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Home My WebLink AboutDesert Gateway_1 TM , f Tie to Mainline as Indicate n Master ite r / Landsc pe Irrigation P an , IT ------------- ------------ ........... ��w„.: z --'^-•t, rote cts rc co o l-4`--,_--_,_• - _ i4', f I I X-C O C C O 4^(`J U I �O 7 J C )T \\ I J s , G / KKE Architects Inc. s� ' ti / LINE LIMITS olorado blvd. 4th floor s, 525 e c •3 li- I c'i-. :•,t' dx,? d. h 1 ' ti �-ni811Y. r 0 I 1101 Ji asadena ca 9 , p (626) 796-8230 r / I I - t (626) 796-8735 FAX minneapolis 4y , t I k. / ' I e ort beach n wp www.kke.com las vegas r, ---� a a pas den : I s '_,I Irvine , I 7 XV PARCE BUILDING # 19 I �, LOW At : I� CUMMINGS CURL EYmDASS0CIATES, INC L_ A N D S C A P E A R C H I T E C T !S /�� 776 EAST GREEN STREET, SUITE 240, PASADENA, CALIFORNIA 91 101 + TEL. 626.683.8182 ' CA 3583 AZ 30I Ur 204 NM 3 NV 578 CLARB 3 19 , Id I 00 377 12 , I G�`�'3583 A- � I , i , 0 X I K�..: ... : Y ...., —. ... wbln.t. __� .IF m -.r*.^;-. , .:..'E'N ..'e :, S.. .,*,. ,..'.: { `I •1 1.-_ I ,.. .. .. .. !. .. ... .' ,. .• > .y}. ,5.. '4«:.fi... ..'. 1r el r'}. CV' 1�Ca..r: , I _ i O V e_ : C qp i _1 w . ZK 1 C-6 1 8 0 I I u H , ! ! ► 1s I r I — •rs Z\ _. _ _._-_- ....._...._..._. _..-._._. !,\� •' aY"!y - -'. IF, 00` I le i }p , _ II gyp{y ) i` \ i I i I1 I' Y d on Master Site �) Controller C as Locate Landscape Irrigation Plan � Key Plan NORTH : i I CARVER COMPANIES / 74-947 Highway 111 Indian Wells California 92210 - I I w ; ,-�_- t 1 .0 , , r I I I K ' I I T: 760 773 5855 I I I 1 I { I I r c, i I I F 760.773.9565 I - A i" r- u , a 1 1 1 I 1 I : r d R Ce toRepaira Replace a No. Da Revision Description MITTAL i PAN CHECK SUB / 12 23/05 Ist L irrigation for 100 /o / 03/21/O6 PLAN CHECK CORR. (Bldg. Dept) g coverage o new 05/23/06 ISSUED FOR BIDDING 1 r - replacment trees and C4 Q _ J o6/I q/06 ADDENDUM 'A' a planting. 4 .0 F — — — � 08/02/06 2nd PLAN CHECK CORR. (Bldg. Dept) � • 4_ w IRRIGATION LEGEND - r SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail Rain Bird GB Series Remote Control Valve w/PRS-D As Needed Install as per Detail ,` w _ for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve - Project: - - - - Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications DESERT GATEWAY H Red & White Valve Co. 5044F Full Port Brass Ball Valve °` Install as per Detail -APPROVED- Rain Bird 44NP Quick-Coupling Valve Install as per Detail t _Amended Lan ,scaae Retry-RIt Plan i q .` Parcel Bldg. #19 Pacific Plastics Schedule 40 PVC Lateral Pipe 1-1/2" And Smaller, Class 315 2" and Larger Install as per Detail Reviewed BY —'" �J 34300 MontereyAvenueLandscape Mgr.. . • . —• —. Pacific Plastics Schedule 40 Mainline PVC Pipe 1-1/2" And Smater, Class 315 2" and Larger Install as per Detail � ,.�� Date, --------------- Palm Desert, CA 92211 _-----___ t_____ Pacific Plastics Schedule 40 Sleeve PVC Pipe Twice Pipe/WireYBundle Size Install as per Detail f CITY of PAL. DESERT PUBLIC WORKS DEPT. Install as per Detail p Laterals, l -FR J24 Riser / Drip Zone - Shrubs Schedule 40 Backbone wl Class 315 Later P Scale-. fi 10' , ymy No EMITTER SCHEDULE STATION NUMBER QTY PLANT MATRIAL EMITTER TYPE P , 0 10 20 40 ft 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-20PC-1032/FRA24 2.0 GPH 2 1 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER PC-05-1032/FRA24* 5.0 GPH 6.7 VALVE GPM VALVE SIZE 1„ These plans have been reviewed by the Coachella Valley Water District in Y/-f Y �7 PAD 19 - accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D' INDICATES DRIP ZONE VALV D Section 65597 et seq.requiring efficient landscape and irrigation design in `lf�'n cooperation with the local governing agency(City or County). `vVV ; � / Approval of this drawing by CVWD staff does not constitute approval to Irrigation PIa n DRIP IRRIGATION LATERAL PIPE SIZING CHART encroach tnto district and USER Rights-ot Way. Trees,plants,walls,and permanent structures of any kind may not be planted or installed in CVWD CONTRACTOR TO VERIFY PRIOR TO INSTALLATION and USBR easements or right-of-way without first obtaining an GPM PIPE SIZE encroachment permit from CVWD. u 0 - 5 1/2 CLASS 315 PLASTIC PIPE ti, Project 0513.1161.01 Drawing Number 5 - 9 3/4" CLASS 315 PLASTIC PIPE ..:. Date June 30, 2006 DATE WATER MANAGEMENT SUPERVISOR 9 + 1" CLASS 315 PLASTIC PIPE h'.. ,4 Drawn by L a �3 CVWD PLAN# Checked by [PM or PA] DEVELOPMENT SERVICES SUPERVISOR ' NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS -Copyright © 2005 by KKE Architects,Inc. q } .r 3No, a•Jo U Y: u f iOVERALL ATAE R . . �N / - Scale: dr 80' , .c r ; Y "' � 40 so FT 77, , , F IV 0- N. jV �. i z w GATEWAY D RIVE ''; y/ . . 777 � to I — •� N, 5- j, o IIIIIIII IIIILIIIIIIillllillllll � IIIIIIillllllllllllilllL .. a_ t , . , TA ow I ' I - y _ Illi f I O - —. . W Ills • � �., � III W�"v v W ��, I I I I I I I I I I I II ,i Y, III t I I � I t W kvi 01 W f IV .fir♦ O _ - - - - - - - - - - • j �• � ... .. may, ,�` � :, . � , fl �r . � III mv -Ilk V IL ( IIII — O - - - - - ■ l , r ' .. gym%' — :: ; I I ( ( I I I I I ` ►a..•.-: — - -�`_. � •X W I 1,m, a C d' 1 \ I iks' a. aw — — , TI ', \ . t 1 { 1 { 1 _ i f & i f i / M1 t t{ f i t ♦ 1 I 1 . 1KI18 A w/1L. DIMR 0 •%) A —- _, .. � � 111 l l � � gum— low �`� ` 1� • � 141 I 4v� - - t - - - - - - - - - - - - - - -- - - - - - - - r � - . , — I I , '' ,•�— •_. Y� '�' , tom'° +�.,: ., A / V ■Inc mute A eu►;1 >N m o a n D al m c CV —- _ - _ _ W I s \ �� r x _ s will[A SM 8 SM 0 EM D VXX I A14 F "L d ow am 0 role I Dlip , It a n W W NFU W —1 aft,% fll� S z J—Lt= F 1 a oftsW - - - `` ar' 4 V f � , _.ten<&t�' "' #rr 1 am r 1, t 1 i I 1 t I 1 _.I I I I I I I .IIIII III IIlIIIIIIIiII � II �� ' '� — , y - _ _ — ., EME`' I � ��», � .r'+r � .i ,. •., � I f ,. ., � . - -- __. ___ _. ... . . ,ram _, _ .; � •.r'- „ } Tr— SIGNAL y„ J EXISTING i—� 1 F w�1{, SIGNAL ; E L� , L :'L P .. • r � ' % .• �f.,.., # 14 L 4 r PROPOSED • — -- -- � _ ` � ;:. � _ W I C V�1ngr Q 'ARTMCNT i � . _ I .�n.:� ', � . ... - ;, ,:. � ' PUBLIC oT , PU[3._l `\+ I F'. McDONALDS HHOME �� CITY OF PAL-ily, L)L_�Llij,,.�•. � ' DEPOT CI�� ,o�;�; �L��W R II . _'. o �1''� 6Y. CITY OF PALM DESERT R - a D AWING NO. 4•_ n yr � ',.'. � ~ - ' L2.14 No. DATE REVISIONS A dPREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: a Underground Service Alert ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT iN ACCORDANCE WITH �ANDSCAP a; GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND cu le COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTiONOF THE PROJECT, INCLUDING \5�``ti LOCATION: N0. 155 RC DESERT_ GATEWAY, al -FORE YOG SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ` F P� p� Call: TOLL FREE LIMITED TO NORMAL WORKING HOUPS, AND CONSRUCTTON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �� w�-� } „ V DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL OF ALLEGED, IN CONNECTION WiTH THE PERFORMANCE OF Development Resource Consultants, Inc. 2.5 BRONZE DISK STAMPED LS 4146 F 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: ,I�-- tom: mom, - SHEET � 3 1 —$O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering Land Surveying Land Planning' GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UITLITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A DRC 800 S, ROCHESTER AVENUE, SUITE 4C } `� T CORNER OF CUMMINGS CURLEYmoASS0CIA �� .. . � 4� SOUTHEAST co SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTIPLAN EXCEPT THOSE SHOWN AE * ONTARIO, CA 91761 (909) 230-5241, EAX (909) 230-5246 TES, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA " MONTEREY AVENUE AND DINAH SHORE DRIVE Or t` �111 — O O ON THESE PUNS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �p_3t_p7 I_ N o s e A re e H I T c c r a B.C.R. L� c _.. 77G EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 W.O. U01-230 FOR: XX f F.B. XX 4 H E E TS TWO WORKING DAYS sr �P '' §t± TEL 626,683.8182 CHECKED B" _ UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH qrF �� - C-A,35e3 ,Z 301QQ ,,Yr 772g4 NM 312 NV 578 c H 310 ELEV.: 316.435 NGVD29 RC BEFORE YOU DIG of CALIF ?, ' GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND : kA COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING t i 1 • . _ _. i ,• � � 'fix, `b _,. T, ., ' - .) i4: ,.. 1 • J l =ram-'I , ^a a I w N , _p�q7�•_' 32 Station Her Proves,11 war II + GATEWAY D I V EF=T III NS H ETL2m2 III Tii Oq i IIIII illllllllllllllllllllllllllllllllllllllilllllll : r� I •- — III III / III III « Q- 1.1 1.1 1 4 - I + } IIII } s I I III 3. Nil �. �V + } + a } } } ° IIIIIIIIII ° ° I .IIIIIIIIIIIIIIIII III ,xJ taflo Controller 4111 u '^ \ r ~ } • ,.. •. - ., . Provide l Mount Pt Controller — — — - - - - - � r _ r .0 �3 —1— —1— 2 — I — ,31 f -+ — / 4 # 11 rqaimE 4IVA } v' w • + / DT + — + } + — ----... �.,,• �yQICY Lonna - - r -�\ + , tUStations on Se pta Plrnen Loab PO •By CVWf f tion Wl 11, (2 I C -^"C-ByCVWD 0- Locate PO IT +11 1 $baoWPeeb Plan l2"Ma •RPBackow r 23 , I_ — 9 3� r / + wfR A 21 B one I 1-112"Meter,2" eckflow I } I)l Li r` ► \ �, r . } } + I + + } } ' + } + + ' « } ' --I . IIIIIIIIIIIIiIII11I1I } r T I iw � Ire na taut-re a2._. _ I \ , r 4 Station Y4i[fs+2 Spare ill 24 3bUon Contro er Q�j " II I '.t edeatel Mount ntrotler '" .� � � .. A _ — �....., ?" — — — 2" ' 2" I. I l P��ppv��de Ilov Po r ( — ide 8 Bbtl s ____.. ___ -_.. - __ - -_ -_ _. ----_ AddlUo area + .....-�. _..__ __- --____ -. .�. . _... _ _.- Inca S. Hh r HEE H .� I Stations on Se ale Plan - ., ► w/38onWlrn } I 2 w G 1! ._ am 0 for Future I A Station WWa I I ,I Stations on Se crate Plan 2"I } - y � IIII �IIIIIII + I �� + + wI+ + 1 Nr { Ir w I I _ ICI + + + + 2" OAR c - ■ i I I ,l I I ++ n 2 Provide Station Wires + - _ _ I _ _ iI w/2Additional Spares - _ ,:, -.. .:- Provide 110v Power -.�� _ -1 I I I I I I I I I I I _. I -- / edeata Mount Contra r I 1�1 - -- Stub for Futu $tetionew SFetlon Wlree Q , v +fj-- _ - } _ } } + + J + + + + I - _ _ _ _ _ il 3, } — - -- - - - - — - - - - - 3=-- - - - - - - - - - - - - - - - - � J SE EXISTING —— r �_ —— .�'— — — — — — — — — — �R❑ VicinityMAP7 f `/1 1� 1\T E L 1.{ � V�U � SIGNAL �! Parcel Ma _ OVO 300mOft. ,I Now Scale: T 80' Miriam Way '{ 0 40 80 160 FT. Dinah Shore Dr. 0 f _ _ CVWD SIGNATURE BLOCK AREA 1 •Z�� Market Place WayWED t `♦ � `� _--- _—_� {.� 0) �• • • . i 1 .116 PECF Site �•�� + J n 2 4 L nub RT �E N EPA 'T WORKS D WORKS DFPARTn,1CN PUBLIG pUt3t_IG V1.,R CfT Y OF PALIA OESEHr T DESERT GATEWAY OVERALL IRRIGATION PLAN No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH CITY OF PALM_ DESERT Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND ��O CNtDSCgpF q ORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING y�`� NoRDti( LOCATION: NO. 155 RC _ { 8EF rOG SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �` m�` TF " " » Pay o o, Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD w L2.0 w 2.5 BRONZE DISK STAMPED LS 4146 BM c, DESIGN PROFESSIONAL HARMLESS FROM MY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF Development Resource Consultants Inc. � 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL 1 DESERT GATEWAY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A DRC Civil Engineering • Land Surveying • Land Planning `IC GERALD FORD DR. AT THE EAST B.C.R. SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON S. ROCHE1761STER AVENUE, SUITE 4C r • 2 2 —2 6 ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, •E oIVTARIo, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AHD A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31.07 L. A N D S C A P e ARCH I T c n T S B.C.R. TWO WORKING DAYS E P—E 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 I O I ® SOUTH EAST CORNER OF � UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH s P CHECKED .BY: BEFORE YOU DIG rgrF ��\ CA 3883 Az 30100 u`r3767204 NM311i NV 878 CLARB 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND of cAL\F SHEETS COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING IRC W.O. U01-230 FOR: XX F.B. XX I i - .eG • LANDSCAPE IRRIGATION PLAN IRRIGATION LEGEND / and TREESPALMS F SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. COMMENTS / IRRIGATION NOTES ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 INSTALL AS PER DETAIL VERIFICATION: / The system is based on a 80p.s.i. and 40 g.p.m. minimum available at the discharge METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY outlet of the meter or other point of connection. The contractor shall verify the same % TBS 2" RP BACKFLOW DEVICE INSTALLED BY CVWD INSTALL AS PER DETAIL � � at the award of the contract. The contractor shall notify the Landscape Architect immediately if the data is significantly different and would adversely affect the operation RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE w/ PRS-D AS NEEDED INSTALL AS PER DETAIL of the system. Such notice shall be in writing and shall occur within 5 days of contract RAIN BIRD RAIN BIRD XCZ-100-B-COM INSTALL AS PER DETAIL, SEE BELOW FOR PEDESTAL NOTE award for projects anticipated to take two weeks or longer or 72 hours prior to commencement 0 RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC INSTALL AS PER DETAIL, SEE BELOW FOR PEDESTAL NOTE for projects anticipated to take two weeks or less. © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC INSTALL AS PER DETAIL, SEE BELOW FOR PEDESTAL NOTE ©� RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC INSTALL AS PER DETAIL, SEE BELOW FOR PEDESTAL NOTE / .2 111. SCHEMATIC � t The system features are shown schematically for graphic clarity: install all piping and / D-T H RED & WHITE VALVE CO. 5044E BRASS FULL PORT BALL VALVE INSTALL AS PER DETAIL valves in common trenches (the minimum cover noted in the legend is required for the upper ® RAIN BIRD 44NP QUICK COUPLER VALVE INSTALL AS PER DETAIL 2A most line) where feasible and inside planting areas. Valves and main lines shall be located 16.6 in planter areas. PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER INSTALL AS PER DETAIL - � - - Miss Mae - PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER INSTALL AS PER DETAIL D CODES _____________ PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER INSTALL AS PER DETAIL v / The irrigation system and all other mechanical, electrical, and structural systems shall be a, / installed in accordance with all federal, state, and local codes and manufacture specifications DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL / - / recommendations and requirements. Notify the Landscape Architect immediately in writing prior DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL / to signing a contract with the owner of any conflicts. Conflicts noted after signing or after the commencement of work shall be the sole responsibility of the contractor. DRIP ZONE - SHRUBS ��. 