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- � (626) 275-6800 (626) 275-6801 FAX
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���� 9/19/07 ADDENDUM 'A'
PALM DESE RT CALI FORN IA 92 260 ��� �
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CDURTNEY+ LE ARCHITECTS �
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801 S. MYRTLE AVENUE • MONROVIA, CA 91016 L,
PHONE: (626) 275-6800 • FAX: (626) 275-6801
PRINCIPAL: JOHN LE ���� .
PROJECT MANAGER: NELSON B. ORQUEZA �� � ��
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DEVELOPER: CIVIL: LANDSCAPE: STRUCTURAL: PLUMBING: ELECTRICAL: MECH . & REFRIGERATION: �
The Bergman Companies S.V. Engineering Consultants Lawrence R. Moss & Assoclates, Inc. JKL Assoclates Structural Eng. Mechanical Building Systems Engineer Advanced Systems Engineering, Inc. Southwest Refrigeration Inc.
13745 SEMINOLE DR. 32605 Hwy 79 South 3458 Ocean View Boulevard 324 E. Foothill Bivd. 31332 Vla Collnas St. 13555 Automobile Blvd, 1844 W. Business Center Drive
CHINO CA, 91710 Suite 200 Sulte 204 Suite 112 Suite 3
Temecula, CA 92592 Glendale, CA 91208 Arcadla, CA 91006 Westlake Village, CA 91362 Clearwater, FL 33762 Orange, CA 92867
PHONE (909) 548-4147 PHONE (951) 694-4824 PHONE (818) 248-5200 PHONE (626) 357-5225 PHONE (818) 735-5551 PHONE (727) 540-9396 PHONE (714) 289-8200 '
FAX (909j 548-4271 FAX 951) 694-4713 FAX (818) 248-6574 FAX (626) 357-6674 FAX (818) 735-5554 FAX (727) 493-4415 FAX (714) 289-8270
CONTACT Matt Sliwinskl CONTACT Erlc Saenz CONTACT Torl Kjer CONTACT Kris Leonard CONTACT BIII Booth CONTACT Harold Scolt CONTACT Greg Herr
EMq�� msliwinski@thebergman.com EMq�� ErlcSaenz@svengr.com EMAIL torl@Irmassoc.com EMAIL jklassoc@earthlink.net EMAIL will@mbse.com EMq�� Harold@ASE2000.org EMq�� gherr@southwestrefrigeration.com
ABBREVIATIONS : PRUJEGT INFORMATION : MATERIAL LEGEND : SHEET INDEX: BUILDING SAFETY REQUIREMENTS
A�. A�o�sT�� FT. FEET OBS. OBSERVE PROJECT ADDRESS : 72885 HIGHWAY 111 SHEET INDEX CIN OF PALM DESERT SUPPLEMENTS
ADD. ADDENDUM F.F. F�N�sH F�ooR O.C. ON CENTER PROJECT DESCRIPTION : RETAII GROCERY STORE SECTIONVIEW: ELEVATIONVIEW: CONT. CtTY OF PALM DESERT SUPPLEMENTS
A.B. ANCHOR BOLT FIN. FINISH OPG. OPENING
ABC AGGREGATE BASE FixT. FixTURE o.A. ovERn�� SITE ZONING : GZ - , _., T •••••••••••••••,.•••••••••••••••••••�••�•�•�••••••• TITLE SHEET 1, THE FOLLOWING GENERAL NOTES MUST BE PLACED ON THE PIANS, PER PALM DESERT POLICY:
couRSE F�. F�asHiNG O.D. OUTSIDE DIAMETER OCCUPANCY : M I I=I I I=I ` . � TS 3.1 •••••�••••••••••••••••••••�••••••••�••••••••• 7Yf'ICAL ACCESSIBILIN NOTES LANDSCAPING SHALL BE INSTALLED PRIOR TO REAUEST FOR FINAL INSPECTION.
A/C AIR CONDITIONING FLR. FLOOR QF.S. OVERFLOW SCUPPER I I I=I I I � � � TS 3.2 .........................��....�............. iYPICAL ACCESSIBILIN NOTES � 3. 1HE FOIIOWMIG ARE UrNQUE CIIY OF PAL1M DESERTRECI�tB�EMS:
ADA AMERiCAN DISABILITIES F.D. F�ooR DRAW CONSTRUCTION TYPE : V-NR TS 3.3 •••••••.•�.•••••••••••••••�••••�•••••�.•••••• 1YPICAL ACCESSIBILIN DETAILS - PLEASE PLACE iHE FOLLOWING NOIES ON THE COVER SHEET:
ACT FwoR. F�uoREscENT o.F.o. o�ERF�ow oRA�N FIRE SPRINkLER DESIGN : DESIGN/BUILD �T� P��OOD BRICK BRICK srucco - �R+'►�cFwrc�uNsw.u►naron�KooFara�aa�a'
aDD'N. ADDITION FTG. FooTING /E.I.F.S. TS 3.4 .••.•••.•••.•••...••••••••�•�••••�•••��•••••• iY�ICAI ACCESSIBILIN DETAILS - ALL CONiRACTORS AND SUB-CONTRACTORS SHALL HAVE A CURREM CITY OP PALM DESERf�ESS
GROUND FLOOR AREA (EXISTING): 14,400 S.F. °R��°°'r�i"E caa�"°s�u
a.F.c. aBovE FiwsHEo FNo. FouNonrioN CNIL LICENSE PRIOR TO PERMIT ISSUANCE PER PALM DESRT MUNICIPAL CODE,TITLE 5,
CEILING FR. FRAME PTD. PAINTED DESIGN CODES : ZOO� CBC, CPC & CMC� W�C ADOPT � � � 8E tW1DE ACCESS�LE bYASTARWAYORUIDOER PERMMI�'IRY �
aF.F. AeovE FiNisHEo FRP. FiBRE c�ass PG. Pa,GE SHEET 1 •••��•••�•••�•••••••••••••••••••••••••••• COVER SHEET - ALL CONTRACTORS AND/OR OWNER-BUILDERS MUST SUBMIT A VALID CERTIfICATE OF W�R'S FASiE1�D TO TF�EULD/dG PER PALM DES�tT ORDNAI�#181.
FLOOR REINFORCED PLASTIC PR. PAIR THE 1997 UBC� ZOOO UMC� ZOOO UPC H( POROUS FILL FINISH WOOD RIGID INSUL. MASONRY WOOD SHEET 2 •••••••••�••••••••••••••••••••••••�•••••• DEMOLRION PLAN
A.F.G. ABOVE FiNisHEo F.H.c. FiRE HOSE ca6. PN�. PqNE� COMPENSATION INSURANCE COVERAGE PRIOR TO THE ISSUANCE JOB BUILDING PERMf PER
cRAOE c. cRouNo PTN. PART�r�oN 2001 CALIFORNIA AMENDMENDTS �E•�•F•S' SHEET 3 PRECISE GRADING PLAN ' SUBN�A ROOf EQ�EMPIAhORM DETAL COf�ORM
.........................................
� � � � CALIFORNW L4BOR CODE�SECTION 3700.
AGG. AGGREGATE GA. GAUGE d PENNY TO FALM DESRf ORDNANC�NO. 192.
ALUM A�UMINUM GC. GENERAL CONTRACTOR pL PLATE � LANDSCAPE - ON THE COVER SHEET,NOTE THE FOLLOWING PALM DESERT MUNICPAL CODE REAUIREMENTS:
ca�v. cA�vaN�zEo 2004 CEC W/C ADOPTS 2002 NEC AND THE a. i►+E cmr eu�o�c oFHcu ro r�vEw�oF
n�T. a�TERNATE GD. GRADE PLBG. PLUMBING ��,p�................................................ IRRIGATION PIAN APPROVED TEMPORARY SANITARY FACILITIES(I.e.CHEMICAL TOILETS SHALL BE ON THE CONSTRlJC110N SiiE
ARCH. ARCHITECT G.I. GA�VANIZED IRON PLY'WD. PLYWOOq 2004 CALIFORNIA AMENDMENTS ASPHALT PAVING ROU6H WOOD MASONRY� SPLIT FACE GLASS
ASP. ASPHALT GL GLASS PT. POIN7 /ROADBED MATL CONflNUOUS CONCRETE BL K MASONRY ��•�2•••••••••••••••••••�•••••••••••••••••••••••••••• IRRIGATION DETAILS �TM�P��M��N-
nTM AUTOMaTiC TE��ER P.S.I. POUNDS PER SQ. IN. 12.01••.•.••••....••••�•.�••••••••.••.•••••••••,••••• PIANTING PLAN PRIOR TO RE6IUEST FOR FIRST INSPECTION). HEALTH AND SAFEN CODE,SECTION 5416.
