBOL DESCRIPTION QTY
', � � � � 'I 2
: , '�i � Decomposed Granite 3/8"Minus fines Stablilized 2" to match existing 2,133 sf
� material
,: _ °. _ ___ .... ......- ---- ____ � _ _ _ _.... _
_..... 'i- ..._. __
, - �', ❑2 Existing landscape to remain. R8R Decomposed Granite and irrigation
, � I
�� I ��
' � �� _
__.......... _ _ ......_ � _......_. _......... .. _... .... _.... _........................... ,
� .S �
� s..:
��, 10' 0' 10' 20;�� �` � °;� �� 3� � � ��_____--------. .... _ _ _ _ _ .:� i
. ...
,
,
_ _ _ ��� ,
" � � GRAPHIC SCA��E: 1 "=1 0' I ,
i � ' 'I
, i �ry � i � �
. , �� �
W��.,_,
y BENCHMARK: P.D. #118 -NGINEER CITY LANDSCAPE ARCH SEAL C TY OF PALN DESER PLA\ CHECK=D BY:
�� p �E��s�oNs C U M M I N G S C U R L E Y ANo A S S 0 C I A T E S I N C �EPARTMENT oF PUBLIC woRKs � CITY OF PALM DESERT
D ELEVATION: 218.01 FT DATUM: NGVD29 MARK BY DA-E APPR. DATE LpNDSCqp �
L A N D 5 C A P E A R C H 1 T E C T 5
� ��
��° c°��'ye�c APPROVED BY: SHEET
LOCATION: 3.75" UCS&GS BRONZE DISC IN CONCRETE MONUMENT � 5'� �• No y� 3G33 LONG BEACH BOULEVARD, THIRD FLOOR ' PLANTING PLAN
� WELL LOCATED IN THE SOUTHEAST CORNER OF CONCRETE BRIDGE o 0` • ,� �'� `
ON HWY 1 1 1 OVER PALM VALLEY STORMWATER CHANNEL, AT THE 4'� a �o� LONG BEACH, CALIFORNIA 90807 CIVIL OF
DIAL rwo woRK�Nc � '� TE�. 562.424.8182 � PARCELS 1 AND 5 OF ARCEL MAP 24794
///�, EAST END OF CONCRETE STEM WALL, FLUSH WITH TOP OF WALL 5
BEFORE �� �, DAYS BEFORE --� CA 3583 a,z soioo NV 578 CLARB 319 g0 CHEN DATE I SHEETS
YOU DIG ;����� y YOU DIG gASIS OF BEARINGS: THE CENTERLINE OF STATE HIGHWAY 111 � �� , * CITY ENGINEER TRAFFIC \ �, TOYS R US PAL.M DESERT
SHOWN BEING N 31'06'53'" W PER PARCEL MAP N0. 24794 AS � PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. 64819, EXP. 6/30/2011 CITY FILE NUMBER
TOLL FREE e ` 1-800-227-2600 1z�'— * �,..;:� ''F �� LOCATED IN A PORTION OF THE SOUTH HALF OF SECTION 19, TSS, R6E, SBBM
PER MAP ON FILE IN BOOK 161, PAGES 5 THROUGH 7 OF PARCEL
A PUBL C ���ViCE BY MAPS, RECORDS OF RIVERSIDE COUNTY. sr,rF OF CpL�F�`P DATE: • •
UNDERGROUND SERVICE ALERT ' GREGORY R. COOKE, R.C.E. N0. 39478 EXP. 12/31/11 REVIEWED AND RECOMMENDED BY: DATE LANDSCAPE
�
f
_ _ � � __ ,
LEGEND ' IRRIGATION NOTES GENERAL PLANTWG NOTES
O7 FINISH GRADE '�� '.
0z srnra��Ro vn�vE eox wrrN coverc: 1. DRIP CONTROL ZONE KIT see srnK�Nc T�e o�rn�� ', •pLqNT ROOT CROWN OF TREEFLUSH 1. Installer shall be res onsible for makin himself familiar with all under round utilities,pipes and structures. Installer shall take sole res nsi ili for an cost
GREEN IN TURF,TAN IN D.G.. RAW (REFER TO LEGEND) WRH FINISH GRADE. �. P 9 9 PD tY Y
� BIRD VB-SiD OR EouA� '�, � VERIFICATION: � incurred due to damage of said utilities.
" �wnrEaaixooF coNNEcrioN: 2. BACKBONE LATERAL - PVC SCHEDULE 40 SPREAD *ST ECESSARY FIOR F RM suP oRr. The s stem is based on a static 60 s i and 12 m.availabie at the dischar e outlet of the meter or other oint of connection. The
O VALVE ID TAG 3. MANUAL FLUSH VALVE. y p• •• 9•P• 9 p
0 SO-INCH UNEAR IENGTH OF WIRE. 4. DRIP LATERAL - CLASS 31 S PVC 2'DIA LODGEPOLE PINE , COfitfBCtOf SI78II V@��/tI1@ S8fY18 8t tF18 8W8fd Of tF1e COfltfdCt. TF19 COf1tf8CtOf SI18II fiOtlfi/tF1@ LBnf�SC8P2 ArCFllt@Ct immediatety if the 2.Installer shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade d'rfferences exist that may not have
. coi�Eo STAKES x 12'LONG;PLACE
O PRESSURE REGULA7ING FlLTER: STAKE ON WINDWARD SIDE; �1 . ���. '�, data is significantly different and would adversely affect the operation of the system. Such notice shall be in writing and shall oCcur been known during design.
IN I%CZ R075RPRF7KI7)��INCLUDED ^ DO NOT ALLOW STAKE TO \� �,. '��. within 5 days of contract award for projects anticlpated to take two weeks or longer or 72 hours prior to commencement.
O7 PVC SCH 40 FEAl4LE ADAPTOR � PENETRATE ROOTBALL ��� ��, 3.If1St8II9�SF18II I18V8 SOIIS t8St8C�b a ualified a ronom laborato Materials and mixin of soil amendments,fertilizers,and back fill for �a tin Rs shall be in �
Y 4 9 Y rY� 9 P 9 P
�uTEw,�P'°E ' ' accordance with recommendations of the soils agronomy report with Composted Green Waste as the backfill.
9 REMOTE CONTROL VAWE: ', � SCHEMATIC:
O TOP OF ROOT�ROWN
. r��N e�Ro �vF-o�s(iNc�uoeo w A T F I N I S H E D G R A D E T h e s s t e m f e a t u r e s a r e s h o w n s c h e m a ti c a i l f o r r a h i c c l a ri i n s t a l l a l l i m a n d v a l v e s i n c o m m o n tr e n c h e s t h e m i n i m u m�c o v e r 4.All plant material shall be approved prior to installation.
XCZ-WS-PRF NIT� 3 � Y Y 9 P � t Y�� P P 9 �
,o �S�H 40 TEE OR ELL TD MANIFOLD 4 x TREE ROOTBALL noted in the legend is required for the upper most line)where feasible and inside planting areas. Valves and main lines shall be located
11 3-INCH MINIMUM DEPTH OF 3/4-INCH X
_ WASHED GRAVEL x x x rennPowuxv �. in planter areas. � 5.Final location of all plant material shall be subject to the approval of the Construction Manager.
� �` 1 2 3 4 5 6 � WATERINGBASIN 3CARIFY31DL8
" x OF PLANTINC PIT
� 4 4 4 FINISH GRADE . CODES: 6.See details for staking method and plant pit dimensions.
��j��\ /����� � -Ii�IfI �, The irrigation system and all other mechanical,elecMcal,and structural systems shall be installed in accordance with all federal,state,
\�� i�% x -ITI� � I-1I I-I��_ �m 7.If conflicts arise between size of areas and plans,Installer to contact Construction Manager for resolution. Failure to make such conflicts kn to the
'�IT_I-1I � �-IIG �* ' and local codes and manufacture specfications recommendations and requirements. Notify the Landscape Architect immediately in Construction Mana er will result in Installer's liabili to relocate the materials.
I I -I I I- -� X ', 9 tY
9 � g PREPARED NATIVE SITE SOIL Ti I �1-1 I f-�- _- 'i writing prior to signing a contract with the owner of any conflicts. Conflicts noted after signing or after the commencement of work shall
FOR DESERT PLANTS I � =I I I-I I I-I I ,-
i o SPECIFIED PLANTING MIX I I-1I I�' ' be the sole responsibility of the contractor. 8.All ground covers to be held back 4"from edge of new shrubs typical and 2"ftom back of curbs or edge of walks.
FOR ALL OTHERS WATER 6 3 X BALL DIA. !
�� TAMP TO REMOVE AIR POCKET3. ',
PUDDLE AND SETTIE AFfER ; HEAD ALLOWANCE: 9.Ground covers shall be triangularly spaced.
0 0 °o$ �°odJ o sEn�Nc TREE 'i The contractor is required to provide the owner with a complete project. He/she shall install any additional heads,noale chang�s, �
ENLARGED DETAIL UNDISTURBED EARTH I 10.Trees shall be located minimum 4 from walls,overhead,walks,headers and other trees within the project,unless othervvise shown.
valves,irrigation lines,wire,etc.as necessary to accommodate any necessary fleld changes. The contractor shall make all nee�ded
X changes as directed by the Landscape Architect and provide the owner with a complete project at no additional cost to the owner. 11.Separate all ground cover and shrub areas from lawn areas with headers as per the installation details.
1 XCZ-075-PRF ZON E KIT ,�,o,�„� ` 8 TREE PLANTI NG DETAI L �oT�o�E 12.In all cases"Root Bound"trees will not be accepted.
X 2 CHECK VALVES:
a•MIN.CLEARANCE n Install check valves at the base of any heads that display low end drainage. These shall be induded in the contractors price and shall 13.No trees are to be planted within or above site stortn drein pipes,swales or retenfion basins.
�U___ X � be added as directed by the Landscape Architect and provide the owner with a complete project with no additional cost to the owner.
� �\ i� , ,
��/j�/j� \��� PA�� 14.The Contractor shall be responsible for obtaining soils testing and soil amendment recommendations. be completed and test results and a endment
�, 24PAV NG TM �/j��/j; ��� - '�. ',. SLEEVING: recommendations submitted to the Owners Representative a minimum of fifteen(15)days before commencement of any planting. .
� �\//�\� ° o //`� D1T� o-- z The contractor shali be responsible tor providing adequately sized sleeving for all irrigation pipes,landscape lighfiing and other
� PERCOLATION TEST
�\�j/\�j��\�j� 5 o i , components. The drawings are intended to be used as a guide oniy. S�eeves shall be clearly marked during construction and shall , ,
��/ //\/ SLEEVES 2 ° �3 occur under all paved areas and shall extend 1'minimum beyond all paving.Sleeves must be 2x the diameter of pipe running through it. The landsca instailer shall di as test areas four 4 lant its of 24'box size,or la er,at four 4 loc�tions minimum within the ob site. Pi are to be filled
TEMPORARY WATER BASIN � ^`� P�M CROWN OF R TBALL � 9� � � �P P � � � �
o-- 3 4,� � ,� ,,� o FLUSH WITH FINISH GRADE with water. The results of this test shall be reported to the Landscape Architect and owner 48 hours after initiating. Test pits shall be in actual rocation of trees as �
�c����^�> 18'MIN. � DRIP AREA ' w�"' � � DECOMPOSED GRANITE GUARANTEE: shown on the plan. Failure to carry out this test shall make the landscape installer liable for any and all trees that die due to poor water percolation beyond the
LEg , �,,,, The contractor shall guarantee the irrigation system and all its components for the period of one year after final acceptance by the agreed guarantee period.
�NOTEDS OTHERWISE •o
sa• N.To 0 0°� Landscape Architect. The contractor shall be responsible for all materials and labor associated with the guarantee,including but not ppTION 1
FINISH GRADE LEGEND limited to the loss of plant material or damage to structures due to the failure of the irrigation system.
� Should the water drain out of the test pits at a normal rate indicating good percolation then tree detail"A"and shrub plantlng detail"A"shall be tilized.
PAVING 1. SCH 40 PVC LATERAL IINE FROM ELECTRIC CONTROL VALVE :L-I II I I �( III-II I-III-
/ � � 2. CLASS 315 PVC (SEE LEGEND FOR SIZES) PREPARED NATNE SITE ��I I I I I- \ I I I-I I 1=1 I�-� ' ELECTRICAL SERVICE:
��� • � �� 3. COMPRESSION TEE FITfING - SIZE AS REQUIRED. Sd�FOR DESERT PLANT3 I I-I I I I I-I I I- OPTION Z
�\�/�\ / / / / / / /� 4. DRIP EMITfER ASSEMBLY (SEE DETAILS) sPeciFieo PuwnNc Muc - I I(-1 I I�I I I�I I I I I!� AII exposed 110V wires shall be placed in rigid metal conduit and hard wired directly to 110V service. AII exposed low voltage vwire for In the event any amount of water is left standing in the test pit(per the above procedure)24 hours after initiating the percolatlon test then the v rtical mulching
�\/���\�i\�j��\//�\��\��\\�j\\ 18 MIN. FOR ALL OTHERS WATER ,, I I I I I I !I i I'�.. I I I ,.,.., .
5. MANUAL FLUSH VALVE (SEE DETAILS) details for tree detail°B"and shrub detail°B°ShB��A I to all trees and shrubs re
/�,./�,/� Z�M,�, aTnnnProReMoveaR - I„ I I I-I I I ;I'= I I irrigation and lighting shall also be placed in rigid metal conduit. ppy gardless o size. These details shall supersede all other planting details.
6. DISTANCE TO SHRUB/GC CENTER aocKeTsnT aorroM oF I I I-i I I-1 '! However,the tree staking requirements of tree planting detail"A"shall remain intact in eithe
7. SHRUB AS PER PLANTING PLAN PR UNDISTURBED EARTH I
�c��i�> ' MAINLINE SIZING: Maintenance shall be perthe City of Palm DeserPs Landscape Maintenance Guide
NOTE:WHENEVER POSSIBLE PLACE EMITfER UPHILL 3X DIA OF ROOTBALL M81f1I111B SI18II b8 SIZBC�8S fOIIOWS,based on maximum GPM demand:
. NOTES: FROM PLANT MATERIAL OR CONTAINER 0-10 GPM: 1"Schedule 40 PVC Pipe The Contraetor shall contaqct the City of Palm Desert for a final landscape inspection at the completion of the landscape installation. The proJ will not be
1. ALL PVC IRRIGATION SLEEVES TO BE SCH.40 PIPE. i
2. ALLJOINTSTOBESOLVENTWELDEDANDWATERTIGHT. PLACE EMITfERS AS SPECIFIED BY �' 'IO-'IS GPM: �-�I4"Schedule 40 PVC Pipe approved until the city of Palm Desert has inspected thejob and signed off. �
3. WHERE THERE IS MORE THAN ONE SLEEVE, IRRIGATION LEGEND �
. EMEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINBH GRADE II 'I$-ZF)GPM: �-�/Z"Schedule 40 PVC Pipe
4. MECHANICALLYTAMPT095%PROCTOR.
' 26�0 GPM:2"Class 315 PVC Pipe
2 SLEEVING 5 TYPICAL DRIP LAYOUT SYSTEM NOTT09GLE 9 SHRUB PLANTING DETAIL "A" �T,o� 40-60 GPM:2 1/2"Class 315 PVC Pipe
Nar ro sr.LLe
60-95 GPM:3"Class 315 PVC Pipe
SECTION VIEW
MAINLINE, MAINLINE u+�ru� WIRING IN SOII Te3t3 fOf SOII M8�89eRle�t
LATERAL,AND PIPE PIPE CONDUIT '""� U I1�e r ro u n d S e ry i c e A I e rt
WIRWG IN THE ����,;:�� ��,���,w� � g 1. The Contractor shall be responsible for obtaining soils testing and soil amendment rec�mmendations. Soils testing shall
s�""E TRE"c" be completed and test results and amendment recommendations submitted to the Owner's Representative a minimum of
� � � ; gEF ORE yo� fifteen(15)days before commencement of any planting.
°� �/ �/ �° �/ C�t�� �'-e���`� • � o SECTION 4216 4217 OF THE GOVERNMENT
\ N� \/ N \/ \/ N � ..3:.A �f���. . P� O /
� � /// �j// � /// F , • ���:�� . , c, � CODE REQUIRES A DIG ALERT IDENTIFICATION 2. The testing laboratory shall be Soil and Plant Laboratory,Post Office Box 11744,412 South Lyon Street,Santa Ana,
., ,�}} \ �\ � �\��, ��\ �\ � � �.:r�r €'t,t,�rt.�c . , NUMBER BE ISSUED BEFORE A PERMIT TO Califomia 92711-1744,Telephone: (714)558-5333,or approved equal as approved by the Owners Representative.
\ \\��/� /� ��� / ���.Z�:. '� ����'�L'W" , , �i , EXCAVATE WILL BE VALID (Referto Section 02810)
. ' ' �,
' ' ' FOR YOUR DIG ALERT I.D. NU MBER CALL 3. The testin laborato for soils anal sis shall use the followin criteria for soil testin USDA A rlcultural Suitabili Test
PLAN VIEW • � .�, �: ,, E.....��� A��:�t:nt. V 9 rY Y 9 9� 9 b
WIRE W/OCONDUR � x ��'� '�'� �� ��-� UNDERGROUND SERVICE ALERT r Handbook 60,to include Boron resence and content;and Univers' of Califomia Soil Fertili Test.
� (�s� �s rat'€;°.3) ,T�} � m � � PB P Kv �Y
. . � �'�,t'�.� � �
� �,f , .,;_`_�;.'�� :flr� �-X���,��- TOLL FREE 1-800-642-2444 4. Interpretations,fertilization and soil amendment recommendations,and comments regarding these tests are required.
�7� • :�`����.�E ��� . .