1 A a 11.2 1" a HEAD ALLOWANCE a EMITTER SCHEDULE STATION NUMBER P- D / a�3tr The contractor is required to provide the owner with a complete project. He/she shall install any QTY PLANT MATRIAL EMITTER TYPE additional heads, nozzle changes, valves, irrigation lines, wire, etc. as necessary to accommodate / v - any necessary field changes. The contractor shall make all needed changes as directed by the 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032/FRA24 5.0 GPH 2 6.7 VALVE GPM Landscape Architect and provide the owner with a complete project at no additional cost to the RAIN BIRD XERI-BUG EMITTER PC-24-1032/FRA24 24.0 GPH 2 Trees/Palms / / d \ owner. The contractor is to also notify the Landscape Architect should any major changes are EQUIP EACH EMITTER WITH A PC-DIFFUSER VALVE SIZE- 1 \\ neccessary in the field prior to installation. DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-#X' INDICATES DRIP ZONE VALV D wp� / - 'D-T' INDICATES TREE DRIP VALVE / CHECK VALVES CONTRACTOR TO VERIFY PRIOR TO INSTALLATION Prior to planting, installer shall test irrigation system and provide check valves at the base of GPM PIPE SIZE 'DP' INDICATES PALM DRIP VALVE a � any Beads that display law end drainage. These shall be Included in the contractors pace and 0 - 5 1/2" CLASS 315 PLASTIC PIPE a \ shall be added as directed by the Landscape Architect and provide the owner with a complete 5 - 9 3/4" CLASS 315 PLASTIC PIPE / \ project with no additional cost to the owner. 9 + 1" CLASS 315 PLASTIC PIPE I I GUARANTEE FOR DRIP ZONE LAYOUT AND COMPONENTS / I � The contractor shall guarantee the irrigation system and all its components for the period of NOTE: SEE DETAILS / ■ one year after final acceptance by the Landscape Architect. The contractor shall be responsible CONTROLLER PEDESTAL: (1) HIT DW SS IM40 OPT RD-MV-FS200P for all materials and labor associated with the guarantee, including but not limited to the 1 HIT DW SS IM32 OPT RD-MV-FS200P( ) / � loss of plant material or damage to structures due to the failure of the irrigation system. (2) HIT DW SS IM24 OPT RD-MV-FS200P J - / d Contact HIGH TECH IRRIGATION Inc. 760-773-9224 v �v SLEEVING b \ The contractor shall be responsible for providing adequately sized sleeving for all irrigation. lighting, and other landscape components. The drawings are intended to be a guide only. Sleeves City of Palm Desert / W shall be clearly marked during construction and shall occur under all paved areas and shall WATER BUDGET CALCULATIONS: v 5A � extend 1' minimum beyond all paving. Water Calculation Chart ESTIMATED WATER USE FOR DESERT GATEWAY ETo (ZONE 4) 93.9" / 16.7 v illFRONTAGE D-4co ELECTRICAL SERVICE Maximum Water Allotirarx a LAWN - Square Feet = 0 sq.ft All exposed 11 OV wires shall be placed in rigid metal conduit and hard wired directly to 11 OV TREES/SHRUBS/GC Square Feet = 432,113 sq.ft. 3,q q 11 • LU service. All exposed low voltage wire for irrigation and lighting shall also be placed in lnoutZone © TOATAL LANDSCAPE Square Feet = 432,113 sq.ft* /0000 *Not Including DG/Crushed Rock Areas v rigid metal conduit. uare FSqootage Calculations LOW CATEGORY TREES/SHRUBS/GC Square Feet = 324,084 sq.ft MODERATE CATEGORY TREES/SHRUBS/GC Square Feet = 108,029 sq.ft Tree&Shrub Square foot 432113 a / Turf Square foot 0 / Total Square foot Cobble/Boulder Total Waterfsature Square footage ESTIMATED ANNUAL APPLIED WATER USE Total Landscape Square foot 432113 Low Water Hydrozone / Zone No. Eto WaterA4. Total Cornelslon Factors Total EAAWU = 93.9 x .2 x 324,084 x .62 / 748 / .90 Factor Sq.ft. 0.62 748 MWA 5,605 CCF per Year / 1 75 0.3 324084 0.62 748 �FAL . p % 2 75 0.5 1080Q9 0.62 748 . Moderate Water Hydrozone 3a Ina 0.5 0 0.62 748 11E! EAAWU = 93.9 x .5 x 108,029 x .62 / 748 / .90 = / 3b Ina 1 01 01 O.e2I 748 #VALUE! 4,671 CCF per Year / 4 Ina 1 0.51 1 0.621 748 #VALUEI Project Total EAAWU= a j Total �� 10,276 CCF per Year ants Mmber of plants by walar use %of Total Landecaoe Square Footage 1 LOW 3000 0.505 216617.082 / 6A 2 LadMod 2680 0.448 192067,146 MAXIMUM ANNUAL APPLIED WATER USE " / 11.2 /00" 3 Mod 0.000 0.000 MAAWU = 93.9 x .6 x 432,113 x .62 / 748 = / / p 1" 4 Mod/Hi 0.000 0.000 D-P 20,179 CCF per Year 5 High o.000 0. 000 9 �� 6 LoWTrees 0.000 0.000 This Project's EAAWU is less than the MAAWU " 7 LoWMIod Trees 0.000 0.000 / 8 Mod Trees 240 0.040 17329.367 / 9 Mod1H I Tree 0.000 0.000 10 High Trees 36 0.006 25W.405 WATER CONSERVATION CONCEPT STATEMENT Total a. / ` '`�,r,�`✓f�,,r�r�,/` \\Cca-1\F-DRIVE\CLIENT FILE\COMMERCIAL\DRCEnglneedngW4-8407Desert Gateway\Cltyoi PalmDeaertWaterCalculaUonChartt.Jpg Project Site: City of Palm Desert, California Parcel #: Project Location: SWC Monterey Road and Dinah Shore Drive / Eff. Area Seasonal Pknt Factor: PlantlhrigationSy»lamType: Zone lrr. Landscape Architect: Robert Curley, Cummings Curley and Associates Spra BuNDrip 1 0.9216617 1 Low Shrub / f• Submitted with this Project: season Zonal Bo Rant Area Conversion Factors Eatlrrated Value Factor sq.ft 0.62 748 Ird.Eff. VMw Uae / 51:rtlp 12.54 0.3 216617.1 o.62 748 0.9 750.51 1. Maximum Annual Applied Water Allowance: / / •. ------ Slnrrer 34.77 0.3 216617.1 o.e2 748 0.9 2080. / ``` : :: `�`P s.7 0.3 216617.1 o.62 748 o.s 560. Conventional Landscape: 20,179 CCF/Year - FaN VVnter v •_ : : ' � TOTAL I 3412. / \ 110, 2. Estimated Annual Applied Water Use by Hydrozone / \ �••. • • • • ' PlarNlrrigationSyslemType: Zorn Irr.BE Area Seasonal Plant Factor: Low Plant Hydrozones: 5,605 CCF/Year di � /BublDrip 1 0.9 192067.146 2 Low/Mod Shrub Zonal / \ SeasZonal Eto Rant Area O�nversbn Factors Estinated � �� / 1••• •••F•I S 1••1 0 •0 Valtae Factor sq.ft 0.62 748 H.Eff. V%Mw uae Moderate Plant Hydrozones: 4,671 CCF/Year Spring 12.54 0.4 192067.1 o.62 748 0.9 887. Estimated Annual Applied Water Use: 10,276 CCF/Year S ITITer 34.77 0.4 192067.1 o.62 748 0.9 2460.1 FaN-Writer 9.7 0.4 192067.1 0.62 748 0.91 686.q3. EATAWU (10276) < MAAWA (20179) a / TOTAL 4033. 4. Landscape Design Plan / North Plant/IM atlon 3 stem Type: Zone Irr.Eff. Area Seasonal Plant Factor: CVWD SIGNATURE BLOCK AREA pray u r p 17329.367 3 Moa- Season Zonal Eto Plant Area Conversion Factors Estimated 5. Irrigation Design plan Value Factor sq.n. 0A2 748 Ird.Eff. Water Use Spring 14.72 0.5 17329.37 om 748 0.9 117.46 �]t Summer 40.75 0.5 17329.37 0.62 748 0.9 325.18 Description of Project: J / TOTAL-Winter 11.35 0.5 17329.37 0.e2 748 0.9 90.57 p g groups p g g y 833.22 This landscape design roe s tarts with similar water needs to et er The i ri ation s st is desi redo Soak 2 efficiently irrigate all zones through the use of pressure compensat' bubbl rs and drip irrigation s ste s. a a A0' 9System Plant/Irrigation atlon T Yp e: Zone Irr.Eff. Area Seasonal Plant Factor: �+� w i a Spray/Bub/Drip 2 0.8 2e99.405 4 Mod/High Season Zonal Eto Plant Area Conversion Factors Estimated Value Factor sq.ft. 0.82 748 IM.Eff. Water Use ... r, Spring 14.72 0.65 2599.405 0.82 1 748 0.9 22.91 / Summer 40.75 0.65 2599.405 0.82 748 0.9 63.41 O 10 `A Fall-Winter 11.35 0.65 2599.405 O.e2 748 0.9 17.86 O 4� r C I• �l{^ TOTAL 103.98 Date: July 22, 2005 Prepared By: P Pl IPA. �nln `•o %9 ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITHNo. DATE REVISIONS A d LANDSc PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING No. LOCATION: NO. 155 RC L2.1 Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL � REQUIRED TO ASSUME SOLE AND P�0 F qR 4146 BM COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRlJCT10NOF THE PROJECT, INCLUDING \�� w�'' 'Yo, � ` g�FORE y0G SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �,� �� 1 2.5" BRONZE DISK STAMPED LS o, Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD w DRAWN BY: DESERT GATEWAY cr c+ DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF '� -8 O o WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL D R C Civil Engineering • Land Surveying , Land Planning ,N GERALD FORD DR. AT THE EAST B.C.R. SHEET THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A soo S. RocHESTFR AVENUE, SUITE ac EAST ON MONTEREY AVE. 2.0 E LY OF DA 2 2 7-2 6 0 0 SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN n•, ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECMIIIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN D e C A P E A Ft C H 1 T a: C T s B.C.R. OF TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® SOUTH EAST CORNER OF sr 6 .-E �P TEL.626.683.8182 CHECKED 8Y: MONTEREY AVENUE AND DINAH SHORE DRIVE UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH qle ova CA 3583 AZ 30100 UT 377204 NM 31 2 NV 578 CLARS 319 ELEV.: 316.435 (NGVD29) BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND DF CAL\F COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDI IONS DURING THE COURSE OF CONSTRUCFIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS , b \ b y LANDSCAPE IRRI PLAN TREES b \ b \ and P � d v b P IRRIGATION LEGEND b \� / b "b SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 b � b M �b a, ■ METER/POC AS SPECIFIED BY CVWD -APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY 4A b TBS BACKFLOW DEVICE INSTALLED BY CVWD 12„0 b GV \ J RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE b b� 11 2 RAIN BIRD RAIN BIRD XCZ-100-B-COM 1,E b \ RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC ♦ ♦ ©OD RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC Uj RED &WHITE VALVE CO. 5044E BRASS FULL PORT BALL VALVE 6 W ® RAIN BIRD 44NP QUICK COUPLER VALVE GV - PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER ♦ \ — — — — — — PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2" AND LARGER ♦♦ a b ____________ PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER DRIP CIRCUIT-TREES - SCHEDULE 40 PVC BACKBONE LATERAL DRIP CIRCUIT- PALMS - SCHEDULE 40 PVC BACKBONE LATERAL Uj DRIP ZONE - SHRUBS b EMITTER SCHEDULE b \ QTY PLANT MATRIAL EMITTER TYPE p • ab 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH p • ♦; \ 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH p - EQUIP EACH EMITTER WITH A PC-DIFFUSER DRIP IRRIGATION LATERAL PIPE SIZING CHART `♦�" CONTRACTOR TO VERIFY PRIOR TO INSTALLATION GPM PIPE SIZE a a b 0- 5 1/2" CLASS 315 PLASTIC PIPE 5 - 9 3/4" CLASS 315 PLASTIC PIPE 4 JV 9 + 1"CLASS 315 PLASTIC PIPE r' A \ \ NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS \ b b CONTROLLER PEDESTAL: (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA b Contact HIGH TECH IRRIGATION Inc. 760-773-9224 32 Station C Her ivy Pedestal M u Provide 11 wer I k STATION NUMBER b \ b 2 -�- `� b 6.7 VALVE GPM ■ a b VALVE SIZE N b 'D-#X' INDICATES DRIP ZONE VALVE 'D-T' INDICATES TREE DRIP VALVE ——— JV b b 'D-P' INDICATES PALM DRIP VALVE b � 11 • � �b o- I 1 • / Cl) , / w w / / • • O / r ' j B V J . 17% / `�..� North Scale: T ■ 20' �e 0 10 20 40 FT. / CVWD SIGNATURE BLOCK AREA I CV ~` / 2n6 N AT REVISIONS o. DATE EVISIO S A d PREPARED FOR: PREPARED BY: BENCH MARK: ION Y APPROVED Y ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE wrrFl pNDSCgp DESIGNED B . OVED B . DRAWING NO. Underground Service Alert F CITY OF PALM DESERT 9 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND �So e R COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING �`4 y N� LOCATION: NO. 155 ORE r0 SAFETI'OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �� ` ° RC Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CA, I L2.2 c+ c DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABI IN, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE of w 2.5 BRONZE DISK STAMPED LS 4146 BM Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 1 —800 WORK ST THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL DESERT GATEWAY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 1�THESE PLANS WERE OBTAINED BY A Civil800 Engineering AVENUE, Surveying . Land Planning - GERALD FORD DR. AT THE EAST B.C.R. cd 2 2 7—2 6 0 0 SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN Soo S. ROCHESTER AVENUE, SUITE 4C E ll�\ ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAIlf10NSRY MEASURES TO PROTECT THE UTILITIES SHOWN, YRE * DRC ONTARIC, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 L A N o s c A c sa R c 11 1 T c c T s B.C.R. TWO WORKING DAYS E.o,E 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® SOUTH EAST CORNER OF OF UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH Srgr ��" TEL.626.683,8182 CHECKED BY- TWO AVENUE AND DINAH SHORE DRIVE BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND F OF (AL�FO� CA 3583 AZ 30100 lR 377204 NM 31 2 NV 578 CLARB 31 B ELEV.: 316.435 (NGVD29) . COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 1 FOR: XX F.B. XX SHEETS � I i LANDSCAPE IRRIGATION TREES and P I IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAID, ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY X TBS BACKFLOW DEVICE INSTALLED BY CVWD RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE RAIN BIRD RAIN BIRD XCZ-100-B-COM RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC ©� RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC N H RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE ■ ® RAIN BIRD 44NP QUICK COUPLER VALVE N PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER J — — — — — — — PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER _____________ PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER FM DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL Uj _ DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL DRIP ZONE - SHRUBS /. S J EMITTER SCHEDULE QTY PLANT MATRIAL EMITTER TYPE 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH Ww2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH EQUIP EACH EMITTER WITH A PC-DIFFUSER w Z - DRIP IRRIGATION LATERAL PIPE SIZING CHART CONTRACTOR TO VERIFY PRIOR TO INSTALLATION GPM PIPE SIZE 0 - 5 1/2" CLASS 315 PLASTIC PIPE Uj 5 - 9 3/4" CLASS 315 PLASTIC PIPE Uj 9 + 1" CLASS 315 PLASTIC PIPE NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS CONTROLLER PEDESTAL: (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA Contact HIGH TECH IRRIGATION Inc. 760-773-9224 A W A Y — �_ _ STATION NUMBER b 6.7 VALVE GPM VALVE SIZE ' ' J1„ D-#X INDICATES DRIP ZONE VALVE � v a 13B 14B , w d w p a 16.0 9.3 'D-T' INDICATES TREE DRIP VALVE T V v 1" �o w a D-T D-6B 'D-P' INDICATES PALM DRIP VALVE w b v I �► � r o- Y v vo-`d � o- v. w v� v i —� - - - -I- i_ - - - - - - - - - - o ° O ° �JV� JV JV I"JV ° ° ° ° ° � IN/° ° i 0 - I -— --------- 1r� 1.,•'..y jig —� —� �— + J R North Scale: r 20' - 0 10 20 40 FT. CVWD SIGNATURE BLOCK AREA f 1 4 $ SEE SHEET L2.7 ASSUME SOLE ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. o ground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO AND ��o SANDS Under q CITY OF PALM DESERT ORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CDNSTRI�NOF THE PROJECT, INCLUDING �� LOCATION: N0. 