MACHINE cR�. GRI��E P.S.F. POUNDS PER SQ. FT. a� � � � OO� L2.02.......................... ................ PLANTING DETAlISAND WATER CALCS. - CONiRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN UP OF ALL
GYP GYPSUM p.C. PRECAST EXIT ANALYSIS
BD. BOARD H HIGH p.L PROPERTY LINE � ` BUILDING MATERIALS. ORDINANCE NO.262 OF THE PALM DESERT MUNICIPAL CQDE.
eF. eacK F�ow H.B. HosE BiBe ■ CONCREiE ROUGH WOOD STEEL SINGLE�QRE STONE VENEER ARCHITECTURAL
BLDG. BUILDING H.0 HANDICAPPED BLOCKING MASO KY - STORAGE OF BUILDING MATERIALS OR DEBRIS SHALLL BE COfIRMED TO THE LOT FOR WHICH Tlf
H.D HEAVY DUTY R. RADIUS SPA ••••••••••••••••••�••�•••••••••••••••�•••�••••••• SITE PLAN
BLKG. BLOCKING HDN. HARDENER REG. REGISTER PER ?OO� CBC ;' ;' $p�
................................................. SITE DETAILS PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRRTEN
HDW. HARDWARE REIN REWFORCING �(F�OOR AREAALLOWANCES PER OCCUPANT SP2 ••.••.......•.....•..••.•.••.•.•.....•...•.•..... SITE DETAILS
B M. BENCHMaRK ;, ; ; PERMISSION OF 1HE OWNER IS ON FILE WITH THIS OFFICE. THE Pt1BLIC RIGHT-0E-WAY SHALL BE
HDWD. HARDWOOD REQ'D. REQUIRED SITE DETAILS
BSMT. B�ASEMENOF MERCAMILE, 30 S.F./OCCUPANT SAND PLASTER BATT INSU SP3 ..................�..................,...�.......
H.M. HO��ow META� REv. REviSION L, FLAT ROOF "S"AND"C" F1 FD(TURE PLAN MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. PALM DESERT MUNICIPAI CODE,CHAPTER'8.02.
HORiZ. HORIZONTA� R.D. ROOF DRAIN BUSINESS�AREA 100 S.F./OCCUPANT GYPSUM BOARCS, TILE SHAPE ROOF Fp ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, E6IUIPMENT COORDINATION SCHEDULE
H.P. HicH PoiNT RFG. ROOFING ACCESSORY AREA(I.E.STORAGE, STOCK, SHIPPING AREASI 300 S.F./OCCUPANT AND GROUT p�E - ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINANCE NO.toob,
H.R. HAND RAIL RM. RooM PIAN VIEW OF WALL SYMBOLS A1 .... ARCHITECTURAL fLOOR PLAN
cAB'T. CABINET EMPLOYEE BREAKROOM AREA 15 S.F./OCCUPANT � - CONSTRUCIIUN HOURS:
HTR. HEATER RGH. ROUGH Al.l . ......... ......... ............. ENLARGED PLANS
C.B. CATCH BnsiN RD. RouND WALL DESIGNATION: NEW: DEMO: EXISITING: Ai.2................................................. DEMOLRION/SLAB PLAN OCTOBER 1 THRU APRIL 30• MONDAY-FRIDAY• 7•00 a.m. - 5•30 p.m.
�EM. cEMENr H w. Ho�r wnrER RETAII FLOOR 10,694 S.F./30 S.F. PER OCCUPANT = 356 OCCUPANTS _ ,e,2 ................................................. ROOF PLAN AND DETAILS � � � �
cER. cERAMic PRE-FAB COOLER OR FREEZER WALL ^^^^^^^^�< SATURDAY; 8:00 a.m. - 5:00 p.m. SUNDAY; NOTALLOWED HOIIDAYS; NOTALLOWED
C.I.P. CAST IN P�ACE sc� STUCCO CONTROL ACCESSORY AREAS . . 2226 S.F./300 S.F. PER OCCUPANT = 8 OCCUPANTS •'�---�y�- ` A3 ................................................. EXTERIOR ELEVATIONS
CG. CORNERGUARD �D. INSIDE DIAMETER JOINT BUSWESS/OFFICE AREAS, 95 S.F./�OO S.F. PER OCCUPANT a � OCCUPANTS fRAMED LOW/PONI(WALL -- ------ A4 ......•.•.•.•••..• REFLECTED CEIIJNG PLAN VIOLATION OF THE ABOVE WORK HOURS IS A CRABLE OFFENSE UNDER PAIM DESRT A�CPAI
w. iNCH scR. scREw BREAKROOM l49 S.F. 15 S.F. PER OCCUPANT = 10 OCCUPANTS
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CHAN. CHANNEL INSUL. INSULATION SECT. SECTION � DOOR AND FINISH SCHEDULES CODE SECTION 9.24.070.
A5
c.�. coNrRo� JOINT FRAMED WALL TO B.O.D. � --------- AD1 ................................................. ARCHITECTURAL DETAILS f ;C��_`_: . .___.
coNsrRucTioN iNT. iNTERioR sE�. sE�Ecr TOTAL=13164 S.F. TOTAL = 375 OCCUPANTS �----" --- '
Nv. iNVERT S.E.S. SERVICE ENTRANCE AD2 ................................................. ARCHITECTURAL DETAllS - PLFASE NOTE ON PLANS,CONDESNATE SHALL BE COLLECTEDAND DISCHARGED TO AN APPRC�ED PLUI1�t�(" --" - -- - �-'
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JOINT SECTION
FRAMED WALL � ---- -- AD3 ................................................. ARCHITECTURAL DETAILS
CL. CENTER uNE FIXTURE OR APPROVED DISPOSAL AREA. REFER TO CMC SECTION 310 FOR ADDtfiONAL REQUREN�N15 FOR
CLG. CEILING - - - - ........................................�....... �'1� - -,- -
S"T SHEET WIpTH CALCULATIONS • �4 • ARCHITECTURALDETAILS
�nN. ,1nNITOR SDG. SIDING ■ �'�' � �' .............. ARCHITECTURAL DETNLS CONDENSATE DRAINAGE PIPING. �,-� , -
c�R. c�EnR MASONRY WALL � _. _-�--�-- ✓�� AD5 ...................................
JT. JOINT SIM SIMILAR � ' ' ' ' -
CM. CENTIMETER ................................................. NOT USED - DEVICES INSTALLED FOR THE PREVENTION OF BACKFLOW QR BACK SIPHONAGE SFIALL CONFf7RM 1�0 CPC
JST. JOIST SLDG. SLIDING
c.M.u. coNCRETE EXIT WIDTH RE�UIRED -------- ,a�� ................................................. ArtcHRecTUR,�u�ETwts SECTION 608. PLEASE NOTE ALL HOSE BIBBS ARE TO BE PRO,VIDEb WITH BACKFLOW/ ANTI SIPHON VALVE.
MASONRY UNIT SM. SMOOTH - ,
sPEC. sPEciFiCaTioN , MASONRY WALL W/FURRING �,'," ,' ,' FN-1 ................................................. IMERIOR ELEVATIONS PUB�� ..