` `���K �'�'a�'��-� ����•�� � .�-3j"" • " 5. Soils test sites shall occur not more than 250 feet on center in the lantin areas,unless othervvise noted on lans.
t"�����") � -ra~"=�-.,r"`�(�"" . P
TWO WORKING DAYS BEFORE YOU DIG 9 P
', . • 1�--= ' • -- ----- - - -----
:. � • ' • . __--___- -
�f'
/Tie a za iNc►�i.00P n� (�C��Ar����tj�4�~ ���:�'.�'� - ,- ' 6 interpretat�on la d Pecomme dations prioro plaecemen t blend ng o back-fis nil�s testing laboratory for analysis,
RUN WIRING BEHIEATH ALL 30LVENT WELD L ALL WIRING AT CHANGE3 , ��^�. i=� ff� "t��)i , ' i r I I
AND BESIDE MPJNLINE. PLASTIC PIPING TO OF DIRECTION OF 30' . ���!'��*�'���� � •
TAPE AND BUNDLE AT BE SNAKED IN OR GREATER.UNTIE ` , ' ' • • , ••
10 FOOT INTERVALS. TRENCH AS SHOWN AFfER ALL CONNECTIONS • . . • ' �
I ' HAVE BEEN MADE. � �I •
I � NETAFIM TECHLINE FLUSHING VALVE I
' Underground Service Alert I
1roS EEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC TWICE7FIL'DIAME7ER dR �`• a-� �- � ` I�
�. . ,
T EFORE y �
THE PIPE OR WIRE BUNDLE WITHIN. -�' s "�'� ,"��` "= '�x �" � M D E S E R "'"'*�artti^*��y,. . ._, 0 �
CI OF PAL � � , � � o a { SECTIiSN �21�/4217 OF THE GOVERNMENT
� :;,.,, , �
2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. � � � � � � �' i ���5^� �--,z„� . �
" « � , c,P � CODE REQUIRES A DIG ALERT IDENTIFICATION I I j ; j
NUMBER BE ISSUED BEFORE A PERMIT TO I '
� 3 PIPE & WIRE TRENCHING Nmro� 6 SUB-SURFACE DRIPLINE FLUSH POINT `"� ` � , . Lands�ape Inspection Schedule for � �� EXCAVATE WILL BE VAUD
Renovated Landscape and Custom Homes � ' I � FOR YOUR DIG ALERT I.D. NUMBER CALL
, ■ i t , UNDERGROUND SERVICE ALERT
� i ��
� �o.iusrne�e Fu��ci� ' TOLL FREE 1-800-642-2444
�I BUBBLER:RPJN BIRD 1400 9E7tIE3 �. � � �� - � � .
TWO WORKING DAYS BEFORE YOU DIG
, O1 SINGLE-OUTLEf 10-32 THREADED MLEf X . '.... .
, 1 BARB OUTLET EMIITER: � � � � �
'� - RAIN BIRD XERI-BUG 1032 EMfTTER � li �
�� • O2 TOP OF MULCH � ,� �- �. Plant Material I! .
O3 FINISH GRADE 7'Marz I � � � � . � �
bF D.
FlM3H t�lfAbEI1C7� Q
z 4O POLYF�IX RISER AND ADAPTER ASSEMBLY: � �, I � . I � � � . . . �
3 RAIN BIRD PFR-FRA W RIIDIATION RESISTANT '
--��...�-� �� OS PVC SCH 40 TEE OR ELL 121NCH PVC SCH 80 NIPPLE . �. Condi�ion .. �
'��` O6 PVC LATERAL PIPE (I.ENGTHASREQUIRED) . � �
,, 4 PVC SCH 10 STREET ELL �. Type
PVCSCHSONIPPLE c. Placement
(LENGTH AS REQUIRED) - _ � '�,
5 PVC SCFI 40 STREET ELL -_ . _
_ 6 II
�PV'C SCF110 TEE OR ELL Z. I I7 OI�a�a I1I C� '
NOTE . . �'� . � � � . �. �I
� 1. RAIN BIRD XERI-BUG 10-32 THREADED WLET % BARB OUTLEf EMITTERS ARE AVAILABLE . � �'� � 'i
IN THE FOLLOWING MODELS: a. DeL'Omp�s'ed �ran�tQ ''�� � . . � I� .
XB-O5PC-1032 0.5 GPH XB-10PC-1032 1.0 GPH XB-20PC-1032 2.0 GPH �u��P�PE ��',, , . � � ',.,.
b. Boulders i
c. Cobbte � E �
, , .
4 POLYFLIXRISERI��ffOPVCEMITTERON ��� 7 BUBBLER �orrox�
3. Final �
I `
` a. Irrigation I
➢ Valves boxes, an� wirin
, 9
➢ Controller operation and site specific yearly irrigation _ '
schedule '
➢ Sprinkler, bubble� and/or drip emitter type, flow rate, and i '
quantity per plant '
➢ 4verall operation '
b. Tree staking '
c. Overall '
, I Please c�1�'7�'0-"I''"1`��� ft� l�t�1�l�� �It1��t 24 hours in advance. ,
.. ''... K_. .
� BENCHMARK: P.D. #118 -N'� '�-tK CITY ', LANDSCAPE ARCH SEAL CITY OF PAL_N DESER PLAV CHECKED BY:
��( _ p „ REv�s�oNs CUMMINGS CURLEYAN� ASSOCIAT ES, INC �EPARTMENT oF PUBLIC WORKS � CITYOF PALM DESERT
' D �� � ELEVATION: 218.01 F�T DATUM: NGVD29 MARK B DA`E APPR. DiATE LAIJD3Cqp
\V I f�� F L A N � 5 C A P E A R C H 1 T E C T 5
`� LOCATION: 3.75�� UCS&GS BRONZE DISC IN CONCRETE MONUMENT � ���P � Gur ley N''Rpy, 3633 LONG BEACH BOULEVARD,THIRD FLOOR APPROVED BY: �� '�w�` - ` SHEET 3
WELL LOCATED IN THE SOiUTHEAST CORNER OF CONCRETE BRIDGE �,°.�`� ��,'��� LONG BEACH, CALIFORNIA 90807 CIVIL �fi LANDSCAPE DETAILS AND NOTES
ON HWY 111 OVER PALM VALLEY STORMWATER CHANNEL, AT THE � o � -� OF
DIAL � TWO WORKING EAST END OF CONCREfE 'STEM WALL, FLUSH WITH TOP OF WALL. , � � TE�. 5s2.424.8 i 82 PARCELS 1 AND 5 OF �ARCEL MAP 24794 5
BEFORE IIP (((� � DAYS BEFORE � CA 3583 ,s,z 3o i oo NV 57B CLARB 319 g0 CHEN oATE TOYS R US PAILM DESERT SHEETS
YOU DIG ,� � YOU DIG gASIS OF BEARINGS: THE CENTERLINE OF STATE HIGHWAY 111 * �,� * CITY ENGINEER TRAFFIC '� , ,�, ��
� , ~f PREPARED UNDER THE DIRECT SUPERVISION OF: �* �� CITY FILE NUMBER
TOLL FREE 1-800-227-2600 SHOWN BEING N 31'O6'53i' W PER PARCEL MAP N0. 24794 AS t2_31n R.C.E. 64819, EXP. 6/30/2Q11 L CATED IN A PORTION OF THE SOUTH HAL OF SECTION 19, TSS, R6E, SBBM
PER MAP ON FILE IN BOQK 161, PAGES 5 THROUGH 7 OF PARCEL @�
A PUBL � ���V�CE BY MAPS, RECORDS OF RIVERSIDE COUNTY. ' srqrF oF �A``F���P DATE: ` , �
UNDERGROUND SERVICE ALERT GREGORY R. COOKE, R.C.E. N0. 39478 EXP. 12/31 11 REVIEWED AND RECOMMEND�D BY: DATE LANDSCAPE
� , . _ _ I _ ' --
� SEC710N 028'10 . '.� .
EPRMIaER IRRKiATION SYE7EM ����, '. .
PART 1 OENERAI �... .', ..._ .. _ , . . .
1.1 RELATED DOCUMENTS 2.9 CON'1TtOLLERS 'I ����� 312 FIELD OUALITY C�NTROL 1.7 GUARANTEE
A d'Awin9s end 9�MN Drov�ebna Of IM Con4fd.Indudln0 Olneiel and Supplementary Condlllaro end ONhIOn 1�ypn SecibrM.applylD thb SlctlOn- A Con6ollers aheM be at Ils�ed on 1M Drawhps. '�.. . �li D�meatlms Niall be Ilbd wIM IAe Owner a hb
A.AdJustnent of the Systen� A.The gue�antee forthe Irtlpatlon�ystem ahell be made In acca�dance wllh the atlaehed fam.the Genersl Condltloro and SupplemenEsry Condltlons oTtheae 3
� '�. ', repreaentetNe pAor to aooepfanoe of the IMgatbn ayatem.
1.2 SUMMARV 8.Provideendimtetleutometie'mlpetloncontrollerinapproxlmetebcetlonshownonDrewirgs. 120V.A'.C.pwuerendoonduHEoaAsWepleMlnpa�ee�sahornonebcMmlde�Nngs. 1, The Contractor shall flush and ad,fust all sprinkler hends for optlnun perfornance and to prevent overspray onto watks,
. roadwnys, and buildings as nuch as possible. B. A copy of the pu�rantee Tortn ahell be Ineluded in the operatbm and mnf�rtmence menusl.
" A TAb3edlonM�dude�sleeNrpardepinlderinigstbnsystem. C.Flndebctrkelhook-upshallbethe�esponaiblRyaflhekrlgetbntwnhacEor. � 2. If It Is deternlned thnt ad,Justnents In the Irrlgntlon equlpnent wlll provlde proper nnd nore adequnte covernge, the .
.� I ''�, Contrnctor shall nnke such ad,Justnents prlor to planting. AdJustnents nay also Indude changes In nozzle sizes nnd C.Thepue�anteelormshelberetypedoMotheConhactorbbtterheedenOwMsinMeidlowYqinforrrotlon:
c B. Melntenanos raquhamanta are spedlled In Seclbn 02890 Lendxepe and YAgetbn MnlMeneroa. 2.4 REMOTE CON7ROL VALVES �� ��.. degrees of arc ¢s requlred,
. ��, ��� 3. All sprinkler heads shnll be set perpendiculnr to finished grades unless otherwlse designated on the Drawings.
, GUARANTEE FOR IRRIGATON SY3TEM
1.$ DUALITV ABSURANCE AND REQUIREMENTS A RemoOe con6Dl vaNse shall be a�no0ed on irtl9etbn uheduN.Sizes d remo0e corNol veNea eh�l be'as IMed on the DrevMge. ��.
� ���, B.Testing of Irrigntlon Systen We heraby puereMee Met Ure IMgetbn syatem vre heve Nmished end irroteleA Is fiae fiom defecfa in meteAels end xmrWnerohip,�end Ihewark hea heen mrtipletetl in exordencewlU�the Drewhqa erM
A Pomils and Fees:TM Contrxtor ahMl obfaln end pay for any end all peimlta end dl IrropxUms es�equlred. 2.5 COPITROL WIRE . ���., Speellleatlons,orcllnary weer end tear and unusual abuse,or rroglect excepte�i.We agroe b repelr a�eplaee airy defede In meberlal a workme�rehlp whldi may davebp duing the peifod oT one(1)yeer fiom
�� �. 1. The Contractor shnll request the presence of the Landscape Architect In wrlting at least 3 business days In ndvance of date of axaptance and aleo to repelr or ropleee airy damage maultlng from the rcpeltlnp or repladng of such defeela ffi no addPoonel coetco the Ownar.We shall make aueh�epalra or mplacemerHs wMhin a
� B.MenufeclureYSDlrectbns:MenufncturorsAiroctla�senAAMefleddrawingsahellbefdlowedlnelltnseswhe�eMsi���q�sefalkkeusedlntliisCp�heetMishdhectldu A ConhdwlrcehdlbelndNiduelcoppervrireewMhULappiovalfadiecthulalingmund,minimumsim'#11-1(notnnAE-atrar�.CommonpmrtMwhdahallhevewhlteMwlatlngJeekek testing. � re�sonabletlme,asdeterminedbytheOwner,aflerrecelptoTwMtennotice.IntheeveMofourfalluretomakesuchrepeMaorreplacemerkawlThlnare�onabletlmeefterrecelptofwrlttennoUxhomtheOwnr,
cove�l �rat ahoxm in the Drewl and S eetlons. COMid whe shell hevs inaulad adcet of color other than white;s ere wiies shall be bw,a an a peCka or apqoved. 2. Tmt ell pressure Iinea under hydroqetic preseure d 160 poun0�per aqueie InM,eM prove wetertlpM br 7!�-har wtlh mmtlmum 6 p61 kss. we authorize the Owner to repa' p pe pay tlre costs and charges theiafare upon demand.
� �g pp �py p� �g j p yei pproved.SpNoes shatl he meda wiUi 3M p3576 9cMchlok aeel
pmceed in have said �rs or re IacemeMs ma at our ex nse and we wlll
3. Susfein pressum in Ilnes for not leas llian hvo houn. If baks Aevebp,roplece joi�end rep�t test untll enGre system is proven weMrtlpht .
C.Ordinenoes end Repuhtlorre:A1 locel,munbipef arM state laws,tulea,anA reguletlans poveming or�etetlrp Eo nry pppion d ll�b wurk a�e Iweby Ir�oieEeA MEo end mede e pst d 2.8 80J(ES FOR AUTOMATIC COMROL VALVES . , 4. AII hyd�osfatic teab ahall be mede only In the presenee of iM Lendetape/Uthttett. No plpe shall be baekfllled untll It hffi been�evkweA,tesled and xcep6ed In wifllnp. PRQIECT: �
� tl�eee Specllleatbna,and tlrelr qvNelona ahall ba eartled ou[by t�e ConVactor.Anylhlnp eoMalned In tt�ene Spedry�yp�shall iwt be conahued to eoMlid wMh airy dthe ebova Mas '�� 5. Fumlah neeassery tace pump and all other teat equlpmeM. LOCATION:
, aM rogulatiorro or roquiremenb of the aame. However,when theae Spedfieations end Drewinpa call for or desaibe materieh,workme�hip a conshuctlon of a better 9ualMy,Mgher A Boxas kr remoEe control velvea shall be Carson Madsl 1419 plestfc valvs bo:,a appmved.Rwids elctamlons es iequhed to Ilueh bmc wllh tIM�g��ds. 6. When the lendscape sPrinkler aystem is completed.perform a coverage test In ths peaence d ths La�Wsape Nchilect to detemikis M the waM wrenps for plentiny a�eee N -
Btanderd,or la�ger aize ttien is requiretl by the above rules and regulatlona,ihe provislo�oF tlieee SpeeiReetione a�d D�ewirga shell fnke pre�edenoe. complete and adequate. Fumish all materiab and perform all work required to correct any inadequacies of coverage due to deviatlorro fiom plans,or whe�e tlie system has been SIGNED:
'' 2.7 SPRINIdER HEADS �, ���. wilHully insfslled as indicated on ihe Drawinge when it is obvbusly inedequale.without bringing this to tlie atlention of tlie Landaeepe Arehiteet.This last shaB be aaomplished ��g�
' ' before eny pround cover is plerrtetl. ADORESS:
D �e���s proGpXatlon wNh dlameEer(a�e�us)of BMow,preewro,end Alacheigs es eho�Mi a 7. Upon complation of eech phese o}work,eMYe system she�bs Meted and adJusted to meM al0e requ6emaMa
A A1 sprinldsr hsetls ahMl bs of�zs,tYPe and dNiver ths sams raM of speeilled. �
1. Dus lo ths ecele of Drawinge.k k rqt poeelbb to indketa el olfeah,flltlngs.eleeves.e0e.,whkh mey 6s raquY�y.�ry�y Unresyga6s IM etr�rel end fi�Wrd odWltloru eRecMnp .
dl wak end p�n work eaordingly,Nmiahing such fittings,ete.,ea mey be required to rneet aueh caMidoire.Grewirga ers generelry diagrammeEc end indieative of the woAc lo Ee B.P�ovlde sqry heedn wMh e aaew etlJus4nent. ��. 3.13 MAINTENANCE DATE OF ACCEPTANCE:
� irutalled.The work shall be installed in such a manner as to avold corfiicls bahvaen iMgalion systems,DleMing•u6'Nties and a�chitecWral(eaWres. A.The entlie sprinlder I ai ehall be urMer full autometic for a d 7 d
2. AII wak called far on the Drawings by notes or defails shall be Nmiahed and insfalled whether ar not specifically mentioned'm tha Speaficationa. C.FebriceM iiser units M ecoordence wllh de1nM shown. �� "�, �tl 8Y°�°^� oP�� P�� �P��B�Y PM��q•
3. Do not w�lHuly inefa�l the irtigation systam as ehown on the Drawings when i[ia obvaus in lhe freld that unknowr�opsWctions,grede diRe�ences or dbciepancles In aies dmsrqbns ��� �� � PART 2 PRODUCTS .
exlat lliat mlgM nM heve been eonsldered In engineering.Such obaWdions ar dlRa'ences ahould be brougM fn tha ettentlm ol the Lends�pe ArchllecL In the eveM Ws notll�etlon D.Rbx NDpbs ta a1 aqinldar head�shall be the eame alm as tl�e Aeer openirp In tlro ap�inlder body. �. � B. The Lendecepa Aichttect or Ownera Repreaenfetfve reeervea ths ripM to waive a shaten IM opeiatlon perlod•
ll
ie not pertortned,the Contredar shell esaume full resporreibility far any revision necessery. �. '�. . 2.1 MATERVILS
E. A1 aplMder hesds d the eame type�Ire1 be of the seme menufaCluer. '.. . 3.14 CLEAN-UP
1.4 ACTION SUBMITTALS ��.. I. 0.General: Use only new maMAah d Mands and lypea�on Drewings aiM spedlled he�Nn.
2.B BAq(FLOW PREVENTION UNRS ��.. I A Cberwp as eech portbn d wak prog�es�ee.Remove rsNee and ezoess dM hom the sl0s.Sweep aw�ash al wdb and P��9•��Y demnge watelned b the work of otl�en to
A Mete�lai LM �' 'i �gl�l�d�M. B.PVC P�esf�rte Maln Llne Plpe and FRtlngt
A Becklbw p�eventlon unMs alrel be M 9he alze aM type ehown.hntall beckllow preverNbn unlle In ecca�d wMh k�lgetlon cons4uctlon defaAa,wtlh poeM�ve diek�ege and mom far aervkhp. 3.15 PUNCH LI3T REVIEW PRIOR TO ACCEPTANCE 1. Prcseurc meln Ilne plplip ahaA 6e PVC Sched�Ae 40.
1. Fuminh the artldea,equipmeM,makAYs,or pio�esees nof apedfled by name in the DrBwings and SpedfleetloM.No aubstltWau w�6e Yowsd wltl�out prbr w�IRen acoepmrke �
. by the Landxepe M'dJdtect B.Wye stralnen e!beeldlow prsysMbn iMb ahsll heve a 125-Ib(57*p)}lanped east iron 6ody wiM 100 mesh ec+een. � A,The ConUgelor shall operale eacA syatem In Itn entl 2. Pipe ahell be mede from an NSF approvad Type I,C,�gOe I.PVC compound oonfortning tp ASTM ieeln epedllCellOn D1784.M plpe must meet iequYemenU p eet fath in Federel Spedllcatlon PS-22-7f1,wM
2. Complete meterlel Ilat shel bs aubmltted pbr to psKmning e�ry warlc. Melerlel Ilet s�all Indude Uro menufe�.tmer,nqdel rwmbar and dWalptlon oF tll mebrleb end eplpment to bs � �eA'��°��°Pe�hl�t et nm°°�W^ch IM r°v�°w.�^N Mertm de°^�d^°t°°�°P�aa°bN�°�°"�°�b°��° en aPproPrlele a�ntlard dlmenslon ratlo(S.D.R.).(SalveM+veld plpe).