155 9EF rOG SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �� RC n Call: TOLL FREE �, L2.3 � o LINKED TO NORMAL WORIQNG HOURS, AND CONSTUCTX)N CONTRACTOR FURTHER AGREES TO AID, INDEMNIFY AND HOLD � 2.5 BRONZE DISK STAMPED LS 4146 BM c,P op DESIGN PROFESSIONAL.PROJECT, EX FROM ANY AND Al ARISING REAL of ALLEGED. IN UGENCE MAT"THE PERFORMANCE of Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY- THE —8 O O WORK ST THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL DESERT GATEWAY THE EXISTENCE AND LOCATNON OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A CivilDRC 800 E. ROC ES Land Surveying Land Planning GERALD FORD DR. AT THE EAST B.C.R. SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON S. ROCHE176 AVENUE, SUITE 4C r r KNOWLEDGE. EAST N M NTR YAVYOF D ONTARIO CA 91761 909 230-5241 FAX 909 230-5246 E S 0 0 E E AVE.E 2.0 E L SHEET �� 2 6�� ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PItECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, EI•IIATIIRE ( C U M M N G S C U R L E Y afro A S S O C I A T E S, N C B.C.R. ^^'^ AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-3t TWO WORKING DAYS L A N D S C A P E A Ft C M I T 6 C T S EMR. 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 9 101 ® SOUTH EAST CORNER OF O F UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH sr TEL. 626.683.8182 CHECKED BY: BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND qTF of CAL%F CA 3583 AZ 30100 UT377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.o. U01-230 FOR: XX F.B. XX SHEETS �P,f i LANDSCAPE IRRIGATION PLAN TREES and PA IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY L TBS BACKFLOW DEVICE INSTALLED BY CVWD RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE RAIN BIRD RAIN BIRD XCZ-100-B-COM 0 RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC O0 RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC H RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE O RAIN BIRD 44NP QUICK COUPLER VALVE PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER -------------- PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER N DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL � oo- _ DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL �j DRIP ZONE - SHRUBS I- L Uj EMITTER SCHEDULE QTY PLANT MATRIAL EMITTER TYPE 4 L 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER P - -1 2 PH G C 05 03 5 0 G co 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH EQUIP EACH EMITTER WITH A PC-DIFFUSER Uj DRIP IRRIGATION LATERAL PIPE SIZING CHART CONTRACTOR TO VERIFY PRIOR TO INSTALLATION Uj GPM PIPE SIZEco I 0 - 5 1/2" CLASS 315 PLASTIC PIPE 5 - 9 3/4" CLASS 315 PLASTIC PIPE 9 + 1" CLASS 315 PLASTIC PIPE NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS CONTROLLER PEDESTAL: (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA Contact HIGH TECH IRRIGATION Inc. 760-773-9224 I V E STATION NUMBER 2 6.7 VALVE GPM VALVE SIZE 1" 1 V� r e D-#X1 INDICATES DRIP ZONE VALV D Y a s p p 'D-T' INDICATES TREE DRIP VALVE b iv — — — 'D-P' INDICATES PALM DRIP VALVE - - - - - - - - - - - - - - — \�\ 0 E TOP t t 1 \ I � \ \ 1 f v,r F-1 F-1 F-1 F-1 Tr 1••• •••t•1 — 1••1 1 0 �\ I Scale: T 20' \ I \ 3 11 L 0 10 20 40 FT. I \ I CVWD SIGNATURE BLOCK AREA \ I CV L \ Fi \ I L • • \ I BV \ I Nor\:' % -- 2uu6 o � �I pUR1 I{^vNORKS DEPARTMENT \ L28 I �;IIY Ur N�iyLiJf UcSERT pURLlC\:tiC`''KS DEPARTMENT SEE SHEET` I CI a Y 0r PAjv1 Jr�:_r T ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE MATH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. to Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND �� _ANDSCq q CITY OF PALM DESERT O COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING ti yCD BEFORE yo SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE .y�+ I LOCATION: N0. 155 RC C*j G Call: TOLL FREE �" 2.5" BRONZE DISK STAMPED LS 4146 BM L2'4 LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, AND HOLD �. � c,P c+ DESIGN PROFESSIONAL HARM M FROM ANY AND ALL UABIUTY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w Development Resource Consultants, Inc. � 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering Land Surveying . Land Planning DESERT GATEWAY THE DOSTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN N THESE PLANS WERE OBTAINED BY A DRC „„ GERALD FORD DR. AT THE EAST B.C.R. 19 Z 2 — '�6 O O SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C i r 111� ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILTTIES SHOWN, ,�„ ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS CURLEYANDASSOCIAT ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 1 1-07 L A N o s c A P E sa Fe c I I R E c T s B.C.R. TWO WORKING DAYS E-E 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® SOUTH EAST CORNER OF 0 F UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH sr TEL, 626,683.8182 CHECKED BY: BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND qre of cAL�F `� CA 3583 AZ 30100 UT 377204 NM 312 Nv 578 CLARB 310 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 I FOR: XX F.B. XX SHEETS v v , � LANDSCAPE SEE SHEET L , r. TREES and PALMS y GV ! %3n � IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 . 1 3A ` V % METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY / 28. � 1-1/4" � , �' \ TBS BACKFLOW DEVICE INSTALLED BY CVWD RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE z / RAIN BIRD RAIN BIRD XCZ-100-B-COM RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE RAIN BIRD 44NP QUICK COUPLER VALVE PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER / 7A / DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL DRIP ZONE - SHRUBS EMITTER SCHEDULE / / QTY PLANT MATRIAL EMITTER TYPE 4.1 5 v 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH Air, / v " / /i�0 D 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH / I EQUIP EACH EMITTER WITH A PC-DIFFUSER DRIP IRRIGATION LATERAL PIPE SIZING CHART CONTRACTOR TO VERIFY PRIOR TO INSTALLATION GPM PIPE SIZE / 4 \ 'O 0 - 5 1/2" CLASS 315 PLASTIC PIPE BV V 5 - 1 3/4" CLASS 315 PLASTIC PIPE 9 + 1" CLASS 315 PLASTIC PIPE \ , NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS CONTROLLER PEDESTAL: (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA " a / Contact HIGH TECH IRRIGATION Inc. 760-773-9224 \ \ Uj v 11A Q BV W STATION NUMBER 8.0 a 2 12A 7 � 6.7 VALVE GPM / I 9.0 VALVE SIZE 1" a" I -1/4" D D- X INDICATES DRIP ZONE VALVE 'D-T' INDICATES TREE DRIP VALVE -7 Q 'D-P' INDICATES PALM DRIP VALVE 9. R'N, / -T ` 4 I IT III�1 1011 1 I ® L - ► Nil Scale: T 20' I ,I 0 O 0 10 20 40 FT. O CVWD SIGNATURE BLOCK AREA t _ ... k r— JZ 0 i r) i p O } `O� PUP' O J G"Y C F PAI_t UE SERT 0 001 ■ 4.}} No. DATE REVISIONS A d NDsc PREPARED FOR: PREP �B.Y r ' .. �.� . .- BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. CONTRACTOR AGREES THAT IN ACCORDANCE A A EN GINEER'S S NOTE TO CONTRACTOR. CONSTRUCTION � P Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR VALL BE REQUIRED TO ASSUME SOLE AND ��e cur I 9 _. � ORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CON5IRUCTIONOF THE PROJECT, INCLUDING \y� N LOCATION: NO. 155 RC L2 5 FORE YOG Call: TOLL FREE WETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT �� s 2.5" BRONZE DISK STAMPED LS 4146 BM LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD .� DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering Land Surveying Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET _ 6 SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ,IONPNPE * DRC ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S CURLEYANDASSOCIAT E S, INC 111� "O O ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L A N D ® C P e A Fe c H i r E C T 8 B.C.R. C AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-3 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® SOUTH EAST CORNER OF TWO WORKING DAYS sr `"" �P TEL. 6 2 6.68 3.8 18 2 CHECKED BY: MONTEREY AVENUE AND DINAH SHORE DRIVE OF BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH "re o �F°�� CA 3583 AZ 30100 UT 377204 NM 31 2 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND cAL COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS 1 F Y I y u� i TREES and LANDSCAPE IRRIGATION PLAN SEE SHEET L2.2 CV '.. k IRRIGATION LEGEND r rya' ' SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. " �r ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 �I METER/POC AS SPECIFIED BY CVWD -APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY - � X TBS BACKFLOW DEVICE INSTALLED BY CVWD RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE RAIN BIRD RAIN BIRD XCZ-100-13-COM d 14A `� 'G ' OA RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC ` •vv�� v 16.9 ' , , / © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC \ D-1 ' RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE RAIN BIRD 44NP QUICK COUPLER VALVE 15A \\ \� 8.0 q r'; r - �' PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER J ------------- PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER _____________ PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER 16.0 DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL 4 ♦ \ ,rr i� _ -0' DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL 4- / j%//j DRIP ZONE - SHRUBS EMITTER SCHEDULE QTY PLANT MATRIAL EMITTER TYPE 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH CV 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH �♦v I� ,. : � i EQUIP EACH EMITTER WITH A PC-DIFFUSER DRIP IRRIGATION LATERAL PIPE SIZING CHART j t Y` \♦\ I CONTRACTOR TO VERIFY PRIOR TO INSTALLATION � \•\ 17A ri atio in 'ne \♦\ N g GPM PIPE SIZE v v v♦v ° 22.0Q 40 \ \ \ \ �♦ 1-1/4" 18AY o ' �" t0 r en C I 0 - 5 1/2" CLASS 315 PLASTIC PIPE 5 - 9 3/4" CLASS 315 PLASTIC PIPE ' 9 + LAS.. 315 PLASTIC PIPE NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS CONTROLLER PEDESTAL. - - - A6 RB4 32/LTP/FS-2- /EMP-16/RRA ' (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA y. I (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA Contact HIGH TECH IRRIGATION Inc. 760-773-9224 Uf, 28.0 W s _ a a w, ❑ ❑ \ \ Vim\ 1-1/4 n 17 STATION NUMBE 12B R W L 15 7 � .9 12 n I '� D-1 B I VALVESIZE6.,7 VALVE GPM / \ 1 'D-#X' INDICATES DRIP ZONE VALVE D ` �1 •\�` _ _ _ _ _ i _ _ _ — — — — — _ _ —W_ - D T INDICATES TREE DRIP VALVE — _ - - - ---- -- - - - - 'D-P' INDICATES PALM DRIP VALVE Nay / I / , 20A 15.0 / 14 I 1 / 4 j- Q ' I - - - - - - - - - - — - - — — — — — — — — — - - — ��`�Y,ri --------: . *� BV p / 2 ILI NorthScale: r 20 \ b \ I / \ \\ \ \ 3• , \\\ I / 0 10 20 40 FT. a / I CVWD SIGNATURE BLOCK AREA RECEIVED R RECEIVED BV / APR 1 0 2006 MAR 2 4 2006 E SH PUBLIC N CITY OFPALM SEHT rPUBLIC WORKS DEPARTMENT GIB(OF PALM P T Underground Service Alert ENGINEER'S NOTE TO CONTRACTOR: coNsrR=m coNTRACTOR AGREES THAT IN Accommm wma No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING No. GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND LAN F COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCMNOF THE PROJECT, INCLUDING �`G� r I r NCR LOCATION: NO. 155��eEFORoE rOGO SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ��5 ° '� RC Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �s �� 2.5" BRONZE DISK STAMPED LS 4146 BM L2.6 Q DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 1 —8 0 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering . Land Surveying . Land Planning ' DESERT GATEWAY ® 2 2 —2 6 0 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY ADRIC GERALD FORD DR. AT THE EAST B.C.R. SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON S. ROCHESTER AVENUE, SUITE 4C "' ' ' SHEET ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, * a * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA ,Yy sl2-31 e L A N D S C A P E A R C M I T C C T 8 B.C.R. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ` 12-a�-o7 TWO WORKING DAYS EP—TE 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 O UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITHr �a`P TEL. 626,683.8182 CHECKED BY: ® SOUTH EAST CORNER OF BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND qrF OF CAL%F� CA 3583 AZ 30100 UT377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRLICTIONOF THE PROJECT, INCLUDING RC W.O. UOI—230 FOR: XX F.B. XX SHEETS 1 a _ SEL2.3 LANDSCAPE IRRIGATION TREESand I IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. Uj ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 T METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY C/)�■■ TBS BACKFLOW DEVICE INSTALLED BY CVWD - RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE RAIN BIRD RAIN BIRD XCZ-100-B-COM Uj 0 RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC ■ Uj - © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC ©� RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC N RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE J ® RAIN BIRD 44NP QUICK COUPLER VALVE I PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER - - - - - PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER -------------- PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER �� DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL I DRIP ZONE - SHRUBS I EMITTER SCHEDULE 3 =,� � '�� ' QTY PLANT MATRIAL EMITTER TYPE '° �' �— Uj 1 Shrubs/Cactus/Ground Cover RAIN BIRD XER!-BUG EMITTER PC-05-1032 5.0 GPH y M _- _ 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH 1 EQUIP EACH EMITTER WITH A PC DIFFUSER _ I DRIP IRRIGATION LATERAL PIPE SIZING CHART ! CONTRACTOR TO VERIFY PRIOR TO INSTALLATION i GPM PIPE SIZE 0 - 5 1/2" CLASS 315 PLASTIC PIPE � w 5 - 9 3/4" CLASS 315 PLASTIC PIPE �, ,� �� ..,. '.. fir: iP y ..xl �A•.,� . . a _ �..: + PLASTIC PIPE t �; 9 1 CLASS I � ❑ ., � ,__,_ •�^� .-�- � �-� � •--• NOTE. SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS ,! Aiw ❑ ., _ RB4 32/LTP/FS / CONTROLLER PEDESTAL. 1 CA6 :: ...:, .,. 7.,. .,.. . • ... ... .... i -..+...�.. '— .:... x .., .Y.t.. B4 40/LTP/FS 2 /EMP 16/RRA �---7 1 CA6 R i 1 � 5-- _� ---- -- - �.. �� - -24/LTP/FS-2--/EMP-16/RRA . .. .. ... ; ',: .,� (2) CA6-RB4 } y '� .. __ ;.; .. --: :: I • � ,.,�: ,� � H IRRIGATION Inc. 760 773 9224 _ Contact HIGH TECH _ 6B " B _. __._-- 10B 8B 7B 23.0 15.6 21.0 23.0 12.8 1-v4° 1° /4" ill _ D-3B D-26 - � � - I - - - - - �- - - - - - - - - - - - - - - - - - - - � - - - - - ====:% STATION NUMBER =�—= - - - - - - - - ---- --=- - - - - - - - ----- — Q - - - - - _-- _ _ - - - - - - - - - - - - - - - - , - - - - ," 311 _ I C1 KV I 6.7 VALVE GPM IK KV �' _ - 18 0 VALVE SIZE KV I I 1-1/4" 'D-#X' INDICATES DRIP ZONE VALVED - 'D-T' INDICATES TREE DRIP VALVE �• I I I C 'D-P' INDICATES PALM DRIP VALVE i I I I II I 22B -- - - - - - - - - - - - _ _ _ _ _ _ J I 1-1/4° - 3" : . . , Q a I ••v � J T... ...N..� 1••1 I •0 -- 1 p]16- SL?S. i V North - Scale: 1 ■ 20 I B BF-I*v\ 0 10 20 40 FT. 1 1 - CVWD SIGNATURE BLOCK AREA 4 NTry. I „ w" I RECEIVED - REvEIVED i I APR 1 0 200E p I MAR 2 4 2006 ' 1 I I PUBLICCITY OF PALM DESERT DEPARTMENT ENT PUBLIC WORKS DEPARTMENT - I GTY OF PALM DESERT ll�ESEE T L26 - - - - A d PREPARED FOR: CITY OF PALM DESERT I No. DATE REVISIONS PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING N0. � N Underground Service Alert ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR FREES THAT IN ACCORDANCE WITH �ANos g GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND LOCATION: NO. 155 L2.7 0 q ��,o-w I COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCIIONOF THE PROJECT, INCLUDING g�� RC 8 eEFOoE r0__ SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �,�� m 2.5" BRONZE DISK STAMPED LS 4146 BM C? Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY. DESERT GATEWAY DESIGN PROFESSIONAL HARMLESS FROM MY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL9 .� 8 O O civil Engineering • Land Surveying . Land Planning •W� GERALD FORD DR. AT THE EAST B.C.R. SHEET ra THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A DRIC 800 S. ROCHESTER AVENUE, SUITE 4c EAST ON MONTEREY AVE. 2.0 E LY OF DA 2 2 7—2 6 O SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y aHo A S S O C I A T E S, INC B.C.R. llll� ON THESE PLANS. THE CONTRACTOR IS REQUIRED M TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L A A G s c E w c A R c A, I NI c r a KING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 778 EAST GREEN STREET,SMITE .68 .81 82NA,CALIFORNIAF 91 10 I ® SOUTH EAST CORNER OF OF CHECKED BY: MONTEREY AVENUE AND DINAH SHORE DRIVE j Two WORKING sr .P TEL.826.683.8182 ELEV.: 316.435 (NGVD29) BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH qr OF CAL�F�� CA 3583 AZ 30100 UT 3�7204 NM 31 2 NV D7e CLARS 31 C GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND - COMPLETE RESPONSIBILrY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONsrRUCT10NOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS �, `17 SEE SHEET L2.4 i , I o LANDSCAPE PLAN TREES I g�, _ d PALMS IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. 3" ` - 4 , I RAIN BIRD DEEP WATERING BUBBLER -RWS-BCG02-SOCK 30 0.50 1 aaa CV , \ aaaa \ I % METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY ;11 TBS BACKFLOW DEVICE INSTALLED BY CVWD GV 4 \ \ • � \ RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE 1" \ RAIN BIRD RAIN BIRD XCZ-100-B-COM . N o 2 � 1" RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC 4 ' � \ � � ©� RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC I■■� I N RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE RAIN BIRD 44NP QUICK COUPLER VALVE LU , ,* • PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER Uj _ _ 1 PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER I 4 �• — - - - — — - - - - Q '"' ______________ PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER Mr I +•� • ` ; �� .� DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL I C/) 1 I - '� DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERALUj ; 311 \ _ DRIP ZONE - SHRUBS 1" - d' ;� ,• i o°a EMITTER SCHEDULE „ ® ® ® QTY PLANT MATRIAL EMITTER TYPE 3 „ • " "'`{" I I I 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH { I I 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH EQUIP EACH EMITTER WITH A PC-DIFFUSER n 3 t P+ • �� "" • ' � DRIP IRRIGATION LATERAL PIPE SIZING CHART CONTRACTOR TO VERIFY PRIOR TO INSTALLATION its GPM PIPE SIZE - #` �• I 0 - 5 1/2" CLASS 315 PLASTIC PIPE I F t _ • 5 - 9 3/4" CLASS 315 PLASTIC PIPE -� Q I — — — I — — — — � 9 + 1" CLASS 315 PLASTIC PIPE " � -Station Controller - - - - - - - - - - - _ I 15B NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS Pedestal Mount Controller 12 8 I I I, I I CONTROLLER PEDESTAL. (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA Provide OV Power I (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA j _ II it I (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA 311 — Contact HIGH TECH IRRIGATION Inc. 760-773-9224 .k I 1 B + K I 25.0 1 1 — - � ' ' 3 I I 11 4" I I I I II II I I t 18B — 00 — �� 15.0 I I STATION NUMBER I xa 1 000 -413 I I I 4 t I 2 6.7 VALVE GPM j t „ VALVE SIZ 1 19B 20 27.0 16.8 I — 'D-#X' INDICATES DRIP ZONE VALV D 1" 1" I 'D-T' INDICATES TREE DRIP VALVE - D-T � � — 'D-P' INDICATES PALM DRIP VALVE A=° Q C '7'-'&V I I I i + I 1 I I - - - - - - -77 — — — — — I , I i I I — J ♦\ 1F• 1 ` I I I - I� — Scale: T ■ 20' North _ I 0 10 20 40 FT. I Cv I — CVWD SIGNATURE BLOCK AREA 4 Q I 1,. 4 �„ I I 4 RECEIVED e _N RECEIVED APR 1 0 2006 MAR 2 4 2006 SEE SHEET" L2.12 I PUBLIC WORKS DEPARTMENT o I - - - - - - - - CTY OF PALM DESERT PUBLIC WO.KS DEPARTMENT - - - - - - - - - - - - - - C�IT`P Chi- AL-iv1'DESERT -1- I ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. I� - Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND �o LpNo qpF c COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTKINOF THE PROJECT, INCLUDING �`�� ey ti °ti ` - LOCATION: NO. 155 m FORE 0 SAFETY OF OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �a' �� '� � � � RC PTV o Y Gp� Ball: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD ��' m �� % 2.5" BRONZE DISK STAMPED LS 4146 BM L2.8 c, DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w Development Resource Consultants, Inc. ,., 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFT'SSIONAL ,a -- DESERT GATEWAY ® THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A D-RC 800 Engineering • Land Surveying . Lane PI°nntng GERALD FORD DR. AT THE EAST B.C.R.�i SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTINGUTILITIES EXCEPT THOSE SHOWN ON S. ROCHESTER AVENUE, SUITE 4C '— vOOON THESE PLANS. THE CONTRACTOR IS REQUIRED M TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, ,I,„ oNrARlo, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M N G S C U R l E Y AHo A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET L A N O 9 C A P C A R C H I T E C T $ B.C.R. TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. i 07 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® SOUTH EAST CORNER OF OF sDANCE WITHr ^" �P T,L.SUITE 40, PA ADE CHECKED BY: �14, BEFORE YOU DIG UNAUTHORIZEDTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOION R LLRBE�REQUIREDREES TTO AS IN S NE SOLE AND "TE F CAL�F°``� CA 3583 AZ 30100 UT 377204 NM 31 2 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS �,Ya .�'/,,�,f.�-,•.•^-----�+ 1t a c} ! � � 1 , r r+1 tom.... LANDSCAPE i .� � �,� If T3 ,pt P 9; I, daJ 1 d,I '' 3 ' If d d C S' I y ' yti IS t, O \ \ '• ati; a e 41 i,1 ;i r. �.1�� d� �`� d t: rN p s ;, r Ta ll " fir 7 '1 1ri r a + i . .i i {iJ� „,7 s• d L V D TREES and Locate R E �1 v , R s�y.A5.4 j, VaC�f IOw - , � ,� }�.�� 1 � M P - L � t z i .� i , Ix� Y-e_y, w- jl q•9'6kb i �8 i { :..-....-,eL...,-.,/°'-.,,,,_„/'.,,_ y...._. — L i wry r } r .� �•,m �. .i 6.. 4 •, ✓' �OC C By CVWD � I �� i i � �p i flo r-'a "'.` F '4 4 b 3 r ." x 1R ' ^ t p T x? * `a .t, / •.,.'J v r n f � rF �� -� � �� r, ��_� � i,i i ,. 1 1 / eter, RP Back flow v GV IRRIGATION LEGEND / IJA + �, SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. @ RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 % METER/POC AS SPECIFIED BY CVWD -APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY X TBS BACKFLOW DEVICE INSTALLED BY CVWD RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE I �I Q ` v /// \ \ RAIN BIRD RAIN BIRD XCZ-100-B-COM 2n Y \ 0 RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC \� V © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC I I d H RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE 0 RAIN BIRD 44NP QUICK COUPLER VALVE PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1_1/2" AND SMALLER, CLASS 315 2" AND LARGER - — — — MEN ONE - PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER 4 ------------- PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL ` DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL DRIP ZONE - SHRUBS /. a � / a a V CM T I I EMITTER SCHEDULE QTY PLANT MATRIAL EMITTER TYPE I dl I I 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH 1 I I 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH , EQUIP EACH EMITTER WITH A PC-DIFFUSER 1 \ \ \ W DRIP IRRIGATION LATERAL PIPE SIZING CHART cv i or GPM TRACTOPI EOSIZE VERIFY PRIOR TO INSTALLATION 2 0 - 5 1/2" CLASS 315 PLASTIC PIPE + 2 . 5 - 9 3/4" CLASS 315 PLASTIC PIPE " - - - - � - - - - - - - - - - - - � \\ / / 1-1/4" Q 9 + 1" CLASS 315 PLASTIC PIPE Uj 2" NOTE. SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS CONTROLLER PEDESTAL: (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA Contact HIGH TECH IRRIGATION Inc. 760-773-9224 I p I + , a I j STATION NUMBER d I 1 CV vl I I 2 / 6.7 VALVE GPM � I � � VALVE SIZED " ' ss I D-#X INDICATES DRIP ZONE VALVE 'D-T' INDICATES TREE DRIP VALVE 'D-P' INDICATES PALM DRIP VALVE Cj a I , wl 4 / S _ 1 I r F + I + A 1 , E B 4 P � . SO 7r Provide 6 Station Wires f I w/ 2 Additional Spares - s 14 Icalle: 1" 20 - - - -- - — �ju 2" c 2n 0 10 20 40 FT. CVWD SIGNATURE BLOCK AREA - - - - — — - - - - MAR 2 4 2006 PUBLIC WORKS DEPARTMENT PUBLIC WORKS DEPARTMENT Cr iY OF pAL[,A DESE-67 FY OF f'ALM DESERT I ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY- APPROVED BY: CITY OF PALM DESERT DRAWING NO. Underground Service Alert COMPLETE RESPONSIBILITY TM J�oBP �SITE Dm „o ONS DURING TM CONTRACTOR E �,LL COURSE OF 06MMOOF TME PROJECT, INCLUDING �� A�NDS B�p� y/ LOCATION: N0. 155 RC Q FORE YpG Call:I; TOLL L L FREE SAFELY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE c�� vJ L2.9 LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTiON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD CIA 2.5`� w BRONZE DISK STAMPED LS 4146 BM vP 0 DESIGN PROFESSIONAL HARMLESS FROM MY AND AL UABUTY, REAL OF ALLEGED. IN CONNECTION WiTH THE PERFORMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY 1 —g 0 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. DRIC Civil Engineering • Land Surveying • Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND LOCATION OF ANY UNDER(;ROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4C 2 2 7—2 6 0 0 SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN u.E * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS CURLEYANDASSOCIAT ES, INC EAST ON MON TEREY AVE. 2.0 E LY OF DA SHEET �1 ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PREC&MONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN 0 S C A R E A Fe C H I T E C T S B.C.R. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 778 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® SOUTH EAST CORNER OF011 TWO WORKING DAYS E%V.—E `Q TEL. 626.683.8 182 CHECKED BY- MONTEREY AVENUE AND DINAH SHORE DRIVE OF BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 9T� OF AFO�� CA 3583 AZ 30100 UT 377204 NM 31 2 NV 578 CLARB 310 ELEV.: 316.435 (NGVD29) + GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND cAA COMPLETE RESPONSIBILITY FOR THE JOB SiTE CONDITIONS DURING THE COURSE OF CONSTRUCTiONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS I i t i ti I • • 23B ET 22.0L / 1-1/4" / LANDSCAPE IRRIGATION E I � and evAM IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. S RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 METER/POC AS SPECIFIED BY CVWD -APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY \, BV / / ,' _ _ O TBS BACKFLOW DEVICE INSTALLED BY CVWD RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE � RAIN BIRD RAIN BIRD XCZ-100-B-COM RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE RAIN BIRD 44NP QUICK COUPLER VALVE PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER 4C\1 ------------- 4 , S� j ------------- PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2 AND LARGER Q \ / . I le-_"- r. DRIP CIRCUIT- TREES - SCHEDULE 40 PVC BACKBONE LATERAL Stations o e erate Plan ♦` ♦, ..� -..,` DRIP CIRCUIT- PALMS - SCHEDULE 40 PVC BACKBONE LATERAL w fation Wires 21 8.0 ♦� �` �� / 1s �,,� �.� �`�x ��' 2 I DRIP ZONE - SHRUBS ec Z - 2 ; ' `� Stations on Seperate Plan s�•�,��; 1. , rr � / / � w/ 2 Station Wires J. O EMITTER SCHEDULE ao- ♦ / �� ` `\ , QTY PLANT MATRIAL EMITTER TYPE SUITE A SUITE B SUITE C 5.0 / `♦ / 9 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH ♦ r �� ,, / ; Cl) 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 ` 4.0 GPH � 16.8 EQUIP EACH EMITTER WITH A PC-DIFFUSER ,E S ✓� - — D-T ,♦♦ v ,,� 11-10 �'v,L DRIP IRRIGATION LATERAL PIPE SIZING CHART I Q ' 2 On ' 4 w CONTRACTOR TO VERIFY PRIOR TO INSTALLATION GPM PIPE SIZE // C wµ w FT 1- d I 0 - 5 1/2" CLASS 315 PLASTIC PIPE D �i ! ! I c 5 - 9 3/4" CLASS 315 PLASTIC PIPE ♦ I I 11 „ — - - - - — _ ___ - - - -__ _ _ _ — _ — _ - - - 3 F 9 1 CLASS 315 PLASTIC PIPE / ♦ — — --------- — — — --- - - - - - - - - - - - - Q - - - - - - - - - - - - - - - - - - - - - - - - - 211 NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS ♦ p � �_ _ _ �- _ - �� Tyr �io.,c, _ c��_s-.--' CONTROLLER PEDESTAL: (1) OA6-RB4-32/LTP/FS 2 /EMP 16/RRA (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA ♦♦ a Y a �� 'v s"� Mainline to Future Pad C.r� (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA w/ 4 Station Wires + 2 Spare G ✓ Contact HIGH TECH IRRIGATION Inc. 760-773-9224 s � I III s _ CVV CV —� ♦ ` ♦♦ / I Gcrj fig-.�� ^ v ♦`♦ n n �� vc f' �sF G�' � G,,�F n Yf' `` — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ===----- - - -2 2 - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - — — — STATION NUMBER 2 Station Control, er edestal Mount C ntroller CV i 2 SUITE A SUITE B SUITE C SUITE D SUITE E I 1:str1 . 3 i � �x �iq �AFF� 6.7 VALVE GPM Provide 110v Po er I I I £ SUITE A SUITE B I I-Ile I I I rI a1 ° �� '° `r,k�� a,i � I ��1 `,� °� d� VALVE SIZE 1" �° � ' ip �'�# �� '� w �`��: 'D-#X' INDICATES DRIP ZONE VALV /��(J�� w,- Provide 6 Station Wires I x.�..,,��t r 1,,t.,:: u ,, �,�� J �r� { �... 1, D „6, "e ■ . u'J.S.��. �t a y ;{. s w/ 2 Additional Spares 41� r kJ ;fI n r x ' t 'D-r INDICATES TREE DRIP VALVE }�{ I 9" 1�11'>�t+a's i�- kl�r _ G I t.. fup }iri t ygi Fl.F's . S t It p� D-P INDICATES PALM DRIP VALVE �5�yi+�,1,4 I ' i I� fAa-ti14t 41 J; "� 1. .. k t c x �sil hr r + I 1 is.- I 7111 t t }1 i, a)1 J e i t r1 , dtl�.l t111 Stations on Se erate Plan I ' `�' } (,;}Y k d IJiJ t L S R i w/ 3 S anon Wires �1' i� >1 )A 1" P� .Il)xa 1 t31 f tit I I Q ' rl ' „4 I F€ t rkq ,fi k�fe �a o }$IJ u -s.4 t .r• I$y ,��'{"1 f '. �', �$ iF ry"1X?" is 19 1'�{ 1-1/4" (] I 1 4 hS �.�p �` r�t 7�`�x I P?➢;..rr 7a��3r xS.,1 s 1 i,� r I W I .0 i 1 pp 7� �'�-� II III C I s l Iv ix t yi _. �'�►�� i s r q- ULIIn i t 3 � tI , rAt s ji rt ,.� a.x x` s �l ,t7s k I ; CV I � rl L\ • q s� ,S' S --•� • V . �t �"`'`"I '4�1s.�! Ikl e a '��,i": ;�t��9�s '& 4� �pl fl �C t e 1 30A ,� V"' I . i� �� AM 2.4 i1 '_ a 12�� '�F {d r1�F ID.J 1,E 1 i a i — — — — •tl I D-P �k> C t tt t dss 4 a y tl }Y w iC t ^I � J Y � rita 6 P e 1r t ? 