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HomeMy WebLinkAboutSpanish Walk Models Landscape Plans_1 REVISIONS REV. SHT. DESCRIPTION DATE BY SPANISH WALK E PER NZ S A A s PARTPQS,NG uNDsCAK ARCIVEM MW COAST HG-WAY.SURE WO DMA POW17,C40ORNA 9nn (%9)443.14* FAX(9!9)443-Yal TRACT A # 33837 o�NDSCApCITY OF PALM DESERT CALIFORNIA A � ��k.G�,, Murph}, •9,QC gnature * ) 14 e 10-117 15 `p Do6e �P -4 SUBMITTED FOR APPROVAL TF OF'CALIFO�� DATE MODELS LANDSCAPE PLANS APPROVED DATE _^ese d-cw'^gs and/c- - RELEASED FOR BID occcrrpory.-g soecriccfcrs DATE cre --e exclus ve orope-y c` CONSTRUCTION SET ISSUED 1-c. c-/-heir L re c V p_ti - - c^c -heir use cad p..� - DATE ccfc^ -c I be res ^c:ec tc -e or'c"-c s'�e fcr w- cn t-ev were p"eoored. to-.ise, -ec• - c..ct o- o- ajb icc`_ion `1, c"y (FORM TO BE COMPLETED AND ^ ethoc, w o _rt, AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS except F s_rr aerrr ss on `-o•n Fc"s.,rc TURNED IN AT FINAL YVALK �-:' • CERTIFICATE OF PROJECT COMPLETION y��t-�G /� /' Project Name: Parcel Map or Tract No.: LANr,>50APE ARCHITECT IRRIGATION Project Location: NOTES 5UMMER5 / MURPHY' PARTNERS, INC. 5UMMER5 / MURPHY PAR7NER5, INC. Maximum Water Allowance: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 341 cif PACIFIC COAST HIGHWAY 3411-T PACIFIC COA5T H 16HWAY (In hundred cubic feet) MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DINAH SHORE DRIVE DANA POINT, CALIFORNIA g262q DANA POINT, CALIFORNIA 112621:1 ^� Estimated Total Annual Water Use: CONSTRUCTION ELEMENTS A5 SHOWN ON THE DRAWINGS AND SPECIFIED SITE PHONE: (114) 642-4411 PHONE: (114) 642-4411 I (in hundred cubicfeet) HEREIN. CONTACT: JOE LA5COLA CONTACT: JOE LASGOLA � Preliminary Project Documentation Submitted: (initials indicates submittal) 2. ALL WORK SHALL BE PERFORMED BY A C-2-T CALIFORNIA LICENSED �o 35 AVENUE �` I i CONTRACTOR. FR CIVIL ENGINEER ARCHITEC Z i 1. Grading design plan w �A� �F�L PANGAEA LAND CON5ULTANT5.ING ROEBERT HIDEY ARGHITEGT5, INC. 0_3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE � � qy 2. Landscape design plan ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP ¢ GERALD ���< 2554 LA MIRADA, 5UITE H 1555 IRVINE COURT DRIVE #200 TO GAL-05HA SAFETY ORDER5 REGARDING PERFORMANCE OF WORK. ��q \/(STA, GAL I FORK I A g2081 I RV I NE, GAL I FORN I A ai26 18 °C 3. Irrigation design plan O 4. Irrigation schedules 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR UJ PHONE: (160) 126-4232 PHONE: (C1461) 655-1550 WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES PIPES Li DR. (160) 121-1405 GONTAGT:MARGARET SIGKA p Post installation Inspection: (initials indicate completion) AND STRUCTURES. THE CONTRACTOR SHALL TAKE 50LE RESPONSIBILITY L :Z CONTACT:CONTACT: CHUCK GLA55 ' A. Plants installed as specified FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF w LJ - SAID UTILITIES, INCLUDING DELAYS. RANCHO MIRAGE o � kLM 0 DESERTF B. Irrigation systems installed as designed 0 SHEET INDEX 5. ANY D I SCREPANC I E5 BETWEEN THE FIELD CONDITIONS AND THE CONTRACT o Comments: DOCUMENTS AND/OR THE DE516N INTENT AFFECTING THE 5UCCE55FUL FRANK SINATRA DRIVE Y t COMPLETION AND COST OF THE PROJECT 5HALL BE REPORTED TO THE o SHEET NO. SHEET DESCRIPTION OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. T TITLE SHEET A copy of this certification has been provided to Owner/Developer and District ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE CL CONSTRUCTION LAYOUT Comments: DISCREPANCIES HAVE BEEN RE50LVED BY THE OWNER (JOB O VICINITY MAP CD-1 CONSTRUCTION DETAILS SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 N.T.S. CD-2 CONSTRUCTION DETAILS AT THE CONTRACTOR'S RISK AND EXPENSE. �/� CD-3 CONSTRUCTION DETAILS It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District LOCATION MAP AP IP-1 IRRIGATION PLANLU and The City of Palm Desert's Landscape and Irrigation Guidlines. IP-2 IRRIGATION PLAN LEGEND IC-1 IRRIGATION LEGEND, CALCS AND NOTES Q Landscape Architect Signature Date License No. IC-2 IRRIGATION LEGEND, CALCS AND NOTES C� C� ID-1 IRRIGATION DETAILS Z 3 DIAMETER (33.60) EXISTING SPOT ELEVATION FF FIN15H FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION IS-1 IRRIGATION SPECIFICATIONS O F GARAGE FLOOR ELEVATION HT HEIGHT PL-1 PLANTING LEGEND f- J G WATER CONSERVATION STATEMENT PE PAD ELEVATION BCR BEGINNING OF CURB RADIUS TP-1 TREE, VINE &GROUNDCOVER PLANTING PLAN V TA TOP OF WALL EGR END OF CURB RADIUS O < A 4 S� ��I` SP-1 SHRUB PLANTING PLAN THE LANDSCAPE AND IRRIGATION DE516N INCLUDED IN THI5 LANDSCAPE TOP OF FOOTING ELEVATION TO TOP OF CURB �/� ��Q PD-1 PLANTING DETAILS a = 3 Z TES A DRIP IRRI&ATION SYSTEM. BW W G BOTTOM OF ALL B BOTTOM OF CURB ti s� PS-1 PLANTING SPECIFICATIONS W p O Ix ip THE PLANTING DE51GN USES DESERT PLANTS COMPATIBLE WITH LOW W T5 TOP OF STEP EJ EXPANSION JOINT ATER \\ ���I/ � 3 N O U5ACGE AND THIS DESIGN MEETS THE G I TY OF PALM DE5ERT'5 WATER USE E35 BOTTOM OF STEP SJ SCORE JOINT A,9 yjC O a 0 �► GB CATCH BA51 N REQUIREMENTS. 5G SAW GUTFCG FINISH GRADE R RADIUS REFER TO SHEET L-23 FOR THE G.V.W.D. WATER CONSERVATION CONCEPT FS FINISH SURFACE RDWD REDWOOD '9y STATEMENT. HP HIGH POINT HDR HEADER W OO - APPROVED - FL LP LO POINT LA LANDSCAPE ARCHITECT FL FLOW LINE MIN MINIMUM �O L LANDSCAPE PAWAGE CITY OF PALM DESERT LANDSCAPE OG ON CENTER MAX MAXIMUM e � GB CATCH BA51N MJ MASTIC JOINT (���" odo DATE ? i N INSPECTION SCHEDULE -- TG TOP OF GRATE ELEVATION TYP TYPICAL __! �l � LANDSCAPEMANA Z� Z � I) SLEEVIN6 / GRADING INV INVERT ELEVATION PA PLANTING AREA 0: IxBB BOND BEAM ELEVATION NT5 NOT TO 50ALE LU O a. Sleeve diameter, type depth and location � � � � i � � a. 1 b. Soil surface drainage, elevations and trash (Including weeds 4 rubble) �� ALIGN ~ V. < W 2) HARDSGAPE / BOULDERS-GOBBLE W � a. Sidewalk and wall layout 1.09� GRADIENT IN PERCENTAGE a arX b. Utilltles location LL Y CO W c. Boulder type, size, weight and placement 4:I RATIO: 4' HORIZONTAL DISTANCE PER P OF VERTICAL HEIGHT <CO p 3) IRRIGATION SYSTEM ROUGH-IN R RIDGE I FA, �� a. Trench depth b. Pipe size and class 6B GRADE �V BREAK F- J c. Pressure test (125 pet for 6 hours) RE K W FRA14K S I NAT AV O W 4) PLANT MATERIAL (trees 4 shrubs) DIRECTION OF FLOW O L a. Gondttion 'ROJGT KEY M A P b. Type ------- DRAINAGE PIPE , Qp c. Placement ® LOCATION NOT TO SCALE: ATRIUM DRAIN � HEET TITLE N 5) GROUND COVER (Decomposed granite) O R PLAN 5ET A - CITY/CVWD SUBMITTAL #1 5/25/15 SHEET a. Type O DECK DRAIN PLAN 5ET 'B' - CITY/CVWD SUBMITTAL #2 10/2/15 5 b. Depth and spacing CITY APPROVAL NOTES PLAN SET 'G' - CITY/CVWD SUBMITTAL #3 10/16/15 Z c. Compaction Q TURF DRAIN 6) FINAL 10 Z SMP a. Irrigation —31�/ PROPOSED CONTOUR NOTE: DRAWN Valves, boxes and wtrtng c,\D E cr) ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO These plans have been reviewed by the Coachella Valley Water District in SMP accordance with Water Code Title 7,Division I.Chapter 3,Article 10 8,Section * Controller operation and site speciflc yearly irrigation !Q` �� THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION �I A T E � SMP --31-�� EXISTING CONTOUR 'V ^f° nl 65597 et se requiring efficient landscape and irrigation desi to coo erat�on with schedule J F a� d q q g pp (re uired Gi of Palm Desert Water Efficient Landsca e -�� the local governing agency(City or County). 'Approval of this drawing by CNAVD Ordinance) �' p C _ BERM - BUILT-UP LANDSCAPE GRADE Q QAY� NOTE: staff does not constitute approval to encroach into district and USBR Rights-of-Way v DATE --� ALL CONCRETE MASONRY WOOD AND STEEL WORK IDENTIFIED AS i� * Sprinkler, bubbler and / or drip emitter t e, flow rate and O / G Trees,plants,walls,and permanent structure of any kind may not be planted or a antity per plant. p yp —DETAIL REFERENCE BY: PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DE5ERT'5 S T R I installed in CVWD and USBR easeme right-of- ay vithout fi t obtaining an � �• 616974 * Overall operation � - ,� LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. croachment permit from CVWD. m Z CAD FRE p —SHEET LOCATION �� � �T : f I e o As built on co IT 15 THE OWNER'5 RE5PON51BILITY TO OBTAIN ANY ADDITIONAL DATE ATER MA.NA EM \T DER r�tE\T � m SHEET NUMSM b. Tree staking —SECTION REFERENCE G�j� ��a' APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE (� 7 O —� c Overall UAAL O ` PERFORMED AS PART OF THESE PLANS / SPEGIFIGATIONS UNDER OTHER L4088 r j NOTE" SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 —SHEET LOCATION DEPARTMENT'5 JURISDICTION. 1J 0 CVWD PLAN# E�"ELOPMENT R CE DEP.�RT�fE'�T Tmi ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. W I OF 15 SHEETS PLAN SET"C" 10-17-13 I I \ f I IN Jir ® ® A5 19 ■ ® 8 A4 L CORAZO 6.0 A3 WATER LINE A PARTNOLS,INC 1" 1124 ® (PRIVATE ST N ARCHIITECTS _ 1° BEET) 180E 1• �OAAST HK;HWAY RM 200 DANA POINT,CAUK WN IIA 92629 (949)443-U* FAX(949)443-16M r / f tl 1i _ I __ DS w � C AP / „ do ti r r 0 4N ^ •'�yw r•. y - >. _... I :� is � 7-31-14 eneral Date .r 10-11�13 .... _ r ® 1�4N • _...- I � I � Dote I I I F OF CALtf D : F-A SALESo A 86 e e crcov ^g . the PAD=159.1 I I I L' cccc—z)c- -- soe o-lr:s O I o FF=159.10 TO tNST — O I I PER 7HE fl ERALL I re a ex s ve prr^p� ci ^crs .. ^,e-s 3,. ® 11 I ® PRODlCTI01 PLANS Li11 y . se -J cl I mAm CC" s^c ^e restr'cteJ - -e se I I ! 0"c' s•-0 to `o^ wt�_c �e were ^ecc•e Re-..se, recrc- .. .. ... L ® ^ of^�C w CL A-M s LOT 84 \ -cam, ;te e o w tte .... ... PLAN I T ✓ ✓. . ..... .. EI�£•'�tTCPli1 I .i ... LOT 83 FF:O ce--'s$ v no ��cr .-- I c� Yc t3 X' y i ....._. LOT 82 `. ... ... PLAN 2A PE:O # tEL SITE j J PLAN 3BpFF�[ q{� LOT — „ r$^p�i l.'�f•�. �':. FF:O " I ........ PE.O �••n..............•.•.... - - i �AR{�Ei,1G LO i_ yl�l (r I IL 4 d — — — 3/4tl TRANS- _ 1- FORMER SEWER LINE PASEO MERTIDO MAINLINE PROVIDED FOR FUTURE Al 5.1 A2 11(PRIVA STREET) 1 tl 310E 1 N WATER LINE Z I d 0ED W w ° O LLT �, I Ill RRIGA ION TERIA LE ND I ILIo SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #15 SYMBOL MANUFACT. MODEL NO. / DESCRIPTION gph PSI PATTERN NOTE A: POINT OF CONNECTION # 15 SHALL BE A 1" DOMESTIC WATER METER WITH A 2" SERVICE TREE BUBBLER MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR y HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 TRICKLE ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE MINIMUM OF 18"OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES TYP. FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE NOTE B: CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY SIDES OF TREE TYPICAL. CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE POINT TO POINT DRIP VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT RESPONSIBILITY OF THE POLES, FIRE HYDRANTS,ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED NO SYMBOL RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GA CONTRACTOR. GALLON PER HOUR) 20 CITY OF PALM DESERT REPRESENTATIVE PRIOR TO STARTING WORK. STATIC WATER PRESSURE 90 PSI SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY NOTE C WATER CONSERVATION STATEMENT BUBBLE: DESIGN WATER PRESSURE 70 PSIRS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES MAXIMUM SYSTEM DEMAND 19 GPM © TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH J AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT RESIDUAL WATER PRESSURE 20 PSI VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM U THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ¢ O PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. NOTE: co NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED U THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER ANY CHANGES TO THE APPROVED PLAN MUST BE Maximum Design Meter Flow Rates: Z 3 N USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO OVERALL PRODUCTION SUMMARY : 3/4" = 23gpm (1032) DRIP EMITTER ON TOP O O A TEQUIRE ENT INSTALLATION TOTAL AREA= 36,198 Sq. Ft. (0.83 Acres) 1" = 37gpm J .0 E TIFI ATE F PROJECT COMPLETION " NO SYMBOL RAIN BIRD ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING "RAIN BIRD EASY FIT" FITTINGS � � V NOTE: (33 gpm per Planted Acre) x(0.83 Acres) = 33gpm 1-1/2 = 80gpm I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM Meter flow rates for 1" Meter= 24-36gpm 2" = 120gpm O � � CV_ Project Name: Parcel Map Or Tract No.: ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. ®7777] 1" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT W � 0 Project Location: NOTE: EXISTING LANDSCAPE AREA- N.A.P. NOT A PART. Z ¢ T SHALL NOT BE PLANTED,INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR TREES,PLANTS,WALLS,SIDEWALKS AND PERMANENT STRUCTURES ANY KIND © C.V.W.D. 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT 3 • N O 0 N 0v Maximum Water Allowance: RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. Q V� RAIN BIRD 100-EFB-CP SERIES 1" NORMALLY CLOSED BRASS MASTER VALVE (In hundred cubic feet) ( ) Estimated Total Annual Water Use: NOTE: ❑F DATA INDUSTRIAL BADGER/220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE PER THE CITY OF PALM DESERT, ALL PIPING TO BE LOCATED (in hundred cubic feet) ADJACENT TO BUILDING/ HARDSCAPE, NOT IN THE MIDDLE OF ® WEATHERTRAK ET PR03 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL PLANTING AREAS DUE TO CONFLICTS WITH PLANTS AND TREES VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. Preliminary Project Documentation Submitted: (initials indicates submittal) ® 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD 1. Grading design plan N WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE Z 2 2. Landscape design plan RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY Iz 0 3. Irrigation design plan IL THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT RAIN BIRD 1X0-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWNEZF-0-9-03 REMOTE < W WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT CONTROL VALVE. - SIZE INDICATED. W V 4. Irrigation schedules MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING RAINBIRD 33-DRC LOCKING QUICK COUPLER WITH RUBBER CAP . Post installation Inspection: (initials indicate completion) OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND N QD W PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION DRIP SYSTEM NOTES. ' AS APPROVED PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE th G A. Plants installed as specified 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER CO INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT AS APPROVED PVC PIPE 3/4"- 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM MATERIALS.COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED tv) � W B. Irrigation systems installed as designed DESIGN CRITERIA. GRANITE SPECIFIED ON LANDSCAPE PLANS _ _ _ _ _ _ _ AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED =* IL O PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. H U.Comments: CONTRACTOR TO PROVIDE THE QUANTITY OF 15MITTERS AND RISERS W Z C O W . . BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND O 1 p PLANT / GROUND COVER EMITTER LEGEND NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL UL APPROVED SHOWN BELOW.ANY REFERENCE TO EMITTER QUANTITIES ON THESE ( ) a ir PLANT WATER TYPE USE #OF EMITTERS/GPH PLANS IS FOR DESIGN USE ONLY.VERIFY THE ACTUAL PLANT NO SYMBOL 3M DBY-6 DIRECT BURIAL WAVER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO ) A copy of this certification has been provided to Owner/Developer and District LOW SHRUBS 2- 2.0 GPH (4.0 GPH) BIDDING OR STARTING WORK. SHEET D RIPTI N NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS LOW MODERATE SHRUBS 2- 5.0 GPH (10.0 GPH) Comments: NO SYMBOL K.B KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE. HOA IRRIGATION PLAN MODERATE SHRUBS 2- 7.0 GPH (14.0 GPH) PIPE SIZING CHART WHEN RCV IS HIGHER THAN THE SPRINKLERS.I. TREES 3- 10.0 GPH (30.0 GPH) 0 TO 5 GPM 3/4" CL. 200 PVC PIPE VALVE NUMBER It is my opinion that the work outlined above has been completed in substantial DRIP SYSTEM NOTES: 5 TO 10 GPM 1" CL. 200 PVC PIPE DESK accordance with Coachella Valley Water District and The City of Palm Desert's ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. XX XX G.P.M. RH Landscape and Irrigation GuidlineS. 