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HomeMy WebLinkAboutCountry Club Drive Landscape Median Inprovements_1 POINT OF CONNECTION 'A' (EXISTING) DOMESTIC WATER (EXISTING) 'A' (ACCOUNT #506121-025) Landscape Architecture • Park Planning EXISTING WATER METER SIZE 1 1/2" rponts OfBcs CoaDhslla Valley OfAcs ■ POINT OF CONNECTION-TIE INTO EXISTING 2" MAXIMUM DEMAND 32.00 GPM IMNBwhaldSh*,SuMa300 TWOOCaNaEskWo ey,CA 1 MAINLINE APPROXIMATELY 148 L.F. FROM END MAXIMUM DESIGN PRESSURE 30.00 PSI Fox FountaNtv.MM.864.2TOe 0300 FoOurw,aAs1363 OF EXISTING MEDIAN ISLAND. ADD NEW 2 1 » FULL STATIC PRESSURE 85.00 PSI Phone 7Ea.6e0.6 Phone 7E0.6E0.61A6 1 1 PORT BALL VALVE AT NEW POINT OF CONNECTION. � o + i A9 CN 1 1/2 36 1" 7.0 --"` �/ 32 J 4 M f g"G 6"G 6"G „ 6„G 6» 6„G s 2- _COMM Y CLUBDRIVE �- 8"G 1 7-� a■� a� aa� a�a aa•1 a■■� arr•I aa� a� sass ■ram gaileall _K +r � 2 1 1 _ 1 , f Y » " 3/4" 3/4» 3/4 of Ila IBM O ' 4 14 y 1 k 3/4 3 � e M1 aS. 1 A k / e 3/4" `' Q 1 3/4 3/4" 3 " � . #. 3/4" /4" 3/ /4 3 4" 3/ /4" s..,,.. .ram •...•.. CEL� I » 1 1 4' 1 '1/4 / 1 1 4" 1 111700 33+00 34+00 35+00 36+00 City of P a l m Desert 16"G 6"G 6"G VG 6"G 6"G 6"G 6"G PUBLIC WORKS DEPARTMENT 1" E E E E E E E E 73-510 FRED WARING DRIVE 1 PALM DESERT, CA 92260-2578 Telephone: (760) 346-0611 1 Fax: (760) 341-7098 1 1 ■ IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION PSI GPM RAD o RAIN BIRD 1408 SERIES PRESSURE 20 2.0 -- DIG IRRIGATION PRODUCTS AC CONTROL ZONE, MODEL P39-100/75 COMPENSATING FC BUBBLER W/ACTUATOR MODEL LEMA 1520S FOR DIG VALVE (2 PER TREE) RAINBIRD 100-PEB REMOTE CONTROL VALVE IN A VALVE BOX, W/ACTUATOR MODEL LEMA 1521S FOR RAINBIRD VALVE • BOWSMITH SL 200 SERIES EMITTERS FOR SHRUBS. PLACE ON _ SCH 80 RISER W/SWING JOINT, INSTALL ON PVC LATERALS. ►.� NIBCO FULLPORT BRASS BALL VALVE IN A VALVE BOX ❑ 3/4" AUTOMATIC FLUSH VALVE IN A VALVE BOX AT END A'„ VALVE' GPM S 1"�1� OF EACH EMITTER SYSTEM. DIG MODEL 18-038 1/ 21 VALVE SIZE NOTE: INSTALL ALL PIPE AND CONTROL WIRE UNDER PAVING IN SCH. 7 LEIT 4012E SERIES CONTROLLER PLUS MV/P, 12 STATION WITH 40 PVC SLEEVES TWICE THE DIAMETER OF THE PIPE; BEING MOUNTING COLUMN MODEL MCOL 4000L, 48" LONG, FINAL HGT IS 36" SLEEVED AND 2" SLEEVES FOR # 14 CONTROL WIRE SET IN 12" DIA. X 18" DEEP FOOTING ` UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA ea ale Ree �' EXISTING WATER MAIN LINE ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN SE NON-PRESSURE LATERAL LINE SCH.4 0 PVC BURY MIN. 12" BELOW FINISH THE SPECIAL PROVISIONS. THE CO SMALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIMTO DOING DOING WORK SE MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR RVICE. GRADE (SIZE AS NOTED) a BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION REETTIES BY 02- 13ERGROUND SERVICE ALRAT11-(80) 422-413 - - - - SCH. 80 PVC SLEEVES-MAINLINE 1 -4", LATERAL 1 -2" AND - - - - WIRE 1 -2". (3 TOTAL) SEE DETAILS B & G, SHEET LI-4 04 RAINBIRD QUICK COUPLER MODEL 33 DRC o�1DJ. a apF y y � a w n D� NO. 2375 * EXP. 3-31-06 9TF Ofi Cp`\Fp� No. Date Revisions By Project IRRIGATION NOTES Country Club Drive A NOTE USED OWNER'S AUTHORIZED REPRESENTATIVE SHOULD BE Landscape Median INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT REGEIVCC) B ALL PRESSURE LINES SHALL BE TESTED FOR SIX HOURS IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, I mprovements UNDER HYDROSTATIC PRESSURE OF 125 PSI AND BE PROVEN THE IRRIGATION CONTRACTOR SHALL ASSUME FULL NO 15 2005 WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. EQUIPMENT FOR TEST. CfTY PALM CAS C ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO I INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN t'tl. ! v✓ORK:�OE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE OTHERWISE NOTED ON THE PLANS. DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER Owner: D THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM SWING JOINT AND VALVE ASSEMBLIES. OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND J IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR Cityof Palm Desert SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, THE IRRIGATION CONTRACTOR SHALL VERIFY 73-510 Fred Waring Drive CONNECTION. LOCATION OF WALLS, STRUCTURES EXISTING TREES AND UTILITIES. WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, These plans have been reviewed by the Coachella volley water Palm Desert, CA 92620 DISTRICT'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING District accordance with Water code Title Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS and irrigation design in cooperation with the local governing agency AND THE ACTUAL PRESSURE READING AT THE IRRIGATION (City or County) WORK WITH THE GENERAL CONTRACTOR AND OTHER POINT OF CONNECTION. IN THE EVENT PRESSURE SUB-CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE "Approval of this drawing t d U Staff does not constitute DIFFERENCES ARE NOT REPORTED PRIOR TO START OF INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER approval n encroach into permanent and USER Rights-of-Way. No CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL Trees, plants, warts end permanent structures of any d may not DrawntBy RUCTURES. _ ROADWAYS AND NEAR ST be planted or installed in CVWD and U R eosement r right-of-way of-wa without first obtainin ncr chm ermit from Y 9 Y P ME FULL RESPONSIBILITY FOR ANY REVISIONS , ASSUME CVWD. VOLZ Checked B . GENE YAMASAKI DAVIO Calculations for Low Water Use Plants Calculations for Moderate Water Use Plants y / NECESSARY. K DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT _ AUTOMATIC CONTROLLER BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE POC-A Estimated Water Use POC-A Estimated Water Use °ate��+�Qs Date : DECEMBER 29, 2005 E THE FINAL LOCATION OF THE U er Wage a upervis SHALL BE APPROVED BY THE OWNER'S AUTHORIZED INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE Spring Spring scale : As SHOWN REPRESENTATIVE PRIOR TO INSTALLATION. TO PREVENT DRAINAGE. DURING THE COURSE OF Development ervices Supervisor Drawing Title CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN 23.43 x .20 x 5,836 x .62 / 748 / .90 = 25.19 CCF 23.43 x .50 x 3,556 x .62 / 748 / .90 = 38.36 CCF F THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. ANTI-DRAIN AS REQUIRED AT ANY SPRINKLER SHOWING Summer Summer SHOWN WITHIN PAVED AREAS ARE FOR DESIGN SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN OPERATED FROM AN ON TO OFF POSITION. INSTALLATION 56.61 x .20 x 5,836 x ,62 / 748 / .90 = 60.85 CCF 56.61 x .50 x 3,556 x .62 / 748 / .90 = 92.69 CCF PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE Fall Fall AND QUICK COUPLING VALVES 6" TO 12 AWAY FROM WITHOUT ADDITIONAL COST TO THE DISTRICT. HARDSCAPE. 13.86 x .20 x 5,836 x .62 / 748 / .90 _ 14.90 CCF 13.86 x .50 x 3,556 x .62 i 748 / .90 = 22.69 CCF IRRIGATION 1 F�. G THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUSTTotal 100.94 CCF Total 153.74 CCF ECEI J Maximum Water Allowance Maximum Water Allowance PLANK ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. e 3 `3 93.90 x .60 x 5,836 x .62/ 748 = 263.74 CCF 93.90 x .60 x 3,556 x .62/ 748 = 166.06 CCF GRAPHIC SCALE ,�� Surplus = 162.80 CCF Surplus = 12.32 CCF 40 0 10 20 40 KOS% PT' H DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS R SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD C�u Drawing No THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES INC IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN (IN FEET) FORESEEN AND CONSIDERED IN THE ENGINEERING. THE I, V-3 SHEET 7 OF 13 LEGEND U1 RAINBIRD 100-PEB REMOTE CONTROL VALVE IN A VALVE BOX, O RAINBIRD 1408 BUBBLER. �- W/ACTUATOR MODEL LEMA 1521 S FOR RAINBIRD VALVE (BUBBLER) Landscape A r c h I t e c t u r a + Park Planning 3 PVC RISER - to Oil Coachella Valley Oflloe LEGEND SE SCH. 80 �� �Y A U2 RECTANGULAR�*•IVl Vill IfAfiION 0 1. FINISH GRADE. DOWN COVER. 17oeo Williford area,9uNa No 7eoeo Ltila t.atado 8 O PVC LATERAL PER PLAN. Faalwn Valley.cAe�x7oe Laawlra,cA tines 2. SCH 80 PVC PIPE f N0. ON LID IN 2" HIGH CHARACTERS. • -' PLAN 1S 13 1 2 3 4 1 9 Ir I I- Fax 7w'u4.oBeo Flat 7e0.ee4.0eea 3• DIG IRRIGATION PRODUCTS AC CONTROL ZONE, MODEL P39-100/75 I =t L O CHRISTY'S I.D.TAG - NUMBERED TO KT AT EON OF T AT EOOE OF OS TREE PIT PER PLANTING DETAILS. Pllolla 7e°•ee°•etee Phone 7e0.ee0.elee W/ACTUATOR U715DE.'L L1:1viA 152IDS FOR DIG VALVE (DRIP) =IIII�I - �,�I I I I= - MATCH DRAWINGS. uoor BALL ROOT BALL O6 FINISH GRADE 3 'I 13 1 11 - = 4 FINISH GRADE. 4. WIRE CONNECTOR. � ;� , �- o - 4. 4'�, - = 5 SCH 80 NIPPLE T.O.E. W SS PVC COUPLING , 10 _ / 2 7 TREE OR PALM ROOT BALL � 5 5. PILOT WIRE. �� ,, � +' I i IIII IIII` 6 PVC PIPE TO SYSTEM - ANGLE PIPE 2 O I, 15 TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 6 ® TREE OR PALM TRUNK 6. COMMON WIRE. 1 ,I �, ;f,-� ,I� 12 11 I�IIII 6 7 % '�+ 1� - - I 0 4 la I`� r�,r I 1 6 7 COMMON BRICK (4 REQUIRED). 7. 3/4' CRUSHED ROCK. - ,4�iU.1--.4-+ s.f ;: �r 1�I ;'' N ® COMMON WIRE TO OTHER VALVES ON 3" U9 SET ON UNDISTURBED NATIVE SOIL 8. PVC SxS 90 DEG. ELL. T-I 10 ,8 9 b°.e,Q: ° SAME CONTROLLER. I I M11 I 9. 12" x 18" RECTANGULAR VALVE BOX. TAN 8 1 ff y J ' '�' �° °' ° o'° 9 3/4" CRUSHED ROCK. 8" DEEP. -��---=1 0 BOX, (TAN) _ _ -- •-�- •,4 00 ° 00 0 ° ° o ° 6 10 CONTROL/COMMON WIRES FROM CONTROLLER. 