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Ix ;J,t , 711,1171 / Tel I ' 1 �''! � _ r ' D-7 D-T �� / + /, q J �� tt , �' �� ' a Scale. Y 20' _ 2 2 I 2 / / �f1 Is s 111 ti 1 i I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ E ° q r W ie V 0 10 20 40 FT. CVWD SIGNATURE BLOCK AREA tF .k iL.i c c—,—J MAR 2 4 2006 PUBLIC WORKS DCPARTi%4014f CITY OF PALN1 CiCJ=i=iT F'UB1_1^.VVi)RKP—, DFPAR7\1'F14T (.GAY Ua 1='Al_-^4 UnderWound Service Alert ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH N0' DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PA ,M DESERT i' GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND �� LANDSCgpF DRAWING N0. Ito COMPLETE RESPOIN5IBIUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCITONOF THE PROJECT INCLUDING �`�� o y �Ro . ..,.. LOCATION: NO. 155 e�FORE y�G SA M OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �y "O' a RC L2.10 CaII: T0LL FREE UNITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD � � �•DESIGN PROFESSIONAL HARMLESS FROM MNY AND ALL LIABII Y, REAL OF A LEGED. IN CONNECTION WITH THE PERFORMANCE OF w Develonnmeet Resource Consultants Inc. 2.5 BRONZE DISK STAMPED LS 4146 BM 1 —800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL M + 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY THE EXISTENCE AND LOCATION OF MY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY ADRIC Civil Engineering . Land Surveying . Land Planning 2 2 —2 6 O O SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLmG'E,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN GERALD FORD DR. AT THE EAST B.C.R. 800 S. ROCHESTER AVENUE, SUITE 4C , , fz llll ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUITONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, IDgE A ONTARIC, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y AND A S S 0 C I A T E S, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 LAN D S c A P e A 14 c H I T F— c T S B.C.R. E><v.wre 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 9 1 101 UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH sr TEL. 626,683.8182 CHECKED BY: ® SOUTH EAST CORNER OF OF BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND qTF of CALF�� CA 3583 Az 30100 UT 377204 NM 31 2 NV 578 CLAR5 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS I a --- I0 E E T L d■ 1 n 1 -. IRRIGATION I LANDSCAPE Ran PALMS B AIJ I I 3" (� B 4 4 i p I IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. I „ — � I �� ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 v 1 % METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY -- - - --- - - --- - -- - --- --- - TBS BACKFLOW DEVICE INSTALLED BY CVWD - I N RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE - — -- --- -� - - RAIN BIRD RAIN BIRD XCZ-100-B-COM ■ 0 RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC R PEDESTAL M NT W RAIN BIRD WRFC RAIN BIRD IM-40 SERIES 40 STATION CONTROLLER, MOUNT / B , J ° ©OD RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC H RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE a ® RAIN BIRD 44NP QUICK COUPLER VALVE PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER w . - - - - - . PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL - - - - - - - - - - - - - - 4 - - - _Q �� _�'' DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL t CO 1" 2 _ - - - _ E F77 DRIPZONE - SHRUBS BV 2 - - - - --2 - - — Uj Locate POC - B CVWD I r -1/2" Met 2" RP Backflow ; i; Locate POC — By CV D w EMITTER SCHEDULE 1 -1 /2" Meter, 2" BaCI� �W0) QTY PLANT MATRIAL EMITTER TYPE 1 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH J 11 I ^ 1 18.0 2 Trees/Palms RAID, BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH _ 1-1/4' EQUIP EACH EMITTER WITH A PC-DIFFUSER n 11 4 _ _ _ _ DRIP IRRIGATION LATERAL PIPE SIZING CHART ' " A 1 ! ; - - _ - = CONTRACTOR TO VERIFY PRIOR TO INSTALLATION •� GPM PIPE SIZE 4 1 0 - 5 1/2" CLASS 315 PLASTIC PIPE - dO 1" 1' 4n olS 3�� 4" 5 - 9 3/4" CLASS 315 PLASTIC PIPE 4 9 + 1 CLASS 315 PLASTIC PIPE 4 Q -------" -" " ` - - - ` - --- `�` - ` - " - ` - - -----T - " ` ` - ` - - " " -- - ` - - T ` " `- ------- - - ` - - - - - - - - - ' NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS III 1 2n III _ 11 L 28B 29B CONTROLLER PEDESTAL: (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA - - - - - - - - - - - - - - - �11- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10.8 - - - - - - 1.6 _ - - - - 30- - - - - - - - - - - - (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA i — — — — 25 -- -- III 26B 7 B (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA 16.6 17.6 29•0 D-8B 1 D-P 17.6 Contact HIGH TECH IRRIGATION Inc. 760-773-9224 111 111 1-1/4" I 111 _ D-7B - - - p-T � _ T - - - r - - - - - - - - - - — - - p-T 14 CK7V N, Vp P Y V STOP � � SToP V\j I ......... STATION NUMBER 2" � R - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - ------ v III SUITE A 2 + 6.7 VALVE GPM III I VALVE SIZE1" CV III � •' ' III 'D-#X' INDICATES DRIP ZONE VALV D 'D-T' INDICATES TREE DRIP VALVE 'D-P' INDICATES PALM DRIP VALVE III ct SUITE B I _ s III C V a III , ON 2 2 . Ij - - - - - - - - - - - - - - - i - Q4 q q 4 _ III ' ., •. '• I III 4 4 4 4 3D SUITE C -� 4 4 4 4 4 4 8.0 n + v I + • s I 111 III 1 . ,'', •, , I I II I I I q D-1 III 1 9 4 4 Stub for Futur 4 �1II SUITE D 34B III 1 2.4 111 4 3" D-P 4 4 1 D — - - - — V C 11121, 8.0 III S U I TE E .t:.. . — — — — I I I is 4 FF • - — ———————— 9 III '�•�• •' ••' '�:1:' E y� S ati nqont oil r I11 ® • ' • D D 0 �••;•..y s a d . . edestal Mount Control r 1 qty 0 .3 4.0 SUITE F -�- ' '"' 4 4 _ Provide 110v Power " C i a • 4 q 4 � • J + .�� 4 Stations on Sepperate Plan w/ 3 Sfation Wires Stub for Futur I'I III - scale: T - 20' I - - - - - - - - - - - - - - - - - - - - - - - — - - - - — — — - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — 3gB North z 1 �' r — — — — — 0 10 20 40 FT. gqqq gqqq gqqq gqqq \/1 '\ / gqqq gqqq + + , �` CVWD SIGNATURE BLOCK AREA + -�}-- + �— 3 3n — n I ATA 3�� D Q — — — — — — — — — — — — — — — — — ' 3" RECEDE RECEIVED - - - - - - - - - - - - Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ^ MAR 2 4 M PUBLIC WnRK�prnn,RT^,^Er�1 Ci i i'Gr rr�.r�J! $F R7 PUBLIC WORKS DEPARTMENT CITY OF PALM DESERT Underground Service Alert ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY' APPROVED BY' CITY OF PALM DESERT DRAWING NO. cgy 9 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND �rGo BAN I®PF qp COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, NCUJDING y�`` y No �y, LOCATION: NO. 155 RC ,L-FORE ORE y0 SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ` � L 2�11 y o Gp Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 'sF 2.5" BRONZE DISK STAMPED LS 4146 BM c,P c DESIGN PROFESSIONAL HARMLESS FROM MY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF Develo ment Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY' 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL w Civil Engineering Land Surveying Lcnd Flcnning DESERT GATEWAY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY ADRC GERALD FORD DR. AT THE EAST B.C.R. Z Z —Z 6 O SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C - SHEET llll ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UITLIITES SHOWN, EpN—E * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S 0 C I A T E S, 1 N C EAST ON MONTEREY AVE. 2.0 E LY OF DA L A N D S G A P E A R C H 1 T E C T 6 B.C.R. �^ AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �s-31-07 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 9 1101 ` TWO WORKING DAYS E>w E P CHECKED BY: ® SOUTH EAST CORNER OF QF UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH Tq �. TEL. 626.683.8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE 7" T BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND TF 0 CAL�FO� CA 3583 AZ 30100 VT 377204 NM 31 2 NV 578 CLARB 319 COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF(ONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX T—FBxx SHEETS 77" � i I I I I I TILANDSCAPE I 1" SEEHI V& I E n rd P R a I I I i IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. _ ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 I � 1 % METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY TBS BACKFLOW DEVICE INSTALLED BY CVWD RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE � -�- RAIN BIRD RAIN BIRD XCZ-100-B-COM CV I OA RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC -- © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC - - - - - - N RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE RAIN BIRD 44NP QUICK COUPLER VALVE B I PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER ---- I -- -- --- I I - - - - - - - PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER ------------- „ PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL I I I t -- -- 1ZI9 + t t - t I - �� _ DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL DRIPZONE - SHRUBS - -4- - - III EMITTER SCHEDULE III QTY PLANT MATRIAL EMITTER TYPE 17B III I 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH 2 .0 2 I l Tr s/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH � I I Trees/Palms n 1-1 4 -4'- _ I I EQUIP EACH EMITTER WITH A PC-DIFFUSER DRIP IRRIGATION LATERAL PIPE SIZING CHART 1 j I I ! CONTRACTOR TO VERIFY PRIOR TO INSTALLATION I dOie GPM PIPE SIZE CV --"—I 0 - 5 1/2" CLASS 315 PLASTIC PIPE BV I 1„ d01S B 5 - 9 3/4" CLASS 315 PLASTIC PIPE 1 4 1 —'- - - - — - _ - - 1 9 1" CLASS 315 PLASTIC PIPE - - - - - - - - - - - - - - - --------- - - - - - r NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS 32B I I CONTROLLER PEDESTAL: (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA �— - - - - - - - - - - - - - - _ _ _ 10.4 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - (1) CA6 RB4 40/LTP/FS 2 /EMP 16/RRA � 31B - - - - - - - 111 1 U� 31 B D-T wF (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA CV z _ _ _ _ _ _ _ - Q z_ Contact HIGH TECH IRRIGATION Inc. 760-773-9224 D 9B I LU p P V1 d I I IMr Uj STOP I STATION NUMBER V2' Ll� I I 2 , �: r „ > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — - - - - — M Uj 2 �/ I I I `zdr�'� 6.7 VALVE GPM 1 it t dj r rP-I; t $9, r VALVE SIZE111 ' ° xl �� 'D-#X' INDICATES DRIP ZONE VALV �S E SUI E F - � - - 1 ° � . { ` � ' '' 1 1 D-T INDICATES TREE DRIP VALVE SUITE A SUITE B SUITE C SUITE I 1 >; .} ' 1 0 �r" .. hsl W 9 9��L 3 E f 1 ' � ,T f��k�� I 'D-P' INDICATES PALM DRIP VALVE 2.5 111UU �I,_ E �� a.o. f� tttt .j' AID I T 4.0 lei _ III I 1 Stations on Se erate Plan I II �� ,, �''� - - - - w/ 3 Station Wires I I � _ III I 11 I III � , z 1 l „ „ 7 Q 1 s 4 I I �a�, k i •• `. 1„ 1 „1p2 YiYEi € a kltti VV I I i i i • i i „ �Ijj , 1 Y i I �,Iw �.• i, �� 1�r1 1 1y, YP P7. 1 I iS YFF K¢kS L ` yx / /�/ff /y/✓ woo ` Scale: 'r ■ 20' NOrth woo .00 .00 - - - - — - - — - - - - — - - — - - — — — I --- — — — — — — — — — - - - - — 0 10 20 40 FT. 7 7 F -7. 7 I ' + + I CVWD SIGNATURE BLOCK AREA I �' � 3B I �'� 8.0 - - — �„ — I - - - - - - - - - - - - - - — — — — — 4 ' 3" 31111 — — — — — — — — — — — —Q - - - - - - - - - - - - - - - - — — — - - — — — - - - - - - �- - - - - - - - - - - - - -� MAR 2 4 2006 - �1r PUBLIC WORKS DF ?Rn TMLNT CITY OF NALtVi ULSLHT I No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. Underground Service Alert ENGINEER'S,ERAL ACCEPTED OCEISTO�CGN CONTRACTOR: COCONTRACTORBE REQUI IN ACCORDANCE WITHRED ASSUME SOLE AND ,cUDSCgpE q� .w, .. v y LOCATION: N0. 155 RC L212 COMPLEM RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCIIONOF THE PROJECT, INCLUDING 5� T'o yi eEFORe y0G O FREE sAFM OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE 0� .` '�� 2.5" BRONZE DISK STAMPED LS 4146 BM � 18 o Q Call• TOLL LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD o I, DRAWN BY: c,P i7 DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DESERT GATEWAY ' 1 —g C C WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering • Land Surveying . Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4C SHEET NT R Y AVE. 2.0 E LY OF DA — SEARCH OF AVALABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN E * DRC ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS CURLEYANDASSOCIAT ES, INC EAST ON MO E E , 2 2 2 6 O O ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN C S C A P E A PE C M ITFECTS B.C.R. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURE'S. 31 07 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 CHECKED BY: ® SOUTH EAST CORNER OF OF TWO WORKING DAYS EM„.WTE s �s TEL.626.683.8182 MONTEREY AVENUE AND DINAH SHORE DRIVE UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH F ova CA 3583 AZ 30100 UT 377204 NM 31 2 NV 578 CLAR5 319 ELEV.: 316.435 (NGVD29) 4gV BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WALL BE REQUIRED TO ASSUME SOLE ANO OF cnL�F COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS WRING THE COURSE OF CONSTRICTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS ta�„s i ' 1 I A , t II d � E�: I LANDSCAPE IRRIGATION al irta SE II d p I PALMS I and - I I II v II II IRRIGATION LEGEND I � I II SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. �d I� ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 it I � a II % METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY I) I d p TBS BACKFLOW DEVICE INSTALLED BY CVWD li p RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE �I RAIN BIRD RAIN BIRD XCZ-100-13-COM II d RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC II O0 RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE II RAIN BIRD 44NP QUICK COUPLER VALVE it PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER b DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL I DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL I F/77- DRIP ZONE - SHRUBS II dp jl EMITTER SCHEDULE I d II I QTY PLANT MATRIAL EMITTER TYPE d w - P -05-1032 5.0 GPH 1 S hrubs/Cactus/Ground Cov er RAIN BIRD XERI BUG EMITTER C II d 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH EQUIP EACH EMITTER WITH A PC DIFFUSER I I DRIP IRRIGATION LATERAL PIPE SIZING CHART I CONTRACTOR TO VERIFY PRIOR TO INSTALLATION eeee II GPM PIPE SIZE coca -� ranee =______________—___________—___ J 0 - 5 1/2" CLASS 315 PLASTIC 5 - 9 3/4" CLASS 315 PLASTIC PIPE ❑ 9 + 1" CLASS 315 PLASTIC PIPE FMi NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS Uj CONTROLLER PEDESTAL: (1) OA6-RB4-32/LTP/FS-2--/EMP-16/RRA Uj I (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA (2) CA6 RB4 24/LTP/FS --- - - - - - - - - - - - -2 /EMP-16/RRA - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - I Contact HIGH TECH IRRIGATION Inc. 760-773-9224 I U1 LA I none --------------------� nne0 epee \ \ \\ STATION NUMBER \ 2 p 6.7 VALVE GPM ' VALVE SIZE1" I 'D-#X' INDICATES DRIP ZONE VALVE— � I b d I 'D-T' INDICATES TREE DRIP VALVE ' I v 'D-P' INDICATES PALM DRIP VALVE pd I I I I I ad I v I I _ I I i I I V I Q I I I II ' ---_---- 1,10 Scale: T 20' I 3ii + ° North - - — — 3ii o000 — - - - -- --- - - - - - — — - - - - - - — 0 10 20 40 FT. + - - -- -- - - - - - -I- + CVWD SIGNATURE BLOCK AREA — I RECEIVED ~- D )("jlo- 38B 39B j 14.8 16.8 MAR 2 4 2006 1" 1" I PUBLIC CITY OF PALM DESERT PUBLIC VORKs DEPARTMENT -10 D-T IF, CITY OF PAL_N (DESERT I EM EN ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING N0. Underground Service Alert �o "DSCAp 9 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND Cur L213 LOCATION: N0. 155 RC ORE COMPLETE TtESPON981LTTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING .5 � °• 'y,� 9EF ►'oo SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �� 1s �� " 2.5" BRONZE DISK STAMPED LS 4146 BM Call: TOLL FREE uMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD .� vP c DESIGN PRQFESSIQNAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY 1 —g O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL DRC Civil Engineering ♦ Land Surveying • Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILMES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4c "' "" EAST ON MONTEREY AVE. 2.0' E'LY OF DA SHEET 2 Z 7—Z 6 O O SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UnLmES EXCEPT THOSE SHOWN ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y AND A S S 0 C I A T ES, INC B.C.R. C. ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE Ali PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN G 9 C A P E A Fe C H , T E C T s AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 31-07 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 CHECKED BY: ® SOUTH EAST CORNER OF OF TEL. 62 . TWO WORKING DAYS UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH s °"` ��P Ln- 7204 3. 182 312 BEFORE YOU DIG F o� CA 3583 Az 3oioo NM NV see CLARB 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED M ASSUME SOLE AND OF CALF ITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FFO : XX F.B. XX SHEETS COMPLETE RESPONSIBILITY FOR THE JOB SITE COND Y LANDSCAPE , IRRIGATION . SHRUBS and r� / \ IRRIGATION LEGEND I ~ \ SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. I /> ® RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 ' / S METER/POC AS SPECIFIED BY CVWD-APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY , DQ TBS BACKFLOW DEVICE INSTALLED BY CVWD ` / •2 _ �• RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE RAIN BIRD RAIN BIRD XCZ-100-B-COM .I x • \ 0 RAIN BIRD fM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/RAIN BIRD WRFC RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/RAIN BIRD WRFC a n d sca pe D ri Zone RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/RAIN BIRD WRFC RED&WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE 16.66PM ® RAIN BIRD 44NP QUICK COUPLER VALVE / PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER ----------- ----------- PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER +`` DRIP CIRCUIT-TREES -SCHEDULE 40 PVC BACKBONE LATERAL V DRIP CIRCUIT-PALMS -SCHEDULE 40 PVC BACKBONE LATERAL DRIP ZONE-SHRUBS 1' EMITTER SCHEDULE / O JV \ QTY PLANT MATRIAL EMITTER TYPE 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH \ EQUIP EACH EMITTER WITH A PC-DIFFUSER / DRIP IRRIGATION LATERAL PIPE SIZING CHART 32 Station C Iler / JV �'�� ,� CONTRACTOR TO VERIFY PRIOR TO INSTALLATION Pedestal M u GPM PIPE SIZE Provide 11 weir `� '� ` \\ 0-5 1/2"CLASS 315 PLASTIC PIPE / 5-9 3/4"CLASS 315 PLASTIC PIPE / *; 9+ 1"CLASS 315 PLASTIC PIPE NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS • , CONTROLLER PEDESTAL: (1)CAI6-RB4-32/LTP/FS-2--/EMP-16/RRA 1 (1)CA6-RB4-40/LTP/FS-2--/EMP-16/RRA (2)CA6-RB4-24/LTP/FS-2--/EMP-16/RRA -4 JV Y` Contact HIGH TECH IRRIGATION Inc. 760-773-9224 STATION NUMBER 2 6.7 VALVE GPM VALVE SIZE1" ' 'D-#X' INDICATES DRIP ZONE VALVED 'D-T' INDICATES TREE DRIP VALVE / 'D-P' INDICATES PALM DRIP VALVE ri Zone - 4A BV r Landscape D / 16.76PM C\1 W CV / Uj / CV .•• ear � kr k s North : K V 1 4,. G / r ------ 4. � � � � .y- 6••• `s •t.i e.dL14• • • �' �'- Scale: T / / ' ' ••�... % J i K V ' 0 16 30 60 FT. • ev ® Cv / CVWD SIGNATURE BLOCK AREA / J rigatio in ne / '• n u / en C • RECEIVED _ RECEIVED 1 0 200E • MAR 4 2006 / K PUB!_IC WORKS DEPARTMENT CITY OF PALtJ�DESERT PUBLIC WORKS DEPARTMENT ♦ ' ' r. 4 CITY OF PALM DESERT .! ,1 ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING "°' o Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND y��o `CuD IuypNq y, ' . LOCATION: NO. 155 RC L2.14 COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING 1�pp BEFORE yo SAFETY OF ALL.PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �'� m� �� 2.5 BRONZE DISK STAMPED LS 4146 BM O PTV o G�i Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCT1oN CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD Development Resource Consultants Inc, ^ 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY �. c, c DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF 57 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering . Land Surveying . Land Planning {, GERALD FORD DR. AT THE EAST B.C.R. 6 l: _ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4C 2 2 —2 6 SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN aEDRC EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET '` * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y ANo A S S O C I A T E S, I N C B.C.R. c ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE AIl PRECAIITIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN o a c ► P e sa to c .+ i T e c r s AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 CHECKED BY' ® SOUTH EAST CORNER OF OF f TWO WORKING DAYS sr —1. �P T1EL.626.683.8182 MONTEREY AVENUE AND DINAH SHORE DRIVE BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH qrF �� CA 3583 AZ 30100 UT 377204 NM 31 2 Nv 578 CLARB 31 O ELEV.: 316.435 (NGVD29) GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND OF CALFSHEETS COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX - sir - LANDSCAPE IRRIGATION SHRUBSand G COVERS j IRRIGATION LEGEND =X y SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. r RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 ' f: } METER/POC AS SPECIFIED BY CVWD-APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY DQ TBS BACKFLOW DEVICE INSTALLED BY CVWD u,y RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE — RAIN BIRD RAIN BIRD XCZ-100-B-COM A RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/RAIN BIRD WRFC a © RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/RAIN BIRD WRFC ©O RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/RAIN BIRD WRFC *;x N RED&WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE _ ® RAIN BIRD 44NP QUICK COUPLER VALVE ; PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER, CLASS 315 2"AND LARGER PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER,CLASS 315 2"AND LARGER k DRIP CIRCUIT-TREES -SCHEDULE 40 PVC BACKBONE LATERAL `- DRIP CIRCUIT-PALMS -SCHEDULE 40 PVC BACKBONE LATERAL DRIP ZONE-SHRUBS EMITTER SCHEDULE TY PLANT MATRIAL EMITTER TYPE 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH -41 " 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH -- EQUIP EACH EMITTER WITH A PC-DIFFUSER DRIP IRRIGATION LATERAL PIPE SIZING CHART CONTRACTOR TO VERIFY PRIOR TO INSTALLATION GPM PIPE SIZE 0-5 1/2"CLASS 315 PLASTIC PIPE 5-9 3/4"CLASS 315 PLASTIC PIPE 9+ 1"CLASS 315 PLASTIC PIPE NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS CONTROLLER PEDESTAL: (1)CA6-RB4-32/LTP/FS-2--/EMP-16/RRA 1CA6-RB4-40/LTP/FS-2--/EMP-16/RRA T E W A Y D R I V E (2)CA6-RB4-24/LTP/FS-2--/EMP-16/RRA _ Contact HIGH TECH IRRIGATION Inc. 760-773-9224 rM 4 \ �• STATION NUMBER 7\ -ink 04 v v a' a 'a w .\ /4` 6.7 VALVE GPM - -' — — — — — — — — — — - VALVE SIZE1„ ° O ° v RIP ZONE VALVE JV JV ' 'D T,'IIND CATES NDICATES DTREE DRIP VALVE D 'D-P' INDICATES PALM DRIP VALVE I • . o 1 ' 1-1/4" 3". \ �, N - tJ -CV Wev � w 017 Cv �T GV ' \ 1.......�..1 �� 9••1 0••1 17-4171. 11 " I North Scale: T ■ 30' 0 15 30 60 FT. AMA _ ' '•� CVWD SIGNATURE BLOCK AREA 7 Z ds ape Dn one 5 ' T77 RECEIVE© r 1 VED APR 1 0 2CG� 3 i to n ontr�pHerN.-- is v` MAR 2 ' 5 PUB! CORKS DFPAf'TMENT 4 2006 a to COn I GIT'�'OF PAI_n� UESERT a - P des I Mount tro ler .. �� ,� .,�,. �:�� r e Pow. \� 1 PUBLIC T ❑ ❑ ❑ � Q ❑ ' ❑ � - � •, . '.,��,u — �, � `- r. � � ] I WORKS DEPARTMENT-1 r CITY OF PALM DESERT ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d LANDSCAp PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING "°' 0 Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 0� F COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING �" N ti EFORE y �g`` �' �, � LOCATION: N0. 155 RC �G TOLL L L FREE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE m �� 2 15 a Call: LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES M DEFEND, INDEMNIFY AND HOLD �� o 2.5 BRONZE DISK STAMPED LS 4146 BM o� c+ DESIGN PROFESSIONAL HARMLESS FROM ANT'AND ALL LIABILITY REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w evelo meet Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: c v 1 —800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering Land Surveying . Land Planning a`" DESERT GATEWAY 1 THE EXISTENCE AND LOCATION OF ANT'UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY AGERALD FORD DR. AT THE EAST B.C.R. , /((( 800 S. ROCHESTER AVENUE, SUITE 4C i r , SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN * DRIC LIONTARIO, CA 91761 909 230-5241, FAX 909 230-5246 EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET227 2600 ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, EC U M M I N G S C U R L E Y mD A S S O C I A T E S, I N C B.C.R. L A N D S C A P E A P! C H I T M C T S AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE UNES OR STRUCTURES. -31-07S2 TWO WORKING DAYS -DATE 778 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIAC 91 101 ® SOUTH EAST CORNER OF OF ) sr �P TEL. 626.683.b 182 CHECKED BY: BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 9jF F�`� CA 36e3 Az 30100 Ur 377204 NM 312 Nv B78 CURB 310 MONTEREY AVENUE AND DINAR SHORE DRIVE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND OF CAL1 ELEV.: 316.435 (NGVD29) COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS y I I I i � I i I i ■ PE IRRIGATION PLAN LAN SCA dscape Dr' Zone - 5A 1„ a14.5 P Mn ND COVERS ♦ ♦ 11 \�e�q IL. � c 9. 7A ,r r. f r'IVndsca e i Zo ' IRRIGATION LEGEND I SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. 01 RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 METER/POC AS SPECIFIED BY CVWD-APPROX.100 PSI AVAILABLE,CONTRACTOR TO VERIFY ' X TBS BACKFLOW DEVICE INSTALLED BY CVWD "£ / I `/ �• �, ,,` ,I /' t9 RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE RAIN BIRD RAIN BIRD XCZ-100-B-COM BV \ AQ RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER,PEDESTAL MOUNT W/RAIN BIRD WRFC RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER,PEDESTAL MOUNT W/RAIN BIRD WRFC RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER,PEDESTAL MOUNT W/RAIN BIRD WRFC ; RED&WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE " n s ca pe D i n e - 1 B RAIN BIRD 44NP QUICK COUPLER VALVE 3 I / PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER,CLASS 315 2"AND LARGER PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2"AND SMALLER,CLASS 315 2"AND LARGER PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2 AND SMALLER,CLASS 315 2 AND LARGER _ .. \ ® BV DRIP CIRCUIT-TREES -SCHEDULE 40 PVC BACKBONE LATERAL ® ® \ ` /) /� / // ♦f♦`-.--DRIP CIRCUIT-PALMS -SCHEDULE 40 PVC BACKBONE LATERAL DRIP ZONE-SHRUBS � EMITTER SCHEDULE n d s ca e zone — 2A / \ OTY PLANT MATRIAL EMITTER TYPE o �/ p / ® \ / ` ♦ 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC-05-1032 5.0 GPH , J p / , ♦ , 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH . �a�, ,,,� p EQUIP EACH EMITTER WITH A PC-DIFFUSER _ DRIP IRRIGATION LATERAL PIPE SIZING 4 \n.1 ... y a. .1 �f,S aid p O •O , .0 CONTRACTOR TO VERIFY PRIOR TO INSTALLATION/ B ♦ ♦ �� GPM PIPE SIZE 4" 0 5 1/2"CLASS 315 PLASTIC PIPE L a_t B�/ W / ♦ ♦ 5-9 3/4"CLASS 315 PLASTIC PIPE J ��1 n5 M r CICfl W / , \ 9+ 1"CLASS 315 PLASTIC PIPE ' CV D NOTE:SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS r a Fs+ , 11 er, B flout - - - - - CONTROLLER PEDESTAL:(1)CA6-RB4-32/LTPIFS-2-/EMP-16/RRA 1 _ (1)CA6-RB440/LTP/FS-2--/EMP-16/RRA (2)CA6-RB4-24/LTP/FS-2--/EMP-16/RRA /y \ \♦ �/ ' /BV — Contact HIGH TECH IRRIGATION Inc.760-773-9224 / I r ♦ ♦ ♦ C STATION NUMBER I �\ ` ♦ --- .7 VALVE GPM VALVE SIZE1" \ ♦ BV /'• 'D-#X'INDICATES DRIP ZONE VALVE \�♦ -� 'D-T'INDICATES TREE DRIP VALVE / "� \ ♦♦♦ j — 'D-P'INDICATES PALM DRIP VALVE P1 It / \` ate la /�� ; / w S do Wires 1` I \ 2 ' . tat ns n e e to l i / T w 2 do W s r I / �� / ♦ ♦ SU A SITE SU%C' 5.0 ( ,,,;1• -1 / ♦ ! x l I '—'— / Su1Nu \ ♦ = 77 /w1/4 tatio ' es 2 . are oj N A,/ 11 11 Xq/ I 24 Station Control er cv I / Pedestal Mount Controller I Provide 110v Po r ,'. TE C SUITED SUITE E SUITE A I Provide 6 Station Wires i °�1`` Lan scape rip Zone - 1 C �� aIE I�� I �I w/ 2 Additional Spares 8.0 GPM _.. i I I / \ __ _ _ - -. -. __ - - I �Jhq 1' �F it �^s k-,'4• _._ - , I / Stations on Se erate Plan II w/ 3 Station WiresLandsca e Drip Zone - A j Y' �; 1 �� • ; 05 1 7 1� 1s ° f .:« — ----- 11 .6GPM 1 , � �. 14 4. Fu ?�inn I 31 T — I _ •1 / / / / k ' a y a k 8u-1 '! ,�•.�.! his E I pi 2� C9 . :s lo SUTE 11 4 I I .0 Of SUI TE B v cv cv — { Scale: T ■ 30' a .' • Worth I ' Landscape De 6St�ti�lia I 2 T P2 Additional Spares 14 � o 15 30 eo FT. `I 7 1.0 8A '1"I _. I — — — 1• 1„ I 1 ANIN f L —2 2 jENw — — — — - - — — — — — —-- —-- —-- —-- —-- - - / ..y ,4r�,r i•�sG: ��,<�3�.13 s, { r� it y s'cst�r 7 — / CVWD SIGNATURE BLOCK AREA — 11 — / V RECEIVED RECEIVED • � APR 1 0 2006 �r LZZY / / z MAR 2 4 2006 I —� --L� C� /� / PUBI IC WORKS DEPARTMENT t— Q Y UE PALM'DESERT PUBLIC WORKS DEPARTMENT • _-- CITY OF PALM DESERT ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. Underground Service Alert �pNDSCgpF 9 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND ��o Cu COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRIICTIONOF THE PROJECT, INCLUDING �`G r N oy LOCATION: NO. 155 eEfORE ya SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �`' �� ° '� alb RC eey Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD �� m �s�� " L 2■16Ali 2.5 BRONZE DISK STAMPED LS 4146 BM DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE Of w Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ® ,., eD Civil Engineering Land Surveying Land Planning r ' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A DRC — GERALD FORD DR. AT THE EAST B.C.R. - SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C 1 ' ® I 2 2 —2 6 ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECALrnONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, AE ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S 0 C I A T ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET L A N D S C A P E A R C M I T E C T s B.C.R. TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 776 EAST GREEN STREET,SurrE 240,PASADENA,CALIFORNIA 91 101 •x ^ UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH TEL. 626.683.8182 CHECKED BY: SOUTH EAST CORNER OF OF , BEFORE YOU DIG qTe E � Foy`' CA 3583 AZ 30100 ur 377204 NM 31 2 Nv 57e CLARS 310 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE ROU � GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED 1O ASSUME SOLE AND OF CAL� COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS g �x CAPE 111%.V _ _ _ and COVERS —XV1, I A \ IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. 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APPROVED BY- CITY OF PALM DESERT DRAWING NO. as Underground Service Alert �ANos�gpF 9 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND e� COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDI IONS DURING THE COURSE OF CONSTRUCTI0NOF THE PROJECT, INCLUDING ��'z` Cur 1 N��cti LOCATION: N0. 