C.O. CLEAN ouT 375 OCCUPANTS x 0.15 INCHES PER OCCUPANTl12 INCHES PER FOOT 4.68 ' ' ' - � - �
Co�. Co�uMN K.P KICK P�ATE sP�. SP�aSH -�-'�� �� - PLEASE NOTE ON PLANS,WHERE ANY 2'VENTS RUN HORIZONTALLY THROUGH WALL SfUDS,iHE N�irNJM 51W C� � ,_�_ _ � -
coNc. coNCRETE S0. SQUARE TOTAL RE9UIRED EXIT WIDTH . 4.68� STRUCTURAL - WOOD STRUCTURE s�zE oF 2°x 6'SHALL BE USED FOR THAT PLUMBING WALL. - - -
CONN. CONNECTION S.S. STAINLESS STEEL
�AM. �AMiNATE� sTo. srnN�,aRo NUMBER OF EXITS RE62UIRED 2 si ................................................. FOUNDATION PLAN
CONST. CONSTRUCTION SYM BO LS LE G E N D . SPECIFY ON THE PLANS THAT UPON COMPLETION OF THE INSTALIATION OF INSULAiION,A CARD CERIFYNG �
■
STRUC. STRUCTURE S2 ............................................... ROOF FRAMING PLAN
CONT. CONTINUOUS LAV. LAVATORY • • ��
■
THAT T I ESE REGULAl10NS
CONTR. CDNTRACTOR �DG. �ANDiNG suSP. SUSPENDED EXIT WIDTH PROVIDED S3 ................................................. FRAMING DETAILS HE NSULATION HAS BEEN INSiAILED IN CONFORMANCE WRH THE REQUIREMENTS OF TH
COR'G. CORRUGATED �G. �EN GTH Sw.BD. SwITCHBOARD � � S-4 ................................................. FOUNDATION DETAILS/GENERAL NOTES SHALL BE COMPLETED BY THE INSULATION APPLICATOR AND BY THE BUILDER. THIS INSULAiION COI�LMNCE
�o�. �a�AT�oN EXIT DOOR No. � 8-o RooM NAME TAG: ISSUED FOR CONSTRUCTION •
C.T. CERAMIC TILE T.C. TOP OF CURB
CTR. CouNTElz �TH. �A7H T.G. TEMPERED GLASS EXITDOORNo. Z 3'-O' � • TOP - ROOM NAME � BOTTOM - ROOM NUMBER CARDSHALLBEPOSTEDATCONSPICUOUSLOCATIONWITHINiHEDWELLING. '
cTSK. couNTERsuNK �vR. �ouvER T.O. TOP oF �� � g REFERENCE - FLOOR PLAN, AND ROOM FINISH SCHEDULE MECHANICAL
2. THE FOLLOWING ARE GENERAL ADVISORY STATEMENTS FROM THE CITY OF PALM DESERT. 1 �
z LW.C. LIGHT WEIGHT T.O.D. TOP OF ROOF DECK TOTAL PROVIDED EXIT WIDTH �� -O MO.1................................................. MECHANICAL SPECS,SYMBOLS,INDIX&iITLE 24 • � �
TYP TYPiCa� INTERIOR ELEVATION CALLOUT: - OBTAIN RNERSIDE COUNN FIRE DEPARTMENTAPPROVAL(IF APPLICABLE).
� �.o�n o�AMETER CONCRETE TOTAL EXIT DOOR PROVIDED 2 � � nni.lA.............................................. HVAC FLOOR PLAN
�� A • TOP - ELEVATION NUMBER � BOTTOM - SHEET NUMBER _
D DEEP XX X1( M1.16.............................................. HVAC ROOF PLAN SCHOOL TAX FEES MUST BE PAID PRIOR TO THE ISSUANCE OF YOUR BUILDING PERMIT.
J REFERENCE - FLOOR PLAN AND WTERIOR ELEVATIONS 72885 HIGHWAY 111
DB. DECiBE� M2.1................................................. EQUIPMENT SCHEDULE .
�a M. METER U.N.D. UNLESS NOTED �,u�T,P�E E�Ev. - THE TRAFFIC UNIFORM MITIGATION FEES(TUMF)MUST BE PAID PRIOR TO OBTAINING A BUILDIfJG PERMf.PI.EASE
DIAG. DIAGONAL MAT�L MATERIAL OTHERWISE cn�ouTs DETAIL CALLOUT: PLUMBING
�� D�M. D�MENSION XX CHECK WITH THE DEPARTMENT OF PUBUC WORKS FOR THE APPROPRIATE FEES.
D I S P. D I S P E N S E R MAx. MnxiMUM • TOP - DETAIL NUMBER � BOTTOM - SHEET NUMBER
MCJ MASONRY CONTRO� VIC I N ITY MAP: PALM DESERT� CA X X THE ISSUANCE OF A BUIIDING PERMIT DOES NOTAUTHORI2E THE INSTALlAT10N OF MECHAI�NC'.l�WORK.SUCH pq�M D ESE RT
_� oN. oowN REFERENCE - ALL DRAWINGS AND DETAILS CA
��, v. vENT P1.0 ................................................. WASTE 8c VENT PLUMBING PLAN
Q N o.P. onMP PROOFING JOINT vERr. vERTica� AS PLUMBING,ELECTRICAL,HEATING OR REFRIGERATION WHICH RE9UIRES A SEPARATE PLUM�G.
am D.S. D O W N S P O U T MECH. MECHANICAL � B U I L D I N G S E C T I O N C A L L O U T: P1•1 ................................................. WATER&GASPLUMBNVGPLAN !
❑❑ DwG. DRawiNG MT�. MErA� v.G. vERTica� GRAIN . � P2.1 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, PLUMBING SCHEDULES ELECTRICAL,HEATING OR REFRI6ERATION PERMIT.
MEZZ. MEZZANWE vEST. vESTiBu�E • TOP - SECTION NUMBER ( BOTTOM - SHEET NUMBER
W� DWL. DOWEL M�t�. MN�MUMCTURER vcPT virREousMc�AYLPiPE Sicn�YiexaG� C�y'i�i� o � REFERENCE - FLOOR PLAN, BUILDING SECTIONS, AND ELEVATIONS ELECTRICAL - GENERALCONTRACTORSAND/OROWNER-BUILDERSSHALLSUBMRACOMPLETEDCONTRACiG)RSSU8L6T
❑❑ E.D.F. ELECTRIC DRINKING M.�. METAL �ATH o ,; WALL SECTION CALLOUT: TO THE BUILDING AND SAFEN DEPARTMENT PRIOR Tp REAUESi1NG A FINAL IIJ,SPECTION PER PALM DESHtT
4 FOUNTAIN M�DG. Mou�DwG w wIDE " -- � • TOP - SECTION NUMBER BOTTOM - SHEET NUMBER E0.1 ................................................ ELECTRICALLEGENDS,FD(TURESCHEDULE&GENERALNOTES
o E.�.F.s. ExTER�oR INSu�AT�NG �e - Ouadalupe Av � I • ORDINANCE NO.60 ABSOLUTELY NO SUBLISiS WILL BE ACCEPTED UNLESSALL REQUIRED INFU�110N�5
Y� FwisHiNc SvsTEM M.O. MaSONRY oPENwG w.w.M. wE�DED wiRE MESH s�si►� : ..-...-------------� REFERENCE - FLOOR PLAN, WALL SECTIONS, AND ELEVATIONS E1.lA................................................ ELECTRICALSITE PIAN
Y� E.J. EXPANSION JOINT M.R. MOISTURE RESISTANT W.C. WATER CLOSET � N♦ w E2.1
LIGHTING PLAN PROVIDE ON THE APPROPRIATE FORM.
MULL MULLION W.H. WATER HEATER
� .............�.......................,..���......
�❑ E�. E�ECTRic a .►p,�p� BUILDING GRID BUBBLE: E3.1 ................................................. POWERPIAN
w.F. wioE F�ANCE � - X.X GRID NUMBER OR LETTER E3.1A................................................ POWERPLAN-ROOP
�
ELEV. ELEVATION ����E�� - •
"� N G. NATURAL GRA�E W� WITH Pstm"D��}
3� EQ. EQUAL N LC. NOT IN CONTRACT W/0 WITHOUT isile6 J �� . , � REFERENCE - ALL FLOOR PLANS AND EXTERIOR ELEVATIONS E3.2 ................................................. COMMUNICATIONS PLAN
z� EQUIP. EQUIPMENT {onw��t h��� < �
NOM. NOMINA� WD. WOOD � M E3.3 ............................................... CCN/SECURITY/SOUNDSYSTEMPUW COVER SHEET
o� ExH. ExHausT wow. wwDow ' �d w ^ " DATUM ELEVATION CALLOUT: -
N.T.S. NOT TO SCALE � � 8 iu Ear! . E � E4.1 ................................................. SINGLE-LINE DW6RAM ! •
EXISL EXISTING t f ioo'-o"
� No. NUMBER W`�`�• wlNDow wALL � San {�e YVy �` ;7� • TOP - HEIGHT FROM 100'-0" ( BOTTOM - NAME DESIGNATION E4.2 PANELSCHEDULES �
EXT. EX7ERIOR b.o. xzx ...............................................