�. 2.Y BALL VALVES '.. the camplete saHsfactlon of the Landacape Nchl[xt or OwnsYs RaproeeMatNe. 9. Pipe shell be meEe Gom NSF ap0�ed Type I,Grede I PVC compountl conforminp to ASTM resin speciNntion 1785.All pipe must meet iequlremeMs ea aet forlh in Fetlarel 3peciRcatlon PS21.70.
3. Equiprnent a maMriMa Ineinled a Nmiahsd without prbr aaeptance of the Lantleceps Archltsct shell bs rs�selya antl rsrnwed fiom ths tlEs at yar s�anss. ' . �' (SoNent-weld pipe).
4. Revlewderryttem,atlamateorauDstlMelndlceteaoMytheliheproduQorproduclsappaientlymeetiherequk�ofpieDrewlrpeandSpedAeatlomonihe6aebofths A BeIlva1ws21ne1bsandamelNrahell100psV27.6BarNon-31nckColtlWakingPregaurebroaabMvMrowHhThrsaded-StendardPart-BlowaR•P�mafSts�n-TFESesIs,Nl6coa B. ThsCOMractorahellshowsvkbncetothsLanAacapsAreMteelorOvmeYaRepreaentatNelhatlheOwnxMare�eNedMae�aafea,eherts,�saaddawings,arMeqWpmen[ffi 4. PVCsoNent-weltlflltinpsahellbe3chedule40,7-2,11-INSFepqovedoonbrmirgtoA3TMtestp�oeetlureD2468. .
IrAwmetlon or eamples eubmiped. epproveA. . iequired befom fln�revlew een xc�r. 5. 3oNent�meM enC primer 1or PVC solveM-weld pipe e�M filtinpa shell be of type antl insfellation mathads piaecrlhed by t�e manufechrter.
5. Manufaclurer's wairentles shall nM relbve you d your IlabilLLy under the puerarRes.SuCh wertentlss Miell oMy Wpq9rnen(the guBranMe. ��. P P8 �9
6. All PVC i must baer the Tdlowl marklnps:
2.70 DRAIN ROCK '�. C.No rovlaw wlll commsna NAThout aa-bulR Arawings.In tM e�nt tM Conhecl�alb for an rovlew wltl�oiE t�rrent up to EeDe asbuilt davAnge,wtlhaR aanP��B P��Y^�
B. Racord and A�BuAt D�ewir� � �� Irtlgetlon correetbns,or without prepering the syMem for revlsw,M eheN be rosponsibls for rslmbuning the ArcMtect or Ownera RepeserMative at the rate of 2-1@ tlmes the mm�el e. MenufectureYn irema
A lhihaW��oelc.70096 pesehg a 1-12aneh(38-mm)aquera sbve and 0 pe�eenl paeeirg a 3/4-ineh(T9mm)abva. '�.. dfice houAy rate per hour Portel tn portel(plus tre�reportaWn eoeb)for ttie inconvenience.No further n;views will be echeduled until thia charye has baen pad. b. Naninal pipe sim . -
1. Provlde eM keep up to dete a compbta'se-0ultt'rxad aet d iepiodudbb prirtls whkh ehall 6e caiai.�0ed defly�end alqw eva�y Urrps fiom fie arlpinal DrawYps erd . � ��.. a Schedule or deas .
Spadllcetlons entl the axect"aslwql'bceUona,elzea antl klMs of equlpmeM.PrIMs for thls Purpoae mey be ab'�Ined fian the Nehltect at cost ThY aet d drewkgs ehet De Icepl 2.11 PROTECTNE SLEEVES WRH LOCKIN6 CAPS . '.. 8.18 EXTENDED MAINTE W WCE � d. Pressure�atlrg In P.S.L � . .
on t�e site and shell 6e uaed ony as e�ecord set � . e. NSF(Netlonel Santtetbn FaurMetlm)approvM
2. These d�awings ahall also serve aa work progresa eheeb.Make neat end bgi6b anrqtatioro Ihereon deMy u tFb Wph p�ppesds,eFqwtq the wqk se acp�y i�staled. A Two-Ineh(50anm)dlemelx deas 200 PVC.N�qth��equlred.Caps,Rein&rd i183100.Endoee all dr9in v9lvee in poMctive sbevee wIM loddrg cApa. A.In addRbn to ths mehrtenarke rsquhed uMll Mal axepte�n.provlds IMgetlon rt�IMsnance 1ar a per!x M ons yaer eMr aubslaMW Canplatlon psr Spadlkatlon SecUm 02980 f. Dele W extrusbn
3. These dewings shell6e eveMeble al all tlmae for ievbw an elEe. � . . Landxape eM Irtipation MeiMenance.
4. Batora Me data of Mal ravbw,the CaNrsetor s�ell tranefx all Mforrtietlon hom Ihe arDullt prlyds to a reqodelqb p�,p��ryom ths LxMarape ArcMtect at ood.M wak andl 2.12 SLEEVES FOR PIPIN6 UNDER PAVINO . '�.. 7. AII Mtlrgs ahMl Dear the menufacW�a irome or tademerk,mehAel deslgnetlon,dze,applkade I.P.3.xheAule aM N3F�eel d app�wN.
be neaf,In Ink,and nbJeet to Ms appoval of ths Lardaeaps A,ehlMct- �.
� 5. Dlmensim from Mro permnnerrt polMa of relerence,building Cort�s.sidswslk a raad IMenedbns,ek.,tlro bea4tlon olttia fdlowing kemc A PVC Sehedub 40.s�ee as noMd.depM q raquttl/or piprp. ,.. �I END OF SECTION 02E10 C.PVC Non-Pressure Leteral Line Plqng and SkaNrg: ��.
e. Conneetbn lo ezhtlng water Mies. B.ExtenA pIWnB 12 inehes(300 mm)I�rto plerMer,Wae enes.ne menc s��ade wro,neq m�. I, '�. .� . �. Noo-P�e�re wr�ea re�nne qvirre snen oe wc scnea,b eo wnn aon�,e�vaw�onne. . , �. .
b. Connection W exisSng ebe4ieel power. I � 2. Pipe aheU be mede fiom NSF epp�oved.Type I.GreEe II.PVC compouM confamirg b ASTM�esin specflketlon D1784.M qpe muat meet�eqWremeMs ad kM In Fedelel SperMcetlon P322-70 wRh en .
a Gete vaNes. 2.19 MISCELLANEOUS INSTALLAiION AAATERIALS �'�,, (7Tis pape InEeMbnelly LMt Bhnl� , ePP�P���Md dimenabn ratb(S.D.R).
e. Rarting or spnnaer pressure nrree(elmenawn ma�amum 70o reet(3o m)abng mwrq). ' . �M
� e. Sprinkler eontrd velvea. A 3alrent cement antl prlme�s for advent weld JdMa shaA be ot rtmke aM type epp�ovetl by menu�ecWrbr(s)M dPe end 11tlir�gs.CemeM sheA ba mai ned at poper oansls�w.Y . D.Connectlona helwaen mein flnee aM mnhd vaNes ahell be d 3ehedi�e BO PVC(IhieetleA boM ands)�Ippbs end fitlnps. �
, i. Routing d control wirinp. ��q�x�. .
y. Quick coupling vaHes end Arain vahroe. .
E. IU PV pipe used on!he site ahalt 6e ttie sema me .
h. Other related equlpmarrt as dkectetl by 1M LanCecape Amhl�e�i. 2.14 MISCELLANEOUS E�UIPMENT:PmvMe e�equqmenl ceAed Tor the by Diewlnps. ..
�.. F. Wipper Tublrp wXh Pressure Compensetlng EmllMrs:Tubing slrell be oT noml�l slied 1ft-Ineh(12 mm)bw denslly,Wtre-vldet-ieslstent.Ilneer poyeUrybne Liidrp wtlh M[emd p�eseuuio-aomperoeHnp,
EECTON 04977 aelfcbening,IMeg�nl driPPeis et e apeafied irdervel.
8. Dellver the conee[ed end eomplMed es-0ultt ieqoAucible drewirga b Mro lendemPs Arddled fiYh'(30)deys Delb�s Ee dMe dlhrl isolwr.DdvrY dAs iapoAr�ls AiewMiP PART 3 EXECUTION �' . .
wll not relieve tha Contractor of tha iesporreibility W fumishing�equketl Informetion thet mey be omtt6etl fiom Cx prinCt. ��,. DRIP-TYPE IRRKiATION 3YS7lM G.Ineert Berbatl Flttirps:AII Inaert beibed ifttinga ahel be consWcted ol moMetl,ullre-vlolet-rosis(eM,Plentic.Eech Mtlnp eheA heve a minimun W two ridpes or Dma per outle[M Mtlnps ehell be d one
C.Controller Cherts: 3.7 INSPECTION �'i . msnuFecluar end sheA be evellable In one of llie Mllowlnp end conflpuratloris:
PART7 GENERAL
7. As-0uitt�eG�duabb drewings ahell be revbwed Dy the Le�MacaPe lVchite�t M1Me conholbr eAwb ere p�epe�atl. A Slle Cadltloie . �'�i � 1. Derbed I�ert Mlin� .
2. Provitle one con6oller ehert(or eech conhdler suppliatl. 1.1 REUTED DOCUMENTS � 2. mele pipa thraeds(MP'T)wlth berbed troeR fiCpgs a .
8. Tha cheA ehell show tha erea coimdled by the aulomatle contrWler erM ahelt be Ma mmdmwn a�whki�ths coh6ollerdoor w11t ellow. 1. M acded dlms�abm ars approdmeOs.Cheek enA vMly d du tllmenNaia and roceM Landecebe Archttecfs a OvmeYs Reprsser�tiv�b applwal prbrto pracaednp wryh wak � 3. femeb pipa threads(FP'T)wNh berbed inxrt fittings.
4. The cheA Is to ba e raduced drewing ot the epproved as-buM drawinpe. In tha eveiK llie controller sequence la hot bpEb wh�the tlrewlrp k radkeA,N andl bs enlarged to e s� uWer mia�tlon. A Drewln and ne�d qoNebna of the Conhad,IMudrq Cieneral and SupplemeMary Condtlora aM DlWdon 7 Spedlkatlon 9ectlons,apply to tl1s Seetloi� �
that will bo roedable. 2. Exercise euhems ears in e:eavatlng end wrorkinp nev s�datlng uiRNes.Contrac�or shell he rssponsids fa deme�gee to WINba,whkh ers eeussd by hb aperatlons a negbet.Cheek 9° 9° 2.2 �UICK COUPLER VALVES �
S. The chert ahell be e�eprodudCle pIM entl e ElrteroM cabr sAall be ueed to ind�ate the a�ea d co�e�age for aech sfatlm. edatirp ullllly Mawinge for exlstlrg WRy bcetlons. � 1.2 SUMMARY
8. VYhen compbted end approved,the chert aheA be hem�eticeAy aeebd behveen hw pieces oi pleatle,minimun 8�I. 9. Coortlinate inatalletlon oT sprinkler irtigatlon mete�iale,inCludig qpe.eo theie ahe�l be no IMeAerenee wMh utlAtlea or other Con�udbn w dll(�Al'y in p�Mirq treea,aMbe.erW A.Qubic coupbr velvm ahell be ae Ilatsd on the D�ewinps. .
7. These eherta a�all be complated antl approveA by the Lendecepe Archileft prlor to Mel ravlew dtha Irtipetlon ay�a(em. �^d�°r. ... ,1 TNs 3edbn indudes sbevl aM hripatlon system. �
8. Controller eherts ahall be attaehed to the inaide suifeCe of iha cortesponding conholer endosure piior to flnal rewiew. 4. CareMly chsck all grodsa b�tlefy hlmaelf that M rtrey aefsly poceed befae sWtlng work on ths Ilandecape aprinkler syalem. �� � 2.8 CON'fROLLER3
5. CaordlrreM Installetlon o1 sleeves wMh otMrtradea �
D.Ope�atbn arM Mek�tenenca Manuelt � 8. Indude e ane•ysar d extended mel�emm�ce.F�cMndsd mehHenenee iequlrameMs a�e apxMed in Divlsbn 2 Secibn LnAa�ape arM IrMgetlon MekiOane�xd. A.Controlle�s aheA be m Iisted on the Drewinps.
' 92 PREPARATION . '�. 1.3 QUALITY ASSURANCE AND REQUIREMENTS
t. Poepere and deRve�to tha lendacape A�ehHxt wMhln ten(10)cale�Mer deys prbr to completlon of constnwilon„e caver b6Mxwlh Mree rYps cordalnlnp Vie idbwYp Inknnetlon: �� B.Pmvide and InstaA autometic irtipetlon eontrdla in aPP�irtiate bcetlon sham on Drauvinps. 120 V.AC.powe�and aondult to oulaMe qerHing eree ee shoxm on ebctrlcd drewirqe.
~P"Y`�L°yOt� ' �Pem�a a�e Fees:oeqai�a�a pay ror arn a�a a�i v«mns am ri�oeveawrro as rearea.
e. IrMex aheet Metlng Contrec�s eddrens end tebPhone numEer,Ikt ot equlprnerd wMh�reme end edd�es bf loml rt�ufecWrera�epr�tives. �,. C.Finel ebctrieal hook-up sheR be Me resOa�slbARy d Me Mlyadom m�traUor.
b. Cetebg entl peKs sheets on every meterlel enA equipment Ins�lled under this Conhad 1. Prlor b kbfalletlon,s0eloe out dl presau�e auppy hbs,mNrp and beetlon d sprYdder heeds. � ��� B.MenufacN�'s Direetbna:Menufacturets Aliecllona and dstaNd drawi
r�ga ahall ba tollowed in M easea wheie the menuleehaers d artlebe ueetl In 1Ns Con6sd Mnba dlracllaa coNrirp po9rds not shown in IM
* e. GuaraMee sfetemeM. 2. Meke m6ar chergas to ca+fam to giwmd condltlons entl rale on es-bultt A�swlrqs. �� Drewings end Spedllcatlons. 2.4 UNE FLUSHING VALVE
d. Complete opeiatlnp arM melMensnce Imhuetlonn an d mnJor equlpmeM. ��,
e. Construction defaile Irom projeet. B.WeMr Supply � ��. � A.The Iina Iluahing valve shel be earo6uetetl of dadc moldatl qantic and ehMl be e normely cloaed hydraulk vaNe.wHeh Ilushes ba�ad on vdumetrle QueMltlss ol water.IMet M�O outlet corMigmntlom ahtl ba d
C.OrtllnBnc88 enC Regulelbns:All bCBI.munklpel erW!hb hwl.MM,a�a rso�buo�oo�r�or reienoo ro.m�coreo�wnes��n�ny i�vo�a m�o e�a�a va�s an,w.su�n�no�,.no pne of ihe tollowln uratlon8:
t Complete trouble-shootlng guide to Cortrmn IrApatlon poblertb• 1. Canneet to tlie vraBx wpply at the app�wUUmaEs pd�R af connecibn as indcalsd on the Drax7nps. . �'. tlielr provlslons shell be cented out by the COMrector.Arrylhlrp contelned In Vrese Speelllcatla�s shell not be conshuetl to coMlic[wIM�erry d Me above Mes and iapuletlons a�eqWremar�b o,{yy��. 9��
p. WiMerization and spring sterl uD P�edurae(if apP��)� '� However,when these Specifications end Drnwings ceA fa or describa meteriels,wakmenahip ar constructlon o(e better quaAly,hipher stenAa�d,or lerger size Men ia requi�ad by Ne ebwe rul�q antl reguletla�s, B. 1/2-Inch 12 mm MPT,or
h. Chert of epproximete weterinp times for sprtng.aummar,arW fel. 2. AdJuat beelbn al no addtimel eost � ',, . Ma Proviaions ot theae 3pacificetlons end Drewinps aheA felce peeadence. � 1
2. In addPoon fo the above-me�rtioned metMenanee manwb,provide the Ownera rtelnEanenee pe�aon�rel wNh kNtnr:tloro for maJa equlprtisnt end elow Mderes In wrlUg b tl» C.Eke4kel Suppy �. ��,, C.Ineert beibed 1Mtlng:The loD of the li1re tlushinp vahre eheM be domeCeheped Oo Nlow wate�-transpor0ed debris lo diaY�eweY fiom are of the elght aMoea In the bp dthe vdve.The veNe�heA W
� �. D.Explenetlon d Uewlrps: non�ervieeable antl capede of automaUcaly opeisGiq durirg InPoal syatem pressure build-up to tliecharge orre g�lon of xater pgr 15 gpm demand at 25 pei ma�num a 4 psi mhdmum.
Lendseape Archkecl at the aoncluabn M tlie D�Me���tt+��Mce hea been rendxed. � ���.
1. EMetrlal wnnactlons far au�omstle conhoMr ahall Ea meds to eke6lcal pdnb d cax�sdlorro m InblcebA an ths Ornwltg�. ��.
E.MeiMenenee Malerlala to bs Fumlehed: 2. ContraeEor is respmabb for minor d�e�es eauned by�4ual aMe oondtiare. ��. 7. Due to the acak M DrexArps.tt k not possibb lo indceM M olhaR.flHirps.alaeves,eEc..whkh mey be�equFed.GaNy lmestlpeM Ihe s6uetual end Mished eonditlons elfedMp sll d hk wak arM plen hb 2.5 REMOTE CONTROL VALVES
. ��, work ecco�dingly,fumishing such filtlipa,etc.,et mey be�equired to meet such mrMiCrons. Drevrings ere penereAy daprammedc end inMrative ol the wak to ba InstsAetl.The wMc sheA be instsAed in wch a �
1. Suppy ae a part M ihle Contrae[,ths folFovAng Eods: 9.3 IXCAVATIN6 AND iRENCHING ���. menner as to avdtl conflicls between hrlga0on ayatems,pentlnp,W Iltles and a�chiteduial f�4nes. A Rertiote conpW velves ahal be as noteA on krigatlon aehedule.3hes d RmoEe con6d vahron aheA De ae Ilstetl on the dawinge.
. ..� 2. All work celled hx on Me Drawings by notea or deteils ahell be fumiahed end irreh�lled whetlbr a nd apecMcally mentldbd In the Spedlleatlons.
