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HomeMy WebLinkAboutCeiley Residence Landscape Construction Plans_1 t VICINITY MAP ANDSCA CONSTRUCTION PLANS G EILEY RESIDENCE HWY Iil fliRUNN & ASSOCIATES 78365 MGWAY 111 PMB 332 PREPARED FOR: GLEN + BOBBIE CEILEY r ° LAQUINTA, CA GRAPEVINE STREET 92253 ac LIC# 2754 UP. 4/30/14 n Piil. (760) 777.9131 fAX (760) 177-9132 CiTY OF PALFA DESERT WILLOW STREET DEPARTMENT OF � COMMUNITY DEVELOPMENT p }. APPRCYVED BY: W 1.1 C.C.RES.NO. STAFF LETTER - APPROVED - 0 P.C.c. Res.No. ❑ARC ACTION FORA FINAL LANDSCAPE PACK.AG._ ! W BY //v I Z "7-1- I-L DATE�� Date LANDSCAPE MANAG CC�Z�T4i?f'Tt^N FEE.S.L C��n""IrNCE WITHIN �a1 L r,', i4 scC.p t 6 ram,L.e r.g N M.T.S. m 04 J Q GENERAL NOTES SHEET INDEX 0 U m w+ co W o~c PROJECT INFORMATION w cn FROJECI ware CEILEY RESIDENCE m4aa No. (160)111-9131 Z 0 Q 1. BY EXEGUTIN& THE CONTRACT, THE CONTRACTOR REPRESENTS THAT HE AND H15 i,A E iF mwzcT AMIcW JOSE ESTRADA I:Ax No. (160)111-9132 SHEET DESCRIPTION 2 SUBCONTRACTORS HAVE V 151 TED THE SITE, FAM I L I ARI ZEV THEMSELVES WITH ALL W � � CONDITIONS UNDER WHICH THE WORK 15 TO BE PERFORMEV, AND CORRELATED TITLE IRRIGATION DESIGNER EMAIL ADDRESS JESTRADAOSSATTNET J _! s1 L0.0 COVER SHEET co <t THEIR OBSERVATIONS WITH THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. coMPANYNArIE NERMANN AND ASSOC. aTiTADir�Esa318365 HWY ill - PMB332o STATE A ZIP CODE 92253 L1.0 DEMOLMON PLAN 1 ,' °- ' CITY LA C�I,IINTA TE C 2. UNLESS OTHERWISE PROVIDED IN THESE CONTRACT VOGUMENTS, THE L2.0 LAYOUT PLAN CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, LICENSES, AND IRRIGATION POINT OF CONNECTION METER NO. 11/2" OF L3.0 CONSTRUCTION DETAILS A 0 e PE EXECUTION AND COMPLETION OF THE coNrraaLER No. VALVE No. PLANT TrnE IRRK ITION METIaoD Ai�EA SFS INSPECTIONS NECESSARY FOR THE PROPER E LAN>$CAFE AIe:A L3.1 CONSTRUCTION DETAILS E3 Q � WORK. A I Lw/Mw IORIP 4,549 43Ell WITH ALL LAWS A 2 H SPRAY 1,i89 n L4.0 LIGHTING PLAN J o 5. THE CONTRACTOR SHALL FILE ALL NOTICES AND COMPLY ORDINANCES RULES REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC A 3 360 3 L5.0 IRRIGATION PLAN L' 0 AUTHORITY 5EAKIN6 ON THE PERFORMANCE OF THE WORK. IF THE CONTRACTOR A 4 Mw EAR 229 2 L5.1 IRRIGATION DETAILS OBSERVES THAT ANY OF THE CONTRACT DOCUMENTS ARE AT VARIANCE THEREWITH A 5 Lw/Mw COP 3029 34 L5.2 IRRIGATION DETAILS J F- N I!: IN ANY RESPECT, HE SHALL PROMPTLY NOTIFY THE OWNER'S AUTHORIZED t EXISTING VALVE � �P 659 1 W W � �� REPRESENTATIVE IN WRITIN6. L6.0 PLANTING PLAN Q Q a CURRENT STRUCTURAL SOILS CD REPORT. THIS SOILS TOTAL 10;615 iW% L6.1 PLANTING DETAILS W U $ 4. CONTRACTOR SHALL OBTAIN A GU Q REPORT SHALL SUPERSEDE THE RECOMMENDATIONS AND DETAILS 5HOWN ON THESE PLANS AND SPECIFIGATIONS. 011i w Z Co co �g s 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO WATER CONSERVATION CONCEPT STATEMENT WLo W E CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMA&E INCURRED VURIN6 '- In CONSTRUCTION. -, 1 Z o a Project Site: CEILEY RESIDENCE Tract or Parcel Number: APN 630-011-019 Q Q si 6. CONTRACTOR SHALL VERIFY ALL VIMENSIONS AND CONDITIONS PRIOR TO THE = 1 1 iIL START OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY V 15GREPANG I ES. Protect location: PALM DESERT R)=1/1510N5 DATA ICY 7. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION WHEN IT 15 Landscape Architect/Irrigation Designer/ Contractor: HERMANN 4 ASSOCIATES OBVIOUS THAT UNKNOWN OBSTRUCTIONS ANV/OR &RAVE V I FFERENGES EXIST THAT MAY NOT HAVE BEEN KNOWN VURIN& VE516N. SUCH CONDITIONS SHALL BE Included in this protect submttal pad;age are: (Check to indicate completion) IMMSVIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED x I. Maximum Annual Applied Water allowance: APPROVALS REPRESENTATIVE. THE CONTRACTOR SHALL ASSUME FULL RESPONS 1 B 1 L I TY FOR ALL ii NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATIONS. Conventiona l Landscape: 25OW 100 cubic feet/year { Recreational Turfgrass Landscape: N/A 100 cubic feet/yard (if applicable) Unc�r round $gr'VIp@ Alert D. THE LOCATION OF FEATURES TO BE CONSTRUCTED, NOT SPECIFICALLY Maximum Annual Applied Water Allowance: 25080 100 cubic feet/year � VIMENSIONEV MAY BE VETERMINED BY SCALE. VERIFY ALL SUCH GONVITIONS WITH x 2. stimated Annual Iced Water Use b N drozone: a Call: TOLL FREE OWNER'S REPRESENTATIVE. E _ �p y y o Turfgrass Nydrozones: 52:44 100 cubic feet/year 1 800 41. ALL CURVE-TO-LINEAR AND CURVE-TO--TANGENT LINES SHALL BE NEAT, TRIM, Recreational Turfgrass Hydrozones: NZA 100 cubic feet/year Ver Low Plan drozones: N/A i00 cubic feet/year 422-4133 SMOOTH, AND UNIFORM. y ...