10 TO 15 GPM 1-1/4" CL. 200 PVC PIPE These plans have been reviewed by the Coachella'Valle,, 'Water Distract to P 9 POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN 15 TO 25 GPM 1-1/2" CL. 200 PVC PIPE XX HYDRO-ZONE/ IRR. APPLICATION AT E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10 8,Section MAWN MJ LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS `� R 65597 et seq. requiring efficient landscape and irrigation design in cooperation x ith REQUIRED BY EACH SHRUB OR GROUNDCOVER. NOTE the local governing agency(City or County). "Approval of this drawing b�-C\AN-D CHECK RH : VALVE SIZE Landscape Architect Signature Date License No. staff does not constitute approval to encroach into district and USBR Rishts of-Wa% CONTRACTOR SHALL SIZE ALL LATERAL LINES PER O Trees,plants,walls,and permanent structure of any Find may not be planted or DATE CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT s T R 1 p p p 10-I'1-13 COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE installed in CVWD and USBR easeme ght-of-Nvay •i out fir obtaining an QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT SIZE EXCEED DESIGNATED GPM RANGE. croachment permit from CV��'D. NO. blbgl4 G/TY OF PALM 17 5 RT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR SCALE: III _ I a I CAD FEE 17 INSPECT/ON SGHE O STARTING WORK. DATE WATER N4A\AG �1E\T DEP. TNIE\T REFER TO THE TITLE SHEET FOR THE GIN L40888 SHEET NU^0 OF DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO CVWD PLAN# EV LOPI\iENT R� CE DEP:-ART\fE\T PALM DESERT'S INSPECTION SCHEDULE. COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY I P�i PLANT GROWTH. Q' �Q' 20' ., NORTH 1 1 Of I a %OM PLAN SET "C" 10-17-13 l r ® ® WATER LINE �® (PRIV L CORgZON tAwsCAn N CHrTEc.-n�TNas'INC ATE STREET COAST Wh- WAY,%JITE 100 _.._. � � DM{A PO�tT,C�1l.FORNtA 42629 / r (949)443•�4�6 FAX(9�4431637 99 — — — r �NDSC,4 l f , 7 . .: +� _o r. O re r z, 7-31 , _ Sgnotu ; Renewal tDote , , 10-11 13 ® J r_ , 77 ,9 1 d I � TFOF LIFpEi Dote i - D ® ® I I ® I 24 x60 I rn These - SALES TRAIL w o_ s a Vh ex 1 - PAD=159.10 �-. ? (!1 a ^ c o I X FF=159.10 I 1 - - - � a-e m e m -- V m I ! ' I I o I I C S a C'thei � At is ® ^ _ I�TI -c s^cll to es', "e — s Al 24 \ I ( ^�C no 3/4' Odp Al 2 " -- - 1 I e e -ed. e CLCt C't�Cr DJt ` -- �: ^ietFx, n w^;a ^__ . ..... [i o LOT as r R.JS 5 On e ^"' y 5.. P.^ LOT 82 .. .. ..._.. !....; i LOT 83 FFOO `MOD Sr E I Sj-r-re-s 3c e�. _ _.. LAN ... .... I PLAN FF O B ... P PE O A PE.O - - I PARKING LOT I YAN RE.0 .. I HANDICW ... \ ®. I I ® I I � t , , . ... _ TRANS- OR All ....... ... �❑ / SEWER LINE PASEO ERTIDO (PRIVATESTREET) WATER IN E,e ❑ z O m r d ❑ v o to �c <<.<[< IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION gph PSI PATTERN TREE BUBBLER y HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 TRICKLE PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE S CITY OF PALM DESERT PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA r EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE 42 WATER CONSERVATION STATEMENT SIDES OF TREE TYPICAL. 0 POINT TO POINT DRIP J THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE V NO SYMBOL RAIN BIRD XERI BUG XB-10PC-1032,XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS(1.0, 2.0 GALLON PER HOUR) PLANT GROUND COVER EMITTER LEGEND cc � PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY V co THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER PLANT WATER TYPE USE #OF EMITTERS/GPH Z 3 co USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE RE( UIREMENTS. © TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH LOW SHRUBS 2-2.0 GPH (4.0 GPH) 00 d CE TIFICATE F PROJECT COMPLETION VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM LOW MODERATE SHRUBS 2- 5.0 GPH (10.0 GPH) CC G V PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. Q Project Name: Parcel Map or Tract No.: MODERATE SHRUBS 2-7.0 GPH (14.0 GPH) O < d A NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED a = � Z Project Location: (1032) DRIP EMITTER ON TOP TREES 3- 10.0 GPH (30.0 GPH) W Q 0 DRIP SYSTEM NOTES: 3 N 08 Maximum Water Allowance: ® P.O.C. 3/4" DOMESTIC WATER METER WITH 3/4" SERVICE LINE FOR FUTURE RESIDENCE, EXISTING PER CIVIL DRAWINGS ( not shown) ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. 0 Q N V r (In hundred cubic feet) STUB OFF WATER SUPPLY LINE FOR IRRIGATION AND PROVIDE A GATE VALVE TO ISOLATE THE SYSTEM. POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS Estimated Total Annual Water Use: ® IRRITROL RAINDIAL RD 600EXT WALL MOUNTED IRRIGATION CONTROLLER, LOCATE IN GARAGE AS AVAILABLE. REQUIRED BY EACH SHRUB OR GROUNDCOVER. ® HOUSE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT (in hundred cubic feet) /� ® IRRITROL CL-W1 CLIMATE LOGIC KIT WITH A WIRELESS RAIN SENSOR/TRANSMITTER, MOUNT ON EVE OF RESIDENCE ROOF COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER Preliminary Project Documentation Submitted: (initials indicates submittal) \ H WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR N TORO (LOW FLOW VALVE RANGE .25- 8.0 GPM) STARTING WORK. N 1. Grading design plan \ Z (MED FLOW VALVE RANGE 2.0- 20.0 GPM) Z W SEE PLAN FOR VALVE SIZE- DZK-EZF-075-LF ( 3/4"VALVE ) OR DZK-EZF-1-MF ( V VALVE ) DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO G 2. Landscape design plan PLASTIC ANTI-SIPHON TYPE CONTROL VALVE, WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL COMPENSATE FOR FUTURE PLANT GROWTH, MAINTENANCE PERSONNEL SHALL W BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY a 3. Irrigation design plan PLANT GROWTH. W W AS APPROVED PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE 4. Irrigation schedules W AS APPROVED PVC PIPE 3/4"- 1114" CL. 200 AS LATERAL LINES 12" BELOW GRADE !IeJ ti W Post installation Inspection: (initials indicate completion) _ _ _ _ _ _ _ AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED DRIP SYSTEM NOTES. <2 0 PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 30.2 5 U A. Plants installed as specified INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L. APPROVED) MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED �- U. = B. Irrigation systems installed as designed NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) GRANITE SPECIFIED ON LANDSCAPE PLANS ,V Z(,� O W Comments: CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS catCL NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS a 0)F- 2 BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND NO SYMBOL K.B.I. KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE WHEN RCV IS HIGHER THAN THE SPRINKLERS PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT UT DESaI N A copy of this certification has been provided to Owner/Developer and District QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO REAR YARD Comments'. PIPE SIZING CHART VALVE NUMBER BIDDING OR STARTING WORK. IRRIGATION PLAN XX XX G.P.M. 0 TO 5 GPM 3/4" CL. 200 PVC PIPE XX HYDRO-ZONE/ IRR. APPLICATION DESK;NM MM 5 TO 10 GPM 1" CL. 200 PVC PIPE \,Lj 10 TO 15 GPM 1-1/4" CL. 200 PVC PIPE , These plans have been revie,.i-ed by the Coachella "alley Water District in It is my opinion that the work outlined above has been completed in substantial accordance with Coachella VALVE SIZE p T E accordance with Water Code Title 7,Division I_Chapter 3.Article 10 8, Section DRAWN MM Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. 15 TO 25 GPM 1-1/2" CL. 200 PVC PIPE nl 6559'7 et seq.requiring efficient landscape and imgation design m cooperation with the local governing agency(City or County) "Approval of this dravti ing by CN1l-D RH NOTE: staff does not constitute approval to encroach into district and USBR Riahts-of-fit ac CONTRACTOR SHALL SIZE ALL LATERAL LINES PER O G Trees,plants,walls,and permanent structure of any kind may not be planted or DATE 10-I_T Landscape Architect Signature Date License No. S T R I installed in CVWD and USBR easements or right-of-„ ithout first obtaining an PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. / / encroachment permit from CVR'D � NO. 616g74 CITY OF PALM 17E5EJeT SCj L III = I O I DATE WATER.I `AGE'MENT DEPART\ EN CAD � INSPECTION 5CHEVULE NOTE L40889 SHEET Nur� REFER TO THE TITLE SHEET FOR THE CITY OF CVWD PLAN 4 E\'ELOPNIE ER _ICE DEPARTMENT PALM DESERT'S INSPECTION SCHEDULE. Of �o� 20� �o� NORTH JiF 1P,,iiii,,,,,2 8 OF 18 SHMS PLAN SET "C" 10-17-13 IRRIGATION NOTES MODEL WATER USE SUMMARY FOR POC 415 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION --.-------------.-----------.---------------------------------.---------------------------------------------------------------------------------------- PROVISIONOF THIS ORK ARE HEREBY INCORPORATED INTO AND S SHALL BE CARRIED OUT Y THE CONTRACTOR.E A PART OF THESE SPECIFICATIONS AND THEIR1 . I 'll ! IRRIGATION RUNTIME SCHEDULE Landscape WalterUse Calculations 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES i _ ... I. _ TYPIC L I III RRIGATION CONTROL11 LER RUN TIMES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE FLAIITTYPE, SPRIN#tLER Etsr AID I"R RATE IE RUN 1fIIfItE flUANTIM RUN TII a P,utnrets,Mc IL II PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS 11 t Iys P1aa l eek 9.9 (HC3URS) {HWRs} trr+oscA Nta+rrEcrs SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. IgR },1ECT: 3 'I � - ' � Shnal adOcoarntleer TkaCt # .. 13€1 I . {). 1.05 1949)4431416 FN(1419)4431631 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE - - - BEGINNING WORK. CIt P Im De se_ lifort sa _ Try _ Bclbbler H�;ads 9. 1. 4 80 �001. ' 0III-I 11. 2 fl.23 �NDSCgp 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED MODELCOMPLEX IRRIGATION PLANS-Ml`TER#"1.S� CYCLES F"ER I1A'1P' 1 T01AtL NU!'�IBER C3F S1�4I7pWg; 5 ��c,0 �, Murp� e HEREIN BEFORE BEGINNING WORK. 1 .ProjeCtEto: 93.9 TOTAL RUN TIME:IN HOURS FOR DRIP &BUBBLERS ONLY: 1.� � GAG' y do �y .. . TOTAL RUN TIME I N HOUR S: 1.2$ 'm �, 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND ISm Annual Water Allowance . -. 1 - - w ct' _ c� TO BE INSTALLED WITHIN PLANTING AREAS. � � €(I# lir'tlA} Of (GALLONS ONS I�EI YF�tI THESE SUGGESTED RUN TIMES ARE FOR REFERENCESigreure WATER CONSERVATION CONCEPT STATEMENT ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO '-3,-t4 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS Renenal Date OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS 1. VARYING SITE CONDITIONS. CONTRACTOR SHALL 10-I1-13 Total S <Ft.= 11,42 POINT OF CONNECTION ADJUST RUN TIMES AS REQUIRED TO PROVIDE sl Date �P WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S �lFOF CAEIF��� . REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY - FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. I' WA = (Eto)X. 5)x(Total S . Ft.)x(G.62);�(7 ) 445 CCI` Project Site:Spanish Walk Esperanza Tract or Parcel Number: 33837 THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE Applieded "" Project Location: City of Palm Desert California WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND 'Esti MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION. SYSTEM TUNE-UP. T�ese c ram.^cs -^e 1. p INSTALLATION. AU ONE PER Landscape Architect/Irrigation Designer/ Contractor: SMP INC. SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING °Tcc = �`s OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW. AND e ' e ex ve =e crs�- S_ -Te^s & %, -. Included in this project submittal package are: (Check to indicate completion) PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION Irc. ^ 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE p ^c ^e _e c^c c - FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. E�'U- Et x ar€t F for x{ IyClr orte 1=t U 7 ) ... 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER c sr ce ,es'-c-ec the DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM y rc s `c = e, 1. Maximum Annual Applied Water Allowance: wee -e r Re se. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE Lt� v Water USe Shrub Iat^ttitt : DESIGN CRITERIA. c �t �c ^ ^. Conventional Landscape: 445 100 cubic feet/year TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. �e+ * c s + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) Groh-.',e exce c. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE Plant F 2 °Ft. ' �. I -11 ... Maximum Annual Applied Water Allowance: 445 100 cubic feet/year perr^ ss s =-c :-1 s -c S� e s ac "1 LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED1. ' C11 CF TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE 2. Estimated Annual Applied Water Use by Hydrozone: SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING, Turfgrass Hydrozones: 0 100 cubic feet/year :Mod Water Use Shrub Planting: ­11 Recreational Turfgrass Landscape: 0 100 cubic feet/year 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL1. Low Plant Hydrozones: 49 100 cubic feet/year REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE Plarlt FaoP`= U S S •Ft, S, S IE= 13.9 Mod Plant Hydrozones: 370 100 cubic feet/year CONTROL VALVES WITHIN 18" OF HARDSCAPE. High Plant Hydrozones: 0 100 cubic feet/yeariI CCF Water Features: 100 cubic feet/year 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS Other Not Applicable 100 cubic feet/year ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS .Low Water Use Tree 13lant>n : 1. Estimated Annual Total Applied Water Use: 420 100 cubic feet/year I INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW REPLACEMENT OF I PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS 3• EATAWU < MAAWA AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. Pent Ecor- 1 ,2 }'Ft. IE- I: U- C 4. Landscape Design Plan Z i _ 5. Irrigation Design Plan H i SPANISH WALK- ESPERANZA COMMON AREA PHASE 1 LANDSCAPE IRRIGATION PLANS I Mod Water.Use Tree Plarttln�: ___ PLANT / EMITTER SCHEDULE 6. Grading Design Plan EMITTER EMITTER Izltlt Factor= tI.S .Ft.