3 I I 10. PVC UNION(THREADED) FOR SERVICING ASSEMBLY. r o �' a " s o 0 , �'1• 2 0 o I- 2 I' e y e o, g r',I s a 1 { +' 11 BALL VALVE 11, RECTANGULAR VALVE BOX W/GREEN BOLT v 4 eF, Q ? �y ` I 9 8 7 12 PVC SxS 90 DEG. ELL. _ DOWN COVER TURF AND TAN IN SHRUB BEDS _ HEAT BRAND VALVE STATION n- 6 SECTION 14 13 WIRE CONNECTOR. 5 NO. ON LID IN 2" HIGH CHARACTERS. 2" MIN. (TO BE WATER TIGHT) .5. '{f 12. FILTER It of 7 14 MAIN LINE FITTING W/SOLVENT WELD OUTLET. O 4 ; 13. COIL WIRE PER SPECIFICATIONS 15 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. 14 � O COIL WIRE PER SPECIFICATION • 15. PRESSURE REGULATOR 2 a ETI L 16. PVC MALE ADAPTOR * 2" IN SHRUB AREAS. ' ra 1" IN TURF AREAS. (4) 2" x 4" x 12" PRESSURE TREATED W000 FOR SUPPORT. 1 ik L ELECTRIC CONTROL VALVE (DRIP) N.T.S. H ELECTRIC CONTROLLER VALVE ( SHRUBS) N.T.S. D N.T,S. A TREE/PALM IRRIGATION N.T.S. City of Palm Desert PUBLIC WORKS DEPARTMENT 73-510 FRED WARING DRIVE PALM DESERT, CA 92260-2578 Telephone: (760) 346-0611 Fax: (760) 341-7098 LEGEND LEGEND 1. BROOKS #1100 10 x10 VALVE ALVE 1. ROUND VALVE BOX WITH TAN BOLT- BOX WITH TAN COVER 1. HARDSCAPE SURFACE. DOWN COVER,HEAT BRAND "BV" ON HEAT BRAND "FV" ON LID VALVE BOX COVER IN 2" HIGH LETTERS. IN 2" HIGH CHARACTERS. 2. CLEAN BACKFILL AS REQUIRED, 1 TO BE SET IN 6" LIFTS. REFER TO BV FV I 2. FINISH GRADE. 2. FINISH GRADE, SPECIFICATIONS FOR SPECIFIC 2 3. CHRISTY'S I.D. TAG. (SEE NOTES). MATERIAL AND Q `' I < [ REQUIREMENTS. COMPACTION 3. BRASS BODIED BALL VALVE- FULL PORT PLAN ( 4. 3/4" CRUSHED ROCK. 6" DEPTH. (A 2 3. CLEAN SAND. 4. SCH. 40 PVC PIPE EXTENSION, DIA. TO ALLOW Y?w LAI. III FOR MOVEMENT OF HANDLE ON VALVE 5. DIG MODEL 18-038 3/4 AUTOMATIC FLUSH Q-LLJ 4. PRESSURE MAIN LINE WITH SLEEVE. LENGTH AS REQUIRED. 6. PVC SCH. 40 MALE ADAPTER �~ * _ - 1 2 mil/) 5. LATERAL LINE WITH SLEEVE. IIII 5. 3/4" CRUSHED ROCK - 8" DEPTH. 7. SALCO A R FLEXIBLE PVC HOSE =mow 3 5 3 MINIMUM 3 FOOT LENGTH �o ow 3 6. CONTROL WIRES & COMPUTER 6. COMMON BRICK (2 REQUIRED). wZzo HARDWARE WIRE SLEEVE. 0o a�• 0 7. SCH. 80 NIPPLE TOE W/SS PVC COUPLING * 8. SCH 40 - 90 DEGREE ELBOW. 025_t q 6 ° ° ° p0 " _ _ _ 9. RIGID PVC PIPE. �d •o. _ _ 0 00 00 0 �° N 0 4 8. 2 CLEARANCE. 7 °8a •° 0 00 ° ° ��•°�••� III-IIII-IIII-ill - •�• ' 9. PVC MAIN LINE PIPE. 7 6 NOTES: * 3�4" IN TURF AREAS. 1" IN LAWN AREAS. N U ALL SLEEVES TO BE PVC. SCH. 80 AND o 0 8 2 IN SHRUB AREAS. 6 .r / 2" IN SHRUB AREAS. �" TWICE THE DIA. OF THE WORKING PIPE. IF 9 090 ' O86-0 ole ,.., •+ '`� - NOTE: USE TEFLON TAPE ON ALL MALE ALL SLEEVES TO RUN A MIN. OF 12" BEYOND $o;ooc- 88 �8o°�e8o "•'�J $ i,, <.,`.>rg. �"---�1 PIPE THREADS. HARDSCAPE EDGES. SECTION °o •o _ CLEAN BACKFILL MAY BE SUBSTITUTED FOR SAND UNDER WALKS AND DRIVES. 140a 4133 i UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION BALL VALVE ASSEMBLY N.T.S. E END SELF- FLUSHING VALVE N.T.S. B S L E E V I N G DIFFERENT FROM THAT WHICH T SHOWN ON THE PLANS OR IN N.T.S. THE SPECIAL PROVISIONS. THE CONTRACTOR SMALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, BEFORE EXCAVATING. THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(800) 422-4133 J\D J. k q�1 LEGEND 4 Q BROOKS ECONOMY VALVE BOX COLOR �""'" a NO. 2375 12" MAX. GREEN IN TURF AND TAN IN SHRUB BEDS . OC � 8 �* EXP. 3-31-06 12 z X 1 2 HEAT BRAND "QCV" ON LID IN 2" HIGH . '�, S 6" MIN. CHARACTERS. . �� ` �TF OF' CA�`�O� • ^a � FINISH GRADE. ~" LEGEND 3� CHRISTY'S I.D. TAG. " II=IIII-IIII=IIII= a III- O 3/4" CRUSHED ROCK. 6" DEPTH. 01. ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. _=I I(I= IIII 3 ' No. Date Revisions By 5 SCHEDULE 80 PVC NIPPLE 2, BACKBONE LATERAL - PVC CLASS 200 PIPE. 11 3. FLUSH VALVE. SEE DETAIL C THIS SHEET 6 SCH 80 PVC 90 DEG. ELL. C+� (D CO - - t"'•'•� f•'� 4 (�7 MAIN LINE PIPING. -�--- 3 4. DRIP LATERAL - PVC CLASS 315 PIPE. - i A Yw. .rws tit0- D (D C) D (JD9 10 C9�.� 8 MAIN LINE FITTING. / 5. BOUNDARY FOR GRIP VALVE ZONE. 5 6. SHRUB EMITTER DETAIL (TYPICAL). - 0 ( `y 9 BRASS 90 DEG. STREET ELL � - E--� 0 / 7. MAINLINE 10 BRASS NIPPLE - 6" LONG. 2 8. DRIP ZONE - -LO � 11 QUICK COUPLING VALVE. &-- / - - 12 WALK OR CURB. r�� ` * 0 1" IN LAWN AREAS. ' - 8 7 2" IN SHRUB AREAS. - NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. Project Country Club Drive Landscape Median J QUICK COUPLING VALVE N.T.S. I DRIP ZONE (EXAMPLE ONLY) N.T.S. Improvements 2 DEC 15 2905 Owner: 3 �,q�Y =SET 02 �1'1 City of Palm Desert N 73-510 Fred Waring Drive These plans have been reviewed by the Coachella Valley Water Palm Desert CA 92620 NOTE: District in accordance with Water code Title 7, Division 1, Chapter ' - 4 3, Article 10.8. Section 65597 et seq. requiring efficient landscape - I Z and irrigation design in cooperation with the local governing agency - I 5 1. ALL PLASTIC PIPING TO BE SNAKED (City or County) -_ - IN TRENCHES ( i y C y) - 6 "Approval of this drawing by CVWD Staff does not constitute N 2. BUNDLE AND TAPE WIRING AT 10' approval to encroach into district and USER Rights-of-Woy. 0 INTERVALS Trees, plants, walls and permanent structures of any kind may not Project No be planted or installed in CVWD and US easements or Drawn By : 8 right-of-way without first obtainin croach ent it from - 3. TIE A LOOSE F LOOP IN WIRING CVWD, y g Checked By : GENE YAMASAKI / DAVID VOLZ g � 3 AT CHANGE OF DIRECTION GREATER ' w' THAN 30 UNTIE ALL LOOPS AFTER Date dS Date : DECEMBER 29 2005 ALL CONNECTIONS HAVE BEEN MADE Wa men ervisor Scale : AS SHOWN 4 4. INSTALL ALL CONTROL WIRE ON THE - - e -�--- UNDERSIDE OF THE MAIN LINE PIPE Dev opment S r ices Supervisor Drawing Title 5 5. SEE IRRIGATION SPECIFICATIONS U1 SIDEWALK OR CURB © PVC SCH TEE OR ELL NOTE: FOR BACKFILL AND COMPACTION REQUIREMENTS ® FOR NOZZLE SPECS SEE Q NOT USED 1. INSTALL BUBBLER HEADS LEGEND 6" MIN IRRIGATION LEGEND ADJACENT TO ROOTBALL 6. PIPE DEPTH FOR 2\" DIA. AND ® PVC SCH TEE OR ELL FOR PROPER COVERAGE 1. FINISH GRADE LARGER SHALL BE 24" FINISH GRADE/TOP OF OF PLANT MATERIAL IN IRRI GA TI DN DECOMPOSED GRANITE ® PVC SCH 40 ELL TREE WELL. 2. SLEEVE (IF REQUIRED) 7. PIPE DEPTH FOR 2" DIA. AND ® UV RADIATION RESISTANT PVC 3. LATERAL LINE SMALLER SHALL BE 18" ECE! JEf . SCH 80 NIPPLE (LENGTH AS 2. LOCATE EMITTERS ON HIGH SIDE DETAILS ' OF SHRUBS 6"-12" AWAY FROM 4 MAINLINE OR SLEEVE REQUIRED) ROOT BALL. 8. PIPE DEPTH FOR NON-PRESSURE O PVC SCH STREET OR ELL 5. CONTROL WIRE LATERAL LINES SHALL BE 12 JUL 0 3 - UB 6 YV A DEP I P Drawing No V-4 K NOZZLE ON RISER N.T.S. G TRENCHING N.T.S. C SHEET 8 OF 1 3 i City of Palm Desert Wider Calcul ad an Chofft SCHEDULING Job Number: Landscape Architecture + Park Planning j Corporate 018oe Coachella Valley Office Controller Identification: Controllerl - Controller for new medians 77060 ei"ha"BOiau 8uM 300 78M come Ei- ' Fountain Vall",CA 9270e La QukNa,CA 9221i8 Program: A JAN FES MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Ph" 7eo.M:s011e FP ona 6D.M.55e° assasasa.ssas.assaasaarassarasa.sass.as as asses..assasas=.a..as.asas�sas.�asas.asasasasasa..as.sa.sees.sasassasass.seas.asses.asassassasasassasasasassssas�assassa.ss ire Eto er Adj. Total Canuwsion Faofcrs Tonal Cycles Per Day: 1 1 1 1 1 2 1 1 1 1 1 1 Fact or $ . t. 0.$2 748 hrllliVA Days To Skip: 77 0.8 0 0.02 748 0 Days To Irrigate: 7 7 7 7 7 7 7 7 7 7 7 7 2 74.15 0.5 0 0,02 748 0 Station 3 88 0.5 0 0,02 748 0 Minutes Per Cycle (mm:ss): 17:40 36:02 45:34 73:59 79:02 50:55 91:07 84:37 80:42 56:43 25:56 16:44 4 89.E 0.75 .30.850 0,02 748 1720.1503Precipitation Rate: O.fi Description or Location: Bubblers -Palms and Trees-Al Total Flow of Valve (GPM): 32 Si11. am Footana CaIculatiQFie Station3 ------•- �^-•- Minutes Per Cycle (mm:ss): 17:40 36:02 45:34 73:59 79:02 50:55 91:07 84:37 80:42 56:43 25:56 16:44 Tree Soh Square cart Precipitation Rate: 0.6 M TurfSgnrla foa!t 0 Description or Location: Bubblers -Palms and Trees-A3 T,�� 30,86101 � Total Flow Of Valve (GPM): 32 � T Toni S .Ft C abG I 'DIIG 214415 of Stations TdtA Numbar o1plams 792 Minutes Per Cycle (mm:ss): 17:40 36:02 45:34 73:59 79:02 50:55 91:07 84:37 80:42 56:43 25:56 16:44 Precipitation Rate: 0.6 Mlurrtrnr of I arf� weator use 4+E, ofTtei�I La ndms� �an r* F�m Description or Location: Bubblers -Palms and Trees-A5 3 r Total Flow of Valve (GPM): 32 � Later +� 0.9 1 24703.905 L.a 1od J 0.0010 0.1000 Program: B JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC � �x>aasxs=ssszs:asaasaeasssasssaeasa:aaaaaQz==ssaassaxsssssaaaasssaams:sszasa>sass::asseas:asssaax:saazs=:sassxs:sxssss=aaase � mad ��yy.098 3W9.242 lJ Cycles Per Day. 1 1 1 1 1 1 1 1 1 1 1 1 mod1hi try 0 0.000 0. 0 Days To Skip: 19 9 7 4 3 4 5 5 5 5 13 20 I�akrtr> s . �. + ' i. Station2 City of Palm D e s e rt Ivry. "rnod t rye Q. $0`.3� � 0,064 1�+ �•4� PUBLIC WORKS DEPARTMENT Minutes Per Cycle (mm:ss): 50:28 51:28 52:04 52:51 45:10 72:45 78:06 72:31 69:11 48:37 51:53 50:13 mocltrel=s ��; � Precipitation Rate: O.fi 73-5 t�igh tr$es '10 0.01 :3389.040 PALM DESERT, CA FRED WAKING DRIVE 92260-2578 Description or Location. Shrubs-A2 Total Flow of Valve (GPM): 23 `760) total 792 Telephone: 346-0611 Fax: (760) 341-7098 Station4 Minutes Per Cycle (mm:ss): 50:28 51:28 52:04 52:51 45:10 72:45 78:06 72:31 69:11 48:37 51:53 50:13 Precipitation Rate: 0.6 Description or Location: Shrubs-A4 . Total Flow of Valve {GPM): 23 RI at-ilA ni "ten rn T uorre In: E�it'. AM" se ala c►nsl R I er•rt f ye o t cr. 5heubslTree 0 'P 4 a_ i 24703.55 LCri11r Station6 al!ee 61 7-h1 of M pin it A Pe a Co 1 u en be Facb rs EN host d Minutes Per Cycle (mm:ss): 50:28 51:28 52:04 52:51 45:10 72:45 78:06 72:31 69:11 48:37 51:53 50:13 ale FMciGr s ,ft ar62 7#8 rrl Lf7. min Lvr Precipitation Rate: 0.6 Description or Location: Shrubs-A6 sc r11!2 18.90 0.22 24703.M u mz its 0.0 05.05 Total Flow of Valve (GPM): 23 re rnme r 54.57 0.33 24703.M 0 mz its 0.0 411 .