���'°, Low Plant Hydrozones: 68.10 100 cubic feet/year ALL TIMES KEEP THE PREMISES FREE FROM Medium Plant Hydrozones: 15.11 100 cubic feet/year TWO WORKING DAYS BEFORE YOU DIG 10. THE CONTRACTOR SHALL AT High Plant ACCUMULATION OF WASTE MATERIALS OR RU5515H CAUSED BY HIS OPERATIONS. Features: N/A 1 A 100 cubic feet/year NIA 100 cubic feet/year Water Features: N AT THE COMPLETION OF THE WORK HE SHALL REMOVE ALL HIS WASTE MATERIALS AND RUBBISH FROM THE SITE A5 WELL AS ALL HIS TOOLS, EQUIPMENT, MACHINERY, Other: N/A : N/A 100 cubic feet/year 12/3/12 Estimated Annual Total Applied Water Use: 19ro25 100 cubic feet/year sj, DOW AND SURPLUS MATERIALS. �Q REFER t0 CALCULATIONS ON IRRIGATION PLAN qTf OF CPS-li� 11. THE CONTRACTOR SHALL BE RESPONS 1 BL.5 FOR I N I T I AT I N&, MA I NTA I N I N6, AND x 3. EATAWU < MAAWA SUPERV I S I N6 ALL SAFETY PRECAUTIONS ANV PR06RAMS IN CONNECTION WITH THE x 4. Landscape Design Plan -- WORK. 5HOL TITLE -� x 5. irrigation Design Plan 12. THE CONTRACTOR SHALL PROMPTLY CORRECT ALL WORK REJECTEV BY THE N/A 6. Grading Design Plan OWNER'S AUTHORIZEV REPRESENTATIVE A5 VEFEGTIVE OR AS FAILIN6B OR ALL N/A 1. $oil Chemical Analysis (optional) CONFORM TO THE CONTRACT VOGUMENTS. THE CONTRACTOR SHALL A COSTS OF GORREGTIN& SUCH REJSGTEV AORK. Description of Project: (Briefly describe the planning and design actions that are intended to CHRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY WITH achieve conservation and efficiency in water used: - 13. P THE IRRIGATION SYSTEM IS DESIGNED FOR EFFICIENT PERFORMANCE WITH CONSERVATION IN MIND. DL'S16NL'D THE OWNER'S AUTHORiZEV REPRESENTATIVE THAT HE/SHE HAS OBTAINEV THE THE SPRAY SYSTEMS ARE DESIGNED FOR ADEQUATE COVERAGE FOR THE WARM THESE PLANS HAVE BEEN REVIEWED MY TA COACHELLA VALLEY DieAwN OPUS LATEST SET OF CONSTRUCTION DOCUMENTS. SEASON TURF AREAS. DRIP / BUBBLER SYSTEMS PROVIDE DIRECT WATER TO THE SWRJ56 AND TREES. CWAT ER DISTRICT ION IN ACCORDANCE SQUIRING EIFFIPG�IIT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION 0JIT14 THE LOCAL CHECKED Date: II/5/12 Prepared by: JOSE A. ESTRADA GOVERNING AGENCY (CITY AND COUNTY) DATE 12/3/t2 ATFA APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE ,q APPROVAL TO ENCROACH INTO DISTRICT AND USER RIGHT OF WAY. SCALD A5 SHOWN TREES, PLANTS,WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT SE PLANTED OR INSTALLED IN CVWD AND USSR EASEMENTS OR JOB RIGHT-OF-WAY WITHOUT FIRST INING ACF�9ENT PERMIT FROM C srR SHECT A R D zv/JNOWII�L L.4019 CNJD 1 PLAN NO. OP 10 SHEETS IT IRRIGATION LEGEND: SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM. PSI DET. REF, or o X tf RAINBIRD IW6 SAM PRS 10- SERIES POP-UP 0,HP VAN 10, GPM - .3% -it, IDS VARIES 30 G / L4.1 G o v o W RAINBIRD IW6 SAM PRS 15- SERIES POP-UP 0,H,P VAN 15, GPM - s2, 1.85, 3.10 VARIES 30 G / L-5.1 RAINBIRD XIERI-BUG XB-20PC-1032 DRIP EMITTER N/A 2 - GPH 30 A / L-5.1 A RAINBIRD XIERI-BUG XB-10PC-1032 DRIP EMITTER N/A I - GPH 30 A / L-5.1 • TEs RAINBIRD 1401 BUBBLER FLOOD BUBBLER - 2 PER TREE N/A DO 30 F / L-5.1 �IfRMA78 & �SSOO III OO NIBCO HOSE BIB C / L-5Z 783b5 �IIG�IWAY 111 PMB 332 EX. WATER METER - VERIFY IN FIELD RAINBIRD XACZ-100-PRF REMOTE CONTROL DRIP VALVE. SIZE NOTED. B / L-5.1 LA QUINIA, CA RAINBIRD 100-ASVF REMOTE C NTROL VALVE. SIZE NOTED. H / L4.1 92253 F SALCO AFV-05H AUTOMATIC FLUSH VALVE B / L-52 LIC# 2754 EXP. 4/30/14 - N NIBCO T-5m LINE-SIZE BALL VALVE. C / L-5.1 Pfl. (760) 777-9131 �t © RAIN BIRD ESP-SMT IRRIGATION CONTROLLER WITH SMART MODULAR CONTROL SYSTEM D / L42 fAX (760) 777.9132 000, WITH RAIN SENSOR - OWNER TO APPROVE PRIOR FINAL LOCATION. 3/4' 1„ NOT SHOWN UP DIRECT BURIAL CONTROL WIRE 12 GA.COMMON / 14 GA. PILOT W/ PIPE SLEEVE E / L-6 2 PVC SCH 40 FOR PIPES 1-1/2" AND SMALLER, PVC CLASS 315 FOR PIPES 2" AND LARGER. PRESSURE MAINLINE -18" DEEP. D / L4.1 . O ( \\ IX MAINLINE - VIERI IN FI W 3/4 1A \\ 3/4 PVC CLASS 200 NON-PRESSURE LATERAL LINE. 12 DEEP. SIZE NOTED. D / L-5.1 J PVC SCH 40 WIRE AND PIPE SLEEVES. o \ E / L-5.1 W 3/411 � , � \\\ DRIVEIN�Y W � ,- 04 � \\ G�4R GE 4,�, 'I \ I1 RRIF'1' I IEJ D TROLLER m 0) 0 13 1 \ m CONTRACT SHALL UPGRADE - Q / 5A i CON OLLIER ACCOMMODATE T E 0 V 3/4 A DDITIONAL STA , IF REQ. 6 1 \ m tE \ L to W -„ woo F _ 0 w co POT IRRIGATION REFER t0 A zONE I z Q W 0 3/4" O SHT L-5.2 DET. 