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Home My WebLink AboutAtria Senior Living Palm Desert Central Courtyard_1 REVIS _ 7/7111 - 7;26i11 - FL _A ATRIA PALM DESERT 8'2�12 71E - LANDSCAPE CONSTRUCTION PLANS. Ii — APPROVED — 44300 SAN FIN DSCAPE PACKAGE ,;: PASQUAL AVENUE DA - PDESERT , LANDSCAPE T�. . AL M CA NOTES ABBREVIATIONS VICINITY MAP SHEET INDEX � A. VISIT SITE PRIOR TO SUBMITTING BIDS. ^ @ AT NCN NO COMMON NAME B. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE C CENTERLINE NIC NOT IN CONTRACT W D `L ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLANS. #L NUMBER NTS NOT TO SCALE Z D SHEET NO. DESCRIPTION SCALE 1� C. DO NOT SCALE DRAWINGS. A.C. ASPHALTIC CONCRETE O.C. ON CENTER D W W B.C. BOTTOM OF CURB O.D. - OUTSIDE DIAMETER I ' I D. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER CF CUBIC FOOT/CURB FACE P.L. PROPERTY LINE O D LO.O LANDSCAPE TITLE SHEET N.T.S. �+ RULES, REGULATIONS AND ORDINANCES GOVERNING THE LOCATION OF THE WORK. BUILDING CODE REQUIREMENTS TAKE FRED WARING DR CLR CLEAR P.A. PLANTER AREA D PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH < < L1 .1 LANDSCAPE DEMOLITION PLAN 1 " _ $' n TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE CONC CONCRETE R. RISER O rn m �J)AND THE DRAWINGS. CTR CENTER RAD RADIUS z PROJECT L2.1 LANDSCAPE CONSTRUCTION PLAN 1" = 8' 1 1 DIA DIAMETER REV REVISION i W E. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR x SITE DRAWINGS. DIM DIMENSION SHT SHEET m L3.1 - L3.2 LANDSCAPE CONSTRUCTION DETAILS AS SHOWN _j DWG DRAWING SPEC SPECIFICATION -< CATALINA WAY F. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE E.J. EXPANSION JOINT SF SQUARE FOOT w <- L4.1 LANDSCAPE IRRIGATION PLAN 1 " _ $' ----- m r> w LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ENG ENGINEER SQ SQUARE O �--- THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN EQ EQUAL S.S. STAINLESS STEEL D P Q x L5.1 - L5.2 LANDSCAPE IRRIGATION LEGEND & NOTES N.T.S. DISCREPANCIES. Z EW EACH WAY STD STANDARD _U O� JQv �� O W G. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY FIN FINISH STL STEEL co O y L5.3 - L5.4 LANDSCAPE IRRIGATION DETAILS AS SHOWN NOTED OTHERWISE. r— Q D .� t . GA GAUGE T TREAD O U aQ J < L6.1 LANDSCAPE PLANTING PLAN 1 " = 8' < GALV GALVANIZED T.C. TOP OF CURB C Z Z m H. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN; THEY DO NOT Q z 1 INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL HT HORIZONTAL T.G. TOP OF GRATE m co C co L7.1 LANDSCAPE PLANTING DETAILS AS SHOWN `J BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION HT HEIGHT T.S. TOP OF STEP ALESSANDRO DR V) VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE I.D. INSIDE DIAMETER THK THICKNESS PALM DESERT DR PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE INCL INCLUDING T.W. TOP OF WALL L GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION MAX MAXIMUM TYP TYPICAL SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE MFR MANUFACTURER VERT VERTICAL LANDSCAPE INSPECTION SCHEDULE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED BEFORE, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF MH MANHOLE W/ WITH ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO MIN MINIMUM W.I. WROUGHT IRON NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. MISC MISCELLANEOUS WT WEIGHT 1. SLEEVING / GRADING I. A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION CONFORMING TO THE REQUIREMENTS OF N a. SLEEVE DIAMETER, TYPE, DEPTH AND LOCATIONb. SOIL. SURFACE DRAINAGE, ELEVATIONS AND TRASH (INCLUDING WEEDS THE BUILDING CODE. & RUBBLE) J. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. V V O N E R SCALE: NOT TO SCALE 2. HARDSCAPE / BOULDERS - COBBLE a. SIDEWALK AND WALL LAYOUT K. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED ATRIA SENIOR LIVING GROUP LANDSCAPE IRRIGATION AUDITS b. UTILITIES LOCATION WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. /� c. BOULDER TYPE, SIZE, WEIGHT AND PLACEMENT CI OF P�1Lti1 DESERT 3. IRRIGATION SYSTEM ROUGH-IN DEPARTM OF BUILDI G & AFETY L. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER. 44300 SAN PASQUAL AVENUE CONTACT: TOM FLITSCH a. TRENCH DEPTH AND LOCATION APPROV n WATER MANAGEMENT. ALL LANDSCAPED AREAS COVERED BY THIS ORDINANCE WHICH EXCEED 1.0 ACRE b. PIPE SIZE AND CLASS �f �L PALM DESERT, CA 92260 TEL: (805) 990-2653 (43,560 SQUARE FEET), MY BE SUBJECT TO A LANDSCAPE IRRIGATION AUDIT AT THE DISCRETION OF THE BY v M. PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIRED BY THE UNIFORM DISTRICT IF THE DISTRICT HAS DETERMINED THAT THE ANNUAL MAXIMUM APPLIED WATER ALLOWANCE HAS c PRESSURE TEST (125 PSI FOR 6 HOURS) THIS AP L LU BE NLILL&71) F I SPECTION Tom.FlitsGh atriaseniorlivin .corn 4. PLANT MATERIAL (TREES & SHRUBS) IS NOT RE D 'N Itq[MYSOFISSUANCE ALL ^ l� BUILDING CODE 1991 EDITION. @ g BEEN EXCEEDED FOR A MINIMUM OF 2 CONSECUTIVE YEARS. AT A MINIMUM, THE AUDIT SHALL BE WORK ALL BE DONE IN ACCORDANCE wITH �,J J vv a. CONDITION CONDUCTED BY A CERTIFIED LANDSCAPE IRRIGATION AUDITOR AND SHALL BE IN ACCORDANCE WITH THE APPROVED PANS.THIS APPROVAL SHALL NOT BE N. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR LAND CALIFORNIA LANDSCAPE IRRIGATION AUDITOR HANDBOOK (SEE LANDSCAPE IRRIGATION AUDIT HANDBOOK, b. TYPE CONSTRUED TO BE A PERMIT FOR:AN APPROVAL OF: W NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN LANDSCAPE P E ARCHITECT DEPARTMENT OF WATER RESOURCES, WATER CONSERVATION OFFICE -JUNE, 1990, VERSION 5.5 ANY VIOCATION OF ANY OF THE PpOwSlOwS OF STATE c. PLACEMENT �CITYORDINANCESORLAWS.THISSETOFAPPROVED CONJUNCTION WITH THE EXECUTION OF THIS WORK. THE OWNER OF THE LANDSCAPED AREA SHALL BEAR THE COST OF THE AUDIT. 5. GROUND COVER (DECOMPOSED GRANITE) PLANS MUST BE KEPT ONTI,E K.;B UNTIL COMPLETED. W O. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAINLINE SUBCONTRACTOR RIDGE LANDSCAPE ARCHITECTS a. TYPEb. DEPTH AND SPACING �r �/�1. �♦ 1 AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE c. COMPACTION ,1�� A Wet.- � ` ((`` `�3 ELEMENTS. 8841 RESEARCH DR., SUITE 200 CONTACT: RON STARK CERTIFICATION OF PROJECT COMPLETION 6. FINAL __j <1 P. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. IRVINE, CA 92618 PH: (949) 387-1323 X23 a. IRRIGATION: "` V, Q Q. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER DETAILS, AND DETAILS TAKE i. VALVES, BOXES AND WIRING ron@ridgela.com A. A LICENSED LANDSCAPE ARCHITECT, OR OTHER QUALIFIED PROFESSIONAL IN A RELATED FIELD, II. CONTROLLER OPERATION AND SCHEDULE {_ ,' - Q PRECEDENCE OVER PLANS. SHALL CONDUCT A FINAL FIELD OBSERVATION AND SHALL PROVIDE A CERTIFICATE OF COMPLETION. III. SPRINKLER, BUBBLER AND/OR DRIP EMITTER TYPE. FLOW RATE r 0 SPECIALINSPECTION THE CERTIFICATE SHALL SPECIFICALLY INDICATE THAT PLANTS WERE INSTALLED AS SPECIFIED AND AND QUANTITY PER PLANT ; _" Y "'r �•/R. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE OWNER. THAT THE IRRIGATION SYSTEM WAS INSTALLED AS DESIGNED. NEW COMMENTS PERTAINING TO FIELD JI iv. OVERALL OPERATION - f:-�i?--.�;. ��'�' !z z CHANGES THAT DIFFER FROM DISTRICT APPROVAL PLANS SUCH AS WHY FIELD CHANGES WERE v. AS BUILT t J �` S. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS AND SPECIFICATIONS WARNING: PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY MADE AND WHO MADE THEM MUST BE RECORDED ON CERTIFICATE OF PROJECT COMPLETION. b. TREE STAKING `'� I I APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE. THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRACTOR PLEASE B. CERTIFICATION SHALL BE ACCOMPLISHED BY COMPLETING A CERTIFICATE OF COMPLETION AND "- DELIVERING IT TO THE DISTRICT, CITY OR COUNTY AND TO THE OWNER OF RECORD. (SEE FORM: c. OVERALL I CONTACT THE DEVELOPER FOR STATUS OF AGRICULTURAL COMMISSIONER'S SAMPLE, APPENDIX C.) �/ • T. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO APPROVAL OR DENIAL. NOTES: L1�r v I THE OWNER. PLANT MATERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DESTROYED SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 ATTEMPTS THERE WILL In AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. U. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH M LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MUNICIPAL CODE REQUIREMENTS ANY CHANGE TO AN APPROVED LANDSCAPE PLAN, MUST BE RE-SUBMITTED TO O O APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE MATERIAL MUST BE FREE FROM RED SCALE (AONIDIELLA AURANTIL) Q DESERT FOR APPROVAL, PRIOR TO IMPLEMENTATION. THE CITY OF PALM DES 1 U PROPER EXECUTION OF WORK. v Jam" J. Ridpo z V. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, BUILDING REFERENCE CODES PALM DESERT MUNICIPAL CODE REQUIREMENTS: 2909 ETC. AS DESCRIBED IN THE SPECIFICATIONS. W A. APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON THE (Signu re ' ^ W.NOTIFY THE CITY'S AUTHORIZED REPRESENTATIVE 48 HOURS PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT 2010 CALIFORNIA BUILDING CODE (Based on 2009 IBC) CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION). (HEALTH AND SAFETY CODE, 08107/12 v) < W INSPECTION SCHEDULES. 2010 CALIFORNIA RESIDENTIAL CODE (Based on the 2009 IRC) SECTION 5416) (Date) — (n 2010 CALIFORNIA MECHANICAL CODE (Based on 2009 UMC) B. CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN-UP OF W 2010 CALIFORNIA PLUMBING CODE (Based on 2009 UPC) ALL BUILDING MATERIALS. (ORDINANCE NO. 262 OF THE PALM DESERT MUNICIPAL CODE < X. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING ) WORK. 2010 CALIFORNIA ELECTRICAL CODE (Based on 2008 NEC) C. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE These plans have been reviewed by the Coachella Valley Vlater 2010 CALIFORNIA ENERGY CODE (Based on 2008 Energy Stds) PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE 1 (ATI � District in accordance with California Government Code. Section W _1 2010 CALIFORNIA GREEN BUILDING CODE UNLESS WRITTEN PERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC efficient landscape and irrigation design in Y. CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 2010 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES. PALM DESERT 65591 et seq, requiring e 2010 CALIFORNIA FIRE CODE (Based on the 2009 IFC) MUNICIPAL CODE, CHAPTER 8.02) ( cooperation with the local governing agency (.City or County). U PROJECTSCOPE D. ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINANCE NO. 1217, MUNICIPAL CODE Approval of this drawing by CVWD staff does not constitute approval N �_ NOTIFY DIG ALERT A FREE SECTION 15.28. YOU MAY REQUEST A COPY AT THE BUILDING DEPARTMENT.E. CONSTRUCTION HOURS: to encroach into district and USER Right-of-Way. Trees, plants, _ walls and permanent stn►ctures of any kind may not be planted or PROJECT SCOPE AS INDICATED ON THESE DRAWINGS INCLUDES THE FOLLOWING: � PUBLIC SERVICE PROVIDED installed in CVWD and USER easements or Right-of-Way without OCTOBER 1 THRU APRIL 30 MAY 1 THRU SEPTEMBER 30 first obtaining an encroachment permit from CVWD, 4;••. • REMOVAL LANDSCAPE AND HARDSCAPE BY UNDERGROUND SERVICE MONDAY - FRIDAY 7:00 A.M. - 5:30 P.M. MONDAY- FRIDAY 6:00 A.M. - 7:00 P.M. U. • INSTALLATION OF XERISCAPE PLANTING AND IRRIGATION • MODIFICATION OF EXISTING WATER FEATURE ALERT OF SOUTHERN SATURDAY 8:00 A.M. - 5:00 P.M. SATURDAY 8:00 A.M. -5:00 P.M. QSUNDAY NOT ALLOWED SUNDAY NOT ALLOWED -- • NEW CONCRETE POOL DECK CALIFORNIA, @ 811 PRIOR TO GOVERNMENT CODE GOVERNMENT CODE * �fa -�_'- t • RE-USE OF EXISTING POOL FENCING ANY EXCAVATION .HOLIDAYS NOT ALLOWED HOLIDAYS NOT ALLOWED DATE VYN&Wr Management Supervisor • NEW ALUMA WOOD TRELLIS • ALTERATION OF EXISTING GAS AND ELECTRIC FOR REVISED HARDSCAPE TWO WORKING DAYS BEFORE YOU DIG VIOLATION OF THE ABOVE WORK HOURS IS A CITABLE OFFENSE UNDER PALM DESERT MUNICIPAL 00 CODE SECTION 9.24.070. CVWD Plan# oveprnent Se ces uperviso7 w REVIS101I Ii 71711 1 - FL4t! '�K 'a EXISTING TREE LEGEND DEMOLITION NOTES DEMOLITION LEGEND: I DEMO 7l26j„ - FL ��. � E) ITEMS.' ( HARDSCAPE ITEMS 5/7!12- DELTa SYMBOL BOTANICAL/ COMMON NAME A. REMOVE ITEMS NOT REQUIRED FOR FILL OR RE-USE FROM THE PROJECT SITE,AND DISPOSE OF , . . m IN ACCORDANCE WITH LOCAL CODES. DO NOT BURN RUBBISH OR DEBRIS ON SITE. O DEMOLISH AND REMOVE FROM SITE EXISTING CONCRETE PAVING. 