155 e�fORE YO SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �� ° 'r RC Py o Goy Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD ��"o �0`�� 2.5" BRONZE DISK STAMPED LS 4146 BM L2.17 DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LU1BKlTl', REAL of ALLE(;ED. IN CONNECTION WITH THE PERFORMANCE of w Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY 1 —8 O O WORK ON THIS PROJECT, EXCEPTING UABIUT( ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Clvtl Englneertng Land Surveying • Land Planning — THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A DRC GERALD FORD DR. AT THE EAST B.C.R. SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C °" SHEET E E T lilt 2 2 2 6 O O ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, ,, * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y AHD A S S 0 C I A T ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA : AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. .07 L A N D S C A P C A R C H I T E C T S B.C.R. TWO WORKING DAYS 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® SOUTH EAST CORNER OF O F � UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH sT °"` TEL.6265.683.8182 CHECKED BY: , BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND qTR op CALkF CA 3583 AZ 30100 UT 377204 NM 312 NV 578 CLARB 310 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAH SHORE DRIVE T COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTTONOF THE PROJECT, INCLUDING RC W.O. U01-230 1 FOR: XX F.B. XX SHEETS d I 1 I I I — aLANDSCAPE IRRIGATION PL I I I SHRUBS and IRRIGATION LEGEND I I I SYM MANUFACTURER DESCRIPTION MODEL P.S.I. G.P.M. RAD. I RAIN BIRD DEEP WATERING BUBBLER RWS-BCG02-SOCK 30 0.50 METER/POC AS SPECIFIED BY CVWD - APPROX. 100 PSI AVAILABLE, CONTRACTOR TO VERIFY I TBS BACKFLOW DEVICE INSTALLED BY CVWD RAIN BIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE RAIN BIRD RAIN BIRD XCZ-100-13-COM I I I I RAIN BIRD IM-32 SERIES 32-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC I B RAIN BIRD IM-40 SERIES 40-STATION CONTROLLER, PEDESTAL MOUNT W/ RAIN BIRD WRFC I ©� RAIN BIRD IM-24 SERIES 24-STATION CONTROLLER, PEDESTAL MOUNT W/ FAIN-BIRD WRFC I I d H RED & WHITE VALVE CO. 5044F BRASS FULL PORT BALL VALVE ® RAIN BIRD 44NP QUICK COUPLER VALVE - - - - PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER - — — — — — — - PACIFIC PLASTICS SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER I - - -------------- PACIFIC PLASTICS SLEEVING SCHEDULE 40 PVC PIPE 1-1/2" AND SMALLER, CLASS 315 2" AND LARGER DRIP CIRCUIT - TREES - SCHEDULE 40 PVC BACKBONE LATERAL I DRIP CIRCUIT - PALMS - SCHEDULE 40 PVC BACKBONE LATERAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II %/��:L� DRIP ZONE - SHRUBS jl EMITTER SCHEDULE I �I QTY PLANT MATRIAL EMITTER TYPE II 1 Shrubs/Cactus/Ground Cover RAIN BIRD XERI-BUG EMITTER PC_05-1032 5.0 GPH 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-24-1032 24.0 GPH I EQUIP EACH EMITTER WITH A PC-DIFFUSER DRIP IRRIGATION LATERAL PIPE SIZING CHART CONTRACTOR TO VERIFY PRIOR TO INSTALLATION II GPM PIPE SIZE T� I) 0 - 5 1/2" CLASS 315 PLASTIC PIPE N■ I � p I� 5 - 9 3/4" CLASS 315 PLASTIC PIPE - _ _ _ _ _ _ _ _ _ _ _ _ _ _ 9 + 7 1" CLASS 315 PLASTIC PIPE II NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS I I II CONTROLLER PEDESTAL: (1) CA6-RB4-32/LTP/FS-2--/EMP-16/RRA II (1) CA6-RB4-40/LTP/FS-2--/EMP-16/RRA w II (2) CA6-RB4-24/LTP/FS-2--/EMP-16/RRA LU Contact HIGH TECH IRRIGATION Inc. 760-773-9224 Mr II . CD h Ij II w jl STATION NUMBER F F II � t 2 6.7 VALVE GPM VALVE SIZE1" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'D-#X' IND- - - - - - - - - - - - - - - - - - - - - - ICATES DRIP ZONE VALVE � 'D-T' INDICATES TREE DRIP VALVE I I I I , �I I_j D-P INDICATES PALM DRIP VALVE I 1 I I y I I I I I I I I I , ),cape Dri Zone - 9 B I ' I I � ✓ / • J , —� \ `� �� \ 7. 7\ 7 Lan ca a Dri Zone - 110 I : ,� . . pSca a 30 14.8 P M North 100, 0/00 — - - - - CVWD SIGNATURE BLOCK AREA F.I _. MAR, ' 4' pi IRI Ir\W-) -VC^ F t,7 7f 47-17- I � I ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY- APPROVED BY- CITY OF PALM DESERT DRAWING NO. Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND E� �ANOscgpF � ORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING 5�� Cur ley q�cy fi LOCATION: NO. 155 V eEF o r�G Call:I I: TOLL L L FREE SAFEIY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ��o�` �s �� RC �. o LIMITED TO NORMAL WORKING HOURS, AND CONSTUCTKON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 2.5 BRONZE DISK STAMPED LS 4146 BM ;, DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY REAL OF kLEGED. IN CONNECTION WITH THE PERFORMANCE OF Develo ment Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: -8 THE EX19 NCE AND LOCATION ON THIS PROJECT, OFANY"G LIABILITY ARISING UNDERGROUND UTILITIES OR M THE SOLE STRUC STRUCTURES SHOWN IN THHESE PLA OF NS WENRE OBBTA�INTD BA DRCI N Mi civil Engineering • Land Surveying . Lana Planning GERALD FORD DR. AT THE EAST B.C.R. DESERT GATEWAY Z 2 7—2 6 SEARCH OF AVAILAR•E RECORDS. TO THE BEST OF OUR KNONA.EDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C ,,.••° - E E SHEET E E T ON THESE PLANS. THE CONTRACTOR S REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES 1O PROTECT THE UtiLRIES SHOWN, „ONATURE * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS CURLEYANDASSOCIAT ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA S l 1 L A N D S C A R E A F! C H I -r E C T S B.C.R. ^" AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 778 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 TWO WORKING DAYS s E%P.—E P CHECKED BY: ® SOUTH EAST CORNER OF OF UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH rq �� DEL,826.683.8182 MONTEREY AVENUE AND DINAH SHORE DRIVE BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND TF OF CAL OF CA 3583 Az 30100 Ur 377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) , COMPLETE RESPONSIBIUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS ¢w i 2"IN SHRUB/GROUNDCOVER AREAS\ SECTION VIEW ° 0 .\ FLUSH IN TURF AREAS 11 TYPICAL CONTAINER GROWN INDEPENDENT STATION COMPUTER EMITTER AS PER LEGEND c<* PLANT CROWN OF ROOTBALL OR 24"BOX TREE,CENTERED SEE LEGEND FOR CONTROLLER SPEC. 6"ROUND PLASTIC VALVE BOX MAINLINE, MAINLINE LATERAL WIRING IN TEMPORARY WATER BASIN r" "� DRENCH PALM HEAD AT JOBSITE DIFFUSER BUG CAP LATERAL,AND PIPE PIPE CONDUIT ° FLUSH WITH FINISH GRADE IN PIT AND VERTICAL OUTDOOR WALL MOUNT W/COVER MARKED'FLUSH VALVE' PC-DIFFUSER WIRING IN THE �.+ � W!BENOLATE PRIOR TO PLANTING; TAN IN COLOR.REFER TO PLANS SAME TRENCH �,,, "MULCH FOLLOW MANUFACTURERS AND SPECIFICATIONS FOR APPROVED RECOMMENDATIONS MANUFACTURERS FINISH GRADE c"o W ° 4.y CA-0 TIE FRONDS FOR 60-90 DAYS OR AS PER SUPPLIERS RECC. RAIN BIRD `v \� 1/2"BALL VALVE BV050SS POLYFLEX RISER w \\ a (,�� PLASTIC SLIP X SLIP RAIN BIRD PFR/FRA24 _ - ° MAXIMUM 1:1 SLOPE BEGINING • -i t-IttiGLUE ALL FITTINGS % • �\ \� /, /� -,, -I PLACE CROWN OF ROOTBALL m 0 LINE OF ORIGINAL GRADE FLUSH W/FINISH GRADE o$ SET CROWN OF ROOTBALL 6"MIN. I.D.PLASTIC PIPE EXTENSION PREPARED NATIVE SITE _ LEVEL OR SLIGHTLY ABOVE LENGTH AS REQUIRED PLAN VIEW SOIL FOR DESERT PLANTS - - - - - M OINISH F ROOTBADEAWITH CORNER 12" WIRE W/O CONDUIT SPECIFIED PLANTING MIX PVC 'T - - � _-- - - _ CONCRETE PAD: 6-INCH FOR ALL OTHERS -III III _III ORIGINAL GRADE MINIMUM THICKNESS CLEANED WASHED PLASTER SAND TO � PUDDLE AND SETTLE BACKFILL AFTER FINISH GRADE SETTING SHRUB. 3X DIA.OF ROOTBALL 12, 12" SCHEDULE 315 PVC CLASS 315 PVC LATERAL OR CONTAINER ROUGHEN SIDES OF ~-DRIP PVC LINE SEE SIZING CHART HOLE 3"MINIMUM COMPACTED SOIL =�iLXFTIE A 24 INCH LOOP IN ,L RAKE OUT AS DIRECTED _ / BY NOTES AND SPECS 3-INCH PVC SCH 40 CONDUIT, RUN WIRING BENEATH ALL SOLVENT WELD ALL WIRING AT CHANGES /\ " FITTINGS AND SWEEP ELL AND BESIDE MAINLINE. PLASTIC PIPING TO OF DIRECTION OF 30° a m WIRES TO REMOTE CONTROL -ZEE- VALVES HAVE BEEN MADE. 1.SET CROWN OF ROOT BALL 1"ABOVE FINISH (- NOTE: COMMON BRICKS GRADE -III-III-III-III-III-III-III-I DRIP IRRIGATION M (MIN,2 REQUIRED) WATERING BERMS: 2.CONSTRUCT TAMPED BERM WATER BASIN UNDISTURBED NATIVE SOIL UNDISTURBED OR I I=III=III=III=III=III-I I-III= WITH GLUED FITINGS NOTES: AROUND EACH SHRUB TYPICAL UNLESS COMPACTED SUBGRADE - - -III-III-III-I 1-INCH PVC SCH 40 CONDUIT, NOTE: MINIMUM 1 CUBIC 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC TWICE THE DIAMETER OF 1.5 GALLON OR LARGER 4"HIGH INSTRUCTED OTHERWISE BY THE LANDSCAPE ( III=III I(I, III-III=III-III- FITTINGS AND SWEEP ELL TO FOOT GRAVEL THE PIPE OR WIRE BUNDLE WITHIN. ARCHITECT. CALL LANDSCAPE ARCHITECT TO rALL VALVE BOXES TO BE INSTALLED IN 2.LESS THAN 5 GALLON 2"HIGH 3X WIDTH OF ROOTBALL POWER SUPPLY GROUND COVER AREAS; REFER TO PLAN 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. VERIFY. FOR LOCATIONS 1 PEDESTAL MOUNT CONTROLLER NOT TO SCALE ( 5) DRIP IRRIGATION FLUSH VALVE NOT TO SCALE 8 EMITTER DETAIL 11 PIPE & WIRE TRENCHING NOT TO SCALE 15 SHRUB PLANTING DETAIL "B" VERTICAL MULCHING 19 TREE PLANTING ON SLOPE NOT TO SCALE 3 PALM PLANTING DETAIL NOT TO SCALE NOTE: 4-INCH GRATE TREE STAKING SHALL BE DETERMINED IN FIELD BASED ON TRUNK STRUCTURE. - 2"IN SHRUB/GROUNDCOVER AREAS\ ALL VALVES TO BE INSTALLED 4"MIN.CLEARANCE DETAIL PROVIDED FOR BIDDING PURPOSES ONLY. TYPICAL SHRUB CANOPY FLUSH IN TURF AREAS IN GROUND COVER AREAS WHERE POSSIBLE BUBBLER ° a GROUND COVER NOT TO EXTEND INTO 10"X 10-1/4"ROUND PLASTIC VALVE BOX FINISH GRADE FINISH GRADE \�\ / OOT ZONE W/COVER MARKED'IRRIGATION GATE' 2"IN GROUND COVER AREAS FLUSH IN TURF AREAS \��\�� /\/ PAVING TAN IN COLOR.REFER TO PLANS AND SCHEDULE 40 PVC 24PAeV NG NEATH \//\\�\\\ \\� MAXIMUM 1:1 SLOPE TYPICAL TRIANGULAR SPACING; SPECIFICATIONS FOR APPROVED NON-PRESSURE LATERAL LINE x, p 0 DITCH LINE OF ORIGINAL GRADE REFER TO PLANT SPACING CHART BELOW" MANUFACTURERS PVC SCH 80 NIPPLE(LENGTH AS REQUIRED) LINE-SIZE BALL VALVEVAAVA \jAA` \yVA\\\ \�� TYPICAL SHRUB }- + + + + A" B" C" OR R PE AND APPROVEO PLAN AND D STATION STATION NUMBER ON COVER;VE REFER BOXMO PLANS&CSPECS �A//AA/ AA//AA/i V AND /�� /� / SET CROWN OF ROOTBALL PLANT SPACING ROW SPACING SETBACK MANUFACTURERS FOR MANUFACTURERS \j\\j a AAAjjAA ROOT WATERING SYSTEM: SLEEVES 12" 10-1/2" 6" LEVEL OR SLIGHTLY ABOVE + + + + �' + '� \\\ RAIN BIRD RWS-BCG-SOCK '-"' FINISH GRADE,WITH CORNER SNAP-TITE'WIRE CONNECTOR KIT OR APPROVED EQUAL; /\//\ /\//\! (INCLUDES BUBBLER) r OF ROOTBALL AT LINE OF V 24" 21" 12" 6"MIN.I.D.PLASTIC PIPE EXTENSION �\\/\\j \\j/\\j PVC CAP(TYPICAL) I �,,, -PLAN LENGTH AS REQUIRED PROVIDE MIN.24"CURL TYPE EXPANSION LOOP /\/\ 18"MIN. {- ORIGINAL GRADE a / // PEA GRAVEL-FILL TO BOTTOM ` ` CINCH TIE'#32 INSTALLATION "SEE LEGEND FOR SPACING,CHART IS ONLY `XX`A/ 1/2-INCH PVC SCH 80 NIPPLE (SINGLE TRUNK) TO BE USED AS A GUIDE. BACK FLUSH FILTER CONTROL ZONE KIT: °' ° 24" N.TO TYPICAL SHRUB CANOPY RAIN BIRD MODEL XCZ SEREIS 1/2-INCH 90-DEGREE ELBOW FINISH GRADE PLACE GROUNDCOVER (INCLUDES MODEL VALVE, SWING PIPE, 12-INCH SWING ASSEMBLY PAVING LA 3"MIN.COMPACTED SOIL "CINCH TIE"#32 OUTSIDE ROOT ZONE BACK FLUSH FILTER, BERM;RAKE OUT AS (DOUBLE \\ �+ TYPICAL GROUND COVER ROW SPACING CHECK VALVE AND \\\ ��\ .j / / DIRECTED BY NOTES&SPECS TREE STAKING ( 1 w AND SETBACK;REFER TO CHART ABOVE SCHEDULE 40 PVC \ \ \ _ TRUNK INSTALLATION) �-PRESSURE MAINLINE SCH 80 NIPPLES) S DUCK BILL BOOT, \V��V��V��V��V��V��V�� m 5" MIN. 18 MIN. O \ \ \ \ \ u o PRESSURE REGULATOR, \/�\��\ \/\//��/��/�� / 24"MAX. O / DIRECTION OF SCHEDULE 80 PVC COUPLING PVC SCH 40 TEE OR ELL w // PREVAILING (2 REQUIRED) O WIND = 6"SCHEDULE 80 PVC NIPPLE SCHEDULE 40 PVC LATERAL PIPE = b AMENDED SOIL PER SOIL REPORT PVC CAP(TYPICAL) o \ �� / R€CQMMEiVC3ATfORIS,NOTES AND SPECS. COMMONRBRICKS % PRESSURE MAIN LINE �. ` X X x� STAKES > �iil� IIIII (MIN.2 REQUIRED) Q O0 00 08%_J0 COMM1 OF 40N BRICK CUT OBASKET WEAVE 12"MAX. ROM GRADE ER NOTES:ALL PVC IRRIGATION SLEEVES TO BE SCH.40 PIPE. U �� SEE TREE PLANTING DETAIL O � MINIMUM 1 CUBIC V 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. -� CLEAR ROOT ZONE NOTE: FOOT GRAVEL 3 I CH MI UM MED VDEPTH EL 3 EXTEND THE WHERE SMA IS LLER SLEEVE TO 24 INCHES MINIMUM ABOVE FINISH GRADE.ORE THAN ONE SLEEVE, FOR STAKES ALL VALVE BOXES TO BE INSTALLED IN o FINISH GRADE � SECTIONS GROUND COVER AREAS; REFER TO PLAN DIRECT BURIAL CONTROL 4. MECHANICALLY TAMP TO 95/o PROCTOR. 3X WIDTH OF ROOTBALL FOR LOCATIONS AND GROUND WIRES 2 BALL VALVE NOT TO SCALE 6 DRIP CONTROL VALVE XCZ SERIES 9 DEEP WATERING BUBBLER NOT TO SCALE5 SLEEVING NOT TO SCALE 16 SHRUB PLANTING ON SLOPES NOT TO SCALE 0 TREE STAKING TIE DETAIL NOT TO SCALE 4 GROUNDCOVER PLANTING NOT TO SCALE "PLANT CROWN OF TREE FLUSH WITH LEGEND SEE STAKING TIE DETAIL FINISH GRADE. FINISH GRADE/TOP OF MULCH "PAINT ALL CUTS OVER 1"DIA. 1. DRIP CONTROL ZONE KIT 2"DIA COPPER "STAKE ABOVE FIRST BRANCHES OR QUICK-COUPLING VALVE (REFER TO LEGEND) NAPHTANATE TREATED SPREAD NECESSARY FOR FIRM SUPPORT. 1n 2. BACKBONE LATERAL - PVC SCHEDULE 40 LODGEPOLE PINE STAKES X VALVE BOX WITH COVER: OUTSIDE WALL 1 12'LONG;PLACE STAKE ON 6-INCH SIZE 3. MANUAL FLUSH VALVE. WINDWARD SIDE MIN.8" �� ,,., 1 4. DRIP LATERAL - CLASS 315 PVC FROM TRUNK;DO NOT � w Cam,, BRASS NIPPLE ALLOW STAKE TO (LENGTH AS REQUIRED) O RAIN BIRD CONTROLLER PENETRATE ROOTBALL W 3-INCH MINIMUM DEPTH OF 1 3/4-INCH WASHED GRAVEL 4 O2 SENSOR RECEIVER: 2-4"PERFORATED PIPE � TO BOTTOM OF PIT ° TREE TIES(MINIMUM 2 REQUIRED)ATTACH PER BRASS STREET ELL RAIN BIRD WIRELESS 2 RAIN SENSOR CAP AT GRADE W/ 10 2' MULCH �Q Z BRICK(1 OF 2) ?° RE 1/3-1/2 ABOVE GRADED 6"ROUND VALVE BOX TREE ROOTBALL STAKING DETAILS;ADJUST ONLY ENOUGH TO � TAKE UP SLACK 3 �gE ONO ELACKBWE FINISH GRADE FROM BOX LODGEPOLE PINE STAKE(S),2"DIAMETER X IT BRASS NIPPLE 4 x GREEN WIRE TEMPORARY „ LENGTH AS REQUIRED °o'80R �� LONG.PLACE MINIMUM 8 FROM TRUNK.DO NOT ( ) C) x seem WATERING BASIN x 0x �eROWnw��RE � i z ALLOW STAKES TO PENETRATE ROOTBALL , BRASS STREET ELL 1 as FINISH GRADE x x ,.�.. � H � BURY MIN. -PVC MAINLINE PIPE 2 40-- 4 4 1/2 TO 2/3 - �� ;a J OF BOULDER x e - r X NOTES: SPEARS TRANSITION FITTING • � PLACE SINGLE STAKES ON WINDWARD SIDE •'I WITH SS COLLAR PREPARED NATIVE SITE SOIL � " PLACE DOUBLE STAKES SO THAT PREVAILING FOR DESERT TREES AND 4 WINDS MOVE TREE BETWEEN STAKES - BRASS ELL SHRUBS-WATER,PUDDLE AND 3 X BALL DIA. `' " DOUBLE STAKING ADJACENT TO WALKS, e SETTLE AFTER SETTING TREE STREETS OR PEDESTRIAN PATHS SHALL BE #4 REBAR STAKE SET PARALLEL TO EDGE OF PAVEMENT W/STAINLESS STEEL GEAR " TIES SHALL BE: CLAMPS OR EQUIVALANT SUPPORT SYSTEM UNDISTURBED EARTH 'WONDER TIE'#A-12(SINGLE STAKE);OR NATIVE SOIL #8-18(DOUBLE STAKE)BY ALDEN ENTERPRISES: NOTE: CINCH TIE'(SINGLE STAKE)OR V I T BRACE' 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL ENLARGED DETAIL (DOUBLE STAKE)BY V.I.T.COMPANY TO NOMINAL QUICK COUPLING VALVE INLET SIZE. NOTE: X MAXIMUM LINE OF SIGHT FROM RAIN SENSOR TO RECEIVER IS 500-FT. DISTANCE IS LESS IF OBSTRUCTIONS EXIST. 