'A' EX. VALVE TO EXISTING SHRUBS TO WAIN D 63 ESTIMATED ANNUAL APPLIED WATER USE W � in B CONTRACTOR SHALL CONNECT TO EXISITNG F 63 as MAINLINE AND EXTEND DOWNSTREAM TO t0 IRRIGATION VALVES, AS SHOWN. o i d° I INSTALL VACUUM BREAKER, IF EXISTING SHRUB LOW - DRIP =Olt t _ IRRIGATION SYSTEM DOES NOT HAVE ONE. - ;j a ETO X PF X LA X 0.62 / 148 / IE - EAAWU FINAL LOCATION OF VALVES SHALL BE �i ' APPROVED BY LANDSCAPE ARCHITECT. % ' '� 0 JIEJ 51.01 X .20 X 042 X 0.62 / 148 / W : 66.10 � _J o°s ® Is J Jr ° TREE AND SHRUB MODERATE- DRIP I SUBBLER --� cq a \\ 0)W Eo rn - -- ETO X PF X LA X 0.62 / 148 / 11 : EAAWU 0 Q I Q W2.5 � 51.01X .50X2084X0.62 / 148 / W : 15.11 0 0 � fig# W °�g. 0 Z Ce W is Poop TURF HIGH - SPRAY LLI 0 E.0 w U m _2.2 0 PAVER5 ETO X PF X LA X 0.62 / 146 / IE EAAWU Q Q MAR POT IRRIGATION REFER TO BHT L-5.2 DIET, 'A' 6Q 6� 51.01 X .10 X 1,18S X 0.62 / 748 / .15 : 52A4 REVISIONS VATE BY I RE5IDENGE o 5PA MAXIMUM ANNUAL APPLIED WATER USE 5TEP5 ETO X BO X LA X 0.62 / 748 MAAWU ' 51.01 X BO X 10,615 X 0.62 / 146 : 250.80 HOSE BIB REFER t0 SHT L42 DET. 'C' ° ESTIMATED ANNUAL APPLIED WATER USE TOTAL - 1*25 0 MAXIMUM ANNUAL APPLIED WATER USE TOTAL - 250.80 1 0 0 v 66 SO ® �O® FOP � �0 pg� ESTIMATED LANDSCAPE SQUARE FT. TOTAL - 10,615 * 12i3i12 QA 66 OF 6� a 67 66 SHEET TITLE' IN ° HORSESHOE COURT o O 8 24 �RRIGATIoN I b PLAN F o 68 � 0E516NED CH THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY DRAWN OPUS O WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CODE, SECTION 65591 ET SEQ. REQUIRING EFFICIENT LANDSCAPE CHECKED FAND O GOYEI�IING TIAGBNCYSI�1'h' AND COUNTY) WITH THE LOCAL --m 631DATE 12/3/12 O O APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE Q ATE APPROVAL TO ENCROACH INTO DISTRICT AND USER RIGHT OF WAY. SCALE fi,5 SHOWN TREES, PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR JOB NO. RIGHT-OF-WAY WITHOUT FIRST INING AN ENCROAC T PERMIT FROM CVWD. sl'R / SHOET IL L 5 I E: E: I DATE R EP G1/WD PLAN NO. L5.0 OF 10 SHEETS fin . a II r IRRIGATION NOTES 10" ROUND PLASTIC VALVE BOX I. GENERAL - ALL WORK SHALL BE DONE IN ACCORDANCE WITH WITH LOCKABLE BOLT-DOWN APPLICABLE CITY CODES, AND THESE PLANS. LID WITH "6V" CA5T ON THE A. THE CONTRACTOR SHALL CAREFULLY REVIEW THE SITE AND COVER. VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING li!4A WITH ANY WORK UNDER THIS CONTRACT. BUBBLER ON RISER 1/2" IN TURF, 2" IN 6ROUND XERI-5UG B. THE CONTRACTOR SHALL CARRY ALL WORKERS COVER AREAS 2 PUBLIC LIABILITY, AND PROPERTY DAMAGE INSURANCE AS - —REQUIRED BY OWNER. FINISH GRADE QQ C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS — _ 3 LEGEND fl RMANN & ASSOCImis AND PAY FOR SAME. - TREE -I I ILill (-I ��) I '- I. RAIN BIRD xERi-BUG 78365 �IIGAU Ill 2. SCOPE OF WORK UNLESS OTHERWISE SPECIFIED, THE CONSTRUC BUBBLER ON RISER I I I—III—III— = EMISSION DEVICE (SEE IRRIGATION PAB 332 '� :"~ LEGEND FOR MODEL *). TION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHING, 3-0 min. 3-0 min. INSTALLING AND TESTING OF ALL MAIN LINE POINT OF CONNEC- LA UIN1A CA TION, LATERAL LINE, RISERS AND FITTINGS* SAND THE FURNISHING i IWcHSC+W.80 FINISH GRADE IS MIN 2. RAIN BIRD MODEL ' Z i=FR / FRA POLY FLEX RISER 92253 AND INSTALLING OF SPRINKLER HEADS, AUTOMATIC CONTROLLERS, � G( ° �roa��°a-1Z m�,. kgA (LENGTH AS REQUIRED). lIC# 2754 W. 4/3Q/14 CONTROL WIRES (TO VALVES), ELECTRICAL CONTROL VALVES, _ — _ _ BACKFLOW PROTECTION, EXCAVATION AND BACKFILL AND ALL OTHER NATIVE SOIL/`�'�� _��� ADAPT TO MAIN LINE N 3. DECOMPOSED GRANITE/ MULCH PH, (760) 777-9131 WORK IN ACCORDANCE WITH THESE PLANS DETAILS AND NOTES. '— — ' '� f - 1 Pvc.u,r�nt urn _ _ T5 6 4. FINISH GRADE. AX (760) 777 9 32 THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIP- :� :� 41, DOUBLE SWING MAIN LINE 5. PVC FITTING (S x S x 1/2" FIPT), MENT, PROPERTY, TRANSPORTATION AND PERFORM ALL OPERATIONS JOINT, TYP. to. PVC PIPE (12" COVER). REQUIRED FOR A COMPLETE AND OPERABBLE IRRIGATION SYSTEM AS INDICATED ON, OR REASONABLY IMPLIED BY THE DRAWINGS AND/OR BALL VALVE PER LEGEND W NOTES,INCLUDED AS A PART OF THE IRRIGATION WORK, BUT NOT J LIMITED BY IT, ARE THE FOLLOWING ITEMS: all PEA GRAVEL w W A. INSTALL COMPLETE OPERABLE INDEPENDENT, AUTOMATIC, IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGEND AND NOTES. W � B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE 1004 CONTRACTOR AS TO MATERIALS AND WORKMANSHIP, INCLUDING m J 0) SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A m Q PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL 5U55LEf;R ON fRl6EfR �� � � /� \ � O —jACCEPTANCE OF THE WORK. C VALVE�l ,� fEt*,-IITTEfR � m W cc 3. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RE- + (n w LATING TO INTERPRETATION OF THE DRAWINGS AND THE ACCEPT- W to ABLE FULFILLMENT OF THE CONTRACT. z a Q 4. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. W 2 2 CONTRACTOR SHALL ROUTE PIPING t0 AVOID CONFLICT WITH EDGE OF PAVING OR FACE WALL J _J a$ STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM (APPLIES ONLY WHEN ADJACENT) FINISH GRADE /� Qo WITH THE VARIOUS DETAILS. 1" 1/2„+ SET HEAD FLUSH WITH o V I d' i [L 1 FINISH GRADE \\ :,."::,... \\ \`` ACTUATOR -_ 5. THE CONTRACTOR SHALL AT ALL LIMES PROTECT HIS WORK FROM //\// :.,,..,. \/\/ DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS /\\/ :: :: :::: \\/\\�/ 0 ' FINISH GRADE AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY s . . s. . 12 /\/ .••:,:.:. ;.,..;. \� O ° - THE OWNER. a a MIN. \\,` E tt q. s 18 `\'/ 6. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING ... .....::.:. . — — NEAR EXISTING UTILITIES. CONTRACTOR SH�4LL VERIFY THE MIN. .ii,;,,,;,,,,,,,,;,,,;, ,,,,,; W TH UNION ON VALVE J J :. BACKFILL ° LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE TURF F'OF'�UP SPRAY HEAD TAPE CONTROL WIRE TO FOR ANY DAMAGE. UTILITIES PLANS MAY BE OBTAINED FROM OWNER. `�" N E$° PVC STREET ELL BROWNLINE SCH 40 PIPE W "�"' Q) ;t 1. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF 12"MIN. SPRINKLER LATERAL VALVE sl=e W Q 0I.o EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS LATERAL LINE WITH PVC RAINSIRD DRIPPR � (n U g�° WORK. TEE OR ELL ASSEMBLY PER PLAN J W ii MAN. Q $o MAIN SUPPLY LINE 0 o 8. IRRIGATION DESIGN IS BASED ON 55 PSI OPERATING WATER PRESSURE L� W AT 5 GPM. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO CONSTRUC- M p D ARCHITECT I TE GT """"''" CLASS 200 PVC LATERAL Z C1) ° TION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE R LINE WITH MINIMUM 12" COVER W o PRIOR TO BEGINNING CONSTRUCTION. Lo o 0 / / / / /\/ • / / / / .I 13r SCH. f30 NIPPLE SIZE CONTROL AND NOTE; CONTROL AND NEUTt�AL / / / / / / / / / / � �� AND LENGTH AS REQUIRED NEUTRAL CONDUCTORS CONDUCTORS SHALL BE ;\\/\\ \/\\� /\\� ��\� /\\/\\' Q C� Q w o 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL TAPE d BUNDLE TO DOUBLE SWING JOINT O.C. MINIMUM OF 1S" EARTH INSTALLED WITH ACOVER MAINLINE 6 20' CONNECTIONS INTO EXISTING WATER METER AND 2 EA. PVC STREET ELLS S MI .N CONTROL WIRE TO SERVICE LINE AS CALLED FOR ON THESE PLANS. CONTROLLER REVISIONS DATE BY 10. THE CONTRACTOR SHALL INSTALL ANTI-SIPHON VALVES AND ATMOSPHERIC PVC SCH 40 ELL VACUUM BREAKERS PER PLANS TO MEET ALL APPLICABLE CODES. ADAPT TO MAIN LINE 11. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTING 120 VOLT SERVICE TO THE CONTROLLER, ELECTRICAL POWER SOURCE WILL T U fRF O f= — Ul F ED T fRE N C �4 f N� VALVEBE PROVIDED BY THE OWNER WITH A JUNCTION BOX AT THE CONTROLLER DfRlf=' LOCATION AS SHOWN ON THE PLAN. 12. ALL CONTROL WIRE SHALL BE SOLID COPPER, PLASTIC INSULATED, OF DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE AWG 012 WHITE*-- ALL PILOT WIRE SHALL BE AWG 014,RED OR BLACK. -- ACTUATOR 13. ALL CONTROL WIRE AND IRRIGATION LINE RUNS UNDER PAVING SHALL BE ENCASED IN SCHAO PVC PIPE SLEEVES. \jbND�� 14. FINAL LOCATION OF CONTROL VALVES SHALL BE REVIEWED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. FINISH GRADE ANTI-6IIPHC7N VALVE 15. ALL THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. WITH UNION ALL PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. TAPE CONTROL WIRE TO \\\ �y' ti\ \\,* I2 Date Q SCH W PIPEF CV \ * l-4p£ Fob\ l(o. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT- VALVE SIZE WELD MATERIALS AS SPECIFIED ON PLANS. 