A Exuvatlon ahell W In d caess em In a�a to ths I to be leld at Ma ebvetlorro Infended eM to am for ��, 3. Do not wlllTuly Insfell tha IrtigaHon system as ahown on ihe Drawinga when tt Is obvioua In the Oeld that unknown obsWGbns,prade dMeren�es or Ahaependee In a�ee dlmenNaru mdM ih��mlgM not here 2.E CONTROI WIRE
a. Two ade d took raquted Tar ramwlrq.Alsesaembling aM Wf uaHng eseh lyps of sptlnlder end valw aupplMA m Mls p�opef. �° � P P°° �n �°�80° ��' .� been eonsidered in engineering.Such obatruetiorn or dllFerencas ahould be MougM to Me atteMion of the Landseape Arehilaet. In tlie eveM Mia notlficalion ia rrot perfomied,ihe CoMrsGqr shatl asaume full
0. Two sfaol valve keys ior operetlan W gate valvea �' ipsponsibil' tor revision necessa
c. Two keys(a each e�Mrt�atic co�dler. B.Meks 6enchas lar plpNh+ss dssp arnwph b prwMs mhdmum eover han flniah grads an fdows: ', '�Y a^Y �Y� A CaMrol wlie elmll be hMhridiml wpper wkes wkh UL approval Ta Airect buAM In pound�minimum elze N141(not mWtl-etren�.Comrtrm gro�md whe ehell heve white imuletlnp mckek con6ol whe ehall Mvs
d. 7hree qulck coupler keys and metching hoee ewivela tor eech lype d qukk coupMg veNe Inatdled. �'I 7.4 ACTION SUBMITTALS Insulatlnp leeket W eobr other then whlte;apa�e wirea sheA 6e yelbw.Sqleq ahell be metle wMh 3M#3578 S�hlok neel perJo a approvetl.
7. 24 irches minhnum eeover over meln kes Eo conhd veNee antl 4uldc muplinp veNes. ,.
2. The abovameMbned equlprnent shaA be tumed ove�to lhe Owner ffi tlie conduabn of Me pmJect.Before 11rn1 rovbw can oowr.e�rMxqs Met ths Owrw hr�sedYsd neMW 2. 24 Irahes minimum cover over conhd wYes hom canhdler to veNes. '�',, . 27 DISC PILTER
3. 18 inchas minimum cover over laterel Iinas h�eprinlder haeda. I� _ A�����
must be ahown to Me Landacbpe Archltect. 4. NI lines shell heve a minimum ebarance of 6 inches 150 mm)fiom eech oMier end hom Iines d othx tredes.PeisIIM�nea ehel not De Y�slalleA portf.A thiaeded eap on ane eM1 dtl�e body shell he cepeble of perlotlic aervkkp by unspewirp Ma
( �a�y a�nt a aer one A.The tlbe IIRer 6otly ahell be motded W daek plentie wiM meb pipe threada(MP'T)fa Doth tlro IMM anE oWM
1.5 PRODUCT DELNERY,STORAGE AND W WDLING rather.Reinsfall all rejeded piping in aaadence wMh this requ4ertbM. 1. Fumish Me eKkAes,equipment,mebAels,or piooeaaes nof specllletl by�rome In the dewinpa entl 3pedlkxtlons.No substfdAlons wRl be ellaxed wltlqut prbr�emepmiroe Dy tM LerMs�xpe NchlOed. cep{rom the meln fllter boAy.On Me 3t41neh(19 mm)model,a manual ahut-o1f veNe ahall he eo-mdded to the opposing end of 1M�emwade cap as peR of the maln hody.This Aevlce shell be mpeDle of
, 2. Complete meterfal Aat shall be submitted pMr to partormirg arry wak. Meterfel Iist ehel indude the manufecWrer,motlel number antl aeeafption d ap meteAale and equipmeM to be ueed. cbsing ort the Inlet port ao the diae elemeM ean be rcmovetl when the mein Iine is s1AI presauAud.
n A HanAI d PVC pipe end C.Realas wAacea,existlnp undergrouM InstaAatlons,ete..demnged or wl as a resull 01 exeavatbns.to MginM tonditlons im m�nner appioved by 1M'LanAxape Mchitect a Ownera 9. Equlpmant or materlals Instellad or fvmlahed wlthout prbr ecceptance of tha Landscape Archkect ahell he reJecOed arM romoved trom the alte at yarc expanee. .
� � �Pro���e 1. Revlew of any tlem,allemete or substiMe indicatea onty that ihe produet w producta aPParently meet the requirementa of ihe Orawings and Speciflcetione on ihe besis d tlx Mfametlon a eartpks euWnlaeA. B. The 1111er ebments shell be elther dl�'type or a canister saeen flltx.The dlso-type ahell be cdacaded In one d fdr edds dmollng tlltrellon of�,120,140,9M 200 mesh.TM eanlstx-type aaeen shdl 60
1. The ContrecMr la ceutloned lo exe�ebe ess In MnOhp,bedrp,unbeAlnp,arN stdirp PVC qpe eM Mtliqs. 5. Manufecturers wanaMies shall nM relieve the Con4acta M liability under the guaiaMee.Sueh wanantles ahall ony aupplemeM the guereMee. avapable in three levels of filtratbn,80,120,aM 740 meah.
2. AII PVC pipe shall he transportetl in a vehlda whlch ellows the bnyM M Plpe to Ib Ilet ao ee rat to wbf ect M b undus berdiq v m�oentraLed mcEertW Iwtl et ay poYR D.Where MMr WNtlee interkre wIM kripetion trenching eM pipe work,adJust the treneh depih m Inetruc6ed by iM LerMeape ArcM�ect w Owne/s RepFeaenteth�e. B. Record end M-BiA[Orawl �
• 3. My seclbn of plpe Uret has been dented or demeged wlll he discerded,and,If MMelled,aheA be repleced wllh rvew p41np. �' 2b BOXES FOR AUTOMATIC CONTROL VALVES
9.4 BACKFILLING . �
1.8 FIELD QUALRY CONTROL AND SITE VISITB ,, 1. P�wide eM Imep up to dals e complate'es-buIIC�aco�d�et of P�Ms which shell bo caneeMd daily end show ersy dienps hom Me a1glrW D�aMnps end 9pedllcello�u enA ihe el�.t'p-bulR'beetlons� A.Bm[Ea ta romot!control vehils ehell be Ce�son Model 7419 pleatle vaHG box Provld!lnlienabne en �
�u requlred Eo 11ueh bmc wIM 1lnlah grade.
A Backl�l oMy Mler plpirp hes been teeMO.mvbwed eA aM ecoepUd• ��, alzes and kinds of eqWpmaM.Prl�for thla purpoas may Ds obtelned(rom the Arehttect et casl.Thla eet of draoNnge aheA bs kept on the slle end shall6a used ony as a racord ssf.
A Requlretl SMe Vlslts Durlrp Co�on: . . ��, 2. These drawinga ahaA elso serve as work progreas eheeh,end tha CoiMactar shatl meke rroat and Iegible anrotatbns�hereon dely�the work proceeda,aho�Mng ihe work ae nchially MhNbd,7}� p.9 AIRNACUUM RELIEF VALVES
B.BecMN neteAel aheR ba Cie earlh exee�rsted han the herid�es,hee hom�ocl�s,concrob chunks,eM'olher faelpn or coume mdalds.Ce�eT�Ay eelacl bedtlAl V�M Is to De pleoetl nszt drewings ahell be aveilable at eA timae for review onalte. . .
7. Pro-lr�felledon Conierer�ce:ContraclM.IntlOMx.Wideeape NchRecf,Ownefs Repreeeritative.entl dhx pe�q�t peAbe to eltend p�slr�elletlon Confewwa id Mndenpe m�d m 0��PW�m�'�eny aherp obJeda whieh may demage IM pipe.M eoll le roCk laden,hdete 4om pipe wMh miMnum 2 inchea(50 mm)of dean Werae sgnd. 3. Before the date of the final review,transFer all info�medon Gom ihe as�buNt priMs to e roprod�ibb Arawing.qocviad fiom Me LandBeepe Arehited at eoat.AA work ahaA be neat,in ink,and pibjeet�p Mie �,u�Naaum�elle/veNes shatl he constn�cted ot . .
61 9�Y P��wtth en IrKernN sfiAlnp PuPpet wNe tlrot is cepeble dveMlrq eN aveaium b tlie e6raephe�e aiY.The msln Dody shel heve a 12-inch(12 mm)m�k
approval M the Lendscape Architect. plpe thrceE(MPn.
irtigation prior to atartlrg work on sib. C.M pipe under a�plrR pevirg shell ba becklllbtl wIM 4 Inehes(100�n)d deen eend on aA aides d qpa. � 4. Dimension from lwo(2)pertnenent poiMs oi�eferenoe,DuAdnp corrbrs,sldewelk d raed kRersedlons,dc.,tha bcellon af 1M foAowhp Itenm:
� 2 Lendscepe Archttecl will meke three(3)stta visits duArq construclbn to�evlewwtlie Mgatbn syetam d Me followNrp�Capw: I
�. ConMcibn to ezNtln9 wB6x linet. B. Oplrotln0 Preasuro nnge fa the aklvaeuum reller valve ahell he T pd mlMmum Lo 140 pd ma�8fum.
a. Prbr b ppe ewx�p fa maiMine qeeeure teat and Ieterai ievisw D.Plece beeMlll meterlele In 8-Inch(150.mm)layers end oomped by jelUrp or tnmplrp lo e minkiwm oompectlm of 90 penxnt d orlphel edl de�eMy. � �
.4. ... c Aneh I'st and '.._. F. H aetlbmeM xw�Bnabnq UancMe,�ustmeMs in P�vel�sprinlder heeds,eoN aod, �a PeW^B eo the qoper lavel a t�e Pemmnent 9 �n�6�r�6eclar�ee pert of tlie b. Connection to existing ekctr�l power. . 2.10 BACKROW PREVENTION UNITS � .
��� c. Ciero veNes. . � .
.. � � 9. Puneh Liat Revfew:LendaeaDe Art;hMxt ve�meke ans sits vblt b�evlew Ms eortpkled Mork.I.�nd�ups Md�Yetb oWe4i Corbselo/�R�h LhR O�b WNt�d b�ls � d. RouGrp M sprinlder peseme Nnas(dimsnebn mod�rM�n 100 teM(30 m)ebny�oW rp). A.Becldlow Dreventlon uNb shall 6e of Me size e�M type shavn.Insfall backllow P�units In xeaA wRh Mpslbn coretructlon delsl�0.wM poeltive Aeln�e anA room for servidrg. �
1; ��:. ' :,���: .. . I . , wak uMx ihls Cont'eci elrll mek�ell etlJustrrrerRs wtlhaR ex6a coet to the Owner. . s. 3prinitler contrd valves. . . . . . . . ..
� I �a� e. wye suaine�s ec eecknow a�eve�mon u��ts sn■o n�re a�zsro�sr ke>nar�ee ces�ron eoay wm,�oo ma�,�.
� � the visH when the work is complete enough to negata the need for edditlonel vkib. f. RoWng of eontrol wM
. .,.. . .. 9. Quick caupling velvea aM drain vaMe. . .
B. Required Site Yreit ARer Constnwilon: .._...� .. ..,:.... .. .-.�..�,,� 3.3 PIPING � � h. Other releted equipment as direeted by the Lendataps A�ehileet � . . , 2.11 BALL VALVES � _ ..
A.Use I I os indicoted on drawin s. Install in accordance with IndustH stundards and nanufacture � �F �t � '
� 1. IendaeapeNehlExtwllmakeaans(7)yandrarw�EssSIOeVNR. . PP^9 9 Y s reconnendations �i� 5. DelNertheoonectedendconM�das-bWltrsp�odudbl�prlMatothet.en�ap�A�hlbetMMYC�)�ribeforetliedeEedllnsi�evlew.DeMerydlhe�spiodudblsD�bw�ntRrMeM�MieCon6x9orofthe � A.BeAvalves2irwheaandsmallerahaB400PsV27.BBarNonShoGcColdWarldngP�eeamsbweabellvaMwXhThisetleA-8landerdPart-�GPiYtiOfSEwn•7FESeeb.Nbcoaeppiwed. . . .
raeponMdllry of fumbhing�equlied infonnatbn Met my bs omiped 5om ths p�ls. i
C.S�rt�tiepoKsofnitevhlfatoArchkeetendOwner. B.Install nll PVC plping us!rg two-step solvent weld process onty. Cure Jolnts nt lenst twenty-four f 4) hours. '� 2A2 DRAINROd( � �
C.Controllar Charh:
�'�, D.SItaVldtSeheduk:CoMree[orehallDerospormlbbforndlyMplMWl�ii,psArd+RxtendOwnehRepra�r�lilMsk�edvancybrfrk/nNY�pn�Yw,�em�qbb� C.Pnint nU gnlvanlzed pipe below grade wlth one henvy coat of npproved paint to prevent corrosion. �. � � N-p�InroproA�iyMpAMsshdlbereviewedbylMLwdwapaWehilacibelo�eoonhoAerd�bmepapsad. A.Un-hacMadixk,100pemeMpessingal-iPt-ineh(38mm)equereabveandOperoeMp�einpa3lNnch(19mm)abre. �
indketed: . . .
. " ➢.Cap or plug ope:�ings ns plpeqne Is nsserobled to prevent entrance of dlrt or obstructlon. Renave 2nps or plugs only when 2� �'^���^���K�'����wVP�� 2.18 PROTECTNE SLEEVES WfTH LOCKING CAPS
��. � ���o������ �� necessnry to contlnue nssenbly. . 3. ThechartshaAahowtheareacoM�oAedbytheautometleem6dlerendsheAbethemodmmslzewhicfitl�eeorNellsrdoarvr�alow.
� � . �. 4. The chert is to be a reduced drawing of the eppoved as-buik reproducible DN�.In ths event the controller aequence is not legble wMn the drawFip Y�eduoed.k shal bs enle�yed to e sl�e the�v�b� A.2-Inch 50 mm dNrtieEer deet Z00 PVC,k
' � 2. Meinline Piqsure Test end Lete�d Revbw:Thee(3)buskbss deys. �ab�. ( ) n9M»requheA.Cepa,Rein Bhd A0.7700.Enelne�II tlreFi vaNe�In proOeeWe sleeve�wtlh bdd�p dps.
3. Sprinkler Heed InateAatbn:Thrse(3)busirrae Cays. E. Where plpes or control wires puss through sleeves, provlde renovabl� non-dec¢ying plug nt ends of�sleeve to prevent � g. 7�chart shaA he a iwPole drawi eM a dMTenM edor ahall bs uesd So indicate the erea d for eeeh atatlon.
4. Punch List Review aM Cwerege Test Three(3)bwinese deys. entrance of earih. � �� ^4 � 2.14 SLEEVES FOR PIPING UNDER PAVING
B. When completed and app�oved,the chart ahall be hermeticaly aeabd behraen two pieces d plaetle,m4dmum 8 mfl.
5. OnaYear GueisrRee Site Visil Ten(10)business deya 3.6 REMOTE CONTROL VALVES � 7. Theae cheM shall be completed and approved by the Landstape AidNtect prbrto final ieview of the irtigetion system. A.PVC dass 200,sizp es nded,de m
��� 8. Controller eherls shell be etteehetl to the Inslde surlece ot ihe corresporMing contrdler andosure P�a m flnel tevlew. � ���d��
17 GUARANTEE �'.
A.Instnll where shown and group together in strnlght Unes where practicnl, flush with f�nish grade. Llnit one renote control '. B. Ertentlqpinql2inches(900mm)IrAopleMer,plugeMsendmerketgretlswMhlleglebel.
� A The gueranEee for the apAnlder infpetlan syslem diell bs nrde In eaordar�ce wRh 1M allecAed 1am.Tha f3ansr CandMbns and SuppkmenOry CmAlbru d tleae 3pecNkatloe� vnlve per box. . �..,. D.Operatlon entl Melrrtenenoe Menuds:
ahall be fAed vMh the Owner or his ieprelentatNa p�ior trf soeep�aroe W the irtigetlon sysMn. . .. 2.15 3TPJNLE33 STEEL CLAMP3
B.Locate valves no daser thnn 12 Inches (300 nn) fron wnik edges, building nnd walls, Instnll vnlve box pnrnllel or .. 1. PrepeieanddeMertothelandaeepeNchiExtMlMnhn(10)calendardrysprWrt000mpletionofeonstmcHa�,acoverdnderwitliMieeAgscan�ahilnplhefdlowFgirdormetbn:
' � B. A eopy of the guarentee fortn shell be Induded in tla operetloro and mdnhnance menrl. perpendlcular to walk, curb, or edge. � A Tudrq demps ehMl he cons4ucled to 304 AISI sfainbsa eteM end shel be one'ear lype.ThN'ed fMl De capebb d beirq qndieC wtlh a pinehkp Lod b aewre tlie hibFq amund tlro IneM bebed MUp. .
„ � a Inrlsz�heM etati1g Conhsetofa a�Ciesn arM bNplaiw numDer.Iist of equipnent wMh iwme antl adAiesses d loeel menuMetuefa iepeeeMatives.
C.The gueraMee form ahall be retyped oirto the Cmlractols IetEerhead end cmteln the followAp infameMm: C.Thoroughly flush naln line bef ore Instnlling vnlve. ����, b. Cafebq and perts sheeb a�every meteriel end equfpmeM inslelled uMer thb Condact. � B.IrRerla demp wel shell be smooth to qevent almpinp a pineMp of Nhirp.
a OuaraMee slaEemerA. .
OWRANTEE FOR SPRINIdER IRRIGATION SVS7EM D.Instoll In pinnting nrens where posslble. �II �, E. Complete operetlng end melrRenence Instru�tloru on d meJa equqrterrt. 2,78 MI3CELLANEOU3 INSTAlLAT10N MA7ERL4LS
. � e. Conshuetbn detalls hom praect. �
- We hereby pwrarMe tlnt the sprinlder FApetlan syaMm we heve Nmishetl erM imlelled la hee hom dekcts In m�lEedels erM worpronsllp,and the work Iros Deen caripleMd In 3J AUTOMATIC CONTROI W IRING ��. II '�. L Complete 4ouble ahootlng gulda to common IrtlpMbn problems. � A.Solvent cement arM pdmers far solvmt weld jdrds shall be of ineke arM type appmvatl by manufach�e�(a)of pips end Mtlrqa.Cenbnt ahe�be meir�h�ed at proper conelspen�y thpiphout ues.