� FaII-0111cr 1 15.86 1 0.24 1 247M,5@ 042 1 74a 1 0,$ $0•00 NOTE: THIS IRRIGATION SCHEDULE IS MEANT TO BE USED AS A GUIDELINE ONLY, TOTAL 39-4 AND DOES NOT TAKE THE PLACE OF PROPER, ONGOING SYSTEM MANAGEMENT. DIFFERING SITE AND CLIMATIC CONDITIONS MAY REQUIRE ADJUSTMENTS PI ardA wi mAon T -- Irr- Eff_ Area So va on sil, PI ant Factor: NOT REFLECTED IN THIS SCHEDULE ShmubrUTree 9-9 1 3039.2421 3 Mated $eMoe Z 1iA Etg Piaet re Oaeuen bo Fact:)its Ekrim at!d �l'ate I�ebr ft 0.152 768 Itrl Erf. 0" P Mile BDrha 18.99 O.SB 0039.2+42 n 62 US 0.9 30.83 i Be mme r 54-67 0.59 3C39.242 n zz 7 6 S 0.9 09.m Fla,I1-01111 r 1 .0$ 0.50 3039.242 n 16:2 768 91 2.57 TOTAL 2 COACHELLA VALLEY WATER DISTRICT WATER CALCULATIONS 1M4224133 PI ardA Ilri w6on Sydem T 2bne Irr_ EfiF Area se as onal RI snit r-actor' Calculations for Low Water Use Plants Calculations for Moderate Water Use Plants SEx�I��But7 � ,. Il_?� B�.I&45 �1 _ L1dw Se IN o 1 zbM29 Eno Pia 1 t A re a Cho-1 v am lo-e F n c 1e rs g irn at d POC-A Estimated Water Use POC-A Estimated Water Use vaYe Facionr sq.ft ad;7 its tri I". Misr Us Spring spring ap rb0 14.95 022 !389.Na a a7 168 0.75 1 .42 23.43 x .20 x 5,836 x .62 / 748 / .90 = 25.19 CCF 23.43 x .50 x 3,556 x .62 / 748 / .90 = 38.36 CCF Be min e r 54.E 0.33 !@.0Q. a A2 7613 0.75 7.E0 Summer Summer Fa II-Mule t r 15.1$$ 0.24 O89.W a 162 1 Till 1 0.75 1 .$4 56.61 x .20 x 5,836 x .62 / 748 / .90= 60.85 CCF 56.61 x .50,x 3,556 x .62 / 748 / .90 = 92.69 CCF TOTAIL. 101. 5 Fall Fall PI arm ni swoon rn T Zom In: Eft: IArea Se ail oral Plant Notor; 13.86 x .20 x 5,836 x .62 / 748 /.90_ 14.90 CCF 13.86 x .50 x 3,556 x .62 / 748 / .90 = 22.69 CCF �75 :1 $ Total= 100.94 CCF Total = 153.74 CCF $e ea a 1 ,�� Ertl Ptl 1 t A Pe a oa 111 e r� Ise F a C b 15 g"Mail d Maximum Water Allowance Maximum Water Allowance 93.90 x .60 x 5,836 x .62/ 748 = 263.74 CCF 93.90 x .60 x 3,556 x .62/ 748 = 166.06 CCF Vale to cta r s a,f t o Az its irk Off. me a r Lh3 a d' sp rill9 11S.� 0.4 002.3W o Az 7}$ 0.75 5.55 Surplus = 162.80 CCF Surplus = 12.32 CCF re rnme r 54.87 0.40 652.3M o mz its 0.75 18.46 f Off. 3-31-©A iAr Ra I1-011 is r '15.60 0.411 �2.3:3� 9.43 143 0.75 4.70 �•� TDTAL.. - No. Date Re4slons By PI antA Sri gibon Sy4em T - Zone Ilrr_ E•ff: Area SB ae anal P I alnt Fa o t or: - - 0.73 1 11575.40 1 3 raw - - e as a e pnA Et4 Pie e t *re a 1339 IR 111im at d Ara Ie FaCbr zd.ft a162 7613 rrt erf. mt r List - - B'D rsa 15.85 0_:5B 11575.48 0 A2 7 t8 0.9 14.19 - - al rnme r 46.21 0.59 1875.48 0 S2 its 0.9 41 .36 Ps I I-wlu 1e r 12.54 0.59 1675.4E 0162 768 0.9 11 .22 - - TOTAL IGG-77 - - PI ar*A ni gfffion Ryjtm T K,nne Irr- Eff. Area se&a on&i PI alnt F=ectcr prayNub 0.75 1 299.640 it Project !iiem01 ZYIN Eto Putt APea 041uam IO•e Fac1Gm 01sm Ole a vakE Pacbr sq.ft 0A7 its trt LWf. t�it!r Llse Country Club Drive Sp rb 9 19 O.EE !389.M. a A7 7 i S U.9 4.04 = Landscape Median 5e Min e r 40•21 0•!B 009•UQ 0a2 768 0.9 9.02 OLC i J L'�t]J Improvements M I I-VJ11 t r 12.64 0.0 389.OQ a J67 7 t 13 0,� 2.70 GtTY PALM^" RT TAT rt� _ vrbr�lM-. �irr Total Esfimated Water Use 639.47 Owner: City of Palm Desert 73-510 Fred Waring Drive Then plans � b«n � by the Coachella vaosy wester Palm Desert, CA 92620 0latrict in accordance with water code Title 7, 0ivision 1. Chapter 3. Made 10A. Section SS587 et asp. requiring efRdent landscape and Irrigation design in cooperation with the local governing agency (City or County) Approval of this drawing by CM Staff does not constitute approM to enact into dstrict and USER Rights-of-Way. Trees, plants, walls and permanent structures of any may not Project No be planted or installed in CVW0 and easemen or Drawn By right-of-way without first obtaining from Cam•1/h CIA Checked By : GENE YAMASAKI / DAVID VOLZ sr SpsadaBst Date : DECEMBER 29 2005 Scale : AS SHOWN Dewlappment services Supsnrisor Drawing Title IRRIGATIUNRECEIvEO SCHEDULE jUL e 31,M6 "fir DPT Drawing No V-5 SHEEP 9 OF 1 2 1 - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - _ _ _ _ 1 Kirk -t'~ Landscape Architecture + Park Planning cc 1 170W ewhot suety,suns soo 790E0 call Coachella �y OMIc• -" J Founuh Valley,CA 0270E Ls Qukft CA RM I 1 Fox 780.ee4.03E0 Fox 700.EE4.09E0 Phone 700.EE0.EIEE Phone 7EO.EE0.61EE 1= o '+ COUNTRY CLUB DRIVE ''- ------�_ �- 0 WIN --___ 181W 18"W 181W 181W 18"W 181w -``�-- l 6"G 6"G 6"G 6"G 6„G B' ---__ 18'W s"G 1 � � 6«G 6«G 6«G w J �U + J \1/L x x m = _ _ IK ® Z 1 y HC I LIN I R PRA ; F0o 11+00 12+00 1 6"G 6"G 6"G 6"G 6"G 6«�3+00 14+00 s.,G 15+00 1 ■ 6"G 6"G 6«G 1 E E E E E 1 E E E E EI 1 City of Palm Desert PUBLIC WORKS DEPARTMENT 1 73-510 FRED WARING DRIVE PALM DESERT, CA 92260-2578 a Telephone: (760) 346-0611 Fax: (760) 341-7098 Al ,,�" V C. Ku UJ 1 1 1 LLJ 1 L j col 1 � 1 i co co 1042MI33 1 IN 1Q 18'W 181W 18"W 181W 181W 181Ny 18"yy 18"W 6"G 6"G 6"G 6"G ('.QJ 1AI Y o f I/F ,g"yy 1 �/� UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA TR l�«�1�?I 1 6"G 6"G 6"G 6"G 6„ �/'yy�«� ATTENTION IS DIRECTED T4 THE POSSIBLE EXISTENCE OF G '� W LOCATIONUNDERGROUND FACILITIES NOT KNOWN OR IN A DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, 1 1 UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY _ �" BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE •�, W X ° 4b tx I� /I = II aw `11 / - - 1 UN ERGROUND SERVICE ALERT AT 113--(80)0422-41133 J Q � O O p 4 O "� _ . I F . 4a ° O . - - - Nasc Ap�►- e Qe ° 1 ��OO�\o U • ACA ANE H IN ACA ANE ; �a NO. 2375 # EXP. 3-31-06 1 6" 16+00 17+00 18+00 6G 6"G 6«G + I 1 s1g1 G 6"G " 20+00 1 s"G 6«G 6„G 21+4 F of E E E CA��Fo 1 E 6«G 6"G 1 E 1 E E E E E No. Date Revisions B 1 1 y 1 - - 1 - ACCENTS QUANTITIES -PLANTLEGEND (SHEETS LP-1, SYMBOL BOTANICAL NAME COMMON NAME WU PF LP-2 & LP-3) SIZE REMARKS j QUANTITIES AGAVE AMERICANA CENTURY PLANT LOW 0.2 22 5 GAL. - - TREES (SHEETS LP-1, AGAVE BOVICORNUTA COWSHORN AGAVE LOW 0.2 14 1 GAL. - - KEY BOTANICAL NAME COMMON NAME WU PF LP-2 & LP-3) SIZE REMARKS AGAVE PARRYI PARRY'S AGAVE LOW 0.2 48 1 GAL. Project O AGAVE VILMORINIANA OCTOPUS AGAVE LOW 0.2 16 5 GAL.+O ALOE BARBADENSIS ALOE VERA LOW 0.2 24 5 GAL. Country Club Drive TREE SYMBOL TYPICAL ACA ANE ACACIA ANEURA MULGA TREE LOW 0.2 3 36" BOX SINGLE HESPERALOE PARVIFLORA RED YUCCA LOW 0.2 35 5 GAL. \\I/� � YUCCA RECURVIFOLIA PENDULOUS YUCCA LOW 0.2 21 5 GAL. Landscape Median MINIMUM OF SEVEN (7) CANES. EACH CANE TO BE -°C�V [«J C R PRA CERCIDIUM PRAECOX SONORAN PALO VERDE LOW 0.2 4 36" BOX SINGLE, LOW BRANCHING ,� FOUQUIERIA SPLENDENS OCOTILLO LOW 0.2 4 MINIMUM OF 7' - 10"' HEIGHT. DEC + r _ 1 rnprovementS © /I\ II DASYLIRION WHEERLERI DESERT SPOON LOW 0.2 11 5 GAL. J <<�OJ LIN CHILQPSIS LINEARIS DESERT WILLOW Moo 0.5 4 36" BOX SINGLE fib + �PALn HESPERALOE PARVIFLORAYELLOWr""'GRT HI YELLOW HESPERALOE LOW 0.2 22 5 GAL. QcvraR:r� :r� YUCCA ROSTRATA BEAKED YUCCA LOW 0.2 16 5 GAL. (SEE TREE KEY)OLN TES OLNEYA TESOTA DESERT IRONWOOD LOW 0.2 36" BOX SINGLE SHRUBS & GROUND COVERS QUANTITIES Owner: (SHEETS LP-1, SYMBOL BOTANICAL NAME COMMON NAME WU PF LP-2 & LP-3) SIZE REMARKS City of Palm Desert PALMS 73-510 Fred Waring Drive SYMBOL BOTANICAL NAME COMMON NAME WU PF QTY. SIZE REMARKS LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA MOD 0.5 11 5 GAL These plans have been reviewed by the Coachella Valley Water Palm Desert CA 92620 .0 District in accordance with Water code Title 7, Division 1, Chapter GOSSYPIUM HARKNESSII SAN MARCOS HIBISCUS LOW 0.2 37 5 GAL, 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency WASHINGTONIA 'HYBRID' CALIFORNIA FAN PAN HIGH 0.5 18 8 FT. BTH 14" CALIPER Cat 4 FT. BTH ❑ CAESALPINIA GILLIESII YELLOW BIRD OF PARADISE MOD 0.5 16 5 GAL. (City or County) G � CAESALP)N)A PULCHERR)MA RED BIRD OF PARADISE MOD 0.5 14 5 GAL. "Approval of this drawing by CVWD Staff does not constitutej opprovaf to encroach into district and USER Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not Project No p BRAHEA ARMATA MEXICAN BLUE PALM LOW/MOD 0.2 13 18" MIN. BTH ./)} CUPHEA LLAVEA BAT-FACED CUPHEA LOW 0.2 12 1 GAL. be planted or installed in CVWD and USBR easements or Drawn By right-of-way without first obtaining a ncroa hme nt permit from O BAILEYA MULTIRADIATA DESERT MARIGOLD LOW 0.2 79 1 GAL. CVWD. .i ��� �/�/� - Checked By : GENE YAMASAKI / DAVID VOLZ ® ASCLEPIAS SUBULATA DESERT MILKWEED LOW 0.2 57 5 GAL. Date '_D.S Ovate Management e- r -- Date : DECEMBER 29 2005 PENSTEMON EATONII FIRECRACKER PENSTEMON MOD 0.5 49 1 GAL. _ Scale : AS SHOWN PENSTEMON SUPERBUS SUPERB PENSTEMON MOD 0.5 8 1 GAL. Developm Services Supervisor Drawing Title a HYPTIS EMORYI DESERT LAVENDER LOW 0.2 6 5 GAL. m VERBENA RIGIDA SANDPAPER VERBENA MOD 0.5 22 1 GAL. m OPUNTIA BASILARIS BEAVERTAIL PRICKLY PEAR LOW 0.2 14 1 GAL. PLANTING PLAN RECEIVED BOUGAINVILLEA 'MONKA' 00-LA-LA BOUGAINVILLEA MOD 0.5 2 5 GAL. (MONROVIA NURSERY PLANT jUL 03 , .;, 3 PATENT #6959) GRAPHIC SCALE p K$� ? � CORDIA BOISSIERI TEXAS OLIVE LOW 0.2 3 15 GAL. � 20 0 10 20 40 WPA • - CORDIA PARVIFOLIA LITTLE LEAF CORDIA LOW 0.2 10 15 GAL. N11r Drawing No v !N FEET IwoEUPHORBIA RIGIDA NCN MOD 0.5 26 15 GAL. SCALE.' 