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JW Marriott Resort Desert Springs 1
e e >„ e o o e , WimberlbS Allion Tong & Goo Architecture. esi , Planning and Consulting 2260 University Drive, Newport Beach,California 92660 Telephone 949 574 8500 Facsimile 949 574 8550 EPTDESIGN landscape architechrre I urban design I planning 844 East Green Street,Ste. 201 Pasadena,CA 91101 T 1626.795.2008 F 1626.795.2547 www.eptc6sign.com S�SOS o i O 2 v n Cr I glnature 10/31/07 Ott Resort OF CAt \F J , VV , PAa "rr1 ",0lllllllillllo� ; prin 'RNMNNPP' OF surt u s o The Sp Val m mum�, vaurt uA UL; u ENTS L; UN %5TKUUT10N D M 9 Desi nTeam Sheetindex • Water Conservation Concept Statement g LANDSCAPE ARCHITECT NO. IN SHEET TITLE NO. IN EPTDESIGN SET SET 1214 East Green Street Pasadena,CA 91106 T 1626.795.2008 F 1626.795.2547 10111 Water Conservation Concept Statement L0.01 Project Principal: Nord Eriksson Jason Lee Maximum Water Allowance i~) TREES Project Manager. L1.01 2 or 11 Construction and Lighting Plan S of 11 Construction and Lighting Plan L1.02 fMantArripation System r.Type' zone Irr. Eff. Area Seasonal Plant Facto M Spray/BublDtip 3a 0.9 "za2z;aao s Low Tree 4 Of 11 Construction Details L1.03 Input Zone 5 Of 11 Construction Details L1.04 3eeaon Zonni Etc Plant area camersion matters Ceti„atel. PROJECT MANAGER Square Footage Calculations Vdue Faulur ay It. C 82 74e Irn.E'f YJaler k be Sprtng 16:5 0:2 z827 cb2 Toe C €:.58 Cumming LLC 6 of 11 Irrigation Plan L2.01 Srrmrnnr 45 75 0 '78i7 r`F2 74R :,4 ?;i'rf? I Tres&Shvb;?aware toot. 1zsz3 27201 Puera Real,Suite 370 7 Of 11 Irrigation Plan �•� Turf;�q-jareicd 6808 Fran W1ter 1275 0? 27 cb2 74e 09 6.n1 Viejo,CA• 3660, oTAL �•o� Mission900.0440 F�49.900.0450 8 of 11 Irrigation Details �.� DearnlUoSeC�1an11E 01 Tot�tsgiiarp hnt�:�hhlP/Fialiller 791 T:ota1N�'aterfeatura Square too;a�e ?8 PIaMArtipationSyatemType" Zone kr::Eff. Area 5oasonal Plant Fxcter. Contact: Blaine Rhea 9 of 11 Planting Plan end Notes oa a Square foot 2423T SpraylBublDrip 3a 09 t591.000 7 Low Mod Tree loaf 11 Planting Plan and Notes �•� Total Lrandsce Contact: Steve Smith etas Seabun Zonal Etc N Arai t urroersun Fadurs E U rase# 11 Of 11 Planting Details �•� Zvne No. E.v /1cie,Adj. E142E07 Co rrer5ijn FacLua� Total Value sq,k E.62 NO lyd.Ef. yJatert se Factor 0162 746 MAMMA bprartE 16.5 i ' T Cb1 :4ti 7 c 5.46 57:01 0.5 0 E2 74:3 0Summer 4575 1551 C;62 748 O c 2c. 6ell-W9iel 1275 15C1 CS2 748 3C E:54 ARCHITECT 2 00.^02 0:5 0 C2 748 0 OTAL 30'� sa 75 0.5 o Ez 746 75+t 28844 Wimberly Allison Tong & Goo Siti UT.h f I U t`2 /4�i 10 9 88 0.5 0 O E2 743 0 PlarrU riciation System Typo: zone Irr.gF. Area Seasonal Plant Factor. 2260 Ur11V@rSlt�/ rIV@ Spray78ub/Drip 38 0.9 0.000 8 Mod Tr" Newport Beach,CA 92660 ��1 Season ZCAIal Etc Plani Area conwetslon Factors Enlma,ej T 1949.574.8600 F 1949.574.8550 Value factor sq.ft, C62 74f3 frdET; VdaterLse ���: � �� Esti mated Water Use 1 t,5 115 u r F2 ?45 ,r Contact: Bob Larson All r A2.14 Summer �15 75 0.5 0 C;62 748 0.;; OH [ IT ran-W,ter 1275 0:5 0 C-62 140 0C EITY f 8 11 Total Number of,plants ffl 0 OTAC LO-0 STRUCTURAL ENGINEER0 PAW A2.12 Number of lardslo water use %of TotalLandaeaae SouanFooh'as PfantArrifyi on$-atemType: Zone Irr.EfF. Area Seasonal PlantFactor.� KPFF COnsurdn Engineers � t 1 Leah 619 0.590 2536 000 Spray/Bub/Drip 30 as 0.000 9 Mo:dh4igh Tree g g• t), 2c7.60o � fCt`: Ri�tA �Lf�+ll«�21 e 2 LcmlMvc :110 0.1 Season Ztx ul ElC Plant ,area conversion Factors Forraiej Irvine Center Towers *� 1E � '!o�it , 3 Mod 274 r1 2811 1537 11rD Value factor sq.ft, L.ti2 14L In.t-t. Watertse 18400 Von Karman,Suite 100 A2,11 A2.13 4 Mo91-i i 0.000 0.000 Spline 1Fa Cl.6h r-I C.62 748 JS PAS# r " 5 Hig� 0,300 240�000 5ummm 45 75 0.65 0 C.62 748 3 C. Irvine, .2 2.10 2 10 3 Low Tree s O;,J,�o 2827 00o Fan-Wafer 1z 75 0.65 0 C.62 748 3 P 1949.252.1022 F 1949252.80$2 7 Lt rAAoc Tre 12 o.a 17 1591 000 OTAIL flA0 Contact: Roger Young 3 Mod I r2eS I.V-1013 0.Q1.110 0 M Dd l-i Troo 0,300 0.000 Pient4rrigatlon System Type• tone irr.E17. Area Seasonal Plant Factor. 1 a l Iig i Tme5 21 0.020 3299 000 S ra A3ubMfi 36 0.9 a299A00 10 High Tree CIVIL ENGINEER SPA TuLil CrSC Season Zonal Etc Plant :area Cow ersaonI-actars tsttmalet IKE Consulting Engineers value Fartnr sq ft r`F2 748 Irn Ff VJatarl sa 1%-L/ 1 PLAN Sprinc 5 ai_ C.62 746 [ -11 3821 S. Harbor Blvd.,Suite 100 /C fsHRul3s un,mer 4575 0.8 2CJ C.62 740 3 y '11.2Q Santa Ana,CA 92704 I ISSUES AND REVISIONS FaI1 Willer JbW 1275 0.8 '2C- 748 3 2 30,39 b. r r _��,.9 [.62 P 1714.241.0606 C 1714.460,7259 • Elf. Ares, 5eaaona�PlantFactert 18230 + 0 18 MAY, 2006 - BID ISSUE PlarrMinigation System Type Zorn Irr. TOTAL » SpraylSuWDrip 3a 09 2596 1 Low Shrub Contact: Matt Kirk n anal Cm Plait Araa t aiwer596 ra«nrs Cenn,3ted Total Tree And Shrub 3t►4.15 Contact: Kate Rice2) HSfdSW0 A 1 JUNE 2006 - STRUCTURAL SUBMITTAL Season z Velars Farfut s.n. E.62 -4 ltri:F`r. Water Ube a. Ik � t © 20 JUNE 2006 - ADDENDUM B Sprinc 16:5 10 2 260 C.62 740 0 7 89 PlantArripat-ton System Type: zone Irr.Elf Area Seasonal Plant Factor: Siwnmm 45 75 0 2 ,54t5 r 67 ?BR' } ?'f 6M Rotors 3a 02 6268 11 Turf Notes V © 31 JULY 2006 - ADDENDUM C and plailmment Fall.W^toi. 1275 -0 2 25C6 C.62 748 �.- 6S1Q. 'Season. Zonal Etc Plant Area conversion ractars crtinalea. OTAL ' Value FaIXur sy n C.62 748 Irn.E1r. Ydalar Ube t g _ r�.>;p ss 32 �0 24 AUG. 2006 - ISSUED FOR CONSTRUCTION Sprinc 1C.0 0.,6 52t8 1.62 ,48 0$ .rr ?A6 _}� ,Ay� IRRIGATION SCHEDULE Ill2 SEPT. 2006 - BULLETIN # 1 Plantflrrfpatioh System Type: Zone trr.Elf. Area Seasonal Plant Factor Summer 4, Ih 0.6 5�"H C.62 Al1 a ublDrip sa 09 2ersoo 2 Low/Mod Shrub Fan Wilier 1z 75 0.76 F258 C12 748 a s.2.7e This project has been designed with an ET Smart Clock.All irrigation scheduling and t� sp ry16 srraborr zonal Etc Ptmrl: wed `carraerbiun:Fadurs Eb6nrate� oTAL. 270.65 updates are automated, See irrigation legend for make and model �. � 2 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) 'Value Factor sq.tt.. C.62 ?45 Ird.Ef. Water Use ;prm€ 16.5 0.35 237.8 L,ez :ab 0 c 1 53 Total Turf 270.65 -. , .. ,48 -_�� 4:24 MAINTENANCE SCHEDULE ��� Summer 4, IC, U At l31 H C.S2 PlantArrigation System Type zone Irr.Erf. Area Seasonal plant Factor. Fall-W lei 12 75, o.as 237$ C-62 74e 0 s 1.is Spray 3a 0.76 gsso 11 Turf Please refer to the City of Palm Deserts current Maintenance Guide edition, OTAL 6.96 Season Zonal Etc Plant Ate3 Conversion hatlon tstimafe Alt s *ribs) �i t9f1 Value F .actor sq. L.62 'Ali Irn LI: Watert-se l� Sprinc 16..5 0,76 '1550 C.62 748.. J:7' 21.42 Type iolanflTrrf atfon6 fen Type: Zane Irr 154F. Area 5ra+orralPkrrtFac3or: ct¢nmer 4575 06 1550 [.62 748 0;7 17 r135 pray u np a' 7b32A00 Mo hru Fall-W[1ei 127`i 0::'0 15°0 C.62 ,748 17E 6r0 .". P 'Season Anal Etc Mani Area Conversion I-e tors tetnnatetl OTAL 8<i't0 `v'ahK+ Fartnr rq ft r F7 74R Irri F Watarllsa w S inc l e 5 17 C.62 746 3. Total Turf 85.10 sunm,ei 4575 0.5 1781 C:62 74Q 0:C-. 37.5.2. s. Fall-Wntec pacitv 12 75 0.5 1761 C.62 748 0 c 1C.4G PtantArripation System Type: Zone Irr::Eff. Area Seasonal Plard Factor. OWth JTAL 51.$1 VIE 18teu1aahtro 3a 1 28 12 Moving # s s :Season Zonal Etc. rtani- Area Common Factors Eenma,ej ° The original size of this drawingis 36"x48" 1311antllrrlgatlot257fatem Typa• Zone Irr.EF. Area Seasonal Plant Factor: Value racto, sq ft C 62 740 Ird,C-T Watei Use IE Spr ubMn 3a '02 0.000 4 McclMi h Shrub 5pnnc 1G._-3 1.2 28 C.62 74e IT Saacnn 7r)[-t�I Ftt' Plant. Ahtaa CmwPminn Farinm Foimatad 4immor 45 75 112 ;8 r F'J 74R 1. 1 77 Valua Factor sq tt C.62 .748 Irri:E`f VJatarl Us; Fa11-Whtar 12 75 1? 28 C 62 748 1 0.36 � �� I � Sprinc 7 C.62 748 6 OTAL 2.08 APPROVED - �. I V . 3urrrmur 4575 �.,;� � C.62 74� 3 t FI DSCAPE PACKAGE �' �Il�d to Fait-Wilei 1275 0.65 0 C:62 748 0 Tcatal Wakerfealure: 2.fJ9 1 ddp Ito old a:alo 4 B�' BY: quo"Uty .A} ©TAL Total Estimated Water Use T21.9$ ', Plantlirrigation System Type: Zone Irr,ER. Area Seasonal Plant Factor: LAAQSCA MARMGf3t r 9G, DATE�=---- Z SpraytBubt©rip 3a as 249,0W b Agh Shrub �� Cj�O > III season Zonal Etc r'lant Area Eetimsted 5 Value rector sq.ft:._ 1.62 740: Ird.C`f: Water Use G�TUAai co��' C. SPRINGS Sprinc 1&,5 0.8 o C.62 748 QQ DESERT Summer 45 75 0.8 0 L tit l4Fi 1'S C.00 J Fall-Witar 12'75f 0 C'.62 ?A8 59 C OQ lire � W MARItIOTT"RESORT 08 oTAL, 0.00 t r 2 be PALM DESERT c to#n d 1 pe plan,Mast re-submittedto the Ci y Ot i AM DOW SHEET TITLE tw l. WATER CON SERVATION N APPROVED BY: APPROVED BY: o , MENT CONCEPT STATE 90 Building and Safety Permit Number: 00322250-CTI Maximum Water Allowance : 754r29 DATE DATE r goof o 72 98 � Miscellaneous Permit Number: XOOOOOoc-MSC APPROVED BY: Total Estimated Water Use SCALE DATE SHEET APPROVED BY: 1 section4216t4217offtgovemmellt Landscape Permit Number: -ELC 20 DEC. 2i` code mquilresa cog won deraoatlon DRAWN BY PROJECT I number be Issued before a permit to s ' '""Ibe"6d Grading Permit Number: 00322212-GPRE STAFF 034033-i DATE DATE a call(2)workN days before you,chg. e II _ - j . o A o e 0 e e 4000 ALL BOULDERS DIRECTLY ADJACENT TO __■_ HARDSCAPE SHALL BE PLACED PRIOR TO EACH TYPE OF PAVING CONSTRUCTION. COORDINATE WimberlbAlson Tong & Goo PLACEMENT OF BOULDERS WITH LANDSCAPE Architecture, eSI , Plannin and Consultin ARCHITECT FOR FINAL LOCATION AND gn g g ORIENTATION. 2260 University Drive, Newport Beach,California 92660 Telephone 949 574 8500 Facsimile 949 574 8550 EPTDESIGN landscape architecture I urban design I planning i -rive Approach Per Civil 844 East Green Street,Ste. 201 w1Q� ;, -- V`s �\ Pasadena,CA 911 O1 81-011 T 1626.795.2008 F 1626.795.2547 �\ T iC81 of 4 www.eptdesign.com 8 d co \ Existing Paving { \ ° ° d Existing Paving � 0� �`���`�"So O ° 1a MIN. d n C4 .pt` a3lot -- G � Existing AC Paving, Existing Paving P d n a� See Note 2 See Note 2 o� CA`\F a ° ° \ �• "' ° `CONCRETE LOCATION IF ADD See Note 1 ,,.... ',•' . .• , \ ` ALTERNATIVE IS NOT ACCEPTED 11 Typ. C .. B \ / 9 \ / C D 11 Typ. a ° c ,a Pi s Studio R7'-0' B n d ' D •f ,, / (a \ / d ,Q, 1 E E D ^ Cg \ Existing Pave :..: D O g Existing Paving .. \. O 2 \ ° See Note 2 See Note 2 : • :'' °� \ ° 0 ° ° p ° '-, , .