='B IE= 0L.9_ ~ 7. Soil Chemical Analysis (optional) < ! BOTANICAL NAME ICOMMONNAME QUANTITY VOLUME EWU= D CCF 0 Description of Project: (Briefly describe the planning and design actions that are intended '�( LOW WATER USE SHRUBS '�I to achieve consevation and efficiency in water use.): ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH MAXIMUM UM APPLIED LATER ALL+ti3 AIf CE: �CIF Utilization of controller with water budgeting feature. AGAVE AMERICANA CENTURY PLANT 2 1.0 GPHgn honrebiCf} t Irrigation zones separated by plant material types. ALOE BARBADENSIS ALOE VERA 2 1.0 GPH ALOE 'BLUE ELF' BLUE ELF ALOE 2 1.0 GPH TOTAL ESTIMATE[ CATER USE: CCF Date: Prepared by: DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH n hundred ul €t feQt) - Q ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS 2 1.0 GPH v HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH LARREA TRIDENTATA 2 1.0 GPH COMMON AREAS AND MODEL WATER USE SUMMARY FOR POC #15 CREASOTE LAVANDULA ANGUSTIFOLIA LAVENDER 2 1.0 GPH 03 OENOTHERA CAESPITOSA WHITE-TUFTED EVENING PRIMROSE 2 1.0 GPH PENSTEMON SUPERBUS PENSTEMON 2 1.0 GPH W SALVIA CLEVELANDII CLEVELAND SAGE 2 1.0 GPH t.al"rs�ca WerUs Calculatictr�s - IRRIGATION RUN TIME SCHEDULE J STIPA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH LAEYTE IlTIC'f . TYPICAL I.IRRIGATINTRI_LI R IINLL TIs v% 0 0 YUCCA ELATA SOAP-TREE YUCCA 2 1.4 GPH - - LL'LPLANT TYPE / SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME Z co YUCCA BACCATA BANANA YUCCA 2 1.4 GPH Days P'er lrfuteek. 9,9 (HOYIRS) {HOURS} O 0 ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 1.0 GPH III Shrug and G(OULnd Covers: PRR33:IEOT:.Spanish Walk( Es era z ... H ZEPHYRANTHES GRANDIFLORA RAIN LILY 2 1.0 GPHLLL..... Drip .!3fJ Q_40 0. 9 0.90 0.35 £ 2.10 V Tra1. ct f# 3837 LOW/ MOD WATER USE SHRUBS _. _ ...... 0 < CV LI City of Palm D�~sert,Callfo €a Trees d = Z t~�I _ . AGAVE GEMINIFLORA TWIN FLOWER AGAVE 2 1.4 GPH .... .._. Bubbler Heads 90 _ O.BQ 3 0 €..... 00 t} 11 9 1.03 Z r*- AGAVE DESMETTIANA AGAVE 2 1.4 GPH PROP AREASEIF ICEt3I`ROMP�35 CYCI-€S.'€R DAB` 1 TOTA L NtJL'411EI� OI. STATIONS: 15 . TOTAL RUN TIME.IN HOURS FOR DRIP &BUBBLERS ONLY: 3.12 LEUCOPHYLLUM CANDIDUM SAGE 2 1.0 GPH PrgjectLto: 93.9 0 . G N c� .. .. TOTAL RUN TIME I N HOURS: 3.12 LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 2 1.0 GPH = Maximum Anne Water AllavmnceL. (IItIiA�t6t'A} MODERATE WATER USE SHRUBS (GALLONS PER YEAR) THESE SUGGESTED RUN TIMES ARE FOR REFERENCE - WATER CONSERVATION CONCEPT STATEMENT ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 2 2.0 GPH . ". .. . VARYING SITE CONDITIONS. CONTRACTOR SHALL CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH Total Sch ft -j 3b,1. 11.11L POINT OF CONNECTION ADJUST RUN TIMES AS REQUIRED TO PROVIDE CAESALPINIA PULCHERRIMA ROCK ROSE 2 2.0 GPH11 CISTUS PURPUREUS LAUREL LEAF SNAIL SEED 2 2.0 GPH L. tIWAI x1. Sg, Ft,) B t;274g) _ € Project Site:Spanish Walk Esperanza Ph 1-3 Tract or Parcel Number: 33837 N .... _. .. .... ........ THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT DODONAEA VISCOSA HOPSEED BUSH 2 2.0 GPH LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 2 2.0 GPH - ... - Project Location: City of Palm Desert, California WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT < Z aD LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH IBC 13tea US#d . _ MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP. Q GALLONS PER YEAR} Landscape Architect/Irrigation Designer/Contractor: SMP INC. SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING a U LIRIOPE SPECIES TURF LILY 2 2.0 GPH _ ...... ._ ..... .. . MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 2 2.0 GPH OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW. AND "LLIncluded in this project submittal package are: (Check to indicate completion) PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION W tD ROSMARINUS OFFICINALIS ROSEMARY 2 2.0 GPH EWU=((Eto)x(Plant Factor)x( lydrozone Sq. Ft.)x('0,6207 ) /IE 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER §RUSSELIA EQUISETIFORMIS CORAL FOUNTAIN 2 2.0 GPH DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM Y W 1. Maximum Annual Applied Water Allowance: SALVIA GREGGII 'SIERRA LINDA" RED SALVIA 2 2.0 GPH L� r Water Use SIrt3b Platatlf;: DESIGN CRITERIA. J Conventional Landscape: 1409 100 cubic feet/year cable) .. b f -- ----.._ .......-- -..-.--- ....__ - --.-._..-.- - .- _.__.. --__...__ __----_ __._.. - ---_------ Plant feetot _ f1.2 Sq.F ,= 173 lE= t1. Maximum Annual pp led Water Allowance 00 cu Ic ee y ar + Recreational Turfgrass Landscape: 0 100 cubic feet/year I app IW A I' 1409 1 t/ e = O 11'ItATER PRESSURE CALCULATIONS .. .... ...... ... ..... ..... _. M: _ _. SCE 0 . III>3ATER nr1ETER NUP.,iBER 15 WATER METER SIZE 1" - 2. Estimated Annual Applied Water Use by Hydrozone: �j �N0 _� U jHYGRAULIC GRADE Llf'JE(FT) Ia A, d'vATER METER ELEVATION (FT) PJ`A Turfgrass Hydrozones: 0 100 cubic feet/year W !ELE�iATiON DIFFEREPICE (FT) P,UA STATIC PRESSURE (PSI') 00 Itrd WterUse Shrtrbl3lantln : Recreational Turfgrass Landscape: 0 100 cubic feet/year aad p . ... REP,�OTE OO�dIROL �,'A.Lti'E# A-1n REMOTE .-_'0ITRC)L`�ALVE SMILE 1 Low Plant Hydrozones: 339 100 cubic feet/year a. 0 H Q x !R.-.V. ClEMANO(cipm) 13 TOTAL DEMAhJD(GPM) 19 __ ..._ _. I ..... _ Mod Plant Hydrozones: 712 100 cubic feet/ ear Y Y HIGHEST HEAD SERVED(FT) P,VA, :STATIC PRESSURE AT HIGHEST HEAD 4 A Pl ant Factor 0.5 Sq.Ft.= 1.5,01.E IE_ 0.9 High Plant Hydrozones: 0 100 cubic feet/year HEFT D 1 N . . __ .____ _.._ I. ,SIZE DESCRIPTION FLbtitJ # PSI LOSS E #U=! CIF Water Features: 100 cubicfeet/year n 7 P .I Other Not A I�cable 100 cubic feet/ HOA IRRIGATION 2" SERVICE LINE(50 FT OF TYPE K COPPER 19 1 pp year CALCS 1" HATER METER(DISC 7,(PE) 19 2 20 PSI .__ ............. ... ............. Estimated Annual Total Applied Water Use: 1056 100 cubic feet/year 1" EAC€<FLOVV PRE4'ENTER (R/PTYPE) 19 1 3 13.0 PSI I Low Water Use Tree Planting: I I 1" FILTRATION (1�,YE FILTER) 19 A PSI 3. EATAWU < MAAWA NIA PRESSURE REGU ILA.TOR(WILKINS BRA) MA 5 N!A PSI . I 1" BFD ASSEP�1BL1r PIPING (BRASS t�f1 a ELLS) 19 6 ?.6 PSI Plant factor= :2 .ft,= 2,2$1 IE_ { .9 D RH 1" MASTER CONTROL idALdE 1 7 2.1 F'SI �+ 4. Landscape Design Plan These plans have been reviewed by the Coachella``'alley Water Distract in 1" FLOW '.EI1J'S0R 19 3 1.0 PSI - -- ,;1111 A T E accordance with Water Code Title 7,Di%iston I-Chapter 3,Article I0 8-Section I DRAWN MJ I 2" ISOL�70N VALVES (BALL T`fPE) 19 9 1.0 PSI ..... 5. Irrigation Design Plan R 65597 et seq.requiring efficient landscape and imsanon design m cooperation��ith I ® 2" Sn0 FEET OF MAINLINE: C.L. 315 P�d�� 19 I0 l.fs PS! Mod Water Tree I lantin>s: the local governing agency(City or Counri) "Approval of this dra�.tn-b- CV`�D RH N/A FEET OF MAINLINE hJfA 11 N/A PSI 6• Grading Design Plan staff does not constitute approval to encroach into district and L SBR RiPubs-of-�l ay D^� 2" 5-9�3 DEGREE ELE �1�dS 19 12 0 PSI O d G Trees,plants,walls,and permanent structure of any kind may not be planted or 10-I-1_13 1" REMOTE CONTROL VALVE 19 13 t�5 PSI I�Iant Factor Ft. 1, 5+ IE {}. S T R t installed in CVWD and LSBR easem t-of-�yay pit tit first btaitnn�an 7. Soil Chemical Analysis (optional) croachment permit from CVWD. JOB �• 10i'u LATERAL LIME LOSS 1Q 1 t 3.0 PSI �� 67 1CCF 6169'74 20% FITTING LOSS (IN ADDITICDNTO ELBOWS SHO`�Ni 19 15 0A P'SI ��/ �/ t�ESJ@T 'LL1. 1. I c.w A� G!/ / D� ��L1-� NIA ELEV,ATI011 CHANGE (P.O C. TO HIGHEST HEAD) IUtA 1F NiA P�I Description of Project: (Briefly describe the planning and design actions that are intended DATE ATER \i_ `AGE�iENT DEPA iE�i 1N5t=5C71ON 5GHEOULF NOTE TOTAL SYSTEM PRESSURE LOSS (SUN1 OF#1 THRU#16) 17 39.5 PSdLLLL. to achieve consevation and efficiency in water use.): � SHEET NUMBER PRESSI lRE REQUIRED AT HEA.G 1�: 3(l 0 PSI Utilization of controller with water budgeting feature. L40890 - REFER TO THE TITLE SHEET FOR THE GIN OF jTOTAL PRESSURE RED-1UIRED(SUM OF APdD#18) 19 F`a 5 Psi fIAtII` IC)M APPLIED WATER CCF Irrigation zones separated by plant material types. CVWD PLAN# EV LOPn4> T S I E DEP.�RTtiiE�T PALM DESERT'5 INSPECTION 5GHEDULE. STAT 'INATEP PRESSURE (FR'rwW ABOVE) 24 90 c� PSI dirt b,����.����b$�f�et� I lc i iRESICdJAL PRESSILIRE(SUBTRACT#19 FROP�I#20} ?1 2u 5 Psi TOTAL ESTIMATED t,;lliATER USE'= 1. CIFLLL Date: Prepared by: !`SET PP.V OR MCI AT(420 PLUS 10 PSI) 22 NIA PSI _ !PRESSURE E:OOST, IF REQUIRED(-_ETTO ACHIEVE 30PS�I RESIDUAL) 23 NIA PSI �ltt I.€€ndre�c�blvfeet� _. _ I .1 OF I SHIRTS PLAN SET "C' 10-17-13 ; - - - - � ! I I IRRIGATION NOTES . . � I I . I ., I � � 1. - .­­­ I I .­.­.­­.­..,. I I I � Landscape WaterUse Calculations I I I I 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION � Landsca pe Water Use Calculati ons :, � � . . : I I Landscape Water Use Calculations � . . I � I �� ­­­­­ �- ".. I � . 11 1''.I� ��, - 1.-I ­ ­­­ ".,I , 1.1-11%­111"', �­ . I � I I : . I OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR I . : COACHELLA VALLEY WATER DISTRICT . , I I COACHELLA VALLEY WATER DISTRICT I I . 11 � I - I 11-11 - I . � I 11 I � : COACHELLA VALLEY WATER DISTRICT I - - �11 11 .11 I I 1­1 -......I....- 111 111.1.... ­­­­­.- ­­­­ � "I'll'' I - 1 . ­­. I ­ . 1-1.11 11.11,1111.11 , . �►I 1 . -� - ­­ ­ I- .11 PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. I , I. I I . I ., � I. � I .� I I � . . .......- � � 1.11,11 . I I � � I 1-1. I � I I 11 � , 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES PRojEcT Spish WkEsrnz LOT# ­ I CPROJECT. I -I - 1. I ­...", ­.. LOT#84 P RNN CmoiEva nish Walk- Esperanza OT#8 aI PROJE T: Sp anishWak- Esperan A BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE 1...�.. ......I... LADSCAPE ARa4mm PLAN ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THES ATUA OITI Tract#33837 ;Trams#337 Trams#337 CDAST HK)WAY,SUITE 200 . I I I' l -I �.ONS City-o f P..�alm Desert,California II I DAM PCWT,CAUFCOAA 926B SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. City of Pal Desert,California ...... . , ... . -11 : City of Patm Desert,California ")443-U* FAX(M)44I-%M . � I.. � .. � . I - ­­­­ I .. 1. ­- I . I 11 I -- I- .1.1-111-11 I 11 I I � I . 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE . . . �, . �. I BEGINNING WORK. PKI Gr.o''.jL,eI"LI c1'I t.EI1 t 1S.o--1 1 PI: 9I R31....19 I-P� r.I.11o1I11j..­I 11.ec 1O1I 1.-1t1E1-"I1t­--'1 lo: . .1I.91� 1 9 . -.P..11.-r,-o1-::.1.-j1-:e:1-1:�.:.c..t E I�toI--.I 93.9 1 11 19_ : , j �-N -- VDA S C A P F 44, 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED M WA r + C Ma)dnwm Annual Wer Al loran VAWA Maximum Annual Water Allwe - ( � �� ) • MaAnw Annual meter Allow = 1- IMAWA) . 9HEREIN BEFORE BEGINNING WORK. AONRY ) (G ALLNS PER YEAR) (GALLONS PE YEAR) 0 �V,-- . .. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS lure rn­n4 - I I I I � TO BE INSTALLED WITHIN PLANTING AREAS. I 111-1-1-1--..- .I I I I I -1.11.....-- I .11 I .1 ­­1:.......................__ _ I " I"..,....�..,......I ­11- ­­ ­ ­­..­..­ , I . . ' 'I'll 1.11 I—, I .- I 1". -,-I ...I I ­­ - -....­1 �� - � I � I � i � 7-31-14 1 1 � I I I Total Sq�Ft. = 772 1 1 1 � I : I I �, . � I . .... .. TotalSq.Ft. Re, Total Sq.Ft.=1 877, , I : I . �. I I I",".. I 111-1.I I I I I 1 .111.1111 I 111.11 1-11........I' ll, ­­­­ I � 11 1 975: 1 1 1 1 I Date � I ­­ � ­ � I .......11 it -1-1-15 *1. I . �0 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS � � 1. � I I I :, I � .. � . 1. I � I ­­­­ ­1 ­­-.1-1 - ­­� .­­I ��� I I � ­1 - I .1 I I I I��� 111 1- - -11 - �11 - -.1--­­1 I'll".."11.11 -I .I....11.....I....1.1.111-1-I.. ­­- - .1-1- I I � I 1J. I . ..'.."..",11 � : Dote I - .. I ...I I - � �. -- I I .­­­... I ­­� 11 - ....... e I— � I I I. ..�.....�.1.� I I ...11 � - � ­­­... � - . 1.111 , I ­­..........I . ­­ -.......... ­­­­1­1­­ ­­111111-­111111---...­__1­. ...I..", I I � . ,1,?i I � I I I z (Eto)x(0.5)x(Tota1 Sq.Ft.)x(0.62)/(74.8-) = 30.CCF � I I :MWA , . 38 CCF OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS . W, A = (Eto x(O.5),xJotal Sq. Ft.)x(0.62)/(748) = I 34CCF . � I -.1-1.1 ­­ I 1,I I 11.1.1-.111 I I I'll, I'll. . , : �MWA = (Eto)x(0.5)x(Tbta1 Sq. Ft.)x(0.620748) = �vEL 1) � ..... : _­ 1:1.11,1­11111 ....... . 11,11, 11 ��. . ­­­­­­­­.1 I � 111. 11 I'll, I . ­­...I...1.1.1.11' '. I I I 1­11.11...1.11.11 :1 - OF A . 1 .'­­�.. .........'...-I.- ,. I-- I . I . . ....I.., WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S I � I I . I I � I I I, I REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY .I.... .­­­­ ­­­­­ -_­-­1111-I ...­­­­.....I.....� I..11.......I—I I ­ I ­­ - � ,I ,,".."...'......."""., - .....I... - � ­1 .1-- .­­­11--l- ­111 ­ - � 11 11111--.111 ­­.­ - --.-I I I...-I I ­1 I � 1.111111111 . - ­­­I � I . . � �I .�. I. �Estimated Applied'Water Used �. :Estimated Applied Water FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. I I I I I I,,­I "'"""'.,.,.,,.....,.,.",.." .. Estimated Applied Water Used I � � 11 11 11.1 11 11 I'll,PER � I - 1. I I .. 11 11 I I�..11.11.1. I - ..11 I I—- , I 11 . I I � . . . I I, I I I I I(GALLONS PER YEAR) : I � (GALLONS PER'YEAR) I 1, I I -� � I - - I I I �.I-, - . I I ­ 11,11 ­­­ I I I 11 I. .. I' ll, 11 I I I 11-1.1 I I I � 11 �(GALLONS PER YEAR) _ I I-ese a,cwj, - -ne I � - 11-1- QS cr::./-- . 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE . II1 I -1-­ c*'c., .­,,SP ,cc-yi r g s:pe c: -f �- -c_::--,.,I -z-C- -' �,- s TH LOAL CITY COUNTY AND STATE REQIRMENTSFOR BOTH EQUIPMENT AND I - 1 c,e e ex-us.,e :­_er , cI I/-RESPONSIBLE TO COMPLY WI EWU= Eto)x(Pantactor)x(Hrozone. q.Ft. x(a (74 ))/!E 78IEEWU= (Eto)x(Plant Factor)x(Hydrozone Sq. Ft.1x(0.62)/(748))/1E (( . EWU=((Eto)x(PIant Factor)x(Hydrozone Sq.Ft.)x(O.62)/( 4 ))/ -0-5--/'S - ne-s M- CINSTALLATION. 1 C -,e rise :jt C De es"11-ec t . 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE LowWater Use Shrub eShrbPlantin z - S'-e '0- %- -r __e;LoviWaterUse Shrub Plantin LowWaer s - FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. were )-e�c-ec. Fe-use, e, - ....... 11 1 -. ... .. C - U:. t 0.2 Sq.Ft.= 5 IE= .9t Factor= 0. Sq.Ft.= .SOG IE= 09 Plant Fctor lant Factor= 01 Sq.Ft.z 00 IE= 0.9 -e -cc who e , 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE Pl .j .