� W.W.F. WELDED wiRE FaBRIC „� �� M � REFERENCE - INTERIOR AND EXTERIOR ELEVATIONS ' PROJECT INFORMATION
� i,� ET24.1 ........................................................ELECTRK;AL TITLE-24
_
�qr� Saa G*m• �i' � .� ET24.2 ELECTRICAL TRLE-24
�s �a KEY NOTE BUBBLE WITH ARROW: ........................................................ � . __ _ __ . . . ..�.=� I
m a w w � w �,.,� , =' � • NUMBER REFERENCE FIRE PROTECTION AND ALARM SYSTEM - APPRt�V E D '
�W � (n Q � �`A Palm ORxert fl�N
w� � � � � �v,�, REFERENCE - ALL DRAWINGS t �A��� r��� °
�W � � � � G E N E RAL N OTE S• P 111 SHEET 1 OF 1.................................... FIRE SPRINCLER SYYTEM �(" �+
�� � �, � s p y "� DOOR TAG: qg�,� FIRE ALARM SYSTEM FOR CENTRAL STATION SERVICE Fl N A L. _.._. _� � ���. � �' PfOJ@Ct NO: O7OZZ.O4 SI'18@t NO:
.. .. „ ..
............................................... --. -
xx • NUMBER REFERENCE UATE 'II.O ''----- - `. "'"J`.".' ` `.. SCC�I@: NONE
-� m � � �'°r � REFERENCE - FLOOR PLAN AND DOOR SCHEDULE REFRIGERATION +'�"""'
� Q � 1. THE HOURS OF OPERATION,INCLUDING HOURS OF DELNERY,SHALL BE LIMITED FROM 7:00 AM TO +�. � � � � �
, � � 10:OOPM,SEVENDAYSAWEEK. � E�p�� ��"����_'�' r�ils FINISH I.D. TAG: RS REFRIGERAIIONSCHEDUtE �����(y� _ _________ D�C71M1: NO�TL
.................................................
W � 2. NOPAYPHONESAREPERMITfEDONORADJACENfTOTHEPREMISES. � � ' + ; XX and O • NUMBER DESIGNATION R-t ••••••••••••••••••^�•��••••••••••••••••••�•••••• FIXTUREFLOORPUW t � c:.a
~ ~ ~ � 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ER0510N AND DUST COM'ROL DURINC 80TH THE � : �'_�,��e i � INT.ELEV.- EXT. R�2 .......................�..................�...... PLUMBING&REFRIGERATION FLOOR PLAN _ _.,,�: .r Cf1@CIC6CJ: .JL
�� ~ � -� �: � , REFERENCE - INTERIOR AND EXTERIOR ELEVATIONS ` � '
�w O -� p., GRADING AND CONSTRUCTION PHASES OF THE PRJECT. �y ; ,� ,� ,, ; �d" t; � �� F�°°R F'". E�E". R_3 ELECTRICAL bc ENERGY MNGMM.FLOOR PLAN
�,o J a �� ................................................. _
p� a 4. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN COMPLIANCE WIHTTRLE 7 OF THE ' y w q �i �i`� ! � �;'�t �R DOWN SPOUT CALCULATION CALLOU T: R-4 �••^•••••••••••••••••^••••••�••••••••�••••••••• ELECTRICAL SCHEDULE&WIRING DIAGRAMS �' OWII@��A9@I1C�/: OS'�7�07
MUNICIPAL CODE(NOISE CONTROL). � �+ Q +�` ,�� �P 4 OX • NUMBER DESIGNATION R-5A ••••••�••••••••••••••••�••••••�•••••••••••••••••• REFRIG.ENERGY MANAGEMENT WIRING DIAGRAMS
+v", re % � ��.�' sha Iu1su�taina+ REFERENCE - ROOF PLAN AND DOWN SPOUT CALCULATION R�56 •�•••••••••••••••••••••�••••••••••••••••••••••••• HVACPANELWIRINGDIAGRAM ISSUQ�
�'�.tti,j„ ,� ci R-5C .......................�......................... REFRIG.ENERGY MANAGEMENf WIRING DIAGRAMS CO�1StfUCtIOf1 �O��9�07
'� � a a R.6 ................................................. E6IUIPMEPR ROOM PLAN&DETAILS
g � � °'T"•� R.7 REPRIGERA710N INSTALIATION DETAILS ��
�R�v��y'�St �d' 4 � R-8 ................................................. REFRIGERAl10N E9UIPMENT DETAllS - .
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,
C OURTNEY + LE
ARCHITECTS
0000
, , , 801 S. Myrtle Avenue
� IR ATION LEGEND ' � � � - -� � - � �- _ I ' i �� " ' E26cv275C 68°rr�E ��51���, ��x
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DESCRIPTION SYM. DETAIL P.S.I. RAD. G.P.M. OR G.P.H. I I r ( I �� fl �� � o mail@courtney-!e-arc��+e�`s.cc^-
REF. � _ � � � I �i 11 � i
� � � � �� �
� 20-9 1.00 G.P.M. i
'RAINBIRD' 1404 BUBBLER � � � I �, �� � � -_ _-- - - - -__ ���j'`
'RAINBIRD� PC MODULE PC-05-1032 D 5-100 5.0 G.P.H. �I �) � � - - ---- _ ._ - - _ . _ - ��,. R -_._.,��
1 W/ PC DIFFUSER CAP AND '�' � I � � (� � ---- . -- - -_- _� - ,�ti �, ,:�%,-
POLYFLEX RISER ( � �� ( � �� „
'RAINBIRD' CONTROL ZONE KIT XCZ-100-PRF-BF � F I � � �; II � � � _ _ -_°_-_ __--°- � - � � �`�
� �� ( __ _ -- - - �����c E�
'RAINBIRD' CONTROL VALVE PEB-PRS-B � E ! � I ` �� I� ( I � _---- -_ -- �- - - _.; --- - - * �� *
� -- ��- -
'RAINBIRD' VALVE BOX SERIES VB-STDT/ TAN E I� ( ____._._ _ :____ __. _ __ �
, li
� � � I � � � � r���
'TORO' INTELLI-SENSE CONTROLLER O A 24 STATION CQNTROLLER � _ f� E� , � �-_ - _ _- - _
'NEfAFIM' AUTOMATIC LINE FLUSHING VALVE H TL050MFV-1 � � � I (; I! ��- �
� -� fresh . ��
I f ' �I No: DATE: REV'S�Ch_.
EXISTING BACKFLOW PREVENTER 2
„ o � R � TA I � B U I LD I N G � ( ,I � o ,0,04,�� P�AN �HE�K
n � eas � „
EXISTING WATER METER 1 1/2 QM + 2O,HOO S.F. � I � �
'i 2 11/27/0? CYNrC P�AN CHE.r.K
� � �� � 3� O1/08/C8 PLAN CHECK
SLEEVING SCH. 80 P.V.C. - - - = TWICE LINE SIZE (MIN.) i 14, q-OO SQ. FT. ( f� �� �' 0 �
PRESSURE LINE (MAINLINE) - - SEE PLAN FOR SIZE I � � � I f II � ( �
PRESSURE LINE SCH 40 P.V.C., 3/4" - 1 1/2" SEE PLAN FOR SIZE , � II � I �
+ FU�LY SPRINKLERED ( i; �i � -� �
NON-PRESSURE LINE SCH. 40 P.V.C. SEE PLAN FOR SIZE �
( EXTG. BUILDING TYPE: V � � �I �� � �
( � i � f� I LAWRENCE R MOSS ASLA
NO ALL VALVE AN WIRE B ES TO E TAN IN COLOR. ( E X TG. 0 C C U P A�1 C Y: M I (� �! � � dt ASSOqATES INC
s�z �P I � � I� (I �� UC. N0. 120t
I� I 3458 OCEAN VIEW BLVD
� N0. ( � � � �� II �� � GLENDALE CA 91208
I I) �) 1� 818 248-5200
( � I ►; II �� � • FAX 248-6574
IRRIGATION NOTES � , , „ J
� � }I (� LANDSCAPE
1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFlCATION ONLY AND SHALL BE I ! � �� I{ L ARCHITECTURE
INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. I I � ` �I �) () �
� �� I
2. SET ALL VALVES AND QUICK COUPLERS NEXT TO WALKS OR PAVED SURFACES. I � � , I� �� L --�- - _
� � 'I II I
3. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT I �� ��
SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF THE SAID � ( � � � � � �
� C iI �-- .- _ _ _
REJECTION. _ _ _ _ _ � �
�1 � . � �'
' • .9' .. �' �
4. FlNAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER. ' I ,, ', ° ., ; I,
� rj ' � � , � . ' � �� , ( �
9 . I
5. 120VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY THE ELEC7RICAL CONTRACTOR. i �� ( �� '�I 1 � 1 ,. w a � � II
( `� � � I �. .�, ' ~ �° :- 1• � � � !t
� �I.,_ -1 rs� �---=--_--�=-.- -=--_ -=.-- =- ---= -=-= -= =-=--_--_--=-=- r � _ ' __ -
6. BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN AN UNDERGROUND SERVICE ALERT I.D. NUMBER BY CALLING � 1 ..,. ;:= :-;y`--`'--'�`•y , . �` '^-` �� � -�� "- `;`� ;� � , ,� .'