• '... a .,. ••. ,-. M1 L1 .0 ° ° ` • O ° a a / DC � ° ° oa O C 2 00 • ° ° ° D ° 00 ° / ° ° ° 0 O Join Flush O o ° °° See Note 1 °°P ° ° ° °� boo - r EDGE OF LAKE VeStIIJLJIe ° 41 4 • ° Movement Studio Y A O Mew G ° FASTING \ / \ C v ® . " \ �/ :. . LAKE - � . • •� ADD ALTERNATIVEC� :. '. 0 X 2 R14'-0' B C : • o / See Detail M Sheet 12 :.\ L1.04 for Layout o o° 2 :' \ Y Enlargment of this 2 A°� 41- Area ° � ° 12 ° \ 15 C ° p ° O ° c yp ° / ScorelineY TYp. 11 ° o 0 0 ° ° Expansion Joint TYp 14 / ° ° B 4 o ° Manicure co � -. _z ° 2 co o .11/ ° D B °oo0 2 b / a Electrical 2 : . 2 D O \ O E �o� Qr Hair / a &D I `t/ A ° 1 C a N PA PA Trellis Posts� \ 2 ° Mechanical Fitness Center r & Sha poo � Pedicure C O ° ° a O p ° 22 22 / 264 Cv ------ y. a n ^ 11111, RANDOM IN S 6',p. n F.O.B. I� FOSSIL SAND STO 106 `O g CONTRACTOR TO AS SHOWN �� � � 0 PROVIDE 120V n Salon \. POWER SUPPLY Reception Mechanical Fo er R2' pry -8 ``• Allassage 19 A2.15 4 l 11111 , Retail A2.14 ° I , \ R3'-4" ° a A2.12 o r a 0 A2.11 A2.13 �-� Pump Room � ` � T SEE ° ILINE EET - 0 l\\� 0, `� i g _ 7 M TCHLINE - SEE SHEET L1 .02 SPA KEY PLAN ISSUES AND REVISIONS 18 MAY, 2006 - BID ISSUE 0 1 JUNE 2006 - STRUCTURAL SUBMITTAL © 20 JUNE 2006 - ADDENDUM B © 31 JULY 2006 - ADDENDUM C 0 24 AUG. 2006 - ISSUED FOR CONSTRUCTION Al 12 SEPT. 2006 - BULLETIN # 1 2 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) MASTER CONSTRUCTION LEGEND MASTER CONSTRUCTION LEGEND CONSTRUCTION NOTES LEGEND ITEM DESCRIPTION MANUFACTURER MATERIAL/MODEL COLOR FINISH NOTES DETAIL ITEM DESCRIPTION MANUFACTURER MATERIAL/MODEL COLOR O OR FINISH NOTES DETAIL 1. Contractor responsible to verify locations of existing underground wet and ITEM DESCRIPTION O Concrete Paving- Natural Color - Concrete Natural Light Broom Finish A,B/L1.03 dry utilites,foundations,etc, Contractor to familiarize himself with the site 2 Colored Concrete Paving 16 OMITTED _ _ _ p prior to start and report and discrepancies to the owner's representatives p q Plano Area Davis Color Integral Color Concrete Cow Light Sandblast Finish A,B/L1.03 17 New Hot Tub at VIP Patio _ _ _ Corrtractor to submit shop drawings of spa to landscape F,H,I/L1"04 of any work, n9 ONatural Concrete _ _ architect and City of Palm Desert for approval. 2. Contractor shall provide slurry coat to all exsting ashalt area upon rE J Expansion Joint Natural Medium Broom Finish A,B/L1.03 18 New Stucco wall per Structural Engineer - _ - - completion of hardscape construction. ° The original size of this drawingis 36"x48" 3. All Stone to be treated w/'Stain Proof"By DRY TREAT 4 Colored Concrete Paving Davis Color Integral Color Concrete C�oa Light Sandblast Finish A,B/L1.03 ADD ALT. 1 g New Viewing Garden Fountain Garden Temple Guatemalan White Limestone Chiseled White Contact:AI S act 800- 2 _ O5 Fossil Sand Stone Paving Arizona Tile Fossil Stone _ - Cut to 18'x 18"by Supplier Limestone p ( ) - Waterfall Contact David Mills at Garden Temple 818 783-0079 P 540�478 E I/L1.03 O - www.g al to fountain. om,Contractor shall provide 120V ADD ALT. =Additive Alternate\ Laytex Modified Thin Set 18 x 18 Contact:Cory Hubbard 858-566-5970 20 New Garden Fountain Garden Temple Plinth Waterfall Chiseled Whyte electrical to fountain. _ 4• ` Limestone 6 Limestone Paving SpecCeramics limestone 5, See Civil Engineer's Plan for grading and drainage. 12"x 12' Ivory Light Sandblast Finish Contact:Gail Kelly 714-808-0134 1/L1.03 21 Modify Existing Hot Tub to Cold Dip - _ _ _ Contractor to submit shop drawings of spa to landscape _ _ architect and City of Palm Desert for approval. �a ADD ALT. O Concrete Units Pavers Angelus Block Co. 1S axidla2rd�uare 60mm, (',ream Standard Finish 714921-0281 L L1.03 Surface mount ' / 22 5'Wood Bench Smith and Hawken Bilbao 5'Bench/Teak - _ with manufactures brackets and O12'Wide Concrete Band _ _ _ per their specification. - Natural Smooth Trowel Finish L/1-1.03 23 New Planter Cut Into Existing Paving DESERT SPRINGS 9 Concrete Curb - _ Natural _ E/L1.03 ADD ALT. 24 New Pilaster W/Pot Pot Quick Crete LA Jolla OR-6J4815P ARR040 ACID ETCH JW MARRIOTT'"RESORT Cap Concrete Cocoa by Davis Color Smooth Trowel Per Detail PALM DESERT L/L1.04 10 Flagstone Stepping Stones Southwest Boulder and Stone Classic Oak Flagstone - - 760-342-5522 - 25 New Wood Fence and Gate - - - - Per Detail SHEET TITLE J/L1.03 Five Sizes B= 24 ��C-36x36 26 Natural Concrete Landing A,B/L1.03 11 Boulders Avg.Size =2*4x24 D= Southwest Boulder and Stone I Golden Ray Quartzite - - 310••829 Natural Medium Broom Finish -4010 H/L1.03 E=60x72 Railing - - - - U/L1.03 12 Sign Wall With Stone Veneer Bourget Flagstone Co. - _ _ 27Spa Sign shall be on both side 2 M,T/L1.03 2 28 Colored Concrete Paving at Pool 13 Garden Bridge - O Light Sandblast Finish rxxete color to match existing pool deck AB/L1 03 /� CONSTRUCTION PLAN Per Detail K/L1.03 Contractor to submit sample to Landscape architect Santa Fe Cobble 2 29 VIP Spa Equipment Fence 8 Pad - - - - by Landscape Contractor G/L1.04 " Size to be determined 0 2 4 8 116FEIET 14Dry Stream Bed Southwest Boulder and Stone " � NORTH Scale: 1/8"= 1'-0° 2 (4-8 in Diameter) - - 760-342-5522 Q/L1.03 30 - - - - - - 15 Entry Courtyard Sculpture on gravel - (Provide power for Caccent lighting) lient SCALE DATE SHEET NO. 1/8" = 1'-0" 20 DEC. 2006 DRAWN BY PROJECI) NO. L1.01 ° ° STAFF 034033-70 ° ° ° I , MATCHLINE - S SHEET L1 . 1 ' • ° • � � � - © `�: • � '� � " MA CHLINE - SEE SHEET L1 .01 4 LM Massage 29 p Pum Room _ Reception Lobby ;"`� ; Skin Care a� HOT TUB EQUIPMENT �� Skin Care x AND FOUNTAIN VAULT / / LOCATION, PA VERIFY LOCATION IN FIELD. 17 `\ Q �' �-p� Wimberly �SOn Tong & GOO Architecture, Design, Planning and Consuldn Group \ g g Perpendicular 2260 University Drive, Newport Beach,California 92660 TYP. k;' '. .; �`' \ . r Lobby y PA 1 Y Q O Telephone 949 574 8500 Facsimile 949 574 8550 \ EPTDESIGN P /1 landscape architecture urban design planning NN 31-40 • a sin n Luxuryyv --- ' . .• ..: •. .' / _ ' ___ s eel,Ste 201 Couples 844 East Green Street, \, \\ v\ Pasadena,CA 91 101 A m T 1626.795.2008 F 1626.795.2547 x www p g coin CA +31-81 .19� � ,i v VIP Sui -- \/� PA ---- \ \ \ v i�\ l \ o �gsoti ti \ PA Lzi m -I 25 10/31/07 \ 4 \ \ \ /� -y F OF \F / `\ � TherapistCA i I O 10 Group Lounge ( 1 \ J \ �� Lounge PA v w , A i a /71 • / Sk�nare \ \ - Co-Ed Lobby ce I I d 2 V % \ vI \ m \ i 1. C 1 m \ 1 Product's v I I re Massage � , ,, v �' � , y o , I , NEW PA • • • \ I\ � e�'S ;' IIIIIII , t / IIII / � '• •'8�:" \ \ III / � Couples ,'' j � . � /, /, E "clul�Pr�av•. .h:.p•, ,i.�::�.".. �\ I, ; / \ \ � IIIIIIIII Massage )-0RETiiJLS; �' \`� -- - m � . �•8' _ �,; \% / � � III(I s I i I I NEW PA 20 \ Hammam� Hammam III 27 Existing Wall \ Mech. Mechanical \ Women s Lounge EXISTING POOL DECK \ "�- r Men's Lounge '� • .. : •:, \ SEE CIVIL PLANS \ Ste \ 2 FOR DETAILS FUTURE TRELLIS Steam •'• • ' SEE ARCHITECTURAL / \�--- _ PLAN FOR DETAILS i SEE CIVIL PLAN -- Sauna FOR DETAILS \ o Sauna : :.:. CONTRACTOR TO PROVID 120V POWER SUPPLY 4 EXISTING • cA ,v PA ' Whirlpoo Existing Pool Whirlpool _ P Whi of Damage to Existing Pool, �Y Coping, Deck,as a Result of Construction Activities Shall be '' st n ' Existing Fence Gate. FUTURE TRELLIS 1�,\ .�' �' :: � NEW � � ,�� ` Repaired by Contractor to a \ SEE ARCHITECTURAL /\ PA '\ Protect in Place. /r, \ \\\\ •.• / /\\\\\\\ Minimum of Original Condition. , / \ \ PLAN FOR DETAILS // /,'°\\\ \\T� -•:. •..,. ••• � 9� � ,•,,', /;' \\` Existing Wail q Existing Wood Pole \ \ \\\ \\\ >v< >v< // \/ \\\ yam\/\ \ 'i\ \\ 28 Lake edge \\ \\ > < > >^< / \ /^ \ /' // \\ \\\ \\r / \\\ \\\ /\ \ / /\ r/ r / \ \r / / \ \ r40P \;X \ //„/ \\ \\ \\ \ / \ / \ EXISTING EXISTING EXISTING SPA PA � LIMN OF � �O \ PA PA WO PA RK 0 Existing Concrete Paving -Protect in Place FUTURE TREWS SEE ARCHITECTURAL ' PLAN FOR DETAILS 000 - ' EXISTING LAKE �;; /" ' EXISTING LAKE r' A2.15 m A2.14 EXISTING o EXISTING PA v °_ PA - ' A2.12 a\M W ° A2.11 A2.13 24 24 EQUAL EQUAL SPA \\ KEY PLAN O ISSUES AND REVISIONS %4% 18 MAY, 2006 - BID ISSUE I- V-0' "I 1 I- 4'-0" �A 1 JUNE 2006 - STRUCTURAL SUBMITTAL *% / © 20 JUNE 2006 - ADDENDUM B Sawcut Existing Paving © 31 JULY 2006 - ADDENDUM C A0 24 AUG. 2006 - ISSUED FOR CONSTRUCTION i I I Al 12 SEPT. 2006 - BULLETIN # 1 2 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) MASTER CONSTRUCTION LEGEND MASTER CONSTRUCTION LEGEND CONSTRUCTION NOTES LEGEND ITEM DESCRIPTION MANUFACTURER MATERIAUMODEL COLOR FINISH NOTES DETAIL ITEM DESCRIPTION MANUFACTURER MATERIAUMODEL COLOR FINISH NOTES DETAIL 1. Contractor responsible to verify locations of existing underground wet and ITEM DESCRIPTION dry utilites,foundations,etc. Contractor to familiarize himself with the site O Concrete Paving- Natural Color - Concrete Natural Light Broom Finish A,B/L1.03 16 OMITTED - _ _ _ _ _ and report and discrepancies to the owner's representatives prior to start PA Planting Area of any work. O Colored Concrete Paving Davis Color Integral Color Concrete Cocoa Light Sandblast Finish AB/L1.03 17 New Hot Tub at VIP Patio _ _ _ _ Contractor to submit shop drawings of spa to landscape F,H,I/L1.04 E J Expansion Joint » nteg 2. Contractor shall provide slurry coat to all existing ashalt area upon ° The original size of this drawing is 36 x 48 architect and City of Palm Desert for approval. Completion of hadscape construction, ONatural Concrete _ _ Natural Medium Broom Finish A,B/L1.03 2 18 New Stucco wall per Structural Engineer - _ _ _ _ _ Davis Color Integral Color Concrete Light Sandblast Finish Guatemalan White Limestone _ Chiseled White - 3 Contact:AI SpaetA I Stone to be treated , t800-540-3478 Proof"By DRY TREAT �i 4\ Colored Concrete Paving te9 Cocoa V9 A,B/L1.03 ADD ALT. 19 New Viewing Garden Fountain Garden Temple Waterfall Limestone Contact David Mills at Garden Temple(818)783-0079 2 www.gardentemple.com,Contractor shall provide 120V 4. ADD ALT. Additive Altemate\ Fossil Stone _ _ Cut to 18 x 18 by Supplier Chiseled White electrical to fountain. O