18 \\� S P SOLVENT-WELD PRIMER SHALL BE APLIED AT ALL CONNECTIONS_ ( MIN. / d �\f O SHEET TITLE 12" MIN. 36" ` ° d NATI COMPACTEDSOIL 11. UPON COMPLETION OF THE PROJECT, CONTRACTOR TO TURN OVER TO IN 6" IRRIGATION OWNER: SLEEVE a: . . .a SPRINKLER LATERALA. A CONTROLLER CHART FOR EACH CONTROLLER OR CONTROL AND , NEUTRAL WIRES 12" MIN. OL516NI=D CH B. 2 KEYS FOR EACH CONTROLLER \\ p\\� ��% MAINLINE SLEEVE THESE PLANS HAVE BEEN REVIEWED 9Y THE COACHELLA VALLEY DAWN OPUS WATER DISTRICT IN ACCORDANCE WITH CALIFORNIA GOVERNMENT CONTROL WIRE TO CODE, SECTION 65591 ET SEQ. REQUIRING EFFICIENT LANDSCAPE 19" MIN. CONTROLLER MAIN SUPPLY LINE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GHgGKEn - :. . GOVERNING AGENCY (CITY AND COUNTY) CLASS 200 PVC LATERAL 3 " DATE 1213/12 LINE WITH MINIMUM 12" COVER A� APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE /1 APPROVAL TO ENCROACH INTO DISTRICT AND USBR RIGHT OF WAY, SCALE NTS TREES,PLANTS,WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY SCH. 40 PVC LATERAL NOT BE PLANTED OR INSTALLED IN CVWD AND USSR EASEMENTS OR ADAPT TO MAIN JOB NO. RIGHT-OF-WAY WITHOUT FIRST OBTAINNG ACHMENT PERMIT LINE FROM CVWD n- �( STR Z SHEET AT D �4 REMOTE CONTfROL VALVE & LEEVING;; CVWD PLAN NO. 1 OP 10 SHEETS 40 II I 1 BUBBLER OR EMITTER 2 NIBGO BRASS SEE IRRIGATION PLAN HOSE BIB 3 6ALY. ELBOW 4 121, M I N POT CENTER 5 &ALY. NIPPLE POT IRR16ATION STUBOUT �ICRMANN "r �SSOCIAT�S SEE IRRIGATION PLAN 78365 flIGflWAY 111 2" PGY SLEEVE PMB 332 6 FINISH GRADE FILTER CLOTH DYER DRAIN '� LA QUINTA, CA �� ��� 4 92253 LIC# 2754 W. 4/30/ x ,�` �*h;'" PAYING Pfl. (760) 777 9131 8 MIN. RX (760) 777-9132 PRA I NA&E SUMP. FILL W S" STONE. RA 6ALY. ELL 1. SLIP BASE SOCKET OVER END OF WIRES �• ADAPT TO MA I N 2. STRIP WIRES APPROX. 5/8" FROM ENDS - TWIST TOGETHER LINE W 3. APPLY SEALER TO OUTSIDE OF SEALING PLUG AND FILL CAVITY WITH SEALER I& MIN. 4. PUT CRIMP END OVER WIRE ENDS — CRIMP SLEEVE AND CUT OFF EXCESS WIRE 5. PULL BASE SOCKET OVER END OF WIRES AS FAR AS POSSIBLE W 6. PUSH SEALING PLUG INTO BASE SOCKET 7. PUSH WIRES TO END OF BASE SOCKET TO INSURE COMPLETE SEALING OF CONNECTION 0 8. COMPLETED WATERPROOF WIRE CONNECTION W °C T N m J � m J Q UJIfRE CONNECTION C �405E fE �IITTEfRIN o m rr F- w oc + (f) NOTE: INSTALL CONTROLLER w a) PER MFG. PRINTED INSTRUCT- IONS 4 PER LOCAL CODE. Z Q Q ' LOCATION TO BE REVIEWED Tuesday, November 05, 2012 IN FIELD 5Y THE LANDSCAPE W VILLA PDRT❑FIN❑ ARCHITECT PRIOR TO j �I d SCHEDULE BY STATION CONSTRUCTION. PAINT CONDUIT TO MATCH ADJACENT SURFACE o `d' I IL SUBTERRANEAN EMITTER BOX: 0 Job Number: TR 't WALL MOUNT CONTROLLER 1m" ROUND Controller Identific(ition: CONTROLLER A WALL TOP OF MULCH OR Dn. Q ------------------------------------------------------------------------------------------------_----___�.-_-_--- _ LOCK NUT O Station 1 Program: A • •'• '.. .• ; '.• INISH GRADE J JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 120 'VOLT WIRE IN RIGID '" 00, ------------------�--------------,----------------------------------�------j-----`--------- -- ----------------- 7E-9--__-- CONDUIT (PER LOCAL CODE) } 6 42 6 29 6 48 Minutes Per Cycle (r�m:ss): 8,19 6:27 600 6123 7:25 •w Cycles Per Day: 2 4 4 3 3 4 4 3 3 4 3 2 COMMON WIRE/CONTROL WIRES Days To Skip: 5 4 3 1 1 1 1 1 1 3 5 5 IN RIGID CONDUIT J W � � Precipitation Rate: 0,93 AUTOMATIC Q W -M ----------------------------------------------------------------------------------------------___-__---- ___-- FINISH GRADE FLUSH VALVE coPER LEGEND t Station 2 Program: A / / / / ;° / W JAN FEB MAR APR MAY JUN JUL AUG_---SEP--v�.DCTm-- �NC1V ��� DEC I PVC PIPE PER PLAN f ------------------------------------------------------------------------------------ OF DIRECt BURIAL WIRING Q Minutes Per Cycle Onm:ss): 4:00 3100 3100 3100 4100 4100 3:00 4100 3100 3100 4i00 4100 TO VALUES 3-INCH MIN DEPTH OF Cycles Per Day,: 2 4 4 3 3 4 4 3 3 4 3 2 z CV) W C Days To Skip: 5 4 3 1 1 1 1 1 1 3 5 5 . � 3/4-INCH WASHED GRAVEL L t SWEEP ELLS AS REQ'D LO Precipitation Rate: 1,,83 TO ROUTE UNDERGROUND cL U ------------------------------------------.�___�....-._a-..--..�___rw 6 (CORE HOLE THROUGH � � ---------------------------------------- Q Station 3 Program: A WALL 1/2" DIA. LARGE' JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC THAN CONDUIT) ------------------------------------------------------------------------------------------------------_-___--_-- Minutes Per Cycle (amiss): 27,39 21,26 21,34 21,12 24:38 22:16 21,33 22,35 21,12 21,34 25,26 27,39 Cycles Per Day: 2 4 4 3 3 4 4 3 3 4 3 2 REVISIONS DATA Days To Skip, 5 4 3 1 1 1 1 1 1 3 5 5 CONTfROLLEfR 5 AUTO�IATIC FLU&H \�( AL ,(Precipitation Rate: 0,28 ----------------------------------------------------------------------------_-------------_ Station 4 Program: A JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC ----------------------------------------- --------------------------------------------------------------------- Minutes Per Cycle (mm:ss): 27,39 21,26 21,34 21,12 24,38 22116 21:33 22,35 21:12 21,34 25:26 27139 Cycles Per Day: 2 4 4 3 3 4 4 3 3 4 3 2 ai Days To Skip: 5 4 3 1 1 1 1 1 1 3 5 5 0 v C R Precipitation Rate: 0,28 L M ai a ------ -------------------------------------------------------------------------------------------------------- 'p 0 •` m c � Station 5 Program: A JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC E- 3 E � 03 .