1'=20' LP- 1 SHEET 10 OF 13 1 W ` LJlJU7bJMai ��m Landscape Architecture + Park Planning 1 ax I Corporate Office Coachella Valley Office 170E0 BuNuro street,sulb 300 78M Cole ENado l 1 Fountain Valley,CA 0270E La Qukea.CA 922E3 1 _ _ - - - - - _ - - 1 Fax 780.EE4.0300 Fax M.Ee4.03E0 'J 1 Phone 7e0.EE0.E11e8 Phone 7e0.E80.E1W cc Z �1 � l� ZV 1 tW- �' I `n L=9. if - - - - - - - - ' + N1 QI IQ V31 1 CJS 77 COUNTRY CLUB DRIVE lcaw LL,1 ;z 1 6"G 6', G 6.,G 6„G 6„G �► 60'G 6"G g-r, g„G I j *' 1 + - - - - - - o _ 1 1 41 , 1 O 0 1 1 1 1 City of Palm Desert I"00 22+00 23+00 24+00 25+00 26,F00 R PRA 1 PUBLIC WORKS DEPARTMENT I 6'G 6"G 6'G 6"G 6"G 6"G 6"G 6,.G 6"G 1 73-510 FRED WARING DRIVE 1 E E E E 1 PALM DESERT, CA 92260-2578 1 E E E E c I Tel Fa on(760) 341 7098611 ■ Ar � * , LU w 4� r , 1 1 . 1 1 M 1 ZI - - - -- - - - - - - - - - - - - - I1LJ C/) 1 _ _ IZ 1 �h C, I 10 � 1 + COUNTRY CLUB DRIVE I `YN 1-�A� L g"G 6"G 6„G 6-9G 6"G 6"G 6„G 6'G " I 'DW'�LL � QI CER P A 6G tl � V3 I ; Ow w • "'�V 1 i vl • . . I • o 0 0o q® m o oID • . O • c 1 O I .+ 0/ �`al/T • (� r y •O• 1 UNDERGROUND RW T F F I _ O ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF + /�/� o = Q /� - - - _ I R IN LL� ( UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION mO -+ o _ `� m . •: • • • m n ® -I- -�- - 1 1'� THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE + + m • ' ❑ O STEPS TO ASCERTAIN THE EX DIFFERENT FROM THAT WHICH IS ACT OOCATION THE N�OFOALL 1 - � UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY h+ 1 DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING OLN TES 1 UNDERGROUND SERVICE ALERT AT 1-(800) 422-4133 1 HI LIN ACA ANE HI IN 1 1 + 1 27 00 28+00 g�G 29 0 ( 1 6 G 6% 6"G 6„G 0 30+00 6 G 31+00 32+�1 \1 NDSCA ., „ E E E p� 6 G 6G g" gl � G F. p J. q Q' P�� O� 1 E E E E E n 1 1 1 � N0. 2375 '1 � 1 , # EXP. 3-3.1-06 >Ar Q- ��TF OF CAt-ZE04♦ No. Date Revisions By ACCENTS QUANTITIES - - PLA N T L EG END (SHEETS LP-1, - SYMBOL BOTANICAL NAME COMMON NAME WU PF LP-2 & LP-3) SIZE REMARKS - TREES QUANTITIES AGAVE AMERICANA CENTURY PLANT LOW 0.2 22 5 GAL. - - (SHEETS LP-1, AGAVE BOVICORNUTA COWSHORN AGAVE LOW 0.2 14 1 GAL. KEY BOTANICAL NAME COMMON NAME WU PF LP-2 & LP-3) SIZE REMARKS AGAVE PARRYI PARRY'S AGAVE LOW 0.2 48 1 GAL. - - �O AGAVE VILMORINiANA OCTOPUS AGAVE LOW 0.2 16 5 GAL. - - +� ALOE BARBADENSIS ALOE VERA LOW 0.2 24 5 GAL. TREE SYMBOL TYPICAL ACA ANE ACACIA ANEURA MULGA TREE LOW 0.2 3 36" BOX SINGLE HESPERALOE PARVIFLORA RED YUCCA LOW 0.2 35 5 GAL. Project Vi\ YUCCA RECURVIFOLIA PENDULOUS YUCCA LOW 0.2 21 5 GAL. Country Club Drive " FOUQUIERIA SPLENDENS OCOTILLO LOW 0.2 4 MINIMUM OF SEVEN (7) CANES. EACH CANE TO BE CER PRA CERCIDIUM PRAECOX SONORAN PALO VERDE LOW 0.2 4 36 BOX SINGLE, LOW BRANCHING / \. MINIMUM OF 7' - 10"' HEIGHT. O /I`\ II DASYLIRION WHEERLERI DESERT SPOON LOW 0.2 11 5 GAL. Landscape Median L 9 lui� CHI LIN CHILOPSIS LINEARIS DESERT WILLOW MOD o.s 4 36 BOX SINGLE „ HESPERALOE PARVIFLORA 'YELLOW YELLOW HESPERALOE LOW 0.2 22 5 GAL. Improvements O YUCCA ROSTRATA BEAKED YUCCA LOW 0.2 16 5 GAL. QCL J )OJ (SEE TREE KEY)OLN TES OLNEYA TESOTA DESERT IRONWOOD LOW 0.2 3 36" BOX SINGLE c p�PALM�^a rrn,t lC Y10k rrj�i SHRUBS & GROUND COVERS QUANTITIES (SHEETS LP-1, SYMBOL BOTANICAL NAME COMMON NAME WU PF LP-2 & LP-3) SIZE REMARKS PALMS Owner: SYMBOL BOTANICAL NAME COMMON NAME WU PF QTY. SIZE REMARKS LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA MOD 0.5 11 5 GAL. City of Palm Desert GOSSYPIUM HARKNESSII SAN MARCOS HIBISCUS LOW 0.2 37 5 GAL. 73-510 Fred Waring Drive WASHINGTONIA 'HYBRID' CALIFORNIA FAN PAN HIGH 0.5 18 8 FT, BTH 14" CALIPER ® 4 FT. BTH ( O ► CAESALPINIA GILLIESII YELLOW BIRD OF PARADISE MOD 0.5 16 5 GAL. These plans hove been reviewed by the Coachella Valley Water Palm Desert CA 92620 J/ District in accordance with Water code Title 7, Division 1, Chapter O CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE MOD 0.5 14 5 GAL. 3, Article 10.8. Section 65597 et seq, requiring efficient landscape and irrigation design in cooperation with the local governing agency o BRAHEA ARMATA MEXICAN BLUE PALM LOW/MOD 0.2 13 18" MIN. BTH • CUPHEA LLAVEA BAT-FACED CUPHEA LOW 0.2 12 1 GAL. (City or County) "Approval of this drawing by CVWD Staff does not constitute O BAILEYA MULTIRADIATA DESERT MARIGOLD LOW 0.2 79 1 GAL. approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not Proiect No be planted or installed in CVWD and U easements or � ASCLEPIAS SUBULATA DESERT MILKWEED LOW 0.2 57 5 GAL. right-of-way without first obtaining crow t erm' fr Drawn By PENSTEMON EATONII FIRECRACKER PENSTEMON MOD 0.5 49 1 GAL. C`WD // Checked By : GENE YAMASAKI / DAMD VOLZ Q PENSTEMON SUPERBUS SUPERB PENSTEMON MOD 0.5 8 1 GAL. Datez+!K-�V5 Water---Manage a- Su---isor--- Date : DECEMBER 29 2005 Scale : AS SHOWN ( � ) HYPTIS EMORYI DESERT LAVENDER LOW 0.2 6 5 GAL, '66evelopmAt Services Supervisor Drawing Title [D VERBENA RIGIDA SANDPAPER VERBENA MOD 0.5 22 1 GAL. ® OPUNTIA BASILARIS BEAVERTAIL PRICKLY PEAR LOW 0.2 14 1 GAL. BOUGAINVILLEA 'MONKA' 00-LA-LA BOUGAINVILLEA MOD 0.5 2 5 GAL. (MONROVIA NURSERY PLANT PLANTING PATENT #6959) PLA&"ECE1 ,Tr' � CORDIA BOISSIERI TEXAS OLIVE LOW 0.2 3 15 GAL. ti-�-: GRAPHIC SCALE JUL 0 3 • - CORDIA PARVIFOLIA LITTLE LEAF CORDIA LOW 0.2 10 15 GAL. ' 20 0 10 20 40 EUPHORBIA RIGIDA NCN MOD 0.5 26 15 GAL. QDrawing No (IN FEET) SCALE. 1"=20' L P-2 SHEET 11 OF 13 .ram Landscape Architecture * Park Planning Corporate Omoe Coachella Valley Office 17050 B chard SOW,SUN*300 78060 calls Estsdo Founfyln Vsbsy,CA 92700 La Quints,CA=5FOX M.M4.4M3 Fax 700-M4.V1169 J I Pone 760.580 5165 Phone 760.580.5165 w 'r d 6„G 6"G 6„G �r� Qr- C MTRY CLUB DRIVE 6"G Z a ❑ �.J m ❑ ® x x W ❑ ( x o ova o • � + Jf b. t�r"L y+ f '�1 I I � ❑ r� � .NJ fS�t T� p O E: OLN TES •' ` = k 0G 33+00 + 6"G 6„G 34 �� 35+00 8„G 6"G g„G 6"G 36 6"G E 00 E ■ E E E E E E City of P a I m Desert PUBLIC WORKS DEPARTMENT 73-510 FRED WARING DRIVE :X PALM DESERT, CA 92260-2578 t Telephone: (760) 346-0611 Fax: (760) 341-7098 p� r� P LAN TLEGEND ACCENTSQUANTITIES (SHEETS LP-1, w... SYMBOL BOTANICAL NAME COMMON NAME WU PF LP-2 & LP-3) SIZE REMARKS TREES QUANTITIES � AGAVE AMERICANA CENTURY PLANT LOW 0.2 22 5 GAL. KEY BOTANICAL NAME COMMON NAME WU PF (SHEETS LP-1,LP-2 & LP-3) SIZE REMARKS AGAVE BOVICORNUTA COWSHORN AGAVE LOW 0.2 14 1 GAL. > AGAVE PARRYI PARRY'S AGAVE LOW 0.2 48 1 GAL. �o AGAVE VILMORINIANA OCTOPUS AGAVE LOW 0.2 16 5 GAL. �+ ALOE BARBADENSIS ALOE VERA LOW 0.2 24 5 GAL. TREE SYMBOL TYPICAL ACA ANE ACACIA ANEURA MULGA TREE LOW 0.2 3 36" BOX SINGLE O HESPERALOE PARVIFLORA RED YUCCA LOW 0.2 35 5 GAL. \\I/� YUCCA RECURVIFOLIA PENDULOUS YUCCA LOW 0.2 21 5 GAL. CER PRA CERCIDIUM PRAECOX SONORAN PALO VERDE LOW 0.2 4 36 BOX SINGLE, LOW BRANCHING FOUQUIERIA SPLENDENS OCOTILLO LOW 0.2 4 MINIMUM OF SEVEN (7) CANES. EACH CANE TO BE 0 �/I\\ (D- DASYLIRION WHEERLERI DESERT SPOON LOW 0.2 11 SNGAL IMUM of 7' - 10"' HEIGHT. CHI LIN CHILOPSIS LINEARIS DESERT WILLOW MOD o.� 4 36" BOX SINGLE , HESPERALOE PARVIFLORA 'YELLOW' YELLOW HESPERALOE LOW 0.2 22 5 GAL. O YUCCA ROSTRATA BEAKED YUCCA LOW 0.2 16 5 GAL. (SEE TREE KEY)OLN TES OLNEYA TESOTA DESERT IRONWOOD LOW 0.2 3 36" BOX SINGLE p W4224133 SHRUBS & GROUND COVERS QUANTITIES (SHEETS LP-1, PALMS SYMBOL BOTANICAL NAME COMMON NAME WU PF LP-2 & LP-3) SIZE REMARKS SYMBOL BOTANICAL NAME COMMON NAME WU PF QTY. SIZE REMARKS LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA MOD 0.5 11 5 GAL. GOSSYPIUM HA UNDERGROUNDRMI AT F SOUTHER N CALIFORNIA RKNESSiI SAN MARCOS HIBISCUS LOW 0.2 37 5 GAL. ATTENTION Is DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION WASHINGTONIA 'HYBRID' CALIFORNIA FAN PAN HIGH 0.5 18 8 FT. BTH 14" CALIPER 0 4 FT. BTH ❑ CAESALPINIA GILLIESII YELLOW BIRD OF PARADISE MOD 0.5 16 5 GAL. DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE MOD 0. . UNOERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY o 5 14 5 GAL DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE..0 BRAHEA ARMATA MEXICAN BLUE PALM Low/MOD 0.2 13 18" MIN. BTH , CUPHEA LLAVEA BAT-FACED CUPHEA LOW 0.2 12 1 GAL. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILmES BY CONTRACTING UNDERGROUND SERVICE ALERT AT 1-(800) 422-4133 U BAILEYA MULTIRADIATA DESERT MARIGOLD LOW 0.2 79 1 GAL. ASCLEPIAS SUBULATA DESERT MILKWEED LOW 0.2 57 5 GAL. PENSTEMON EATONII FIRECRACKER PENSTEMON MOD 0.5 49 1 GAL. O�PV4DSC•4p ( PENSTEMON SUPERBUS SUPERB PENSTEMON MOD 0.5 8 1 GAL. ��Q-oPJ�O J' 141 G)_ HYPTIS EMORYI DESERT LAVENDER LOW 0.2 6 5 GAL. a� N0. 2375 -i m VERBENA RIGIDA SANDPAPER VERBENA MOD 0.5 22 1 GAL. * EXP. 3-31-06 m OPUNTIA BASILARIS BEAVERTAIL PRICKLY PEAR LOW 0.2 14 1 GAL. TF oF- CA��Fq�\4- BOUGAINVILLEA 'MONKA' 00-LA-LA BOUGAINVILLEA MOD 0.5 2 5 GAL. (MONROVIA NURSERY PLANT No. Date Revisions By PATENT #6959) CORDIA BOISSIERI TEXAS OLIVE LOW 0.2 3 15 GAL. • - CORDIA PARVIFOLIA LITTLE LEAF CORDIA LOW 0.2 10 15 GAL. _ EUPHORBIA RIGIDA NCN MOD 0.5 26 15 GAL. Project : Country Club Drive Landscape Median Im rovements L.1(J� RPALS VOOFiKf i f�T Owner: City of Palm Desert 73-510 Fred Waring Drive These plans have been reviewed by the Coachella Valley Water Palm Desert CA 92620 District in accordance with Water code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq, requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County) „Approval of this drawing by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, walls and permanent stru ures of any kind may not Project No be planted or installed in CVWD and R easements or 'Drawn By right-of-way without first obtain* ncr a perm' am CVWD -Iy-OS Checked By : GENE YAMASAKI / DAVID VOLZ Date ` -- -Wat Management ups Date : DECEMBER 29, 2005 Scale : AS SHOWN Developm S rvices Supervisor Drawing Title : PLANTING �r PLAN GRAPHIC ���0 3 • '` SCALE 20 0 110 20 40 Drawing No (lN FEET) SCALE: 9"=20' LP-3 SHEET 1 2 OF 13 WITOTH VARIES (SEE PLANS) PLANT PALM SO THATAXIS IS PLUMB SET COBBLES IN 3 INCH THICK COLORED NOTE.