Fossil Sand Stone Paving Arizona Tile Laytex Modified Thin Set 18"x 18' Contact:Cory Hubbard 858-566-5970 I/L1.03 O New Garden Fountain Garden Temple Plinth Waterfall - G���e - 5. See Civil Engineer's Plan for grading and drainage. O Limestone Paving SpecCeramics Limestone Ivory Light Sandblast Finish Contact:Gail Kelly 714-808-0134 1/L1.03 21 Modify Existing Hot Tub to Cold Dip - _ _ _ Contractor to submit shop drawings of spa to landscape 12'x 1 r architect and C of Palm Desert for approval. ADp O Concrete Units Pavers Angelus Block Co. 124 x 12"Square 60mm, Cream Standard Finish 714-921-0281 L/L1.03 22 5'Wood Bench Smith and Hawken Bilbao 5'Bench/Teak - _ Surface mount with manufacture's brackets and Standard per their specification. DESERT SPRINGS O8 1 r Wide Concrete Band - - Natural Smooth Trowel Finish L/L1.03 _ _ _ _ _ _ 23 New Planter Cut Into Existing Paving JW MARRIOTT"RESORT \9 Concrete Curb - _ Natural _ E/L1.03 ADD ALT. 24 New Pilaster W/Pot Pot Quids Crete LA Jolla OR-6J4815P ARR040 ACID ETCH per Detail L/L1.04 Cap Concrete Cocoa by Davis Color Smooth Trowel P DESERT SHEET TITLE 10 Flagstone Stepping Stones Southwest Boulder and Stone Classic Oak Flagstone - - 760-342-5522 - 25 New Wood Fence and Gate - - - - Per Detail J/L1.03 C=36x36 26 Natural Concrete Landing - - Natural Medium Broom Finish AB/L1.03 11 Boulders Five sizes A=12x12 D=�48 Southwest Boulder and Stone Golden Ray Quartzite - 310-829-4010 H/L1.03 CONSTRUCTION PLAN Avg.Size B=24x24 E=�7 - - - _ - 27 Railing U/L1.03 \12 Sign Wall With Stone Veneer Bourget Flagstone Co. - _ _ S Sign shall be on both sideY2\ 2 _ _ _ Concrete color to match existing pool deck 9 rg ag Pa 9 M,T/L1.03 28 Colored Concrete Paving at Pool Light Sandblast Finish Contractor to submit sample to Landscape architect AB/L1.03 13 Garden Bridge - - _ _ Per Detail K/L1.03 2 29 VIP Spa Equipment Fence&Pad - - - - Size to be determined by Landscape Contractor G/L1.04 0 2 4 8 16 FEET 14 Dry Stream Bed Southwest Boulder and Stone Santa Fe Cobble _ _ 760�42-5522 0/L1.03 30 - _ _ _ _ _ _ NORTH \ (4-8 in Diameter) O Scale: l/8'= 1'-0' SCALE DATE SHEET NO. 2 Sculpture T.B.D.by Client _ 1/8" = 1'-0" 20 DEC. 2006 /< 15 Entry Courtyard Sculpture on gravel - (Provide power for accent lighting) DRAWN BY PROJECT NO. L 1.02 STAFF 034033-70 I ,. CONCRETE CURB.SEE MAg>FA 1. STREAM BED ROCK: S011tliNlEST 1. LEDGER STONE WALL CAP,GOLDEN RAY 1. tr x 1 r STONE PER PLAN CONSTRUCTION LEGEND SHEET L1.01 7 1 QUARTZITE,AVAILABLE FROM BOURGET 2. MORTAR BED AS REQUIRED,3/4'MINIMUM. FOR COLOR AND FINISH 1. 4'THK:K CONCRETE PAVING. BOULDER SIWTA FI?COBBLE 2. NO.4 FEW CONTINUOUS AND 2. N0.3 REBAR®24'o.c.EACH WAY. 40%I-r,30%2-4',30%44" 2. LEDGER STONE,GOLDEN RAY QUARTME 3. D COME BASE,SEE CONCRETE PAVING 6' 3 li? TEREDRADIUS, 4. COMPACTED SUBGRADE PER DETAIL.AIL1.03 3. 1�2'RADIUS,TYP. 2. MIRAFI FILTER FABRIC 2 AVAILABLE FROM BOURGET'BROS. 4. 90%COMPACTED SUBGRADE 1'1� 4. ADJACENT CONCRETE PAVERS,SEE GEOTECHNICAL REPII 3. 90%COMPACTED SUBGRADE 3. MORTAR A8 REQUIRED. 5. 1/4'GROUT JOINT,TO BE LTTHOCRETE, . 4. 12x8x19 CMU BLOCK GROUT EVEFIY OTHER COLOR TO MATCH STONE.PROVIDE SAMIPLE CONSTRUCTION PLAN SHEET L1.01 AND • 5 DETAIL X/L1.O( ' WIDTH VARIES PER PLAN 3 CELL SOLID. GROUT CELLS WITH STEEL FOR AppFgV/� ° 5. ADJACENT PLANTING AREA A COLOR D FINISH OF CONCRETE PER REINFORCEMENT. 6. #3 FEW 0 1 r O.C. ° • - - 6. SJ30RADE DEPTH AND COMPACTION 5. #4 REBAR®32'O.C. PLAN. 4 6. FINISH GRADE PER PLAN. ill_III-==1T W PER GEOTECHNICAL REPORT B. LOCATION OF SOOtiE LINES,HAND ° -f-_Ijl._ - TOOLED JOINTS AND EXPANSION JOINT'S 7. CONCRETE FOOTING. a �- - PER PLAN 8 S. #4 REBAK CONTINUOUS. ' ° •� --�- C. REFER TO DETAIL B,THIS SHEET,FOR 5 9. COMPACTEDSUB-BASE. 1 2 Lr__�_. lI-l-- 10. METAL STRAPS. 5 L�1-Z-1 I�T D. REFER M DETAIL C,,THIS SHEET,FOR ° ° ° 1=Ill_, Whberlbesign, Allison Tong & Goo _ �I:-I I = �' ° , • ' ' �_ - Architecture, Plannin and Consulting TYP.CONTROL JOINT'11[-1 TIT I�f ll1--� $ - 11lli • • �I 2 , 3 MIA LI III 11l-III-11�=1I1-B - 7 8 50 I-- I^-I -1 -1 V_ . -- 2260 University Drive, Newport B California ____ � Telephone 949 574 8500 Facsimile 949 5 4 5 ° 1I 1-I. J1 � ' • IT_-111 -L�( 111-1LI--(11- I L-Ill-T •'��'-. : a a ° .- ° • _ I11-IL--M lI_l- ICI=JIL�II -_ a • _ ° ° a ° , ' _� - I .I --I 1I I=1 ° - ° ° ° III - Il-_I I II L_-Ill� 1l�L I I III_ - - - - _ ° a • ° - =I ll"1 _Fd- =l -L11= -- 'J1=111-111-111 -111� ll1 1 1 II II II ll 1- _III I '� I I L-III -111 lll-III-_-lll 1_l - - - - - - - - -_ -T-�=11 --11I_LI__I I-III-I x�w II-I I I- 3 -ll1-111-111 �1- 6 �. ' ° > EPTDESIGN _-IT-I=1LI=_-__I a ,_-- - - _ __ _ 111-111-111=L I I-11=1=III-lll-lll-�1=1J1=1L-L11-ll-1 l l-I LI=ll= -I -ll- r--�_ _ _ I I-1 I I-1 I I IIII-1 11= _ITT=I I 1I1111-IIII-��1111 I_11L�-�111�-�111�_�ll1-I Ill1-I 11111-I 111-111=111--ll1-111� 11111 111= I - .. 4 . ° ° " 111 ,Ll�ll1,-,,LL�LL!�11!�Ll�11lli-, �!11 IIII I I landscape architecture urn design Iplanning 1 -�-�-�-�-�- I =1 I I=1 I I=1 I ' . _:!�_•. I I I=1 I I I I � >_'-' >L -1�[1-III-I11-111-�-ll-1L1 - - o � 844 East Green Shsef,Ste. 201 2' _ _ _ Pasadena,CA 91101 -III-III- 4 T 626.795.2008 F 1626.795.2547 2 - =�-ll1=LI 1-III-ll�-ll- I _ 11-1 11=1 I I-I I • • 11=1 11- 2 -III-�1-ll-lll-ill-�-ll� __ 1I1-I I-III _ _ _ 3 -ill-ll-ll�I i� -i�f �1 III I� ll-�11- -1 -1 -III I ° e �_ www.e�ign.cm " -111 �l l I I IIZ��jr�l 1 �II1�1 I I II II L�L1�1T 9 -I 1 I I 1 I I 111 I I 111 11-Ji' I I I I I I 7 �o • ° � o Stone Sign Wall Stone Paving 6' Concrete Curb ConcMe Paving Stream Bed M I _ Scale:3'=1'-0' Scale: l 1I2'-1'-0' \Ksso F QScale: I 1 M-11-M Seale:3/4'=1'-0' 1. 4%4'POST NOTES: 2. 2W FENCE CAP A POST SPACING VARIES-e MAX. 1. Yd THICK FIBER JOINT WITH JOINT CAP-FILL 14 ---- 3. 1'X4'TOP RAILS(ONE EA.SIDE) JOINT FLUSH WITH APPROVED SILICONE P.I.P.INTEGRAL COLOR CONCRETE,SEE MASTER CONST.LEGEND FOR COLOR AND FINISH. 4. 1'X8'TONGUE AND GROOVE BOARDS B. LUMBER SHALL AL CEDAR.PAINT 2 COATS 5, 1/2'X4'BOTTOM RAILS(ONE EA SIDE) CLEAR COAT SEALER,SATIN FINISH. SEALANT TO MATCH ADJACENT CONCRETE 9TF qP CA1-\F� #3 CONTINUOUS FEW 12'@O.C.BOTHWAYS. 6• HEAVY DUTY POST BRACE C. FENCE TOP SHALL REMAIN LEVEL,STEP IF PAVING, S,T 3. NTAIN PLUMBING OUTLET,MULTIPLE LOCATIONS PROVIDE SHOP DRAWINGS. 9 NECESSARY.BE 2. N RADIUS,TYP. 4. BLACK MEXICAN BEACH PEBBLE 7. CONCRETE FOOTING D. GATE TO BE LOCKABLE FROM INSIDE SPA Ste, g, COMPACTED SUBGRADE 3. N0.4 REBAR WITH N0.4 SPEED DOWEL AT 5. 1 LIMESTONE BAND,SEE DETAIL 1/1.03 9. GATE TO HAVE SELF CLOSING HINGES AND AREA C O.C. 6. 5/8' HOT DIPPED GALVANIZED CUSTOM GRATE WITH ANGLE IRON HANGER EPO�ED SELF LATCHING HARDWARE. 4. CONCRETE PAVING INTO AIN WALL 1 1 7. AUTO WA LL DEVICE 8. WATER A SEE CONSTRUCTION PLAN FOR LOCATION 9. WATER ED ON INSIDE OF FOUNTAIN 4 2 2 OF EXPANSION JOINTS 10. WATER STOP 3 B. SUBMIT SAMPLE OF SEALANT TO LANDSCAPE 11. P.I.P.CONCRETE OR BASIN AND FOUNDATION 6 1 1/2' 3 ARCHITECT FOR APPROVAL 12. COMPACTED GEOTECHNICAL REPORT / 4 13. TRENCH DRAIN D GRA CIVIL ENGINEER 4 14. 1/2'x r GALVANIZED BOLT I w/MASONARY INSERT @ 9'O.C. w 3'-1'-0' NOTE: r 4' CONTRACTOR TO PROVIDE DRAWING AIN MECHANICAL SYSTEM. 8 1 2 3 SYSTEM SHALL INCLUDE BUT NOT LIMITED T(4'X4'MAX)PUMP FILTER, CONTROL TIME/CLOCK,ELECTRICAL.PLUMBI AS REQUIRED FOR OPERATION.LANDSCAPE ARCHITECT TO DRAWINGS PRIOR TO • CONSTRUCTION.FOUNTAIN VAULT PACKAGE VAULT PACKAGE BY • ♦ a ' THE FOUNTAIN PEOPLE OR EQUAL. j j �: •"• a"-- . ;" .• ; , , . ♦ . 5 5 I _ i �i ��=I '• •: I=1 I II_== I I •� •: I 1==��,- - .• -I�, g I I-I i 1= 1'� 1 - .. ' III=III-III-III-I I .•, ' .w I I- 11=III IIII- - I�III.. .' 111-' MIN. MIN. 6 -_ • ;, 1 ll •d. 11 a II •d. 7 - 4. 7 ,'-0'DIA 8 Doweled ansion�Ioin�t (lsoiate�d) ._____ //////////////////// 4 i, Privacy Wood Fence And Gate (Additive Alternate) B /,-/�/ Sole:r=1'-0I' 5 S41" , ,� 1777 77-7i�7TilTTi/r/r/r/i/r/r/r/i i/i /i/ SIZE PER PLAN �4, 1. 4'X4'POST' 1. CONCRETE PAVING EQUAL. EQUAL EQUAL Ems- 2. ZW BOARD 2. �4d WIDE TOOLED JOINT • . ° . -><✓-/� ,�-,�.,� 3. HAND RAIL r 4. rxa'DE 5. CO PLAN A S CONSTRUCTION PLAN FOR LOCATION 6. POST BASE FOOTING SEE EN ABOVE �;. 4 - NOTES: ,- _ MIN. - „ _ 11 �1;'^ A WOOD FOR POSTS,POST CAP,BOARDS AND 2 `�-�,�, � 't., -�`� •`, ,ti :i r _ RAILS SHALL BE�1�C,�E�D�iA�Ry��� ��p 12 o 0 0 o B. CONTRACTOR a�f-A L SUBMIT S -M- N DRAWINGS INCLUDING FASTNERS TO o ° 0 W\LJ�T.Ar1f-L ARCHITECT FV�I Hrrf7V11� 5 DEPTH EQUAL TO 1/4 THE 2 THrMESS OF THE POUR �i�'� r �a r , �`.�' •n s. •'"` "ram :- l)� r s- ,.�_, �;��5_I , �`.- ,'l >e 'l" `,•\ •��, �� .a• A • IF 77 ,� - �� ��: •��1,� , =),\ iV.r, _ _ . :��' �_ r` -r`. _ �y �. _p sir- ��' VIt 7, A ° o 0 0 ° • •♦ ♦` B :y 1 ._. ''.- - 1 �' `�- '• r`> � Try ` " �� ,�•';T��, ` - - 0.1 - .__ ', ♦,• •• d f• • .. ♦'• '\•, < ->: - i./_ •-` .•4~ _ ` O ! AA ♦ ♦• : 'I 1. tl,• • • Q , p ��`_ - %i �� ' ` \,1 .1�,1\� . ; �� ,- •fir -� .�,` - �H- 's�•,' _ � ,y..' � :� _ �-� -_ t_:n-s _ a x� - 1I I=1 11=1 11- 1 I-1 I I I=1 I I-I I . I I I- 3 a d a a I I I I I II I I1 I a a I 1-1 i 1= a a -11111 ` a ,111 a III a a o Secdon I I I . den Bridge C Contraction Joint Entry Fountain scale:7-110 scam: 11I2-110 Sole:3/4 -110' 1. CONCRETE CURB PER PLAN 2.CONCRETE PAVERS PER PLAN 1. BOULDER PER PLAN O A2.15 1. LEDGER STONE WALL,REFER TO 3.r BEDDING SAND 2. EXPANSION JOINT DETAIL M/THIS SHEET 4.AGGREGATE BASE LAYERED AND COMPACTED 3. FILL WITH SILICONE D APPLY SAND 1 1. PRECAST CONCRETE CAP: 2. PLANTING PER PLAN PER GEOTECHNICAL REPORT 3. BOULDER PER PLAN,REFER TO 5.COMPACTED SUBGRADE PER GEOTECHNICAL 4. PAVING PER PLAN ' NATURAL COLOR,1 r WIDE X t A2.1 DETAIL WL1.03 REPORT 5. 90%COMPACTED SUBGRADE � 2 2.3. #8 4 REBAR CONTINUOUS D 4. SPA SIGNAGE PER SIGN 6.EXISTING ASPHALT PER PLAN CONTRACTOR- SIZE&MATERIAL TO ��� 4. #4 REBAR�16'O.C. O MATCH R8' BE COORDINATED W/LANDSCAPE NOTES: A D PLANTING INTERFACES SEE PLAN FOR BOULDER SONG,HARDSCAPE2' 3 5 BUILDING(COLOR#THICK PLASTER. �D FlTRAP)NISH TMANUIR BY AZ.12 3-9' ARCHITECT 6 A CONTRACTOR SHALL INSTALL PAVERS PER 5. SPA ENTRY SWAGE(EAST FIRE MANUFACTURES SPECIFICATIONS. B. COLOR OF SAND TO MATCH ADJACENT PITfSBURGH PAI . COORDINATE WTIN ARCH 11-7 S 1 ACEESS) PAVING 5 6. WEEP FINISHED GRADE A2.11 A2.13 7. 