� � � ------------------ --------------------- ---------------------------------------_--_-________--_____-.�_w-.. 0 CU 13 ID Minutes Per Cycle (mm:ss): 8119 6127 6130 6123 7125 6142 6129 6148 6123 6130 7139 8119 Uj 4) H Cycles Per Day: 2 4 4 3 3 4 4 3 3 3 U) Z Days To Skip: 5 4 3 1 1 1 1 1 1 3 5 5 Lj,U t? v >QWat Date , N Precipitation Rate: 0,93 p ------------------------------------------------- CL �----,.----___- j •�.+ CD OF CPS-��O Station 6 Program: A C H JAN FEB MAR APR MAY JUN JUL AUG SEE' OCT NOV DEC a, CL v w � C -------------------------------------------------------------------------------_.--._-_-,_--..----___--------- LL- ---- = N v SFI>=LT TITLE Minutes Per Cycle (mm:ss): 8119 6:27 6:30 6123 7125 6142 6129 6:48 6123 6:30 7:39 8:19 — 'a L d Cycles Per Day: 2 4 4 3 3 4 4 3 34 3 2 d o IRRIGATION Days To Skip: 5 4 3 1 1 1 1 1 1 3 5 5 a •r N Precipitation Rate: 0,93 (� -a N o �., c f TAII Q -o cu .o m J p X O :3 Cl C 0 NOTE: THIS IRRIGATION SCHEDULE IS MEANT TO BE USED AS A GUIDELINE ONLY, C to nESI6Nl� CH AND DOES NOT TAKE THE PLACE OF PROPER, ONGOING SYSTEM MANAGEMENT, d -v .o O 4.0 DIFFERING SITE AND CLIMATIC CONDITIONS MAY REQUIRE ADJUSTMENTS +, N O +_ aT G THESE PLANS RAIN= BEEN REVIEWED H THE RNIA GOVERNMENT VALLEY DEN OPUS NOT REFLECTED IN THIS SCHEDULE, .L o 0 L > 0 c a Y ,d CLOD SECTO165ACCORDANCESIEEEQJIRING�I ENT LANDSCAPE A DS PENT c+ ctcl=a _ m = C s C co O CU tp AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL 0 E N E N N O tQ p V C- > > — N GOVERNING AGENCY (CITY AND COUNTY) ea a� o v o .n � > U m to a-O — tO O ACc; .(a 0) O O •a N > ~ APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE DATE U F- CL L. 0 M U — � A A A A F- O ATE APPROVAL TO ENCROACH INTO DISTRICT AND USBR RIGHT CF WAY. SCALE NTS Ri _ I, • TREES, PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY — NOT BE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR�' N C3 O -C V LL O U w RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ACHMENT PERMIT JOB NO. CVWD. a2 /y z M d A R D P SHEET CL voaadtlol L5,2 CVWD PLAN NO. OP 10 SHEETS L40197 II V i NHS 4 6ROUNDCOVER P I.A N T L 157 BOUL=�r=RS AND 6RAVr=L Avlk 11 LANTANA 'NEw SOLD' S 6AL. 0.5 MOD 5%roM50L aT.r. BOTAN I CAL NAME COMMON NAME SIZE AA R 4"-W PIA. SIERRA GOBBLE 0SHRUBS $ CACTUS USE 13 DALEA GAPITATA 'SIERRA GOLD' S 6AL. 0.5 MOD BOULDER, SIZES INCLUDE 1', 2% V DIA., SEE LAYOUT PLAN SHEET L2.0 COLOR: DESERT SAND )70 117 EVOVULUS 6LOMERATUS "HAWAIIAN BLUE EYES" 5 GAL. 0.5 MOD 10 AGAVE AMERICANA "CENTURY PLANT" 15 GAL. 0.2 LOW NOTES: 5 501,16AINVILLEA 'BARBARA KARST' 5 GAL. STK. 0.5 MOD 2 FOUOUIERIA SPLENDENS "OCOTILLO" 15 6AL. 0.2 LOW I. CONTRACTOR TO RAKE d GLEAN NATIVE SOIL/SAND AND REMOVE, 4 CALLIANDRA HAEMATOGEPHALA "PINK POWDER PUFF" 5 6AL. STK. 0.5 MOD jJ ALL DEBRIS OVER 2" DIA, INCLUDING DIRT, ROCK, $ OTHER REMNANTS flERANN & ASSOCIATES FROM &RADIN6 AND EXCAVATION. 2 TRAGHELOSPERMUM JASMINOIDE5 "STAR JASMINE" 5 6AL. STK. 0.5 MOD 12 JUSTIGIA 5PIG16ERA "MEXIGAN HONEYSUCKLE" 5 6AL. 0.2 LOW 18365 IlIGRAY 111 4 MAGFAPYENA UN6U15-GATT "GAT'S CLAW" 5 6AL. STK. 0.2 LOW 21 BAILEYA MULTIRADIATA "DESERT MAR16OLD" 5 6AL. 0.2 LOW PMB 332 TIFF GREEN BURUMDA - 500 - - - - - - - - - - 0.7H16H O LAQUINTA, CA 10 SENNA NEMOPHILA NGN 5 &AL. 0.2 LOW 92253 \ of ENGELIA GALIFORNIGA "CALIFORNIA ENGELIA" 5 6AL. 0.2 LOW LIC# 2754 UP. 4/30/14 PTI. (760) 777-9131 - - - - - - - - \ 6 BOUGAINVILLEA 'LA JOLLA' 5 6AL. 0.5 Mom RX (760) 777-9132 ® II OPUNTIA VIOLAGEA 'SANTA KITA' 15 &AL. 0.2 LOW OPUNTIA EN6ELMANNI 5 6AL. 0.2 LOW J .BADMINTON..NPT•.51� BV`ES AGAVE PARRYI 'TRUNCATA' 5 6AL. 0.2 LOW \ ® ECHINOGACTU5 &KUSONNI "&OLDEN BARREL CACTUS" 12" PIA. 0.2 LOW \ ® 5 PACHYGEREUS MAROINATA "FENCEPOST CACTUS" 5 &AL. 0.2 LOW 0 NSW TURD. iE ' : O M O \ 4 SA&UK0 SPECIMEN 5-61'-10' HT. 0.2 LOW W J Q . . .. . • ... .. •• .. � .. • .. .. .• . O GARAGE \ � MULTI-ARM 5SPEAK O 1- V Vr M O I YUCCA R05TRATA "BEAKED YUGGA" 15 6AL. 0.2 LOW w O �... U) W \ 6 ROCAGTUS CYLINPRAGEUS "RED BARREL CACTUS" 5 &A W O FE EXISTING PYGMY DATE L. 0.2 Low W Z Q O PALM TO BE . I CEREUS PERUVIANA "MONSTORUS" I5 6AL. 0.5 MOD w a�`.`: EXISTINC� : 3BQ ,4R RELOCATED HERE s J a G SAGO 3 BOULDERS TO HOL EXISTIN O BACK SLOPE .