- IF NEEDED �49�3�4�OD TE CONCRETE MAX. Y2" SPACE BETWEEN RO S. I • DOUBLE STAKE TREES 24' BOX Landscape Architecture + Park P I a n n i n p TREES. REMOVE NURSERY STAKE Corporate pmoe Coachella VaAey 0111ce MOVE EXCESS CONCRETE IN JOINTS. � ���eti.a suIrs� TOM CaseE.aeo TROWEL TO ORIGINAL DEPTH. '• INTURF AREAS LEAVE A BARE Fountain VAI CA 02708 La OWrft.CA 9= AREA APPROX. 4 FT AWA FROM 3 INCH TO 6 INCH ROUNDED COBBLE TREE BASE IN ALL DIRECTIONS. Fox 70,00.a� FPS Te0.e0,{.a�p 7a0.tfe0.ti1E6 RANDONLY PLACED WITH FLAT SIDE UP, �? ' DO NOT STAKE MULTI'S, UNLESS NEEDED. CINCH TIES (2 EACH) DO NOT COMPACTED SUBGRADE OVER TIGHTEN ALLOW TREE TO MOVE SOMEWHAT TO BUILD CALIPER. 2 Y2 INCH DIAMETER LODGE POLE EXISTING CONCRETE CURB PINE TREE STAKE 2 EACH) ) TAMP do WATER-SETTLE SET 2 INCH TO 4 INCH ABOVE WHILE PLANTING GRADE. TOP OF ROOT CROWN AT FINAL GRADE DO NOT PLANT LOWER THAN TOP -� DEPRESSED WATERING BASIN r f OF ROOT BALL OR TOP OF ROOT BALL NOT TO BE LOWER THAN FINISH GRADE r FINISH `. LJ � A E BACKFILL MIX PER SPECIFICATIONS NATIVE UNDRISTURBED SOIL 3 X DI� ETER UNDISTERBED NATIVE SOIL OF ROOTBALL FOR PLANT PIT SIZE REFER TO ROOT BALL SPECIFICATIONS City of Pa lm Desert PUBLIC WORKS DEPARTMENT NOTE 73-510 FRED WARING DRIVE PALM DESERT, CA 92260-2578 SEE SPECIFICATIONS FOR COBBLE AND Telephone: (760) 346-0611 CONCRETE COLOR. NOTE. NOTE: Fax: (760) 341-7098 BACKFILL MIX FOR DESERT TREES AND SHRUBS TO BACKFILL MIX FOR DESERT TREES AND SHRUBS TO BE NATIVE SITE SOIL ONLY. BE NAT1 VE Sl TE SOIL ONLY. C ROCK PAVING IN NOSE OF MEDIAN D PALM TREE PLANTING NOT TO SCALE 7A] DOUBLE STAKE TREE DETAIL NOT TO SCALE DG TOP OF BOULDER SHALL _ NOT EXCEED MORE THAN RIDGE LINE OF 12 INCH HIGH 12 INCHES ABOVE THE BERM WHERE OCCURS, SEE NEAREST TOP OF CURB PLAN FOR LOCATIONS 12• BOULDER, SEE PLAN 12' TOP OF CURB FOR LOCATION & SIZE v j tU Q d.. Q 4 - - NML MAIM*DMIN I— M- INT' S1 OF 3'fir•I i .,,.t_ {.` TO R� IK affl �M..�w I 1422�4133 =1 j SECTION , iw► I� .� . i It ,YS "All WTI M am To 4q j (TOP OF ROOT CROWAT E S WA L E AND ROCK - CONDITION A NOT TO SCALE FINISH GRADE) . r fia1H190 6RAMUNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN SPECIAL PROVISIONS. THE TrTA TATH KE T ASCTAINTHE EXACT LOCATION L i UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY �+ tA) A�/�Lt DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, -. RIDGE LINE OF 12 ItY�.if`f HIGH � � IIII _ _ — (IIII � BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES' BY CONTRACTING BERM WHERE OCCURS, SEE j UNDERGROUND SERVICE ALERT AT 1—(800) 422-4133 PLAN FOR LOCATIONS Jill —' BOULDER, SEE PLAN _ I� , I FOR LOCATION & SIZE DG � 4 bUtinVE UWISR 5C711(. j O�p,NOSCgp TOP OF CURB ��P��o J• CU W cu NO. 2375 d EXP. 3-31-06° OF CA1.�F0� I- ° No, Date evisions By SECTION — — NOTE: — — BACKFILL MIX FOR DESERT TREES AND SHRUBS TO — — BE NATIVE SITE SOIL ONLY. — F SWALE AND ROCK - CONDITION "Btt NOT TO SCALE B SHRUB PLANTING NOT TO SCALE — — — FINISH GRADE • _ � ��:��� SEE PLAN FOR ROCK EDGE X ALIGNMENT. Project . Country Club Drive C'V _ _— — MEANDERING ROCK EDGE. Landscape Median SIZE OF ROCK MATERIAL — I I — IIIII=IIIIII=II VARES. SEE BELOW. Improvements IIIIII— ALL CAVITIES AND VOIDS II II=I1111- - SLOPED GRADE ARE TO BE BURIED `` PLAN VIEW Owner: >< FINISH GRADE City of Palm Desert - cV PLACE ROCK ON NATIVE These plans have been reviewed by the Coachella Valley Water 73-510 Fred Waring Drive Palm Desert CA 92620 SOIL TO A DEPTH EQAUL TO District in accordance with Water code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape IT=_III = -- APPROX. Y3 OF THE OVERALL and irrigation design in cooperation with the local governing agency (IIII — 11= I—(IIII(=I(IIII—I 1 HEIGHT OF ROCK. (City or County) IIII DG SEE PLAN 'Approval of this drawing by CVWD Staff does not constitute FOR DG COLOR DG SEE PLAN approval to encroach into district and USSR Rights-of-Way. LEVEL GRADE ALL CAVITIES AND VOIDS FOR DG COLOR Trees, plants, walls and permanent structures of any kind may not Project No be planted or installed in CVWD p and US easeme s or Drawn By ARE TO BE BURIED right-of-way without first obtaining croac nt ermit fr m CVWD. dos : .:: . .: .. :. �, - Checked By : GENE YAMASAKI / DAVID VOLZ ,.. : Date - - - Date : DECEMBER 29, 2005 Wfflr nage n upervisor __ Scale : AS SHOWN — NOTE: Deve pm nt s Supervisor Drawing Title CONSTRUCT MEANDERING ROCK BANDING NOTE NOTE: USING VARIOUS SIZE ROCKS. REFER TO WHERE A CLUSTER OF BOULDERS THE TOP OF EACH BOULDER SHALL NATIVE THE CHART BELOW FOR THE VARIOUS OCCUR THE HEIGHT OF EACH BOULDER NOT EXCEED A DISTANCE OF 12 UNDISTURBED ROCK SIZES. PLANTING AND SHALL VARY TO ACHEI VE A NATURAL INCHES ABOVE THE NEAREST TOP OF SOIL APPEARANCE. CURB ELEVATION. SECTIoN ROCK QUANTITY PROCK INSTALLATI 6"-8" (80q) DEC j � 2005 10„12„ (10�) C" �Ln, °� DETAILE'G Oro 16 —18 00%) rti '- W6 K S. C 3 REFER TO THE SPECIFICATIONS FOR THE TYPE OF ROCK MATERIAL TO BE USED TO Drawing No CONSTRUCT BANDING. H BOULDER INSTALLATION NOT TO SCALE G ROCK BANDING SCALE: 1"-1'-0' SCALE.. 1°-1'-O' • SHEET 13 BF 13 kv AW �49�5U�m Landscape Architecture + Park Plannlnp K I nN BU00rd 9"M,SuRa 300 78M Calla EatadO Corporate Omce Coachella Valley ONloe PeWUn Vary,CA 92708 Lo CA**,CA 02M M DE Ptwna 7e0.6B AIM PANN 7A0.69 AIM SERTFox 7e0.tId1.03eO Fax 7e0.0e4.0380 t ♦ t t / f h ( : ! 'fit ,-� �� F, , t 3" ',', '..' 'i+ , ♦,l � M , 1 y� 4. 1,�♦il � ,. l � CITY OF PAL ' FROM TAMARISK ROW DRIVE (STA . 0+00)1COUNTRY CLUB DRIVE (STA . 10+00) TO COUNTRY CLUB DRIVE �x (STA , 3...... ..... City of Pa I m Desert PUBLIC WORKS DEPARTMENT 73-510 FRED WARING DRIVE PALM DESERT, CA 92260-2578 Telephone: (760) 346-0611 Fax: (760) 341-7098 F� A L NOTES LEGEND OL ABBREVIATION & SYMBOLSGENEs T.C. TOP OF CURB _ 1 . Contractor to—maintain and protect utilities which pass through the work area, G.B. GRADE BREAK �tr�slia�rammatic. Before proceeding with work, carefully check and verify _ F.S. FINISH SURFACE dimensions and actual field conditions. Although locations are drawn to scale wherever possible, it is not within the scope of the drawings to show all necessary offsets, F.L. FLOWL/NEELEV. obstructions, of site con(liitions. IrIstaii work w. ._� _ m th� t i� ,of � �,,.._ t_ site raa►i A.1./C r r1 �tQ�11?,J iMUtK it1 CiC ti li ( i ifitiCt liiUi fi YViii C.V1iiLtilii LlJ Jilc AV INV R) vFvrvi�r♦ conditions, complete, and in good working order. Notify the engineer of discrepancies RAMON DR. between the drawings or specifications and the actual conditions. B.VC. BEGIN VERTICAL CURVE 3. All existing improvements damaged during construction operation will be restored to their E.V,C. END VERTICAL CURVE 1 224133 original condition at contractor's expense. U P.I. POINT OF INTERSECTION 4. Maintain all existing drainage courses. Grade to provide positive drainage and compliment DINAH SHORE DR. E.P. EDGE OF PAVEMENT existing drainage flow lines. 0:� w N.T.S. NOT TO SCALE J Q 10 UND8GROUND SERVICE ALERT OF SOUTHERN CALIFORNIA LLJ ATTENTION iS OIRECTED TO THE POSSIBLE EXISTENCE OF > a EXIST. EXISTING UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION Q O DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN Q GERALD FORD DR. _ THE SPECIAL PROVISIONS. THE CONTRACTOR SHALL TAKE (900.0) EXISTING ELEVATION STEPS TO ASCERTAIN THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY O Z DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, m BEFORE TION EXCAVATING, UTLIITIIESTOR SBYLCONTRIFY THE AACTING UNDERGROUND SERVICE ALERT AT 1-(800) 422-4133 FRANK SINATRA D �p NDSCApz O g TAMARISK ROW DR. ��°�J,O J,UJ > y� COUNTRY CLUB DR. a `c c i o No, 2375 C Y < * EXP. 3-31-06 �r 'Slyq� o 0 >> I j m TF OF CAL�FO J PROJECT L OCA T/ON City of Rancho Mira e VERBENIA RD. HQVELY LN _(n z U _ No. Date Revisions By SHEET INDE CLANCY En AVENIDA City o Palm Desert o SUN CITY — — li PALM DESERT LANE DEL SO 10 — FR D WARI G DR DRAWING NO. SHEET NO. SHEET DESCRIPTION 4 PALM DESERT — — STATE HWY 111 — — t7 T 1 TITLE SHEET — — - - ST. — — LC-1 2 LAYOUT PLAN AYSTACK RD PROJECT SITE — — CITY LIMITS ^ IG; �ESA VIEW DR COUNRTY CLUB DRIVE Project LC-2 3 LAYOUT PLAN Country Club Drive .;0' PALM Landscape Median LC-3 4 LAYOUT PLAN r o COUNTRY CLUB I mprovements COUNTRY CLUB LI-1 5 IRRIGATION PLAN N.T.S. LI-2 6 IRRIGATION PLAN owner. VICINITY MAP. SITE MAP City of Palm Desert LI-3 7 IRRIGATION PLAN N.T.S. 73-510 Fred Waring Drive N.T.S. These plans have been reviewed by the Coachella Valley Water Paim Desert, CA 92620 District in accordance with Water code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq, requiring efficient landscape and irrigation design in cooperation with the local governing