7J16,12 COLT L" NOTE: B. ANY DAMAGE TO EXISTING PLANT MATERIAL OR HARDSCAPE ELEMENTS THAT ARE TO REMAIN DEMOLISH AND REMOVE FROM SITE EXISTING WATER FEATURE POOLS. STORE ON SITE ANY LOOSE EXISTING TREES MARKED WITH AN (R)ARE TO BE (I.E. CURBS, WALKS, WALLS, ADJACENT PROPERTY, ETC.) SHALL BE REPAIRED OR REPLACED BY •. O BOULDERS OR COBBLE FOR FUTURE RELOCATION TO WATER FEATURES. 8/2�12 - CELT� REMOVED. TREES MARKED WITH AN (E)ARE TO THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. BE PROTECTED IN PLACE. DEMOLISH AND REMOVE FROM SITE EXISTING METAL FENCING, INCLUDING RELATED HARDWARE C. CONTRACTOR SHALL LIST ALL EXISTING TREES TO REMAIN THAT HAVE HAD WORK PERFORMED O AND POST FOOTINGS. (E) � MEDIT ER AN HUMILIS / WITHIN 6' OF TRUNK ON PLANT MATERIAL GUARANTEE. PROTECT TREES IN PLACE'. DO NOT MEDITERRANEAN FAN PALM COMPACT SOIL UNDER DRIP LINE, DO NOT PARK VEHICLES WITHIN DRIP LINE, DO NOT STORE O DEMOLISH AND REMOVE FROM SITE EXISTING WOOD SHADE STRUCTURE. 4 MATERIALS WITHIN DRIP LINE, OR OTHERWISE HARM TREES WHICH ARE TO REMAIN. CHILOPSIS LINEARIS / REMOVE FROM SITE EXISTING SITE FURNISHINGS (TABLES, CHAIRS, ASH URNS AND TRASH 3 DESERT WILLOW D. ALL SURFACES WHERE GROUNDCOVER HAS BEEN REMOVED SHALL BE GRUBBED AND BROUGHT O RECEPTACLES). CONFIRM ALL ITEMS WITH OWNER PRIOR TO REMOVAL. TO A CONSISTENT GRADE HAVING NO IRREGULARITIES, TO THE SATISFACTION OF THE OWNER. OREMOVE AND STORE ON SITE EXISTING BARBECUE FOR FUTURE RELOCATION. E. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITY LINES, PIPES,VAULTS, OR BOXES PRIOR TO = 3 ANY EXCAVATION. NOTIFY OWNER IMMEDIATELY AND REPAIR ANY SUCH ITEMS IF DAMAGED. PLANTING AND IRRIGATION ITEMS : L - REPAIRS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. -r SCHINUS TEREBINTHEFOLIUS 1 O BRAZILIAN PEPPER TREE DEMOLISH AND REMOVE FROM SITE EXISTING TREE. NOTE: CONTRACTOR SHALL TAG ALL TREES O F. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF FIELD CONDITIONS SHOULD VARY FROM 1 TO BE REMOVED FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR THOSE SHOWN ON PLAN. TO DEMOLITION. REFER TO EXISTING TREE LEGEND FOR SPECIES DESCRIPTION. -- I i G. LOCATIONS OF EXISTING SITE ELEMENTS (I.E. SIGNS, LIGHTS,VENTS, HYDRANTS, DEMOLISH AND REMOVE FROM SITE ALL EXISTING SHRUBS, GROUNDCOVER AND IRRIGATION T`l _ MERS ETC. ARE APPROXIMATE. NOTIFY THE OWNER IMMEDIATELY IF THE LOCATION O EQUIPMENT IN AREA INDICATED BY HATCH. PREPARE SOIL FOR NEW PLANTING PER SYAGRUS ROMAZOFFIANUM / TRANSFER ) QUEEN PALM OF THESE ITEMS INTERFERES WITH THE PROPER EXECUTION OF WORK. SPECIFICATIONS. H. VISIT THE SITE PRIOR TO SUBMITTING BID. O DEMOLISH AND EMOVE FROM SITE EXISTING TURF AND IRRIGATION EQUIPMENT. REMOVE WEEDS. MM ROOTS, ST ES; ARE SOIL FOR NEW PLANTING OR PAVING AS REQUIRED. (E) I. ALL TREES TO BE REMOVED SHALL HAVE ROOTS GROUND TO 3' BELOW FINISH GRADE. THEVETIA PERUVIANA/ 0C(E) O PROTECT-IN-PLACE EXISTING TREE AND/OR PALM 2 YELLOW OLEANDER J. ALL CLEARED AREAS SHALL BE TREATED WITH HERBICIDE FOR WEED CONTROL PER LANDSCAPE R.O.W. SPECIFICATION 02950, SECTION 3.01, B. ENSURE THAT AREAS ARE FREE OF KIKUYU GRASS AND NOTE: S R G NLINE AND SLEEVING TO EXTENT POSSIBLE. OTHER WEEDS PRIOR TO INSTALLING NEW PLANTING OR HARDSCAPE. REFER TO IRRIGATION PLAN, SHEET L4.1, FOR ADDITIONAL INFORMATION. LINE WASHINGTONIA FILIFERA(D / CALIFORNIA FAN PALM z WASHINGTONIA ROBUSTA/ I LD I N G 2 MEXICAN FAN PALM 2 2 Q ui Up c� — 2 3 Z J OUTDOOR .'..... .::.:::::::: :z:::.:: Z I (E DINING AREA ..::x::::....:.:.:..::::.:.: . W W 2 2 3 0 --------- -- - .. . .. 1 . . . . . . . . . . .. ,r �•• BUILDING (E TYP. f?:. .'. .'. . . I . . . . . . . . . ...:... ... . . . LLL1 j ti.: . k t_ 97.:5 4 E 2 . . . . . . . . . . . .. . .1• Yl•• 'f •h" •Y - E _ .s` ' N 1 - f.• E . . . . . . .. . . . . . . . . . . . .. L.i ( ui M1. /Sr I" _ y Z _ .i� t• .. F2 2 . .. 4 v S+ ui 3 - - BUILDING 4 . . . . . . . . 7YP. . . . . . . . . . . ..:.Y .-F _ 'a,•1- . . .. . . . . . . . . . c nP. >: ., POOL _ - .= 7YP. FED" , -:::y000 i 2 E O 4 - 1 -------------- OO Q Y+ I ' 4 U E - ,l: 1 James _ i.•r _ ��i.• �/�� Z III. tiI` +?.- r•f::•:i Z�/. 4 E w 3 3 08107112;,.; N Cn ,-<.'f cr E w ( a �--- p cto R.O.W. E) (E) �' w Q LINE 2 4 2 2 U d- E) 4 2 2 2 2 �P. BUILDING TYP. NOTIFY DIG ALERT, A FREE - �^ 3 o PUBLIC SERVICE PROVIDED 3 ,. . BY UNDERGROUND SERVICE ALERT OF SOUTHERN yn CALIFORNIA, @ 811 PRIOR TO - A%W%Mwmmo� ANY EXCAVATION TWO WORKING DAYS BEFORE YOU DIG 0 5 10 20 30 1 ■ COLOR AND FINISH SCHEDULE THE FOLLOWING ITEMS BY OTHERS AND SHOWN FOR REFERENCE ONLY: CONSTRUCTION LEGEND REVISI ':-z R'. SYMBOL KEY DESCRIPTION MANUFACTURER COLOR FINISH COMMENTS 1O CONSTRUCT TOOLED SCORE JOINT PER DETAIL A. SHEET L3 1 PAVING: AO EXISTING CONCRETE PAVING TO BE PROTECTED IN PLACE — — EXISTING POOL NOTES: P1 INTEGRAL COLOR L.M.SCOFIELD ADOBE TAN'C21' TOPCAST FINISH#25- SAWCUT CONTROL O E 7l26 11 F' 'I • RI ' EXISTING WATERFALLS AND RELATED STONE WORK TO BE IN PLACE O2 .CONSTRUCT EXPANSION JOINT PER DETAIL A.SHEET L3 1 I CONCRETE PAVING (800)800-9900 MED.WASH TEXTURE JOINTS PER PLAN O EXISTING BUILDING WALLS TO BE PROTECTED IN PLACE O CONSTRUCT SAWCUT SCORE PER DETAIL A. SHEET L3 1 5/7i12 - DEL-A -1 RLA A. EXISTING POOL SHELL WILL REMAIN IN FENCING&PILASTERS: I I PLACE, WITH IMPROVEMENTS CONSISTING O O 7/ ,' 12 D� Tr -. RL' D EXISTING POOL EQUIPMENT TO BE PROTECTED IN PLACE 4 CONSTRUCT ISOLATION JOINT PER DETAIL A. SHEET L3 ? OF A NEW CONCRETE POOL DECK, COPING OMIT ® F1 s°X s"PRESSWRE WI nTE OMIT 8/2 12 DE_` RL PA AND WATER LINE TILE. TREATED W000 1202T OE EXISTING HOSE BIB CONNECTION TO BE PROTECTED IN PLACE O CO TIC IN�TA�IL B�SHEET�L�1 �\ I I I nnGTni F=FWQC R rnT€ uHIT€ hEIWB€R QQAT-FINISH OMIT FO EXISTING ELECTRICAL SWITCH TO BE PROTECTED IN PLACE O POOL LIFT LOCATION-CONFIRM WITH POOL CONTRACTOR'S SHOP DRAWINGS \ H I L — _ B. EXISTING POOL WAS RETROFITTED IN 2009 OMIT '�r I SEE DETAIL I,SHEET L3.2 FOR MANUFACTURER'S CUT SHEETS 1 PA I ----��- F2 rTCC r�e+�Ie�TE-� l ]yp I r — — TO COMPLY WITH THE REQUIREMENTS OF AL111141 144 10'SECTIONS © EXISTING POOL AND SPA TO BE PROTECTED IN PLACE THE 'FEDERAL VIRGINIA GRAEME BAKER I I I O EXISTING CONCRETE CURB TO BE PROTECTED IN PLACE O8 OMIT POOL AND SPA SAFETY ACT,' AS CONFIRMED H I I BY SEPARATE CORRESPONDENCE GRADING Q D R/\ I N /\ G E LEGEND IO rv"'Y'"""'r"('^"TIVE TE BE"^^Tr^Tr^ ^' "^r OMIT O9 PROVIDE TUBULAR STEEL POOL FENCE AND GATE-RETRO-FIT USING EXISTING & / 1 A FENCE PANELS AND GATE ON SITE TYP. I I PA SUBMITTED WITH THESE PLANS. � • J I I SYMBOL DESCRIPTION O EXISTING WATER METER AND BACKFLOW TO BE PROTECTED IN PLACE O 10 6 0GA c c F- 1Ti roc BNRBEGI E GO LATER PER PETA1 c QIJCCT i o 1 OMIT ^v v eevrtrzvi C. EXISTING POOL IS IN COMPLIANCE WITH THE OK OMIT EQUIPOTENTIAL BONDING REQUIREMENTS ® PLANTER DRAIN -9" SQUARE CATCH BASIN (CORRUGATED PEDESTRIAN TRAFFIC APPLICATION)WITH 11 Co taw AT E P R D AIL J,SHEET L3.1 _ BRASS GRATE BY NDS nr� PA OF THE CITY OF PALM DESERT DEPT. OF 0 = I L TABLE AND CHAIRS, PROVIDED BY OWNER T��1�� I BUILDING & SAFETY POLICY. CONTRACTOR 12 NEW 'ALUMA WOOD'SHADE STRUCTURE BY OTHERS TO MATCH EXISTING 4" DIA. PVC DRAINLINE -SLOPE AT .5% MINIMUM AND TIE TO STORM DRAIN PER PLAN MO CHAIRS AND TEA TABLES, PROVIDED BY OWNER , STRUCTURE IN DINING PATIO I SHALL DEMONSTRATE COMPLIANCE TO THE qv, / _ - SATISFACTION OF THE POOL INSPECTOR AS 0 OUTDOOR COUCH AND COFFEE TABLE,PROVIDED BY OWNER T 12" PERFORATED PVC DRAINLINE REQUIRED. 14 INSTALL LOW VOLTAGE PATHWAY LIGHT PER MANUFACTURER'S SPECFICATIONS FS OO CHAISE LOUNGE,PROVIDED BY OWNER I CJQ PROPOSED SPOT ELEVATION 15 FURNISH AND INSTALL DECK DRAIN PER DETAIL K.SHEET L3 2 A ✓�01 O OMIT _ I 7YP. 1REFERENCE SPOT ELEVATION 16 CONSTRUCT POOL COPING AND WATERLINE TILE PER DETAIL L. SHEET L3-1 R.O.W. I I lz LANDSCAPE LIGHTING LEGEND I I � DIRECTION OF FLOW AND GRADIENT • LINEC SYMBOL DESCRIPTION MANUFACTURER MODEL NO COLOR I FINISH TYP. TD TOP OF DRAIN GRATE COMMON AREA LIGHTING(LINE VOLTAGE) A I PATHWAY LIGHT FOCUS INDUSTRIES(888)882-1350 AL-05-AH-BAR W/ BAR(BRASS TYP I I FS FINISH SURFACE TF TOP OF FENCE ■ FA-25-BAR .ACID RUST) 7 I � NOTE: REFER TO ELECTRICAL ENGINEER'S SHEETS FOR LIGHT SPECIFICATIONS AND CIRCUITRY. SITE LIGHTING L SHOWN HERE FOR DESIGN INTENT ONLY. FIELD VERIFY EXISTING LIGHTING AND REUSE AS APPROPRIATE BUILDING A J C TrP. Q.. ui 5 FA n z g7 PA I I PA NOTE: CONTRACTOR TO RELOCATE EXISTING �n GAS LINE AND GFI ELECTRIC CIRCUIT TO THIS I PA TYP. I V) LOCATION FOR CONNECTIONS AT FUTURE P1 52& PA I 0 W I BARBECUE COUNTER (SEE NOTE 10). 1,4e��e_QA 7 9 \ TYP. L - - - —— - — — - — - - i �99 a -1 z ILLJ ri OUTDOOR , ( �q \ I c Q ----It ------ DINING AREA 13o" � , h �, TrP. ___I �" \ s 1 TYP.> >-3» EXISTING GAS LINE i PAVING TO LOCATION I _ — DAS ED LIN Q (VERIFY) I w REPR SE I I O BE FLUSH I PROPOSED I U J I W/ FINISH of I I EXTENSION OF i I FLOOR " G INE I BUILDING P1 5 I I I I �8, - C I 2 3 I ° ) N / I I I- -- EF NOTE: TYP. TYP.= TYP. I P1 5 ^ CONTRACTOR TO PROVIDE (6)ADDITIONAL —— — — — — — — 12 B VJ PATHWAY LIGHT FIXTURES, TO MATCH NEW - - - - - - - - - - - - '� — — FIXTURES IN POOL AREA, AND CONNECT TO �j I R NOTE: EXISTING WIRES IN THIS COURTYARD. FINAL I � rQ � � � � -'- - . - TYP. REFER TO DETAIL D, SHEET L3.1 I I LOCATIONS TO BE AS INDICATED IN FIELD BY 6' '.I 9 7 -6 I FOR DECOMPOSED GRANITE A OWNER'S AUTHORIZED REPRESENTATIVE. I :�� _; -rn, L R14 _ I \ AND DRAINAGE AT EXISTING z I PA PA TYP. r POND STRUCTURE KPA TYP. 14 I i i ., . . m DG PAVING LfiDGE I PA I I P. PA i 7 -6 TO FOLLOW 1 I CITY rn. F PALM DESERT r — TYP. LWETI- VERlr D I RIME F GUILD NG SAFETY DEPA W IN FIELD rn APPROVE vp I 3 IT� 9 76P. 9rn PA I BYvTHIS APPROY E. I BUILDING PAVING TO 7YP, I �P' t I TYP• / I I IS NOT REC �N SRO CMvS OF ISSUANCE ALL W I I j NULL velD'F +s�CT1oN PA BE FLUSH \ N - WORK S ALL BE DONE IN ACCORDANCE WITH I W/ FINISH 3 I �'a, 16 15 - APPROVED PLANS,THIS APPROVAL SHALL NOT BE FLOOR I j :fie �I7 I CONSTRUED TO BE A PERMIT FOR:AN APPROVAL OF: �\ ANY VIOI-ATION OF ANY OF THt PROVISIONS OF STATE z , e 3 :4001PLANS MUST BE KEPT ON TnE JOB UNTIL COMPLETED. [} ' y PA' I I 6 Crrr ORDINANCES OR LAWS.THIS SET OF APPROVED r o� I :Mlltl Tp TYP. p o - _ I �, P a _ POOL 3 ?*1 e 2 I 4 , .. k I TYP. PA ri I t, G nP 12�-6» I NOTE: TREES, PLANTS, WALLS, SIDEWALKS ! n I 6 v H I I 4 y �, D PERMANENT STRUCTURES OF ANY KIND I , TYP `O i SHALL NOT BE PLANTED, INSTALLED OR z Q TrP. I - - - I B I �-" _ I 3 i o BUILT IN CVWD AND USBR EASEMENTS OR I TrP. - I RIGHT-OF-WAY WITHOUT FIRST OBTAINING �— PA I I s 4 6 P 16 AN ENCROACHMENT PERMIT FROM CVWD. PA I C �/ PA t 2� TYP. LL I C r1p). A 14 C (per CON 11 TR T TO 0O Q _— TYP. 5 I c'- t 3 INSTALL A( LIFT �.�TYP. T I Joma J. Ridp� t t i TYP. MOUNTING BRALK€ — PA _ Z �✓ PA ALIGN ON, I V W CAT I PA IN ACCORDANCE WITH PA I 9 PA 5 P1 D.E.H. REQUIREMENTS I 08107/1natu2■ �+ J O TYP. TYP. M I— (Date) � W R.O.W. I PA N — LINE - - - - - - - - I � E A D A C Q U n PA c TYP. BUILDING F n-P. TYP. �P' NOTIFY DIG ALERT, A FREE SCALP PUBLIC SERVICE PROVIDED BY UNDERGROUND SERVICE v µ ALERT OF SOUTHERN ,27 CALIFORNIA, @ 811 PRIOR TO ��== FOR CONSTRUCTION DETAILS & NOTES - SEE SHEETS L3. 1 - L3.2 ANY EXCAVATION FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET 0 5 10 20 30 TWO WORKING DAYS BEFORE YOU DIG L201 REVIS,n" _ R 2'-2 %2" SQ. 8'-0" TYPICAL, OR AS REQUIRED PER PLAN 7/7i11 - ci_r, TO FIT FENCE LAYOUT 3'-0" of 1 2 2'-0" SQ. 1 3-314" CLR. _ _0 LEGEND: 7t25'11 - w a 5r7i12 - DE'_ ?L- TYP. 1 2 W > 4 1 Q N 4 a.. . a 1 RADIUS EDGE 12 • • 1. /8 1 5 13 9 5 2 a ' •. 7',6 '2 ��'_-= �, A 2. PAVING FINISH SURFACE PER A. CONTROL JOINT (SCORELINE) PLAN 8/2i12 DG'_ L� .'{t: ` )1 •,�- •-: e I I 1-III- 3. JOINT FILLER PER 4 1 5 3 SPECIFICATIONS !If t 4. BACKER ROD PER t • ') t3 t' =1 I I-1 7 6 I I I IM SPECIFICATIONS 5. TWO-PART POLYURETHANE • ;.;r l,fEl _ p LEGEND: c -a T a 9'a SEALANT PER SPECIFICATIONS f;Jt: 1. ADJACENT PAVING, ER 6. 1/2" DIA. X 12" LONG STEEL 2. EXPANSION JOINT P DE I HIS SHEET, WHEN BAND OCCURS B. EXPANSION JOINT DOWEL @ 24" O.C. - PAPER WRAP j = 1 1 1 (< o ADJACENT TO NCR G ONE END p 4 4 f 'f'f 1 3. CONCRETE COLO D FINISH PER PLAN ( �; "� 4. 114" TOO AD 6 1 2 cV 5. FINISH AD F CENT PLANTER(WHERE OCCURS) 7. 1/4" POLYFOAM, SPRAY GLUED TO 6 a ; ° 6. (2)# R O UOUS SIDE OF POUR #1. H S10 ° 4 ° ' 7. G @ 18" O.C. - PAPER WRAP ONE END, WHEN < T.; - e c d BA ADJACENT TO CONCRETE PAVING a •.� -a q A. , NOTES: • _ 1 _ __ - _ I I _ 8. 90% TED SUBGRADE -VERIFY W/SOILS ENGINEERS .a •. 