�' ✓ LEUGOPHYLLUM LAN&MANIAE LYNN S LEGACY 5 6AL. 0.2 LOW p V I I a- I PALM TO REMAIN • •. EXISTING PALMS • � 2 TRIGHOGEREUS SPAGHIANUS "GOLD TORCH CACTUS" 15 6AL. 0.2 LOW cr TO REMAIN \ EXISTING PALMSg TO REMAIN 6 ALOE FEROX "BITTER ALOE" 5 6AL. 0.2 LOW • 0 E$ O '� 2 AGAVE PESMENTIANA 5 6AL. 0.2 LOW �- r ` \ 21 ALOE 'BLUE ELF' 5 6AL. 0.2 LOW .21j n • \ J ~ 04 rn Its \ W Wca � � Q �g w $� ff W m� � � r Z �r� y , • ` W �6: GMT DATE 1 ST I NG PY \ ~ W � PALMS TO BE POOL RELOCATED HERE g Q Q g, EXISTING PAG TO REMAIN HERE \ EX15T1NG PALMS \ 3-EXISTING GIANT BIRD Or- REVISIONS DATE BY PARADISE TO REMAIN \ RESIDENCE \ SPA \ 4"-8" VIA. SIERRA 60BBLE • TO ESTABLISH PATH AY IN ATI VE SO I L I^ GLEAN NATIVE 501L c LEAN NATIVE SOIL tftnaWN 66 s I2/Dt ft POOL >a� ® • \ £ �Fo ® ® 0 coo EQU I PME � V PEA ` SHEET TITLE -___ PLANTING � 6 --- \ / 0 a I6 24 \ HORSESHOE COURT \"� \ --- PLAN m m THESE PLANE HAVE BEEN REVIEWED BY THE COACHELLA VALLEY DRAWN OPUS WATER DISTRICT- 68, - a O ` CODE SECTION 615 91 E��Q. REQUIRING �FIANCE WITH �IT LANDSCAPE GOVERNMENT • • '-"-�- • • AND IRRIGATION DESIGN IN COOPERATION WITH TWE LOCAL CHECKED / \ GOVERNING AGENCY (CITY AND COUNTY) • • DATA 12/5/12 �" • \ APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE APPROVAL TO ENCROACH INTO DISTRICT AND USER RIGHT OF WAY. • _.6 � `;, / EXISTING PALMS �A � SCALE TREES,PLANTS, WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY TO REMAIN \ NOT SE PLANTED OR INSTALLED IN CVWD AND USER EASEMENTS OR JOB NO. Q �� • --� / • / RIGHT-OF-WAYRM WITHOUT FIRST OBTAINING AGHMENT PEWIT • a O GLEAN NATIVE FROM CVWD. 6 ... - ... ... ... SOIL 1`, -- - ... ... ... ... ... SHEET ... ... - - - - - - - - - L-E -N 'I`v' - - - - - - - LEAN-NAT+,/E-- -- - - - - - - - - A R DP - - - c7EEA�tNWT111E - -' - - - - - - - SOIL 501E )jA �AI `� �J L6.0 SOIL Y �, I L L ® Y T E E GVWD PLAN NO. Olc 10 SHEETS , L01 96 SHRUB OR VINE L TREE (PER PLAN) FLANTIN (3 NOTES CINCH TREE TIES (BLACK) PER MFG. REQU I REMENT5 GENERAL — ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE G 1 TY AND COUNTY CODE AND 2" D I A X I O' LONG fH CRMANN & A SSOCIATCS THESE PLANS. LODGE POLE STAKES EARTH WATERING BASIN 78365 HIGHWAY 111 EARTH WATERING BA51N _—_I PMB 332 A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT (RAKE SMOOTH PRIOR —) I I I I ( . — —I THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. TO SEEDING) ADD DR. EARTH PLANTING LA QUINTA, CA MIX PER MANUFACTURER 5 2253 B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION, PUBLIC LIABILITY AND PROPERTY 4 FIN 15H GRADE RECOMMENDATION /30/14 DAMAGE INSURANCE AS REQU I RED BY OWNER. ROOTBALL, SET GROWN LIC# 2754 W. 4/30 FLUSH W/F I N 15H GRADE PSI. (760) 777-9131 C. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY FOR SAME. _ MY (760) 777-9132 D. Zx. ALL IRRIGATION WORK SHALL HAVE RECOMMENDED APPROVAL BY THE OWNER PRIOR TO , � � NATIVE SOIL r BEG 1 NN I NG ANY GROUND COVER PLANTING WORK. 241I " NATIVE 501 L ROOTBALL PIA, E. THE OWNER'S 5UPERINTENDENT WILL REVIEW THE PLANNING WORK. PRIOR TO STARTING ADD: CACTUS MIX OR NATIVE WORK, Zx 501E MANUFACTURER'S W THE CONTRACTOR SHALL CONTACT THE OWNER'S SUPERINTENDENT AND COORDINATE ALL REV I EW5. 17 RECOMMENDATIONS j ROOTBALL ROOTBALL F. THE QUALITY OF WORKMAN5H I P AND MATERIALS SHALL BE OF THE HIGHEST STANDARDS. D I A W COOPERATION AND FLEXIBILITY 15 EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE 1 OWNER / LANDSCAPE ARCHITECT IN PRODUCING THE BEST POSSIBLE PRODUCT. �! G. UPON COMPLETION OF EACH PHASE OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY �- N? GLEAN THE SITE OF ALL ACCUMULATED RUBBISH, DEBRIS AND OTHER EXTRANEOUS MATERIAL. O M J Q 2. SCOPE OF WOE - FURNISH ALL MATERIAL, LABOR. TRANSPORTATION, EQUIPMENT AND PROPERTY A C,, AC-ITUS FLANTINO SHF;�UE3/\VINEFLANTINOo0 TO COMPLETE THE LANDSCAPING OF THE PLANTING AREAS SHOWN ON THE DRAWINGS, OR m CLE REASONABLE IMPLIED TO COMPLETE THE CONSTRUCTION. I NGLUD NG A5 A PART OF THE WORK BUT W co NOT NECESSARILY LIMITED BY IT, ARE THE FOLLOWING ITEMS: FINE GRADING OF ALL PLANTING NOTE: USE DR. EARTH PLANTING MIX w � AREAS, PREPARATION OF ALL PLANTING AND TREE HOLES, FURNISHING AND INSTALLATION OF ALL 6-0" MIN. FOR OTHER PLANTING AREA5 Z 0 0 REQU I RED PLANTING BAGKF I LL MATERIALS, TREE TAKES AND MISCELLANEOUS MATERIALS, PER MANUFACTURER'S W ° FURN 15H I NG AND INSTALLATION OF ALL PLANT MATERIALS, PROVIDING MAINTENANCE THROUGHOUT