- s .........1 :� , *,- e- , TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 1W.11 -U"=I'll.I- 9 CCI I F I U= CC11F EWLI= 7 CCF -e -:se'c- `rcr_r.: S_ I-- ...... . . & ,I rc- 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE ­...... "I'll ­ .� : 1 LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED ModaterUsehrubPlanting ModaterUse ShrubPIantin ModWater Use Shrub Pi anting- I...1.1I:I ­ " . I I I TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE .. E­­,........­U..:...:.....:.: 11 - . SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. PI ant Factor= q.Ft.:= 377 1E= a9 Plant Factor zI0.5 Sq.Ft.= 272 IE 2 0..9 , �I I P�.--1.aI.-...n--t.I 1.1 111 Factor actor 1 1=­-_..1.�:I:- .0:­�_.....,.­­.5 .�..­�-I..-.I...1.........11..S11."..111I111',q..1 1 1-F11 t.'.­=�1..'�..'...,..,..�.I:I. "5.",."I"'I l7,.l,,5 -...­ .- .. IE= 0.9 .:­ , 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL EWU= CCF _ CCF EWU- 25 CCF 1111111111111 REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE ..... I I I�CONTROL VALVES WITHIN 18" OF HARDSCAPE. I.Love I Water Use-T1-r1e1,e P_11a1-n1t1 in�g11:­11 11 .......... 1 .1 I .11...I—, I -I I Low.1.Water-U1-1s-e1.I....T1.11r-e1...e11...I Planting. lanting.11.1.11.11,1.11.1. 1.1.1.1-11 11...11-1. I...-.-........-...I 1 1 I.-I11.11,...11...I11-11-1"I'll II ­L.­o­w....­W­.,a-t e­1r1111 1 U.....s.I eI Tree e I�Pl.,antin�.�g, -- Ii - I . � I � I I 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS . , �" , I � I I � .,,.­­,1 ',��I I, . I � �I � . . I I I I : Sq.Ft.=.0 Sq.Ft,=�O IE= (19 � I � . . ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE, THIS .Plant Factor=10,2 : I : IE= 0.9 P1 ant F acto r z:0.2 �..,............I..", Plant Factor=:0.2 Sq.Ft.z 0 IE= 0.9 i .. ­­11 111.1.1111-1-1­­­­ _,".-I.- I-- �.111:........... �.........................:.�- ____ �............... ___......... __..........�....... -............11-11, 1-....111- ,­ ­1 11-1-11-- � I I . � I � I 11 � I . � . . I .................. ,� 1 .............. � I �, 11 I I ­­­ 1111 ­11 -...­11-11-11 ­­- � I �. I . I . I I . I I I � . I I I I I I re I . � .. I CO- I I EWLI= 0 CCF i I � . .. INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF I I ,. I EWU= 0;: I I . . I I �. I .1 EWU= O:CCF . � I I I I ­ ". . . ­.. : I I PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS �II. Mod :I II. I AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. I Z I Water Use Tree Planting: o Water Use Tree lantinw d Water Use Tree Planting; Q I iI . . .. .. . I I Plant Factor=�I 0,5I I I Isq,Ft. =I: actor I IE= I0.9 II P-I.1.a­n.­.t.-F.I � - =� 0� ..5I I I 1 I .S.....q-.I F11 t1-.11a.1 10 I. I E= 0-1.9 -,� ......I..................1.1.111 , I II� ...Pl�a�nt Factor=� IO�5 II Sq,Ft.=� 0 IE= a9 2i i I I ;Ii I � I I I I I � I I : I . I . wi i. =: . I I �� I , . 'U EWU= I , I . I I I � I I . ., . EWU= 01CCIF I EW 0.CCF 0 CCF . .. . . I. � I 1, 11-11.1-1-1-1- ­­. ­­­­ ­­­....­. ­­.....I.- ­­. ­­........ I.-I. .11111 11. .­� �I I I I I I I I I . I � I . I I 0 I. - I I � I � . I.:.M. .I.A.....XI...IM-....U1-MI.. APPLIED� � � 1. ­­.W.11.....A.-T...I.E....R....� ALLOWANCE:LO­1W ANI'lCl EI : I .11 � I .--I -_11 MAXIMU. MA...PPI LIED WATER A-L-LOWANCE- I. 1 30I� CCc . I I :I MAXMUMI AP11 PLIE.1 D WATER TEI R� ALLOWANCE:ANC : 38 CCF ­ , I � I I � I I :(in hundred cubicfeet) I I(in hu ndre d ru bic feet) I � 11 11 I . I,(in hu n,dre d ors laic feet) I I I . � � I � I I I I' ll, I I I � � I I I . I I - I TOTAL ESTIMATED WATER USE: II I I I I . 2551CCF I TOTAL E�STIM� I ATEID I WATERI USE: .1 . I 1. 2I IIC. I .I.I ..1T....O.....-T AL ES�.T....IWATER­­­....IA-T-E11-D� I 11 � 32 CCF . I 11 .1 I I . I I ' I I I I 11 I(in hundred cubic feet) I(in hundred cubicfeet) . I .J in hu ndred cubic feet) I I I I I � I : � --I - . I I I, . 11 .111, ,1 ­...�.- . I., I I 'll. � I I I- I . �� I I I . I � � I � I 1. ­­­­­­­ I I - I I 111-1-1.1.I I.". I..."..".11 -1 11.1.11,I I -� -�11 I I -. ....."I''. .. -...-......­­ " .1......I...�,...... 111.1 I..."..,............. - ? 0 ----------------------- _....11-1-1-1-----I---_--------____1______1­.........�--,----"---"------.--,-,-""---."�-�------____________1____­­..........------------��--",�"--",-"--,-..-,��-----------------------­­------------------_ WATER CONSERVATION CONCEPT STATEMENT T WATER CONSERVATION CONCEPT STATEMENT WATER CONSERVATION CONCEPT STATEMENT � I I I .WATER PRESSURE CALCULATIONS I I I POINT OF CONNECTION POINT OF CONNECTION POINT OF CONNECTION I . WATER METER NUMBER TYP. WATER METER SIZE . Tt Ilia HYDRAULIC GRADE LIFE (F1) MA WATER METER ELEVATION (FI) I NiA _J ELEVATION DIFFERENCE fIFT, � STATIC PRESSURE (PSI) 60 - Project Site:Spanish Walk Esperanza Tract or Parcel Number: 33837 Lot#82 Project Site:Spanish Walk Esperanza - Tract or Parcel Number:33837 Lot#83 Project Site:Spanish Walk Esperanza Tract or Parcel Number:33837 Lot#84 0 , ) N/A MIN, REQ, STA W, - � 0 . 0 co I REMOTE CONTROL VALVE # AA REMOTE CONTROL VALVE SIZE 11" I Project Location: City of Palm Desert, California Project Location: City of Palm Desert, California Project Location: City of Palm Desert, California Z C0 R,.C.V. DEMAND(GPM) 5 IU%L DEMAND;(GPM) �5 HIGHEST HEAD SERVED (IFT) NIA STATIC PRESSURE AT.HIGHESTHEAD NIA Landscape Architect/Irrigation Designer/Contractor: SMPINC. Landscape Architect/Irrigation Designer/Contractor: SMP INC. 0 -, . I I Landscape Architect/Irrigation Designer/Contractor: SMP INC. - I I I I _J .4c I S17F DESCRIPTION I FLOW # PSI LOSS- CC 0 (.) I 2t SERVICE LINE (20 FT OF TYPE.K COPPER) 110 1 1 8 P'S.1 Included in this project submittal package are: (Check to indicate completion) Included in this project submittal package are: (Check to indicate completion) Included in this project submittal package are: (Check to indicate completion) cc I - 1.0 - � PSI WATER METER(C4SC TYPE) � 10 2 O�2 - :-I: Z N - I a X 04 NIA BACKFILOW PREVENTER I NIA 3 WA PSI 1. Maximum Annual Applied Water Allowance: 1. Maximum Annual Applied Water Allowance: 1. Maximum Annual Applied Water Allowance'. UJ 0 0"k, I NIA 1 4 NIA PS11 Z X . N/A RILTRATION WYE FILTER) , I I - Conventional Landscape: 34 1 00 cubic feet/year Conventional 30 1 00 cubic feet/year Conventional 38 1 00 cubic feet/year 1318 1 : S1 Q CiC,40 ,34' PRESSURE REGULATOR(WILIKINS�BR4) 10 1 5 F16 P + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) 0411 (.) a NIA BFD ASSEMBLY PIPING @RASS W1 4 ELLS) NIA 6 N/A PSI - Maximum Annual Applied Water Allowance: 34 1 00 cubic feet/year Maximum Annual Applied Water Allowance: 30 1 00 cubic feet/year Maximum Annual Applied Water Allowance: 38 100 cubic feet/year � IS MASTER CONTROL VALVE I NIA 17 WA PSI I . . . I I WA FLaN SENSOR -1 . NIA 8 NIA PSI 2. Estimated Annual Applied Water Use by Hydrozone: 2. Estimated Annual Applied Water Use by Hydrozone: 2. Estimated Annual Applied Water Use by Hydrozone- 1 1114" ISOLA11ON VALVES (BALL TYPE) I 10 9 1_0 PSI Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year � I 1 114" 10.0 FEET OF MAINLINE- SCH 40 PVC. 10• 10 13 PS-1 Recreational Turfgrass L 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year � . I - WA FEET OF MAI NUN E I NIA 11 N/A :PSI Low Plant Hydrozones: - 9 100 cubic feet/year Low Plant Hydrozones: 9 100 cubic feet/year Low Plant Hydrozones: 7 100 cubic feet/year � 11/4" 2-90 DEGREE ELBOWS I 10 12 0-2, psi Mod Plant Hydrozones: 16 100 cubic feet/year Mod Plant Hydrozones: 12 100 cubic feet/year Mod Plant Hydrozones: 25 100 cubic feet/year I 1.11 REMOTE CONTIROLVALVE . 10 13 3._9 PSI High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year <, I I Water Features: 100 cubic feet/year Water Features: 100 cubic feet/year Water Features: 100 cubic feet/year - . I � 10% LATERAL LINE LOSS I . 3,0 PSI - Other Not Applicable 1 00 cubic feet/year Other Not Applicable 1 00 cubic feet/year Not Applicable 1 00 cubic feet/year N :5 201% f7ITTINGLOSS.ON ADDITION TO ELBOWS SHCMIN) 10 1 15 013 PSI - Other Z Z I WA ELEVATION I CHANGE (P,O,C,TO HiGHEST HEA.U.),, WA 1 -1 I W :PSI Estimated Annual Total Applied Water Use: 25 100 cubic feet/year Estimated Annual Total Applied Water Use: 20 100 cubic feet/year Estimated Annual Total Applied Water Use: 32 100 cubic feet/year g Ic I I , 11 0 I ,SUM OF#1 THRU #16) . 47 1.1.7 PSI IL TOTAL SYSTEM PRESSURE LOSS ( . � . 3. EATAWU < MAAWA 3. EATAWU < MAAWA 3. EATAWU < MAAWA fL I I � PRESSURE.REQUIREDATHEAD I . -18 *0 �PS-1 0 i � - . I a � . I I TOTAL PRESSURE.REQUIRED(SUM OF I 1.9 477 PSI 4. Landscape Design Plan 4. Landscape Design Plan 4. Landscape Design Plan ull . � MINIMUM REQUIRED STATIC WATER FROM ABOVE) . 20 %0 Psi I . . � . I RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) ' . _FT21 1 TZ3 Iff 1 5. Irrigation Design Plan 5. Irrigation Design Plan 5. Irrigation Design Plan �d N 9 -i THESE SUGGESTED RUN TIMES ARE FOR REFERENCE 6. Grading Design Plan 6. Grading Design Plan 6. Grading Design Plan < ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO 3"'R 5 MW VARYING SITE CONDITIONS. CONTRACTOR SHALL 7. Soil Chemical Analysis (optional) 7. Soil Chemical Analysis (optional) 7. Soil Chemical Analysis (optional) .. X* ILO ADJUST RUN TIMES AS REQUIRED TO PROVIDE 0 Z2 0 .J UJ W Description of Project: (Briefly describe the planning and design actions that are intended Description of Project: (Briefly describe the planning and design actions that are intended Description of Project: (Briefly describe the planning and design actions that are intended 5 1 0 IRRIGATIONRUN TIME SCHEDULE to achieve consevation and efficiency in water use.): to achieve consevation and efficiency in water use.): to achieve consevation and efficiency in water use.): 109 L - - I. . EKES I I I Utilization of controller with water budgeting feature. Utilization of controller with water budgeting feature. Utilization of controller with water budgeting feature. � . I � I I �� Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. I I � I �TYPICAL.IRRIGATION CONTROLLER RUN TIMES I , 11-11-1-1, ._ � l 1. :::�::.:,::::.�......- ...,..­­, ........­:­�...I-, ­. I I..... � , .. . � HEFT DESMPTK:)N . � PLANT TYPE I SPRINKLER TYPE I Eto I AKc :PR RATE: IE : RUN TIME. ..RUN TIME � - � I ".111... ...... ­­11. - I— 1, � ..".. .111 I ­.....- ­­ - I--I - 11 .11,..... ...1. I—- - I� 11.1. .............. .......�... . � Date: Prepared by: Date: Prepared by: Date: Prepared by: REAR YARD I . . I I I I -� � 9.9 1 : I I I (HOURS). .. � (HOURS) Days Per Week.� 6 . � : I I � � : . . I I I I I I ; I I . Z I I . . IRRIGATION CALCS I Shrub and Ground Covem I I I 1,I I I . 11 I . � I . ..I I , I : I � I . � : I D,rip I . � I 9,90 . 040 : 0�49 : O�90 I 0,35 . 3 1 I .1 1.05 I . . I ­ I�- I - I - . I 1.- I I I � . 11. 11 I —— � � I 1 I - I � �. : I i . . � ; .. . . . I I � I I I . DESKND :Trees: I I . I MM 11 I 11 I � I I I � . � I I I I : I I � Bubbler Heads I I . 9,90 . 0�80 : 3,00 i 0.90 1 .0,11 . � 2 � 0.23 reviewed by the Coachella Valley Water District in . I I : I - � I I I I 'll � . � I 11 . "I'll 11 - - 11 I I I � These plans have been revie,A I. I I � I � I � ., I I . ,, 1 i DRAWN Mj � I, . ! I I � CYCLES PER DAY:. TOTAL NUMBER OF STATIONS. 5 � I I ; .. ,, accordance with Water Code Title 7,Division 1.Chapter 3,Article 10 8, Section .111.1-1-1.11.1 11.... I I­­�1.11......I....I pN, T ,EF I . I . . I TOTAL RUIN TIME IN HOURS FOR DRIP&BUBBLERS ONLY:% 1-28......... 65597 et seq. requiring efficient landscape and imitation design in cooperation x,�ith - I . : � 1, ."I.I...'..1.1., , - - ....... � I � ... I 1, I 4 I . I the local governing agency(City or Count-,). "Approval of this dray.ina b%-CV) -D �N I CFECKED RH . TOTAL RUN TIME IN HOURS:. 1,28, 1 � � - " - ­­...I � .., -­­,".".", ­­­­-.1......"Ill, - _­­... -I I I 11 I I I --I -11 I."..".."I I I I I -,1".." ,­­..­­.­1 11-I... ...I�1-1.I � I staff does not constitute approval to encroach into district and USBR Rights-of-Way. I DATE Trees,plants,walls,and permanent structure of any kind may not be planted or i .7-i 6 I I �, - 10-1 15 THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT / S T R I installed in CVWD and USBR easements or right-of-wa out first obtaining an I )OB NO. WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT yncroachment permit from CIVWD. blbq*74 - MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, - // Z/3 -_ - CAD RLE C/7-700' OF PALM L7E5ER 7- SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING DATE / / '-WtffERM_-VN_ ZE\ffNTDE - - -IT w5pEcrloN 5CHEVULE N07r OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND /_/Oft,6c� - e;1_ SHUT NUNiM PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION L40891 - - I REFER TO THE TITLE SHEET FOR THE 01T�r OF 0.00-040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER CVWD PLAN 4 I(EVE10PNIE_5"10E DEPARTMEN-F I PALM DE5F-RT'5 IN5PEC,TION 50HEDULE. DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM 1 4 ! IC,=i2 ! I DESIGN CRITERIA. I I 10 OF 15 1 � -- - - - -- PLAN SET "C" 10-1 7-13 - -- FINISHED GRADE IN TURF AREAS CONTROLLER, SEE LEGEND PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PRESSURE SUPPLY LINE TO HOUSE FOR SPECIFICATION. COVER, USE STAINLESS BOLT, NUT,AND WASHER. PRESSURE SUPPLY LINE TO BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE IRRIGATION SYSTEM o EDGE. HEAT BRAND"BV"ONTO LID. TEE FITTING INSTALLED BY PLUMBER BALL VALVE,SEE LEGEND FOR SPECIFICATION 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS _III-11I_ FINISHED GRADE IN SHRUB AREAS9-#Ah49L&1ML9YWPARTNBLS,"- _ III: _ ��� 4197 CHIITEM 3 COAST HIGFfWAY,SURF 200 4"MIN. DM1A POINT,C A;0kW 92629 _ XJ4 III—III— RIGID ELECTRICAL CONDUIT(1") (90)443-U46 FAX")443-Yan —III-11 •L I F$W PRESSURE SUPPLY LINE 481f 2"MI DEPTH AS PER SPECS. ao o PVC MALE ADAPTER ��O SpNMurF�h�F 9.Q 0$o BALL VALVE BRICK SUPPORTS VALVE BOX LOW VOLTAGE WIRE IN RIGID PVC *G. o cy ~— CONDUIT (3") PVC ELECTRICAL SWEEP W�G SCH. 80 PVC NIPPLE TPY. �-- TO EXTERIOR BUILDING BRASS NIPPLE _ LANDSCAPE FABRIC SCH. 80 PVC UNION : .. •. ,.4.: WALL THROUGH J-BOX `4 IRRIGATION MAINLINE, °' " �.e ". ' _„ BUILDING FLOOR BY OTHERS 7-wl Date e 3/4"ROCK,2 CUBIC FT. SEE SPECS. Dote \P * 10-I'1-13 SECTION VIEW-N.T.S. SECTION VIEW-N.T.S. NOTE: PVC MALE ADAPTER TYP. NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE PRESSURE SUPPLY LINE INSTALL ENCLOSURE AS INDICATED BY CITY STAFF&MANUFACTURER'S OF CALtFO�� INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. FROM METER RECOMMENDATION. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE PRESSURE REGULATOR(IF REQUIRED) ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S INSTALLATION AT MAIN LINE DEPTH. RECOMMENDATION. These c,cw:^qs c-c/c- or`cm``PLAN VIEW-N.T.S. V - ^y nc sce^ o'e ;he exclis ve :"ors-m/S-m-e,s I-c. o-c thei- use . c - A BALL VALVE B PRIVATE LOT POC C CONTROLLER o-.g s^cll c, ' se-e reD0red. - se. ec cucton cr pib icc.., , ..