9eeoMence with the Drawinge and SpecMcetions,adinary weer snd tear and unueual abuse,or neplect euCepted. We apree b repeir p replaoe eiry delecL in meEe�fel awalvm�Mdp I p. Winterizatlon entl sprlrg stert up pocedaes.
m� A.Run Unes nlon nnlns wherever racticnL Tle wires in bundles with I e wrnppin tn e at SO-foot (3�+neter) Intervnls and � h. Chartofepprozlmateweteen Bmeafora
whieh mey develop during Me pe�iod of o�re yeer hom date of final exeptence eM elso to repalr or replace erry de�gB�eeultlng Gom the�epahinp or replacing d weh dekcfs et ro 9 P P� 9 P � ��, g �'�m�'�°��"�' 2.17 MISCELLANEOUS E�UIPMENT
etldNonel croat b the Ownec We shall make wch repaha m replacements within a reaeonabb tima,as determineq by the Owner,a}px ieceipt dwritlen rrotice.In 1M event of dr nllo� slack for contrnctlon between strappings. � . ,
ec 2. In edGUon to the ebove-mentbnetl malnterre�we menusk,qovlde the Oxmers mehrtenairos pemannel wM�Inshuctlo�u for meJor eqiApment end show evltlence M wrltlrp Lo the LwM�cape Arch1[ect nt the A.Rovltle all ul
feilure to meke sueh repai�s a replacemenfa with�a reasonable time aRer receipt of wntten notiee Gom the Owner,�aulhorize the Owne�m proceed b ha�s seid repms ar B.Loop n nMlnun of 3 feet C900 nn) of extrn wlre in ench vnlve boxl fbr control wlre, spnres and grdund wlre. ��. eonduslon ot the p�oject that tlNe eervke hes besn nndsrad. eq pment celled for by 1M Drewing�.
�eplecemeMs mede al our expense.We will pay the coab and chaiges iherefoie upon demend. . � �
P�E�; C.Connectlons shell be nade by crinping bnre wires with brnss connectors nnd seaUng wlth epoxy resln'senler pncks, � E.MaiMxenceMaterialatoEeFurMshetl: J2T9 EXECU110N �
LOCATION: D.Spllcing will be pernitted only on runs exceeding 500 feet (150 n). Lotnte nll spllces at valve locatltlns wlthin valve boxes. � 1. SuDpyasapartdlMaCaNxt,lhefdlowYptooY: 9.7 REVIEW
SIGNED: All spUcing shnll be nnde wlth Scatch-Lok #3576 connector-senling pncks or approved. F�eld spUces between the nutorontic �
�O"�0� controller nnd electricnl control valves witl not be nllowed without prlor approwl of the Landscnpe Architect or �wner's a. TWosebdLoalsrequlredforrsmwiig,A�rqerWadjuNnyeeehlypedspnMderandvalveauppAadonU�bproJact. q.��y�y�: --
ADDRES5: Representative. �, b. Two Sfoot(1500-mm)wNe keya for operatlon d gale veNes.
PHONE: �. c. Two keys tor eech auMrt�etle con4oAer. 7. M acded dimenNons ere approalmele-The CoMiacOor ahall check and verly dl aize dirtiensidro and�ewNe LaMxaps ArchllecYe epprnval pAor to poceedirg wlth work urMer tlNs esctbn.
DATE OF ACCEPTIWCE: E. Vhere control wires Unes pnss under pnvl�g, they shnll pnss through PVC clnss 200 sleeves, � d. Three quldc coupler keys entl metchlnp hoee sxAvek foreach type d q�1Gc Coupllrg vdva Mlellad. 2. Exercise exheme ce�e in ezcavating and xrorking neer exisGnp utiliUea.ConUactor sh�l be ieaponalble fir damnpes to WlRtles vMlc�me cewetl by hb opeialiore a neglect.Cheek existing ulAltbs diawMp�
� e. Drlp Ilne EqulpmeM,Includinp the folbwlnp- for axlstlnp ufqity bratlone.
� F.Provlde two (2) conplete spnre wire runs fron controller through every vnlve box for future use.II Test for continu�ty nt� 3. CoordlnalelnstellatlonofsprinMxhrlgetlonmeterlele.Indudingplpe,aoMmesheRbenolrrterle�enoewlthutAitlesadMreorre6�w11onardlMaAqllnqentlnp4ees,ahuba,erMgrountleover.
� PART2 PRODUCTS punch Ust. Provlde three l3) extra feet In e¢ch valve box and perno.nently label 'Spnre.' 1) OneplastichendeAW� t. TheCo�ectashallceiefulyeheckallgredestosetlsyhlmselfthethemeyaa/elypra,�eadbeforesfartlngwakonthelentlecepeaprinklersyatem �
2)10 feet(3 m)of dApper t�ing for�h drlppar hiMvd and AFsehergs ra[s, S. Coortllnale inatellatlon of sleevea wIM other tratlee.
2.1 MATERWLS 3.8 AUTOMATIC CONTROLLER ��, 9)Suc6erbedcouplings �
� 4)Sbc beibeU 80 elUowa Mtlrqs 32 PREPARATION
A 6eneral:UaeonynswmelsAalsdbrenAsendtyps�nobdonD�awingserMapeeMedlwsln,aapprovedeWels. A.Connect control Ilnes to controller In sequentinl arrangenent nccording to nssigned Identlflcation n nber of vnlve. Control � �Sucbarbedteefittings
lines shall be labeled at controller with pernanent non-fading lnbels Ind�cated Identiflcntlon nun6er of vnlve controlled. 8)She1B02-wayadapte�bes A. Physlcnl Lnyout�
'h Shc mela edapters wlth 3l4 k�ch(19 mm)FPT �
B.PVCPreesuieMainLinePlpeandFiltlngs: . 3.9 FLUSHING OF SYSTEM �. 8)Onespereflttereleme�Ao(themes�shelnAksledonthetrlpellonkyend. 1. Prlor to installatlon, stnke out ell pressure supply llnes, routing nnd locntlon of sprlydQer heads, Begln drlpper tubing lnyout 4 to 6
'� � � 9)OnelinellushingvaNe Inches (100 to I50 nn) away fron both hard surfacesl (I.e., concrete sidewalks, curbs, asphalt, and/or undeflned edgesl I.e, shovel-cut
1. Preaaure meln Iine piping ahell be PVC drs200. A.After nll neM sprinkler plpe Ilnes and rlsers nre In place and connected, all necessnry dlverslon wor'k has been conpleted, 70)Two reguletorsprings of Ue edaed end reguhNnp pieaeura indfeated an tl�e kitgelim kgend. headers). Mnrk tubing Intervals on the ground with flags, palnt, or sone other narkings thnt can be nalntalned throughout the
2. PipeshallbemadehomaNSFapD�'edTYDe��Cwads�.WCewnD�+�datoMomd�9��TM����P�UonDl7dl.Np4smuMmrt�sq�iwr��bas�elkAhlnfedsrA and prlor to Instnllatlon of sprinkler heads, open control valves nnd use a full hend of water to flush out the systen. 11)S&dnpperplugnnge. Instnllnt�on. .
Spee�cationPS22-70,wiThanapproprlateatandertfdimensWnratlo(S.D.R.).(SdveM-weldpipe). �� �� 12)Theabov�men6onedequipmeiANiMWtumedwxtothsOwnerffitheeondusiono�tlieproJxt.Bebrell�rel�evieweanaewr,eviderroetl�[1hsOwnerhesreteNedmebANrMey�ysshewntopis 2, Mnke ninor changes to conforn to ground conditlons and note on ns-built drnwings,
3. Pipe shall be mede from NSF appmvea Type I,Grede I PVC compourW corAorming to ASTM resln spedlkelbn 1785.IJI ppe rtut rrost iequ6ernerhs as aet faM in FetlsN B.Install sprinkler heads only nfter flushing of systen hns been nccorlpUshed and approved by the Ldndscnpe Architect or ����p��, . .
Specifcetion PS21.70.(SohroM-weld pipe). Owner's Representutive. ��. �� B. Wnter Supply�
4. PVC sdveM-weld flttinps shell be Schadub 40,1-2,�N NSF epproved confOnrip toASTM test pooedue D2Mkg, '�, �. 1.5 PROWCT DELNERY,STORA6E AND HANDLING
5. SoNentaemeMandpdmerforPVCsoIveM-weldppeeirclMtlngsshellbeofrypeandlnafellatbnmeThodep�esq�pyybRrmtsawer. 3.10 SPRINKLER HEADS AND QUICK CDUPLER VALVES ��. �I. � 1. Connect to the wnter supply nt the npproxlnate polnt of connectlon os Indlcnted on the Drawings.
8. AII PVC plpe must bear the fdlowing marldngs: �� �'��. /�HaiMling ot PVC qpe arM Mtlngs:The CaWaetor M e�utlonstl b exerelse ese In hendllrg,bedlrg,uNoedlnp,end abrhg PVC plpe and Mtlrgs.M PVC plpe aheA be henapaSetl h a vehkde,wFYrh dlows tM 2, Contractor Is responsible for nlnor changes cnused by actunl site condltlons.
A.Thoroughly f lush llnes bef ore Instolling hends or oC V's. '�. �'� lenglh of plpe to Re Ilat ao as nM to aibJei.t tt to undue bendnq a concentreted extemal bad et eiry pdM.Arry ae�llon of plpe Mffi hee been deMed w demeged wAI be dlncarded,erq,M InatelV�,ahaA be roplxed
°• ���f°�^0�"° �'�. '��, wRh naw ppng. � C. Electrical Supply�
b. Nominalppesize . H.Locate hends and OCV's as shown In the Drawings and details. '��. ���.
e. Seheduleorcless �� '� 1.6 FIELD�UALRYCANTROLANDSITEVISITS " � 1. Electricnl connectlons for nutonatic controller shall be nnde to electrlcnl polnts of connectlons as Indlcnted on the Drnwings.
d. PreesureratlnglnP.5.1. C.AdJust sprinkler heads for proper distrlbutlon and trin, In no case�'shall spncing exceed nnxlnun r#connended by the 2.Contractor is responsible for ninor chnnges cuused by nctual site conditlons.
e. NSF(Natiorrel Senitffiion FoundetlonJ appoud nunuf¢cturer nnd as Usted on the Drawin s. � ��. �
L Date of e�musim 9 , A Requlred SMe Vlatts Dulrp Conetructlon:
3,3 EXCAVATING AND TRENCHING �
3.11 EXISTING TREES ��. 7. Pralnsfallatlon ConMrente:Contracbr,InaTeMr,LmMaps Ard�iteet,Ownels RepeaeentalFre,antl otl�et pertl�rent pertles lo eMerM Pr�Ir�ale11a0on CoMerenos for lendaeepe sM MNpetlon pio�W y4xyrg
7. AIIMtlnpashellbeerMsmenufaeWrer'nrromea4edemeile,nmlerlaldeslpnetlm.e�e,epplkedel.P.S.aehsduleandNSFwddappovN. '� ���. workonske. ' A. Excnvntlon shall be In all cases nnple In size to pernit the plpes to 6e lald nt the elevntlons Intended and to pernit anple space for Jolnlnp.
C.PVCNon-PmssumlateralLfnePf i arW3bevi A.Where It Is necessnry +o excnvate adJncent to exlst�ng trees, the Contractor shall use nll possible care to avold InJury 2, l.sndscapeArchllectwillmnkelMee(3)ailevl�iddudngcomtn�mb�ieWewlhaYrigetlonsyatemffithsTdowl'ga4ges:
P�9 �B� to trees and tree roots.
B. Make trenches for pipellnes deep enough to provide nlninun cover fron finlsh grade as follows�
� '� e. Prlor to pipe cover-up Tor malnline preeeura bel and Ieleid IevNw
1. Nm-qsssuroburbdleleielllrroplqrqahetlbsPVC3ehsAlsMwMhaoNenM�ddJolrih. B.Excnvatlon In nrens where 2-Inches (50 nn) nnd larger roots occur 5hnll be done by hnnd, '��. b. AAersptlnldsrheadinsletladm 1. 24 Inches ninlnun cover over nnin Unes to control valves nnd qulck coupUng valves. .
2. Pipe ehell Ds mede from NSF approved,Type I,GroCe II,PVC eompound eonkrtning to ASTM raki apseMalMpn D17M.M plp�must msst rpuhsneMs aethM In FeM�sl �� � e. Puneh Rst erM coverage test 2�24 Inches nininun cover over control wires f ron controller to valves. � .
Spec�ficationPS22-70withanaDaroPheteatarMerddimensionrado(S.D.R.} C.All roots 2 Inches C50 nn) nnd lurger In dlaneter directly in the pnth of plpe or condult, shnll be tUnneled under nnd shnll �
3�18 Inches nininun cover over laterul qnes to sprinkler heads.
be heavily wrnpped with burlap, to prevent scarring or excessive drying. '. 3, p�n�hthtRaviny:LnndncepeA�ehkeetwNlmebmeNEsWttto�evbwthscanpleMAwork.LanAecapaAre�FhettooMelnContracEorsPunchListprlortoNdta�MtosehedulslMvMtwhenthaworkh 4. All Unes shall have a nininun dearnnce of 6 Inches (I50 nn) fron each other and fron lines of other trndes. Pnrnllel Unes shall not be
D.Connecllona between mein Iinea eiM control velvee nhelt be of Schedub BO PVC(thieeded bdh enEa)nippks�nd p�ynpa. ' eomplete enough to negate the riead for edditlord vIN[s. Instnlled dlrectly nd,Jacent or over one nnothen Relnstall nll re Jected plping In nccordnnce wlth thls requlrement. �
D.Where n dltching nnchlne Is run dose to trees hnving roots snnller th¢n 2 inches (50 nro) In dlanet�r, the wnll of the
E. AIIPVCplpsuaeAontheelteahellhefromlheaememerxReehaer. trench adJncent to the tree shnll be hnnd trinned, nnking denn cuts through. . B. Requlred3MeYaitAlterConshuetlon: C. Restore surfuces, existing underground Installntlons, etc., dannged or cut as n result of excnvntlons, to orlginnl condlt�ons in r�nnner .
22 QUICKCOUPLERVALVE5 E.Trenches ndJacent to trees shall be dosed wlthln 24 hoursl and, where this Is not possible, the side of the ad acent to approved by the Landscape Archltect or Owner's Representative.
� 1. landecape Mchitect wIA meke e one(1)yeer OureiMee SMe V WG .
the trees shnll be kept shnded with burinp or cnnvns. . �. D. Where other utilitles Interfere wlth Irrlgatlon trenching nnd pipe work, adJust the trench depth ns Instructed by the Lnndscope Archltect or
A Ouk�ccoupbrveNesshellbeesMstetlantheDrewlrqs. . C.SUEmttreportsofsilevinilstoArehiteetandOw�»r. Owner's Representative,
', D.Si[e Visit Seheduk:Conhecta ahell be iespa�albb for ndKylrq tlie LenOecePe A2hMeet and Ownern Repma�llve in advanee for ihe 1dloxYip�eviews.exading to Uie tlme MCiceted: .
��.. � 1. Pro-InMaAellon Conlerence:Fhre(5)buNnees deys.
'�. 2. Melnllne Proasum Teat erM Laterel Revlew:Three(3)bu�hess Asye. .
'�� 3. $prinMer Heatl liretalletlon:Throe(9)6uelnees tleyn.
��' 4. Punch List Review And Cwerage Test:Three(3)WSMiep days.
', 5. One-Yaer GuaraMee Site Visit:Ten(10)buaineaa dnys
r BENCHMARK: P.D. #118 -NGWEER CITY LANDSCAPt ARCH SEAL CITY OF PAL_N DESER I PLAN CHECKED BY:
� O RE��s�oNs CUMMINGS CURLEYalloASSOCIAT ES, INC �'"" CITY OF PALIVI DESERT
� ELEVATION: 218.01 FT DATUM: NGVD29 MARK BY DATE APPR. D�TE �pNDSCqp DEPARTMENT OF PUBLIC WORKS �»•.,. ,.,».�+�rr,� 4,
D �Q��� (}u�191,��QC L A N D 5 C A P E A R C H I T E C T s APPROVED BY: . SHEET
LOCATION: 3.75'� UCS&GS BRONZE DISC IN CONCRETE MONUMENT 1 �5� ��' 'yo �'�� 3633 LONG BEACH BOULEVARD,THIRD FLOOR ,� LANDSCAPE SP�CIFICATIONS
' � WELL LOCATED IN THE SOUTHEAST CORNER OF CONCRETE BRIDGE o 0 ,� �
ON HWY 111 OVER PALM VALLEY STORMWATER CHANNEL, AT THE � o � o� LONG BEACH, CALIFORNIA 90807 CIVIL OF
DIAL TWO WORKING E A S T E N D O F CON CRETE S T E M W A L L, F L U S H WITH TOP OF WALL. � � TE�. 5s2.424.8�e2 PARCELS 1 AND 5 OF �ARCEL MAP 24794
BEFORE ��� ' D A Y S B E F O R E � C A 3 5 8 3 A z 3 o i o o N V 5 7 8 C L A R B 3 1 9 g0 CHEN DATE � �. S H E E T S �
YOU DIG ,�1� YOU DIG B A S I S O F B E A R I N G S: T H E C E N T E R L I N E O F S T A T E H I G H W A Y 1 1 1 ' * �,� * C I T Y E N G I N E E R T R A F F I C �,;y �. TOYS R US PAILM DESERT
� 'Z�' P R E P A R E D U N D E R T H E D I R E C T S U P E R V I S I O N O F: R.C.E. 6 4 8 1 9, E X P. 6/3 0/2 Q 1 1 � ' C I T Y F I L E N U M B E R
TOLL FREE 11-800-227-2600 SHOWN BEING N 31'06'53" W PER PARCEL MAP N0. 24794 AS ' @d� ' , ` LOCATED IN A PORTION OF THE SOUTH HAL OF SECTION 19, T5S, R6E, SBBM
PER MAP ON FILE IN BOQK 161, PAGES 5 THROUGH 7 OF PARCEL s P
A PUBLiC �E�VICE BY MAPS, RECORDS OF RIVER�,SIDE COUNTY. �'qrE oF �A``F��� DATEE . �►
UNDERGROUND SERVICE ALERT GREGORY R. COOKE, R.C.E. N0. 39478 EXP. 12/31/11 REVIEWED AND RECOMMEND�D BY: DATE LANDSCAPE
��,.�. 6ECTION 02615 �'�
. IRIkHiAT10N MODIFlCATIONS �. . � .
3.4 DRIPPER TUBING INSTALLATION '��.
PART1 OENERAL �. �,
A. Drlpper tubing cnn be Instnlled In one of the fotlowing nethods ', '��..
y 1.1 RELATED DOCUMENTS �. �, .
1. Over-excuvatloni In snnll nreas, over-excnvnte the entlre aren to n depth of 4 Inches Q00 nn) below flnlsh grade. Plant nll speclnen a obwingsane��e�pwido�,ma,eca,es��,ind�arqc�ene�nianesu�emeMaryCondlllaroandDivisbnl3pecM�on3ectlons,applybMls3eaUon.
trees und shrubs, 15 gallon size nnd lurger, then pince tubing at the row spacing Interval Indicnted on the pinns. 1.9 FIELD�UALITYCONTROLANDSITEREVIEYVS 7. ExdudediRandrubbishhanpeuedendplentedarer. �
. 2, Pipe Pulling� In lnrger arens where ground dlsruption Is to be nlnlnlzed, pneunatic tire, plpe pulling nachinery shall be used. Pothole at the 1.2 SUMMARY � 2. PrlortoNnalroview,removedeleteriouertietetlelsanddebrb.
ends of ench run for nnking connectton to supply and exhnust henders of rlgld PVC plpe. Mnlntnin 4-Inch (100 mm) cover. '. �,, A.RequlredSMeVINbDudrqCorn4�on: 3. Rekeneetlya�oundplerdatoenevenflnegiatle.RemoveNeeds. �
� A Eupend end eKtend exlitl�q Isndecepe kApetlon system IMo new plentlng mdes aeeted bY 1Me work.Provlde oove�age for hot bp tMn 100 pe�cerR of new pleMinp aees. 4. Wesh herd surfeces deen.