D GLEAN-UP AND WEEDING OF ALL LANDSCAPE AREAS AND GUARANTEE OF ALL REGOMMENDATI ON5 " J J no THE SPECIFIED PERIOD, PLANT MATERIAL AND WORKMAN5H I P FOR A PERIOD OF ONE YEAR. 2 e THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" I N DIAMETER, DEBRIS AND OTHER S. EQUA EQUAL � EXTRANEOUS MATERIALS FROM THE JOB SITE IN A LEGAL MANNER PRIOR TO PROCEEDING WITH ANY + HE • �co WORK UNDER THIS CONTRACT. W 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADE, I NGLUD i NG ANY IMPORT SO 1 L 0 ('f PLANT SPACING ADJUSTMENTS TO EARTH BERMS. PROVIDE I L7E FINISH GRADE I N PLANTING AREAS I MINIMUM FLOW. w 3 AS PER PLAN FIN15H GRADES SHALL BE 2 BELOW ADJACENT WALK5, CURBS, DRIVEWAYS ETC. IN GROUND COVER E DRAIN INLET LOCATIONS ONS AND REPLACE BROKEN OR _I N =o. AREAS. CONTRACTOR SHALL PROTECTXI5TING _ DAMAGED GRATES. CONTRACTOR SHALL RELOCATE DRAIN INLETS AS REQU I RED TO MAINTAIN EX 1ST I NG — + + W � V \ \ \ \ \ �\ 4 W ao FLOWS OFF5ITE. / / / /��►// /� \\ /� \//�j _� 1/2 O.G. 5PAGING OF 5. ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES AND A5 DETAILED. ALL PLANT /'�X_ �- � V I ° SHRUB B OR GROUND W jt� MATERIAL SHALL BE OF THE H 1 GHE5T QUALITY AND LARGEST REASONABLE 51 ZE AVAILABLE FOR THE 3 D I SHRUB MATERIALS SHALL BE ROOTBALL t SPECIFIED CONTAINER 51 ZE (WITHOUT BEING ROOT BOUND). `� C 0 W VIGOROUSLY GROWING, HEALTHY PLANT MATERIALS, FULL AND BUSHY, OR HINE5 WHOLESALE 6 PLANT PER PLAN G Q ° o �� ADJACENT PAVING z � � NURSERY / MONROV I A NURSERY COMPANY QUALITY OR EQUAL. THE OWNER'5 SUPERINTENDENT WILL ° ' , , AYE TO REJECT 1—�G 2�� MULCH INSTALLED " ". a • a •. � W � � REVIEW ALL PLANT MATERIAL WHEN SPOTTED FOR PLANTING AND WILL NOT HESIT BEFORE PLANTING °'. � ANY MATERIAL OF QUESTIONABLE QUALITY, OR OF LESS THAN THE LARGEST REASONABLE SIZE `�W`C II II , U ' Z o I. I\ x I EYE BOLTS SHRUB H INN TALLED .• r . . ;. :<Q ".• .• . + � Q C� ��">s MATERIAL AVAILABLE. II \ fa. v Quo 2. 1/8 GALVAN I ZED GABLES (TYP.) BEFORE PLANTING �- 6. NO PLANT 5UB57I7UTION5 ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ATTACH VINES TO GABLES WITH GROUND COVER AREAS ARCHITECT. TIE WIRE. PREPARE BED AS PER I I=III— — 3 WALL/FENCE WRITTEN SPECIFICATION =III REVI51oN5 DATE BY �. ALL GROUND COVER A5 NOTED IN THE LEGEND SHALL BE PLANTED IN STAGGERED MOWS 4. DR. EARTH PLANTING MIX PER CONTINUOUSLY UNDER ALL TREES AND SHRUBS IN THE AREAS A5 DESIGNATED ON THE PLANS AND MANUFGTURER 5 RECOMMENDATIONS AT THE 5PAG I N6 INDICATED IN THE LEGEND. GROUND COVER SHALL BE INSTALLED NO CLOSER. THAN 5. PLANT DIRECTLY I I--III—III=III—I I (=III=III=I I I 1/2 THE ON CENTER 5PAGIN6 AS I ND I GATED ON THE PLANS. ADJACENT TO VERTICAL GRADE III—III—III—I 11=1 11=1 11=1 11=1 I I CONTRACTOR SHALL PROVIDE AN AUTOMATIC I RR I GAT I ON SYSTEM TO ALL LANDSCAPE AREAS. DRIP 6 G . SEE SHRUB PLANTIN al. =III=III=III=III=III=III=III= IRRIGATION SHALL BE USED IN GRAVEL AND GOBBLE AREAS. SPRAY IRRIGATION SHALL BE USED FOR DETAIL LAWN AREAS. O. WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THE: AGRICULTURAL � VINE ® I N �NALL Col., VEE R GOMM 15510NER'S OFFICE. LANDSCAPE CONTRACTOR, PLEASE CONTACT THE OWNERS REPRESENYATI VE FOR STATUS OF AGRICULTURAL COMM1S510NER'5 APPROVAL OR DENIAL. PLANT MATERIAL NOT CONI`ORMING WITH QUARANTINE LAW MAY BE DESTROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL Is SUBJECT N TO INSPECTION AT THE D I SGRETI ON OF THE AGRICULTURAL GOMM 1551 ONER'5 OFFICE. ALL PLANT MATERIAL MUST BE FREE FROM RED SCALE (AON I D I ELLA AURANT I I). Ratio" Dow LANDSCAPE ARGHITEGT CANNOT A55UNtE RESPONSIBILITY FOR ANY PLANT MATERIAL UTILIZED ON SITE s 12/Dcft 5/12 �� " WH I GH ARE NOT SHOWN ON THE PLANS AND/O R HAVE NOT BEEN APPROVED BY THE AGRICULTURAL qr£ of cati��°� COMM 1551 ONER'S OFFICE. 51-EET TITLE PLANTING NTAILS DESIGNED CH THESE PLANS HAVE BEEN REVIEWED BY THE COAC 4ELLA VALLEY DRAWN OPUS WATER DISTRICT IN ACCORDANCE WITH CALPORVIA GOVERMENT CODE, SECTION 655SI ET SELL REOWRING EFFICIENT LANDSCAPE CHECKED AND IRRIGATION! DESIGN IN COOPERATION WITH THE LOCAL _ GOVERNING AGENCY (CITY AND COUNTY) DATE 12/3/12 APPROVAL OF THIS DRAWING BY CVWD STAFF DOES NOT CONSTITUTE D / ► 9 APPROVAL TO ENCROACH INTO DISTRICT AND USER RIGHT OF WAY. AS SHOWN TREES, PLANTS,WALLS AND PERMANENT STRUCTURE OF ANY KIND MAY NOT BE PLANTED OR INSTALLED IN CVWD AND USSR EASEMENTS OR .JOB NO. RIGHT-OF-WAY WITHOUT FIRST INI CROACHMENT PERMIT FROM CVWD. 1 R SHEET DATF WATER D P L6.1 CVWD PLAN NO. OP 10 SHEETS L4019 II