-y ROOT BALL OF SHRUB ^lethoc, n w"o e - - prch;pi,eC excec. PLACE EMITTERS AT EDGE perm ss o n `ro^� w"'e OF ROOTBALL ON OPPOSITE Sj-rme-re do SIDES OF SHRUB.ADJUST' � FOR SHRUBS USE ONLY: Tc�s..~'`' PER ROOTBALL SIZE PC-XX-1032 PC MODULES TYPICAL. SERIES(5.0,7.0 PER PC MODULES SERIES WITH —OUTLET),INSTALL WITH PC DIFFUSER CAP EMITTER MODEL PFR/FRA, PRE-ASSEMBLED MAINLINE, SEE LEGEND POLYFLEX RISER ADAPTER. FOR TYPE. FOR TREES USE ONLY: 4" MODEL A, DRIP EMITTER CONTROL DRIP LATERAL-PVC SCH 'PC-24-1032, PC MODULES PRE-ASSEEMBLMBL ED POLYFLEX ' SERIES(24.0 GPH PER RISER ADAPTER VALVE ASSEMBLY, SEE 40 PIPE. OUTLET),INSTALL WITH LEGEND FOR TYPE. SHRUB EMITTER DETAIL PVC LATERAL LINE PIPE,SEE MODEL PFR/FRA, FINISHED GRADE (TYPICAL), SEE DETAIL ON SPECIFICATIONS FOR TYPE PLAN VIEW-N.T.S. PRE-ASSEMBLED THIS SHEET POLYFLEX RISER ADAPTER. AND DEPTH REQUIREMENTS - — — —_ NOTE: I=III=III=1 III=III= BACKBONE LATERAL- PROVIDE EMITTERS QUANTITIES AS -I I (_) I I=I ( ( I=) I I=III- I O PVC SCH 40 PIPE. INDICATED BELOW(SEE IRRIGATION MATERIAL LEGEND-SHEET L2.1) I—I 11—) 11—I FLUSH VALVE. SEE O DETAIL ON THIS SHEET V1 SHRUB -0 2(5.0 GPH) EMITTERS,PER"LOW"WATER USE SHRUBS 2(7.0 GPH)EMITTERS,PER"LOW-MODERATE" PVC SCH 40 TEE OR ELL---N.,,, PVC LATERAL LINE F W AND"MODERATE"WATER USE SHRUBS 0- G TREE 2(PCB.25 GPM)BUBBLERS,PER TREE LANDSCAPE ARCHITECTS FEELS THAT BASING THE NUMBER OF EMITTERS ON PLANT SIZE AT THE TIME OF INSTALLATION ENSURES THAT THE PLANT'S ROOTS WILL RECEIVE ADEQUATE WATER DURING THEIR INITIAL ESTABLISHMENT PERIOD,THE SYSTEM DESIGN ALLOWS FOR THE MAINTENANCE CONTRACTOR TO ADJUST THE NUMBER OF EMITTERS IN RESPONSE TO PLANT GROWTH RATE AND CHANGING WATER PLAN VIEW- N.T.S. REQUIREMENTS AS THE PLANTS MATURE. SECTION VIEW- N.T.S. p S D DRIP/TREE LINE INSTALLATION E DRIP EMITTER F DRIP LINE LAYOUT 1 ELECTRIC ANTI-SIPHON WATERPROOF WIRE W LOW VOLTAGE WIRES,3 MAXIMUM a �" • °; .;' •:a' s PAVING CONTROL VALVE CONNECTORS 0 WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE III I I—I CLOSE TUBE LID AFTER WIRE _ _ SAND BACKFILL COMPACTED Z co IS INSERTED INTO TUBE B TO THE DENSITY OF I=I C I—I EXISTING SOIL O 0 24 WIRE LOOP LATERAL LINES _ IN SCH 40 SLEEVE HIGHEST HEAD FINISH GRADE V POLY TUBE PRE-FILLED WITH —III—I (—I WATERPROOF GEL - CONTROL WIRES �- � C4 �I I =I I=� —— _ Z n LOCK TABS PREVENT WIRE REMOVAL IN SCH 40 SLEEVE — — —I I —I W c ONCE CONNECTOR IS INSERTED I—) I I—I I (•;.;. .:,'..'.:.':'.:..'.:' III—I (-�— UNDISTURBED SOIL I—III—I I —III I—I I—I I• 3 C4 o SCOTCHLOK ELECTRICAL SPRING = PRESSURE MAINLINE IN SCH 40 SLEEVE a Q V —I I (—i ( ( : .�.'�'.�:•.'�::�.':'.. CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1/2'OF THE III=III=1 I III=1 11= PVC SCH. 80 NIPPLE INSULATION PRIOR TO INSERTION — PVC SLEEVES TO BE INTO THE CONNECTION. TWIST (—III—III— TWICE THE DIAMETER LENGTH AS REQ. (2 TYP.) CONNECTOR ONTO WIRES TO EI I I—III—i I (-III-III-) I (-III-III—I I i_ sEAT FIRMLY. OF THE PIPE OR WIRE I I(I I BUNDLE CARRIED. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE DIMENSION A B I C D CONNECTOR PASSES LOCK TABS DETAIL ALSO FOR PIPE 1/2"TO 4"IN SIZE 36" 24" 24' 4" INSTALLED IN ROCK SOIL. PVC LATERAL LPVC PRESSURE MAIN NOTE: LINE PIPING WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. PVC SCH. 40 FITTINGS TYP. Z KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. ¢ Go DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER SECTION VIEW- N.T.S. IL WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. a � U W G WIRE CONNECTION H SLEEVE INSTALLATION @ANTI-SIPHON VALVE Yti � WATERPROOF CONNECTION: FINISHED GRADE IN TURF AREAS r U O FINISH GRADE 30-INCH LINEAR LENGTH V Z~ U. J TORO FCH-H-FIPT AUTOMATIC FLUSH _ OF WIRE,COILED C VALVE CLEAN COMPACTED BACKFILL �• =1 I I=1 •�' =1 I I-1 a a�� v� PLASTIC ROUND VALVE BOX,6"SIZE =III=) I I- B III=III- HEAT BRAND"FV"ONTO LID. LATERAL LINES,SEE SPECS. CONTROL ZONE KIT: SEE LEGEND FOR TYPE FLEET DESOUPTION - FINISHED--FINISHED GRADE IN SHRUB AREAS -III=III= III=III- e I CONTROL WIRES,SEE SPECS. IRRIGATION DETAILS :I-I] ICI—Iii- -I i lirI UNDISTURBED SOIL Q I I .lI—L'I I i =1 I is —I�I—I�I— .,......::,..•.....:�•• .��•': I=I I =1'— PVC SCH 80 CLOSE NIPPLE PRESSURE MAINLINE,SEE DESIQ`t®MM SPECIFICATIONS -�—PVC LATERAL LINE PIPE INSTALL 6-INCH MIN.ABOVE These plans have been reviewed by the Coachella Valley Water District in :I ( (—III HIGHEST POINT OF DISCHARGE A T E accordance with Water Code Title 7,Division 1,Chapter 3.Article 10 S.Section Dim MJ o o R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). "Approval of this dra"ving by C\'«'D RH o BRICK SUPPORTS staff does not constitute approval to encroach into district and USBR Rights-of-WaN UV RESISTANT PVC SCH 40 PIPE - DATE DIMENSION A B C -- O / G Trees,plants,walls,and permanent structure of anv kind may not be planted or 3!4"ROCK, 1 CUBIC FT. S T R installed in CVWD and USBR easeme oht-of-wa �thout first obtatng an JOB NO. ELL SCH 80 SxT 1/2"TO 2-1/2"IN SIZE 18" (1 OF 2) m 12" 4" FINISH GRADE/TOP OF MULCH encroachment permit from CN"A'D. blbq-14 LANDSCAPE FABRIC >r �� �/. Ith /Z 3 CAD FU OF PALM 17E5ER7- 3"TO 6"IN SIZE 24" 4 �� \� 6-IN MIN. ��� (1 OF 2) DATE 'ATER NL-�'_`AGE_fENT DEP. T14 -T � � PVC SCH 40 ELL IN5PEGT/ON 5GHEVULE NOTE SECTION VIEW N.T.S. L4U$92 S"� """'M PVC LATERAL PIPE REFER TO THE TITLE SHEET FOR THE GIN OF PALM DESERT'S INSPECTION SCHEDULE. CVWD PLAN# « OPtitEtiT R� E DEP. T\ �T ID,,iiiiii,ii,l J AUTOMATIC FLUSH VALVE K PIPE INSTALLATION L DRIP ANTI-SIPHON ASSEMBLY " °� '� PLAN SET "C' 10-17-13 SECTION 02810 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2.04 Plastic Pipe and Fittings LANDSCAPE IRRIGATION 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation PART 1 -GENERAL approval, Commercial Standards designation, and date of extrusion. 1.01 Summary 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTIR D1785. A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the C.Automatic Control Valves: C. All solvent weld PVC fittings shall be standard weight Schedule 40(and Schedule 80 where specified on the irrigation detail sheet)and shall be injection t vytn�s,nC Owner. 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the"deep socket" bracketed type. Threaded plastic fittincs shall be injection LANDSCAPE ARCHITECTS 34't97 COAST HGFIWAY SURE 200 B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these molded.All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. (W) U*NT,Cx� X"�" specifications, and as necessary to complete the contract. 2. Automatic control valves shall be electrically operated. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. 1.02 Construction Drawings 2.06 Valve Boxes E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's \,NND SCq p A. Due to the scale of the drawings, it is not possible to indicate all offsets,fittings, sleeves, etc.which may be required. The Contractor shall carefully investigate A. Valve boxes shall be fabricated from a durable,weather-resistant plastic material resistant to sunlight and chemical action of soils. recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM C2564 and ASTM D2855. F,O M Murph1 the structural and finished conditions affecting all of his work and plan his work accordingly,furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts B. The valve box cover shall be green in color(tan color in decomposed granite) and secured with a hidden latch mechanism or bolts. F. When connection is plastic to metal,female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non-lead base W _ 00 'r between irrigation systems, planting, and architectural features. Teflon paste,tape, or equal. � ���__='�*--- � � C. The cover and box shall be capable of sustaining a load of 1,500 pounds. g"0t1ie 2.05 Valves 7-31-14 B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item I Dote is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final D. Valve box extensions shall be by the same manufacturer as the valve box. 10-I17-15 authority for clarification. A. Ball Valves sj� Dote E. The plastic irrigation valve box cover shall be an overlapping type. TF C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. OF Cql tFD� discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of 2.07 Automatic Controller the Landscape Architect as soon as detected. In the event this notification is not performed,the Irrigation Contractor shall assume full responsibility for any 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. revision necessary. A.Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. -c. c- o 3. All ball valves shall have a minimum workingpressure of not less than 150 PSI and shall conform to AWWA standards. ccco cC-y - C;s c P ccco�^�c^.y�^,, s:,ec` cct"tire 1.03 Quality Assurance B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. ore :^e exc vs.Ve C.Automatic Control Valves: -o s c,C -re". se _ . D A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar 2.08 Electrical 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. :.at o s,c ce es-,:-.e: tz -.-_ with the type of materials being installed and the manufacturers recommended methods of installation and who shall direct all work performed under this section. cr- s-e `c•- N- e. A.All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. *e-e c,ex,ec. Re-.se, e:-c- B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions 2. Automatic control valves shall be electrically operated. d� c c zn covering points not shown in the drawings and specifications. B. All electrical work shall conform to local codes and ordinances. _s 2.06 Valve Boxes p. D..e ex `. -' + -er C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of 2.09 Low Voltage Control Wiring Su- -�e-s these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with A. Valve boxes shall be fabricated from a durable,weather-resistant plastic material resistant to sunlight and chemical action of soils. any of the above rules and regulations of the same. However,when these specifications and drawings call for or describe materials, workmanship, or A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. construction of a better quality, higher standard, or larger size than is required by the above rules and regulations,the provisions of these specifications and B. The valve box cover shall be green in color(tan color in decomposed granite)and secured with a hidden latch mechanism or bolts. drawings shall take precedence. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings C. The cover and box shall be capable of sustaining a load of 1,500 pounds. D. All materials supplied for this project shall be new and free from any defects.All defective materials shall be replaced immediately at no additional cost to 1.07 Storage and Handling Owner. D. Valve box extensions shall be by the same manufacturer as the valve box. A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at E. The plastic irrigation valve box cover shall be an overlapping type. permits secured or arrangements made by others affecting the work of this section. State of California licensed contractor is recommended. no additional cost to the Owner. 2.07 Automatic Controller 1.04 Submittals B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. A. Materials List: 1.08 Cleanup and Disposal B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. � 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of O all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such 2.08 Electrical waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated ad 2. The submittals shall include the following information: by his work and workmen at frequent intervals or when ordered to do so by 'he City's authorized representative. A. All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. Im a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area. B. All electrical work shall conform to local codes and ordinances. p b.An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head);the manufacturer's name(i.e. Hunter Industries);the item 1.09 Completion 2.09 Low Voltage Control Wiring model number(i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. A. At the time of the pre-maintenance period inspection,the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, work, and if not accepted,will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape exploded diagrams, price lists or other extra information. Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed.At B. Connections shall be of the manufacturer, size, and type as indicated on the drawings the time of the post-maintenance period or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes Owner's authorized representative, and governing agencies. c Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used,the control wires shall be a Different color for each shall be circled on the catalog cuts. controller.These colors shall be noted on the"Record Drawings" plans located on controller door). B. The Owner's authorized representative shall have final authority on all portions of the work. e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class or Schedule,ASTM 2.10 Irrigation Heads and Drip Emitters numbers and/or other certifications as indicated in these specifications. C.After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. A. Irrigation heads and drip emitters shall be of the manufacturer, size, type,with radius of throw, operating pressure, and discharge rate indicated on the 03 drawings. f. Submittal format requirements: D.Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor W i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind B. Irrigation heads and drip emitters shall be used as indicated on the drawings. J as a result of the work. Q ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. PART 3- EXECUTION Z V 1.10 Guarantee iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 3.01 Site Conditions 0 3 � A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and A. Inspections: ~ C 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No changes without City approval. workmanship, including settling of backfilled areas below grade, for a period of one(1)year following the filing of the Notice of Completion.o p � V the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation 0 5 n 4. Manufacturers warranties shall not relieve C y g Y pp 9 owner within ten (10)calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency may properly commence. d 0 The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. (i.e. broken pressure line)the Owner may proceed to make repairs at the Contractor's expense.Any and all damages to existing improvement resulting either Z 5. ¢ r p p from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and 3 C4 0 B. Substitutions: additional cost to the Owner. the manufacturer's recommendations. 