14 U e I=III=I I=III= 1 I I -I I 12 2 REPO A. LOCATE JOINTS PER 4 I I III= I 1 I I I II I I C. COLD JOINT SPECIFICATIONS UNLESS IIIII ic> I I I=1 I I=1 I I I a (I 7 ( I i N I ( I NOT " OTHERWISE INDICATED ON PLAN -III=III- 11 rJ _ - a ° w 8 I 1 I I U 1 ° a 6 PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE 7 2 B. SEALANT COLOR TO MATCH = I I 4 =III. _ _ SHOWN FOR BID PURPOSES ONLY. VERIFY REQUIREMENTS OF THE ;.4 a 4. • . - ° . ' 14 °d SOILS REPORT AND COMPLY. . * ADJACENT PAVING 7 TO 6 " „ B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. • ' S 4 PO E 12 ,� L18 0 d. . .°d . d. 9III= • '. _ �' • _ - 8 * 3/4" IF PAVING LESS THAN 4" THICK 4 LEVATION D. SAWCUT JOINT 1" IF PAVING 4" THICK OR GREATER =III=III- I=III= 1/2" = 1'-0" z i" SAWCUT =III 9 LEGEND: CONCRETE BAND NOT TO SCALE 2 6 '�" SECTION 3/4" - 1'-0" 1. PRE-FABRICATED ALUMINUM F P /2" SQ. 10. 6 X 6 X 6' POST, PRESSURE-TREATED, PAINTED TO POUR#1 POUR#2uj MATCH FENCE. • •• ' e LEGEND: FRAME AND SO. PICKETS 3-3/ C MAX. _ W 5/11 a • 4 ° • � 1. PR N TE CAP, MODEL Q-H24PC BY QUICKCRETE, (951) 737-6240. 11. COMPACTED SUBGRADE, PER SOILS REPORT AND 2. ATTACH FENCE PANEL TO WITH (3) 5" X %° STRUCTURAL ENGINEER'S SPECIFICATIONS. " 2. 8 X 8 X P ISION CONCRETE BLOCK- GROUT FILL ALL CELLS a GALVANIZED LAG BOL , P TED TO MATCH 10 10 7 FENCE. 12. FINISH GRADE AT EDGE OF POOL DECK lel < z CORNER, WITH 6" HOOKS IN FOOTING 6 1 3 E. SAWCUT ISOLATION JOINT U O 3. (4)#4 VE CAL REBAR, (1) PER C 3. 6 X 6 GALVANIZED POST BAS TIRRUP, SIMPSONS 13. DELAYED EGRESS PANIC BAR #LCB66 OR APPROVED EQ PAINTED TO MATCH -- 4. #3 HO ONTAL REBAR LOOPS @ 16" O.C. FENCE OW FOR 5 7 2 $ 14. CONDUIT FOR ELECTRIC WIRE FOR POWER Q ( l PANIC BAR; CONNECT TO POWER SUPPLY PER "� V 5. EX SION JOINT PER DETAIL A, SHEET L3.1 4. FINISH SURFACE OF CRETE PAVING, PER PLAN CONCRETE JOINTS ELECTRICAL PLANS NOT TO SCALE z 6. ISH SURFACE OF ADJACENT PAVING, WHERE OCCURS -' - 5. 2" SQ. TUBULAR S L POST ADJACENT TO GATE, -III-1 I I-III- i IIII1►1= (� TYPICAL. NOTES: 7 CONCRETE FOOTING _ _ 6. CONCRETE T FOOTING AT ALL 6 X 6 WOOD POSTS A. PROVIDE LANDSCAPE ARCHITECT W/(2) SETS OF I I II I I II I =I II I I= 90% COMPACTED SUBGRADE AND AT M L GATE POSTS. SHOP DRAWINGS FOR REVIEW AND APPROVAL =III III III=I 9. #4 REBAR AT 12" O.C., BOTH WAYS PRIOR TO FABRICATION. I I I II 7. (2) HE -DUTY HINGES -NO SCREW HOLES. II a 1 5 B. ALL WELDS TO BE CONTINUOUS, GROUND SMOOTH. =III-_- -_ _ _ III- Z 10. FINISH GRADE AT ADJACENT PLANTER, WHERE OCCURS 8. PR ABRICATED ALUMINUM GATE W/2" SQ. FRAME I=III III ..III I-III=III III-III III III-III III I I 4 0 11. EXTERIOR PLASTER COAT -COLOR AND FINISH TO MATCH ARCHITECTURE, Y88" SQ. PICKETS @ 3-3/4" CLR . MAX. C. ALL METAL SURFACES TO RECEIVE POWDER COAT 4 �, 2 3 U FINISH -COLOR: WHITE. PROVIDE SCREED AT GRADE. 9. HODES' HEAVY-DUTY KEYED LEVER LOCK WITH 5-PIN 12. ADJACENT METAL FENCE PER DETAIL E, THIS SHEET. TUMBLER CYLINDER, BY SCHLAGE, (714) 361-5673. - LEGEND: =III . • _ _ - I I I I-III- 1. DECOMPOSED GRANITE FILL - REFER TO COLOR AND FINISH SCHEDULE, SHEET L2.1. „ PLASTER PILASTER W/ PRECAST CONCRETE CAP TUBULAR STEEL FENCE & GATE COMPACT TO 80%. GRADE SHALL BE SIMILAR TO FORMER POND WATER SURFACE LEVEL. 2'-8" 2. SOIL SEPERATOR FABRIC 3. REMOVE EXISTING POND SIDE WALL LEGEND: 4 LEGEND 9 12 4. PERFORATE BOTTOM OF EXISTING POND FOR WATER PENETRATION 1. 6"x 6"X 16"CONCRETE BLOCK BBQ WALL. SOLID GROUT ALL CELLS. 9 5. CRUSHED CONCRETE -4" MAX. SIZE PIECES 1. CONCRETE PAVING - REFER TO CONSTRUCTION PLAN FOR COLOR AND FINISH I 2. 4"X 4"X 8"CONCRETE BLOCK TO ACCOMODATE SINK GRILL 6. (4) 12" DIA. X 10' LONG PERFORATED PIPE LATERALS WRAPPED WITH SOIL SEPERATOR 2. 6X6/ 10X10 WWM 3. #3 HORIZONTAL BARS @ 24" O.C. FABRIC 3. FINISH GRADE 4. #4 BARS VERT. @ 24"O.C. MIN. 7. 12" DIA. PERFORATED PIPE WRAPPED WITH SOIL SEPARATOR FABRIC PLACED ON POND 4. 90% COMPACTED SUBGRADE -VERIFY WITH SOIL ENGINEER'S REPORT ' t ' 5. CONCRETE FOOTING/BASE BOTTOM, TO RUN LENGTH OF POND. SET LEVEL. 5. 1/4" TOOLED RADIUS LJJ 6. #4 BARS CONT. HORIZ. @24"O.C. MAX. 1-112"�� 1-112"�\ 8. FINISH GRADE rn V / a 7. #4 BARS CONT. HORIZ. @ 12"O.C. EACH WAY. - 8. PLASTER FINISH TO MATCH ARCHITECTURE NOTE: � : o NOTE: A. PAVING THICKNESS, BASE PREPARATui ION AND REINFORCING ARE SHOWN FOR BID 9. 5/4"THICK GRANITE COUNTER TOP WITH SQUARE EDGE. ATTACH TO 3COMPLY- PLYWOODQ BASE WITH EXTERIOR ADHESIVE 3 15 A. CONNECT POOL DECK DRAIN TO CENTER OF 12" PIPE PURPOSES ONLY. VERIFY REQUIREMENTS OF THE SOILS REPORT AND 10. 314" MARINE GRADE PLYWOOD 4 10 1 Q B. PROVIDE FINISH SAMPLE PER SPECIFICATIONS. 11. 1/4" GALVANIZED STEEL LINTEL FRAMING OPENINGS FOR CABINETS d 4 AND REFRIGERATOR a 12. 36"STAINLESS STEEL GAS GRILL MODEL#TEBQ36G-B BY TWIN EAGLES. 1 1 9 11 13. TRASH CHUTE MODEL#TETC WITH CUTTING BOARD AND STAINLESS STEEL COVER BY TWIN EAGLES 24 $ 27 22 23 $ 22 3 14. STAINLESS STEEL TRASH DRAWER MODEL#TETD18T-B BY TWIN EAGLES 26 I 26 I: Q 15. 36"WIDE STAINLESS STEEL DOUBLE ACCESS DOORS MODEL �� #TEAD36-B BY TWIN EAGLES • ' 00 _ • ' n 16. 24"WIDE STAINLESS OUTDOOR KITCHEN REFRIGERATOR WITH LIGHT L-11 -III III-III=11�11�111 • v AND LOCK MODEL#TEOR24-B BY TWIN EAGLES. -II „ i III _ _ICI ll�II�II ___ - II • II =111-11 III-III-III I� D POND INFILL 1/2" = 1'-0" B CONCRETE PAVING NOT TO SCALE z Q 17. OMIT 18. INSTALL 1 DUPLEX EXTERIOR GFI OUTLET AND CONNECT TO POWER I�I d ' d. I� - =1��11 _ �11�111- ( ) =III=1 �� I .�: _• SUPPLY PER ELECTRICAL PLANS a _ N - 19. GAS LINE-TIE INTO SUPPLY, PER UTILITY PLANS. -I�� III e �_ T l .• 4 �V ��I I e � 4 III- 7 I _ � � I C I FOR LANDSCAPE SPECIFICATIONS, 20. OMIT �� 12„ 5 21. OMIT �I=III-I - - I1=1I1=II III-I�� III III=T_11= 1�1=1T1=1�-1��►�k SEE SEPARATE BOOKLET. 22. CONTINUOUS EXPANSION JOINT PER DETAIL A, SHEET L3.1 11I III-III I -III-III II III- -I I I I�I I I=11I III -I I1=11I ( I11= 1 LEGEND: Of 23. FINISH SURFACE AT ADJACENT CONCRETE. 6 5 25 6 7 5 25 24. FINISH GRADE AT ADJACENT PLANTING AREA. 25. COMPACTED SUBGRADE. 3'-6'. 6 1. PRECAST CONCRETE BULLNOSE O O 3'-6" COPING ON MORTAR SETTING BED, Vim"""• Q 26. SCREED LINE 27, GAS SHUT-OFF VALVE INSTALLED ON GAS LINE TO GRILL TO COMPLY WITH ALL HEALTH AND � U SAFETY CODES. COLOR AND FINISH CITY LM DESERT ,lamp J. Ridr z NOTES SECTION AT GRILL SECTION AT COUNTER - TO MATCH ADJACENT PAVING EPARTME UILD NIS SAF �2W9 3/4 - 1 -0 3/4" = 1'-0" 2 COMPONENTS BY TWIN EAGLES, 800 789-2206, `V z e �. 2. WATER LEVEL PPFiOVE Iti r n A. BARBECUE CENTER COMP ( ) - �+ WW.TWINEAGLESBBQ.COM 11'-4" d - e d° - - - - �� w W 3 _' � IN4PECT7 B. BARBECUE, SINK AND REFRIGERATOR INSTALLATION SHALL MEET ALL G _ _ IN n T IIS APPROVA E NULL 6 ODD POOL TILE AT WATER LINE, (Data) " " " ' 1` NOT REG D �1 1N0[wvS OF+SSUANCE.ALL APPLICABLE CODES AND ORDINANCES. 12 36 21 30 /2 35 _= I III-III-III-III CONTINUOUS DOUBLE ROW, w oRK 5 . L BE DONE ACCORDANCE wITH Q op a•. II I-III=III=III=III=III- PORCELAIN 'TRADITION SERIES' A �PRoveu r'LANS.THIS APPROVAL SHALL NOT BE ~ 0 ELEVATION 4 I G NSTRUED TO BE A PFRMIT FOR:AN APPROVAL OF: 12 18 13 16 III=III=III= FIELD TILE, 4" X 4", COLOR TD11 A 1Y VIOLATION OF ANY OF THE:PROVISIONS OF STATE z 161/2" -III-I I BRONZE BY DALTILE, 760 772-1298. F N ORDINANCES OR T"EjHISSETOFAPPROVED J 12 1 = 1'-0" 1" MIN. /2" MAX. d. -1 I (BRONZE) ( ) ANS MUST BE KEPT ON TnE JOB UNTIL COMPLETED. Al e" I L I I I I I I I I I I 4. EXISTING POOL WALL WITH < U Q. v WATERPROOF PLASTER FINISH. I I� 4 4 " Cd a III_ 5. EXANSION JOINT PER DETAIL A, 1 A I=III SHEET L3.1. NOTIFY DIG ALERT, A FREE REFRIGE TOR I $ s ►� PUBLIC SERVICE PROVIDEDco PLAN VIEW I TRASH "� - 6. ADJACENT CONCRETE PAVING PER N GRILL N I PLAN. BY UNDERGROUND SERVICE 1/2" = V-0" I I 23 _ ALERT OF SOUTHERN rx _- CALIFORNIA, @ 811 PRIOR TO 14 13 15 14 ANY EXCAVATION ARBEQUE CENTER SCALE AS SHOWN L POOL 4 SPA EDGE 1-1/2" - V-0" TWO WORKING DAYS BEFORE YOU DIG 1 L30 _ i REVISIC'1_ LEGEND: � 71711 - pL:r1 '��: �L;~ 1. EXISTING WATER INLET PIPE - CONNECT TO SUBMERSIBLE PUMP 712611 FLU,'; 2. EXISTING WATER FEATURE BOULDER WITH DOUBLE WATER FALL ELEMENT 1 - 3. FINISH GRADE 4. MINIMUM 2" LAYER OF 1"TO 3" DIA. WASHED COBBLE AT UPPER POOL 5 4 5 712 CELT <! A 5. FIBERGLASS GRATING WITH 3/4" MINUS OPENINGS 6. ARRANGE LARGER COBBLES, 6" TO 18" DIA., AT EDGE OF POOL 7. DECOMPOSED GRANITE OVER SOIL SEPERATOR FABRIC 8. 325 GALLON CISTERN, MODEL #N-41321, BY NORWESCO, (866) 926-5603 9. SUBMERSIBLE PUMP. PROVIDE GFCI CIRCUIT TO NEW PUMP AS REQUIRED SWIM LIFT 10, COMPACTED SUBGRADE r - LIFT ASPEN 11. HEAVY DUTY POND LINER; EMBED IN EXISTING FOUNTAIN STRUCTURE; CAULK li Swim-Lin 35el x� AND EPDXY AS REQUIRED. ADA Battery Powered Swim-Lift' 12. MIN. 6" DEEP LAYER OF 1-3"WASHED STONE j kCONTINUOUS :�:. r :.. . ;. .. .s•i .. +_. _ .+ � v36iT "� <tpTA1't'�N " ; The Asp*Ii B0350 Deluxe is designed f6r irts.a.tatiort tr1 tt1z. 4 � - Y• �.1 W decks 0 in-9r6 ind fooi5lsp;.is. Th ASpen S@ has Vi tu �� J I `tr I nl is an ADIV�lB.�c.cmipliant 1�'r,7t ere tit end tuft Vim afe 40 q I and r•: syoIsetailt7ta eystcsrrt.tt is tLli irnr r<1€ry fsrsw- of ! rnrS allr5s ing patrms n ruts g I � ;� r t:. �{eft�tnzl right:rar3cf t<'anr'sr'Jtxw;r 6 12 't 2 AccomanWa`er;a Setback of 6'to 24' 11 20 DIA ,r 1 ADAfABA,CornpHant and Title Z4:California Cole of . L ,-;' ,V .: ., �'• .__ •- � -- _,-,�-.�--- .. _ - 7 11 � hit ►, -'- sot' -- ✓ •- ... ,.v ._.; ••• •• •• •...:: '<. - „r-1)5C..0 .�srazf:�e r1�1.t,.ineraisliia. € 1od ca7 raty t ln+'A�.r',1a,� •;/// I I; E ��65 11 16 v' 360 ;rr`irtcus powered rratton V Handset strategically plarf'd 3110' ing t>r 00,ratiors at P00I - r-\- _- 771- - _t�;�=1 = - - _ ✓ ( itat and stable ox� f�ftr and��cy to a�Mr z�s:4lrt•Vr��o+erai;LMbratteyr - -pI ORrgnr tnytid� r-- • : '`I--� I--III-_- I --I ._..p�...._._��_, w-�`..:�.',.��.:��,�-_M _ -III- -I I-I I II I I I �•' Sn✓ta anchor poat Easy toperate ' r r t Easy to,n:s.all,avt~rr<t1.n+3kr.:,Tf1, rn€I..,re ..deG><s iDJUStABLE I III II III - - - - - - -III-III- l - - � ,`�xa._rrnmts��tte�nt�ttt _�<�«:�c+sa,� �,�€ng�r.nsta .t,.e3 HEADREST III III II _III-III III-IIIIIIIII-III - _ csrt �;.a,E�s��aa�:,�t�Ft l;�.ta�t t �;�<�rt,l,or.,!1 aR ctras�s.,� - - I I I� q t. r% F"��is i;� - � t•I+E cull; 1� .<.an.'.. r13s-a :r `, rr .:.:;:r.: ::'n,. /.. a✓ ._>ta3;`al�ayc,,ifsw<cnn<,.r,...,i.. r t cs t�i'1.i!ra_. �,ttr�:J..., .t _- - - - - - - I-III-III- H _ _ II III III III III III I III II , , , F I- I I v' �.�ar u st3arra>3ats seat d�sEr rued It�r w'a._of 4r.tstst_< 8 _ I-III-III- I-III- � E��.. r.tra,�ar�isla,0t` s,� �:�.'�• "�' ,�,: :��;. � r� 18" to I I-i I I-III-1 I s .� ?time .:... e ill i i5i to e r crack over +f#>'.fat <taI rr. ro.d n g::a I III II II III , »_ IiI III III I 1 ,, r r .y ILi ir7t7 � cr,!:�<! �/i % fiioi/ >":•%,(x "r ,;,i '�l�//.,'3G{c<h � vto�s>+tt:htlseMoi;r>eArrwho T�rtspurtEr€r t ............... ,..._.. . (MATE) corn -*te poflability IA€ A compiiari''•,l ___ re a _ _ =1 I I I I I I I I 1 -) �_� � �_� �_ tur n-g the same proprietary Robust Oper�atin SYste I rarlct: I `�� LOAD POSITION_ _ III-III-1 1--I Actuator used an the Traveler 11 XR.C5 t0. - - I�I I�IIiII�I- III SECTION " _ 26012 Swrrrr Lstr Aspen SP350 Dotux� l 6"ANCHOR -III-III-1 I Weight:na 1 --- -- MAX II�I.T�, f,ria h ft� y 3n aura rn rf3nr tnriurle�J N >4� WfTHt�UT -, , , , , l ,, E,Alf a=;eft>�tr�.is,r S6.t,st.:s7t7r+. i - s FOOTREST �T=i 54" n LIJ SCOPE OF WORK: Anchor WOO.and Key r i � C)L.� aP err'2!t)8 ?t3515 iAts>oilt?eckArscTasar A. CONTRACTOR TO DRAIN EXISTING WATER FEATURE. B. CONTRACTOR TO REMOVE AND STORE ON SITE EXISTING COBBLE AND BOULDERS LOCATED WITHIN PROPOSED PARKING LOT EXPANSION. EXISTING COBBLE AND I < z I Surface tuft untAn�hzar �- BOULDERS SHOWN ON SHEET L1.1. arc. 50 sAd �� 2P3sti Adapter r-2 3tt�"to 1.Stk"t 0.Arsclresr MAXIMUM C. CONTRACTOR TO RE-PLUMB WATER FEATURE TO CAP OFF STREAM PORTION. EXISTING PUMPS AND FILTERS TO BE PROTECTED IN PLACE. ""r'z' ._ BACK '' O D. CONTRACTOR TO CREATE RESERVOIR AT THE BOTTOM OF WATERFALL. RESERVOIR TO HAVE CAPACITY TO HOLD WATERFALL WATER AT SHUT DOWN. INSTALL NOTE: V FLIP UP r )n Aisd r,lr IJFf` J l3rtuxa .�t,Jt st JVsA"i rag}t ti S FOOTREST FIBERGLASS GRATING OVER TOP OF WATER WITH 6 LAYER OF LOOSE 1 3 DIAMETER COBBLE OVER. NO WATER IS TO BE ALLOWED TO POOL A T THE SURFACE. W n'r.Chock with�5 a�.;;:trrtzr.