H. Drlpper tubing can be Instnlled with ihe water outlets facing upward or downward, qffset the water outlets to forn n trl¢ngulnr pnttern 1. Pro-l�rofalWbnConMience:Con6edor,Inslalbr,LendaeepeNehMeet,O�w�»r'aRepieeeMative,ardMMrpertlneMpertles0oetbndPie-IrrfellelNonConle�enaefalandee�peeMlMgatlonprlortoalertkq 5. Removefleglabels/romtreesentlshnAe.
throughout the tubing layout. In Irregular arens, water outlets too close to flxed Inprovenents shall be capped off wlth nn drlpper plug B.ProvidecompbMengiireeArqanddesipnofexpendadsyatemaspertofthlswak � �O�BnB'
ring. . ��.., 2. Lendscapa NaMEeet wIB meke 3 slle vlells durirg coiretrudbn to ravbw the idlowkg Nrdecape Mems: B.Flnel CleenuP:Meir�in erees in dean.nest and ordMy manner. �
C. Barbed Flttings� Connect drlpper tubing to bnrbed f Ittings by pushing on and over both bnrbs untll the tubing hns seated agninst nnother C.Meteh meterhls,metl�ods,manufecW�end water delNery heed lypas lo mdtch exlstl�g,remelnlrg system,eelacled to bedt sult tlie new hmtlon end aondNona. a ���6����M�� 1. Prlor ta Brrel revbw,�emwe deleterioue rneterlel erM debrls.
plece of tubing or hns butted agnlnst nnother portlon of the barbed fltting. 1,� CppE CAMPLIANCE � '� b. Flnlah gradea prbrto arry plaMlnp oraeedirg 2. Reke and deen pleMing ereea neetly ro en even fine piade,wMh raMeeds pieeent.
' c. Plant metenal prior to inatallation. 3. Wash and dean hsd surfacea,including peving end well Taoes aoiled by wark oTthls sectlon.
« D.Plpe Clnnping� When opernting pressure exceeds 45 psl, stnlnless steel plpe dnnps sl�Q�� be used SUp dnnps over tubing before sUpping A Complywlth�equhsmsnhOfW'MlyaupplyingwatartaprevsntbnofbeCMlowlantlDedciiphor�eps. ��, d. SfakedplaMlocaUonsO�ortoinstalledon. 4. Onecceptenceo(thework,removesurplusmatedal,equlpmeMarMCeDrlshomthesife. �
tubing over Insert bnrbed fitting. Place dnnp between the flrst nnd second rldge o�f the barbed flttings nnd crinp the 'enr' of the dnnp ��.
- tightly, Crinp the 'enr' twice to ensure proper se¢t�ng. B �Y�������e�������i������ '��. 3. PunchLbtRevNw:LandeeapeA�el�l0ectwillmekeoneslbvbROoreNewthecompbtedwak.LendseepeAieNExttooblalnCa�6aelNsPunehWaprlortovieltandbachedubtheNdtwhsnthewpks 3.6 PLANTSCHEDULEANDDETAILS
. ,. oomplsEe xiagh to ne9ele the need tor�ditiarel vkib.
- 3.5 BACKFILLING C.liatlrg and Labeling:Prwkb equlpmeM,spedelties,and ee�eorl�tliet art UL Ifs�ed ard labated. �'', a�a��� �
�� . �, B. ReqiA�ed SIEs VNII Aller CautniCtlOn:
A.Backfill only nfter plping hns been tested, revleMed and nccepted. '�,
� 37 EXTENDED MAINTENANCE
PART 2 PRODUCTS ' 1. Landseeps Aroh1EeU will meke e one yex OuaraMee Ske VMiL
H.Backfill nnterlal sh¢ll be the earth excavated fron the trenches, free fron rocks, �concrete chunks, nnd other foreign or course naterlals, '�� A InedtlttbnrothemeinlenenaerequkeduMAflnelaxe nce, IerWscepemelMenencefore yee nlgetlon �
Carefully select backflil thnt Is to be placed next to plastic pipe to avold nny sharlp obJects which nay dnnnge the pipe. Place shovel fulls ', C.SubmR�eporhd�NevlallsbNchlOedendOwner. � Pm P�s DeAodMone ralMraub#entlelcaripMlonperDNbbn2 'LerMecepeendl Meir�Oenence'.
of dlrt on drlpperUne tubing to keep then In pince nnd nnintnln row spncing. If soll Is rock-lnden, Isolnte fron plpe wlth nMinun 2 Inches (50 2_1 PiPEANDTUBMG ��,,
� nn) of denn, coarse snnd. �' D.Slta Vlntt Sehedule:Contreetor shall bs�esporrelde kr notllying ths Lsntlseepe Archlled erM Ow��s RepnesrRSMe In e0vence Tor ths fo�owirg im�lewe.axqdhg(o ths tlms Indlca[ed:
A PVC PIPe�Flmrq�.�nd SkevFp: ��.
C.All plpe under asphalt paving shall be bnckfilled with 4 Inches <100 nn) of dean sund on all sldes of plpe. ��I 1. P�s-Irotalletlon Conkrenos:s businsas day�. . END OF SECTION 02800
7. P�essuro maln Ilne erM non�presw�e dd�q���C 3chedb 90. �� 2. Otl�er 3Re Vlalb Durirq Conatructbn:3 business dsye.
D.Place bn�kf Ill naterinls in 6 in�hes C150 nn) ln ers and com nct b ettln or tnn In to n nlnirrun con nctlon of 90 ercent of orl Innl soll 2. Pips ahatl be metls from en NSF epproved Typs I,GraAe I,PVC compourid mMormirq to A87M rodn spedl�etlon D1'181.A1 pips must meet rsqui�erneMs as set forTh In FeAsnl �
Y P Y � 9 P 9 P P 9 Speclflcatbn P&71-70,with an aP7�P�ete atantlard dimerobn retlo(S.D.R.).(SoNerA-weld plpe). 4. Punch Lht Revbw:3 buelneaa daya.
denslty. 3. PVC aolveM-weld Ilttlnpa ahall be Schedub 40,1-2,IN NSF approved eonfaminp to ASTM test pmcadue D2488. ', 5. One Vmr Guerenlse Site Vlstt:10 bualnees daye �
E.Dress off nrens to f Inlsh grndes and renove excess soll, rocks or deWrls renalning pf ter backflll Is conpleted. B.Cannsctlona ESMesn msln Ilnes and eoMrd vaMea ahell be M Schetlub 80 PVC(tlxeeded bdh ende)nlpplee and 1Ntlngs, �'�., tA0 PROTECTION �
F. If settlenent occurs nlong trenches, nnd adJustnents In pipes, valves nnd sprinkler heads, soll sod, or paving to the proper level or the ' A.Protect meteAels apdnst harm hom wlnd an0 unusuel westher.SpeclN plentlnp technlq�x�,deTolletinp,witt-pioollnp,aepray mbtlrg mey De�eq��py landecape,qichl�d for unseeeond plerMNp,polonged � �
ernanent rade, subcontrnctor, as art of the work under this Contract, shnll noke nll nd ustnents wlthout extra cost to the Owner. C.Drlpper7ubNigwMhPm�aueCompeneallngEmitte�a:7ubingehallbeofnomlirolslze0onr�aHlnehlowdenelly,ulhavbM}t-iealetaM,IlnerpolyettrybnetubkrewtlhlnlemM
P 9 P � psrlods M erougM,erM iha ilke.
p�aaue-cortpeneetlnp,selftbnning.IMepisl dAppeia at e apxlAed InMrvaL ..
3.6 PIPING D.Ineart Ber6eA Fktlnge:A1 Insert beiDed Mtlnga ahall be constn�cied oF mdtletl.uM�a-vbfeHeslateM,plestic.Each Mtlnp shbA heve e minlmun d two(21 rklgse a bua psr ouUat.A1 fltlYqs shaR 1. Soek slpNMeeMly dry raot Eele Dsfors pleMing. .
� Ds of ane manuMcMrr. 2. Perfortn no wak In,wer.or adjacent to plantlnp a�eas Wlhout proper prote�on and mfe8ua�ds. .
A.Use piping as Indicnted on drnwings. Install In nccordance wlth Industry stnndnrds ond nnnufacturer's reconnendutbns. ��.
H.Instull all P VC piping using two-step solvent weld process only. Cure Jolnts nt leas# 24 hours. 22 V.4LVE BOXES ' '. B. Protect aum�Mlrg�roae anC surfeees Oo proehMe damege,Induding aroNon erM trespeaing,arM Inpry to Me qblk.
Il RemoEs eonhnl Vel��Cenon Modd 7419 plesNe velva boa by Ceroon Indlatrles LLC..7180 Nlehde Court,C3MnCora.G 91740.Ph:(800)7355586/(808)�2�272.Fx:(800)827-7711/ C.Take pehia4r an tn provsM pevemeM ste�inp fiom krtll�ers. . -
C.Palnt ntl galvnnlzed pipe below grnde with at lenst one heavy coot of approved pnlnt to prevent corroslon. (gpg)592a971,Em:aqbem�jcanoNnd.com,http•lAvww.prsonirM.calloresapprwed. .
D.Cnp or plug openings ns plpeUne Is assenbled to prevent entrunce of dirt or obstru�ctlon. Renove cups or plugs only �hen necessary to �. pqRT2 pRpp�C7g . . �
contlnue assenbly. 2.9 SPRINIdERS �
E.Where plpes or control wlres pass through sleeves, provlde renovnble non-decnying p�ug ut ends of sleeve to prevent entrnnce of enrth. A MenuketurolastenCerdapinkk�adselpneEtoprovldeunMortncoveragsovdreMlreareeofsprayahn�monDrewingsetavetlebbweterpreaeue. 2J TOPSOIL �
3.7 REMOTE CONTROL VALVES � .. 11.ReM�npMPoc:�pacMaE�mpateCLopaoliems�WedwMlwsnty-Ms(23%)peioeiM(byw4ms)neWesdktromqerAkppik �
PART 3 EJ�CUiION B. ImporOed 7opeW:3creenad.saMy bem,weed-fiee,Mnhnum e6c(8%)percent o�gank meEerW,as approved by LerMeespe Mchi�ct a Ownw's R�asanlativs.Test at appwad Eestlng leb fa pH,trecs .
A.Instnll where shown nnd group together In strnight Unes rrhere�pF¢cticnL Llnit one renote control valve per box. 3.1 INVESTiGATE AI�DETERbRNE avalebb webraupplywebr p�eeswe�d 1bw d�aracterisMcs. ���, minerals,N,P,K eM emendment recomrtierWalioiro to achbve a pH balanced fertile mbe with miMmum abc(6%)pe�ceM aganic meterlale deMed frortn mmpost.Irworpoiala slarEerferllHzer and paM tabn ptue � - �
. H.Locnte valves no doser thnn 12 Inches C300 nn) fron Malk edges, building and walls, Install vnlve box parallel to wolk, �urb or edge. �, brtllizerand�ollemendmenfsurecommendedlnrep^r'.atnoaddPoonelcost.SubmRirndceofamandmerdswhenrequested. � � , '
3.2 GENERAL LOGA710N3 AND ARRAN(3EMENT3 '. , i � �
C.Thoroughly flush nnln Une before InstnlUng vnlve. I' zZ PLANTS�SEED � ��. �
A prewlnps IMleate peneral bcatbn arM aimnpemsrR d Piqrp syslems. IndlcaMd locations antl ans�gert�rNa were imeE alze 04e and cekvle�e fiktlon bas.bnE In oCier desipn oonsideratlors. Il Confam b Am�rk�n Maodetion of Nune s trus b name.Planb b be hst .vrel faMeOed wXh root =
D.Instnll In planting areas where possible. In�islpipinpesiiMieated,exceptwheredeviationatoleyautaroapprovedoncoordinadondrawings. M�^� sD� 4�Y ����V� �RandanomW,w�aHl�d�nt,AnBs,aYnwad�hs�0.
, Plenb Oeemed uroilfebb mey be rejecteC befae a a}Ex tlelivary.Plarrt material is roquireA ED be ftee oF evitlence of disease,ir�ecYs,irroect eggn,aM lerves.We�e PIeMe may be usetl WI�app�wal.Eul ffi
� 3.8 DISC FILTER e.inau�pqno nee aaege ena bends. ��� �
� rq inereeae in prbs.Bells ihat are tretked.Moken or dry Eo ihe center wll be rejeGed. �
A. Install the dlsc fllter, horizontnlly level, below grnde nnd us Indlcnted hi the Instnitatilon detalls, the positlan of the disc fllter In the vnlve C•������9�����^�������� �'. �. B. AcdimetlzearryplerMmateifeMnotgmminCaMamialoraminimumdonegrvwingasaeonpbrtoinstaAatlon. �
box shnll be off-center to allow for renovul of the disc elenent for perlodic servlcing, � p p�y�T�
D.Insld unlons.In pplrp 2lnches(50 mm)enE�meler,etlJaoent to eedi wlve erM et nml connxibn to e�ch pleae d equlpment hMrp 2�nch(W mm)a smelix thraeded plpe aonnxibn.
3.9 AIR/VACUUM RELIEF �
E.Instal 11a^qes.in piqrq 2-12 inches(85 mm)entl le�ger.eAlecent M Ilanpxf velves end et Nal connecfion to eech P�a�a4�h�^9 b^9�d WPs aonneclbn. 1. ProvMs tises d hNpM arM allper Ilstetl or shown enE wlth brenclNrg carMlpuretlon recanmendeA by ANSI ZB0.1 tor typs arM sP�Ms rxN�•Phovitle shgltrstem Uees except wM�e spsdel fann are �
A. Instnll the nlr/vncuun rellef vnlve below grade nnd at the hlghest elevntlon Nlthin eqch zone. Depending on the site condltlons nnd tubing .. ahownaliMed.
lnyout, nultiple nir/vncuun reUef vnlves will be requlred. Plnce the vnlve within a round valve box wlth a locking cover and ¢ 1 cu. ft., i• Insldunde�gouodPdYvhMeiibrMe(WC)plesUeppeaxatlinpbASTMD2T74. �, .
3/4-Inch Q9 nn) gravel sunp ns noted on the detnlls, ,. e. CorMelneihedtreesereecc�tebMforueonlMqoJeM.
3.9 lAY PIPING on solld wbbese,unHormly abped wMhaR humps a depressbrs. ,., D.Deeldwu�Stx�be
B. Interconnect tubing wlth an nlr/vncuun reUef lnteral perpendlculnr to other tubing loternls for systens thot nre locnted on nounds or ,, aEC710NO2B30
berns with nore thnn a 3-foot C900 nn) elevntlon differentlal, 9.4 MMIMUMCOVER ''�.... 1. ProNtlsehruMdthehelgMahownalistedarWwiMnotlesatAanVieminlmumnumEe/ofonee
. requhsd by ANSI Z9(1.7 farthe lype MM he19M o10MnO rowired. LANDSCME MODIFICATIONS
3.10 LINE FLUSHING VALVE A PioviAefdbwinpmkYmumcwerovertopdbnkApipinp: .
�, e. Piwids beMsd and burlapped dedduaua Mruba.
A. Instnll the Une flushMg velve horizontnlly level ¢nd below grnde at encN exhnust header. Locnle In n vnlve box wlth tMe done-shape of the B.MHnlir»:24 inel»s. �... b. CoMelnerqrown ahrubs wltl be eaeptable In Iku of belled end 6urlapped dedtluoua sMbs,nubjectto apeeMed Ilmlletlom for car�Yxrqavn�s(ock pA�� ����
vnlve fadng upward. Indude a nlninun of 1 cu, ft, of 3/4-Inch C19 nn) gravel In the botton of ihe vnlve box. '� E.Contfemua end BroWaeebtl Evxgroein
C.LeOe�ds:1B indee. ��.� 1.7 REUTED DOCUMENTS
3.11 AUTOMATIC CONTR�L WIRING I 1. ProNN af ths sizsa shown a Hs[ed.Dlmsnslons Ind1aM minimum sqesd for s
. D.8leevac 8eme es ppirp FWde. �, � P�^0 enA semFSMseAln9 tYPs�»�4�lBM fa oMx typss.aueh as cone.PY�amidel�hrosd upAgM, A.Drewirge and peneral qwhbm d the Contract.hwlWlrq f3ene�al�1 SuppbmeMery CmEitlorn a�M Divblon 1 SPedll�atlon Sectlons.ePWY b tt1s n.
A. Run Unes along nalns wherever prncticnL Tle wires In hundles with plpe wrnpping tnpe ut 10-foot (3-neter) Intervnls nnd nitovr slnck for '�', a���. � .
' contrnct�on between strnppings, mb 1l1NNELING �I 2. PiwldenormMqualllyevergroennwMhwell-0elaneedfamcomplyingwlthiequhementaforotlierelm�elatlonshipstotliepArndydrtemionahown. 1.2 SUMMARV
B.Loop n ninlnun of 3 feet C900 nn) of extrn wlre In ench valve box� for control wlre, spares nnd ground Nlre. A InsldqpeunderatreetsaotnerabstructlormmeteenratbedMubee,bytuhnelrp,balnp,aJealdrp.SbmeqplrpundcfaMewelksentlpevlrg, e. CoMMneryownevergreenswAlbeexepteble,aubJe�ttotheapacilladlhnifetlo�xforcontnkier$v�vnsrodc. A.ThlsSectlonlneludeeromovalofezlstlnplaiMxepingplairtmeterlebetereesahownonMedrawings,thenMnslsAthemetthsnewloestlonenoted.
y C. Connections shall be nade by crinping bnre wires wlth brass connectors and seaUng with epoxy resin sealer pucks. '� 13 AC710N 3UBMITTAL3
��. 2.3 FERTILIZER3 AND 301L AMENDMENTS
D. Spllc�ng wlll be pernitted only on runs exceeding 500 feet (150 ro). Locnte nll spUces Q{ valve locntlons wlthln vnlve boxes. All spUdng shnll b! � A ���. � A�3�hP�����•
nnde with Scot�h-Lok #3576 connector senling packs or approved. Fleld splices between 4he autonatic controller and electrlcal control ENDOF3ECTIONO2B15 �� �DWweddandsoor�ormi�8mappkablestatefeNFzer�awa.Unlformincompositlon,dry,haellowing,deXveredlolhsdOelnaigirrlunop�enedcorrtaN�ars,aechbeerinpMemenufactusra
valves will not be nllowed wlthout prlor npprovnl of the Lnndscape Archltect or Owner's Representntive. � gueranteed analysia.Additlonal amendmenb a lertilizers mey be iequired bnesd upon tlie requked aa1 test bul at a minimum alrould piduds: B. SibmR PlaMlrg 3ehedub InAketlng emlelpeted�and beetlanafor seeh typs of plentlnp.