, �� � T � IL--------=-=-=-�r----� -- -- --• - -- - --- ---��--�� T ��� ---
__'______'__ _'_'_'_____'__________________"'_"_______1____ __"""___'__"'_"'_________'__________________________'__________._. . .�•'// I � �
1-800-227-2600. TWO (2) WORKING DAYS SHALL BE ALLOWED AFTER THE I.D. NUMBER IS OBTAINED AND BEFORE THE EXCAVATION WORK IS STARTED ' �) L � � 4' � f� CONTROLLER. SEE ELECTRICAL PLAN FOR P ER (� ' '
� ' �
SO THAT UTILITY OWNERS CAN BE NOTIFlED. � �� � � _ _ � /�1� SOURCE FOR I IGATION CONTROLLER. PR TO I �I ; i
, � l�j INSTALLATION V�IFY LOCATION WITH OWNF$� ` I� ; ;
7. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION COMPONENTS AND VALVES FOR OPTIMUM COVERAGE. � �� I " _ _ _ _ ,�f/ � REPRESENTATIVE. Q I �� �
-• .�.. .-. .�-. -.-.
i , ..�...:,�.....�:•;�:��.•.;.: �..�;��_:.•..�..:�:;�.';:'':.;•
� � � .!. "+�•�. . �. .,��.: .�. '. �'"��..A.. .�� ��, .j��• ...
� f l . ..,,. ,.,.. . � l;
S. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMIUARIZE HIMSELF WITH THE GRADE DIFFERENCES, LOCATION OF WALLS, AND -' � �� O ,/l � ��•��•���� � '��w'����` �f��•� '�" ������'•��������•'� �
UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK WITH OTHER � �� ( �) _ r _ �l� �) � II
CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS UNDER ROADWAYS AND PAVING, ETC. ____�� ,�.-�-- � � - �-��� I �� E X TG. TE �) { ��
r- -i�'� - == - f'
� Ii
9. THE SPRINKLER SYSTEM DESIGN IS BASED ON A I�INIMUM OPERATING PRESSURE OF 80-100 P.S.I. AND A MAXIMUM FLOW DEMAND OF 10.00 G.P.M, f � 11 II �� '' �"' � `
THE CONTRACTOR SHALL VERIFY WATER PRESSURES PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BEfWEEN WATER PRESSURE INDICATED ON THE I ; I) L = _ -- I �� r I -1 T T- � (�
DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE ARCHITECT. � � � () {� � � , ! � •`<.�'"''.-• �•�''`, • '`�'�'"'."„� .•. ='" •• .' •»�•��*• '• �� ' .'" �:''•;- �r- "..'M:s ••• ,4..'. (�
� � � _ _ _ -- � il �
� II I I I I i � !�
10. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FlELD THAT THERE ARE UNKNOWN i I S��EVE� iTYP.� I I � + ��
OBSTRUCTIONS OR GRADE DIFFERENCES IN THE AREA. DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH i � _ _ _ � �
OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. IN THE EVENT THAT THIS NOTIFlCATION IS NOT GIVEN, THE i I - + I'
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. � � ; , _ �� „ „ ,,,i, I �I
� � �
' 6.00 1 . �, �`
11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFlED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND I � i ' � � � 2 � � �`
SPECIFlCATIONS. I f i I �� � � ( 0 �I ° � ,
�
I I , 1 II � � I,
� �
12. THE INTENT OF THE DESIGN IS TO PROVIDE SUFFICIENT WATER APPLICATION TO ALL PLANTING AREAS. AS PART OF THE SCOPE OF WORK, THE _� _ � � -' = J � $� _ _ J z
� �
CONTRACTOR WILL PROVIDE ANY ADDITIONAL EQUIPMPMENT OR PLACEMENT TO ACHIEVE PROPER COVERAGE AT NO ADDITIONAL COST TO THE OWNER. - -D - - - - P.O.C. TO EXISTING MAINLINE AND � T
� �g DIAGRAMATIC. ALL EQUIPMENT AND
�3. INSTALLATION FOR THE CONTROL WIRES SHALL FOLLOW MAINLINE ROUTING. i _ _ EXISTING COMMON AREA WATER METE _ _ _ _ _ T � ` T _ _ ^ MAINLINE TO BE LOCATED IN
� - -
� � y AND RP BACKFLOW PREVENTER. DIAGRAMATIC. ALL EQUIPMENT AND PLANTING AREA WHERE POSSIBLE.
�4. PROVIDE SLEEVES AS SHOWN ON DRAWING. USE 2 TIMES DIAMETER MIN. scH. so P.v.c. MIN. UEPTH 24" TO TOP OF LINE. I METER #1466131. CONTRACTOR TO MAINLINE T BE LOCATED IN SLEEVE UNDER HARDSCAPE.
VERIFY EXA OCATION PRIOR TO PLANTING WHERE�Q SSIBLE.
15. LOCATE VALVE CHART IN CONTROLLER - REDUCE AND ENCASE IN PLASTIC (AS BUILT). ( CONSTRUCTI . � SLEEV U R HAR A � � �
E DE DS� RE.
I EL PASEO DRIVE
16. GUARANTEE: THE INSTALLED IRRIGATION SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF THE i
WORK. SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFlED DUE TO INFERIOR OR FAULTY MATERIAL OR WORKMANSHIP, THE TROUBLE SHALL BE �
CORRECTED BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. NOTE: TREES, PLANTS, WALLS, SIDEWALKS, AND PERMANENT STRUCTURES
ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR
17. PROTECT IN PLACE EXISTING IRRIGATION. EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT
PERMIT FROM CVWD. 7 2 8 8 5 H I G H W A Y 111
18. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION REGARDING THIS SECTION OF WORK. CONTRACTOR TO VERIFY AND NOTE THE LOCATION OF ALL EXISTING UTILTIES P A L M D E S E R T� C A
PRIOR TO COMMENCING WORK.
19. ALL VALVE AND WIRE BOXES TO BE TAN IN COLOR.
NOTE: PSI VERIFlED WITH THE COACHELLA VALLEY WATER DISTRICT ON AUGUST 15, 2007.
0 10' 20' 40'
I I..�I I IRRIGATION PLAN
�y� �„ = 2��-��
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Q �
�i' DIAL BEFORE YOU DIG Project ►vo: 07��2.�4 �neet tio:
1-800-227-2600 Sc a I e:
Q F a p �•=20'-0• L1 .01
� � D Drawn: TLK
o � Checked: JL
a a DIAL BEFORE WORKNGTDANYS Owner/Agency: 08-17-07 �'
YOU DIG! PRIOR TO I s s u e/ %
o EXCAVATING
Construction
SERVING NINE SOUTHERN CALIFORNIA COUNTIES ;'
C OUR'TNEY + LE
ARC HI 'I' E CT S
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No: DATE: REY!S1QNS-
WALK, PAVEMENT, OR Q� ,oioa�o� � P�AN c�+E�K
OTHER STRUCTURE
�� 11�27/07 CVWD P�AN CHECK
FINISH GRADE 0 0�/oe�oe P��_AN c�EcK
FINISH GRADE 6" MIN. Q,
.•..�� Qs
PVC SCH 40 ELL ''��' �•'t '
•,..:; .