3 QUICK-COUPLING VALVE NOT TO SCALE 4 13 BOULDER PLACEMENT NOT TO SCALE 17 TREE PLANTING DETAIL "A" �)l TREE STAKING ON SLOPES NOT TO SCALE NOT TO SCALE X 2 NOTE- HOLE SCHEDULE- NOTES: NOTE: 2"IN GROUND COVER AREAS X SUBMIT BID ON A COST PER LINEAL 5 GAL -1 HOLE 1.BORE HOLES 0 BOTTOM OF PLANT PIT ALL VALVES TO BE INSTALLED ° 0 FOR FOR VARIOUS DEPTHS OF 5'.10', 15 GAL -1 HOLE ACCORDING TO HOLE SCHEDULE. IN GROUND COVER AREAS SCHEDULE 40 PVC TO QUICK 4 X 7 15'&20' 24"BOX -1 HOLE WHERE POSSIBLE COUPLER(SEE PLAN) TEMPORARY WATER BASIN r ^ PLANT CROWN OF ROOTBALL 36"BOX OR LARGER -2 HOLES 2.PITCH BOTTOM OF TREE PIT TOWARDS HOLE(S) i 9-1/2"X 16"X 11"PLASTIC FLUSH WITH FINISH GRADE 3.FILL HOLES WITH CLEAN WASHED PLASTER SAND M'+•`T:r�' VALVE BOX MARKED'RCV'AND 2"MULCH 4.STAKE TREES PER DETAIL"A" STATION NUMBER ON COVER; REFER TO PLANS&SPECS 1 ••°o �.,Y FOR MANUFACTURERS 5 woo e 0 'SNAP-TITE'WIRE CONNECTOR - - Oo o+o \� SEE STAKING DETAIL KIT OR APPROVED EQUAL; 2 PROVIDE MIN.24"CURL 2o--- TYPE EXPANSION LOOP 7 PREPARED NATIVE SITE I I=III= ":c'-' '`:•"'III=)I I-�I I-I p p SCHEDULE 40 PVC SOIL FOR DESERT PLANTS D.G. DRIP AREA -�I I-I I - _ -III=III- x O FORM SAUCER WITH (LENGTH AS REQUIRED �� S OTHERWISE SPECIFIED PLANTING MIX ELECTRIC CONTROL VALVE: FOR ALL OTHERS WATER _-I I (I I-I I I I I -IIIII 3"CONTINUOUS RIM �•�•t- &TAMP TO REMOVE AIR REFER TO IRRIGATION POCKETS AT BOTTOM OF I''' LEGEND [� ROOF LINE 1 I I(=III=I TEMPORARY LEGEND O PIT UNDISTURBED EARTH SENSOR TRANSMITTER: WATERING BASINI=III=: •; III-I(I-I I 00 SCHEDULE 40 PVC MALE 1. SCH 40 PVC LATERAL LINE FROM ELECTRIC CONTROL VALVE RAIN BIRD WIRELESS 3 ADAPTER(2 REQUIRED) 2. CLASS 315 PVC (SEE LEGEND FOR SIZES) RAIN SENSOR FINISH GRADE -�(I=I I -III-III= 3. COMPRESSION TEE FITTING - SIZE AS REQUIRED. Q3 MOUNTING BRACKET: 2 3X DIA.OF ROOTBALL TREE ROOTBALL =III=III-I I(-III-III SCHEDULE 40 PVC 4. DRIP EMITTER ASSEMBLY (SEE DETAILS) INSTALLED WITH CURVED OR CONTAINER UNDISTURBED SOILNON-PRESSURE LATERAL 5. MANUAL FLUSH VALVE (SEE DETAILS) END POINTED UP PREPARED NATIVE SITE I I I II I II II II I III 1 LINE 6. DISTANCE TO SHRUB/GC CENTER SOIL FOR DESERT Mi MIN.1 CU.FT.GRAVEL 7. SHRUB AS PER PLANTING PLAN WATER,PUDDLE AND PLANTS- IIIII _ '+ 3X BALL DIA. _ in SETTLE AFTER SETTING cc I I=I I=I I=I I=� LU = I�IIIII DIRECT BURIAL CONTROL II I I NOTE:WHENEVER POSSIBLE PLACE EMITTER UPHILL III NOTE: AND GROUND WIRES II I II I II I II I II II I a - 1. STAKE TO FIRST BRANCHES FROM PLANT MATERIAL UNDISTURBED NATIVE ' AS NECESSARY FOR FIRM SUPPORT. PLACE EMITTERS AS SPECIFIED BY SOII 2. TIE SHALL NOT TOUCH OR RUB SCHEDULE 40 PVC IRRIGATION LEGEND NOTE: WATERING BERMS: 3 X BALL DIA. ADJACENT TRUNKS OR BRANCHES. PRESSURE MAIN LINE MAXIMUM LINE OF SIGHT FROM RAIN SENSOR TO RECEIVER IS 500-FT. SCHEDULE 40 PVC TEE DISTANCE IS LESS IF OBSTRUCTIONS EXIST. 1.5 GALLON OR LARGER 4"HIGH 2.LESS THAN 5 GALLON 2"HIGH 4 ELECTRIC REMOTE CONTROL VALVE 7 TYPICAL DRIP LAYOUT SYSTEM NOT TO SCALE 10 WIRELESS RAIN SENSOR NOT TO SCALE 14 SHRUB PLANTING DETAIL "A" NOT TO SCALE 18 TREE PLANTING DETAIL "B" NOT TO SCALE MULTI-TRUNK TREE STAKING NOT TO SCALE i r CVWD SIGNATURE BLOCK AREA RECEIVED ;, MAR 2 4 2006 PUBLIC WORKS DEPARTMENT DESERT GATEWAY LANDSCAPE INSTALLATION DETAILS IFFY OF P&.NI [JLakHr No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY' APPROVED BY: CITY OF PALM DESERT DRAWING NO. ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH LNNDSCgp Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND ��o Cu r I ey e q� COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS WRING THE ODURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING y� ti, , LOCATION: NO. 155 RC L4.04 SSFORE y0 SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �� ` G o 4� Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION OONNTRACTTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �`� o 2.5" BRONZE DISK STAMPED LS 4146 BM vP c DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY 1 -g p p WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering " Land Surveying " Land Planning GERALD FORD DR. AT THE EAST B.C.R. .. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE RAS WERE OBTAINED BY A r;w.. .nt i r SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN DR C ON�RIO,OCAE91761 (909)230 SUITE 909) 230-5246 EAST ON MONTEREY AVE. 2.0 E LY OF DA SHEET 227-2600 „��,� * ( CUMMINGS CURLm AHDfR c H i -r ES, 5 llll ON THESE PLAINS. THE CONTRACTOR IS REWIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN o s c A P e s. R c r+ I r E c r s AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-0T 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 B.C.R.BCR ® SOUTH EAST CORNER OF C TWO WORKING DAYS AND CHECKED BY: Qr S� .P TEL. 6264 NIM 312 MONTEREY AVENUE AND DINAR SHORE DRIVE BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH '9TF �a CA 3583 Az 30100 <rT 377204 NM 31 2 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) h.; GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND OF CALF COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCUOF THE PRDJECr, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS r \ C \ \ \ \ I / ov i \ ov \\ 2^ - 3^ 1 cv - I DIV • ti m e t en C T r. , y S� y / � --. y � � ,� " �•�' tation Controller ;,- ' r x Pedestal Mount Controller ,�; i Provide 110v Power i QQ I — — vv ^3 KV 3" L KV�� \ � 3 _ - - - - - - y - - - - 1W_W - - - - - - - 3- - - L - - - -� - - - r- - T -3� + t + f + t v I KV KV �^ .(s MI , KV C I 1► \ av sv / I By ® l By By BVCv ev ev ev 3' \ ��- �(j. Locate P By D _ 1-1/2"M r, P BaCkfIOW r By _ „_ : Lo e C ByCVWD / _ _ By 0I By 0 �� By 0 �...,•,,� � 1-1/ 'Y titer, "R E -OHM- P Backflow Bv�. / / �- - - - - I I I I I I I „ yI \ \ \ / cv 1 2^ \ I I f ! / ev� By I I 1ev By .d + t -- + t + t + t By I l 2,,I \ \ i / �/ r 0 I ev I Stations on Separate Plan I + t + t + t + t + t + t + l v / w/2 Station Wires I ev Locate POC-By CVWD I I Stations on Separate Plan l 1-1/2"Meter,2"RP Backflow I Locate POC-By CVWD w/2 Station Wires I I I 1-1/2"Meter,2"Backfiow I I SUITE A SUITE B SUITE CILLU I I t I I I l dOls i, I,. I \ ` •,� / / C \ \ \ \ \ �,' i 3n i ! �' 1 I dOlS 3" ev ��1 Bycv 2" - BV - - — — — — — — — — — — - - — — — — — — — — - - - - - -3� - - - -�- L - - - - - - - - - - - - - - - - - L - - - - - T - - - - - - - - - - - - - -13 - I v \ __ I \ - - - - --- - — - - - - - - - - _ —mainline o \ / I w/4 Station Wires+2 Spare I - -` - - - M- , ..._ a ° 1 \ 2'- - - - - - - - - - - - - - - - �" — - - - - - - - - - - — ' STOP I " ' 2" ' � 011) 24 Station Control er Cv cv r -2- - - - - - - - - T -�Pedestal Mount C ntroller 1 1 'Provide 110v Po r SUITE ASUITE A SUITE B SUITE A SUITE B SUITE C SUITED SUITE E I cv I c I EV 1 II I / Provide 6 Station Wires I SUITE A SUITE B SUITE C SUITE D SUITE E SUI F _ I / I I w/2 Additional Spares 1 l 1 I I , SUITE B ev Separate I I i I I i i Stations on Se orate Plan p ; w/3 Station Wires SUITE c � I I I � �'� - _ Stations on Se orate Plan 12 I I I I I I v - - Stub for Future ( p I I SUITED w/3 Station Wires I •• 1 / I k I 2 i cv I I I z fi 1 cv ,. e, , I• _ I M f cv� � I2" cv cv cv 12" .-* I SUITE E p I �A cv 3T/I71r B / 2" S tin ant oil rcv(cv c ( 1-1 1 F cvI Pedesta Mount Con t ra ler I SUITE FProvide 6 Station Wires Provide 11 Ov Power w/2 Additional Spares Stations % otins w StaoWire � ■ � I I II I �I■ ' 1, I � Stub for Futur 21 _ - — — 4�4 —R - 3„ i - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 — - - - - - - - -3" — — — — — — - - - - - - --- - - - --- 3" - - - - - - - - - - - - - - - - - - - - - � w ff i 4 RECEIVED{ r AP 1 0 2006, RECEIVED PUBLIC WORKS DEPARTMENT MAR 2 4 2006 OITY OF PALM DESERT PUBLIC WORKS DEPARTMENT r, AWOW DESERT GATEWAY LANDSCAPE INSTALLATION DETAILS GMIY OF PALM DESERT No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH LANDScgp r I Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 5��o Cur ley N�'o15 LOCATION: NO. 155 RC COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING PT 9EFORE P SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE V �C9 �� e n Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 2.5 BRONZE DISK STAMPED LS 4146 BM c, DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w Development Resource Consultants, Inc. " 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY 1 -8 0 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering - Land Surveying - Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A DRC 800 S. ROCHESTER AVENUE, SUITE 4C 2 2 /'7-2 6 0 0 SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS CURLEYMDASSOCIAT E S, I N C EAST ON MONTEREY AVE. 2.0' E'LY OF DA SHEET ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L. A N D 9 C A P E A R C H 1 T E C T 8 B.C.R. AND IS RESPONSIBLE FOR THE PROTEC11ON OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. -31-07 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® SOUTH EAST CORNER OF TWO WORKING DAYS s `^"" P CHECKED BY: OF BEFORE YOU DIG UNAUTHORIZED CHANGES & USES' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCDRDANCE WITH r �� U`1` 626,683,8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND DINAR SHORE DRIVE . GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND F of CAL 1F� CA 3a83 AZ 30 00 l!r 377204 NM 31 2 NV a78 CLARB 3I9 COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX SHEETS E> 4 w TOW 4S�0-� bo— o 3- ` ` , _�- ✓ Y'' i/ITT�- u r1IZ�� 1 L -pill' lot 4, r i 4 r { Sleeve flr1 g Lateral Sleeve fo ation Lateral or Irrigation Lateral f Drip Irriga tjAA Will _ eve for Drip Irrigation Later a: Sleeve eral 21/2"Sleeve for Irrigatio ainiine --,-._--- - , ----__�.• '�'""" —— 1 — -- ---- ———— — ———— — -� �� —s 1 . 4-1 k"' =_ — — — _ _ — — _ _ — — — — — �—`j 1 1/2"Sleeve for Lighting ,� „ MONTEREY A% ENUE z l I � � 2 112 Sieeve for Irrigation Mainline g g , " MONTEREY AVENUE Alt sleeving locations,are shown for graphical hical clarity 1-1i2 Sleeve to Power Pedestal § ► `<<� " All sieevinig*.. ,r an median,unless noted. (typical) LL ------------- '---- L...-1 !ory2"Sleeve for irriga2"Sleeve rrl lion Lateral!f 2112 leave for irrigation Lateral "rf 21t2,Sleeve for irrigation Lateral 2 Drip Irrigation Lateral Z �Z a ..a 1 -7 2"Sleeve for Drip Irrigation Lateral lwc� 2"Sleeve for Drip irrigation Lateral• 7 ............ — --_ - "Sleeve for Lightin Electra p AVENUE 11!2"Sieeve for Lighting E{ectrical —4k�`fi` NTEREY , 2 4/2"Sleeve for irrigation Mainline uk ~� ' i 2112"Sleeve far Irrigation Mainline ,► LU I ,z `r'n-ccD'de 2;$i vying for irrigation Wires i ee�� Ali sleeving locations are st�wn for graphical clarity p � All sleeving to be located in median,unless noted. � <- (typl ,J ' A s • i I 4"MIN.CLEARANCE SECTION VIEW I ,` ., MAINLINE, MAINLINE LATERAL WIRING 1N <a , LATERAL,AND PIPE PIPE. CONDUIT { \ 24"B NEATH PAVING WIRING iN THE /\/\ \/ SAME TRENCH PAVING //\\//\ o / DITCHUj - SLEEVESJ. ui PVC CAP(TYPICAt,� 18'MIN. � ' PLAN VIEW .."^ 2"Sleeve for Drip Irrigation Lateral i WIRE W!O CONDUIT i TO .� IeIONTEREY AVENUE �-�^ FINISH GRADE �i 1 PAVING CY TIE A 24 INCH LOOP IN RUN WIRING BENEATH ALL SOLVENT WELD ALL WIRING AT CHANGES f 24{ AND BESIDE MAINLINE. PLASTIC PIPING TO OF DIRECTION OF 3V �L T TAPE AND BUNDLE AT BE SNAKED IN OR GREATER.UNTIE 10 FOOT INTERVALS, TRENCH AS SHOWN AFTER ALL CONNECTIONS • ,_ .y. ,� 21/2"Sleeve€�'ir�jon Mainline PVC CAP(TYPICAL) HAVE BEEN MADE. MONTEREY �� NOTES: .: Sea locations shown f I 1. ALL PVC IRRIGATION SLEEVES TO 8E SCH.40 PIPE TWICE PIPENVIRE BUNDLE DIAMETER • - o 9411t1�t rt•t I N NOTES All i ving locatio are n or graphical clarity j All sieevi g to be located in median,unless noted. JOINTS To Q GHT. ' 2. ALL NTS BE SOLVENT WELDED AN WATERTI 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WiTf�,aCH1=DUCE 40 PVC TWICE THE DIAMETER OF (typical) S,k14,7,�3QRE IS MORE THAN ONE SLEEVE,tm"BMALLER SLEEVE TO 24-INCHES MINIMUM FINISH GRADE. THE PIPE OR WIRE BUNDLE WITHIN. _ - '1 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 4. Y TAMP TO 85%PROCTOR rn 8 S EEVING NOT TOSCALF 11 PIPE & WIRE TRENCHING NOT TOSWJA RECEIVED SLEEVING NOTES: 1 3 :u0o s noted. - Sleeving required underneath all hardscape. Sleeving shown outside of median for graphical clarity, unLes t - � - Sleeving layout is schematic, coordinate with irrigation and Iightinn \ " APPROVED BY: PUBLIC WORKS DEPARTMENT Ry CiTY OF PALM DESERT - Seperate electrical and{irrigation sleev'ng by 24'!-horizontal • Scale: r ■ 30' • _ _,, City of Palm Desert sk j T rJ FT. ♦ ' ,''•,. ,- � ' � !; APPROVED BY. Y - City of Rancho Mirage No. DATE REVfSIONS A (� C y pNDSCgp� ,•'` PREPARED FOR: BELCH MARK: DESIGNED BY: APPROVED BY: DRAWING N0. UNDERGROUND SERVICE ALERT ENGINEER'S NOTE TO CONTRI�CTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE �TTH �� c e .v�, CI GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND �C , . y �o Development Resource Consultants, Inc. LOCATION: NO. 155 EFORf yo COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDiTIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING G • SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �� du �� RC C � �'� � DR %w Cfwl Engineering Lund Surveying . Land Pfan,ning ��"•--�" {Sleev�n� N flan L 800 S. ROCHESTER AVENUE, SUITE 4C 2.5" BRONZE DISK STAMPED LS 4146 BM Call: TOLL FREE UNITED TO NORMAL WORIONc HWTtS,AND CONSTUCTTON COMRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD cr w -� ONTARIO, CA 91761 (909 230-5241, FAX (909) 230-5246 � 1957 IN TOP OF CURB. NORTH SIDE OF DRAWN l�Y.' o DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABILQY,REAL OF ALLEGED. >N CONNECTION WITH THE PERFORMANCE 4F GATEWAY 1 —$O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PkOF1SlONAL • THE EXION THIS AND LOCATION OF ANY UNDERGROUND ARISING R STRUCTURES SHOWN IN THESE F D S DESIGN OBTAIAED BY A GERALD FORD DR, AT THE EAST B.C.R. � �_ p rr�� G• EAST ON MONTEREY AVE. 2 0 E LY OF �A>t„• SHEET. Z G7—'Z V O O SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,WHERE ARE NO IXLSfING unLmES IXCFPT THOSE SHOWN e ', PREPARED 8Y: '^+^"""— —+••'e M 01-3O ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTiONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, CC C U M M f N 6 9 C U R l E Y AKD A S S Q C i A T E S INC B.C.R. , AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE UNES OR STRUCTURES. Al,r ° , A a' r ® SOUT� : AS1 CORNER OF TWO WORKING DAYS ;r?� i � A H C O a ~ s, R CHECi�ED-�Y: OF -• UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 1z-31-Os 776 EAST Gr Ett ST r,surre 240,PASAD +A,CAUFoar+U 91 I01 ELEV.: 316.435- (NGVD29) MONTEREY AVEN-JF AND DIPJAH SHORE DRIVE BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND s °"°°"'� P T�L,626,683.6I$2 COMPLETE Ii6POt�Sf81LIlY FOR THE JOB SITE CONDiTIOKS WRING THE COURSE OF CONSIRUC114NOF 111E PROJECT, INCLUDING q O�ry i ' Y c�saeo Az x i oo ur s»Qoa wa a i z Nv a>e cone o i o ;`, RC W.O. UO�- 30 FOR:XX F.B. XX 1 SHEETS p •