0 0 CV 0 v 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. No changes without City C. Guarantee shall be submitted on Contractors own letterhead as follows: B. Discrepancies: approval. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Provide a written statement indicating the reason for making the substitution. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. 3. Provide catalog cut sheets,technical data, and performance information for each substitute item. been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting C. Grades: 4. Provide in writingthe difference in installed price if the item is accepted. from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following N 1. Before starting work, careful) check all grades to determine that work may safe) proceed, keeping within the specified material depths with respect to finish ' written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from 9 Y 9 Y Y p p� 9 p F � Z < 1.05 Existing Conditions owner,we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon grade. demand. W � A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed tc begin. IL telephone line connection to the irrigation system. PROJECT NAME: W V B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of PROJECT LOCATION: construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. CONTRACTOR NAME: J~W C. Prior Prior to cuttinginto the soil,the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground ADDRESS: and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work,the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will proceed in the same manner if a rock TELEPHONE: layer or any other such conditions are encountered. SIGNED: W_ Z 0 O W D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his ad own cost; all damage resulting from his operations or negligence. DATE: O � E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. PART 2- MATERIALS SHEET DESMPTION F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. 2.01 Summary IRRIGATION SPECS G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work,from damage due to his operations. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or modifying any existing irrigation system. 2.02 Pipe D�MM repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of A. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to These plans have been reviewed b} the Coache la Valle} Water District m I. The Contractor shall p p 9 9 Y p g p T E p article l0 S. Section DRAWN MJ this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall ASTM D1785. accordance with Water Code Title d cape on .Cha ter R 65597 et seq.requiring efficient landscape and :rogation design in cooperation"N ith CHECII(ED be complete to the satisfaction of the Owner's Representative. the local governing agency(City or County) ":_pprovai of this dra tiing b) C%AVD RH B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D1785. staff does not constitute approval to encroach i to district and USBR Rights-of-Wa. 3 r R t C Trees,plants,walls,and permanent structure ol any kind may not be planted or DATE 1.06 Inspections 2.03 Metal Pipe and Fittings installed in CVWD and CSBR easements or ri_ht-of-% ay hout first obtaining an ;� NO. ' A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall encroachment permit from CVWD 6IbQ'14 s t D rj R']� A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. l� CAD RLE providRy; e DATE TER �t.�\_AGE: tE\T DE 1RT�tE\T tor, it shall not be covered over until accepted by the Landscape Architect, Owner's B. Fittings shall be medium brass, screwed 125-pound class. w O8n3 „!�/J SHEET NUMBER au r s i n o i e i optwctor shall be solely responsible for notifying the Landscape Architect, Owner, and governing �} `� Va- dvlier'Rhe work is ready for testing. Should any work be covered without testing or acceptance, it shall C. Copper pipe and fittings shall be Type"K"sweat soldered. CVWD PLAN# EV L�tPIE` ERt"ICE DEPARTMENT be, i 0 , Smi 12 OF 18 SHEETS PLAN SET "C" 10-17-13 D. Field Measurements: 3.09Irrigation Heads and Drip Tubing 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all A. Irrigation heads and drip tubing shall be installed as indicated on the drawings. irrigation materials with all other work. 1. Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 2. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities,which are caused by his operations or A PARTNMS,INN_ neglect. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. LANDSCAPE^R EM 34W COAST H MWAY,SUM 200 DANA POINT,CALFORW 926n E. Diagrammatic Intent: 3.10 Miscellaneous Equipment (949)443.1416 FAX(949 4431631 The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work at no additional expense to Owner. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as recommended by the manufacturer. a�,N Cq pF F. Layout: GM_Murphy 9,Qc 3.11 Flushing the System ~� y 1. Prior to installation,the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller. W A. Prior to installation of irrigation heads,the valves shall be opened and a full head of water used to flush out the lines and risers. Sgrwtrue 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, 7-31-14 but running parallel and adjacent to planted areas, install the piping in the planted areas. B. Irrigation heads shall be installed after flushing the system has been completed. # Rennin Dote 10-11-15 G. Water Supply: .12 Adjusting the System Dote 3 �P �OF CALtED�� Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. additional expense to Owner. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide -^ese .. H. Electrical Service: proper coverage, all necessary changes or adjustments shall be made prior to any planting. cx ^�s a^� ., +�e 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional C. The entire system shall be operating properly before any planting operations commence. _ e -�e eXc ,.s - p-�re _. .se one expense to Owner. D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. -7"^c s-e `cr h^ tr=. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3.13 Testing and Observation ae`e ^{e= _�o�licatiora. �e- Cr -ecy_- a Rr. 3.02 Trenching A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed,tested and accepted by the Landscape Architect, ;e. exce). C, h A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on Owner, and governing agencies. c V^ ^^e-s & r^ f.c drawings to the depths below finished grade and as noted. Where lines occur under paved area,these dimensions shall be considered below subgrade. �1 -cr B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance,where B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. and when the work is ready for testing. C. Provide minimum cover of 18 inches for control wires. C. When the sprinkler system is completed,the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the E. Provide minimum cover of 9 inches for non-pressure lines. system has been willfully installed as indicated on the drawings when it is obviously inadequate,without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. I F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. I i 3.03 Backfilling 3.14 Maintenance Z A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation 0 B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall coverage to all intended plantings.T H be sufficiently damp to permit thorough compaction,free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. 3.15 Completion Cleaning Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, C. Flooding trenches in lieu of tamping is not allowed. and any damage sustained on the work of others shall be repaired to original conditions. D. Under no circumstances shall truck wheels be used to compact backfill. END OF SECTION E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.04 Piping CITY OF PALM DESERT MAINTENANCE A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's"Low Water Ordinance"; and follow the maintenance schedule&guidelines established in the City of B. Cutting or breaking of existing pavement is not permitted. Palm Desert's"Desert Flora" Maintenance Guide, current edition. • C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe Sections. REFER TO SHEET PS-1 FOR CITY OF PALM DESERT 11.111 E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. MAINTENANCE GUIDE LINES F. Parallel lines shall not be installed directly over each other. co Z v OD G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including �: 81 wiping all excess solvent from each weld.Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. O 0 W. 0 H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. O C .eA I. Centerload all plastic pipe prior to pressure testing. _ Q N J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. W p Z ? ¢ r 0 iOcCvV K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female adapters. 3.05 Controller A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. IX W 3.06 Control Wiring CL all be installed along the same route as the pressure supply lines whenever possible. U A. Low voltage control wiring shall occupy the same trench and shall g W B. Where more than one wire is placed in a trench,the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at Y. intervals of 20 feet. �CO C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. W D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be provided at each remote control =* JLO valve. 6W Z V 0 W E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. O Q a V!t` C�� 3.07 Valves SHEET DESaIPTI N A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. IRRIGATION SPECS B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. MM D. Valves to be installed in valve boxes shall be installed one valve per box. These plans have been reviewed by the Coache la Valley Rater District in DAWN 3.08 Valve BOX@S T accordance with Water Code Title 7,Division ,Chapter 3. Article 10 8,Section MJ A E ,4 65597 et seq.requiring efficient landscape and rogation design in cooperation«ith CHECKM the local governing agency(City or County). "_pproval of this dravang b\ C\'XI*D RH A. Valve boxes shall be installed in shrub areas whenever possible. staff does not constitute approval to encroach it to district and USBR Rights-of-Nk av DAB B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the O Trees,plants,walls,and permanent structure of any kind may not be planted or 10-I�-13 S T R t installed in CVWD and USER easepn ht-of-x% Without first obtaining an surface of surrounding g encroachment permit from CVWD NO.finishrade in lawn areas and 2 inches above finish grade in ground cover areas. 61 ba14 ! / �� CAD FliE G/TY OF PALM 17�5�RT DATE WATER'�tA\.-�GE\IE\T DEPARTN1 . IN5P'FGTION 5GHEDULE NOTF L40894N CVWD PLAN# ►P�fE\ R�ICE DEPARTMENT SHEET E� Lt REFER TO THE TITLE SHEET FOR THE GI OF 1Sm2 PALM DESERT'S INSPECTION SCHEDULE. 113 OF 18 SHffTS PLAN SET "C" 10-17-13 ALL TREES TO BE LOW BRANCHING 51 NGLE TRUNK OR MULTI-BRANCHED AS NOTED. ALL TREE5 TO G.V.W.D. HAVE LOWER BRANCHES IN-TACT. NO LIFTING OF G•V•N•D• TOTAL JOB � �� �� CANOPY OR TOPPING OF TREES 15 PERMITTED .JOB AU.C.O.L.S.) SHRUE35 C:;7ROUNI:�)C�0\/ER LEC=;END QUANITY LE�E1�D WITHIN THE CITY OE PALM DESERT. TOTAL REGION �PARTWO WOSCAK ARCHr ECn 34197 COAST FKt1V11AY,SUTE 200 DAM PCOn,CXFORW 92629 ")"3-u* FAX"1 40" SYMBOL DESGRI PTI ON SIZE QTY. NATER NEED • �Y M E3 O L DESCRIPTION 51 ZE QTY. SPACING WATER NEED p LAGERSTROEM I A I ND I CA 56" BOX LOW BRANCHING 5 MOD 0.5 AGAVE DE5METTI ANA 'VERI EGATA' 15 GAL. I*7 510.0. LOW 0.2 W ' (3 6) GRAPE MYRTLE S I NGLE TRUNK/LEADER �� VARIEGATA DWARF AGAVE 7_31_14 RerwmMIN Dde * , MELALEUCA NE50PH I LA 56" BOX LOW BRANCHING ® ALOE \/ERA 5 GAL. 15 3' O.G. LOW 0.2 `�'�� l Date o I MOD O.5 ALOE F OF CALIF° PINK MELALEUCA 51 NGLE TRUNK/LEADER (36) OE CALL15TEMON VIMINALIS 'LITTLE JOHN' 5 GAL. 5 6' O.G. MOD 0.5 _ OLEA EUROPEA 'SWAN HILL' 45" BOX LOW BRANCHING 5 MOD 0.5 (a cco t7�cw_^5s o DWARF WEEPING BOTTLE BRUSH ccco-^DC^y'15 soeci`cc-o^s SWAN HILL OLIVE 51 NGLE TRUNK/LEADER orsLirn;re S-rn - c V-- c. o^c tree GHR5AGTI N I A MEX I GANA 5 GAL. g 2' O.G. MOD O.5 cct'o Y s be res AS P V o c�no s?.. `or'or w ey wee oe� cn,ed. Re—ise •e- o AGAG I A SAL I GNA 36 BOX LOW BRANCHING I MOD O.5 DAMIANITA DA15`r �_.�� or pjbicoa. - y c (2 4) ORANGE WATTLE 51 NGLE TRUNK/LEADER ^ e hoc. except e arc^ o�`-ec except t;; LIRIOPE GIGANTEA 5 GAL. 50 5' O.G. ae-rsso� �- F MV' � MOD 0.5 s�T-re-5 & ti -pry. G.V.W.D. C� 1 ANT LI LYTURF PEN5TEMON F-ATON11 5 GAL. 10 210.0. MOD 0.5 VINES ALL V I NE5 TO BE STAKED TOTAL REG 1 ON FIRE CRACKER PEN5TEMON SYMBOL DESCRIPTION SIZE a7y .. WATER NED j —.— BOUGAINVILLEA 'SAN D I EGO RED' 15 GAL. 10 MOD O.5 ROSEMARYS OFF I G I NAL I S 'TUSGAN BLUE' 15 GAL. 6 6' O.G. MOD 0.5 BOUGA I NV I LLEA ' -�- B 1 GNON I A CAPREOLATA 15 GAL. -1 MOD 0.5 GR055V I NE 5 GAL. 6 2' O.G. MOD 0.5 O f DISTICT15 'RIVERS' 15 GAL. -7 MOD 0.5 0 RUELLA BRITTONIANA 'KATIE' in ROYAL TRUMPET VINE MEX I GAN PETUNIA091 -�- GELSEM I UM 5EMPERV I REN5 15 GAL. 8 MOD 0.5 CAROL I NA JESSAMINE 5T1 PA TEND I551 MA 5 GAL. 5 5' O.G. MOD 0.5 0 GREW I A OCC I DENTAL 15 — ESPAL(AR 15 GAL. I MOD 0.5 MEX I GAN FEATHER 6RA55 GROSS BERRY T LON I CERA JAPONICA 'HALL I ANA' 15 GAL. 7 MOD 0.5 YUGGA REGURV I FOL I A 15 GAL. 4 5' O.G. LOW 0.2 HALL'S HONEYSUCKLE CURVE—LEAF YUGGA - XYLOSMA C. 'COMPACTA' 15 GAL. S O.C. MOD 0.5 COMPACT XYLO5MA Q U � Z � �y Q Q � G O < d cr d = 3OZN Z R o G nv N t Qago SOIL. AMENDMENT NOTE W NOTE: AT THE CONCLUSION OF ROUGH GRADING TREES, PLANTS, WALLS, SIDEWALK 5 AND PERMANENT 00H AN AGRONOMIC SOILS ANALI'S I S SHALL STRUCTURES OF ANY K I ND SHALL NOT BE PLANTED, BE PREPARED BY THE CONTRACTOR AND INSTALLED OR BUILT IN CVWD ANP USBR EASEMENTS = FURNISHED TO THE LANDSCAPE ARCH 1 TECT OR R 1 GHT-OF-WAY W 1 THOUT E I R57 OBTAINING AND V F.