. ::.� LATERAL LINE 6 �
'� "� Z �
— PVC SCH 80 NIPPLE (�ENGTH � ELEC. CONDUIT OR WIRING
AS REQUIRED, 1 OF 2) SINGLE—OUTLET EMITTER: RAIN BIRD z N LAWRENCE R I�OSS ASLA
PRESSURE—COMPENSATING � �'
30—INCH LINEAR LENGTH OF MODULE PC-05-10-32 � PRESSURE MAIN L1NE dt ASSOqATES INC
WIRE, COILED WITH PC DIFFUSER CAP UC. N0. 1201
1 s" MiN. 3458 OCEAN VIEW BLVD
�» — � GLENDALE CA 91208
FINISH GRADE � WATERPROOF CONNECTION: POLYFLEX RISER: _
RAIN BIRD SPLICE-1 (1 OF 2) RAIN BIRD PFR/FRA CLEAN SAND BACKFlLL • F X 248-65�74
VALVE BOX � • • . ID TAG: RAIN BIRD VID SERIES (LENGTH AS REQUIRED) 2" MIN ��t'�'�'r�';t,%�:':.� (IF INDICATED)
• y 'T` MINIMUM BACKFILL RELATIVE �DSCAPE
SEE SPECS. • . . • , 2 M I N, ARCHITECTURE
' � ' . VALVE BOX WITH COVER: COMPAC110N SHALL BE 907G.
LINE FLUSHING ' • . RAIN BIRD VB—STD
VALVE TL050MFV-1 . ' NOTES:
• ' . � ' TOP OF DECOMOPOSED GRANITE 1• ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES
2. BUNDLE & TAPE CONTROL WIRES AT 10' INTERVALS
' � . POLYETHYLENE 3• ""�". . � � �. .. � r"' "� 3. TIE A LOOSE 20" LOOP IN WIRING AT CHANGE OF DIRECTION GREATER
. LATERAL � PVC SCH 40 FEMALE ADAPTER �• � , � FINISH GRADE THAN 30'. UNTIE ALL LOOPS AFTER ALL CONNECTIONS HAVE BEEN MADE.
POLYETHYLENE � � OR EXHAUST HEADER ,
TUBING WITH ��� � � � � 4. UNDER PAVED AREAS, ALL PRESSURE LINES & WIRES SHALL BE SLEEVED
� � � W/ SCH. 80 P.V.C. PIPE & SHALL BE 24" IN DEPTH (MIN.)
STAINLESS STEEL • . �j° °�jo�o� � p� � '� � � 5. INSTALL ALL CONTROL WIRES ON UNDERSIDE OF MAINLINE PIPE
CLAMP • � • ���� LATERAL PIPE 6. PIPE DEPTH FOR 2-1/2" AND LARGER SHALL BE 24" MINIMUM.
BRICK SUPPORTS � o � BRICK 1 OF 4 7. PIPE DEPTH FOR 2" AND SMALLER SHALL BE 18� MINIMUM.
� ) 8. PIPE DEPTH FOR ALL NON—PRESSURE LATERAL LINES SHALL BE 12" MINIMUM.
(THREE) • U � • INSERT FEMALE 3—INCH MINIMUM DEPTH OF 9. INSTALL TRACER WIRE OVER ALL PVC PIPING, BOTH LATERALS AND MAINLIN�S.
' o� , ' • ADAPTER � 3/4—INCH WASHED GRAVEL
3 4" GRAVEL SUM . • (SIZE AS REQ D) PVC SCH 40 TEE OR ELL
�� CUBIC FOOT) • .. o o I . . • W REDUCING BUSHING PVC SCH 80 NIPPLE CONTROL ZONE KIT: PVC LATERAL PIPE
, �.,�o�o�o� M�T X 1�2 FP T (2—INCH LENGTH, HIDDEN) RAIN BIRD XCZ-100—PRF—BF
, ��o�o�o�o�� AND PVC SCH 40 ELL (INCLUDES DV-100 VALVE,
' . • ' • • ' • •• , PVC SCH 40 TEE OR ELL DUCK BILL BOOT)SSURE REGULATING FILTER, B TR EN C H I N G D ETAI L
• . • SCALE: N.T.S.
• ' • PVC MAINLINE FILE: D_IRR002
'TORO' INTELLI—SENS�� EXISTING PEDESTAL
� TOP OF 0 S N G W/
1/2"X3" GALV. NIPPLE
2 1" CONTROL ZONE KIT WITH PRESSURE REGULATING BACKFLUSH FILTER EMITTER WITH DIFFUSER CAP �-2a-o4 A U T O M A T I C E L E C.
NETAFIM AUTOMATIC LINE FLUSHING VALVE ".T.S. xcz-�oo-PRF-BF 3-31-06 CONTROLLER W/ J—BOX
ON POLYFLEX R1SER WEATHER PROOF
H � D CABINET & LOCKING SCOTCH—LOCKED 120V
LID COVER POWER CONNECTION
SCOTCH—LOCKED STAINLESS "J' BOLTS
CONTROL WIRE (OPT10N: ZINC—PLATED
NOTE: CONNECTION STEEL �I�BEDDED BASE)
1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE PEDESTAL MOUNTED FINISH GRADE
SERVICING VALVE. (OPTION: WALL MOUNT
TO ENCLOSURE)
2. SET RCV AND VALVE BOX ASSEMBLY IN GROUND COVER AND SHRUB AREA 3•
WHERE POSSIBLE. 3"� 90' SWEEP ELL
4. AVOID HEAVILY COMPAC N L A UND VALVE S REVENT 1% 1%
O1 30—INCH LINEAR LENGTH OF DAMAGIIVG VAL�E BOX�S. — � . . � . � � —
WIRE, COILED � �
5. VALVE BOXES TO BE DISTRIBUTED THROUGH PLANTING SO AS TO AV ID ¢ � I=I I I . � � � � p , v . —1
O2 WATERPROOF CONNECTION GROUPING OF BOXES. _ a � . � s. �s. ,��;. — CONC. BASE
O1 PRESSURE COMPENSATING RAIN BIRD SPLICE-1 (1 OF 2 n�``'. =I I I � 'a. �. ' a., : . ' a'. , a : I I
� F U L L—C I R C L E B U B B L E R: `�' =I I I � � r '�, . � � � p I= N O T E:
RAIN BIRD 1400 1 2 3 4 5 O 3 ID TAG: RAIN BIRD VID SERIES VALVE OX TYP. a _
—I I I �TI PROVInE GROUNDiNG ROD
2 O2 PLASTIC ADAPTER: RAIN BIRD 6 O4 REMOTE CONTROL VALVE: i � , , �� I I �— AS REQ'D BY CODE
M O D E L P A—8 0 WIT IH NP�HAN S B—P R S—D _,— 3/4" CONDUIT FOR 120V
3 3O PLANT MATERIAL � _ — — SERVICE W/ 2 STRANDS
4 FINISH GRADE TOP OF MULCH 3" MIN. � 5 VALVE BOX WITH COVER: —� �
OF 8 AWG WIRE
O O � RAIN BIRD VB—STD UF DIRECT BURIAL WIRE
4 O5 POP—UP SPRAY SPRINKLER BODY 8 TO CONTROL VALVE
RAIN BIRD 1804 BO FINISH GRADE/TOP OF MULCH
�'��/���/� /�������j. 6O 1/2—INCH MALE NPT 9 O7 PVC SCH 80 NIPPLE (CLOSE) 7 2 8 8 5 H I G H W A Y 111
���//� //\�//, 5 x .490—INCH BARB ELBOW: o 0 o Q 10 O � A C 0 NTR 0 LLE R P A L M D E S E R T C A
�� RAIN BIRD MODEL SBE-050 � 8 PVC SCH 40 ELL SCALE: N.r.s. �
7 SWING PIPE, 12—INCH LENGTH: ����a' 9 PVC SCH 80 NIPPLE
FILE: D_IRR007
RAIN BIRD MODEL SP-100 O (LENGTH AS REQUIRED)
6 O8 PVC LATERAL PIPE 10 BRICK (1 OF 4)
9O PVC SCH 40 TEE OR ELL 11 PVC MAINLINE PIPE � 2�� TYP�
7
16 15 14 13 12 11 �2 S�LENGTH,IPHIDDEN) AND
, scH 4o ELL IRRIGATION DETAILS
13 PVC SCH 40 TEE OR ELL C VALVE B O X LAYO UT
•'r'r►
i a � 8 6 9 �4 PVC SCH 40 MALE ADAPTER sca�: N.r.s.