90%COMP SUBGRADE CIA. CLR. 8. T1NG NOTE:1. SPA ENTRY W AGE WALL AT MOTOR 1'� 1 9. CORE 2-4'DRAINAGE HOLES THROUGH C� COURT:SIZE T-'L X 3'--10'H X 24YD C� SPA ENTRY SIGNAGE AT EAST FIRE SPA C--C ACCESS:SIZE 3'-9'L X 3'-10'H X 2'-O�D ° ° 1 °.• , ° m 2. SPA SIGNAGE TO BE SUBMITTED ° °° KEY PLAN 1 H E SEPARATELY BY OTHERS �e o 2 ' 7 ISSUES AND REVISIONS =1 1=1 1=1 I a 0 3 __ 4 III-III=III-I �' I I=1 I 1=1 I I=1�11 ° ° ' .e • o� o� o� o o��o � 3 2 8 - 18 MAY, 2006 - BID ISSUE Q0 1 JUNE 2006 - STRUCTURAL SUBMITTAL _ II I II II II II 111 00 000 0o 0 0 00 T ATQ o 0 0 0 4 _III=III= 11I I1 II I IIII I �11l I I1 20 DUNE 2006 - ADDENDUM B =1 I II I1=1 I I=i --____----_-----__ . III=1I I- I-III=III- 31 JULY 2006 - ADDENDUM C 3 III-1 11=1 11=1 1=1 11=1 I I-I 11=1 1=1 1=1 11=1 1=1 11=1 I EE I I-1 11=1 11=1 -1 1=1 11=1 11=1 I _ DESERT SPRINGS = 1=1 11=I 11=1 I I=1 11=1 I I-I I M I I-1 I I-1 I I-1 I I-1 I I-1 11-1 I I-I I I-I I I-I I =I I I=I 11-1 11=1 11 5 I i-1 i =1 -1 1-11,. `I =1 I I- -1 =1 �I-III- '- � I ( ° III= 24 AUG. 2006 - ISSUED FOR CONSTRUCTION MARRIOTT"RESORT I 1 1= = 1=1 11=1 11=I I =1 I I=1 11=1 11=1 I I-I I I=1 11=I I -1 I I-1 I -I 11=1 11=111=1 11=111: - 1=1' r -_ _ III III III III 11� I I-I I-I I Tom' 11=III=III=III-III-III-III-III=III=III-III-III EIII-III=III=III=III=III=III=111=_ - =111 III= 12 SEPT. 2006 - BULLETIN # 1 �-� PALM DESERT I I I=1 I I=1 1=1 11=1 11=1 11=1 I-1 I I-I 11=1 1=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 I _ III-III- I I-III-I 11=1�'�r,r=- 1=III=111=III=III=111=I 11=III 111=1 I I=I 11=1 =I 11=III=1 I I=111=1 I I=1 I I=1 I I�I I I� II I -i I-III _III III �I I I-III=III=1T��� r--� - I I I=III=III=l =III I 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) -I 1=1 i i=1 I I=1 11=1 I FEI I FEI I IEl I I=1 11=1 11=1 I I-I I I-I I I-I I -I I I-I I I-I I I-I I I-1 I =�i_=1 i i i I;.i -11� - III III III I I III 111 III-1 I I-1 I l-1 I I-1 11=1 11=1 I I-1 I I-1 11=1 I I-1 I I-1 11=1 I I-1 I -1 I I-1 I I-1 11='' I III- -I 11=1 I FEI 11=1 11=1 I l=1 I FEI 11=1 11=1 I I-1 11=1 I I-1 I I-I 11=1 I I-I 1-' 4 1=1 I I-I 11=1 -I I I-1 I I-I 11-I I I-I 11=1 11=1 11=1 I El 11=I I *- l-III=11I-1- I-III-_l l I 5 'I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=III =I I I-III-I 11=1 1=1 1=1 11 -'�I-1 11=1 11=1 11=1 11=1 I I- . 2 I-I I_I Boulder Placement . Pavers at Concrete Band Typ�ca! Site Wa!! Entry Sign Elevation L H Tscale: l'=1'-0' Scale: 112'-1'„0• scale: l'=1'-0• scale: l/2'=1'-0� 1. 1 SQUARE TUBULAR STEEL 2. 111M.SOLID STEEL BAR The on final size of this drawingis 36%48" 3. 3I4'SQ.CONNECTION TO BE 4. SLOPE TOP OF FOOTING 2%MINI T NOTE: H E O A ALL METAL TO RECEIVE T OF PRIMER AND TWO PAINT. COLOR TO BE SELECTED DSCAPE ARCHITECT B. SHOP DRAWL BE SUBMITTED PRIOR TO 5'-0'MAX EQUALLY SPACEDLO INSTALIA EQUAL DESERT SPRINGS JW MARRIOTT"RESORT PALM DESERT SHEET TITLE 2 CONSTRUCTION DETAILS 3 'v SCALE DATE SHEET NO. 20 DEC. 2006 T N DRAWN BY PROJECT NO. L1.O3 STAFF 034033-70 ° ° Rifling at Pool 0 Seale:314'=11-W 1. PRECAST CONCRETE WALL CAP 2. FOUNTAIN PIPING PER MASTER CONSTRUCTION LEGEND.SEE PLAN FOR VAULT LOCATION. 3. FINISH GRADE 4. WALL PER STRUCTURAL ENGINEER,STUCCO COLOR TO MATCH ADJACENT BUILDING 6. 1/4%4'BRONZE FRAME AROUND MOSAIC 4 6, 4'STAINLESS STEEL STUDWALL TO BE ATTACHED TO ADJACENT WALL 7. 6001 BROOKSTONE PEBBLESTONE,SOLISTONE 301-669-6626,GROUT TO BE SELECTED 8. BRONZE SCUPPER,FOUNTAIN PEOPLE INC, 6� 9. WATERLINE TILE-OCEANSIDE GLASSTILE MINERALI LUNA GOLD#266- 1"SQ. 10. WATERLINE 11, STAINLESS STEEL HANDRAIL 6 12. INTEGRAL COLORED CONCRETE,SEE DETAIL C/L1.03 C 13, BOND BEAM&SPA SHELL PER POOL/SPA CONTRACTOR - 6 14. WHITE PLASTER yo, \�� 15, SPA COPING TO BE CONTINUOUS POUR WITH ADJACENT POURING, NOSE OF COPING TO Wimberly Allison Ton �C GOD OA, 7 MEET ALL LOCAL CODES. (COPING TO BE CANTILEVERED EDGE) Architecture D Planningand COnsi 6G �J� 16. COMPACTED SUBGRADE PER GEOTECHNICAL REPORT eSlgll, ��F 8 17. SPA JETS PER POOL/SPA CONTRACTOR 2260 University Drive, Newport Beach,Califomia 92660 Telephone 949 574 8500 Facsimile 949 574 8550 NOTE: A. POOL STRUCTURAL AND MECHANICAL ENGINEERING PLANS TO BE PROVIDED BY OTHERS. LANDSCAPE ARCHITECT TO REVIEW PLANS. EPTDESIGN B. SPA SHALL BE EQUIPPED WITH FOUR(4)JETS AND ONE LIGHT.SWITCH IN HOUSE, ' - __ _ C. PROVIDE HAYWARD FRONT ACCESS SPA SKIMMER OR EQUAL. landscape arcbNecture I urban design I planning D. CONTRACTOR TO INVESTIGATE ALL UNDERGROUND UTILITIES AND FOUNDATIONS - _ - - - - '` PRIOR TO START OF WORK. - - - - - - E. 44 East Green Street,Ste. 2 1 - � VERIFY HANDRAIL AND COPING TO MEET COUNTY&CALIFORNIACALIFORNW CODE. F. WALL FOUNTAIN FEATURE SHALL BE INTEGRAL WITH SPA EQUIPMENT/PUMP,HOWEVER Pasadena,CA 91101 1 SHALL BE OPPERATED IN SEPARATE SWICH. T 1626.795.2008 F 1 626.795.25A7 `- ------ - --------- -- / ' ° www.eptdosign.com 0 81-011 C " O 0 I /... 0 0 0 O o° °° ( O �? 11 \ SG9P ° ° 0 ° N o 000 0 15 ° o 1 ° O 0 • ° ° °� ° ° cr 0 0 l 9 nature _ 12 0 �; ... u 0/31ro7 ° 3 ran to 0 Q o O ° OF CAL�F ... .. 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DCP S Q - - - - I-III-III-III=III=III=III--1 - - -III III_III-1 - - - - - - - - - - - - - - - - - - - II III III III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III -III -III-III-III-III-III-III I I .- O _ III III III III Ell III III II _ _ I _ - - - - - - - - - = - - - - - - - - - = - - - - = - - - - - -I _III-III-III-I I I_III-III-III-III-III-III-III-III-III-III-III-III-III-III_III-III-III_III-III-III-III-III-III-III-III-III_ I - - - - - - - - - - - - - - - - - =I = - - - - =11 = tl=III=III--I I_I I I_I I I_I I I III-III_III-III-t I I-III-III-I I I_I I I_I I I-I I I_I I I_I I I_I I I_I I I I I III-I I I_I I I-III-III I I I I- I -III-III-III-III-III-III-III-III-III_III-III-III-III_III-I I I_I I I-III-III-III-III-III_ II - - - - - - - - - - - - - - - - - - - -���- 111=I I I=111= _ _ _ =111=111=111=1 I Ed I El 11=1 11=1 11=111=111=111=111=111=111=111=111=111=111=1 11=1I- __ --- -- --_ \ ° O I-1 -11 -1 I -1 11=1 11=I 11=1 I I=III=11 I-I 1 I-1 f O C` 1 ° O °0 0 0 0 o o0 2 ° o o O o O O ° a \ ., o O 0 o o '� / O 0 VIP Spa: Section (ADDITIVE ALTERNATE) o o F V o O o o o o ° o o o 1, 2x6 7. 2x4 oc" 1 GLASSTILE MINERAL]LUNA WATERLINE TILE- SIGOLD 0 ° \ 2, 4x4 8. (2)2x4 STRINGER o #255-1"SQ. 3. SIDING-TYPE AND COLOR T.B.S. 9. CONCRETE SPA EQUIPTMENT PAD-SEE ° t 0 ° ° °o 2. INTEGRAL COLORED CONCRETE, 4. POST BASE DETA11i L1.03 O i ° 4 5, COMPACTED SUBGRADE o SEE DETAIL C/L1.03 ° ° 3. HANDRAIL 6• THICKENED CONCRETE EDGE FOR POST NOTES: ° / 4. TREAD BASE A. ALL LUMBER SHALL BE DOUGLAS FIR,FOHC ° o \" o o o 3'-0" VARIES-SEE PLAN 2 1 fz \ \ 1 7 LAYOUT GRID: 3 8 \ GRID IS 5'-0"FROM FACE OF BUILDING �i" 2 , LINES. ALL GRID LINES ARE PARALLEL 4 8 AND PERPENDICULAR TO FACE OF BUILDING LINES, %_ 4 4 b 5 �u li 11= L�II- -III III III- I I�I 9 IIF�IIIII -II�I _III-III-11I III III III, I 11-I I 11=i I I Li -II1=1(1=111=111=11I-' $ -111TI1' 6 6 Layout Grid 2 VIP Spa : Plan (ADDITIVE ALTERNATE) 2 Spa Equipment Fence JScale: 3/16'-1'-0' H Scale: 3/8'=1'-Oa G Scale: l/2'=1'-0' 1. POURED IN PLACE CONCRETE CAP 1 2 2. 8x8x16 CMU BLOCK WALL,GROUT ALL CELLS SOLID A2.1S 15 3. CONCRETE FOOTING 13 4. FINISHED GRADE PER PLAN A2.14 5, COMPACTED SUBGRADE PER 10 GEOTECHNICAL REPORT g 1. 7'WALL PER PLAN 3'-V 6, PLASTER TO MATCH BUILDING, 3'-0" 2. PRECAST CONCRETE WALL CAP. A2.12 17 COLOR#217-3(SAND TRAP)PAINT 1 g�� MANUF. BY PITTSBURGH PAINTS 3. BRONZE SCUPPER BY THE FOUNTAIN 7. EXPANSION JOINT PEOPLE. PROVIDE SUBMITTAL. 2 16 8. EXISTING PAVING 4. STONE VENEER ON 4'CMU BLOCK. STONE 9, ANCHOR J-BOLT aoo 0 0�>� Qoo oocp� TO BE GROUTED. A2.11 A2.13 14 11 10, 1"PVC DRAIN,DAYLIGHT TO PLANTER ° 0�O�U °o o� 5. 1/4"THICK BRONZE TRIM PIECE, �� 00 0 0 00 6. BUILDING. PROVIDE 1/2"EXPANSION JOINT f 18 6 11. 3/4"SCH,40 PVC IRRIGATION LINE.SEE o 3 BETWEEN WALL AND BUILDING. C° o U 7. SPA COPING. IRRIGATION PLAN FOR CONNECTION �00 O0oD 3 12 12• FILL VOID WITH 3/4"GRAVEL 00 aO Oo 0�00 4 SPA 13. POT PER PLAN 39 O 0 00 od BRONZE SCUPPER BY KEY PLAN 4 1 co 7 14. #4 REBAR Q 16"O.C. EACH WAY 00 5 THE FOUNTAIN PEOPLE. KE 1 15. IRRIGATION HEADS PER IRRIGATION C0 o0°d ALLOW ADEQUATE LEAD ISSUES AND REVISIONS 5 8 PLAN o d ° 6 TIME FOR THIS 2' 16, 1 Y"OVERHANG o Oo 0 o PRODUCT. 18 MAY, 2006 - BID ISSUE 17. Y'RADIUS ALL EDGES 3° o o °D 1 JUNE 2006 - STRUCTURAL SUBMITTAL s 18, 3/4"GRAVEL DRAINAGE AREA //0�0� NOTES: 0 0 20 JUNE 2006 - ADDENDUM B A. SEAL ALL PIPE PENETRATIONS WITH O o 0 00 31 JULY 2006 - ADDENDUM C ASPHALTIC EMULSION, �p0� \�d B. STEEL REINFORCEMENT PER Do a0 0 0�00 24 AUG. 2006 - ISSUED FOR CONSTRUCTION STRUCTURAL. �°0 0 0 00°� 7 12 SEPT. 2006 - BULLETIN # 1 C. GRAVEL DRAINAGE AREA TO BE o - _ 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) 12N1 Z 2",CENTER ON DRAIN PIPE, 00 0 0 0 0 -- I - 11 T I I 11 I I I I _T o��d� ° cc o �c o�63�' - oVoC'�o�oC� I = i TI►= r K Pool Podium Planter VIP Spa Fountain Wall Elevation Scale: 1/20=1 -0 Scale: 3/4 =1 -0 The original size of this drawing is 36"x48" T H E I it DESERT SPRINGS JW MARRIOTT""RESORT PALM DESERT SHEET TITLE CONSTRUCTION DETAILS SCALE DATE SHEET NO. 20 DEC. 2006 j //�� DRAWN BY PROJECT NO. L1.04 STAFF 034033-70 ° o 0 0 o o �/ ' . ./ - . I \\ I \� ,,,,,4 41.,, / . . \4Z \\ ,I •• % \ \\\\ Landscape Contractor shall be responsible to maintain and repair the a \�� existin irri ation system so that 100% \ ,I,\I II\\j,i1\-,\,L ,I\\I//T I/''\\/1 I 11,1 1//-1,\/,IA,_ ,I,,I1//I,I" ,,'-I,"-,,",._�I4_I.\\,_,11" ,,,I/,,II,-I I,1I II11,1-,1I,II—,,1.�I-I/I I-,"i1 1.__1/,\�_1I 111`_I.I1 I*1 ,'\,,II\�-,\,".,,I:..1s;,",IW)�.-1',/,.,'#�,,,11.1 e1I 1I\-!I, ,.I_','"r,,,,II".',,>1,11,I'1 I:�,1.._,"-,_.,,!0 0,". ,.-1I�;*,,"*'.�"..,,"'-'.� I-,,-I_,,I;,"-1II,s,,,1'\,`,I 1\\'I",�I--,\,-\'I?,I,;1,\I..:-"",-.�II_�..\I-1_,I.,.1 .,'',1 I1.II_Z\,I_I,,1,_,-,\_,,,i,.. \_,,IJI�,I I�/,"\I, IA.I\1II",",I_I.'-1_-I,,,",:V.-,II1;-I,,,I�11,,1II,,,0.,,,-I I:/\I--,,I"iI I A.I,I,,I 1 l%,b II I,-1-_.-I1 II 1,,,,*I I,",,,",I_I\,.\I-I-l"11l_:,I,"I\,I 1.,I1',\0 I",_II-"1 i AI,�,,I1"I,-_,=I"1I1",1-'\'I7,,\I'I1 II.I f I-"I.1%1_1o/I//_I�1,I_/i I..,-1 7I�l-I',,,A A1/<-�-"1 I. 11 4/ II�-/"-I'!