- AND THE CITY OF PALM DESERT ENCROACHMENT PERMIT FROM 0VND. o z)° c INSPECTOR FOR THEIR REVIEW AND NOTE: 9 2 L APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS Qi NO TREES SHALL BE PLANTED WITHIN SHEET D I N NOTE: C.V.W.D. EASEMENT OR RIGHT-OF WAYS. RECOMMENDED BY THE 501 L TESTING LAB ALL INSTALLATION AND MAINTENANCE SHALL MODELS / AND ONLY TH05E APPROVED BY THE MEET OR EXCEED THE C 1 TY OF PALM IDE5ERT'S NOTE. PLANTING G I TY OF PALM DESERT LANDSCAPE "LOW WATER ORDINANCE" AND FOLLOW THE NO CONFLICTING UTILITIES WITHIN PROJECT t tREA. LEGEND INSPECTOR. IN COMPLIANCE W 1 TH MAINTENANCE SCHEDULE $ GUI DELI NE5 DESKND RH ORDINANCE 1551; PLANTS SHALL BE ESTABLISHED IN THE G 1 TY OF PALM DESERT'S These plans have been reviewed by the Coachel'3 Vallev Water District In DRAWN P T E accordance with Water Code Title 7.Division 1. Chapter 3.Article 10 8, Section MJ BACKF I LLED WITH LOCALLY PRODUCED "DESERT FLORA" MAINTENANCE GUIDE, CURRENT R 65597 et seq.requiring efficient landscape and i rigation design in cooperation%kith COMPOST FROM GOAGHELLA VALLEY the local governing agency(City or County) "A -prop al of this drawing b-, CVWD CHECK® RH EDITION. staff does not constitute approval to encroach in-�district and USBR Rights-of-WaN DATE COMPOST FAG I L I Tl' OR GAL B I OMA5. O G Trees,plants,walls,and permanent structure of ny kind may not be planted or IQ—I'f-I3 S T R I installed in CVWD and USBR easem u�1 t-of-v,ay� ith first obtainine an COMPOST QTY. A5 FOLLOWS: Joe NO. encroachment permit from CVWD. 6I69�4 G/TY O PALM VE5ERT IN5PFG7/0N SCHEDULE NOTF I GALLON SHRUB I �J'HOVEL DATE ATER dANAGE\IENT DEPA TNIE_,T CAD FU 5 GALLON SHRUB 2 SHOVELS L40895 REFER TO THE TITLE SHEET FOR THE CITY OF SHEET Nur� 15 GALLON SHRUB 3 SHOVELS CVWD PLAN# VEL ?I\4ENT VICE DEPARTMENl' PALM DESERT 5 INSPECTION 50HEDULE. PLml 24" BOX TREE 4 SHOVELS 56" BOX TREE 5 SHOVELS 14 OF 15 SHEETS PLAN SET "C" 10-17-13 WATER LINE TREES WITH DASHED BOX ARE TEMPORARY ' EL COR BE REMOVED AT MODEL ' AZO WATER LINE ' ® ® (PRIVATE BUILD-OUT. GONT STREET TEMPORARY TREES IN THEIR BOXES x PMTNBL,W 50 THEY CAN BE TRANSPLANTED INTO L44)SC MCHmrs q FUTURE PHASES OR RESOLD TO TH NURSERY. D town ^Y'A mo ■ SEE PRODUCTION LANDSCAPE ANS E Po■�r (9�9)443.1446 FAX f90 4437631 ■ ■ ■ _____- ® SWCAP C Murphy 10 IN Sigroature 7-31-14 , t> s I Dote 1 P 3 l q l F r , L .. ... 1 ^ese ^c r cc ._ ex lus e pe�v ■ : J. LLJ , .- re Y err- cnr ■. .... .. „s .. s we-e _e ,a iI be res'r e ^ . eared. e-,jse�, .,_ .. J ■ _J ■ 0 -e- Jss o- o n rs_ S e s 5c `1 F -.48 I — 9 LYJ LI • o o I D 0 I I 1o1 , 24'x60' 6 r ° I I SALES TRAIL �E Cn 0 ® II lT I PAD=159.10 m_J o FF=159.10 4 o' � I a11 I / I I ® ® I I m Q ! 1 I I I _ I ❑ , 1 W 0 �I p I■ I I I e a rn , ............. 0E I i ..............- 101 o -� — n I- 6` r 3qqj LOT 84 L-J ,� (48 oFO - PLAN 1C I f1 , Z LOT 83 FF:O LOT 82 PLAN 2A PE:O \ ', ,I• ..A .. :. . UAN AND��AP PLAN 3B + FF:O ■■I.... ■I..I.-i-. -- -- --I. FF:O L. o PE:O - - E ■ ■ - r � PE:O - - 3 48) -o- - - I I • ■ 7 ■ o : ... I SEE FLRODUCTION L ANDSGA PLANS I ' J -r 10 _ o ■ CI L—J , Q a O TRANS FORMER El O W SEWER LINE ` u O ip PAS E O E RT I D O 3 °C o p G a 0 ., (PRIVAT STREET) WATER LINE SOIL AMEN MIL AT THE CONCLUSION OF ROUGH GRADING ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR NOTE: zz i QD AN AGRONOMIC SOILS ANAL`I'515 SHALL SHALL PROVIDE LANDSCAPE ARGHITEGT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED CONTRACTOR SHALL INCLUDE 2 LOW ,VOLTAGE LIGHTS Q cc TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE BE PREPARED BY THE CONTRACTOR AND PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A PER MODEL. a FURNISHED TO THE LANDSCAPE ARCHITECT "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL NOTE: W 0 DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED TREES PLANTS, WALLS SIDEWALKS As4D PERMANENT AND THE CITY OF PALM DESERT PHOTOGRAPHS. STRUCTURES OF ANY KIND SHALL NO1 BE PLANTED, Y I N5PEGTOR FOR THEIR REVIEW AND ALL PHOTOGRAPH5 SHALL CONTAIN A PERSON OR MEA5UREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. APPROVAL. THE CONTRACTOR SHALL SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. ~ NOTE : NSTALL ONLY THE 501 L AMENDMENTS ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE I`��T INSTALLED OR BUILT I N CVWD AND U�BR EASEMENTS OR RIGHT—OF—WAY WITHOUT E I RST OB fA I NI NG AND ACCEPTED. M CVWD. _ O RECOMMENDED BY THE SO 1 L TE5T1 NG LAB G I ENCROACHMENT PERMIT FROM / AND ONLY TH05E APPROVEID BY THE ALL PLANT MATERIAL SHALL MEET THE AMERI CAN NURSERY STANDARD AN51 500 AND ARI ZONA NURSERY 1 SA SEE J H E E 7 F L® I FOR PLANT 1 N 6 s NOTE: � �U O p C I TY OF PALM DESERT LANDSCAPE STANDARDS. 1--� } N L NO TREES SHALL BE PLANTED WITHIN � a t O INSPECTOR. IN COMPLIANCE WITH REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY OF PALM DESERT C.V.W.D. EASEMENT OR RIGHT-OF WAYS. a �~ V 2 ORDINANCE 1881; PLANTS SHALL BE LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. CKF I LLED W I TH LOCALLY PRODUCED NOTE: SHEET D 1 N BA jNQ"rE: NO CONFLICTING UTILITIES WITHIN PROJEG- AREA.. TREE PLANTING COMPOST FROM COACHELLA VALLEY ALL INSTALLATION AND MAINTENANCE SHALL PLAN COMPOST FAG I L I Tl' OR GAL B I OMAS. MEET OR EXCEED THE G I TY OF PALM DESERT'S COMPOST OT`r. AS FOLLOWS: "LOW WATER ORDINANCE" AND FOLLOW THE °ESKNM RH MAINTENANCE SCHEDULE $ GUI DEL I NE5 These plans have been reviewed by the Coachell I Vallee Water District in GALLON SHRUB I S�•���E1-- A T E accordance with Water Code Title 7,Di�-ision 1,Chapter 3, Article 10 8. Section DRAWN MJ ESTABLISHED SHED I N THE G 1 T1' OF PALM DESERT'5 R 65597 et seq.requiring efficient landscape and it-igatton design to cooperation«-ith S GALLON SHRUB 2 SHOVELS "DESERT FLORA" MA I NTENANGE GUIDE CURRENT the local governing agency(City or County). "Al proval of this draNNins b% CVWD RH S GALLON SHRUB � SHOVELS�LS � staff does not constitute approval to encroach int t district and L SBR Rights-of-Way DATE X TREE 4 SHOVELS EDITION. o s T R Trees,plants,walls,and permanent structure ofi to kind may not be planted or I0-11-13 24 B0 installed in CVWD and USER ease r rig}t-of-xc ithout iir obtatmne an 3C II BOX TREE 5 SHOVELS encroachment permit from CVWD � �' b ibq74 G/TY Off• IFALM 12E5ERT � c� � SCALE : Ill = I Q 1 DATE L�� ATER'iAN�GE�fENT DEP: T'�fE\T I N5REC T/ON 5GHE17ULE NOTE �4os9s SHEET REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. CVWD PLAN# `'El_O��tE`-r �-1 >=DE : _ _ NORTHT P m o Io 20 �oI Is OF Ib sus PLAN SET "C" 10-17-13 ■ EL C ALL SHRUS5 NOTED ON THIS PLAN OUT5I DE OF REAR ■ ®--® (PRIVATEON YA AL PRODUCTION ARE NA E LINE STREET TEMPORARY AND TO BE REMOVED AT MODEL E31JILD O t PARTTERS,ING AND SOLD SACK TO THE NURSERY OR USED IN FUTURE q® PHASES. MW COAST`KNWAY'SUM 2W DAMSEE PRODUCTION LAND ( LANDSCAPE PLANS M) POW, szbz� 949)443'MI6 FAX")443-1631 i ■ ■ `� �_ O V-01 S CA P .: ® �F. Murphy q'1' "Sig Ot11re Crr : ;•- ;�� i , .. ., .. Dote r I (� ,. • F 0 ' 0 1F tf r....,.. „ ., r^wn^S E - / r _. c­nparyng .e 'h us , is t e .;se .. .. _... ':0" s^ De cs. e" ..p J r•I. ., ego , O *p � ,e'e ■ ■ h 4IC-1 -CIS ■ i \ ■ EL r i i r r _V _ ,___® � 24>x60> ALES TRAIL __ Cn PAD=159.10 I I rn i a.X o X 0 0 . ..... FF=159.10 O O 0 m I � � I 0 ..... ... :. co x } ,. r-- 1<1 •• �- m LOT 84 �. O IAA — o PLAN 1 C "..�� i . Z LL LOT 83 FRO >: LOT 82 .. PLAN 2A PE:O r t -- —PLAN 3B FF:O UAI.I. .■u.l.. .■I -- ■ `� AN�I�AP ' � � ........... FF.O PE.O ;. HIM Uj ■ ■ • i f O J --- O OD _< ;, .• ® , .., �, � TRANS. Z 11 ` FORMER ... 0 < -e SEVER L I NE z = 3 ¢ � PASEO ERTIDO 3 °C N o 0 Ga0 (PRIVAI E STREET) WATER L I NE 501L AME D O N07E : AT THE CONCLU51ON OF ROUGH GRADING ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR NOTE SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPH5 AND 5PEG I F I GAT I ON5 OF MATERIAL RECOMMENDED Q = W AN AGRONOMIC SOILS ANALY515 SHALL TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREE5 ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE W 8 BE PREPARED BY THE CONTRACTOR AND PHOTO OF EACH SPECIMEN. FOR ALL TREE5 / SHRUB5 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A te,,- EE SHEET FL-- I FOR PLANT I NO NOTE: � FURNISHED TO THE LANDSCAPE ARCHITECT "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL TREES, PLANTS, WALLS, SIDEWALK 5 AND PERMANENT W AND THE CITY OF PALM DESERT DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED LC� ND STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, VIEW AND PHOTOGRAPHS. INSTALLED OR BUILT I N CVWD ANI� USBR EASEMENTS le� a 9 NSPEGTOR FOR THEIR RE ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. APPROVAL. THE CONTRACTOR SHALL SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. OR RIGHT-OE-WAY WITHOUT EIR57 OBTAINING AND �c o INSTALL ONLY THE 501L AMENDMENTS ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ENCROACHMENT PERMIT FROM CVWD. � � Mai BY THE 501L TE5T I NG LAB ACCEPTED. NOTE: X* G j / AND ONLY THOSE APPROVED BY THE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD AN51 500 AND ARIZONA NURSERY I5A ALL INSTALLATION AND MAINTENANCE SHALL Z V � NOTE: � O W G I TY OF PALM DESERT LANDSCAPE NO MEET OR EXCEED THE C 1 TY OF PALM DESERTS 0 ��LOW WATER ORDINANCE" AND FOLLOW THE NO TREES SHALL BE PLANTED WITHIN a �� � S INSPECTOR. IN COMPLIANCE WITH G.V.W.D. EASEMENT OR RIGHT-OF WAY5. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS THE CITY OF PALM DESERT ORDINANCE I881; PLANTS SHALL BE LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. MAINTENANCE SCHEDULE $ GU I DEL I NE5 BAGK1=I LLED WITH LOCALLY PRODUCED ESTABLISHED IN THE C 1 T1' OF PALM DESERT'S NOTE: SHEET DES(:RI N COMPOST FROM COACHELLA VALLI=Y "DESERT FLORA' MAINTENANCE GUIDE, CURRENT NO GONFLIGTING UTILITIES WITHIN PROJECT s.REA. SHRUB PLANTING PLAN COMPOST EAC I L I TY OR GAL B 1 OMAS. EDITION. COMPOST aTY. AS FOLLOWS: DESK RH These plans have been reviewed by the Coache la Valley Water District in GALLON SHRUB I SHOVEL p, T E accordance with Water Code Title 7,Division Chapter 3.Article 10 8. Section DRAWN M.l � GALLON SHRUB 2 SHOVELS�L5 � R 65597 et seq.requiring efficient landscape and mgan �on design cooperation .\th the local governing agency(City or County). "r pproval of this dra\vwg b\ CV\VD CHECKM RH 15 GALLON SHRUB S SHOVELS staff does not constitute approval to encroach it to district and USBR Rights-of-Nl x% DATE BOX TREE 4 SHOVELS O �S T R , G Trees,plants,walls,and permanent structure of any kind ma\ not be planted or IO-I�-13 installed in CVWD and USBR easemegt�ht-of-\va} \A, o first obtaining an �6�' BOX TREE E SHOVELS crooachment permit from CVWD �' 616Q�4 II — I ll CA[) FU G/TY OF PALM VE5Ef?T SCALE: I — 10 DATE TER MANAGEMENT DEPA iE` lNSPFGT/ON 5GHEVULE NOTE L40897 H� NU� REFER TO THE TITLE 5HEET FOR THE CITY OF CVWD PLAN# D EL tPME`T SE _IC DEPART\PENT PALM DESERT'5 INSPECTION SCHEDULE. S P i 01 10 20 130 NORTH i 6 OF 18 SFEFT'S PLAN SET "C" 10-17-13 O N PREVAILING I. 'CINCH-TIE ' BY V.I.T. CO. m tT 6109 675-I760 0 2 °- WIND �` I I� TIES TO EE IN5TALLED AT y PLAN LOCATION 5 DETERMINED TO BE5TIFORT I ND V I DUA L,FORM. THE i 3 2. LODGEPO_E PINE STAKE x 12' LONo FOR SUWAStSMURPHY A PARTNM INC LANDSCAPE ALL TREE B. GUT-OFF 34197 T��SUM 200 EXCE-55 E TAKE TO MINIMIZE D,wA POINT,CMFORW 9" 4 I DAMAGE r0 TREE. )441,U* FAX")443'101 2 DECOMPC 5ED GRANITE, AND S Cq P REFER TC TREE PLANTING F �- ( I— 5 PLAN FOF, SPECIFICATION.NO ����OG�. Murphl tio�0 LI TOP OF ROOT CROW 4 BE AT FIr AL GRADE. 4, FINAL GR kDE „rc 5 5. BAGKFILL- REFER TO -wal Date 4 2 X DIAMETER SOIL AME 40MENT NOTE 4 R 10-11-15 OF ROOT BALL 6 6. PLANT PI" EXECAVATION lglF OFD,,IL\F gO��\P I. SHRUB- REFER TO PLAN FOR TYPE 4 LOCATION —I 7, ROOTBAL_ 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- �_� I- 7 g. UN 15TTUURf 3ED NATIVE REEFER TO TREE PLANTING PLAN FOR SPECIFICATION. = TOP OF ROOT GROWN TO BE AT FINAL GRADE. _ I = -'ese cra*i-cs onc,-c, --e 5. FINAL GRADE �T� =I NOTE: =cco-npary ra sce-sze _ys —III—III ^-e he exc'uswe P 4. BAGKFILL- REFER TO SOIL AMENDMENT NOTE I I=III=I ( ( - MIN. TWO TIES (TOP BOTTOM) o-s..-c summers c REGUIREL tie use c- - 5. PLANT PIT EXCAVATION I_II I'III_ WRAP 5Tf,KE TO FORM vino si-e ^o- ?c ` ` FIGURE EI BHT. NAIL W/ (1) +�efe ,e crec Re-ise 6. ROOTBALL -� GALV. NA L THROUGH EACH c- ^' 2 X DIAMETER etc,.. �� «hole c .. --. s 7. UNDISTURBED NATIVE 5U56RADE OF ROOT BALL TIE INTO POLE. oh _i-ec except by w---e- ce-rn'ssic `-om Fs-s_ -,' ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE ___-rers & �.��-� CITY OF PALM DESERT'5 CURRENT INSTALLATION CITY OF PALM DESERTS CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. AND MAINTENANCE GUI DELI NE5. SHUE3 FLANT I N62 I TREE STA< (=� 0 5'-4' 5'-4' 5'-4' 5'-4' a ROW 5 O 0 0 NOTES: dJ 2 f ALL PALM TREES ARE TO BE o O � "BARE ROOT" f,ND MEET h ROW 2 O THE MINIMUM BF.OWN TRUNK j SPECIFICATION AS oC INDICATED ON 'LAN. W H ROW I (V O O 4LIJ 1 D' LAYER 0: COMPACTED EGOMPOSE DGRANITE REFER N TO TREE PL kN FOR SPECIFICATION 2, TOP OF ROC'TBALL TO BE 5 V -( I ) AT SAME EL=VATION AS 1. 5/5" 5TAINLE55 STEEL EYE 5GREW IN z � DUG FROM F 1ELD' LEAD SHIELDS F 2 Z 0 5 5. ROOT BALL 2. 12 GA. GALVANIZED WIRE. SECURE VINE TO WIRE WITH NUR5ERYMAN'5 TAPE o�C 4. FINAL GRALtu = Q m IL ?� 5. FUTURE EYE 5CREW5 pL 4 5, NATIVE SAN'� BAGKF I LL � 4. ANGLE: BACK TRUNK OF VINE TO WALL 6. UNDE5TUR5E NATIVE 5UBGRA0E AND REMOVE STAKE, SECURE TO WIRE I I 5 W 5. MASONRY WALL L III— J IIIIIII II=III= NOTE: =III___=III- 6 Z U Go FOR 5 GALLON VINE, INSTALL ROWS I AND 2. ' ► I III—III=1 I I—III ' ' O o FOR 15 GALLON VINE, INSTALL ROW5 I, 2, AND 5. III=) I I I -I I= J TH15 DETAIL PERTAINS TO ALL FENGE/MA5ONRY WALL5, NOT BUILDING WALL5. VINES AT BUILDING WALL5 TO 2 X DIAMETER O < N BE ATTACHED TO WOOD TRELLIS. OF ROOT BALL d 2: Z N ***ALL V I NE5 TO BE DELIVERED STAKED"* Z cc ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERTS CURRENT INSTALLATION � �' O �, AFTER PLANTING STAKES SHALL BE REMOVED AND MAINTENANCE GUIDELINES. 