E. Where control wlres Unes pnss under pnving, they shnll pass through PVC dnss 200 sleeves, � B.Trees,SMUW end Orouncf Cover: 7.4 �UALRYA3SURANCE
F.Provide two conplete spare wire runs fron controller through every vnlve box f or /Future use. Test for contlnulty nt punch llst. Provide (TNs Pepe hRentloneAy LeR&ank) �', �• ����'�+��9�^e�10096 waEx eolubN,apply at menu�ecdRels iemmmended in0e. yyhere teuslnp the exlatirp landempe pleMs is nd econwMcally vlable,provide new trees,ahnibs,prou�M cwers,mA plsMs dq�MMy,a�,penus, es,ard variely kWketaC,oomqylnp wIM eppheebb
nn extrn 3 feet C900 nn) (In each valve box and pern¢nently lnbel 'Spnre', I ��. � requiromeMaMArimnaNursery3tande�d �
2. Plentlnp hDbls:21��am size�A145 a�retysla.Apnly at a rele o!: � .
3.1T AUTOMATIC COMROLLER '� 1.5 SPECL4L WARRANTY
.. a Traes 4LblefsperUee
A Connxt can6d Iines b controlbr in eequsntlel enerpemeM exordlrp Oo aolOnetl IdentlNeatbn num6x oT vd�w.Conhd Iinbs Md Os Iebebd el contrdlerwlCi P����q lebels in3raletl ���, b. ShruE� 2 teblets per ahrub A.Werta�R new treee entl shnAs Tor e period of one yeer eRer tlete o18uDetantlM ComPbl�on�eqeirrot defeels IrchMirg deeth eml uroetl�hemry Oiov+lh� Ol for dekcte ren�thp hom Isck d edequeb
WentlM�ation number of veNe cmhdled. ��� a GrouM cayer t teblet each plerR meintenence,neglxt,or abuse by Owner,abnamel weether contlftions unuauel far warranty penod,or incMeMs which are beyaW Con4actaY conhd.
l.19 FLUSHING OF SYSTEM C.Seeded anA SodAeA Areas:Hlgh qualtty belanceE(N,P,K,PH)TeMllzef EealgnlA for roglon aM beel edh.an 2camne�Med Fi sWs�epat,IMli��q elow roleage nl6ogen. B. Fo�pu�poees of biddinp�hls p�oJect,Dese the b1E on Ma essumptlon lF�9t ell exleUnp pkM mefeiieb chown Or scheCuled to be�eloceteA(�enavltl,a0oied.then�epqribd),wll iemein vieda in the new bcellons end
2.4 STAKES AND OUY8 will not re9uhs�eplacert�ent.
A After all naw sprinklx pipe Ilires enA rle�a ere In pieee enA conneeted,all neeesaery dNersbn work hes Deen compb0ed,en[f pbrb prOaAetlon d apiinMer head�,apen caiYal veNes end uee e fu!haed d C.Whe�e rebceted eniaNng qeMs need replaeemaM due to deaTh a uneatisfacEory piowth.iemove and�edace wiM new teea and shnAs W tM eams and simler eiae.TMs wiA be caroMe�ed additlonal �
xreter lo Iluah out tha system. fECT10N 0l908 � A.Mate�ial as p�r slsndrd delai.
�. wak,beyond the scope of ihe alginal bid and contrecl,e�ccept where replacernent is due to ladc of adequate mairRenance,negkct,or abuse by the Contla�,�Eor wMb tl�e qantlngs vrere in the Con6acEor's co�d.
B.Instell sprinlder Mede oNy elmr 1luahirp of syatam hes been ecmmplisheA eM eppmved by Ihs LerMacepe Mchlled or Owns/a Reqeee��Eellra uppa�Ap¢pl,AN71Na 2.S MULCH 1.8 MAINTAIN TREES AND SHRUBS
1.14 SPRINIQER HEADS AND�UIdC COUPIER VALVES A.O�ound h a M�Noek bxk(ra qne)of uNfarn cdor.fiss fian weeda,sesds,eawduN,end�Iir�tsia,and shaA rat eonlaln ieein,fannln.wootl 1ber.salb,ot dhar oompourrcb detrlmeMd Oo qaM Ilb.81as�ang� A Ae�equl�eE b eetabilsh health
� PART 7 GENERAL W 1/2 inch to 1-111 Inchee(72 to 32 mm)wNh maximum d 30 pereeM pessing a 1/2-inch(12 mm)saeen. Y.��P�e�ngs for 12 nqntln idbwing Su�Completlon.
A Thaoughy flush Ikise before inslnlhg hesds a OCYa.
1.1 RELATED DOCUMENTS 2.6 HVDROMULCH 1.7 IuWNTAIN OROUND COVER AND PLANTS .
' B.Lxeta IbaUs and�CV'a es shown In 1M Drewings anC Aalah.
A Drawlrgs antl pennal povhlom of the Contraet,l�ludlrq Gene�el end SuppNeme�ry Condltlma and DhAebn 1 8 Sectlaie.appy b tlis Sx�on. A 3ebd wood Ilber mukh end ertMMMx m epproveA. . A Aa 2qulroA ro eetabllah healthY,vMble plaMings for 3 rtionths fMowlrp Suhs�Mlel Campletlon.
� C.Adlust sqinlder heads for qoper dktAbullon end trim.In no c�e shal epadrg eocceed me�dinm recannwrKfed by Ihs nrrMa�Wrw sd w Wsd m Ihs DraNYps. �
I.15 EXISTING TREES 7.2 SUMMARY �. 2J TACIOFIER
PART2 PRODUCT$
A Whem ft h necesaery to eucava[e adJaoert b ebetlnp 4ees.the Contreclor ahall we dl Poad6b care Eo avold h*ry b 4ees siM 6ee�003. A.Thla Secibn Mtl�Mas all nreterleb�eqWpnent and Iebor netbeaery fa Mleh gradlrg.WaMlrg d trees�ahrubs enA pouM Mver end lewn,md�aph 9��^P.D�.Pb��end�eqecerneM.one A.17ac a eppweA p�W.Apply at manuhaturers auggrsted rde(minFnum 10 En./aas)on aR aesAeA slopas wx 3:7. 2.1 NEW TREES AND 3HRUB3 � ��
ye�r eriended melMenance eM relaled Rems neceesary to Complete tha work Indiceted on tlie Drawinga endJa apedMtl.Malntenanoe�equkementn aie speeMed In Secilon 02980 Lendseepe arM IMgatlon .
Meintenence.
8.Exeavatlon In ar�e wM1e�e 2 Indxa(50 mm)end larper roab oowr shall be done by Mnd. � A.Whera�sbcatetl qer�h�emain unheeltlry a become deed,�emove and roqeee wIM well-sheped.My brenoheA,haellhy.vlpoious nweeryqown dodc a�es and predes IMfceted,kee d deeass,hexfs,epgs,
. PART 3 D�CIJTION lervee,arW delxis,
C.IH rools 2 Inchss(50 mm)entl Mrper In dlamster direc9y In tM path d plp�ar caMuk.ahel b�4m'roleA under anC ahsll ba heery w�ppsd wMh buNp,to p�eveM acerring a sxceealw tryMp. 1', QUALm ASSIJRANCE '. oonformiq b AN31 ZB0.7. .
� 3.1 REVIEW �.. ,.. 2.2 NEW GROUND COVERS AND PLANTB �
D.YYMrs e dOdiiq nreT*w 4 nm ekaa to trsss hevin9 rooU emelbr Man 2 Inches(SO mm)In demeW�tM wall d the trench eo u,s uss sne�ns hane m�mbe.�darq asan au nnaqn. a irremnerrsuooibr cmeimeenorm: � .
�K A Veiily MeNrEon oonditiaro m satlafaetory b r9tlelYe woAc ol tlds ssdlan.Do not IirolaR u�uroatlNxlay conditlons aie mnecled.Baglrnirq wak e,dKtlMq ecoppfanee of candlbrro as aetiafaclory. A.Esfedished end well�ootad in�xnovebb oorKainers a ral paet pols end wRh not le�then tha minimum nunber end brplh d mm�era iequiea Dy 1 Z80.1 far Me paR Nm InAceMtl.
� -�.''"�o.;"�..°�` ' � t� �` �a. .... 1. To be'Specldkt,'wllh minNrum 11ve(Sl riars��os In Ihe 11e1d. � .
� ,�' - �- ��� E.Ttenchesegeoentfn4eeeaha116ecbae�vMMln2�ha�r,mA,whaeMkknotpoealbb,thssiAeoitheadjadnttothe6estehallbekep[�hededwXhbulepae�mrs. 2 IhWerttiieaeetlon.ettherMaSupqier,orenindividuelafirmundertheSJpplbPadhedwperWebn,ktoperldrnMe Mellfierce�e,helsMY�Derepbteiedinthe5laEsdCe1(omis. B.VarMywb-pndu�ndflnNqredeslnrouphesededfroaerp�opsrypreperoA•
' � ..�:_... � ��.
tt
2.3 TOPSOIL
t
TM�� B.P4nf rnemrid In ecmrdanoe wiTh the fdbwi refeience SP��na whe�e APPlcabb: � C.V
. � -...�'. � .1e FIELD�UALITY CONTROL =-.a-::a+s�•�s.a.�,n ,,...�.:.., :. �9 . �Y 9�ades wlth Arehttad.OwnefE Rep�eaenCSWe nrr��=aneral Contracfor bslors eanmmcartwrt d pMMhg,p�s(a�fdylt fm�d�OeMg�tl MYAL . A Amend sidMYq aW wM COmpo�t . � . .
� ��' 'r".. w ��-b - �
1. Ths Caitracior she�IFYd�ind a�M tll�f�1D NnM br�,l� . ,:.�.� ` :... �`.:.�. �:.... 1. 'OrrrmeMal Evergreen and Deciduous PIaMs.Nursery 3tock Stendarda for tha DePartrneM d Agrlcullue'(Order No.12�29.1Y.10.1320.1321.1322} i D.Give appropiste notke of edvene Eralrnps mnAtlons. ,. . 4.� LIME � i
A AqustrnerrtotUieSyat�em
'.. bplMnMn P�md to W'M"•�Y�M'�s.�wd�'M.end b�Adnps as nuch�s 0��� 2 'Americen Standard tor Nursery Stock.'(ASNS),amerrt edltlon. . , -�� ,.� �
��, 2. M it b datenninetl thet eEJustrneMs M the irtipetlon eQUIPmeM vAll p�ovida proPer and ma�e eEequate covxepe,the CarN�,tor shell mab ari�qu4nsi0e P�b P�4�#���� 9. Fioitus II�.eurrent edition. ' ,, E.OM appropAsOs notke of conLrtirmr�discerdeA by olMr tredes�such es thinner�cemeMitlous P�oducls.eiM tl�e like. A ASTM C 802,Clep T,qlaTh�el Rrne�Eoro. �, ' .
chergee In noab slzea end degrees of erc. 1. Plent nemes ahall conform to the letest etlitlon M 5fentla�dhetl PhM NsMes'as edopled by M�lon JdM Comr�llee�HoltlqAhre Nort�leWle.
S. All aprinMer heeda shall be sel perpendlculer to flnish p'sdee uNe��oUwwYe Owlp�aDeA m tha d�awYigs. � �� 72 FINI3H GRADINO 2.5 COMPOST
�. C.FerMizer Conbnn b CalHomia 3tate DepertrtieM of Agriculhna Laws end Fetleral SpedMcetlai 0-F-241 D paMsining to caMiaidsl ferHze�s. , -
' � A Finkh prade�A PYMI^Y.Nwn enA migh eeeded aian e�M 11ne pade es mry bs nemaery or IncMeMel Oo all Plantl�p ope�atlons.EsCe611sh Ilnkh 0�4dea In ecoadenoe wM abvalbns ahown In tlis O�exArq�, A.minw.Nlly campoatad veyetatA�e rtm0a�id.
. . B. Testlrp d hrqebn SyMem: . . � . . .. D.Seed:Carhxm to USDA nJes fa aeed cartlNeatlon. � Inwrinp thet no podcets nor a�ry othar surfece obatrucilo�re to podtive Areilrepe se preserA.Ir�sure positiva Erelrrepe awey fiom buAtlirq. �
. �. . . 1. The Contractor tlW tequst E�s psMnos dels la�d�eps NN�Med Y�wrllhg at kest 9 buNneas deys In ativenee M hell�, 7.4 ACTION SUBMITTALS �. B. 3ubgintlee sMA be esfaWlsheC at the blowhp depCr below IIMsh giede: 2.6 MUICH �
. � 2. Test all pressue Ilnes under h�M�osLstle presw�s d 150 pouMs pe�sQueie Inch,entl qove watertlgM hx 1/2 hourwMh rr�m 5 pel loas. � A(3rountl bsrk Tree oiwsetls,aeeA or other eoMaminanfs.S�e iange:72 b 7-7/4 Mciw(12 b 321nehes} ..
, 9. Sustaln presaure In Ilnss tw nd lese then Mro houre.H baka devebp.ropla�e JoIMe antl ropae[test uMll enGre syatem Is pr�sn waNrtlght A.YVtlhin 90 Aays aller eward of eantrar,t.aubmlt dowmentatlon thet aA pleiri meteAal,ssed,and sod has been ortfered. �, ' 7. RaMinp Arers wlMin 10 kM(9 m)M bulldinga:8 IrwMs(Z00 mm),coirelstlng of 8lnelbs(150 mm)topedl end 2lndies nxAeh(50 mm)
� 1. NI hytlrostatle tests sha%6a made only In 1M proaenee of Me Lendaeape Arehitect.No plpe ehell be beckfllled untll tt hen besn rsviswed,�pEed enA eceapleA In wrN4g. ��.. ,
5. Furtdsh nece.asary force pump anC aM oV�er test equipmerrt. �. �. 2. OTher Plentlrp A�aes:B Inchas(150 mm),oonsistlrq of 4 Inches(700 mm)tupedl entl 2 Inches(50 mm)rnule�. 2.7 BONEMEAL
� 8. When the landscape krqadon syatem is mmpleted.perfam e coverege test in the preser!cs d ttie Lendawpe A�chibct Ob delemYne Mthe walsr wrwaps iw plantlnp a�eas b m�41eb and adsWeEe.Funah B. SubmR far�evbw 1M fdlowhg Itoms: �, 'i 3. Rough Oress:Finish prade all rtwgh grass erees using on stte meteriel. .
all materiale end perform ell work required to corted arry inadequades of cove�age dua to deviatlons fian plans,or whsis,ths ayatem ha�been wllfuN instabd as IrMleaOed m tl�a Drawkqe when it ia . I 4. Lewn Arees�4 ind�es(100 mm). A.Commerdal./nw.Msly ground;rtYnlmum d fwr 4% nt n eM hventy(2096)perosM phesphak edd.
t. One quert UOP�dI sampk for eech type apecl�ed. ( )Ps� �9e^
abviousty inedequete,wNiout bnnging this Oo tha eHention of the LenCscepa Archftecl or OwneYs R�Iivs.Thie tegt shdl 6e eaarpli&ietl belae arry grou�d cover is pler�ted. p, One quart muleh eample. � ��� C.Acdptebls ToNnnce:One ineh(25 mm)plus or minw thrtwghout,12-Ineh(72 mm)adJaceM to paWrp or a6uciu�M.
- 7. Upon mmplation of eech phese of wak,eMire system she%be leeted end edjustetl to meeeit si0e iequkertierha. 3. One Quart comp0et sempb. � � 2.B SUPERPHOSPHATE
77 MAINTENANCE � D. PAa to pleckp topaoA In erees,thoiotqhy rotoM all plerfirp and Iewn erms tD s deplh d 8 inchee(150 mm). Place mpaol unHarmy over entl�e aee„end rotollt tp e tleptli o/B irwhes(150 mm�h�ca{wratlrp A.CommsreM.Phosphets mbN�re,adtAN;minimum of twenty(20%)psrceM evellehls phoephdlc acld.
C.Submit 3 wpks d ple�np echedub ahowinp achedubd dates for each lype bf ple�rg b eedi a�ea d a1Ea wmhln 30 deya eAer eweid of co�trad. emeMmer�end subsdl wtth topedl.No tNling Is�equlred In rough seedetl ereas.
r � A The eMYe irtigaUon system shali be under Tull auta�ellc oparalian far s pwbd of 7 days pibr So a�ry phnUrq. D.gupmK fouma arp prppoeed{ertpizefa IndudMg mernRadmefs wt aheets. ��� E. Rake,lbat,drag.ro�,and perfonn all neeeseary oparelions to iemove wrface IrteguleAMee end Eo povide a flrm.nnnWh auAace wtlh poaltive aufeoe drai 2.9 COMMERCIAL FERTILIZER
., rregs.Rertaue ell rotks,sddq,aiM o1Mr debAs ans
� Inch(25 mm)end Ierper in plaMlnp le�m erees end rough seedad aims. A.CommerGMyrade compbte tertillzer d neuh'el chereeter,conslstlnp of hst-end slow{eleeae nl4ogen,llRy I509G)perront derlved hom ndurM nic d ureedam,
... B. The LandscaPe NehiEect a Owneh Repreeentative rebrvea t�s�I9M to waNe a shaUen the operatbn PeiioO. 1.5 SUBSTRU�lONS . � ii � . P�P�R�antl paAsaslun In Me
18 CLEAN-UP F. Oiade u IrMkaMC Mer irremllatlon oi topadl and muleF�flush with adJecent atefaoes uMees oMervWe apedlbd w de�llad. follw+i�g compoaition:
„ A Approval d w�ati�rtlon6 wNl be made ony In exceptlonal easp when tlx Co�traetor wbmlh setisfeetory evidenee Md,tti rq feWt d his own,spsdllbQ or�OCbrvrbs appWed Ibrrh mmqt be ab0ained in 2.10 WEED-CANTROL BARRIER
tt
A Cberwp as each patbn of woAc p�oprsesee.Re�mve nfuae and exceas Cirt han the aNa.Sweep or weah all walks and pMng.Repek a�ry dempe wslelnsd 90 the wak d others to aqMd mndlEo�a time to evdd deley of the work.In eny wa,substiNtlona are au6jeet b aaeptence by tha Landxepe Arehilee[,Pxnela Reqenentetive and the CRy of Palm DeaeR 3.3 PERFORMANCE
B. Tres and sMuW Of lergar fim meY be used H ae�epteble b lendfeepe Architett erM ONners RepreaeMetive.and H slzBbbt roW!w be�l aR Ina'9eled P�P���Y. A.PlaMing Tim�:PMM 4ees.ahn�bn and grouMl COve�s Ou�lig peA006 whlCh M9 rartMl fol'suCh wOrk.e6 dMertnh�ed by aeslOn.weetlix conAtldw.MM act�ed p�aelke.At ihe oWon and on tlro full A.Pdypiopybro a pdyester non-woven fabAc,3 oz.P«e9�Y4����9 P�sQ.m)minkiwm.