\--_-;:--,I-.I_-/,I1:::-,-�'I'_4-.,I 1I-1I".,1/1�0 I I./ii;.:11/-II,I I,.,.l"1�,.I,/,.\,\.-.�.i:.4-.I.I.I..,II,.tI,,..,.,-::II 4:-,-1_,,I#,-.,4-.*"."�%,'-I1'III+V"\-LII-I;,"_1,_\I:-""_1,l"_-i:iI__;I,I\,.I..>-/'*"\%I.I I.I�,I.'\—-I 1..I1,.,1.\-:tI1:.\.1.,__:I1:1_"I___--_1-_\-_I. /::q.--1 �_X_1_".__�I x___]�_/7I1 1�7 I/,-\I L_I-4-,_.,//<��1.1-, g 9 Y =` - I,L\_-�1\:__r\i I I head to head coverage is maintained -- _____.._ through and after the duration of the i 1.,1.._\_o1�LI 1I./_,r_1___'I 4_:__I_-1 I1-�\,I I I,Iq I,�-%-I_I.:i,i-t %:1I-N2,-,/I/1,1I I 7'�.-:<.12:I 1�,I)11'"-10.;1 1I I.1:\\.1 4\I,.,1 -,I?:._1_-,..".-m&,.-I_1I 10,.\,\,I,1I��v.',\,I,_o\-I,I,",01,'%I\:,-,-II"I\,I-,,-_0-I,.--\&>,*_,.\i\-�-\\,.-�1I1"-_,1!1! 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Owner's _ _ Wimberl Allison Tong & Goo re resentative shall furnish landscape \.I\ ,0 10 p Architecture, esign, Planning and Consulting contractor with irrigation as-bunts. • 2260 University Drive, Newport Beach,California 92660 I Telephone 949 574 8500 Facsimile 949 574 8550 2.9 A-11 ' DP 3/4' - : 4e^ \,\ = � ; 4.0 A-10 ' I Landscape Contractor shall be DP " - TR �4" • � `�` I responsible to maintain and repair the EPTDESIGN . , 3/4 ' „ ��`,\ \\`y / h to head cover g is maintained land.c P archlt•efur rban d• 0 .nnl 0 2 \ 1 I , f- - , existing irrigation system so that 100% . \ \V\ - C -r -+ } .. / / ead a e a • • u d n pl n \ , r \ \ \ . v t v_ j 844 East Green Street, Ste. 201 ` � / I through and after the duration of the 0 \ v �♦. - 1- a v construction process.rnish ands a Pasana, 9>>01 '✓ \ \\ EXislting Road representative s all fu Cap T 1 626.795.2008 F 1626.795.2547 / _ I _} \ contractor with irrigation as-bunts. 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I ° c. ° .-__�_- I n oyv J� A I .,.•, y., o I I I 3/4 1 v / ° F % 1 y ;v ,: r - v /, I i v y,: :. l ,..c .._. ., - / i 1 ° ° Y �: ° : r,'' o �v„ • I_ - '\ _ , l - •' , `� , ° �° ° °° P t of Connection 1 ♦ o °'°° °o 1 \. . , ' +11 \ • ; - / I SER CE LINE SIZE:6" 1 ,. -� \ 6 / A-16 I \ % __y MAXIM DEMAND GPM: 54 2.1 � _ / / 1 T � . ,' , EI ctncal " _. i P , / i o > a Hair \\ I CONTRACTOR AL RIFY OPERATION OF I ; v x - - 1 ' METER, BACKF REVENTOR, MAIN LINE 1 ,, / - j* �- I 1 \:. _�� \ 1 s� �\ \ / I _ AND PSI I E FIEL FORE INSTALLATION. o \. t \ ' ;;. -=l" - _ � ::; , • ' \ - ': `,, � .;-' �. � y, .' COI EPANCY SHAL E BROUGHT TO�0 \ 0 Pedicure ` n� .. ' l , TNYATTENTION OF THE LAN CAPE \. I ; Fitness Center p - I / --- Mechanical r & Sha 00 / \ / : ; : I RCHITECT BEFORE START OF K. - -r- \ .' \ • V \ 2 v 1 \ ��1 v 2 • x \ M„ I vwrw ,,4I.-I,-_,II--v1I_I.\I"I�'I.,, 1',/uI,.'/,I�I,,_-\(-A_I1;��,+,,,:/�,,_�_I,II,-N�,1-',/ I,'II I/.I1.,InI I"\47C\1I",I\\:\D\1D"&X ,I r , G 4 I I \ ; \ \ \Y \\ ,. l �, \ I II - -i //� .^ ,._.; 2 1. �" _ Y Controller. Connect 120V (", 1 / , - v 1 ow r 0 e su I „ , r O \ . P PP Y. See Electrical. ;, _ a � 1 \ Salon r 1�.; \ _ , i i : :. Reception r s \, \ \ w \ ,r y \ „- oe ' 2 Mec a / '. ,^ _.. �;\ ti 0 J \ 4 / DP \/ti \ �. 1 , _, 3/4 _ 7 `s (O � � ter , \ . \ / / \ \;,"\ \ \ \ _ -,. I / / \ - / w \ II / / _, O Y \ \ \\ o,-- • . y O „ t s _% v \ \ O I I c ,y ( \ ,"vs Y I ., \_ \ \, A2.15 / ( / , `` a '� / /III 4 L A2.14 a \ 1 v \ i-- r----, ,. �� `�: 1 � s = 1 MATCHLINE - SEE SHEET L2.02 y A2.12 ' ,-- 11/ % MATCI-fL(NE - SEE SHEET L2".02 DRIP EMITTER LEGEND: Trees DRIP EMITTER LEGEND: Shrubs IRRIGATION LEGEND SYMBOL RAD. MANF. MODEL NO.WITH DESCRIPTION PSI FLOW RATE IN GPM DETAIL SYMBOL NAME SIZE TYPE WATER USE QUANTITY FLOW DETAIL SYMBOL NAME SIZE TYPE WATER USE QUANTITY FLOW DETAIL NOZZLE SIZE&TYPE A2.11 A2.13 ave deserti F H O A F H Q A , Cercidium Hybrid"Desert Museum" W Box PC-10 0Desert Agave 15 Gallon XBT-10PC LOW/0,2 2 1.0 J,K/L2.03 _ LOW/0:2 3 10.0 J,K/L2.03 D T V 5 RainBird 1806-SAM-PRS 5 H,Q 6"Pop-Up Turf Spray Head 30 .20 .10 .13 L/L2.03 Desert Museum Palo Verde 48"Box PC-10 * Agave p 15 Gallon XBT-1 OPC 2 1.0 J,KA2.03 0 6 g 8' RainBird 1806-SAM-PRS 8'-F,H,Q,V 6"Pop-Up Turf Spray Head 30 1.05 .52 .26 1.19 L/L2.03 Parry's Agave LOW/0.2 ,,��,, Agave Agav iniana 0• e U g 11Y RainBird 1806-SAM-PRS-MP-100010'-F,H,Q,V 6"Turf Pop-Up w/MP Rotator Nozzle 30 .65 .32 .16 .32 L/L2.03 SPA 0 Octopus Agave 15 Gallon XBT-1 OPC LOW/0.2 2 1.0 JAII-2.03 ® e g Chilopsis linearls 36'Box PC-10 MOD/0.5 3 10.0 J,K/L2.03 12' RainBird 1806-SAM-PRS-MP-1000121-F,H,Q,V 6"Turf Pop-Up w/MP Rotator Nozzle 30 .65 .32 .16 .32 LA2.03 KEY PLAN Desert Willow Calliandra californica 15 Gallon XBT-10PC 2 1.0 ^11.2.03 � � g 15' RainBird 1806-SAM-PRS-MP-200015'-F,H,Q,V 6"Turf Pop-Up w/MP Rotator Nozzle 30 1.27 .63 .33 .63 UL2,03 '`� Red Fairy Duster LOW MOD/0,3 - ISSUES AND REVISIONS t,ailiandy Duster John' }� 25' Hunter 1-20AM--1.5SR Pop-Up Rotorw/Stainless Steel Riser 50 - 1.5 - M/L3.02 18 MAY, 2006 - BID ISSUE \ 5 Gallon XBT-10PC MOD/0.5 2 2.0 J,K/L2.03 v _ _ _ Acacia stenophylla Little John Bottle Brush 1 25' Hunter 1-20ADV-0.75 SR Pop-Up Rotor w/Stainless Steel Riser 50 .75 M/L3.02 1 JUNE 2006 - STRUCTURAL SUBMITTAL Shoestring Acacia 36'Box PC-10 LOW/0.2 3 10.0 J,K/L2.03 - Cereus peruvianus 15 Gallon XBT-10PC 2 1.0 J,K/L2.03 Point of Connection Connect to existing 6"service line with 21/2'copper main connection. 20 JUNE 2006 - ADDENDUM B O Peruvian Apple LOW/0.2 m Make connection with dielectric connector. 31 JULY 2006 - ADDENDUM C T B.T.Skinned e\'�r� Dasylirion longissima 15 Gallon XBT-1OPC LOW/0.2 2 1.0 J,K/L2.03 Washi onia fllifera HIGH/0.9 ,1�„,� Mewcan Grass Tree Nibco Brass Ball Valve-Line Size T-F P-600, installed in valve box RainBird VB-10md Tan. F/L2.03 24 AUG. 2006 - ISSUED FOR CONSTRUCTION W B.T.Skinned PC-10 3 10.0 J,K/L2.03 ,,v 2260-2'Normal O n :-I-�---�I-_---*-�-#-��_-//t\.e I-i- 1;...I I.tif(1.a"._KS(/"I�.\-I@!;.,.<1z,_I'%ZI,,/11,1I�II/I��I1:7-_1/ California Fan Palm ��'• Dasyllrion wheelers 15 Gallon XBT-10PC 2 1.0 J,K/L2.03 O Griswold N Master Valve to be installed in rectangle Valve box RainBird VB-STD Tan, I/L2,03 12 SEPT. 2006 - BULLETIN # 1 12'B.T.Skinned "w'1" Desert Spoon LOW/0.2 Master Valve 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) Encelia farinosa 5 Gallon XBT-10PC 2 1.0 J,K/L2.03 O Data Flow Sensor,RP-200 Row Sensor to be installed in rectangle Valve box RainBird VB-STD Tan. ;-A •03 Brittlebush LOW/0.2 Industrial Echinocactus grusonii 5 Gallon XBT-1 OPC 2 1.0 J,K/12.03 Golden Barrel Cactus VERY LOW/0.1 \\ Iza sp 7 Cane Min. XBT-1 OPC LOW/0.2 2 1.0 J,fVt2•03 RainBird 44 LAC-1r Quick Coupler Valve Quick coupler valve install in round valve box RainBird VB-I Ond Tan• G/L2.03 Ocotillo Hesperaloe parviflora 5 Gallon XBT-10PC 2 1.0 J,K/L2.03 RainBird G&PRS-D Remote Control Valve with Pressure Regulating Module. Size per plan BA2.03 c� Red Yucca LOW/0.2 Justicia californica 15 Gallon XBT-10PC LOW-MOD/0.3 2 2.0 J,K/L2.03 I Chuparosa • RainBird XCZ-LF-075 3/4"Low Flow Valve with 3/411 RBY Filter and 30 psi Pressure Regulator. C/L2.03 \x Muh Grgia rigens 1 Gallon XBT-10PC MOD/0.5 2 2.0 J,K/L2.03 " RainBird Flush Valve in Box Removable flush cap and easy fit coupling. P/12.03 24'Box 24.O.C. AR Valve Kit installed with in RainBird The on inal size of this drawin is 361x48" Pod us racilior ( ) Air Relief Valve iGt ® ° g XBT-20PC MOD/0.5 3 2.0 J,K/L2.03 ® Raln8lyd VB-1ORND Tan box, 02 Fern Pine Clipped Hedge T Simmoncisia chinensis 15 Gallon XBT-10PC 2 1.0 J,K/L2.03 x RainBird (3)PC-10 Pressure-Compensating Module 3 per tree with 1/4"Tubing J K/L2 03 1 H E Jojoba LOW/0.2 x X Stake(TS-025)and Diffuser Bug Cap(DBCO25) Yucca whipplei 15 Gallon XBT-10PC 2 1.0 J,K/L2.03 Our Lord's Candle LOW/0.2 E Weathertrak WTPR02-<36> SPH 36 Station pedestal mounted ET controller. q/12,03 % 0 Dalea capitata'Sierra Gold' 1 Gallon @ 12'O.C. XBT-10PC LOW/0.2 1 2.0 J,K/12.03 _ _ _ _ _ _ _ _ _ _ - Mainline 1'-T=Schedule 40 PVC,21/2'-3'=Class 315 PVC,4'+ =Class 150 AWWA C-900, Sierra Gold Dalea DR 18 PVC Pipe w/AWWA C153 Ductile Iron Mechanical Joint Restraint Fittings. �O Verbena rigida Schedule 40 PVC,size per plan. `�j Sandpaper Verbena 1 Gallon @ 12 O.C. XBT-10PC MOD/0.5 2 2.0 J,K/12.03 Hard P'VC Lateral Line minimum size to 3/4'. �•�+ Hybrid Bermuda Sod Per = _ _ _ _ _ _ _ _ _ = PVC Sleeves Size to be two times the pipe diameter or wire bundle. N/L2.03 DESERT SPRINGS ;_ Plan HIGH/0.7 JW MARRIOTT"RESORT PALM DESERT IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART IRRIGATION NOTE CALLOUT: SHEET TITLE 3/4' Plant Type: --� 1' O TF Turf Station No. E u» &sV Rlacacnori nlorE -GPM �� 1 1/4" BE""E "TM10 SB Shrub/Ground cover X-X X I}I- 1 1/2" mAFn vintL BE TR Trees x X-Plant Type -2' WS Dr Pots T IRRIGATION PLAN Valve Size T_21/211 3,/a1. DP Drip -4 -3' IRRIGATION NOTE: ALL IRRIGATION TURF ROTORS ADJACENT CURBS, SIDEWALKS,AND HARDSCAPE SHALL BE OFFSETTED 48'OFF SCALE DATE SHEET N0. OF EDGE. 0 2 4 8 16 FEET 20 DEC. 2006 NORTH Scale: 1 = 1'-0' DRAWN BY PROJECT NO. L2.01 18' STAFF 034033-70 ° o ° I • ° i HLINE - SHEET .01 Massage 12" MAT C LINE SEE SHEET L2.01 ` Pump Room Reception A,� 21 ,� , ,%' Lobby 1 \ �� ��= � Skin Care ' I �" % Skin Care ♦v 1 ; Wimberlbesign, Allison Tong & Goo Group I Architecture, Planrin and Consulting 1 .2 A-18 (I I Lobby 8 � 2260 University Drive, Newport Beach,California 92660 Telephone 949 574 8500 Facsimile 949 574 8550 TF 11/4" � 1 ,I 1 I 9.0 A-19 I _ Ina G TF 1' A-33 6., EPTDESIGN Luxury I 4i landscape architecture I urban design I planning I Couples 3/ DP 1 844 East Green Sheet,Ste. 201 1 I I Pasadena,CA 91101 1 ' 1 T 1626.795.2008 F 1626.795.2547 1 ° www.eptdesign.com 2"1 1 `r VIP Suite Al N N . i Massage � 0/31l07 � I Therapist \\• GroupLounge Lounge OF CA1 �F 9 1 ; Skin Care Co-Ed Lobby Office 2.0 A 20 TR 3/4" - 2i�` /A-21\2.6 • 3/4" DP . A 32 3.2 , � �i 2 " .. .. Product's 3/4 DP , r � I Store • , r�► Massage II A 31 2.0 p ... t ,mill ll 3/4" TR Men'/ II \ Staff II Y IIIIIII �� , _ Couples Massage I IIII v'', 9 s: Hammam .. -------------- � �� Hammam . Mech. . . : ~ Bore under existing paving.. p g Women s Lou g , v � h nical ' ca 9 Lounge Men s Lounge Steam Steam s S auna v Sauna ; Sa , h