agency � t�'� (City or County) LI-4 8 IRRIGATION DETAILS _ "Approval of this drawing by CVWD Staff does not constitute CCI� L�t1J approval to encroach into district and USBR Rights—of—Way. U Trees, plants, walls and permanent structures of any kin may not Project No be planted or installed in CVWD and WISBR easements V Drawn By L I-5 9 IRRIGATION SCHEDULE � V w►LM UE right—of—way without first obtainin encr from 0_0 Checked BY : GENE YAMASAKI / DAVID VOLZ Date — — — -- ------ —an e pervisor Date : DECEMBER 29 2005 S�' Scale : AS SHOWN LP-1 10 PLANTING PLAN - s- -`----- evelopm e Se e Supervisor I Drawing Title RECEIVED LP-2 11 PLANTING PLAN TITLE �� S *M an LP-3 12 PLANTING PLAN "WATER CONSERVATION CONCEPT STATEMENT" S H E E 1 THE SYSTEM IS DESIGNED TO ACHEIVE CONSERVATION AND EFFICIENCY IN WATER USE BY PROVIDING A CONTROLLER THAT INCLUDES LP-4 13 PLANTING DETAILS A PROGRAMABLE RAIN DELAY SYSTEM, WATER BUDGETING PROGRAM CAPABILL[TIES, SIGNATURE BLOCK AND A CYCLE+SOAK WATER MANAGEMENT SOFTWARE TO PREVENT APPROVED Elf THE CITY OF PALM DESERT PUDDLING AND RUNOFF. LOW FLOW EMMITERS ARE USED FOR GROUNDCOVER Drawing No AND SHRUBS FOR DIRECT WATERING TO THE PLANT, THUS REDUCING THE � WATER CONSUMPTION. ROOT WATERING SYSTEMS ARE USED AT TREES AND �Z `( V2- PALMS TO ALLOW WATER,AIR AND NUTRIENTS TO BYPASS COMPACTED SOIL T MARK GREET A P.E, DATE AND REACH DEEP ROOT SYSTEMS DIRECTL Y. RCE NO 57989 EXP.6/30I2" CITY ENGINEER SHEET OF an ■ 1 -IUJ Landscape Architecture ; Park Planning �U_ Corporate Omce Coachella Valley OfAoe 1'=^ fM teln wall y: 70'°° Ls .,cA -r J llsdo 1', Fox 700.084.0300 Fax 7e0.e61.0300 V, Phone 780.600.E106 Phone 7EO.E®0.61a3 1x 45 ~ CDUNTRY CL UB DRI VE l.- LP-4 181W 18'W -----_ �+ 18"W 18 W 1 18"W 18"W " 8'W 18 W-1 6"G 6"G �"G 206 " 20 20 20 20 20 20 20 20 200 2 p I , 6 G 6'G G WIG WIG ' w -p -4.0 7.6' ( 10.2' . A 16.2 1L L _4. 65 8.8.,o w N o IZ v 4 15a a 5a 3b 1 1 (twill 4b 4 is 1 1 b k. k 4 rt 4b a 4 a a 3b , F1-t .1 , J 1 m , F00 11+00 12+00 131+00 14+00 5+00 6"G 6"G 6"G 6"G 6"G 6„G 6,.G 6"C, 6„G 6"G E E E E E E E E E 1 E i Cityof Palm Desert i PUBLIC WORKS DEPARTMENT 73-510 FRED WARING DRIVE 1 PALM DESERT, CA 92260-2578 Telephone: (760) 346-0611 Fax: (760) 341-7098 ■ 1 i `J 1 1 � U_ W co i 1 lU 422-4133 1 ---- - --- 1 + 4 � 1 N 1 ~ UNDERGROUND SERMCE ALERT OF SOUTHERN CALIFORNIA 1 18"W 18"w 18"w 1s"ry fe"W 18"IN 18"W 18"W 18"W co 1 „ „D ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF 1 g„ 6°G ---T -�- 6 G 6 G n n w UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION 20 �10 2 20 20 20 20 2D 20 20 20 0 20 2r� 20 �"G 6"G 6 G --i oQ DIFFERENT FROM THAT WHICH is SHOWN ON THE PLANS OR IN STEPS TO � 1 4. 1, 343 1 O I Y V.J� O IVl1� I THE SPECUL PROVISIONS. THE CONTRACTOR SHALL TAKE 5.6 w f UNDERGROUNDSFACILITIES PRIOR TO DOINGWORK THAT MAY Q Q f p (n 6 6,5 $ 6 O DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. Q14 p "�' 1 BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE 1 GI -A. -h w _.. ... LOCATION CATIN O F U SE ROUN UTILITIES O CONTRACTING {. Ul _ _ a k :y k 1 : . ... qp I-- 1 HH �•• .. ®. � . k• 1 � ono��q ,t. yo q i TT Ft— ( 1 'eC 1 1 o � s i W 1 1 NO. 2375 " E 2 1 # EXP. 3-31-06 s i 16+00 LP-4 17+00 LP-4 + �4��s 18 00 19+00 20+00 (� of CAv 8"G 6"G 6°G 6"G 6"G 8„G 6"G 2 �' 1 8"G 6"G 6"G 1 IE E E E E E 1 E E E e E '� No. Dote Revisions 13y — 1 1 — — Project i CONSTRUCTION LEGEND DECORATIVE RIVER ROCK BOULDER PLACEMENT Country Club Drive KEY DESCRIPTION KEY DESCRIPTION Landscape Median DECORATIVE RIVER ROCK 3t6"HAND PLACED IN NOSE OF MEDIAN ISLAND, REFER —NUMBER INDICATES BOULDER SIZE(3; 4,AND 57 Improvements TO DETAIL C, SHEET LP-4 AND SPECIFICATIONS FOR RIVER ROCK AND CONCRETE COLOR. 4b LOWER CASE LETTER INDICATES BOULDER TYPE AND SUPPLIER ODECORATIVE RIVER ROCK 3"-8"HAND PLACED ON SWALED NATIVE SOIL. REFER TO DETAIL F, SHEET!P-4 AND SPECIFICATIONS FOR RIVER ROCK. NOTE. PLACE 1"2" a=DESERT SAND, SOUTHWEST BOULDER OR APPROVED EQUAL RIVER ROCK TO FILL VOIDS, b=LOCAL GRAY, KRC ROCK OR APPROVED EQUAL v �' owner: 3 \l DECORATIVE RIVER ROCK 8"T018"EDGE. REFER TO DETAIL G, SHEET LP-4 AND BERM LOCATION c=CALIFORNIA GOLD, SOUTHWEST BOULDER OR APPROVED EQUAL O r_a05 City of Palm Desert SPECIFICATIONS FOR RIVER ROCK. SYMBOL DESCRIPTION c�,'TM,%C oS1 =; 73-510 Fred Waring Drive INORGANIC MULCH/DECOMPOSED GRANITE Palm Desert, CA 92620 KEY DESCRIPTION -FH 4 CONSTRUCT 12"HT(ABOVE TOP OF CURB)MEANDERING BERM t 4:1 TO DAYLIGHT OR DAYLIGHT 1"BELOW TOP OF STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, CURB WHERE DISTANCE 1S LESS' ?ff�3N 4'. FINAL GRADE (2")THICKAFTER COMPACTION, COLOR: BAJA BROWN. Project No Drawn By © STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, Checked By : GENE YAMASAKI I DAMD VOLZ (2") THICKAFTER COMPACTION, COLOR. APACHE PINK. Date : DECEMBER 29 2005 Scale : AS SHOWN STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, Drawing Title (2") THICKAFTER COMPACTION, COLOR. DESERT GOLD. Op STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, (2")THICKAFTER COMPACTION, COLOR.DESERT MAUVE. ECEIVED LA YOU7R PLAN JUL C 3Oo �aamfi GRAPHIC SCALE N 20 0 10 20 40 n A Drawing No y !N FEET) SCALE:1"=20' L C_ SHEET 2 OF 1 3 D)WO(UOD I Landscape Architecture + Park Planning 1 Corporate Office Coachella Valley Offlos 100-- 17050 Susherd Sveol,Sub 300 711101110 Cob Undo I 1^ FounlAin Valley,CA 927M La 00ft CA 92M 611 ULUJ FPIhXo ne 770000..559504..56 Phone Am0..5m043..50 4 pA ICCO LUI cr) W—a Liu Z C/) 01 - ---------- + ICso+ 181W 181W 1811" ip-e COUNTRY CLUB DRIVE VE"-4 LP4 i t� z'F ; :; LU 6"G 6"G 6"G 6"G 6"G 6-G 6"G 911G 6"Q I Z 197.5 R 20 L 20' 20' L ZU 1 21 ZZI 5. 5.83' fVl IL D j :y ' R=20 +i I 1 0-4 A City of Palm Desert 1.00 22+00 23+00 24+00 25+00 26+00 PUBLIC WORKS DEPARTMENT I 6"G 611G 6"G 6"G 6"G 6"G 61IG 73-510 FRED WARING DRIVE I 6"G 6"G PALM DESERT, CA 92260-2578 1 E E E E E E Telephone: (760) 346-0611 I Fox: (760) 341-7098 ■ Ill v LU Ld jUJ - LLI C6 z- (J) Z + LP-4 LP-4 + — 6' - 6'#G CO TRY CLUB DRIVE IM4224133 20 20 6"G 60103 1 6- 10' L 2 L TO' L 20' L 20- L 20f L 20' 20' L 20 0 20' L 40 - L 20' L 20' 1- 2 L L L 20' L 20 1- �10 L 20 20 L 6"G 40 CO Z.681 4. 5' . 161 14.25' 10 J I C.J C) % Q ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF • A - . 'e� f". UNDERGROUND FACIUTIES NOT KNOWN OR IN A LOCATION --4 --- DIFFERENT FROM THAT WHICH Is SHOWN ON PLANS OR IN SPECIAL PROVISIONS THE CONTRACTOR SHALL TAKE I Q DIF THE '7' �b PS TO ASCERTAIN PROVISIONS. EXACT LOCATION OF ALL Z X) > T > 4-M- UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA di UJ TH 4a .:. STEPS PRIOR TO DOING WORK THAT MAY UNDERGROUND FACILMES JK FACILMES OR INTERFERE WITH THEIR SERVICE. DAWOE SUCH e BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE ACK LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING UNDERGROUND SERVICE ALERT AT 1—(800) 422-4133 27+00 28+00 29+00 1 vl�'SDSCAP' 6"G 6"G1 ���o��o �. �o���� 30+00 31+00 32+ 1 V'G 6"G &'G 6"G 6"G. 6"G 61#0 E E E E E E E E 0 ULI NO. 2375 EXP. 3-31-06 OF C No, Date Revisions By CONSTRUCTION LEGEND - DECORATIVE RIVER ROCK BOULDER PLACEMENT KEY DESCRIPTION KEY DESCRIPTION Project ODECORATIVE RIVER ROCK 30'HAND PLACED IN NOSE OF MEDIAN ISLAND, REFER TO DETAIL C, SHEET LP-4 AND SPECIFICATIONS FOR RIVER ROCKAND CONCRETE 4b NUMBER INDICATES BOULDER SIZE(3' 4'AND 59 Country Club Drive COLOR. LOWER CASE LETTER INDICATES BOULDER TYPE AND SUPPLIER Landscape Median DECORATIVE RIVER ROCK 3"-8'HAND PLACED ON SWALED NATIVE SOIL. REFER TO Improvements DETAIL F SHEET LP-4 AND SPECIFICATIONS FOR RIVER ROCK. NOTE. PLACE 1t2" a=DESERT SAND, SOUTHWEST BOULDER OR APPROVED EQUAL RIVER ROCK TO FILL VOIDS b=LOCAL GRAY, KRC ROCK OR APPROVED EQUAL DECORATIVE RIVER ROCK 8-TO 18"EDGE. REFER TO DETAIL G, SHEET LP-4 AND BERM LOCATION c=CALIFORNIA GOLD, SOUTHWEST BOULDER OR APPROVED EQUAL REGElvL-C SPECIFICATIONS FOR RIVER ROCK INORGANIC MULCH/DECOMPOSED GRANITE SYMBOL DESCRIPTION DEC 15 2905 Owner; ?F '�IqL KEY DESCRIPTION CONSTRUCT 12"HT(ABOVE TOP OF CUR6)MEANDERING BERM C7ry CvroR�c IMP City of Palm Desert /-A'\ STABILIZED INORGANIC MULCWDECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, 4:1 TO DAYLIGHT OR DAYLIGHT 1"BELOW TOP OF 73-510 Fred Waring Drive (2") THICKAFTER COMPACTION, COLOR, BAJA BROWN. CURB WHERE DISTANCE IS LESS THAN 4 -FINAL GRADE Palm Desert, CA 92620 \D STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, (2") THICKAFTER COMPACTION, COLOR. APACHE PINK. Protect No STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, Drawn By (2") THICKAFTER COMPACTION, COLOR. DESERT GOLD. Checked By GENE YAMASAKI DAVID VOLZ Date DECEMBER 29 O STABILIZED INORGANIC MULCWDECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, , 2005 Scale AS SHOWN (2") THICKAFTER COMPACTION, COLOR:DESERT MAUVE, Drawing Title LAYOUT RECEIVED PLAN JUL 0 31200" GRAPHIC SCALE %TL0JW&SJR7 20 0 10 20 40 ti -W T E- Drawing No 6 (IN FEET) SC4LE.- 1*=20' L C-2 SHEET 3 OF 13 1 Landscape Architecture + Park Plannlnp 1 1 Corporate Office Coachella Valley Office 17060 euftrd SUW,6uae 300 78080 Caw Estedo U 1 Faefth Valley,CA 92700 La Oulift,CA 92253 Fax 780.664.0309 Fax 7e0.884.0389 Phone 780.680.6186 Phone 780.680.6186 -------------------------------------------- g.. g„G COUNTRY CL UB DRIVE f > > > 1 20 20 20 2D 20 20 20 20 2� 20 20' 2�' 20' 2$°—�— g 20' �� 20 20' �G 20' 20' 61'G �- 41 B � 89' ~' r; y !� p A cPO p 2 (.