19 PUNCH LIST REVIEW PRIOR TO ACCEPTANCE
responsibility d ths Contraeta,plantlrg operations may be coiMucted u�er unaeesonable condidan wMhaR addidonel compensation.
A The CaMrector ehell ope�aM eaeh system In Its entlrety for the Lendsaps Mehlbc[et tlms ot punch Ibt rovbw.Nry Items Ay���pfeyle py tly�rlewer shN hs�sw�orksd Lo ths cenpNb atleh�tlon d �•e PRODU�T DELNERY,S70RAGE AND HANDLING PART 3 EXECUTION �
B. PIaM LOcelbns:
the Larnlscape Architect or Ownera R�tive. A DeMrer pxkaged meleriela in eoMainen ahowlrq wnigM.aneyals aM rome M manufectu�er.Pioteet mntedela hom dele�tyretion durirg delhrory end whRe a[ored at Me sl�. 3.7 PLANT BED PREPARATON
1. AIler pla�ert�ent M Eopsdl.stake 4ee locetlons and Po�shnAe above p�ouMl an Per dfwUqa for apprwM. If g�oimd poslHai Is mwe tlron 1S Inchea(4�rmm)fiom Pien Ponitlo^.eoneult wMh laMxape
B.TheCoMiaetorahallahowevMerrosbtheLantlxepeAichlGdaOwnMSRepreeenlativeMattheUn�arhasrocelvadera�.tl�ry.isepy6awlrqs.enEpdpnrtr�equlra0bdaelhWiavlswnn B. TreesarW3M�bs � , NehileclaOwnelaReproaenlativebefaepio�eeding.MakeminorfleldadJustrnentatoevoidobstruc5onatoplenS�wchasirtigeGonequiprt�M.LendaoepeA�chitectaOwnarsRepreaeMedvereserven A.Loonenub-p�adeMplaMl�bedar�sEoartdnlmumdeplhoT8lneMs(1SOmm).Removeslones�rgertt�en7-721nehes(38mm)MeryQrtiendona Astleks,ioob.niCbbti.arMottbreuhannousmeterlab.
��� � Me rigM to Tsld adJuM p1aM beaibns pria to plantlng.
1. RwIEe hesHy dup trees�nd shnihs.Do not uae heee a shMs w1Ych hdve Eeen Y�add stange a heelad-in. �� 2. M plante a�a iequired tn have positively diainin9 Dils.DayIIgM pleMl�g qls.add dralning awales or wer e:cavaEe eM bedcMl wflh giaval lo proviqe well.drah�ed conditbne. Muc in 2-inch(50 mm)depth of composl iMo toP 6 irw�hes(150 mm)�sdl.
C.No raNew w�l commance wMhaA as-0uIR tlrewlrgs.In tlie event tlie Con6acta celk for en�evbw pAMiout ee-0ullt Ba�Mrpe.MAIM�R carplslYp D�N mbd canatfare�a wllhaR papeikp Ihs sysbm kr 2. Do rrot pnme prbr to dalNery.Do nd berM a dnd-ib traes or shiubs In such e menixr m M Oemege berk�deek binnehes or tleshoy neturel shepe.Provlde p�olecHve couMrp dulrp delvary. .
review,he shel 6e resporoible Tor relmDuroing the Mdilteet at the rs4 d 2-1/2 tlmea the rror•nal olflce houry rate per hov ppyl4o poMl(qus trenepardeon caeN)for tt�e Y�mmenbnoe.No Nrtlid revbws w� g, pelNer treee and alxubs efter preperetlorre for qarNrq heve been completetl end plent immadiately. H plenting is tleieyed moie than 8 hours a}ter delNery,eet Uees entl sMubs in shede,protect fiom C.PleMing T�ees� 3.2 EXCAVATION FOR TREES AND SHRUBS
be scheAuleA unM thla chaiga h�been peM. weether and mecharncal damege,end keep roob moist. A.ExceveEe plb w�lh vertkai sidea fnd wilh bottom oT exeavatbn slghtly relsed et center to essist drelr�e.F�ccaveRe ePpoximetey 1-112 tlme��e wlde as�belt diametx.Loonen hmd aubaal in botlom d
0 EXTENDED MAINTENANCE � t. ExeaveEe 6es ptls twice the damata�of tha root bell.ThaagMy scerify bottom d pKa by ahwsl cuttln9 to a AepTh of 12 indas(300 mm).�idss bf pRs MreA ebo ba shoval aR to he��oat pene4atlon.H e%���� � ,..
C.Do nat remaro c�inergiorm a�odc hom cmlaineis urtN plaiNng tlms. , bed�oelc Is enoounterad.mound soil eiound tree a idoeate as dhected.
� 2. Place hae in upright posilio�in eenter of pM,relees�raot covering or sprseA roots. Roob of 6ess ehell bs so placetl es to Mve e netaal aprsad snd diehlhution end plentNg mbc ahell be eerMiAy,Ma�oughy 9.3 PUNTING TREE3 AND SHRU83
A.In eddltlon to tha melrRenanoe raqulred uMll flrrel axeptance.provMe Mpetlon mslMenenoe far e perlod ot one yeer eRx Miy�dtlis e�AYe poJect fa dl new ard e�delYp modlled wak per DNklon 2 D.Seed:SIOro eaed as re��r�nded by auDD�. ',.. pecked eM puddbd amiMl them.Teke ca�e not W��Jure ioot system whlle badclAling aM compeetlng.A1ter water eetlles,1111 egeln wtlh plantlnp mtr and weter compect to e grade of nol more than 1/2 Ineh _
Set�ion'Lendacape aM IMgatbn Melrrtenence'.. ���. (12 mm)�Ipher than Me original beA. Leeve aoil dished around the tree 1w watering puipoeea 1a trees,whkh aie xale�e0 by bubders ony. A.Set stock plumb end in ceMer ot pR w 4enCh wkh Oop of bell relaed ebove edJecerA Ardeh gredea.FertlRze et menuPecdners recamnended reY.
E. Sod:Proteet pelNb d aod Oom an.and waEer thaoughy. ....�. 3. Ezte�4ee pite as required to albw for p�oper dreinape. �
'�, 4. Fertilize dees et the specified rate applied unilormly arourM dicumle�erroe d root apised under e cover of 2 inches(50 mm)d plerAfrg rM�c.Stekq erd guy 4eea imrtiedfetely allar plantlng as per almWard 8A TREE AND SHRUB PRUNING
7,7 JOB CONDITIONS '�, 0efeil.All wppoits and trees shall sfard vertcal.
END OF SECTION 02811 A Immlbr must ceomins IM s�trgrada,vaAy tM elevatbns.end ohaerve the rbndHbna untler whkh wak Is to bs per�omwm Do nol procsatl wNh 1M wak untll unaetlsfe�eory mnAltbns hwe bsen oorrocMd In e D.RaMing Shnb�entl GraM Cover: A.Pn�ro.tttln,erM shepa traes end shrubs acoordirp to atnnderd horticulNral prectice.Prune treea lo Main requlretl heipM aM aqead.Do nd cut fiee :remore any InJuad w daed bienches from 1bvroAng
trees.Prune sh�ubs b retein neturel character.Shiub s¢es indicated ere alze ef[er prurring.
menner ecoepteble fn IM tntaller. . �
� 1. A1[er topad plknrtieM and apprwd W 1lnieh grade,excavete{�IeMlrp podcefs et beatlona�hown on Drewlnps entl as AheCEetl to a Asmetx of lwke the rool apreeA arM m a tleplh 1Mt wAI Inaae e 31nch 9.6 PUNTNG GROUND COVER
(Thla P�e hMentlmaAy Ls4�enk) B.P�ooeed wllh arM oortiplete Me landecape work es rapktly es P��e oi the she beeome avellebb�worqng wMhln the aeaaohd Ilmttalbne M eech MrM d Ier�eaPe wdk iequlred. (75 mm)wahbn of eompected plantlnp rt�c below tlx root beA.
2. Set pleMs uprigM in center of hde 11ush vMh Mish gre0e.ieleaee mM eovering a ap�asC mob.The mMa of tt�e plarrt shell bs qeosd as to hevs�naWial apeetl end dbtrlbWbn.BeeIdIA wMh apeeMeO A Spece 24 inches(BOD mm)apert,ur�othenvise iMicated. Dip Frolee�ge enwg�b eAow apreadinp of roMs.Work edl amurwf mob to ellminak eir a�W lesve a slpM emker indentalbn arpnM plaMs
C.DeEemiine locetlon d unda�g�ound ulillllea aM perfmn work In e memrer rv�k:h will evoid possible Cemege.Hentl�txvem.es raquired,Eo miniMze poeabilRy oT demege Do uitle�g�oiri0 ut�Fdes.Melr�Yi pla�np mix b flnish grade.warking s0il well eround Me roots antl heel tamping to eompeet badeNl antl provide aRpM tleqession es wa0eiinp aeuqer.Ceie shall be taken rqt to inJuie the root eyatem whfls to hdtl weter. Fertilize et manufacturefs rate.Water thorouphly after ple�rg,tekinp cae not to cwer pla�rt aowns wBh wet aol.
piads slskes eet by othera ur�l�emovel is mulually agieed upon by all pxties conoemed. . Eeckfllling end mmpecting Me ple�ng ma.
. �� 3. Fertilize at the specfied�ete applied uniformry aiourM the d�cumferance d the root spreetl urMer a cover W 2 inehes(SO mm)d plentirp mbc.Pleht pourW cover plerhs ffi specing indkxtad in NrelpM,eveny
D.YVhan oonditlons d�imenfal to p1aM gravM are eneountersd,sueh as nbde'�R,advene dralnage crondidons,a obetruetla4s,rotly Landsapa ArdNEeet and OwneA RepeseMativs betoro plarMng.Take arry speced,fianpulated rvws. FlBt row of g�ound eover at 72 inches(300 mm)fiom peving or w�b unless othervvise noted. �
� steps requi�ed to imqwe drofnage,Indudirg mouMirg eround 4eea/shrubs,dayaightirg pNs,and adJusVnente lo locations wilh owner approval. END OF SECTION 02950
. E. Prunirg arM Repeh:
D.Plaik a IMall mateAab duing nom�al pleMirg e�sone for meh type d landkcape wak roqulrod.Cortelate plantlng witli abaclMd mehKenaros pa�lod b povWe mdr�nence for ons year efEar acoepfance by � .
tlie owner. � t. Upon canpbtlon d the worlc under this caNed all hses ehall be PNned aa dhscOsd bY 1hs LendeG4e A�chilect and Ownsra Rep�IM end a�ry p�Jurba repel�ed.
� �� 2. Praninp shell bs done in sueh a menner ea nol to elmm�e ihe naturel habk a ahape M tlie plaM Requi�ed plaM sizes are tlie slae alEer punlnp.qry q�shall be mede Ilueh.beNig no aMs.On aA uM (This Pege IriterRlorrely l.etl Blanit)
r�
E.ProNde aN neceasery selequertls,ea approved enNa requhed by the landsdape Archttect and Ownela RepreseMaUve,fa'the prMectlon d aR plented a�eas wdN MM revkw/axepCmee b ecmmplNhed,a for wer 3/4 inch(19 mm)in diameter en0 bruiaes a scros o�Ma berk,Me inju�ed eambium shall be trs�ed bedc to living tissue end ramwed.Wwmqs shell be smoolhed aM aheped so es rrot b iatain watx,
such time se it requires to assure vigomus eatehRshmeM oF the pleM me6erial. . and the treeled area shall be coateO with aDG�ed tree'e'uu�cortqountl. � �
1.9 GUARANTEE ���. 9A MAINTENANCEIPUNT MATERIALS �
� A Gim�s�es trse�.ahn�antl ground cover for e peAad d orro yeer eRer dets bf aocsplenos age�nst defecln induA�dselh��arM unaatiafectory yrowlh.suppt for ASMcb reaAtlnp hom nepbet Dy Owr»r.adns A.Bapin malnbmna fMaNn9 ImtallsUon d�aeh UeslsMb.9iound eaver.v Mm aren erM oahYwb as Tolloxa urM�1hro1 eoceplanee:
w demags by othsra,or unusual phenomeiro a incidenfs whkh a�e beyond Lendsceps Contreetors control.Replece all deretl plerKs anA plerris wBh numeroua dsed limbs in 1M aeme aize p thoee originaAy
p1eMeC. B. Inelude wMMnp,wsedrq,alHvatlrg.sPrsYhq�fertll�l+�0.maNn9�r9��^M9�entl repelAnp d afnkes,rerroval W dsed ma[erlele�Mosbn rspslr�rus�fi^9,��.��9 P�Ms to P�P«9��� .
� �a�eM{asltlon�ana omer ieyu�rea operatlore�o fiwquently es naeded.
B. Seedad/Sodded Lewn Ar�e:Ouerainee a teleWely uniform,acoep�ble afe�htl oF 9rase wNh no bare apots over 31nch(751nm)equse In meded a eo00eC areee at tlrtie of punch Ilst�evlew.Re�.In the
manner originally spodfled,arry aree whith fails to Vigorously establish a uniform sterM for any roeaon whahoevx.FA to�nish grede wXh appmved bpaoN and reae9A a rtrsod ell areea whlCh lvidenee C.Protxt enA mdrKaln uMil aocepfarros d ths proJett,a apresd Qn vrtMkq)pertleFaoceptenp.
eeltlement.Repeat as roqulred uMil Brrel acoeptence at Contraeta's expense.
�� D.Replsee arry v�ndslhed plaM meterlNs untll ths work Is acospteA by Ownar.
C.Renqve atul�edece Oees�shrubs and growM covx founE to be dead or in unheellhy wrWitlai durlry gueraM�ee perbE.Plant mhdny 6eee�ahMs and plarna.Meke�aoe�rbnh during powlh seaeon � �
� kibwinp md M guarentee period.Fumlah end p1aM replacements whkh comply with re�inmenin ahown and spedfied.Abo.ropeee treee and ahniba.wldch are in dabtlul wn6tion ffi and of guerer�e E. M aoon es conditlone perrNt wlthin normd qentlrp eemm�.�emove deed a unaetlshe[ay plerKs Trom sl[e.as delermhbd by the Lendacepe ArcMEeRt or Owne/e Rep�eseMative. Rep�ce�enaved qertln wMh
. period.unlees.in Me opinion of the Lendaeepe Archtteet and Owner's RepreseMetive.ft is adviaebla Do eMend gueren�ee period for a full prowi�q seeson. new spedmens(at IarMacaps subcontrectoYa e�enxl.Refer to C�iernrMee under Pert 1. .
�� D.The L.endacaGe MchRxt ard Ownefa Rep�aeMatNe rv11�eNew at the end d ths exlended gua�ar�e Pe�iod.M any.lo detAnrine acceptance or rejectlon. F. Wently roplacems�eM teke whatever nsossaa�y steps Oo p�event slmler dertYse d pleirt rtmhAsls.
.. E. Ragh seeded a�s�Guerarrtee e�elatNely uniform.axeplable afand d greaa wMh no bere apob over 12-i�h(900 rtm)k�uen M rire d purkA IiN�evlew.Reeeed a�ry sees.whkh Tall lo vk�oro�ny eMaDlish G.MelMdn b�nbrs rouM eeeded entl sotltled e�aes untll establlshed,tlbn�emwe Rom eRe.
�. •uMfonn stend la e�ry reaeon whHlsoeve�.Repeat aa�equiied uri61 flnd acoeptencB 9t Conheders e�enee. .
� 1S CLEANINO
. ��.�'�, A Delly Cbenup: KesP si0e e�ees elaen.naet artl artleAy:
R I I
* I I
R �.��....,.
,, BENCHMARK: P.D. #118 ENGWEER CTY LANDSCAPE ARCH SEAL CITY OF PAL_M CESER � PLAN CHECKED BY:
�� p „ � REv�s�oNs C U M M I N G S C U R L E Y ANo A S S 0 G I A T E S, I N C �EPARTMENT oF PUBLIC woRKs �,;,.,�'�� CITY OF PALM DESERT 5
D ELEVATION: 218.01 FT DATUM: NGVD29 MARK B DA-E ' APPR. D�ATE LpNDSCqp
�G� F.q,Q L A N D S C A P E A R C H I T E C T S . SHEET
' �' �°"•r APPROVED BY: �`
LOCATION: 3J5' UCS&GS BRONZE DISC IN CONCREfE MONUMENT � y'��`��• tio. �'� 3833 LONG BEACH BOULEVARD,THIRD FLOOR fi LANDSCAPE SP CIFICATIONS
' � WELL LOCATED IN THE SQUTHEAST CORNER OF CONCRETE BRIDGE o 0 ,� �`� �':
ON HWY 1 1 1 OVER PALM VALLEY STORMWATER CHANNEL, AT THE �.`'� ; �o� LONG BEACH, CALIFORNIA 90807 CIVIL
DIAL ��� Two woRK�N� � �' TE�. 562.424.8182 PARCELS 1 AND 5 OF �'ARCEL MAP 24794 oF
BEFORE , ��, DAYS BEFORE EAST END OF CONCRETE STEM WALL, FLUSH WITH TOP OF WALL � cA 3sas a,z so i oo NV 578 CLARB 319 BO CHEN oarE �� ' SHEETS �
YOU DIG ?1��� , YOU DIG gASIS OF BEARINGS: THE CENTERLINE OF STATE HIGHWAY 111 � �,� * CITY ENGINEER TRAFFIC � ;;. TOYS R US PAILM DESERT
SHOWN BEING N 31'06'S3�" W PER PARCEL MAP N0. 24794 AS � PREPARED UNDER THE DIRECT SUPERVISION OF: R.C.E. 64819, EXP. 6/30/2Q11 CITY FILE NUMBER
TOLL FREE 1-800-227-2600 �Z�'- LOCATED IN A PORTION OF THE SOUTH HAL OF SECTION 19, T5S, R6E, SBBM
PER MAP ON FILE IN BOQK 161, PAGES 5 THROUGH 7 OF PARCEL
A PUBL�C �E�V�CE BY MAPS, RECORDS OF RIVERSIDE COUNTY. �r�rF oF �A��F°��`P DATE: , ■
UNDERGROUND SERVICE ALERT GREGORY R. COOKE, R.C.E. N0. 39478 EXP. 12/31/11 REVIEWED AND RECOMMEND�D BY: DATE LANDSCAPE