Whirlpool ' i Whirlpool rip° / I ` ♦ ♦ •j . ♦ Bore under existing paving. ♦ / 221, v► / *4 NOUN ♦ a i i ---------- --------------------- re under existing paving. I // Bore under existingpaving00 . // ✓ , I I I • • I` I I ' I i I I \ � Landscape Contractor shall be responsible to maintain and repair the • \ I / existing irrigation system so that 100% �., t; • I / \ �i head to head coverage is maintained 44- - - - - - �� through and after the duration of the 15 _ �1� / � ,-%' construction process. Owner's 2 I • / representative shall furnish landscape A2.14 11 9 A-22 I / contractor with irrigation as-builts. A2.12 ° TF 1 1/4" � I 2ii / I / \M 1.2 A-23 1 / IRRIGATION LEGEND A2.11 A2.13 DP 3/4 3.6 A 24 TR 3/4° ``♦ li I . SYMBOL RAD. MANF• NOZZLE MODEL SIZE&TYPE DESCRIPTION PSI FLOW RATE IN GPM DETAIL • \\ ` 2 3.7 A-25 /A-iO\ 3.0 ��- - - - - - - - - - - - - - - - - - - - - - - - F H Q A F H Q A 1eo� DP 3/4" ��\ / 1" TF 5' RainBird 1806-SAM-PRS 5'-H,Q 6'Pop-Up Turf Spray Head 30 - .20 .10 .13 L/L2.03 SPA 0 b g 8' RainBird 1806-SAM-PRS 8'-F,H,Q,V 6'Pop-Up Turf Spray Head 30 1.05 .52 .26 1.19 UL2A3 KEY PLAN ------------------------------ <r / \ A 29 2.3 e b 10' RainBird 1806-SAM-PRS-MP-100010'-F,H,Q,V 6'Turf Pop-Up w/MP Rotator Nozzle 30 .65 .32 .16 .32 L/L2.03 ISSUES AND REVISIONS TF 12' RainBird 1806-SAM-PRS-MP-100012'-F,H,Q,V 6'Turf Pop-Up w/MP Rotator Nozzle 30 .65 .32 .16 .32 L/L203 18 MAY, 2006 - BID ISSUE � ® 8 6 � 1 JUNE 2006 - STRUCTURAL SUBMITTAL d � 8 15' RainBird 1806-SAM-PRS-MP-200015'-F,H,Q,V 6'Turf Pop-Up w/MP Rotator Nozzle 30 1.27 .63 .33 .63 L/L2.03 20 JUNE 2006 - ADDENDUM B A 28 7.0 25' Hurter i-2anDv-1.s SR Pop-Up Rotor w/Stainless Steel Riser 50 - 1.5 - - M/L3.02 31 JULY 2006 - ADDENDUM C TF t 25' Hurter I-20•ADV-0.75 SR Pop-up Rotor w/Stainless Steel Riser 50 - - .75 - M/L3.02 Connect to e>dsting 6"service line with 21/2'copper main connection. 24 AUG. 2006 - ISSUED FOR CONSTRUCTION m - Pant of Connection Make connection with dielectric connector. 12 SEPT. 2006 - BULLETIN # 1 DRIP EMITTER LEGEND: Trees DRIP EMITTER LEGEND: Shrubs H Nibco Brass Ball Valve-Line Size T-P P-600, Installed in valve box RainBird VBI-10md Tan. F/L2.03 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) SYMBOL NAME SIZE TYPE WATER USE QUANTITY FLOW DETAIL SYMBOL NAME SIZE TYPE WATER USE QUANTITY FLOW DETAIL r Agave deserti O Griswold 2260-2'Normally Open Master Valve to be installed in rectangle Valve box RainBird VB-STD Tan. I/L2.03 36"Box PC-10 Desert Agave 15 Gallon XBT-1 OPC LOW/0.2 2 1.0 ^42.03 Master Valve Cercidium Hybrid"Desert Museum" 3 10.0 JAIL2.03 11 LOW/0.2 Desert Museum Palo Verde Agave parry! O Data Flow Sensor,RP-200 Flow Sensor to be installed in rectangle Valve box RainBird an. �•03 0 48 Box PC-10 Parry's Agave 15 Gallon XBT 1 OPC LOW/(),;2 2 1.D J,IS/L2,03 1,0 A-2& Industrial Agave vilmoriniana DP �4" " Octopus Agave 15 Gallon XBT-10PC LOW/0.2 2 1.0 J,K/L2.03 Chilopsis linearis 36"Box PC-10 MOD/0.5 3 10.0 JAII-2.03 Desert Willow Calliandra califomica 3.2 A"27 C RainBird 44 LRC-1 Quick Coupler Valve Quick coupler valve install in round valve box RainBird VB-10md an. 15 Gallon XBT-10PC LOW-MOD/0.3 2 1.0 J,K/L2.03 CAL 2 \ Red Fairy Duster DP 3/4" Calliandra viminalis'L�ttle John' � RainBird GB -D Remote Control Valve with Pressure Regulating Module, Size per plan B/L2.03 Acacia stenophylla \ Littie John Bottle Brush 5 Gallon XBT-10PC MOD/0.5 2 2'0 J'K/L2'03 36"Box PC-10 LOW/0.2 3 10.0 J,K/L2.03 ° The on inal size of this drawin is 36"x48" Shoestring Acacia + Cere is peruvianus 15 Gallon XBT-1 OPC LOW/0.2 2 1.0 JIM 2.03 • RainBird XCZ-LF-075 3/4'Low Flow Valve with 3/4"RBY Filter and 30 psi Pressure Regulator. C/L2.03 O Peruvian Apple 1 N E N am. Dasylirion longissima H RainBird Flush Valve In Box Removable flush cap and easy fit coupling. PA2.03 Jt 11 7 B.T.Skinned 15 Gallon XBT-10PC LOW/0.2 2 1.0 ^112.03 Washi tonic fildera HIGH/0.9 � Mexican Grass Tree California Fan Palm 9'B.T.Skinned PC-10 3 10.0 J,K/L2.03 AR Valve Kit installed with in air Ir ����?, Dasylirion wheeleri 15 Gallon XBT-10PC 2 1.0 J,K/12.03 RainBird Air Relief Valve Kit 0/L2.03 ® VB-10RND Tan box. 12'B.T.Skinned `�v JAII 2.03 Desert Spoon LOW/0.2 x Pressure-Compensating Module 3 per tree with 1/4"Tubing Encelia farinosa 5 Gallon XBT-1 OPC 2 1.0 J,K/L2.03 RainBird (3)PC-10 Brittlebush LOW/0.2 X X Stake(fS-025)and Diffuser Bug Cap(DBC-025) :a C Weathertrak WTPR02-<36>-SPH 36 Station pedestal mounted ET controller. AA2.03 Echinocactus grusonll 5 Gallon XBT-1 OPC 2 1.0 JAII2.03 Golden Barrel Cactus VERY LOW/0,1 1"-2' =Schedule 40 PVC,21/2'-T=Class 315 PVC,4"+ =Class 150 AWWA C-900, x Fouquieria splendens 7 Cane Min. XBT-10PC LOW/0.2 2 1.0 JX11.2.03 - - - - - - - - - - - Mainline DESERT SPRINGS \\ Ocotillo Sched PVC '�Cws¢W�A ply Ductile Iron Mechanical Joint Restraint Fittings. JW MARRIOTT'"RESORT Hesperaloe parviflora 5 Gallon XBT-10PC 2 1.0 J,K/12.03 Hard PVC Lateral Line -% Red Yucca LOW/0.2 minimum size to 3/4• P.ar..M DESERT _ Justicia cal'rfomica 15 Gallon XBT-10PC 2 2.0 J,K/L2.03 PVC Sleeves Size to be two times the pipe diameter or wire bundle. N/L2.03 SHEET TITLE LOW-MOD/0.3 Chuparosa 2 -� Muhlenbergia rigens 1 Gallon XBT-10PC 2 2.0 ^112.03 � J Deer Grass MOD/0.5 IRRIGATION VALVE CALLOUT: LATERAL LINE SIZING CHART IRRIGATION NOTE CALLOUT: ® Podocarpus gracilior 24'Box(24'0•C.) XBT-20PC 3 2.0 J,K/L2.03 Fern Pine Clipped Hedge MOD/0.5 in Nam, Plant Type:. IRRIGATION PLAN. Simmoncisia chinensis 15 Gallon XBT-10PC 2 1.0 J,K/L2.03 Station No. --~ 1 REMEENTHE 1MAL TF Turf IFFOCAM,,, LOW/0.2 _----GPM ---+�- 1 1/4" DENMAL TM iwo SB Shrub Ground cover Yucca whi lei X_X X Plant T �- 1 1/2' nos� TR Trees Our Lord's Candle 15 Gallon XBT-10PC LOW/0.2 2 1.0 J,K/L2.03 X Type F 2. PPE s PT DripPots 1 Valve Size 121/2" 3/ DP Drip \ Dalea capitata"Sierra Gold' 1 Gallon Q 12"O.C. XBT-1 OPC 1 2.0 J,K/L2.0311 `-' Sierra Gold Dalea LOW/0'2 „ 3' SCALE DATE SHEET NO. Verbena rigida 0 2 4 8 116 FEET 1 Gallon Q 12"O.C. XBT-10PC MOD/0.5 2 2.0 J,K/L2.03 IRRIGATION NOTE: 20 DEC. 2006 Sandpaper Verbena NORTH Scale: 11W= 1'-0' ALL IRRIGATION TURF ROTORS ADJACENT CURBS, Sod Per SIDEWALKS,AND HARDSCAPE SHALL BE OFFSETTED 48'OFF ��'02 Hybrid Bermuda P� HIGH/0,7 OF EDGE. DRAWN BY PROJECT N0. STAFF 034033-70 ° ° ° 0 ° 1- GEAR DRIVEN ROTOR 2, FINISH GRADE 3. SCH.40 PVC LATERAL PIPE 1. PLASTIC VALVE BOX 1, IRRIGATION CONTROLLER,PER PLAN, 4• SCH.40 PVC TEE(SxTxS) 1 2, MASTER VALVE MOUNT TO WALL PER MANUF.SPECS. 1 6. SCH.80 4'NIPPLE 3. CHRISTY'S TAG/AID-MAC(-P2-RC1 P2 SCH 80 PV'C CONDUIT,SIZE AS REQ,,T0120V 6. RAIN BIRD SA SERIES 3/4',PRE-ASSEMBLED 2 4. SPEARS DS-600 DRI-SPLICE WIRE 2. POWER SUPPLY. 8 SWING JOINT CONNECTORS SCH 80 PVC CONDUIT,SIZE AS REQ.,FOR 7. PVC SCH.40 STEET ELBOW(TxT) 3 6. CONTROL AND MASTER VALVE WIRES WITH 3. IRRIGATION CONTROL WIRES. PROVIDE PVC 8. EDGE OF PAVING OR HEADER EXPANSION LOOP SWEEP ELL BELOW GRADE. 48"MIN. 1/2"ABOVE F 4 6. SCH.80 PVC MALE ADAPTER 4. FACE OF WALL, PER PLAN. _G. NOTES: 7. COPPER PIPE SEE PLAN FOR SIZING 5, FINISH GRADE 2 A. ALL THREADS SHALL BE WRAPPED WITH / 5 FINISH GRADE: TEFLON TAPE 8. -Y2"BELOW BOX LID IN TURF NOTES: B. ALL IRRIGATION ROTORS MUST BE PLACED -1 Y2"BELOW BOX LID IN SHRUB/GC A. INSTALL ALL WIRING PER LOCAL CODE. • 8 / H. � AT LEAST 48"FROM PAVING,PER CITY OF SPEARS SC 80 PVC UNION(SR-FIPT X B. ALL CONDUIT ABOVE GRADE TO BE SCH 80 PALM DESERT 9 7 9. SR-SR-FIPT) PVC OR RIGID GALV. STEEL. • PVC IRRIGATION MAINLINE FROM BASKET 10. STRAINER 6 - - SCH.80 PVC CLOSED NIPPLE 4 Wimberl Allison 11. PEA GRAVEL SUMP-4 CUBIC FEET, MIN. 1 Tong & Goo 12, Y --� Architecture, Desi , Plan= and Con- _ � g salting 2260 University Drive, Newport Beach,California 92660 j - Telephone 949 574 8500 Facsimile 949 574 8550 I 2 6 --� 7 1&2 3 Q EPTDESIGN 5 landscape architecture I urban design I planning a 844 East Green Street,Ste. 201 �-.III--III--' . a 4 12 Q Pasadena,CA 91101 T 1626.795.2008 F 1 626.795.2547 m Turf Rotor www.eptdesign.com Master Valve Scale: 2'=11-01 I scale: 3"=1'-0" Wall Mounted Controller A HITS ��° Kss IV o 1. REFER TO IRRIGATION SPECS FOR BACKFILL ` � AND COMPACTION REQUIREMENTS 1. RAIN BIRD XERI-BUBBLER XBT 2, FINISH GRADE 2. -INCH PVC SCH 40 NIPPLE(LENGTH AS 1, 9-INCH ROUND,TAN PLASTIC VALVE BOX � 1, 30"LENGTH OF COILED WIRE ng`07 3. ON-PRESSURIZED LATERAL LINE PIPING � 1 REQUIRED) WITH LOCKING COVER,HEAT BRANDED WITH � ,or3,ro, �4. COMMUNICATION CABLE CONDUIT (WHERE 4 3. TOP OF MULCH LETTERS"GV'-REFER TO IRRIGATION 2, WATER PROOF CONNECTOR-REFER TO s� ,- P REQUIRED) t��( 4. FINISH GRADE LEGEND IRRIGATION SPECIFIC ATIONS yTF oC 5. FLOW SENSOR CABLE AND CONDUIT �, ,�1` 2 5. RAIN BIRD SA SERIES 3/4",PRE-ASSEMBLED 2. FINISH GRADE 3. ID TAG-REFER TO IRRIGATION OF CAS�F 6. APPROVED TOP SOIL OR SAND BACKFILL- KJ SWING JOINT -Y'FROM BOX LID IN TURF SPECIFICATIONS PROVIDE 3'UNDER PIPE AND 6'ABOVE PIPE 3 6. PVC SCH 80 TEE OR ELL -1 Ye FROM BOX LID IN SHRUB/GC 1 4. RECTANGULAR,TAN PLASTIC VALVE BOX 7. CONTROL WIRES BUNDLED AND TAPED AT 7. PVC LATERAL PIPE 3. 6"MIN. DIA.,SHC.40 PVC PIPE EXTENSION- WITH LOCKING COVER-LID SHALL BE HEAT AS REQUIRED 1 1U-0'INTERVALS-INSTALL ADJACENT TO LENGTH AS REQUIRED 2 BRANDED WITH LETTERS"RCV"&STATION 2 MAINLINE NOTE: 8 1 4. PEA GRAVEL-(2)CUBIC FEET,MIN,AT BASE 3 NUMBER-REFER TO IRRIGATION 8. PRESSURIZED MAINUNE PIPING A. ALL THREADS SHALL BE WRAPPED WITH OF VALVE SPECIFICATIONS TEFLON TAPE 2 5. PVC MAINLINE-REFER TO IRRIGATION q 5. FINISH GRADE: NOTES: LEGEND -y'FROM TOP OF BOX LID IN TURF A. MINIMUM BACKFILL DEPTHS FROM FINISH 6. BALL VALVE-REFER TO IRRIGATION LEGEND 5 -1 Y2"FROM TOP OF BOX LID IN SHRUB/GC _ GRADE TO TOP OF MAINLINE SHALL BE AS 7. PVC MALE ADAPTER-(2)REQUIRED 6. REMOTE CONTROL VALVE-REFER TO FOLLOWS: = 1 8. DECOMPOSED GRANITE 1=1 1=1 III-1 6 IRRIGATION LEGEND Q -I III /\\/\/\�// /\//\//\//\//\// III- -24"IN PLANTING AREAS \\ \\ \\ \\ \ \ \ \ I- I(- III=I I =, =III=III ? I=1 I = 7. SCH.80 PVC NIPPLE(CLOSE) \ \i 3 -III /\/ /\\/\\/\\/\\/\\/\\/\\ -36"UNDER PAVED AREAS \//\///\///\/// //% \//\//� " -III=1 I = _ w / /\/\/\/\/\/\ \ = = \ \ \ \ \\ \\ \\/\\� -III=1 2 I-III= NOTE: I I=III=1 I I 7 8. SCH.40 PVC ELL -I I= /\\ //\\//\\//\//\//\// 4 B. ALL PLASTIC PIPING SHALL BE SNAKED IN \//\//i//\ //\/- \/ -Ili III MIN. I 1=1 I ALL THREADS SHALL BE WRAPPED WITH =1 I 1=1 I I I I 9. SCH.80 PVC NIPPLE(LENGTH AS REQUIRED -III=1 I /\// //\//\//\\//\\//\\/ //\\//\\// - TRENCHES \/\ \��/ 4 I-J �__ TEFLON TAPE III=III III- 8 10. BRICK(1 OF 4) ) w a I l I III-I \\\j j\j/\\j,, j j\/\/\ III 5 C. TIE A LOOSE 20'LOOP IN WIRING AT ANY 1=� III- _ =1 = 11. SCH.80 PVC NIPPLE(2"LENGTH,HIDDEN C -I 11=1 I !