3 N O 19 AND ATTACHED TO WIRE AS SHOWN. O N V NE AfiTA�Ht,--IENT FALL FLANT I NO 501L AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC BOILS ANALYSIS SHALL z t BE PREPARED BY THE CONTRACTOR AND FURNISHED TO 'HE LAND50APE O OD ARCHITECT AND THE G ITY OF PALM DESERT INSPECTOR F.)R THEIR REVIEW AND APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE 501L AMENDMENTS a U. RECOMMENDED BY THE 501L TE5TING LAB / AND ONLY TH:SE APPROVED BY THE G I TY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMF_I ANCE WITH W V ORDINANCE 1551; PLANTS SHALL BE BAGKFILLED WITH 1_06ALLY PRODUCED COMPOST FORM COACHELLA VALLEY COMPOST FACILITY OR GAL BIOMA5. COMP05T OTY. AS FOLLOWS: J W I GALLON SHRUB I SHOVEL 5 GALLON SHRUB 2 SHOVELS = 15 GALLON SHRUB 5 SHOVELS 24" BOX TREE 4 SHOVELS J 56" BOX TREE 5 SHOVELS O HOW G NOTE v� NOTE: SHEET (IFTI N TREES, PLANTS, WALLS, 51DEWALK5 AND PERMANENT 51RUGTURE5 OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND U55R EASEMENTS PLANTING OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENOF.OAGHMENT PERMIT FRO DETAILS GVWD. D5KN D RH These plans have been reviewed by the Coachella alley Water Distnet in DAWN MJ F T accordance with Water Code Title 7,Division 1.C-iapter 3,Article 10 8. Section R 65597 et seq.requiring efficient landscape and im ration design in cooperation with the local governing agency(City or County). "App oral of this drawing by CVWD Q*CKED RH staff does not constitute approval to encroach into listnct and L SBR Rights-of-Way DATE S T R 1 G Trees,plants,walls,and permanent structure of an kind may not be planted or 10-17-15 installed in CVWD and USBR easemen right-)f-waMwqhhoutt obtainma an encroachment permit from CVWD. JOB NO. 616g74 CAD RLE G/T7' OF PALM VE5ER7' FGT/ON 5GNF17UL� NOTE DATE WATER�4 I?5.1GE'�fE1T DEP Ti NT IN5P L4�898 BEET """` REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. CVWD PLAN# Et' OP'1EtiT R E A _ _ PD�l 1-1 OF 18 SHEErS PLAN SET "C" 10-17-13 II. GENERAL NOTES GENERAL MAINTENANCE REQUIREMENTS I. GENERAL SITE PLANNING AT THE CONCLUSION OF ROU6H &RAVIN&, AN AGRONOMIC SOILS ANALYSIS SHALL BE A. Glean-Up PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW I. The Contractor shall maintain Burin installation a sufficient number of men and g AND APPROVAL. THE IN5TALLIN6 CONTRACTOR SHALL INSTALL ONLY TH05E 501E adequate equipment to perform the work herein specified. All maintenance work AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LAN05CAPE I. After all installation Operations have been completed, remove all shall meet or exceed the the Gity of Palm Desert's "Low Water Ordinance"; and 5PECIALI5T. rubbish, excess soil, empty plant containers and trash from the site dolly. follow the maintenance schedule 4 guidelines established in the City of Palm All scars, ruts or other marks in the area caused by this work shall be Desert's "Desert Flora" Maintenance Guide, current edition; and the CVWD A. Weed Control for planting Areas (Except Slopes) repalred and the ground left in a neat, orderly condi:ion. Leave site in landscape / irrigation maintenance requirements and standards. broom-clean condition at the end of each working do y. Sweep all y�RPHY A PART1OtS,INC All tree and plant pruning shall be performed by a licensed orborist,ond a C27 I. Remove all existing weeds from site. paved areas, including walks and patios, upon completion of all work. �o SUM2W DAM PONT,CAUFORW 926B licensed landscape contractor and meet ANSI A300 practices. 2. Install irrigation. (%9),434W FAX t9491443•w631 On going maintenance after turnover to the homeowners association or on individual homeowner shall meet the following minimum requirements. 3. A State Of California Licensed pest control applicator shall apply systemic B. Maintenance weed killer to all proposed planting areas per manufacturer's specifications. o�, ,NDSCgPF WEEKLY BASIS: I. The Contractor shall maintain during installation a suffi ;lent number of ���G�. Murp,,y q,�c I) irrigation system shall be visually inspected while routine weekly maintenance is workers and adequate equipment to perform the work herein specified. ��� do y being performed. Contractor shall look for and repair broken nozzles, drip all maintenance work shall meet or exceed the the Git� of Palm Desert's UJ emitters, leaking valves and broken lateral lines. Repairs shall be made established in the City Hof Pa m and llDeseovi etSaiDese t Florcntenance edule guidelines Sgnature 7-31-14 immediately with exact replacement parts. Maintenance Guide, current edition. * &*wl Date B. Soil Preparation 4 Finish Grading IO-11-15 "♦ 2) Lawns to be mowed sT Dice �P I. Rough grade: Site to be received by Landscape Contractor to within �TFOFCAt_tf 3) Trees and shrubs obstructing views, sidewalks or brushing against buildings shall 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. 2. After all work has been completed, inspected and ac.epted, all areas be pruned. 2. Finish grade: Finish grading to consist of grading, raking and hand work will be maintained for a period of ninety (10) calendar days or as long 4) All landscape areas shall be revleed for fungus and pest infestations. necessary to achieve desired contour and flow line patterns, based as is necessary to establish thriving trees, vines 8 shr ubs. _ccc-es �-�, ��5 �- - t-a w contractor shall treat accordingly upon Civil Engineer's plans c, , resulting in evenly finished surfaces free of ,.-e max,. s ve pe-'Y �. debris and litter. 3. Keep all areas weed-free, a e dequatly watered, and r eat `° a-` �` R =e 5) Decomposed granite shall be raked , compacted and maintained in a neat for the ninety (410) day period. Remove all debris frc-n site and keep ..aco SIC De est- ec t- -e condition. 3. Shape mounds as shown on the tree planting plans. the entire site broom-clean. ��= `'e ` tre Contractor to import soil necessary to attain design grades and berms. sere ^ e �- �e-�5e. -e�- — Ail import soil shall be free of weeds, debris, and shall be -e *,c e r�r, s 6) Dead leaf debris and spent blooms to be removed from plants and planting p 4. Damage to any planted area shall be repaired immediately. Depressions . beds. similar to existing site soils in texture, type and chemical analysis. caused by vehicles or foot traffic shall be filled with -.Opsoil, leveled tec exceat �` s--r/ Finish grading shall be free of depressions or high spots, to provide and replanted. Exterminate gophers, moles and repo r damage. K-- -s & Yj-:r , 7) Dead / dying plants shall be identified and a determination made if the plont(s) smooth and even surfaces for proper drainage. Final grade shall be Decomposed granite shall be replaced as needed. need specialized corrective care or replacement. Those plants that require I" below walk/top of curb. Remove from the site all stones over 2" in supplemental care or watering shall receive the necessary corrective action at the size. time intervention is deemed necessary. Plants that are dead shall be removed and 5. The project shall be so cared for that a neat, clean Condition will be replaced with a "like" plant unless the contractor determines the plant should be 4. Top dress all gshrub areas with apresented at all times wne:r and Landscape replaced with a different specie or not replaced at all. Corrective action / Refer to the "Tree Planting Plans" for material specification. Architect. The Landscape Contractor shall be expected to make a replacement recommendation shall be reviewed and approved by the Association minimum of one weekly visit for maintenance purposes. property manager or the home owner prior to execution. At no time should any plant or tree that is identified as a potential danger to persons or property be i left in place. Corrective action for damaged plants that can be of a hazard shall C Planting 6. The Contractor shall request a final site visit seven C 9 days prior to the be corrected, removed or replaced at the moment the hazard is Identified. end of the maintenance period. This request shall be written and Plant trees, vines and shrubs as called for where indicated on directed to the Owner and the Landscape Architect. Upon written PlantingPlans and as detailed on Planting Detail sheet. acceptance of the project, the Contractor shall be r„lleved of any Z MONTHLY BASIS: g further maintenance. 0 This work is to be performed in addition to weekly maintenance. Plant substitutions are not permitted. Any modification or substitution I) Contractor shall run each irrigation valve to check for proper irrigation to these plans shall be approved by the City of Palm Desert prior to execution. ad coverage and system operation. leaky valves, broken heads, nozzles and pipes C. Guarantee I shall be corrected immediately with "like" replacement parts. Stake only those trees needed as detailed on Planting Detail Sheet. � All plant installations shall be guaranteed to live and grcw to a period of 2) Contractor shall review watering times and make necessary adjustment to Insure ninety MO) days after installation and acceptance by the Owner. areas are not being over or under watered. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced 3) Spray planting beds for weeds such as Nutsedge, Bermuda, Milkweed and by the Contractor at no cost to the Owner. Bindweed. QUARTERLY BASIS: D. Observation This work is to be performed in addition to weekly and monthly maintenance. D. Plant Purchases I. Observation visits specified herein shall be made by tire Landscape � 1) Contractor shall conduct a detailed project walk. A written summary shall be Architect or his representative. The Contractor shall ^equest prepared and submitted to the Association manager or homeowner. The summary ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE observation at least two (2) working days in advance of the time that the 03 shall be Specific and identify/ make recommendations for items that need ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE observation is requested. 111,111 J corrective action above and beyond the specified monthly and weekly maintenance. LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS V The summary shall include recommendations for pest control, fertilizing, mulching, OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE 2. Observation visits are suggested for the following parts of the work: Q oo overseeding, equipment replacements, as well as plant specific issues and concerns CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR . The summary shall list recommendations / options and identify when such SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / a. Upon completion of grading and soil conditioning pr or to planting. Z 3: n corrective actions need to take place. SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A 0 O "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT b. When trees are spotted for planting, but before planting holes are J BIANNUAL BASIS: RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE excavated. 0 V This work is to be performed in addition to weekly monthly and quarterly NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE C maintenance. APPROVED PHOTOGRAPHS. c. Written acceptance of the project to release the (;ontractor from d = 3 Z N further maintenance shall occur after Final Observc tion with the Owner o property manager or homeowner shall walk theproperty. Issues F PREVIOUS LANDSCAPE ARCHITECT OR OWNER or his representative at the end of the maintenanc 3 period. Z C4 Q IP I) The contractor, p p y g REGARDLESS O 08 related to continual problems such as pests, plants dying, maintenance challenges, APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR O N V equipment problems in addition to specific problem trees or plants shall be RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. reviewed and correction actions taken. 2) All trees to be reviewed and evaluated. Trees / plants that are of problematic E. Verification of Dimensions form, size, shape or have foreseen rooting or breakage concerns shall be identified and corrective action plan is to be established. This plan shall include I. All scaled dimensions are approximate. Before proce�:ding with any work, recommendations of removal with replacement of like specie, removal and the Contractor shall carefully check and verify all dim�:nsions and . replacement with different specie or removal without replacement. E. Plant Deliveries quantities, and shall immediately notify the Landscape .architect of any discrepancy between the drawings and/or specificatiotis and actual Z :9 ANNUAL BASIS: I. The contractor shall coordinate plant deliveries with the Landscape conditions. No work shall be done in any area where tiere is such a z¢ w This work is to be performed in addition to week) , monthly, quarterly and biannual discrepancy until approval for same has been given bt the Landscape p y y q, y Architect. The contractor shall provide minimum 72 hour advance notice of p y pp gW maintenance. plant deliveries permitting Landscape Architect ample time to also notify Architect. (L the City of Palm Desert landscape inspector of plant delivery dates and W V I) Property Manager and contractor shall meet on site with association board times. F. Utilities members to review, discuss and modify these minimal continuing maintenance considered as minimum I i n f all Y guidelines and requirements. These guidelines shall be cons 2. The landscape contractor 1s obligated to insure plants loaded on delivery I. The Contractor shall be responsible for verifying the scat o o J W requirements. The parties may agree to strengthen these requirements but shall trucks prior to site delivery are those plants previously approved by the underground utility lines prior to any construction, so trnt proper o not lessen any of these maintenance requirements. Landscape Architect and the City of Palm Desert Landscape Inspector. precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrarge for relocations 3. Any plants that are not those previously approved, or those that do not of one or the other. Failure to follow this procedure places upon the V� _ meet the minimum specifications established though the photograph and Contractor the responsibility for, at his own expense, risking any and all �(� O G w specification submittal process shall not be loaded and delivered to the repairs for damages resulting from his ork. O IlL job site. a 0 H 0 2 4. Any plants damaged during loading transportation or off loading shall be CONTRACTOR QUALIFICATION NOTE: SHEET DESMMON replaced. Damage is defined and may include but is not limited to trunk ALL LANDSCAPE CONTRACTORS SHALL BE GALlr-ORNIA LICENSED C-21 scaring, broken limbs, defoliation and wind burn. The Landscape Architect ALL CONCRETE CONTRACTORS SHALL BE CALIFOf:NiA LICEN5ED C-5 PLANTING and the City of Palm Desert Landscape inspector reserve the right to ALL MASONRY CONTRACTORS SHALL BE CALIFOR 141A LICENSED 0-2c[ SPECIFICATIONS reject any 4 all plant material. DI5KM SMP These plans have been reviewed by the Coachell i\'allev Water District in DRAWN A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10 8. Section SMP R 65597 et seq. requiring efficient landscape and it-igation design in cooperation with CHEaw F. Plant Storage the local governing agency(City or County:). "Al proval of this drawing by C\"«-D SMP G/TY OF PALM DESERT staff does not constitute approval to encroach int,district and LSBR Rights-of-WaN /N5PffG710N SC.HEOUL E N07E I. Prior to plant deliveries, the contractor shall establish a staging area O Trees,plants,walls,and permanent structure of i ny kind may not be planted or DATE 7 S T R i G installed in CVWD and USBR easem rig)t-of- vithout first obtmnin_a an 10-17-13 TO THE TITLE SHEET FOR THE CITY OF where deliveries are to be received. This staging area shall be adjacent encroachment permit from CVWD. � NO. REFER to the installation area however away from heavy construction and 11/1/ p blbg74 equipment that may cause damage. DATE WATER 10,N. GENIENT DEPAR EN CAD RLF PALM TO THE'S INSPECTION SCHEDULE. n ractor shall provide man ower as needed to adequately maintain NUMM 2. The cot L40899 plants located in the staging area. This includes but is not limited to hand CVWD PLAN# 'MENT s \'l DEPARTMENT watering, protection from wind or other damage and theft. Ps i � I � I 18 OF IS SHffTS PLAPLAN SET "C" 10-17-13