��� FILE: D_IRR001BOXLAYOUT Pro �eC: N�: ��7022.�� �^ee' N���:
15 PVC LATERAL PIPE � �
� Q F 16 3.0—INCH MINIMUM DEPTH OF Scale: L� .O2
� o � 3/4—INCH WASHED GRAVEL D r�w n: T L K
� � � �
- o � � Checked: �L
� a a PRESSURE COMPENSATING FULL—CIRCLE BUBBLER— 1400 SERIES RAINBIRD CONTROL VALVE PEB—PRS—B Owner/Agency: 08-17—Q�'
G Issue/
Construction
/
_ _ _ __ __
__ ___ :_
_ �
1 �
COURTNEY � L
E
KEY BOTANICAL NAME/COMMON NAME SIZE SPACING PLT FAC H20 US REMARKS � �� ( '� ; � � � � � .�. . . . . . . . . . . . . . .', �'�� � �)
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QUE QUERCUS VIRGINIANA/ SOUTHERN LNE OAK 24 BOX AS SHOWN .5 MOD STANDARD � � . . . .'� ° ° ° °
,
� \ \ � � � !� / /� � � ;I ; . : : : : : : : ; : : : :. :. : : : :. .:. .:. .:. .:. . .:. ', �� �; II " o o a 801 S. Myrtle Avenue
SHRUBS \\ \ \ \ \ ;�� / ��' \\ � �ry '�� \ \ . ' . . . . . . . . . . . . . : . . . . �, �� ' I �' ( Monrovia, California 91016
�� �V / � hr� � �������, � I; I �i , ° ° (626) 275 68�,126) 275 6801 FAX
CAE CAESALPINIA MIXICANA/ MIXICAN BIRD OF PARADISE 5 GAL. AS SHOWN .2 LOW X � \� \ � \ \ � I�j / �I� \\ \ � J^\ � � � �I �. . �. .0�. . �. O. �. �. � li II o m a i I Qc o u r t n e y-I e-a r c h i t e c t s.c o m
LEU LEUCOPHYLLUM CANDIDUM 'SILVER CLOUD'/ TEXAS RANGER 5 GAL AS SHOWN .2 LOW X �� �� � � � � � I�G , ��� �� � � )� � � �� �\ ; �' I� (
HES HESPERALOE PARVIFLORA/ RED YUCCA 5 GAL. AS SHOWN .2 LOW X �1 �� \ \ `�I . ..� � �. . . . �. .� � �' I � I
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I p�O�.ide�j b. "^i,p-,��c�
� � � �I � AR��ICT�'�T: I'1�� \is�^_I
1. DRAWING IS DIAGRAMMATI � ( � I � II
^r'0=f wi•F �hoc -� .,w:�_� _•-'�
cp<_ific���^rg =•�II c�^5'�•��•_
C: CO TO VERI LOCA D 10 ON SITE. �� � p�;m� ,,�;< A.,�A��e =� .��
I � I I' �� ) accep'���^�= +��-� .o_t,;_-_.,�
COUNT ALL PLANT MATERIAL BEFORE BIDDING. �
2. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS ON SITE AND LOCATE ALL EXISTING I � II ( O`rl - =-FT�'FY � --
� �� 1Rr HI TE�._ S IN�.
UTILITIES BEFORE CONSTRUCTION BEGINS. I I I �� �
� I I) No: DATE: REVISIONS:
3. CONTRACTOR TO REPAIR AT HIS OWN EXPENSE ALL PROPERTY DAMAGE WHICH OCCURS DURING ( I I �) �� � QQ �o/oa/o� Puw cHECK
PROJECT INSTALLATION. ( �
I; I Q 11/27/07 CVWD PUN CHECK
4. NOTE ADDRIONAL REMARKS ON SPECIFlC PLANTS IN PLANT UST. .
I � ' II II ( Q3 01/08/08 PLAN CHECK
I � � ( li �� � �
5. ALL D(ISTING PUWT MATERIAL TO BE REMOVED EXCEPT WHERE NOTED ON PLAN. I _ � �I �� I
I � , o
6. CONTRACTOR TO GUARANTEE ALL PLANT MATERIAL FOR 90 DAYS FROM THE DATE OF � ( f I I; II �
ORTING GOODS STAP �ES feS � , a
ACCEPTANCE BY OWNER. / R T A I � B U I L � II
� D I �l G I �� � ���� R �� �
7. FlNISH GRADE TO BE 1" BELOW ALL WALKS, CURBS� AND PAVING. 23,854 S.F. I g�eas I , (I
I 20,80� S.F. � I dc ASSOqATES INC
I � I II II + . L1C. N0. 1201
BACK LL TO BEDNATNE SOIFL ON YCENE AMENDMENTS BASED ON SOIL TESTING RECOMMENDATIONS. I � q-, 4-O O S Q. F T. ' �; II �� �� �� �w
( � � I � �� � GLENDALE CA 91208
9. CONTRACTOR TO INSTALL AND MAINTAIN LANDSCAPE PLANTING IN ACCORDANCE WITH THE CITY 8�8 248-5200
OF PALM DESERT GUIDEUNES AND SPECIFlCATIONS UNLESS NOTED OTHERWISE IN THESE NOTES OR I I F U L L Y S P R I N K L E R E D � ! I; I) � • FAX 248-6574
�
O N T H E P L A N S. � E X TG. B U I LD I N G TYP E: V � � i� II M �p��
10. REFER TO GENERAL NOTES FOR ADDITIONAL INFORMATION ON THIS SECTION OF WORK. I � I �; II M ARCHITECTURE •
THIS AREA IMPACTED BY CONSTRUCTION. � I � EXTG. OCCUPANCY: M ' � ,� ��
,,. LANDSCAPING SHALI. BE INSTALLED PRIOR TO REQUEST FOR FlNAL INSPECTION. CONTRACTOR OWNER TO ENSURE ALL AREAS IMPACTED BY I ! �� �� u
� � � � �
CONSTRUCTION ARE RESTORED TO THEIR ORIGINAL I ' �I �' '�
� �
CONDITIQN PRIOR TO CONSTRUCTION. SEE THE CITY OF i � „ ��
� � � ,i �
PALM DESERT LANDSCAPE INSPECTOR FOR A COPY OF � � �� �� �
PLANS. ( ( i� a ii
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� DECOMPOSED GRANITE MULCH. COLOR TO BE � �-,,,, %
� ' ' " HES I �I
� �ESERT GOLD . 3/8 MINUS WITH 119� FINES �� ��
� � � � � � � � � � � � ; � WETTED AND COMPACTED TO 2" DEPTH IN ALL 2 HES 1 HE �I
I I I I I I I i I I I I ; I PLANTING AREAS. � u 2 3 �� � '
� �
i I I I I I i I I I I I ; I ,, � � � I) �
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— — — — — — — — — — — — — I— — — — — — — — — — — — — — — — -- — -- — — — — — — — — — — — — — — — — — — —
( EL PASEO DRIVE
� 72885 H I GH WAY 111
� PA �M DESERT CA �
,
NOTE: LANDSCAPE SHALL BE I�JSTALLED PRIOR TO REQUEST FOR FINAL INSTALLATION.
NOTE: TREES, PLANTS, WALLS, SIDEWALKS, AND
PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE o ,o' 20' 40' �
PLANTED, INSTALLED OR BUILT IN CVWD AND USBR ,�,� PLANTING PLAN
'�» EASEMENTS OR RIGHT—OF—WAY WITHOUT FIRST OBTAINING �„ = 20'-0„
� F AN ENCROACHM
,M� ENT PERMIT FROM CVWD.
DIAL BEFORE YOU DIG Pro�ect No: 07022.04 Sheet No: �
� � 1-800-227-2600 S c a I e: " , •
p � =20 —o L2.01
� F CONTRACTOR TO VERIFY AND NOTE THE LOCATIO�J OF ALL Q Drawn: TLK
� � �
� EXISTING UTILTIES PRIOR TO COMMENCING WORK.