`� /i,,/i,/i�/ /�,/\/i,/ice/ f: b -1 I -1 I I- I I I I _ s ) CHANGE IN DIRECTION GREATER THAN 30'- _ III-1 AND SCH.40 PVC ELL =1 I I-1 I I-1 =III=I', 12. PVC MAINLINE PIPE UNTIE ANY LOOPS AFTER ALL CONNECTIONS 5 I=1 I-- � I I I I I I� 10 =1 I I=III-1 _ HAVE BEEN MADE _ I =1 I I I I //' '// _ 13. SCH.40 PVC TEE OR ELL 1=1i 1II1=III i_ I-I 11 I I E I I I- I=1 I I _ _ _ I I_ 11 14. SCH.40 PVC MALE ADAPTER III=III llI-III-III III III III=III 111111-_ 6 s -11 - - _ I I-1 15. PVC LATERAL PIPE I I=1 I I=1 I I=1 I I I 11= I I=I�-I 11= I I- I I I I I=1 I II�h �- _ _ 1s. (3)CUBIC FEET,MIN.oF�■Mwus w 1 -III=III=III=1 II - - III II 3 WASHED I-1 I-1 11=1 I I-I 11= 11= 11= I 11= I I-1 I I 11= 7 -1 I' -I 1= I I I=1 =III-= -- GRAVEL :III-III=1I1=1I1=1I = - = III-I = 7 I1=III- =1 I I=1 I-III-III- I I-1 I=1 11=1 I I- I I=1 I- 8 q 'I I-1 I I I _ 1- ' 12 NOTE: - I II=1 III= 13 ALL THREADS SHALL BE WRAPPED WITH 14 TEFLON TAPE Sectlon _ -� 4 clk i cku( III=III=III=III-I11=III-III, - III-_- 5 I 15 6 Trenching Detail 16 N J Xeri-Bubbler Detail Scale: 1/2"=1'-0' Threaded Valve Scale: r'=1'-0' d Ball Remot�/22 ntrol Valve Box - GB-PRS-D Scale: 1'=1'-0' B Scale: 1 1 ' 1. TOP OF MULCH. 2. 6-INCH ROUND TAN VALVE BOX. 1. CANOPY DRIP LINE 3. AIR RELIEF VALVE, 2. ROOT BALL 1. 10"DIA.,TAN PLASTIC VALVE BOX WITH 4. FINISH GRADE. 3. XERI-BUBBLER-RAIN BIRD XBT(SEE DETAIL) 1 LOCKING COVER,HEAT BRANDED WITH THE 1. SCH.40 ELBOW(S X S) 4. RAIN BIRD SWING JOINT LETTERS"QCV'-SEE IRRIGATION SPECS. 1 2. DRIP FILTER ASSEMBLY WITH A 200 MESH 5. RAIN BIRD ADAPTER: MDCF75FHT. I I '2. CHRISTYS TAG:#ID-MAX P2-RCIP2 STAINLESS STEEL SCREEN 1 3. QUICK COUPLER VALVE-REFER TO 2 6. SCH 40 PVC. 5. SCH 40 PVC LATERAL LINE 2 3, DRIP PRESSURE GAUGE 7. 3-INCH MINIMUM DEPTH OF GRAVEL. 6. AREA OF REACH FOR BUBBLER 4. PEA GRAVEL-1 CUBIC FEET 2 3 IRRIGATION LEGEND 5. Y'e x 2'-0"LENGTH FLEXIBLE HOSE NOTE: 2 NOTE: 4. FINISH GRADE: 3 6. RECTANGULAR VALVE BOX-REFER TO 1 A. LOCATE AIR RELIEF VALVE AT HIGHEST POINT, I A. ROTATE BUBBLERS OUTWARD AS PLANT q Y"BELOW BOX LID IN TURF AREAS 4 IRRIGATION LEGEND FOR SPECS. FOR MAXIMUM EFFECTIVENESS. 3 MATERIAL MATURES,TO REACH OUTER RIM -1 Y'BELOW BOX LID IN SHRUB/GC AREAS 7. PVC DRIP LATERAL OF CANOPY 5. ONE(1)CU. FT. (MIN.)OF PEA GRAVEL AT 5 8. STAINLESS STEEL REINFORCED,SCH, 80 PVC 4 I�1=�1=1 =1 UNION BY SPEARS' =I I-I - ( '' 1-1 1- 6. VV.I.STESTAJNLESS BOX TIES 6 9. SCH.80 TOE NIPPLE 3 -I I I-I I I-I 1 -_ I-III-I 11= 10. SCH.eo PVC ELBOW IS x T) I=I I I-I I IEEt III=1 11= 7. SCH.80 PVC NIPPLE-LENGTH AS REQUIRED'1=1 I I-III 11- 8. 1"DIA. SCH.80 PVC SWING JOINT- 7 11. SCH,80 CLOSED NIPPLE _ = PREASSEMBLED BY SPEARS-REFER TO 12. PVC IRRIGATION MAINLINE,BELOW 5 =III-I I I- I-I I - 13. SCH.80 UTILITY BALL VALVE BY 'SPEARS-IRRIGATION SPECIFICATIONS z 14. REMOTE CONTROL DRIP VALVE I I_ 9. PVC MAINLINE 15, RECLAIMED TAG WITH RCV STATION NUMBER 16. PRESSURE REGULATOR-MODEL#PMUMBER BY 1(=1 o I� 2 IA. x 24"LENGTH GALVANIZED PIPE " Section VIEW -III- �! STAKE 'SENNINGER - i- -1 II SCH.80 PVC TEE FITTING 1110 1 11=I I I=1 I I=1 11=1 I El I El I ° _ _ _ 11= -1 I I- I' 8 _,� ,� �-. ;= ,; ;III=1 I I=1 I I-III-1 I I=1 NOTES: 5 - I=1 I I=III=III=III= I 11= 5 A. ALL THREADS SHALL BE WRAPPED WITH g `•�,��,. �� "''�4,;�: A., 2 III=1I1=1I1=1I I II=III-1 III= 6 TEFLON TAPE 5 s B. 12"MIN.CLEAR SPACE SHALL BE MAINTAINED 1 BETWEEN THE QUICK COUPLER VALVE BOX 10 -I I - I- - 7 s AND ANY ADJACENT HARDSCAPE-WHERE 11 a =1I I-1I1=1I I occuRs -III=III-III-III- II=1I _.,: I=III=III=III- =III-III- =I 12 • '.'� 4 -III-i ITi=III- I- 9 13 1'•�Y ♦1 � r`t 0 14 11 15 0 Air Relief Valve Detail Plan V 16 Xeri-Bubbler Detail: Tree and Shrub Quick Co :�IerValve in Box Dri Valve & Filter Scale: 1/2'=1'-0' P Assembly- XCZ-LF-075 Scale:3/4"=1' C Scale: 1-1/2'=1'-0' 1. FINISH GRADE. 2. 6'ROUND TAN PLASTIC VALVE BOX. 1. IRRIGATION HEAD PER PLAN 3. LINE FLUSHING VALVE-TL050MFV-1 2. PAVING EDGE,HEADER OR WALL 1 4. PVC REDUCER ADAPTER S X 112"FIPT(SIZE 3. RAIN BIRD SA-SERIES SWING JOINT-18"MIN. 1. RECTANGULAR,TAN PLASTIC VALVE BOX AS REQUIRED.) FOR 12"POPUPS&12'MIN.FOR 6'POPUPS 2 WITH LOCKING COVER 5. PEA GRAVEL-12'DEPTH. 4. PVC LATERAL LINE 2. FINISH GRADE: A2,15 6. 2 INCHES 18"IN TURF 5. PVC ELBOW or TEE 3 -Y2"BELOW BOX LID 1N TURF 7, PVC LATERAL OR EXHAUST HEADER. -1 Y'BELOW BOX LID IN SHRUB/GC A2.14 4'IN SHRUB NOTES: 4 3. FLOW SENSOR A. ALL THREADS SHALL BE WRAPPED WITH 4, REFER TO CONSTRUCTION NOTES FOR TYPE TEFLON TAPE. 5 OF CABLE FROM FLOW SENSOR TO B. ALL TURF SPRAY HEADS SHALL BE SETBACK CONTROLLER A2.12 2 q 3 18'AWAY FROM CURBS,DRIVEWAYS, 5. CONDUIT BUSHING 6 6. WATERPROOF DRY SPLICE CONNECTOR 2 1"IN SHRUBS 1/2'IN TURF HARDSCAPES. AND 6 7. 3/a"DIA. ELECTRICAL CONDUIT AND SWEEP 1 ELBOW A2.11 A2.13 8. IRRIGATION MAINLJNE FROM MASTER VALVE a III III=1 I I I-1 =1 1= 9. SCH. 40 PVC REDUCING COUPLER _ I=III=1 I I El I I=1 11= 1 10. CHRISTY'S TAG#ID-MAX-P2-RCIP2 III=1 I=1 -1 I =1 -1 =1 I III-1 -III-I 1= =I I I=1 -111=I I I= 11 -I 11. MAINLINE TO REMOTE CONTROL VALVES III- III- = =1 I I III= I 1=1 '�� �' 3 'I-1 1= 1=1 = 11= III=1 11= = � 12. PEA GRAVEL,2 cuBlc FEET MINIMUM =11 I i I I I=1 1=1 11=1 1=1 I I 1=1 1El 11=1 I-I -III- =III=I I=III= III=111=I -ill SPA I I IEl 1 S =III- III=111- 7 11 I-111- i 1=1 i I_ KEY PLAN I I El 4 ISSUES AND REVISIONS I-III= 4 I III O Q O III= I =III - =, 18 MAY, 2006 - BID ISSUE - I III = - - a o - _ -I 11- 4111 it 1 JUNE 2006 - STRUCTURAL SUBMITTAL Q O a a Q 10 I III 5 20 JUNE 2006 - ADDENDUM B 8 31 JULY 2006 - ADDENDUM C -1 I I-1 11=1 I I�111 I 11= s -I I-III=1 I-III-III- =III-III III=11I-III,=III=111- 24 AUG. 2006 - ISSUED FOR CONSTRUCTION - 12 I III'III-1 - 12 SEPT. 2006 - BULLETIN # 1 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) MIN. DOWNSTREAM MIN. DOWNSTREAM DISTANCE DISTANCE ON INCHES) (IN INCHES)TO MASTER VALVE Flush Valve =L P 5 x FLOW METER SIZE = 10 x FLOW METER SIZE Nrs Popup Spray Head - Typical Detail Flow Sensor Scale: 1 1/2'=,'�. H Scale: 3'=11-08 The original size of this drawing is 36"x48" T G �r r/ r _ DESERT SPRINGS JW MARRIOTT"RESORT PALM DESERT SHEET TITLE Z12\ IRRIGATION DETAILS SCALE DATE SHEET NO, 20 DEC. 2006 DRAWN BY PROJFCT NO. L2.03 CTAFC n7e 11 o o • Wimberl Allison Tong & Goo Architecture, Desi , Plmiing and Consulting �O O University2260 Drive, Newport Beach Telephone 949 574 500 Facsimile, California 60 949574 8550 Contractor Responsible to Repair All Turf Within a - O C) Hatched Area EPTDESIGN landscape architecture I urban design Planning O �- \\ ----- - 844 East Green Street,Ste. 201 " +3 ���� - Pasadena,CA 91101 OA, \ T 1626.795.2008 F 1626.795.2547 +2 o www.eptdesign.com O +1 \ O 00 � O O(7' g UN 0 do w °e N /m \ O O , s NOUN 0/31/07 O O O O - See Note 2 OF M_�F 00 °O O O O O ` Typical For All Mounding 00 O O O :": 0_ ....... ...... 0 \\ O O \ _._. .+1 �'. , 0 0 � 0 -+3 ' - +2 O 0 - +z - X 1M t - I , , I (DI O O - O =� w f �- O �D G_ U 0 % J \ � O ° Pilates Studio _ ° O- / J, . 0 +2 O ° (Add. O +1 OO (, ?�S / • ° ° • O / J ° r 36° °°O° O O ° - ao o ° ° ° °o ° °O ° °° ° � ° ° ° °O ° O o °Ooo ° °° ° 1' -- O + . + O +1 ° � O ° J + ° ° ° D °g °° °O � o +,O O O t2 ° ° ° & 2 oVestibule OO ° � o° ° ° - O Q 07 x ° ° Movement Studio +3 O o 10 O y O �° +4 +3 'rl x O o ° 48„ O °+, QO O O ° +2 +2 J O O x y +1 08 O l/ O ° 0� o ° ® o Q �11° +1 Turf O O I O O O ° o O ; r O -- O o c O O ,-c o ° l i ° O° �r=, °+ o 00 ° o° ° ° ° ( ° ° ° Manicure OQ;J J D(j) G � �g O ° ° ° O - °0° ° ° ° °o Electrical Existing Road- _ O ° Hair ® Protect in Place 0 ° 0 Mechanical Fitness Center Pedicure Color & Shampoo i I G -- Ir f B Salon Reception Mechanical - Foyer Massage � • ( 1 Retail �r•„t.�4 0 i Body Elio . o ° Pump Room T HLINE E ■�� �� �� ..HEFT L1 .02 �s �. Massage M TCHLINE - SEE SHEET L1 .02 SPA KEY PLAN ISSUES AND REVISIONS PLANTING LEGEND: Existing Trees PLANTING LEGEND: Trees 18 MAY, 2006 - BID ISSUE PLANTING LEGEND: Shrubs, Groun overs and Turf SYMBOL NAME 1 JUNE 20-06 - STRUCT URAL SUBMITTAL SYMBOL NAME SIZE QTY WATER USE DETAIL SYMBOL NAME � 20 JUNE 2006 - ADDENDUM_ SIZE QTY WATER USE DETAIL �� M B ' 31 JULY 2 6 - ADDENDUM C Parivnsonia Hybrid"Desert Museum's 15 Gallon 37 LOW/0.2 116 FEET 24 AUG. 006 - ISSUED FOR Existing Date Palm Protect In Place 0 Desert Museum Palo Verde 36"Box2 Desert Agave A/L3,03 0 2 4 8LOW/0.2 B/L3.03CONSTRUCTION (Single Trunk Low branching) 48'Box g ® Agave parry) NORTH Scale: 1/8'= 1'-0" 12 SEPT 006 - BULLETIN # 1 Parry's Agave 15 Gallon 9 LOW/0.2 A/L3.03 Chilopsis linearis @ ,Agave vtl� 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) Palm Protect in Place :. Desert Willow " 15 Gallon 6 LOW/0.2 36 Box 7 MOD/0.5 B/L3.03 Octopus A9� A/L3.03 (Single Trunk Low branching) � Calliandra calffomica 15 Gallon 2 LOW/0,2 A/L,3,03 Red Fairy Duster Acacia stenophylla O Callistemon viminalis'Little John' S Galin• Shoestring Acacia 36"Box 9 LOW/0.2 B/L3,03 Little John Bottle Brush 100 LOW-MOD/0-3 A/L3.03 (Single Trunk Low branching) Census peruvianus O Peruvian Torch 15 Gallon 6 LOW/0.2 A11-3.03 o 7'B,T.Skinned 7 Dasylirion longissima Caldomgtoaa fialm Meacan Grass Tree 15 Gallon 16 LOW/0.2 AA.,3,08 Calffornia Fan Palm 9'B.T.Sldnned 7 MOD/0.5 C/L3.03 12'B.T.Skinned 7 Desert Spoon wheeleri 15 Gallon 22 LOW/0.2 poons o The original size of this drawin is Brittttleb 36"x48" Enleb ush farinosa 5 Gallon 70 LOW/0,2 A/L3,03 PLANTING NOTES Echinocactus grusonii E Golden Barrel Cactus 10"diameter 16 VERY LOW/0.1 A23.03 1, All clearance data per City of Palm Desert tree planting standards and guidelines. O Ocotillo 8'height-Large 9 LOW/0,2 A4.3,03 Fouquieria splendens 7 cane min. 2. All