� r, ,�, 9.3' 8.9' 1 ►v w o 1 . . . • .. lu .. .. " . ". / i . '•: ... . , . ;'•"• • • 1. •• :•. .'r '/••/ /. i /•.obi •.6./••' . .. '' - 3c , 1 3b .�. cn 4c cn v,. .e�. 3a / 3b Oa 'F CA .. � • . a 4a •5a 46 f , I � 33+00 �+pp 1 6'G 6"G 8 G g,�G g°G g G 35+00 g"G 36+00 6 G E E E E 1 E E E E City of Palm Desert PUBLIC WORKS DEPARTMENT 73-510 FRED WARING DRIVE PALM DESERT, CA 92260-2578 Telephone: (760) 346-0611 Fax: (760) 341-7098 CONSTRUCTION LEGEND DECORATIVE RIVER ROCK BOULDER PLACEMENT KEY DESCRIPTION KEY DESCRIPTION O DECORATIVE RIVER ROCK 3"-6"HAND PLACED/N NOSE OF MEDIAN ISLAND, REFER — NUMBER INDICATES BOULDER SIZE(31, 4;AND 5) TO DETAIL C, SHEET LP-4 AND SPECIFICATIONS FOR RIVER ROCK AND CONCRETE 4b COLOR. 2 DECORATIVE RIVER ROCK 3"-8"HAND PLACED ON SWALED NATIVE SOIL. REFER TO LOWERCASE LETTER INDICATES BOULDER TYPEAND SUPPLIER DETAIL F, SHEET LP4 AND SPECIFICATIONS FOR RIVER ROCK. NOTE, PLACE 1".2" a=DESERT SAND SOUTHWEST BOULDER OR APPROVED EQUAL RIVER ROCK TO FILL VOIDS, b=LOCAL GRAY, KRC ROCK OR APPROVED EQUAL DECORATIVE RIVER ROCK 8"TO 18"EDGE. REFER TO DETAIL G, SHEET LP-4 AND BERM LOCATION c=CALIFORNIA GOLD, SOUTHWEST BOULDER OR APPROVED EQUAL SPECIFICATIONS FOR RIVER ROCK. INORGANIC MULCH/DECOMPOSED GRANITE SYMBOL DESCRIPTION KEY DESCRIPTION %+H CONSTRUCT 12"HT(ABOVE TOP OF CURB)MEANDERING BERM �> � O � 4:1 TO DAYLIGHT OR DAYLIGHT 1"BELOW TOP OF STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED,THICKAFTER COMPACTION, COLOR BAJA BROWN CURB WHERE DISTANCE IS LESS THAN 4`. -FINAL GRADE 1 4224133 : . 1 STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, (2") THICKAFTER COMPACTION, COLOR: APACHE PINK. � '*w © STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, (27) THICKAFTER COMPACTION, COLOR: DESERT GOLD. UNDERGROUND SERACE ALERT OF SOUTHERN CALIFORNIA ATTENOp STABILIZED INORGANIC MULCH/DECOMPOSED GRANITE, WETTED, ROLLED& TAMPED, DIFFERENT R THAT TO THE POSSIBLE EXISTENCE OF UNDERGROUND FACILITIES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT WHICH IS SHOWN ON THE PLANS OR IN THE SPECIAL PROVISIONS THE EXACT LOCATION OF ALL THE CONTRACTOR SHALL TAKE 27) THICKAFTER COMPACTION, COLOR:DESERT MAUVE. STEPS TO ASCERTAIN UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILITIES I Y CONTRACTING UNDERGROUND SERVICE ALERT AT 1—(800) 422-4133 \.P NDSCA A J. �0� y'p� �' w M '� °C 10 NO. 2375 1r EXP, 3-31-06. OF C r,> No. Date Revisions By Project Country Club Drive Landscape Median r� ivL) Improvements UE0 115 2005 Owner: City of Palm Desert 73-510 Fred Waring Drive Palm Desert, CA 92620 Pro' ct No Drawn By Checked By :GENE YAMASAKI / DAMD VOLZ Date : DECEMBER 29 2005 Scale : AS SHOWN Drawing Title LA YOtCEIVEt PLANJUL e 3 PWORK EIS�F M GRAPHIC SCALE 20 0 10 20 40 QDrawing No y (IN FEET) SCALE.- 1"=20' LC-3 SHEET 4 OF 13 W 1Mavdlcum tz Landscape Architecture + Park Planning O 1 Corporate Office Coachella VaNey Office J 1..,j] I TM Suchard abet,auRe 300 TOM GIN Estado Fountain Valley,CA VM Lr Ouinla,CA 92263 Fa 7e0.664.0360 Fax 760.0e4.0360 Phone M.660.6165 Phone 760.5m.6166 Q I� O to u, CDUNTRY CLUB DRIVE �? MA 18"W 1s"W 6"G 6"G ., 18"W 18"W 18"W 6 G 6„G 6„G 6„G Al 18"W 181w 18"W Z 6"G 2" 32 6'G 6"G 6% 2. sate r� sale ..r sate access a>• ti access access!W. r _ se J season raanoot aa» rs• . . � ta . 1 x . � W b h l 3/4" 3/4" " 3/4" /4» /4» 3/4 3/4" 3/4p. .. 3/ i g"G 6„G 6„G I 6"G 6„G a 6"G 6"G 61113 I E E E E6"G 6"G E E E E E 1 E ; city of PC I m Desert PUBLIC WORKS DEPARTMENT 73-510 FRED WARING DRIVE PALM' DESERT, CA 92260-2578 Telephone: (760) 346-0611 Fax: (760) 341-7098 i 100 1 � 1 1 i C CY I I t j WI IZ OI � + 1 � N t� I A 18"W tar a� 18"W 18"W (1'8("W�l ll 181N 18 1s"w 1awG ' SU 1/2 326G TG TRVr 18"W -I1 Ci) 2» 6G 6»G 6"G m IM4224133 icaces access access 2» 8G 6, rta � Iacocca rt r� Qw T �s access t� a� r� Iacocca wL aa> a> .� t - - - _ as aa�tt• Jr i_ LU47 1 : �• ' r b` 'q I � UNDERGROUND SERVICE ALERT OF SOUTHERN PAUF(utN1A � CATION b` ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF 4 THE SPECIAL PROVISIONS.UNOERGRO NO FACILITIES NOT KNOWN OR IN A IS SHOWN ON PLANS OR IN •. b _ I DIFFERENT E SPECIAL L PROVISIONFROM THAT S. EXACT CONTRACTOR ALL ERT4 / - 1 UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY - r 3 4 3/4' 3/4" 3 4" 3/4" DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE, BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILfj1ES BY CONTRACTING 4' 1 UNDERGROUND SERVICE ALERT Al 1-(BY 422-4133 1 1 I 6"G 6"G 1 6"G I 6 G 6„G 6'G 1 \,p,NDSC pp 6"G F I E E E E E 6 G 6'•G 6"G �� Py�O J. �0� E E E =� �' ya E E 1 NO. 2375 '4 * EXP. 3-31-06 �T�TF OF. Al.�FO�Q G No. Date Revisions By IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION PSI GPM RAD - - DIG IRRIGATION PRODUCTS AC CONTROL ZONE, MODEL P39-100/75 RAIN BIRD 1408 SERIES PRESSURE 20 2.0 - - W/ACTUATOR MODEL LEMA 1520S FOR DIG VALVE COMPENSATING FC BUBBLER - (4 PER TREE) - Aim RAINBIRD 100-PEB REMOTE CONTROL VALVE IN A VALVE BOX, - - W/ACTUATOR MODEL LEMA 1521 S FOR RAINBIRD VALVE • BOWSMITH SL 200 SERIES EMITTERS FOR SHRUBS. PLACE ON SCH 80 RISER W/SWING JOINT, INSTALL ON PVC LATERALS. - ►«.l NIBCO FULLPORT BRASS BALL VALVE IN A VALVE BOX I. RRIGATION NOTES VALVE' 0 3/4 AUTOMATIC FLUSH VALVE IN A VALVE BOX AT END A2 GPM"S Project : OF EACH EMITTER SYSTEM. DIG MODEL 18-038 1/ 21 VALVE SIZE CountryClub Drive A NOTE USED NOTE: INSTALL ALL PIPE AND CONTROL WIRE UNDER PAV LEIT 4012E SERIES CONTROLLER PLUS MV/P 12 STATION WITH ING IN SCH. B ALL PRESSURE LINES SHALL BE TESTED FOR SIX HOURS OWNER'S AUTHORIZED REPRESENTATIVE SHOULD BE FAI MOUNTING COLUMN MODEL MCOL 4000L, 48" 40 PVC SLEEVES TWICE THE DIAMETER OF THE PIPE BEING Landscape Median LONG, FINAL HGT IS 36" UNDER HYDROSTATIC PRESSURE OF 125 PSI AND BE PROVEN INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT SLEEVED AND 2 SLEEVES FOR 14 CONTROL WIRE WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, SET IN 12" DIA. X 18" DEEP FOOTING # I EQUIPMENT FOR TEST. THE IRRIGATION CONTRACTOR SHALL ASSUME FULL t11 prOVen1entS RESPONSIBILITY FOR ANY REVISIONS NECESSARY. EXISTING WATER MAIN LINE C ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS NON-PRESSURE LATERAL LINE SCH.40 PVC BURY MIN. 12" BELOW FINISH OTHERWISE NOTED ON THE PLANS. I INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN GRADE (SIZE AS NOTED CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE ) D THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND - SCH. 80 PVC SLEEVES-MAINLINE 1 -4", LATERAL 1 -2" AND owner: SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF SWING JOINT AND VALVE ASSEMBLIES. _ _ SHEET LI-4 CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY J IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR WIRE 1 -2". (3 TOTAL) SEE DETAILS B & G, ������� � City of Palm Desert WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, 4RAINBIRD QUICK COUPLER MODEL 33 DRC L-C� DISTRICT'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE 73-510 Fred Waring Drive LOCATION OF WALLS, STRUCTURES EXISTING TREES AND UTILITIES. DECj J ` r These plans have been reviewed by the Coachella Valley Water BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE, �OJ Palm Desert CA 92620 AND THE ACTUAL PRESSURE READING AT THE IRRIGATION District in accordance with Water code Title 7, Division 1, Chapter AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING:- 3, Article 10.8, Section 65597 et seq. requiring efficient landscape POINT OF CONNECTION. IN THE EVENT PRESSURE �LMD-s and tic. anon , Section cooperationet with the local AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS i _���aAKr g ggoverning agency DIFFERENCES ARE NOT REPORTED PRIOR TO START OF WORK WITH THE GENERAL CONTRACTOR AND OTHER (City or County) CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL "Approval of this drawing by CVWA Staff does not constitute ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS SUB-CONTRACTORS FOR THE LOCATION OF lJT1LITd'ES AND THE approval to encroach into district and USBR Rights-of-Way. NECESSARY. INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER rants, wails and Trees, ROADWAYS, AND NEAR STRUCTURES. p permanent structures of any kind may not Project No be planted or installed in CVWD and U R easements or Drown By right-of-way without first obtainin encro me p from CVWD. Checked By : GENE YAMASAKI / DAVID VOLZ E THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER K DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT Date �5 OS _ SHALL E APPROVED BY THE OWNER'S AUTHORIZED - water M ' ement rvisor _ Date ; DECEMBER 29, 2005 BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE REPRESENTATIVE PRIOR TO INSTALLATION. INSTALLATION OF AN ANTI DRAIN VALVE IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF _ Scale : AS SHOWN F THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. Devei pment Servic Supervisor Drawing Title SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CONSTRUCTION, THE CONTRACTOR SHALL INSTALL AN Calculations for Low Water Use Plants Calculations for Moderate Water Use Plants CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN ANTI-DRAIN AS REQUIRED AT ANY SPRINKLER SHOWING POC-A Estimated Water Use POC-A Estimated Water Use PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION Spring Spring AND QUICK COUPLING VALVES 6" TO 12" AWAY FROM OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE HARDSCAPE. WITHOUT ADDITIONAL COST TO THE DISTRICT. 