Checked: JL
a a PLAY IT SAFE. AT LEAST TVIIO
DIAL BEFORE WORKING DAYS Owner/Agency. 08-17-07
YOU DIG! PRIOR TO I s s u e/
o IXCAVATING Construction
SERVING NINE SOUTHERN CAUFORNIA COUMIES �
COURTNEY +
LE
_ ARC HI �` E CT
S
�
° o ° e
WATER EFFICIENT LANDSCAPE CALCULATIONS AND WATER CONSERVATION STATEMENT o o a $o, S. Myrtie Avenue
Monrovia, California 91016
Water Conservation Concept Statement ° ° (626) 275-68�6) 275-6801 FAX
o mail@courtney—le—architects.com
Project Site: Palm Desert Fresli and Easy
� _ ,
VSE CF DRAYN��=• �p�
1'OjeCt LOCAt'lotl: 72885 Highway 111 Coachella Valley Water District: Water Use Calculations �oP�����T •��n�� �.�� ��
Palm Desert, CA -�_ �
these dr�wSr^5 ��d _;i��ib�.g
is restricted�to �h= o�;ai���
Maximum Annual Applied Water Allowance:
Froe�. ��.e f..r wFiCh �h<� �a.o
Tract/Parcel Number: 640-170-008-2 (57.01"Eto)(.5)(1,348�A)(.62) 32 e;�o�y�,P���"�� wh;,<°�','';��"r
. 7Ap O part. iS prcribi�?a ��nless '�?
Y0 � 9xpr?SSE� wri!i�^ �^rcont ic --
p�o�id=d t�� ^C'i�I�?nJF/ + LE
Total Maximum Annual Applied Water Allowance: 32 nFc��.-E�T; ��,� r_,���
Landscape Architect: Lawrence R Moss and Associates � �, ^� _��t��� w��h -��_� �.��;��� ���
�-./•� � � � sPeci°i[7tions sn��i C�nc-l-.lt?
Estimated Annual Applied Water Use (Low water users): 7 w P,;�„ ���;e �N���:� �= +��
Included in this project submittat package are: �;� ����p�o��F �, -he_� ,�_:,,�,,:��
(57.01"Eto)(.20)(674)(.62) 4644/748= 6.4 W
748 W .xl' c, � � ��oo� c_�,p,�,E� - �-=
_l. Maximum Annual Applied Water Allowance: 6 2� 90_ � c,.�,� A���,TE�;; ,�,�
Conventional landscape:J Cubic feedyear o� `�"� v o WATER BASIN
N : A : R H
Maxi�nu�n Annual Apptied Water Allowance:_Cubic feeVyear Estimated Annual Applied Water Use (Moderate water users): 18 w o o � , �o/oa/o� PUN CHECK
(57.01"Eto)(.50)(674)(.62) 11611/748= 16 0 2 tt/2�/o� CVWD PLAN piECK
�2. Estimated Annual Applied Water Use by Hydrozone: 748 �
Low Plant Hydrozones: Cubic feedyear 16/.90= 18
FINISH GRADE 3 o,ioaio8 PLAN CHECK
Estimated Annual Total Applied Water Use:_Cubic feet/year ROOTBALL 4
J 5
Total estimated annual applied water use: 25 Q s
Medium Plant Hydrozones:_Cubic feetJyear � 7
Estimated Annual Total Applied Water Use:_Cubic feet/year �
� LAWRENCE R MOSS ASLA
TO LANDSCAPE AREA: 1 ,348S �
3. EATAWU<MAAWA
BACKFILL NATIVE SOIL ONLY dc ASSOqATES INC
UC. N0. 1201
2x ROOTBALL � 3a5$ oCE�w wEw B�w
—4. �anas�ape oes�gn pla�� WATER CONSERVATION CONCEPT STATEMENT: 1 UNDISTURBED NATIVE SOIL GLENDALE CA 91208
• 818 248-5200
5. lrrigation Design Plan FAX 248-6574 •
_6. �raa;ngoes;gnP,an THE DESIGN USES LOW AND MODERATE WATER USING PLANTS THAT ARE LANDSCAPE
_ B S H R U B P LANTI N G ��+����RE
ADJUSTED TO THE DESERT CLIMATE. THE PLANTS ARE SPACED IN APPROPR�ATE
�. SoilChemicalAnalysis �NTERVALS AND DECOMPOSED GRANITE MULCH IS USED. THE IRRIGATION S�'ST SCALE: N.T.S.
: E M FILE: D_PLA001
Descriptfon ofproject: IS DRIP FOR SHRUBS AND GROUND COVERS AND BELOW—GRADE BUBBLERS FOR
L,andscape shrubs and groundc�vers watered by drip irrigation. Trees watered by THE TREES.
submerged tree bubblers. The plant palette for the site is !ow and medium water using
plants. No turf is used on this project.
Date: Prepared by: NOTE: CONTRACTOR OWNER TO ENSURE ALL AREAS
� .
IMPACTED BY CONSTRUCTION ARE RESTORED TO THEIR
CityofPalm Desert: Wate� �� �a��u�at�ons ORIGINAL CONDITIONS PRIOR TO CONSTRUCTION. SEE THE
Maximum Annual Applied WaterAllowance: CITY OF PALM DESERT LANDSCAPE INSPECTOR FOR A COPY
�75"Eto)(.5)(1,348LA)(.62) 42
748 OF PLANS.
Total Maximum Annual Applied Water Allowance: 42
Estimated Annual Applied Water Use:
�75"Eto)(.20)(1,348)(.62) 12220/748= 17
748
17/.90= 19
Total estimated annual applied water use: 19
�
� � � � ' �' �� �� � ��t �� � � ; �
:�F � � � � � � � �#� �
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1 �� J 1 �;F�x !�tt e,lt +�;i°a�: I art}�*i
I'tir s.� 1}��t};I,<�ii i���i,���:1 ���2{ii�- ��,,'�i
���,�1-� i �3:t: 7r�o ;�6—a6�r
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�� � I:s.`.� ;f�t.f ;�t. �u,:FH
�r,�tAISIt � �,�,,.,��:,.M�s�r�;l,��..�ii i . .
Lands��pe Inspec#ior� Schedule A .
1) Sleeving / Gr�dirjg
a. Sleeve dianleter, type� d�pth and lacalion
b. Sail surface drainage, �lev�tions and trash (�ncluding weeds & rubble} � � � �
2) Hardsc�pe! Boulders - Cobtal� ��A�_
a. Sitiewalk and wall I�yc�ul � `�' �
b. Utilities localic►r� � d
c. Boulder typ�, size, weiyht and {�iace���en! �� � ��
3} Irrigation System Rough--In � � � �
a. Trench depth �r�d locatior� � � �
1�. Pipe s�z� and class � � � � �
c. Pressure test (125 psi fc�c 6 hours} ��A�w �
v� � � �
�) Plant Material (trecs& st�ruas) �xi 7 2 8 8 5 H I G H WA Y 111
a. Caiditit�n
b. 7y�e
�. p'����,�nt P A L M D E S E R T, C A
5) Grouncl Caver (d�composed granite) ROOTBALL
a. Type
b. Depth and sp�cing
c. Cornpaction
6) Final BACKFlLL TO BE NATIVE SOIL ONLY
a. Irrigation: TOP ROOT CROWN AREA SURROUNDING TREES TO BE
i} V�Ives, baxes anci wiring AT FlNISH GRADE MULCHED WITH DECOMPOSED GRANITE.
iij Controlier operation and schedule I SEE PLANTING PLAN L2.01. P LANTI N G D ETAI LS
iii) Sprinkl�r, bubk�ler�nd/or dri�� erttitt�r type, flow rate ar�d —
'+'►� quantity per plant Z a � .
� � o I ( I I — FINISH GRADE
Q � iv) flverall aperatian
�� v} As built o � UNDISTURBED NATIVE SOIL
b. Tree staking i Z
� � c. Overall N � Project No: 07022.04 Sheet No:
o F *•Notes*` � Scale: L2.�2
Drawn: TLK
� p Sf�oulcl any of the above inspe�tio��s f�i(after 2 aEtem�ts tF�ere will be a fee assess�d fr�r ar�y 2x R00'TBALL
� a r�-�ns�.y�ct�ons. Checked: JL
o- Any charrcJ� tc�an a���.�rc�ved landscape �lan, rrtust be r'e-sub��itted ta lh�Cily of Paini Desert
DIAMETER NOTE: STAKE ONLY IF NEEDED USING VIT TRE� T1ES
for approval, riar to implementation. I
Owner/Agency. 08-17-07
January 18, 2C107 � Issue�
C TR EE STAK I N G Construction
SCALE: N.T.S.
�,�,�,",��.,.,,,,�„ FILE• D_PL�,003