edging to be aluminum header,per detail D/L3.03 O Hes sloe pe parviflora 5 Gallon 55 LOW/0.2 3. Contractor shall repair eAstin turf with equal ff dam Red Yucca A/L3,08 T � 9 q age occurs during construction, Justicia califomica 4. All planting areas to be covered W/a 2"Min.depth D.G.after compaction, (3/8"minus with 11%fines) O Chuparosa 15 Gallon 7 LOW-MOD/0.3 AI-3•03 D.G.to be California Gold by Southwest Boulder&Stone. � Muhlenbergia rigens DESERT SPRINGS Deer Grass 1 Gallon 115 MOD/0.5 A/L 3.03 JW MARRIOTT'"RESORT 5. Plant counts in the planting legend are to be used as reference only. Contractor is responsible for all symbols on plan. Nandina domestica'Filamentosa' PALM DESERT 0 Thread-leaf Nandina 5 Gallon 5 MOD/0.5 A/L3.03 6, Contractor to layout all plants at right locations for Landscape Architect's approval before planting. ® Podocarpus gracilkor'Columns' SHEET TITLE Contractor to coordinate with Landscape Architect at least Five(5)working days in advance. Fern Pine 24"Box @ 36"o.c. 56 MOD/0.5 A/L3,03 7. Contractor shall not trees into the CVWD easements or right of ways. Simmondsia chinensis 15 Gallon 13 LOW/0.2 Jojoba A/1-3,03 Yucca whipplei O Our Lord's Candle 15 Gallon 3 LOW/0.2 q/L3,03 Delea capitata'sierra Gold' - PLANTING PLAN O Sierra Gold Dalea 1 Gallon 347 MOD/0.5 A/L3,03 Verbena rigida Sandpaper Verbena 1 Gallon 109 MOD/0.5 AU-03 Hybrid Bermuda Sod plan Pea Gravel-Chamois Beige SCALE DATE SHEET NO.0 3/8" Per 20 DEC. 2006 o Southwest Boulder 760-342-5522 Plan _ o Steel Edging o DRAWN BY PROJECT NO. L�•O Per Detail D/1„g,Q3 STAFF 034033-70 " ° a e e MATCHLINE - SEE SHEET L3.02 MATCHLI - SEE SHE L3.02 Massage �? Pump Room Reception Lobby Skin Care i � 34r/ Skin care ' ®� �� imberl Allison Ton & Goo Architecture besi Planningand Consulting 2260 University Drive, Newport Beach,California 92660 j O O Telephone 949 574 8500 Facsimile 949 574 8550 If Additive Alternate for VIP Area is not Accepted This area shall be planted W/a min. 5 fifteen gallon, 10 five Group =;� l-��' • � gallon, 10 one gallon, plant material from planting Lobby �V% legend. Coordinate plant selection and location W/ _ . (• l Landscape Architect. O ' - EPTDESIGN O � > land•eapo arcblfoefure I urban do•lon planning � �>'tt 844 East Green Street,Ste. 201 o (j Pasadena,CA 91101 Luxury ® 0 Q All Planting Areas to be Covered of T 1626.795.2008 F 1626.795.2547 Couples ® 0 Min T Depth of D.G.p Dap a www.eptdesign.com 0. , 'cam' so P\�S N ti ` � o VIP Suite ' 0 ia"a� 1 W31/07 E) CD OF CAl �FC� - O • Massage All Planting Areas to be Covered of O Min 2"Depth of D,G. Therapist Group Lounge. . Lounge 0 Co-Ed Lobby Office ew Turf. i Skin Care y s : q� O O Q Q . . O ° 01 r o o O o O Product's o O F o Store Massage O �. �► Men s mill +# Staff o O O o Couples O ill 1 Q O +3 0 0 o Massage O .- O Q � Hammam . 00 O Hammam m O Mach. O 1 Women's Lounge 0 x �� O o O Mechanical Men's Lounge q7 O � �� . Steam O Steam � - . O ( ; . J . Sauna ' QO O' Sau na o Sa O O O O ` ,� '� Whirlpool `�,2 �Y r , O �� Whirlpool �-J � ( > _ _P u N-11, 44 O , '• ° i i �� ♦ © ® �"` N Turf . I 1 Existi S Ewsti g Pool.n P . . ® Trellis Post TYP. I •I '�j� ` Trellis Post TYP. Existing t a €y Existing Palm TYP. Palm TYP. ' \40 ., r000 tA . -+lam i 0 2 4 8 16 FEET J NORTH ,� Scale: 1/8' = 1-0' r r � - PLANTING LEGEND: Trees PLANTING LEGEND: Shrubs, Groundcovers and Turf SPA SYMBOL NAME SIZE QTY WATER USE DETAIL SYMBOL NAME SIZE CITY WATER USE DETAIL KEY PLAN ISSUES AND REVISIONS Agave desert 15 Gallon 37 LOW/0.2 A11-3.03 Park insonia Hybrid"Desert Museum"- 36'Box 2 Desert Agave 18 MAY, 2006 - BID ISSUE Desert Museum Palo Verde LOW/0.2 1 JUNE 2006 - STRUCTURAL SUBMITTAL ® � ® Agave Pam 15 Gallon 9 LOW/0.2 A/L3.03 ® % (Single Trunk Low branching) 48"Box - 6 Parrys Agave 20 JUNE 2006 - ADDENDUM B / Agave vilmoriniana 15 Gallon 6 LOW/0.2 A/L3.03 / O Octopus Agave 31 JULY 2006 - ADDENDUM C ;��- ✓ _ ,,�- �� Chilopsis linearis \; 36 Box 7 24 AUG. 2006 - ISSUED FOR CONSTRUCTION / Desert Willow MOD/0.5 B/L3.03 Calliandra oalifomica *41% 0 O (Single Trunk Low branching) Red Fairy Duster 15 Gallon 2 LOW/0.2 .03 12 SEPT. 2006 - BULLETIN # 1 O Callistemon viminalis'Utde John' 5 Gallon 100 LOW-MOD/0:3 A/L.3.03 Acacia stenophylla Little John Bottle Brush 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION) - • Shoestring Acacia 36"Box 9 LOW/0.2 B/L3.03 • (Single Trunk Low branching) Cereus peruvianus 15 Gallon 6 LOW/0.2 A/L3.03 O Peruvian Torch 7'B.T.Skinned 7 � Dasylirion longissima 15 Gallon 16 LOW/0.2 A/L3.03 Washingtonia filifera MOD/0.5 C/L3.03 Mexican Grass Tree California Fan Palm 9 B.T.Skinned 7 Dasylirion wheeled Desert Spoon 15 Gallon 22 LOW/0.2 M,.3.03 12'B.T.Skinned 7 WAa Encelia farinosa 5 Gallon 70 LOW/0.2 A/L3.03 Brittlebush PLANTING NOTES Echinocactus grusonii 1T diameter 16 VERY LOW/0.1 A�s.03 Golden Barrel Cactus Fouquiedasplendens 7 cane min. 9 LOW/0.2 AIL3.03 The on inal size of this drawingis 36x48" 1. Ail clearance data per City of Palm Desert tree planting standards and guidelines. O Ocotillo 8'height-Large I 2. All edging to be aluminum header,per detail D/L3.03 O He Y c�parviflora 5 Gallon 55 LOW/0.2 A/L3.03 C 3. Contractor shall repair existing turf with equal If damage occurs during construction. tl �j _ Justicia caGfomica 15 Gallon 7 LOW-MOD/0.3 W•� - Chuparosa 4. All planting areas to be covered W/a 2"Min. depth D.G.after compaction. (3/8'minus with 11%fines) Muhl D.G.to be California Gold by Southwest Boulder&Stone. Deer Grass rigens 1 Gallon 115 MOD/0.5 AJL3.03 Deer Grass 5. Plant counts in the planting legend are to be used as reference any. Contractor is responsible for all Nandina domestica'Filamentosa' 5 Gallon 5 MOD/0.5 A/L3.03 symbols on plan: 0 Thread-leaf Nandina 6. Contractor to layout all plants at right locations for Landscape Architect's approval before planting. Podocarpus gracilior'Columns' • ® 24 Box @ 36 o,a 56 MOD/0.5 �•� DESERT SPRINGS Contractor to coordinate with Landscape Architect at least Five(5)working days In advance. Fern Pine Q Simmondsia chinensis 15 Gallon 13 LOW/0.2 AA.3.03 JW MARRIOTT`"RESORT 7. Contractor shall not trees into the CVWD easements or right of ways. Jojoba PALM DESERT O Yucca whipplei 15 Gallon 3 LOW/0.2 A/L3.03 Our Lord's Candle SHEET TITLE Dalea capitata"Sierra Gold' 1 Gallon 347 MOD/0.5 All-3.03 PLANTING LEGEND: Existing Trees O Sierra Gold Dalea 2 Verbena rigida 1 Gallon 109 MOD/0.5 A/L3.03 SYMBOL NAME Sandpaper verbena Hybrid Bermuda Sod Per HIGIH/0.7 PLANTING PLAN Existing Date Palm Protect In Place Pea Gravel-Chamois Beige 3/811 Per Southwest Boulder 760-342-5522 Plan Steel Edging Per Detail - D/L3.03 Existing Palm Protect In Place SCALE DATE SHEET N0. 20 DEC. 2006 DRAWN BY PROJECT NO. L3,02 1 STAFF 034033-70 ° ° ° ° ° ° i 1. ROOT OF SHRUB TO BE PLANTED 1"ABOVE FINISH GRADE 2. EARTH WATERING BASIN, NO LARGER THAN ROOTBALL. 3, FINISH GRADE 4. ROOTBALL 6. BACKFILL WITH NATIVE SOIL 6. UNDISTURBED SOIL,SCARIFY SIDES OF PIT 1 2 Wimberly Allison Tong & Goo .Architecture, Desi , Planning and Consulting � g g 3 2260 University Drive, Newport Beach,Califomia 92660 4 Telephone 949 574 8500 Facsimile 949 574 8550 11 111 111 111 11IIIIIII111�1II �1 �, IIIIII111I(11H EPTDESIGN 3E III=-III: II' 6 =-I I I landscape architecture I urban design I planning 111=-III III- III llj III—_TL 111 1 I I -1 III III III III -1 I' 8AA East Green Street,Ste. 201 11==ll1 -1_I_I_=F111=[ ICI I- LI i Pasadena,CA 91101 21/2 TIMES T 1626.795.2008 F 1626.795.25A7 ROOTBALL DIA. www.eptdasign.com Shrub Planting AScale: NTS /� �F L0Qq WC2� ..1) Er natu 1. (2)T DIAMETER X 8'LONG FOR 36'BOX. PLACE STAKES AT RIGHT ANGLE TO PREVAILING WIND OR AS DIRECTED BY TF OF CA- LANDSCAPE ARCHITECT 2. (2)V.I.T.CINCH TIE,SIZE PER SIZE PER BOX 1 SIZE 3. R007BALL CROWN 4'ABOVE FINISH GRADE 2 4. EARTH WATERING BASIN,NO LARGER THAN ROOTBALL,RAKE OUT AS DIRECTED 5. FINISH GRADE 6. UNDISTURBED SOIL,SCARIFY SIDES OF PIT NOTES: cc A PLANT PIT SHOWN IS FOR 15 GALLON SIZE- CE FOR LARGER MATERIAL,PLANT PIT SHALL BE 18'LARGER THAN BOX SIZE ON ALL SIDES = 2 AND NO DEEPER THAN BOX DEPTH D 3 B. V.I.T.BRACES ARE TO BE ATTACHED TO p 4 LODGEPOLE WITHGALVANIZED DECK SCREWS,NO NAILS ALLOWED.FOR 36"BOX 5 TREE USE(2)36'V.I,T.WITH THRU BOLTS C, FOOT TAMP BACKFILL UG TLY IN 6'-1(7 UFTS D. MAINTAIN A MIN. 1'-0'RADIUS CLEAR EARTH AREA AROUND TRUNK IN TURF I I MI I�I' TREE STAKES SHALL BE REMOVED AFTER 11=1 11=1 I I— FIRST GROWING SEASON. 151111 r E. LOW BRANCHES TO REMAIN. rq I I 1 1 11 I III=1 11= IIII 1— 6 :III—III �I 11—I I III I I —. IIII�TII�III �,II' 3 TIMES ROOTBALL Low Branching Tree Planting and Staking BScale: 112'=1'-0s w 1. TREE ROOTBALL.SEE PLANTING PLAN FOR TYPE AND SIZE. 2. BACKRILL WITH NATIVE SOIL 3. FINISH GRADE/SURFACE 4. UNDISTURBED SOIL L 3 TIMES ROOTBALL DIA, 1 4 2 z 3 3 N C0 LLI CL /ma�yy �I I I '•., ;r' +•``j'� �' I I�I �, all�l �IyI�III�I I T I — I II�� I �f� I I I�I�I I I I I IIII 1, �I I I I�I�I� 1 I I IIII I „� I I II IF Palm Planting CScale: NTS 4 1 3 6 1. 1/8'x4"ALUMINUM HEADER 2. FLUSH JOINT OVERLAP A2.15 3. 1/85c15'ALUMINUM STAKE J_ _ 4. FINISH GRADE: A2.14 1"BELOW F.S.FOR TURF AREA 2"BELOW F.S.FOR SHRUB AREA 'I_i I I 11— IIII I IIIIII- 5. COMPACTED SUBGRADE i 5 6. PLANTING MATERIAL PER PLAN A2.12 . I I= i�I I I I I I T_I�I I_I I— = IIII 111 A. A BORDER LINE ALUMINUM HEADER A2.11 A2.13 AVAILABLE FROM BORDER CONCEPTS(707) I 1 11 I I li 541-5509 �II�� B. ALL ALUMINUM EDGING SHALL HAVE 11111111 GALVANIZED FINISH C. INSTALL PER MANUFACTURERS VIU O 1 III I" SPECIFICATIONS SPA KEY PLAN Section View 1 2 3 ISSUES AND REVISIONS 18 MAY, 2006 - BID ISSUE 1 JUNE 2006 - STRUCTURAL SUBMITTAL 20 JUNE 2006 - ADDENDUM B 31 JULY 2006 - ADDENDUM C 32" L 24 AUG. 2006 - ISSUED FOR CONSTRUCTION TYP. 12 SEPT. 2006 - BULLETIN # 1 20 DEC. 2006 - BULLETIN # 2 (FOR CONSTRUCTION Plan View I i Aluminum Edging DScale: l l/2"-1' 0. The original size of this drawing T N E NOTE: , SEE CITY OF PALM DESERT LANDSCAPE MAINTENANCE GUIDE DESERT SPRINGS JW MARRIOTT"RESORT PALM DESERT SHEET TITLE PLANTING DETAILS SCALE DATE SHF 20 DEC. 2006 DRAWN BY PROJECT NO. I STAFF 034033-70 I