23.43 x .20 x 5,836 x .62 /748 / .90 25.19 CCF 23.43 x .50 x 3,556 x .62 / 748 / .90 = 3:8.36 CCF Summer Summer G THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST IRRIGATIcEiu ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. 56.61 X .20 X 5,836 x .62 / 748 / .90 = 60.85 CCF 56.61 x .50 x 3,556 x .62 / 748 / .90 = 92.69 CCF �D Fall Fall PLAN JUL 0 3 2006 H DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS 13.86 X .20 X 5,836 X .62 / 748 / .90 = 14.90 CCF 13.86 x .50 x 3,556 x .62 / 748 / .90 = 22.69 CCF GRAPHIC SCALE � K SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD Total = 100.94 CCF Total - 153.74 CCF + 20 0 10 20 40 THAT OBSTRUCTIONS, GRADE DIFFERENCES; OR DIFFERENCES Maximum Water Allowance Maximum Water Allowance IN SITE DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN FORESEEN AND CONSIDERED IN THE ENGINEERING. THE 93.90 x .60 x 5,836 x .62/ 748 =263.74 CCF 93.90 x .60 x 3,556 x .62/ 748 = 166.06 CCF v Drawing No Surplus = 162.80 CCF Surplus = 12.32 CCF v, (IN SCALE. 1"=20' SHEET 5 OF 13 i r, , ODmb(:Um ' Landscape Architecture + Park Planning 1 1 1 P.O.C. APPROVED BY THE COACHELLA VALLEY WATER 0 1 Corporate Office CoachellaEftideyonloe DISTRICT. CVWD TO APPROVE PRIOR TO INSTALLATION. 1� ,>�o6�ro8A02700est oo La0uli ft. Va FourlWn Valley,CA a4706 La�ukMo,CA e7t63 Fox M.t16/.03EY Fax M.5".036a 1 I Uj Ptwno 760.590.5116E Phase T60.M.6166 J W1 m �� zl XS=9. 1' IW ofIease =9. ' 14° 1� Ito N1 1N Cl) 1 , mI ,B~w 18~w 18 W COUNTRY CLUB DRIVE A v� 1 1 6'G 6 G „G V'G 6„G 60'G 6„G 6"G 6 G 2" 1 ., C .� 1 y` yr 1emi-aa ..r. now- sw�_ ash =4 -r���a� a� �a T - - �� ate_ - aaa>• sue_ ems_ �_ lossesate_ �� �� �r a� masses i 1 10 1• 1 I ® � 1 y 3/4: ^'1 I 1 + V� 74 3.4 *•,. , 4" 1 City of Palm Desert 1 PUBLIC WORKS DEPARTMENT I�oo 22+00 23+00 24+00 25+00 26+00 1 6 G 6~G .. 1 73-510 FRED WARING DRIVE 6'G 1 6 G 6 G 6"G 6"G 6~G 6"G 1 PALM DESERT, CA 92260-2578 1 E E E E E E 1 Tel Fox:n(760) 3 1-709811 E E E 1 1 fop 1 1 1 1 1 1 � 1 1 1 1 .cr) Z 1 1 -.rl CO j4 'aC 1 N 4 AS 2A2 32 5.9 8 COUNTRY CLUB DRIVE ' M " 1 � � 1 » 1 2„ 6�.G 6'G 6 G p n 6"G 6"G 6~G 6"G 60tG t l 'QA 22 /} now Missile Missiles Arl Awk\ 2- 2' assess losses allies MINIMUM MINIMUM SINEW- NNW - __ I#e- - \ lU4 3/4» 3/4" �w V ® n 2 • ❑ ❑ 4 3/ 1 ' ❑ _ • b b � - 4 - - 1 V UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA Li ~ b ® I • 1 ATTENTION IS DIRECTED TO THE POSSIBLE EXISTENCE OF Z UNDERGROUNO FACILITIES NOT KNOWN OR IN A LOCATION 3/4 » 3/4» 3/4„ 4' 3/4» 3/4" /4" 3/4" 3/4" 3/4» Kai3/4» 3 4" 1 Z THE DIFFERENT FROM THAT WHICH THE SHOWN ON THE PLANS OR IN / STEPS TO ASCCERTAIINSTHE EXACT LOCATION F TALL UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE 3/q,» 1 LOCATION OF UNDERGROUND UTILITIES BY CONTRACTING 1 -• �. ._UNDERGROUND SERVICE ALERT AT 1-(e00) 422-4133 1 27+00 23+00 29+00 i 6"G 6"G 6"G 6"G 6"G 6"G 3O+DID 8"G 6~G 3�+00 WIG 32+11 1 61 A 1 E Jp.NDSC,q E E E E E E E E E ; �Op 1 w n 1 Cr N0. 2375 --11 * EXP. 3-31-06 1k d/X \Q• 9TF OF CAL��D� No. Date ReAsions By IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION SYMBOL MANUFACTURER MODEL NO. / DESCRIPTION PSI GPM RAD - - � DIG IRRIGATION PRODUCTS AC CONTROL ZONE, MODEL P39-100/75 0 RAIN BIRD 1408 SERIES PRESSURE 20 2.0 --COMPENSATING FC BUBBLER _ W/ACTUATOR MODEL LEMA 1520S FOR DIG VALVE (DRIP) 2 PER TREE - - RAINBIRD 100-PEB REMOTE CONTROL VALVE IN A VALVE BOX, - - W/ACTUATOR MODEL LEMA 1521 S FOR RAINBIRD VALVE (BUBBLER) • BOWSMITH SL 200 SERIES EMITTERS FOR SHRUBS. PLACE ON - - NOTES SCH 80 RISER W/SWING JOINT, INSTALL ON PVC LATERALS. _ _ IRRIGATION ►+a NIBCO FULLPORT BRASS BALL VALVE IN A VALVE BOX ❑ 3/4" AUTOMATIC FLUSH VALVE IN A VALVE BOX AT END A2 VALVE' Project A NOTE USED OWNER'S AUTHORIZED REPRESENTATIVE SHOULD BE - „21 GPM"S B ALL PRESSURE LINES SHALL BE TESTED FOR SIX HOURS INFORMED OF SUCH OBSTRUCTIONS AND DIFFERENCES, BUT OF EACH EMITTER SYSTEM. DIG MODEL 18 038 VALVE SIZE UNDER HYDROSTATIC PRESSURE OF 125 PSI AND BE PROVEN IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, NOTE: INSTALL ALL PIPE AND CONTROL WIRE UNDER PAVING IN SCH. Country Club Drive THE IRRIGATION CONTRACTOR SHALL ASSUME FULLLEIT 4012E SERIES CONTROLLER PLUS MV/P, 12 STATION WITH ,> >, FA 40 PVC SLEEVES TWICE THE DIAMETER OF THE PIPE BEING WATER TIGHT. CONTRACTOR SHALL PROVIDE ALL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. MOUNTING COLUMN MODEL MCOL 4000L, 48 LONG, FINAL HGT IS 36 Landscape Median EQUIPMENT FOR TEST. SET IN 12" DIA. X 18" DEEP FOOTING SLEEVED AND 2 SLEEVES FOR # 14 CONTROL WIRE p C ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO Improvements I INSTALL ALL PIPE MATERIALS AND EQUIPMENT AS SHOWN IN ass ase ass eas a as EXISTING WATER MAIN LINE FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS CONSTRUCTION DETAILS. USE TEFLON TAPE OR TEFLON PIPE OTHERWISE NOTED ON THE PLANS. DOPE ON ALL PVC MALE PIPE THREADS OF ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES NON-PRESSURE LATERAL LINE SCH.40 PVC BURY MIN. 12" BELOW FINISH . D THE SPRINKLER SYSTEM IS BASED ON THE MINIMUM GRADE (SIZE AS NOTED) OPERATING PRESSURE AND THE MAXIMUM FLOW DEMAND 1 SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF J IT IS THE RESPONSIBIL4TY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES - - - - SCH. 80 PVC SLEEVES-MAINLINE 1 -4" LATERAL 1 -2" AND CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFY - - - -- RECEIVED � Owner: WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT TO THE LOCATION OF WALLS, STRUCTURES EXISTING TREES AND UTILITIES. WIRE 1 -2". (3 TOTAL) SEE DETAILS B & G, SHEET LI-4 THE IRRIGATION CONTRACTOR SHALL EXERCISE EXTREME CARE DISTRICT'S AUTHORIZED REPRESENTATIVE ANY DIFFERENCE AND BE RESPONSIBLE FOR ANY DAMAGE IN EXCAVATING DEC t J 2005 City of Palm Desert BETWEEN THE WATER PRESSURE SHOWN ON THE DRAWINGS AND WORKING NEAR UTILITIES. HE SHALL COORDINATE HIS RAINBIRD QUICK COUPLER MODEL 33 DRC AND THE ACTUAL PRESSURE READING AT THE IRRIGATION "M OLMK O'9Sf 73-510 Fred Waring Drive POINT OF CONNECTION. IN THE EVENT PRESSURE WORK WITH THE GENERAL CONTRACTOR AND OTHER ? SUB-CONTRACTORS FOR THE LOCATION OF UTILITIES AND THE 1 t+ } yr R - DIFFERENCES ARE NOT REPORTED PRIOR TO START OF These plans have been reviewed by the Coachella valley water Palm Desert, CA 92620 CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL District accordance with Water code Title 7, Division 1, Chapter INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER 3, Article 10.8, Section 65597 et seq. requiring efficient landscape ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS ROADWAYS, AND NEAR STRUCTURES. and irrigation design in cooperation with the local governing agency (City or County) NECESSARY. "Approval of this drawing by CVWD Staff does not constitute K DRAINAGE OF WATER THROUGH SPRINKLER HEAD WILL NOT approval to encroach into district and USBR Rights-of-Way. E THE FINAL LOCATION OF THE AUTOMATIC CONTROLLER BE ALLOWED. SOME SPRINKLERS WILL REQUIRE THE Y THE OWNER'S AUTHORIZED INSTALLATION OF AN ANTI-DRAIN VALVE IN THE RISER NIPPLE Trees, plants, walls and permanent sU res of any kind may not Project No SHALL BE APPROVED 6 be planted or installed in CVWD and U easements o Drawn By TO PREVENT DRAINAGE. DURING THE COURSE OF right-of-way without first obtaining croac me rmit rom REPRESENTATIVE PRIOR TO INSTALLATION. CONSTRUCTION, THE CONTRACTOR SHALL INSTALL ANhel CVWD. Checked By : GENE YAMASAKI DAVID VOLZ F THIS DESIGN IS DIAGRAMMATIC. ALL PIPING I N ANTI-DRAIN AS REQUIRED AT ANY SPRINKLER SHOWING Date � S -- Date : DECEMBER 29 2005 VALVES ETC. W a g me ervisor SHOWN WITHIN PAVED AREAS ARE FOR DESIGN SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS _ _ Scale : AS SHOWN CLARIFICATION ONLY. INSTALL PIPING AND VALVES IN OPERATED FROM AN ON TO OFF POSITION. INSTALLATION Calculations for Low Water Use Plants Calculations for Moderate Water Use Plants Development S Is Supervisor Drawing Title OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE PLANTING AREAS WHERE POSSIBLE, AND LOCATE CONTROL POC-A Estimated Water Use POC-A Estimated Water Use AND QUICK COUPLING VALVES 6" TO 12" AWAY FROM WITHOUT ADDITIONAL COST TO THE DISTRICT. HARDSCAPE. Spring Spring 23.43 x .20 x 5,836 x .62 / 748 / .90 = 25.19 CCF 23.43 x .50 x 3,556 x .62 / 748 / .90 = 38.36 CCF G THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST Summer Summer ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. E 56.61 x .20 x 5,836 x .62 / 748 / .90 = 60.85 CCF 56.61 x .50 x 3,556 x .62 / 748 / .90 = 92.69 CCF IRRI,^-A w/nT/0AM-CEIVED H DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS Fall Fall PLAN JUL U 3 2_'J06 SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD 13.86 x .20 x 5,836 x .62 / 748 / .90 = 14.90 CCF 13.86 x .50 x 3,556 x .62 / 748 / .90 = 22.69 CCF GRAPHIC SCALE THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES Total = 100.94 CCF Total = 153.74 CCF EW IN, SITE DIMENSIONS EXIST THAT MIGHT_ NOT HAVE BEEN Maximum Water Allowance Maximum Water Allowance 40 0 �� 40 FORESEEN AND CONSIDERED IN THE ENGINEERING. THE 93,90 x .60 x 5,836 x .62/ 748 = 263.74 CCF 93.90 x .60 x 3,556 x .62/ 748 = 166.06 CCFCU Surplus = 162.80 CCF Surplus = 12.32 CCF NI-M l W FEET) Drawing No SCALE. 1"=20' V-2 SHEET 6 OF 13