�a,;.s po 3,s,sa?M,r..s> f APPLICATIONS. CITY PALM DESERT taar� pFs tr ra3 :nnc f r s4 1,a DIMENSIONS VERY WITH SPECIFIC APPLIC T# x' fm_npugaar rorbG srtr r,'tg: loom Inca uvol2 fh.s SP�CIFICATIONSI ARE NOMINAL AND ARE SU$,IEC1 TO CH lANG1: E. UPPER POOLS NOT TO EXCEED 12"IN DEPTH. �flr.aultl PoTpr,.ana., .rGa � P/1RTME BUILDING SAFETY ( 1 0t 4); erg Ffi"t MA,3kr 1v,ts.t�ln, PLEASE CONTACT Sft C1Utxt PRODUCTS FOR CItSFQs'eT AP?LiAlT1�1N5. `J F. ALL PIPING TO BE UNDERGROUND. NO PIPING OR VENTS TO BE VISIBLE. PI 6 r,Y'19 r T4 , G. PROVIDE MINIMUM OF 2"FLOW OVER WATERFALL TO LOWER RESERVOIR. PROVIDE PLUMBING CONTROLS TO ALLOW FOR ADJUSTMENT OF WATER EFFECT. APPROVED: z ;�� `1tX3 S1`Ar-tsuz�Lone, IRI��IN��1��1r1i�Y CIIAT,� (/ H. CONTRACTOR SHALL OBTAIN HEALTH DEPARTMENT APPROVALS/PERMITS AS REQUIRED AND PERFORM ALL OPERATIONS IN CONNECTION WITH THE WATER BY bhass'tJl�x PElttia'It nor�,CIs f . r �'" 1 w 1 Tiit$APPRCN B _S ULLdt ICI1 INsPFcrCN �-�f�lQflC15' �l(1��,r3'�4,�,ri:Sl `C3 : t,t�il.:o ACCORDANCE WITH THE PROJECT PLANS,THE COUNTY OF RIVERSIDE DEPARTMENT OF PUBLIC HEALTH REQUIREMENTS,ALL APPLICABLE _ FEATURE IN STRICT ACC 00.791.80 � ctrt 1�f{'�; ' ;C uctsa o:�7�' Ecax 40£s.542,1"I58 l'��U�:T� 2bt�fid� is noT RECOR 1 tKo CLAYS OF ISSUANCE ALL f N r MFs t l I t1 ... _.. WORK SHA BE DONE IN ACCORDANCE WITH J STATE OF CALIFORNIA AND CITY OF PALM DESERT BUILDING CODES, PLUMBING CODES,ELECTRICAL CODES,AND ANY OTHER GOVERNMENTAL AGENCY HAVING rr r rY,,pectrumpro.,u�ts,co .,:. .�. .., . hiAT`fIAL: P ERIE aT IIf�l S TE L APPRUVFD PLANS.THIS APPROVAL SHALL NOT BE JURISDICTION OVER THE AREA OF WORK. 1 I. PROVIDE AND INSTALL CENTRAL TIMECLOCK FOR PUMP CONTROL CONSTRUED N BE APE F TH FOR:AN ICINS O APPROVAL STATE ANY VIQI•,4T10W OF ANY OF THE PPU`VaSE0N5 OF S7ATF S CITY ORDINANCES OR LAWS.THIS SET OF APPRC`.ED J. PROVIDE AN AUTO-FILL LINE TO EACH WATER ELEMENT SECTION 02815 PLANS MUST BE KEPT ON Tr+E rKIB UNTIL COMPLETED. WATER FEATURES O PART GENERAL L01 SECTION INCLUDES I POOL LIFT CUT SHEETS A. Water features as specified in this Section and as indicated on the Drawings. 1.02 RELATED SECTIONS A. Section SECTIONS -Cast-l❑-Place Concrete:Coordination of inserts with concrete. CONSTRUCTION NOTES CONSTRUCTION NOTES (CONTINUED) B. Section 15050-Basic Mechanical Materials and Methods: Plumbing and mechanical connections to pumps and fittings. C. Section 16100-Wiring Methods: Electrical connections for pumps,lights,and controls. A. VISIT THE SITE PRIOR TO SUBMITTING BIDS. M. PROVIDE A REPRESENTATIVE SAMPLE OF EACH PAINTED OR STAINED ELEMENT TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO APPLYING FINISH. REFER 1.03 SUBMITTALS A. coordinate with Section 01330 for general submittal requirements. B. SUBMIT A UNIT COST FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE TO DETAILS AND SPECIFICATIONS FOR SPECIFIC SUBMITTAL REQUIREMENTS. B. Product Data: Submit manufacturer's printed product data,specifications,standard details,installation instructions;maintenance instructions,and recommendations for each piece of OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND equipment,system.and material used. LEVEL. N. PROVIDE A 4'X4' SAMPLE OF EACH PAVING TYPE IN LOCATION SPECIFIED BY THE C. Shop Drawings I. Submit plan,section,and elevation drawings and details of anchorages,connections and accessory items. OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL BY THE 2 Provide wiring diagrams and installation templates for work installed by others. Show all interfaces and relationships to work of other trades. C. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO 3. Coordinate with the Contract Drawings to locate placement of each unit to be installed. OWNER AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO 00-00 D. Selection Samples: For each finish product specified,two complete sets of color samples representing manufacturer's full range of available colors and patterns. COMMENCING WORK. SPECIFICATIONS. E. Verification Samples: For each finish product selected,two 4 inch by 4 inch(102 by 102 nun)samples. BRONZE GRATE IS FOR �..� PEDESTRIAN TRAFFIC ONLY D. REPAIR OR REPLACE ANY.DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, O. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1" IN TURF PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. AREAS AND 1-1/2" IN GROUND COVER /SHRUB AREAS, UNLESS OTHERWISE 1.04 QUALITY ASSURANCE Manufacturer Qualifications: All primary products specified in this section will be supplied by a single manufacturer with a minimum often years experience. NDS BRONZE GRATE, 9" SQ. B- Installer Qualifications: All products listed in this Section shall be installed by manufacturer's representative. INDICATED. A. Manufac UJ E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE C. Testing: Each water feature shall be assembled and tested at manufacturer's facility. Inspect each water feature for proper functioning. Confirm that product meets specifications and PROCEEDING WITH THE WORK. NOTIFY THE LANDSCAPE ARCHITECT NDS 6" RISER IF REQUIRED P. PROJECT WALKS SHALL NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS quality control standards prior to shipping. Q SLOPE T❑ DRAIN IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. OTHERWISE INDICATED. 1.05 DELIVERY STORAGE,AND HANDLING SLOPE TO DRAIN A. Store products in manufacturer's unopened packaging until ready for installation. a. i;;-; - �;;;-�,:;;;; a F. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND Q. HANDICAP RAMPS SHALL NOT EXCEED 12:1 OR 8.33%. G 4" MIN. CONC. COLLAR ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED 1.06 PROJECT CONDITIONS a o '100 a DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION R. PLANTER AREAS SHALL NOT EXCEED 2:1 SLOPE UNLESS OTHERWISE INDICATED. A. Maintain environmental conditions(temperature,humidity,and ventilation)within limits recommended by manufacturer for optimum results. Do not install products under environmental a BACKFILL WITH COMPACTED OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY e � conditions outside manufacturer's absolute hmits. SOIL CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. S. HOLD FINISH GRADE A MINIMUM OF 6" BELOW FINISH FLOOR, UNLESS B. Field Measurements: Verify field measurements with drawing dimensions prior to fabrication of products. =III=III= I=III I I-- NDS 12" SQUARE CATCH BASIN OTHERWISE INDICATED. L0� WARRANTY G. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND A. Water Feature: Manufacturer warrants the product,for a period of one year from the original date of purchase,to be free from defects in workmanship and faulty operation. Warranty _ _ _ - NDS UNIVERSAL OUTLET r n includes components originallymanufactured or fabricated by manufacturer,light fixtures and submersible pumps. Warranty does not include replacement of bulbs in submersible or -III-III- (-III - PROTECT THEM FROM DAMAGE. NOTIFY THE OWNER IMMEDIATELY IF DAMAGE T. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, v p _ OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR recessed light fixtures or defects due to negligence,misuse,infrequent or improper maintenance,improper installation or assembly by the purchaser or for events or circumstances beyond TRIM, SMOOTH AND UNIFORM. CORRUGATED PIPE REPLACEMENT. the range of limited warranty. VARIE�1 I 1=1 I I I I II III U. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF I-III-I I H. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE,AMERICANS 2,500 PSI @ 28 DAYS, UNLESS OTHERWISE INDICATED. PART 2-PRODUCTS -III-III WITH DISABILITIES ACT OF 1991, AND WITH OTHER CURRENT RULES, 2.01 MANUFACTURERS I II I I I REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. Quick Crete Products,Corp. A. Acceptable Manufacturer: =III=III V. PROVIDE THE OWNER WITH ALL WARRANTIES, GUARANTEES. AND INSTRUCTION Cr BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND MANUALS FOR EQUIPMENT,APPLIANCES, FIXTURES. ETC. AS DESCRIBED IN THE B. Substitutions: The Fountain People C. Requests for substitutions will be considered in accordance with provisions of Section 01600. I I=1 I =1 I IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS SPECIFICATIONS. INVERT ELEVATION OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES PART 3-EXECUTION I 1=1 I =1 I OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE CODE AND THE 0 0 DRAWINGS. 3.01 EXAMINATION =1 I I=) I I ____ CRUSHED STONE U A. Manufacturer shall provide representative to accept product shipment on site. Representative shall assess site conditions. I I-I I -I I I-III-B. If substrate preparation is the responsibility of another installer,notify Architect of unsatisfactory preparation before proceeding. _ I. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, ��p �ZQ�� installation until substrates have been property prepared. -III-III I=1 I I =1 I I VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE ' c�. Do not begin P P i I-I i I-I I _ -III- -III- LANDSCA W � N ER ERE WITH THE PROPER ONO OF WORK.00ATION OF THESE ITEMS ' ^ < w 3-0..PREPARATION n � (f J A. Clean surfaces thoroughly prior to installation. (�l)l�lCr 0 B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. �� an J. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL < W C. Manufacturer's representative shall unpack the water feature. ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING `1.03 INSTALLATION REQUIREMENTS. NOTIFY THE OWNER IMMEDIATELY IF SOILS REPORT 00-00 A. Manufacturer's representative shall assetnbte the water feature,perform a system startup and time the water feature for optimal performance. e B. Install in accordance with manufacturer's instructions. RECOMMENDATIONS DIFFER FROM DRAWINGS. THE SOILS REPORT m swr and weather. RECOMMENDATIONS, IF MORE STRINGENT THAN THE DRAWINGS, SHALL TAKE FOR LANDSCAPE SPECIFICATIONS, SEE C. Securely anchor work to substrate- Install control panel in location protected fro D. Install electrical system in accordance with the National Electric Code and applicable regulations. PRECEDENCE. SEPARATE BOOKLET. � 1.04 ADJUSTING TESTING,AND CLEANING K. BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR A_ Adjust equipment,operating parts and similar items to work easily,smoothly,and correctly. B. Clean exposed surfaces using manufacturer recommended materials and methods. Remove and replace work which cannot be successfully cleaned. PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND /OR CONDUIT _ - t specified methods. Remove eplace property which order. INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. NOTIFY DIG ALERT, A FREE _ .'2'1� C. Test all equipment to show that it complies with sp 1 E PUBLIC SERVICE PROVIDED zztj-)wr: L. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE o 3.05 DEMONSTRATION A. Manufacturer's representative shallprovide and review maintenance manual,demonstrate equipment,and instruct Owner's personnel in routine maintenance and proper operation APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY LANDSCAPE ARCHITECT ON BY UNDERGROUND SERVICE R procedures. SITE. _ ALERT OF SOUTHERN � ' "?27 3.06 PROTECTION -- A. Protect installed products until completion of project. M. DO NOTseALEURAVVINGs. CALIFORNIA, @ 811 PRIOR TO ANY EXCAVATION END OF SECTION TWO WORKING DAYS BEFORE YOU DIG L3 , 2 WATER FEATURE DIAGRAM AND SPECIFICATIONS NOT TO SCALE K DECK DRAIN 1/2" = 11-01 € 7_� Et; - I -- -- .- E I . \, I ri, 1. �-� j __ -,'. 7/7%1 ' - cL,,'; '.X RL:. E ,,,: j ._ r A `` • `�� 11 IRRIGATION CONSTRUCTION NOTES CONTROLLER NOTES METER / P.O.C. NOTES i}1 _ ,. f 1 I ❑ CONTROLLER NOTE#2: El ( E !' I I MAINLINE CONNECTION NOTE: " 7r'26 " �E -': ?LZP.O.C. NOTE #1: / . I I I O CONTRACTOR SHALL CONNECT PROPOSED NEW IRRIGATION MAINLINE TO THE EXISTING IRRIGATION CONTROLLER SHALL BE REPLACED WITH A NEW ("ET., POINT OF CONNECTION SHALL BE ANEW 3/4 IRRIGATION METER. VERIFY THE 5t7 12 - DEL :L - 1 I' I I--__._._.._ SMART WEATHER BASED CONTROLLER, INSTALLED WITHIN STAINLESS t L r EXISTING IRRIGATION SYSTEM LOCATED IN THIS APPROXIMATE LOCATION. ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO 1 { STEEL ENCLOSURE WITH RELATED EQUIPMENT, SEE LEGEND FOR SIZE AND `� I CONTRACTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION MAINLINE LOCATION IN STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE 7!16"2 C �L= i �: .. I Il�D WIR TYPE. ALL EXISTING AND NEW PROPOSED CONTROL VALVES SHALL BE 1' : I I I FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION ! I I ( I CONTRACTOR SHALL REFER TO IRRIGATION AS-BUILTS FOR EXISTING IRRIGATION CONNECTED TO THE NEW CONTROLLER AND VERIFY PROPER OPERATION. GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT. 8/2'12 CE"_' RL I ;' ' I I SYSTEM LAYOUT. CONTRACTOR SHALL VERIFY ALLIRRIGATION CONNECTION AND VALVE NUMBERS SHOWN SHALL BE ADJUSTED AS REQUIRED TO UTILIZE THE SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY --- ..._t I !i i r.. DISCONNECTION POINTS IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE AVAILABLE OPEN CONTROLLER STATIONS. CONTRACTOR SHALL BE CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE II l i1 RESPONSIBLE FOR ROUTING OF IRRIGATION CONTROL WIRES TO NEW :: �. ........_ E I PRIOR TO COMMENCING WORK. RESPONSIBILITY OF THE CONTRACTOR. I ;` - I CONTROLLER AND MAKING ALL NECESSARY CONNECTIONS. CONTRACTOR I fr (i Q TRENCHING IN VICINITY OF EXISTING TREES SHALL PROVIDE SLEEVING BELOW ALL PAVING BETWEEN EXISTING PLANTER 1 i f i U WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING AREAS AND BELOW EXISTING WALKS,AS REQUIRED TO ROUTE CONTROL N@W PI'O osed Domestic Water Meter Information ff "- (-� 'j ' OPERATIONS, THE CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT WIRES TO CONTROLLER. VERIFY ALL SITE CONDITIONS AND LAYOUT IN FIELD p I i -" t— 1 ROOTS OVER 1" IN DIAMETER. ALL CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING PRIOR TO BIDDING AND COMMENCING WORK. Address: Water Purveyor: _3� —� ' I IS REQUIRED, THE CONTRACTOR SHALL HAND DIG THE TRENCHES TAKING CARE NOT TO San Pasqua] Ave. C.V.W.D. I - .y -W tf : --" -- = " '- DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING M _ _ I.::a.. TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT WITH MOIST Palm Desert , CA. Ph.#(760) 398-2651 - oo, J �. �' I BURLAP UNTIL COVERED WITH SOIL Meter Size 3/4" K - Static Pressure (High 8 SI.) (Low 65 PSI.) a . 11 / _ ......._. II O PERIMETER IRRIGATION NOTE: PIPE SIZING CHART 0 P : Uj____/ : , - F___ _-_ CONTRACTOR SHALL PROTECT IN PLACE EXISTING PERIMETER IRRIGATION, 0 TO 5 GPM 3/4" CL. 200 PVC PIPE __ System Design Pressure 58 PSI. , u :• - ! IRRIGATION }, ( CONTRACTOR SHALL ADJUST AND REPAIR THE ADJACENT DISTURBED EXISTING 5 TO 10 GPM 1" CL. 200 PVC PIPE _ r i i r`~ I! IRRIGATION SYSTEMS TO A LIKE NEW MANNER IN AREAS WHERE CONSTRUCTION 10 TO 15 GPM 1-1/4" CL. 200 PVC PIPE Maximum System Demand 8 GPM 1` DISTURBS THE ADJACENT AREAS. SAID IRRIGATION REPAIRS SHALL CONFORM TO 15 TO 25 GPM 1-1/2" CL. 200 PVC PIPE Revised Landscape Area 10,977 sq. ft. a•. -- - • , €: , METER LOCATIO(� ' ;f �( I : ___ ____ OWNERS 25 TO 35 GPM 2" CL. 200 PVC PIPE i CURRENT CITY STANDARDS VERIFY ALL LAYOUT IN FIELD WITH REFER TO P.O.C. NOTE (#1)A IG)i \ I AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 35 TO 50 GPM 2-1/2" CL. 200 PVC PIPE Maximum Applied Water Allowance (MAWA) 202.46 CCF t _ - --- - : 50 T 3' CL_.. _,_ ,:_ ___. I ___ — ___ _ _......_ Estimated Applied Water Use (EAWU) 201.79 CCF O 100 GPM 200 PVC PIPE Irrigation Water Meter Shown Wit n f I t I I O REMOVAL AND DISPOSAL NOTE: NOTE: Pav]ng For Drawing Clarity Only, fer€to E ,' 1 I I CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL CONTRACTOR SHALL SIZE ALL LATERAL LINES PER 3g: ----..- .--- PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE divil Engineer's Plans for Exact L atior�. i 4 1 I OF ALL EXISTING IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION SIZE EXCEED DESIGNATED GPM RANGE. 1 ` ' I IMPROVEMENTS: CONTRACTOR SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND I i ;/ 1° TREE DISPOSED OF IN FIELD PRIOR TO COMMENCING WORK. CONTRACTOR SHALL MEET Z _.. t f „ ; WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER WORK,AND TYP 2 ( : i . €; �3 5 E I WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO € )-4 - 40 E BE PROTECTED IN PLACE. :: I . � _ ' *' ! , 1E � .......... : , • 12 8 I I PALMS K ...y,. fi .. ..,. ..� . , ..._., ,k, r ... . I : : : L1° V ^ _ _ . .. __ TYI __ : 4 �• W I I MAINLIN jSFIIOWN W G FOR 7110h��,. ..,�, . ._ :,., ; the Y :s�..0 tiv' ._,ry A. «ryu . W_ _ . ............I. .: O DRAWIN CII_ARITY O LY. AC AL 1. MAINLIN [ON- I' i OBE IN ALLIED AT 18 B I CURB WAVING PICAL. , (i * : * 1 4 ---1____________1 * * 0 — -. % �p ® : 1Z I : E I 4 5 v_ } ilk _ 2 , I i v, , . f -- \ . I : _ PALMS 1" • i - a * E ( 0 - E J t� I �F E I I r: �l : i !!! t I ((( 8 4 - .�� r�/ W _ _ ; :: .: 1, �/ L - -- —_ - 70 E 1" } , r` I..L 1 I � I v - -- - - ' \ ^. : t 1 -..... .._. . . .. . . ....._.. __--_ / _....._ I _. u _ - 3 a } € ` v \ _ . r : : c- ._._ "i : , r t _..._ W I - 4. -,. '-4 E I i _- _ -_ ' 1. { l < 11 __. _. ...-.- -:..... 1 . \ r I l I i I II I - - - - _ IIs ll� i .- 1 . I ; A '€ ` € i I ( - - __ . :_ . :. -. —j .........:. .. .�....... I I{ ' MAINLINE SHOWN WITHIN BUILDING FOR I 1 I I T t t— � . _. T �' T DR WING CLARITY ONLY. ACTUAL MAINLINE —?- =� I i. : •. ` _ — _ �. : -: -: LOCATION TO BE INSTALLED IN SHRUB . - . 4 i --- - )..,; : < �:- . : :. _ _ - = — — — - i — 11i I .� v ;i 1 ,,. .," t, WORK. — �, I %'f ��v�. r, '' I - _ I f ;: tt K- �6° _ '` • q..... ; .: - _- o i ,..:�, f _-_ Ji._.,. / f ! !j I l ;t ' \I -y - - - - -- • 1 `era _. _ - 1 `\_ / \�!`t�, y — i \\ > j Its • i 0 t _ 11 - \ % _ (. ,. E i' .� . -_I •. -__ . _.. ..., -- — - -__. .-._- _._. __ -..._ �i .' 1 ..... .... - _— ` r T I.W � l '�� , `'' � ^I 11 I*_ l I_, t ; _. `µ I E I �. I r,,, t_. �"' % l, v /,' l V , ' �\ f , EE E " t ..1.._.ter i tt • .�L�..-.;`;,,, rY .f, f \`X L }~ ..f� • __ .W.; i t — T �t I I I -I_ Z'' ' -� ; I �, ; \ t v , ,�. % I E _A __- - -_ _.I_ - .. _ < _/ I z f _, t f 11 ! € o-..r ! f, `t \f`'"� \ .,t r/-� t :"� ,' \4: I i '\ "�.\ i' ,\ " E' _�_ \y., ,._�. , d --- ,.._. . \ ` : \ �/: i 4 p: iE S :: r i 1 /_'`\ i . I €i . IX� � • 6 :: < € . t _ i _.. I _. �� a , * 1 70 E s 3 . _._. _. .__ ._.__ ._ ._ _ _ I y� _:_ . . 7� t 3 i )i Uj I I _ ... .........:.. ..._. ' I PALMS 1" I _ _ 1 � III ,' _ K -t \\, r 'fi ki ,n : I T1 , >?E. f.., .. ....... ..E,. 1 0i r( ram.. * / % � t TYP ; t - % I !* ( 1. li * � I * 11 I I � 1 _ .__� I .€"�' � .... \� € 1 \ � I TREES _, F :t, I --.. ..� TREE BUBBLE' STANDtA ERAL LI S ARE 5 2 I �` - ... .i _!v; _.- �_ t ' �. .. .. I "I ,_ -, ( i I 6 1;ti,> ) SHOWN WITHI, AVING F R DRA G —I 1 I I• i : \ t. I 8 W ( _._ t \ \\�� € CLARITY ONLY ACTUAL L CATION OBE ,J f .j - : ; € \, fr I I \ ' WITHIN PLANT F ALIGNS ...WITH..T. ES. I II I I I'' I I .t __ , (: . E - ...._-. f . I I PALMS ___ .. I : s; : 'I , I I �: I ..... .. .,�, 4._I w 'z _, ,� r. --> I I III '� I �0� � I ` , i II . , i __ _ <:_ i...... .... .., t i .. I - __ I I `I € I . ; :E . i I y _. i i i I. ;r I I I I I I v�I ' { ' i i , � .�_1. . / . �� Y� J_ 11 U DINT, OLLER LOCATI N-4-4 : I' _ .......,_. 'I \ �_ E � � .. - i �'_ �`a:-' NOTE: TREES, PLANTS, WALLS, . . I t A��1, �. _ !f; E` Y I I ��\ _ i v_-. . I- ftEfl ER lkj;iCONTROLLER NOTE (#2)ABQ�f. t T _, { ' t \ E . •. t / I 2 �,- 1 y � E � n I i 1..� I P NT . <_ - . ID WALK AND ERMANE�' t S E S :`_. I F . - _ ' I 18 E 1 !.. rrig itn controller shown within g f r - %` E F ANY KIND SHALL NOT I - - I I141Ml611ilAUtE STRUCTURES U CT U R S O Q � q`� f Y "' ' I _ " t i . I i/ � __ _- € ...-i......... . ra inn clarity only, Actual locatiod s all ,-. ; _� -. -. - {€ Jy: �N■ , -- „ : BE PLANTED INSTALLED OR BUILT IN , I I ;, 11/2' I .. l planter, verify exac loco ion try ' __ - >__ r . . ,• i — I I I i i `\,y l _ � oca mod-within pl ' field;w)t1j owner's authorized r seritativeJ c. _ MENTS OR Z ,!/ ! �. - . I ;, W._ \ f . I E - f _/\. - - ITH T FIRST 1 : o . . - r „' , . a. .:- .. . ; ,.Y : r r: t w. RIGHDT OF WAY W EA OU CVW . I € - ',, , I I I _. _ _. 4_11: - _ E a . I F' M_, I - - ,. i r, ; r ENCROACHMENT I Ii -�W.. . .. ........ _ _ -_ ___-_ _----- - : ; : \__ i _. _ h. ____ _.-��_ ,- - , , . L.. . _ i j.... .. I ......I � PERMIT IFROM CVWDO 111111t/2' I�� Iio : A ',> , I 1 ; A i : I 1"'" : rr' :T : : f I :I i /: TYP . M I I : I f. .... .... �.:a _ ... L...i -.:. : I 11 .......... ...... ......... ._.--- -- . _ , , k�. A -_--- ....__W_ . I _. / 1, _ f � - \ �\ - i : , . 1 x , .,, ._l .:� ._. i . : , L t t `.— ... } �'`-,% :t..,:,. _ .W3 ... —---1 A ® ....i. Il/2' i I A .. __ : ,: _ _ o 0 L : i / , _. IR 1. l.J . — i �` , - , t -.__._. I �, z U 1I 1I ( I # . A i — { _ _ 1 4 _._' _.� .-- -- _ I * 1 _, i_ � __ I< t - = _ . L...r l _ ... .. - - 1_ _--- -1- - Fl_ __�—_-- - r ( I L.1J � IE ___.___. ,..... O , 'mil I / T :; _. ..:. - _. � = 30.E _.....1 ,1 -- — d. . _:. .E _ Q w I 41& - _ �j /07/12 ;' I .. ._ - - - ;- ter. E r n v I _._.-. ., 1 r .... .,,r ... : .., Ill ia ir, E a 1 x.Q,y < .ham�' • : : F .. . 42� I-- I i , ,,, : fr ;{ fl/Y Of Z ,, These plans have been reviewed by the Coachella Valley Water 11 f 1 1 5 �ATER District in accordance with California Government Code. Section � W J I I tf I 65591 et seq. requiring efficient landscape and irrigation design in Q I t -/ 1° PALMS cooperation with the local governing agency (City or County)" < U CL i TYP 3 ^ Approval of this drawing by CVWD staff does not constitute approval �. - V�� t � to encroach into district and USER Right-of-Way.Trees,plants, - t� i I` NOTIFY DIG ALERT, A FREE __ /' walls and permanent structures of any kind may not be planted or I PUBLIC SERVICE PROVIDED installed in CVWD and USER easements or Right-of-Way without ' %'N I ,' r o first obtaining an encroachment permit from CVWD. �`` ', I TYP 3 BY UNDERGROUND SERVICE �` I , . , FOR LANDSCAPE IRRIGATION PLANS - SEE SHEET L4.1 -- :r- ALERT OF SOUTHERN "�2- FOR LANDSCAPE IRRIGATION LEGEND & NOTES - SEE SHEET L5.1 �[ VFII _ __. _____ ___ __ __ 811 PRIOR TO ``J=- ` CALIFORNIA, @ FOR LANDSCAPE IRRIGATION CALCULATIONS - SEE SHEET L5.2 DATE rManagementSupervi__ t I ' I .. ANY EXCAVATION I FOR LANDSCAPE IRRIGATION DETAILS - SEE SHEETS L5.3 - L5.4 TWO WORKING DAYS BEFORE YOU DIG FOR LANDSCAPE SPECIFICATIONS SEE SEPARATE BOOKLET 0 5 10 20 30 CVWDPla►# eveopmentSe ces upervisor L401 t REVIS1''': g� 7/7111 - FL :K RLA 7/26 11 - P La RLr IRRIGATION INSTALLATION NOTES Irrigation General Notes IRRIGATION MATERIAL LEGEND 5i702 - C;-LT', =' RLA 1. THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR ANY AND ALL PERMITS AND ALL INSPECTIONS AS 1. IRRIGATION PLANS ARE DESIGNED AS DIAGRAMMATIC AND APPROXIMATE. ALL IRRIGATION SYMBOL MANUFACT. MODEL NO. /DESCRIPTION GPM PSI RADIUS DETAIL 7/16 2 - DEL-7 _ DLA REQUIRED. EQUIPMENT, SPRINKLERS AND PIPE ARE TO BE INSTALLED IN LANDSCAPED AREA. NO 2. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY AND ALL DAMAGES TO OPERATIONS OR WORK OF IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE. THE IRRIGATION CONTRACTOR O RAIN BIRD XFD-09-12, XF SERIES DRIPLINE TUBING WITH .92 GPH PRESSURE .92 G.P.H. 20 N/A A 8;2112 - CE'_T" == ?L f- OTHER CONTRACTORS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ACTIVITIES WITH ALL SHALL ENSURE NO OVERSPRAY ONTO HARDSCAPE, STREETS,WALLS OR ANY OTHER COMPENSATING INLINE DRIP EMITTERS 12" ON CENTER, PLACED AGENCIES AND OTHER TRADES. HARDSCAPE/STRUCTURE. IN TWO (2) RINGS SURROUNDING BASE OF PALM TREE WITH 3. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, FOUR(4) RAIN BIRD MODEL XERI-BUG XB-20PC DRIP EMITTERS y R.O.W.'S, EASEMENTS, SETBACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. 2. MAINLINE SHOWN WITHIN PAVING FOR DRAWING CLARITY ONLY, ACTUAL MAINLINE LOCATION TO AND 1/4" DISTRIBUTION TUBING WITH BUG CAP. 40' FEET OF DRIP 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL UNDERGROUND UTILITIES. BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. TUBING PER TREE @ .92 GPH PER FOOT = 0.61 GPM PER PALM i CONTRACTOR SHALL REPAIR OR REPLACE, AT NO ADDITIONAL COST TO THE OWNER,ANY DAMAGE TO UNDERGROUND UTILITIES THAT MAY OCCUR. 3. IRRIGATION SLEEVES SHOWN FOR MAJOR STREET AND DRIVEWAY CROSSINGS FOR CLARITY ® RAIN BIRD XFD-09-12, XF SERIES DRIPLINE TUBING WITH .92 GPH PRESSURE .92 G.P.H. 20 N/A B 5. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING PLANS BEFORE BEGINNING WORK. ONLY. CONTRACTOR SHALL INSTALL SLEEVING BELOW ALL PAVING, HARDSCAPE, ETC. AND AS COMPENSATING INLINE DRIP EMITTERS 12" ON CENTER, PLACED 6. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON PLANS AT THE SITE PRIOR TO DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. IN TWO (2) RINGS SURROUNDING BASE OF TREE TRUNK WITH COMMENCEMENT OF ANY WORK. ALL DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO PROJECT LANDSCAPE FOUR (4) RAIN BIRD MODEL XERI-BUG XB-20PC DRIP EMITTERS ARCHITECT FOR DIRECTION. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. 4. ALL PIPING AND WIRE SHALL BE SLEEVED UNDER PAVING. ALL SLEEVES TO BE MINIMUM 2X AND 1/4" DISTRIBUTION TUBING WITH BUG CAP. 50' FEET OF DRIP 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE DIAMETER OF PIPE SLEEVES. ALL MAINLINE SHALL BE ACCOMPANIED WITH A MINIMUM 2-INCH TUBING PER TREE @ .92 GPH PER FOOT = 0.76 GPM PER TREE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE DIAMETER WIRE SLEEVE. SLEEVING TO EXTEND MINIMUM 12 INCHES BEYOND PAVING. APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE RAIN BIRD PC-XX, PRESSURE-COMPENSATING MODULE SERIES SHRUB WATER REQ. 20 N/A C.D REPORTED TO THE PROJECT LANDSCAPE ARCHITECT FOR DIRECTION. 5. ALL LEAD WIRES TO BE #14 GAUGE, AND BLACK IN COLOR. ALL COMMON WIRE TO BE #14 GAUGE EMISSION DEVICES WITH RAIN BIRD PC DIFFUSER CAP. 5.0 (GPH) LOW (TAN) }. 8. BEFORE ANY WORK COMMENCES, A CONFERENCE SHALL BE HELD WITH THE CITY'S REPRESENTATIVE AND THE AND WHITE WITH COLORED STRIPE DIFFERING PER CONTROLLER. TWO (2) EXTRA WIRES SHALL ( 5.0, 7.0, 10.0 GPH PER OUTLET ); INSTALL WITH MODEL 7.0 (GPH) LOW/MODERATE (VIOLET) CONTRACTOR, REGARDING GENERAL REQUIREMENTS OF THIS WORK. BE PROVIDED FOR EACH GROUP OF FIVE (5)VALVES AND LOOPED IN A NEARBY VALVE BOX WITH PFR/FRA24, PRE-ASSEMBLED POLYFLEX RISER ADAPTER. 10.0 (GPH) MODERATE (GREEN) 9. INSTALL ALL IRRIGATION COMPONENTS ACCORDING TO LOCAL CODES AND ORDINANCES. 2' MINIMUM COIL. TRIM' POLYFLEX RISER 3" ABOVE FINISHED GRADE. 10. THE IRRIGATION WATER METER IS TO BE INSTALLED BY C.V.W.D.. to 11. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S 6. TREE BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING AND BUILDINGS FOR SUPERIOR MODEL 3200, 1-1/2" NORMALLY CLOSED MASTER CONTROL VALVE. E RECOMMENDATIONS AND SPECIFICATIONS. DRAWING CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE 12, THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ® HUNTER HFS-150 1-1/2" FLOW SENSOR WITH LINE SIZE SCH. 80 RECEPTACLE TEE. INSTALL PER MANUFACTURER'S F OBVIOUS IN THE FIELD THAT OBSTRUCTIONS (INCLUDING EXISTING AND/OR NEW PLANT MATERIAL), GRADE ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING RECOMMENDATIONS AND WIRE TO CONTROLLER. USE (2)TWISTED #14 AWG. DIRECT BURIAL, CONTROL WIRE, DIFFERENCES OR DIFFERENCES IN THE AREA'S DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE WORK. INSTALLED WITHIN 1" PVC CONDUIT AND ROUTE TO CONTROLLER. DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED,THE CONTRACTOR SHALL ASSUME FULL 7. CONTROLLER LOCATION SHOWN ON THIS DRAWING IS APPROXIMATE. THE LANDSCAPE '■, WATTS B-6080-SS-SH, FULL PORT BRONZE BALL VALVE WITH STAINLESS STEEL BALL, STEM, AND HANDLE OPTIONS, LINE SIZE. G RESPONSIBILITY FOR ANY REVISIONS NECESSARY. CONTRACTOR SHALL STAKE OUT THE CONTROLLER LOCATION FOR REVIEW AND APPROVAL BY 13. THE WORK SHOWN ON THESE PLANS IS DIAGRAMMATIC; ALL ITEMS, I.E. CONTROLLERS,VALVES, MAINLINES, SLEEVES, THE OWNER PRIOR TO INSTALLATION OF THIS EQUIPMENT. THE LANDSCAPE CONTRACTOR IS N RAIN BIRD XCZ-PRB-100-COM, 1" SERIES DRIP VALVE CONTROL ZONE KIT ASSEMBLY, SIZE AS SHOWN. ASSEMBLY INCLUDES H WIRES, IRRIGATION HEADS, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DO NOT SCALE DIMENSIONS. RESPONSIBLE FOR ELECTRICAL CONNECTION FROM 120 VOLT POWER SOURCE TO THE RAIN BIRD 1" PESB RCV, 1" PVC BALL VALVE AND 1" PRESSURE REGULATING BASKET FILTER. DETAIL DRAWINGS MAY CLARIFY LOCATIONS OF SOME ITEMS. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS CONTROLLER AND ALL WIRE CONNECTIONS FROM ALL VALVES AND APPURTENANCE VALVES TO WHERE IT IS OBVIOUS THAT THEY ARE IN CONFLICT WITH UNDERGROUND UTILITIES, STRUCTURES, OTHER TERMINAL STRIP, REFER TO ELECTRICAL ENGINEER'S DRAWING'S FOR POWER SOURCE. ALL O RAIN BIRD 33DLRC QUICK COUPLER VALVE PLACED WITHIN ROUND VALVE BOX, I O IMPROVEMENTS, OR VEHICULAR OR PEDESTRIAN SAFETY CONSIDERATIONS. ELECTRICAL WORK SHALL CONFORM TO LOCAL STATE AND NATIONAL ELECTRICAL CODES AND 14. CONTROLLER LOCATION IS APPROXIMATE. FINAL LOCATION OF THE AUTOMATIC CONTROLLER AND THE BACKFLOW REGULATIONS. FINAL LOCATION AND EXACT POSITIONING OF THE CONTROLLER SHALL BE �- DEVICE SHALL BE APPROVED BY THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. DETERMINED BY THE OWNER. MINOR MODIFICATIONS OF CONTROLLER REQUESTED BY THE ❑A HUNTER IC-3600-M, 36 STATION HUNTER ]-CORE "SMART" IRRIGATION CONTROLLER ASSEMBLY, J W 15. ALL CONSTANT PRESSURE LINES SHALL BE TESTED FOR 3 HOURS UNDER A HYDROSTATIC PRESSURE OF 150 POUNDS OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CONTROLLER SHALL BE INSTALLED WITHIN A V.I.T. PRODUCTS MODEL #, SB-18SS, STAINLESS PER SQUARE INCH AND BE PROVEN WATERTIGHT. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT FOR HYDROSTATIC FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE STEEL FRONT ENTRY PEDESTAL ENCLOSURE WITH V.I.T. CSA CONTROLLER SUBASSEMBLY. TESTS. HYDROSTATIC TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE LANDSCAPE ARCHITECT OR, IF CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. ( 0 APPROVED BY LANDSCAPE ARCHITECT, CONTRACTOR MAY E-MAIL DIGITAL PHOTOGRAPHS OF THE PRESSURE GAUGE ® HUNTER SOLAR SYNC, (ET) SENSOR, MODULE, AND RAIN SENSOR. INSTALL PER MANUFACTURES RECOMMENDATIONS AND J v TO THE LANDSCAPE ARCHITECT AT BEGINNING AND END OF TEST PERIOD. 8. ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE WIRE TO CONTROLLER. MOUNT ET-SENSOR ON 2" GALVANIZED PIPE, CLEAR OF ANY OBSTRUCTIONS. VERIFY 16. 120-VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED PER THE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL EXACT LOCATION IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. L1� ELECTRICAL ENGINEER'S PLANS AND SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VALVE AND ISOLATION VALVE LOCATION FOR REVIEW AND APPROVAL BY OWNER PRIOR TO f)/ Q COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND TO MAKE THE FINAL HOOK-UP FROM THE INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC LLL ELECTRICAL OUTLET TO THE AUTOMATIC CONTROLLER. CONTROL VALVES AND ISOLATION VALVES SHALL BE DETERMINED BY THE OWNER. MINOR ® N/A 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD. THE COORDINATION NIA 17. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF MODIFICATIONS OF ELECTRIC CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS OF POWER AND CONNECTION OF CONTROLLER SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS REQUESTED BY THE OWNER SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL SHALL BE CARRIED OUT BY THE CONTRACTOR. COST TO THE OWNER. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION AS APPROVED PVC PIPE 3/4" - 1-1/2" CLASS 200 AS LATERAL LINES 12" BELOW GRADE. K 18. BACKFLOW DEVICE SHALL BE INSTALLED BY C.V.W.D SHALL CAUSE THE CONTRACTOR TO MAKE OWNER DIRECTED REVISIONS AT NO ADDITIONAL - Q 19. ALL IRRIGATION EQUIPMENT QUICK COUPLER VALVES, CONTROL VALVES,AND SHUT-OFF VALVES SHALL BE INSTALLED COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER,ALL VALVES AS APPROVED PVC PIPE (1-1/2" SCHEDULE 40) ( 2" CLASS 315) AS MAINLINES 18" BELOW GRADE. K i IN GROUND COVER AREAS WHEREVER POSSIBLE. SHALL BE INSTALLED THREE FEET FROM EDGE OF HARDSCAPE, WALK OR CURB IN SHRUB r , z 20. PIPING AND WIRE CONDUIT PENETRATIONS THROUGH WALLS AND INSTALLATION EQUIPMENT UNDER PAVING SHALL BE PLANTING AREAS. `J W INSTALLED IN SCH 40 PVC SLEEVES,AS CALLED OUT ON PLANS, OR AS PER LOCAL CODES AND MUST BE COORDINATED AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL L ' ^ WITH THE GENERAL CONTRACTOR AND CONTRACTORS OF ALL VARIOUS TRADES THAT MAY BE INVOLVED TO PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. C) n ELIMINATE PROBLEMS THAT MAY ARISE FROM INACCESSIBILITY OR DAMAGE TO ANOTHER TRADE'S WORK. 41 v' , I 21. USE CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L. APPROVED) K.L.M W 22. THE CONTRACTOR SHALL INSTALL KBI SERIES ANTI-DRAIN VALVES ON ALL LATERALS IN AREAS WHERE SLOPE OF PLANT I GROUND COVER EMITTER LEGEND GRADE EXCEEDS 4:1, WHERE POST VALVE SHUT-OFF DRAINING OF THE IRRIGATION OCCURS, OR AS DIRECTED BY THE M _J OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL 3M DBY DIRECT BURIAL WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS. PLANT WATER TYPE USE: #OF EMITTERS / GPH 23. THE CONTRACTOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE HEALTHY GROWTH OF PLANT MATERIAL. AT NO TIME SHALL THE CONTRACTOR APPLY WATER AT A RATE OF FREQUENCY WHICH CAUSES RUNOFF OR LOW SHRUBS 1 -5.0 GPH © NETAFIM TECHLINE TL050MFV-1 AUTOMATIC FLUSH VALVE, INSTALL FLUSH VALVE INSIDE A SEPARATE N OVER-SATURATION OF THE SOIL. LOW/ MODERATE SHRUBS 1 -7.0 GPH 6" ROUND VALVE BOX. INSTALL MININIMUM ONE FLUSH VALVE IN EACH DIRECTION. INSTALL 24. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. OVERSPRAY ONTO ADJACENT PAVING, WALLS OR OTHER HARDSCAPE ELEMENTS TO THE EXTENT POSSIBLE. THIS MODERATE SHRUBS 1 - 10.0 GPH SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND ADJUSTING THE DRIP SYSTEM NOTES: NETAFIM TLAVRV, AUTOMATIC AIR/VACUUM RELIEF VALVE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX, (TAN O FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING FLOW FOR EACH SYSTEM. ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. POLY COLOR IN D.G. AREAS AND GREEN IN TURF). INSTALL VALVE BOX MINIMUM 18" FROM PAVING AND AT HIGH POINTS OF 25. WHEN RADIUS OF SPRINKLER HEADS AS REQUIRED FOR PROPER COVERAGE OR G.P.M. IS LESS THAN SHOWN ON FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS PLANTER AREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A PRESSURE COMPENSATING SCREEN (PCS) FOR ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY EACH LOW FLOW AND RADIUS CONTROL. SHRUB OR GROUNDCOVER AS APPROVED 3/4" DOMESTIC WATER IRRIGATION METER WITH A 1" SERVICE LINE, VERIFY SIZE, LOCATION, AND NIA 26. NO OVERSPRAY OR LOW HEAD DRAINAGE SHALL BE ALLOWED. 27. WHEN VERTICAL OBSTRUCTIONS (LIGHT POLES, FIRE HYDRANTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT STATIC WATER PRESSURE IN FIELD, (INSTALLED BY C.V.W.D.) OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE CONTRACTOR SHALL FIELD ADJUST THE COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER r SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT ® WATTS 1" BACKFLOW PREVENTION ASSEMBLY (INSTALLED BY C.V.W.D.) N/A 000' OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING TO THE OWNER. WORK. NO SYMBOL V.I.T. STRONG BOX SBBC-30CR POWDER COATED BACKFLOW DEVICE ENCLOSURE. INSTALLED ON N/A UJ 28. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL A POURED IN PLACE CONCRETE PAD. INSTALL PER MANUFACTURE RECOMMENDATIONS. ^ BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO V) BE REMOVED FROM THE SITE IMMEDIATELY UPON REJECTION. COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE w 29. ALL ELECTRICAL CONTROL WIRE SHALL BE DIRECT BURIAL, #14 UL APPROVED, IN AN 18" DEEP TRENCH, INSTALLED EMITTER GPH SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT �v I------------ AS APPROVED (EXISTING) IRRIGATION MAINLINE, PROTECT IN PLACE, REPAIR ANY DAMAGE DUE TO CONSTRUCTION. N/A UNDERNEATH THE MAINLINE PIPE WHEN RUN IN THE SAME TRENCH. WIRE CONNECTORS SHALL BE PENTITE OR GROWTH. VERIFY SIZE, TYPE AND EXACT LOCATION IN FIELD. Q DR[-SPLICE ONLY, EXTRA HOT WIRE -2 PER EACH GROUP OF 5 WIRES -LABEL ALL SPARE WIRES AT BOTH ENDS. COLORS FOR CONTROL WIRE SHALL BE AS FOLLOWS: ------I I- AS APPROVED CONNECTION OF NEW MAINLINE TO EXISTING MAINLINE, VERIFY SIZE, LOCATION AND CONNECTION POINTS IN FIELD. N/A C 30. COMMON WIRE -WHITE G 31. HOT WIRE - BLACK 32. EXTRA COMMON WIRE, MINIMUM 3 EACH DIRECTION AND ONE TO EACH LEG OF MAINLINE FROM POC PER Operation and Maintenance Manuals CONTROLLER -WHITE WITH ORANGE STRIPE (DIFFERENT STRIPE COLOR PER CONTROLLER) Prepare and deliver to the City of Palm Desert Representative, prior to the start of maintenance, all required and necessary descriptive material in complete detail and sufficient quantity, properly prepared in four 33. ALL AUTOMATIC CONTROLLER PROGRAMS MUST BE SET TO OPERATE BETWEEN THE HOURS OF 9 P.M. AND 6 A.M. individually bound copies. Describe the material installed in sufficient detail to permit qualified operating Q 34. THE ENTIRE SPRINKLER SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, personnel to understand, operate and maintain all equipment. Each manual shall include the following: INCLUDING THE SETTLING OF BACKFILLED AREAS AND TRENCHES FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. SHOULD ANY OPERATION DIFFICULTIES IN CONNECTION WITH THE SPRINKLER i. Index sheet indicating the Contractor's name, address and telephone number,fax number and e-mail SYSTEM DEVELOP WITHIN THE SPECIFIED GUARANTEE PERIOD, WHICH IN THE OPINION OF THE OWNER MAY BE DUE TO address. z INFERIOR MATERIAL AND/OR WORKMANSHIP, SAID DIFFICULTIES SHALL BE IMMEDIATELY CORRECTED BY THE IRRIGATION VALVE CALLOUT IRRIGATION NOTE CALLOUT r CONTRACTOR TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. ii. Duration of guarantee period with guarantee forms. 35. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. iii. List of equipment with names and addresses of manufacturer's local representatives. CONTROLLER IRRIGATION CONSTRUCTION 36. THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW iv. Complete operating and maintenance instructions on all major equipment. VALVE NUMBER �CALLOUT NUMBER. DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE CONTRACTOR SHALL VERIFY �- WATER PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF IT IS SUFFICIENT TO OPERATE SYSTEMS Al 10 G.P.M. AS DESIGNED. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE P.O.C. AND CONTROLLER O O 100 E APPROXIMATE QUANTITY 1" Q ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE PROJECT LANDSCAPE ARCHITECT. IN CALLOUT NUMBER. THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR OF DRIP EMITTERS 7 U SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. VALVE SIZE James J. Z 37. AFTER INSTALLATION OF THE IRRIGATION SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE F- TEST IN THE PRESENCE OF THE LANDSCAPE ARCHITECT TO DETERMINE IF THE IRRIGATION COVERAGE FOR PLANTING AREAS IS ADEQUATE AND COMPLETE. FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT < UJ ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS OR BECAUSE DISCREPANCIES BETWEEN 0810 ; C) THE PLANS AND ACTUAL FIELD CONDITIONS WERE NOT BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 0 38. AN INDIVIDUAL EMITTER IS TO BE PLACED AT EACH PLANT. EACH PLANTER SHALL RECEIVE EMITTERS WITH THE APPROPRIATE GALLONAGE PROVIDED: These plans have been reviewed by the Coachella Valley Water V4ATEF? District in accordance with Califomia Government Code, Section W -� 65591 et seq. requiring efficient landscape and irrigation design in Q cooperation with the local governing agency (City or County). Q U d COLOR CHART NOTE: AS A REQUIREMENT THE AUTOMATIC CONTROLLER SHALL CONSIST OF A NEATLY DRAWN Approval of this drawing by CVWD staff does not constitute approval 11"xl7" LAMINATED IRRIGATION PLAN AND COLORED ZONE MAP LAYOUT CHART. LAYOUT NOTIFY DIG ALERT, A FREE �/,C'°�`RI��"i� to encroach into district and USER Right-of-Way.Trees,plants, - -- CHART SHALL BE COLOR CODED INDICATING LOCATION OF ALL CONTROLS, PIPING, walls and permanent structures of any kind may not be planted or - c�a � HEADS (INCLUDING TYPE), VALVES AND CONNECTION TO WATER SERVICE. o PUBLIC SERVICE PROVIDED installed in CVWD and USBR easements or Right-of-Way without BY UNDERGROUND SERVICE FOR LANDSCAPE IRRIGATION PLANS - SEE SHEET L4.1 first obtaining an encroachment permit from CVWD. � ALERT OF SOUTHERN FOR LANDSCAPE IRRIGATION LEGEND & NOTES - SEE SHEET L5.1 J" 1027 AB 1881 NOTE: #� OVERHEAD IRRIGATION SHALL NOT BE PERMITTED NOTE: THESE PLANS HAVE BEEN PREPARED TO CALIFORNIA, @ 811 PRIOR TO FOR LANDSCAPE IRRIGATION CALCULATIONS - SEE SHEET L5.2 WITHIN 24 INCHES OF ANY NON-PERMEABLE SURFACE, COMPLY WITH THE A STATE WATER ANY EXCAVATION FOR LANDSCAPE IRRIGATION DETAILS - SEE SHEETS L5.3 - L5.4 °ATE rManagernentsupervisor (PER STATE ORDINANCE AB 1881.) ABSOLUTELY NO EFFICIENT LANDSCAPPEE O ORDINRDINANCE AB1881. OVERSPRAY OR LOW HEAD DRAINAGE IS ALLOWED. REFER TO WATER CALCULATIONS ON SHEET L5.2 TWO WORKING DAYS BEFORE YOU DIG FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET �� --=%x g. - CVWD Plan'# ovvpment Se ces upervisor L561 L39508 REVIc aY 7i 71 1 ! 7,26 �i - RLQ - 5 7 12 - ^F RL. PROJECT INFORMATION Existing Irrigation Notes APPENDIX Water Calculation Chart 7116"2 - ^-'_" RLA .Landscape Documentation Package Checklist Project Name 1. THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH THE EXISTING IRRIGATION AND PLANTING ON Maximum water p►IlOWaC1Ce 81,'2'12 - DE'_-- pLa PROPERTY. ANY DAMAGE OR ADJUSTMENTS REQUIRED INCLUDING REPLACING OR RELOCATING Name of Project Applicant Telephone No, IRRIGATION LINES, HEADS,VALVES, WIRES OR ANY UTILITY THAT OCCURS ON THE PARCEL DUE TO THE Project Site: ATRIA PALM DESERT Tract or Parcel Number: PARCEL MAP NUMBER` XXXXX Fax No. CONSTRUCTION OF THIS PROJECT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE Project Location: SAN PASQUAL AVE. PALM DESERT, CALIFORNIA Title Email Address Input Zone 0 PERFORMED AT NO ADDITIONAL COST TO THE OWNER. THE OWNER'S REPRESENTATIVE MUST REVIEW ANY REQUIRED MODIFICATIONS TO THESE AREAS PRIOR TO COMMENCING WORK. THE CONTRACTOR Landscape Architect/Irrigation Designer/Contractor: RIDGE LANDSCAPE ARCHITECTS/ Company Street Address Square Footage Calculations MUST NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF THESE CONDITIONS OR ANY DISCREPANCIES PRIOR TO COMMENCING WORK. City State Zip Code Tree,& Shrub Square foot 6237 Included in this project submittal package are: (Check to indicate completion) I I Turf Square foot 1 0 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, PROPERTY LINES, DIMENSIONS, ETC. PRIOR TO WATER EFFICIENT LANDSCAPE WORKSHEET Total Square foot Cobble/Boulder 4740 1 COMMENCING WORK. ALL EXISTING IRRIGATION SYSTEMS SHALL BE VERIFIED IN THE FIELD AT START . Water Efficient Landscape Worksheet (Appendix B) Total Waterfeature Square footage 1074 Water Budget Calculation (Appendix D) HYDROZONE INFORMATION TABLE OF CONSTRUCTIONS. ALL EXISTING MAINLINES, RCVS, BACKFLOW DEVICES,CONTROLLERS, METERS, Total Landscape Square foot 12051 SERVICE LINES, ETC. SHALL BE VERIFIED IN FIELD. ALL EXISTING IRRIGATION EQUIPMENT SHALL BE 2. Maximum Annual Applied Water Allowance: Irrigation Point of Connection (P.O.C.) No. CLEARLY INDICATED INCLUDING SIZES AND MODEL NUMBERS TO SCALE ON AN ACCURATE BASE Zone No Eta WaterAdj. Total Conversion Factors Total Controller# Valve Circuit Plant Irrigation Area % of Factor sq. ft. 0,62 748 MWA DRAWING AND SUBMITTED AS A SHOP DRAWING. SAID SHOP DRAWING SHALL BE SUBMITTED TO THE Conventional Landscape: 132.49 100 cubic feet/year ' LANDSCAPE ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE FOR REVIEW AND APPROVAL. + Recreational Turf grass Landscape: 0 100 cubic feet/year(if applicable) No. Type(s)* Method** (Sq. Ft.) Landscape Area 2 66.82 0.5' 7311 0.62 74$ 202.46 - NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY IF ANY DISCREPANCIES ARE Maximum Annual Applied Water Allowance: 196.92 100 cubic feet/year A 1 LW D 851 7.75 FOUND. NO WORK SHALL PROCEED WITHOUT APPROVAL OF SAID SHOP DRAWINGS. T. 3. Estimated Annual Applied Water Use by Hydrozone: A 2 LW D 404 3.68 Total Number of plants r 249 1 ! 3. ALL EQUIPMENT LOCATIONS AND PIPE ROUTING SHALL BE STAKED IN FIELD FOR REVIEW AND Turf grass Hydrozones: 0 100 cubic feet/year grass Hydrozones: 0 100 cubic feet/year A 3 MW D 360 3.27 Number of plants by water use °l of Total Landscape Square Footage APPROVAL PRIOR TO INSTALLATION. ALL LAYOUT SHALL BE AS APPROVED BY, LANDSCAPE 1 Low 129 '� Recreational Turf g 0.518 3231.22 I ARCHITECT, AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. NO EQUIPMENT Low Plant Hydrozones: 35.51 100 cubic feet/year Moderate Plant Hydrozones: 90.27 100 cubic feet/year A 4 MW D 1419 12.92 2 Mad 111 0.446 278Q35 � SHALL BE INSTALLED WITHOUT APPROVAL OF LAYOUT. High Plant Hydrozones: 0 100 cubic feet/year 3 Low Trees 4 � 0.016 100.19 Water Features: 71.38 100 cubic feet/year A 5 MW D 288 2.62 4 Mod Trees 5 0.020 125.24 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE INSTALLATION OF PROPOSED IRRIGATION Other Mod. Trees 6.71 100 cubic feet/year A 6 LW D 987 8.99 Total 249 EQUIPMENT AND RELATED EQUIPMENT, INCLUDING BUT NOT LIMITED TO R.C.V. CONTROL WIRES, Estimated Annual Total Applied Water Use: 203.87 100 cubic feet/year ELECTRICAL WIRES, CONDUIT, REMOTE CONTROL VALVES, ETC. ALL LAYOUT AND LOCATIONS SHALL A 7 MW D 1008 9.18 BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. 4. EATAWU < MAAWA Plantllrrigation System Type Zane Irr. Eff. Area Seasonal Plant Factor: PLAN SETS A 8 MW D 360 3:27 z 5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING 5. Landscape Design Plan A 9 MW D 712 6.48 Season Zonalral Ho o Etc 2 0.9 3F31 1 Low Shrub Rant Area Conversion Factors Estmated 0 IRRIGATION EQUIPMENT AFFECTED BY THE PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR Value 4.7 1 Factor 0.� SHALL VERIFY ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO COMMENCING 6. Irrigation Design Plan A 10 LW D 1476 13.44 0.2sq €t 0.r2 748 trri-Eft Voter use . Spring 14.72 3231.22 0.62 748 0.9 8.76 WORK. ✓ � 7. Grading Design Plan A 11 MW D 288 2.62 5urrarer 40.75 0.2 3231.22 t�.62 748 0.9 24.25 A 12 MW D 468 4.26 < n V J 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION OF ALL ADJACENT IRRIGATION Fall-Winter 11.35 0.2' 3231.22 Urs2 740 0.9 6..7 J ' TA SYSTEM EQUIPMENT THAT IS AFFECTED BY PROPOSED IRRIGATION IMPROVEMENTS. CONTRACTOR 8. Soil Chemical Analysis (optional) TO L 66 $2 397 r n SHALL REPAIR SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING COMPLETE 100% HEAD TO HEAD A 13 MW D 2212 20.15 O Description of Project: (Briefly describe the planning and design actions that are intended to Plantlrrigatiori System Type:. Zone Irr. Eff. Area Seasonal Plant Factor: �'�/ COVERAGE IN ALL AREAS WITH SYSTEM LAYOUT AS APPROVED BY THE OWNER'S AUTHORIZED achieve conservation and efficiency in water use.): A 14 MW D 144 1,31 L.L. REPRESENTATIVE. CONTRACTOR SHALL CONFIRM ALL AREAS REQUIRING MODIFICATION WITH THE SprayZonal rip 2 0.9: 27sion Fa 3 Mod Shrub OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING Drought-tolerant plants, and plants native to hot, dry climates have been utilized throughout the project, Total 10,977 100% 5eas�tt Zonal Eto Rant Arid Conversion Factors Estimated U WORK. and evergreen canopy trees provide shade to help cool parking areas and people spaces. The irrigation va€r,e Factor stt.ft. fl.b2 748 tn.tit. water Use < l system has been designed to maximize efficiency and ensure that water is applied only when and where * Hydrozone **Irrigation Method Spring 14.72 0.5 2780.35 0.62 748 0.9 18.85 AND CAP OFF EXISTING ADJACENT IRRIGATION SYSTEM AS REQUIRED. it is needed. In addition, decomposed granite mulch in all planted areas helps to conserve moisture by CST = Cool Season Turf MS = Micro Spray summer 40.75 0.5 2780.35 0.62 748 0.9 52.17 W 7. CONTRACTOR SHALL ADJUSTlimitingevaporation and maximizing water retention in the soil. S = SprayFail SYSTEM SHALL PROVIDE COMPLETE 100% HEAD TO HEAD COVERAGE IN ALL AREAS AS APPROVED BY p g WST = Warm Season Turf p y TO Winter 11.82 0:5 2780.35 t7.Ei2 7i8 0.9 85.53 n HW High Water Use Plants R = Rotor LL OWNER'S AUTHORIZED REPRESENTATIVE. ALL LAYOUT SHALL BE CONFIRMED WITH OWNER'S B = Bubbler T4TAl_ 66.82 85.55 1 AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. Date: 06/16/11 Prepared by: MARK JOHNSON MW = Moderate Water Use Plants D = Drip < v LW = Low Water Use Plants O = Other �.� - Plant/Irrigation System Type;. Zone Irr. Eff. Area Seasonal Plant Factor: 8. CONTRACTOR SHALL REFER TO CORRESPONDING ON-SITE WATER AND SEWER PLAN FOR Spray/Bub/Drip 2 0.9 0.000 4 Mod/High UNDERLYING WATERLINES, EASMENTS, AND OTHER RELATED EQUIPMENT. CONTRACTOR SHALL season Zonal Eto Rant Area Conversion Factors Estimated VERIFY ALL EXISTING SITE CONDITIONS IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR 14.7Valu Factor s. 0 0,62 748 trri.EJf. Water Use Q TO COMMENCING WORK. Spring 14.72 0.65 0.00 g.62 748 0.9 Surnmer 40:75 0.65 0.00 0.62 748 0.9 z 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING IRRIGATION, LANDSCAPE AND Fag 4fint+r 11.35 0:65 0.00 0.62 748 0.9 HARDSCAPE DAMAGED BY ROUTING NEW WIRES TO CONTROLLER AT NO ADDITIONAL COST TO THE ITOTAL 66,82 1 1 0.00 Q OWNER. Irrigation Pressure Calculation SEASONAL IRRIGATION SCHEDULE Plant/Irrigation System Type zone Irr. Eff. Area Seasonal Plant Factor: 10. CONTRACTOR SHALL MEET WITH THE OWNER PRIOR TO BEGINNING DEMOLITION OR ANY OTHER Spray/Bub/Drip 2 0.9 140.193 6 Low Tree WORK AND WALK SITE TO LOCATE EXISTING CONTROLLER AND LINES AND OTHER IRRIGATION TO BE Project t Name- trot Palm Desert Cycles Per Day: 1 19-1€',ter No: I tvteter NLzn�b€�!': #1 _ Day-, er 'JJr?Bk: t�1.; Season Zonal Eto Rant Area Conversion Factors Estimated PROTECTED IN PLACE. Static. IN rater Pre.ssure PSI: 65 psi Value Factor sq.ft, t1.B2 748 Irn-Eff Water Use a 11. CONTRACTOR SHALL PROVIDE FOR THE IRRIGATION OF EXISTING PLANT MATERIAL THROUGHOUT THE Valve No: Ev otrans iration Rates: Irrigation Effic:ii ncy (%): Spring 14.72 0.2 100.19 n 62 748 0.9 0.27 Eto Historical: 66.82 CONSTRUCTION PROCESS. ANY DAMAGE DUE TO CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY Valve Demand 8 GPM : Stream Rotors: 0,75 Summer 40,75 0.2 100.19 os2 748 0.9 0.75 TO PREVENT ANY LAPSE IN IRRIGATION OF THE EXISTING PLANT MATERIAL. ANY PLANT MATERIAL Mci.)dtrurn Systern Demand 8 GPNI W inter Spring Summer Fall Spray Heads- 0.6v Fag-Winter 11.35 0.2 100.19 0.62 748 0.9 0.21 AND/OR IRRIGATION DAMAGED AS PART OF CONSTRUCTION SHALL BE REPAIRED TO A LIKE NEW Elevation Change P.O.C. to Highest Head. 0 FT Eto Per Gray 0.09 0.24 0.33 0.18 Bubbler Heads: 0,a5 TOTAL 66.82 1.23 r _ Eto Per Season 7A 19A 26,1 14.0 Drip Systei-ns: 0.90 i CONDITION AS PART OF CONTRACT. Lasses: Plantllrrigatian System Type: Zone [rr. Eff. Area Seasonal Plant Factor: i.0 =si Valve Irrigation 'Winter Spring Summer Fall Spray/Sub/Drip 2 0.9 125.241 8 Mod Tree .�./4 Water Met or p Plcti'it€n r.� PR IF JRun T€in CONNECTED TO THE EXISTING CONTROLLER SHALL BEFeb) lcsr; Apr, it1a.-) Jun, Jul, Aug)A (Sep, Oct, N 12. ANY EXISTING IRRIGATION CONTROL VALVES C Quantity Type DecJan, Fe / t' Service line 1.O pFSI � t)' � � ! (Dec,� � ( � r} � �� Nov)� Season Zonal Eto Rant Area Conversion Factors Estimated ER CONTROLLER OPERATION AND ° r RECONNECTED TO THE EXISTING CONTROLLER. CONFIRM PROP ;, .�, 12 tJ �� 311rt.�L� Drip i�.40 0:48 0.9r.3. 0.71 1:0_� 2.47 1.34 Hours Per Dc� • 1 RP lackf{ovu Device, E `� va€cie Factor sq,ft. 0.€2 748 trri.IIt Water Use UTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND W INSTALLATION WITH OWNER'S A 1-1/2` Blaster Valve 1.5 psi Individual` alve Run Time 6. 1 15.7 21.1 1 1.5 I,tire. Per Dad- Spring 14.72 0.5 125.24 0.62 748 0.9 0.85 UPON COMPLETION OF WORK. �^ 1-1IY' Flow Sensor 1.0 psi 5 Palm Drip 0.70 0.48 0,90 ' 0.39 ' 2.29 � 3.08 � 1.68 Hours Per Day stt� her' 40,75 0,5 125,24 0,62 748 0.9 2.35 V) 0 s Individual Valve Run Time; 10.7 27.5 37.0 2.0.2 Min, Per Day` Fail-Winter 11.35 0,5 125.24 0.62 748 0.9 0.65 Isolation salves I. pUJ 13. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE ADJUSTMENT/MODIFICATION OF EXISTING R.C.`J 2.2 psi 2 Tree Drip 0.50 0.48 0.90' ' 0.26 ' 0.65 0.88 0.48 Hours Per Dray TOTAL 66.82 IRRIGATION SYSTEM WITHIN THIS AND OTHER AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS. 3.85 1'"500 Feet of I-114' fv'toinline 5ch. 4rJ- 2.1 ��i In 1. .in vidual Valve=R� Time 7.7 _ �9.6_ 26:4 14.4. Mite. Per Gay Q ALL LAYOUT SHALL BE CONFIRMED WITH OWNERS, AUTHORIZED REPRESENTATIVE PRIOR TO F i11 - it Loss 10�� 2.3 psi COMMENCING WORK. Total: 14 total Run Times / b Bays Per Week I.86 4.78 6.43 3.51 Hours Per DayTotal Tree And Shrub 130.41 � r Lateral Line Lass 10% 3.0 psi 14. NO DISRUPTION OF THE EXISTING IRRIGATION SYSTEMS WATERING WILL BE ALLOWED DURING Loss to Highest Head 0.0 psi Plant(lrrigatiort System Type: Zone Irr. Eff: Area Seasonal Plant Factor: CONSTRUCTION. ALL ADJACENT SYSTEM SHALL MAINTAIN AUTOMATIC PROGRAMMED WATERING Waterfeature 2 1 1074 12 Moving SCHEDULES THROUGHOUT CONSTRUCTION Total Losses: 28 Iasi Season Zonal Eto Rant Area Conversion Factors Estimated Q PLANT ESTABLISHMENT.PERIOD IRRIGATION SCHEDULE Head Operating Pressure: 30 psi __ Va€ue Factor sq.ft, t?F2 748 tri Ht Vlaater Use ^ IRRIGATION AS-BUILT RECORD DRAWINGS FOR ADJACENT Project vamp: Atria Palm Desert cycles Per DaY. 1.1 Spring 14.72 1.20 1074:00 fi.62 748 i.00 15.72 a- Cycles 15. CONTRACTOR SHALL OBTAIN EXISTINGTotal Pressure Required: 58 psi IRRIGATED AREAS PRIOR TO STARTING WORK. ALL EXISTING IRRIGATION EQUIPMENT LOCATION, Meter Number: #l Days Per `7V eat, 6' Summer 4C1.75 1.2t3 1074.00 t?,62 748 1.00 43.53 Q.62 748 1.00 12.12 CONDITIONS SHALL BE VERIFIED IN FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE psi Fos SIZES, AND CON ' Static Pressure Available. 65 7 -Winter 11.35 1074.4 1.20 Ct AT START OF WORK. Pe=€ducil Pressure: psi < TOTAL 66.82 71.38 Z •' Vale Irrigation Winter Suring Summer Fall- 16. WHENEVER ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING TRENCHING OPERATIONS, THE Planting Ke PR IE Run Times Quantity Type• ([ Pc, Jan. Feb).'(t�1ar, Apr. May): (Jun, Jul, Aug) ,(Sep, Oct, Nov) CONTRACTOR SHALL REROUTE MAIN LINE TRENCHES. DO NOT CUT ROOTS OVER 1" IN DIAMETER. ALL Total Waterfeature 71.38 Shrub trip 0.40 0,,48 G.90 60 155 224 122 Min-t�_ Per Day CUTS SHALL BE A CLEAN SHARP CUT. IF TRENCHING IS REQUIRED, THE CONTRACTOR SHALL HAND DIG individual Valves Run T;'me;,ikAnufles Per Gay, v 22 � 32 17 Total Estimated Water Use 201 .79 CCF � THE TRENCHES TAKING CARE NOT TO DAMAGE ROOTS. NO MECHANICAL TRENCHING WITHIN THE 5 Palm Drip 0.70 0.48 ago 76 194 280 153 h4in, Per Day DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. PROTECT ALL ROOTS EXPOSED TO SUNLIGHT Individual Valve Rt€r-t Time M'nrstes]r 15 �. 39 56 �. 31 00-00 WITH MOIST BURLAP UNTIL COVERED WITH SOIL. 2 Tree Drip 0.50 0.48 0.90 22 55 80 44 Min. Per Day O Individual Valve Run Time;IMinutes Per Day," I 1 ' 28 � 40 r 22 � O Q Total U 14 Total Hoch Rain Tithes 1 6 Days Per Week 2,b2 6.74 9.72 5.32 Hours Per Day James J. Valves Lk. f2m I- J rfFeb lY^cr A t:li�. Jun <ulAug tier ��... Nov, Dec �- J 0L Et 2 E J 3 6 4 C�i3 ` fi €3 t t}2 9 33 9 tK 7 25 6 M 4 11 2 67 0 �€� fi.u2 pn n W fs 17' 24 2J 2 27 2 211 27 26 27 26 27 317 081 07112 (Da1.) CONTROLLER SCHEDULING NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY D/ DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS These plans have been reviewed by the Coachella Valley Water Lj_. REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. MULTIPLE CYCLES WATER District in accordance with California Government Code. Section W -J MAY BE REQUIRED TO MINIMIZE PONDING AND RUNOFF ONTO NON-IRRIGATED AREAS. 65591 et seq. requiring efficient landscape and irrigation design in Q cooperation with the local goveming agency (City or County). < U 11 Approval of this drawing by CVWD staff does not constitute approval L _ •� NOTIFY DIG ALERT A FREE R CJN to encroach into district and USBR Right-of-Way. Trees, plants, - 1� , walls and permanent structures of any kind may not be planted or s.,-_F 0 PUBLIC SERVICE PROVIDED installed in CVWD and USBR easements or Right-of-Way without ' "�•• • BY UNDERGROUND SERVICE FOR LANDSCAPE IRRIGATION PLANS - SEE SHEET L4.1 first obtaining an encroachment permit from CVWD. ALERT OF SOUTHERN FOR LANDSCAPE IRRIGATION LEGEND & NOTES - SEE SHEET L5.1 [ `227 CALIFORNIA, 811 PRIOR TO ` -- @ FOR LANDSCAPE IRRIGATION CALCULATIONS - SEE SHEET L5.2 DATE rManagementSupervisor ANY EXCAVATION FOR LANDSCAPE IRRIGATION DETAILS - SEE SHEETS L5.3 - L5.4 TWO WORKING DAYS BEFORE YOU DIG FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET CVWD Plan# reveTopmentse ces tupervisor I L582 R E V I S I y. Dr 12 2 OF 2' 7/7;11 - PLA'.' 10 1 g LEGEND: ANIA -III_III-I _ __ ° ° 5 712 - E_, �� I =III=III 11 2"MIN. I� 1. PC DIFFUSER CAP 4 0 ° 7t16 12 - DEL` RLA 2 MIN. _ 2 I I-III-I 4"MAX. 9 III-I I- 1-III-III 8" MAX. - - III-III I-I 11- 1 0 ° I- _ 2. PC-XX, PRESSURE-COMPENSATING -I 11=1 I I 1=1 11= =1�r- �. ,I 11= =1 -1I 1=III I=11 I- 7 2 MODULE SERIES: 0 8�2 12 - DEL' A 8 0 3 2 FLOW b 3 3. FINISHED GRADE 5 P P 4 6 i� 2 1 12 13 "MIN. _ _ _ 5 = I 1 I=1 I I=1 1=1 I=T11= 4. ROOTBALL OF SHRUB OR TREE. REE 2'� //�/ 3 4"MIN. III =III=III Roora>,u I I (=1 I 5. MODEL PFR/FRA24, g 4 =1 I I-1 4 PRE-ASSEMBLED 24" POLYFLEX 6 5 SECTION VIEW -1 IF[ RISER ADAPTER. TRIM POLYFLEX 1 =I I• 5 RISER 3" ABOVE FINISHED GRADE. ° o 0 8 SECTION VIEW 7 s =1 11=1I1=111=1 I1=I1 9 ° LEGEND: LEGEND: I I-111-III-11 I-1 I I I F 6 6. PVC SCH 40 SxSxT TEE/ ELL. 7 R F ° 11 1. FINISHED GRADE. 6. NOMINAL SIZE SOLID BRICK (QTY. 4 1. BRASS OR COPPER PIPE FROM BACKFLOW DEVICE. TYPE AND DEPTH PER C.V.W.D. 7 7. PVC LATERAL LINE PIPE, SEE REQUIRED -ONE AT EACH CORNER OF REQUIRERMENTS. SPECIFICATIONS FOR TYPE AND o ° 10 VALVE BOX). 2. BRASS OR COPPER , 45 DEGREE ELL- (2 REQ.). DEPTH REQUIREMENTS. 2. SCH 80 PVC NIPPLE - LENGTH AS REQUIRED. ._ 3. PEA GRAVEL - MINIMUM 4" DEPTH. 3. SCH 80 PVC REDUCER BUSHING, SxT, SIZE AS 7. LANDSCAPE FABRIC. 4, NOMINAL SIZE SOLID BRICK (4 REQUIRED -ONE AT EACH CORNER OF VALVE BOX): PLAN VIEW REQUIRED (QTY. 2 REQUIRED). 5. LANDSCAPE FABRIC. SECTION VIEW LEGEND: 8. PEA GRAVEL - MINIMUM 4 DEPTH. 6. PVC MAINLINE TO FLOW SENSOR. SEE SPECIFICATIONS AND TRENCHING DETAIL FOR u J 4. PVC MAINLINE - DEPTH PER SPECS. MAINLINE DEPTH. 1. PVC PIPE LATERAL LINE- SEE PLANS FOR SIZE AND TYPE. 9. BALL VALVE -SEE LEGEND FOR TYPE. 7. SCH 80 PVC T.O.E. NIPPLE -LENGTH AS REQUIRED (2 REQ.) 2. DRIP REMOTE CONTROL VALVE ASSEMBLY. SEE LEGEND FOR TYPE. LANDSCAPE IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE. 5. 45 DEGREE ELBOW, SCH 80 FITTINGS SHALL BE INSTALL SHUTOFF HANDLE 8. FINISHED GRADE. SET TOP OF VALVE BOX %" ABOVE FINISHED GRADE IN TURF 3. USED TO RAISE MAINLINE FOR BALL VALVE PERPENDICULAR TO BOX LID. AREAS, AND 1-1/2" IN SHRUB/GROUND COVER AREAS, NOTES: 4. 9" WIRE STAKES - 5 FEET ON CENTER. WITHIN 12" OF FINISHED GRADE. (QTY. 4 9. CHRISTY'S VALVE STATION # I.D. TAG ATTACHED TO VALVE BONNET BOLT. 5. PVC SCH 40 SxSxT TEE / ELL WITH DRIPLINE INSERT FITTING . REQUIRED 10. PLASTIC RECTANGULAR VALVE BOX WITH 10. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, A. FOR SHRUBS USE PC-XX, PC MODULE SERIES (5.0, 7.0, OR 10.0 GPH PER OUTLET)WITH 6. DRIPLINE INSERT CROSS AND TEE FITTINGS TYP. LOCKING COVER WITH STAINLESS STEEL NUT, AND WASHER. HEAT BRAND "MW ONTO LID. USE TAN IN COLOR FOR D.G. AREAS PC DIFFUSER CAP. INSTALL WITH MODEL PFR/FRA, PRE-ASSEMBLED POLYFLEX RISER 7. TREE ROOTBALL. BOLT AND WASHER. HEAT BRAND "BW AND GREEN IN TURF AREAS. ADAPTER. TRIM POLYFLEX RISER 3"ABOVE FINISHED GRADE AFTER D.G. COMPACTION. 8. DRIPLINE INSERT TEE FITTINGS TYP. ONTO LID. USE TAN IN COLOR FOR D.G. 11. EPDXY-FILLED WATERPROOF CONTROL WIRE CONNECTIONS. SEE LEGEND FOR B. PLACE EMITTERS AT EDGE OF ROOTBALL. ADJUST PER ROOTBALL SIZE; TYPICAL. 9. AUTOMATIC FLUSH VALVE AT END OF RUN IN EACH DIRECTION. AREAS AND GREEN IN TURF AREAS. TYPE. PROVIDE MINIMUM 24"WIRE EXPANSION COILS AT VALVE. D. PLACE EMITTERS PLUMB AND AS CLOSE AS POSSIBLE TO SHRUB ROOTBALL 10. PRESSURE COMPENSATING EMITTER: RAIN BIRD MODEL XERI-BUG XB-20PC. 12. SCH 80 PVC FEMALE ADAPTER(2 REQ.) 11. 1/4" DISTRIBUTION TUBING: RAIN BIRD MODEL DT-025-XX. z NOTES: 13. MASTER CONTROL VALVE. SEE LEGEND FOR TYPE. 12, DIFFUSER BUG CAP: RAIN BIRD MODEL DBC-025 O A. SCH 80, 45 DEGREE ELBOW FITTINGS, SHALL BE USED TO RAISE MAINLINE WITHIN 12" OF FINISHED GRADE. (FOUR REQUIRED) PROVIDE EMITTERS QUANTITIES AND SIZE AS INDICATED ON IRRIGATION MATERIAL LEGEND. NOTE: B. PLACE VALVE BOX IN GROUNDCOVER AND SHRUB AREAS WHENEVER POSSIBLE. NOTES: SHRUB: ' THREADED FITTINGS TYPICAL. A. IN-LINE DRIP TUBING TO BE INSTALLED MINIMUM OF 6" IN DEPTH BELOW SOIL SURFACE. C. USE TEFLON TAPE ON ALL QTY. (1) ONE (5.0 GPH) EMITTER PER "LOW" WATER USE SHRUB. B. ALL 1/4" TUBING SHALL BE BURIED A MINIMUM OF 6" IN DEPTH BELOW SOIL SURFACE, BUG D. VALVE BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. A. USE SCH 80 PVC FITTINGS. QTY. (1) ONE (7.0 GPH) EMITTER PER "LOW - MODERATE" AND "MODERATE" WATER USE SHRUB. CAP SHALL BE PLACED AT GRADE. , INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE - INSTALL VALVE CENTERED IN BOX. B. SET TOP OF VALVE BOX Y2"ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" QTY. (1) ONE (10.0 GPH) EMITTER PER "MODERATE - HIGH"AND "HIGH"WATER USE SHRUB. C. DIAGRAMMATIC DETAIL SHOWING EMITTERS INSTALLED ON INSIDE TREE RING ONLY. ( n E. BOLTDOWN VALVE BOX COVER WITH STAINLESS STEEL BOLT AND WASHER. ABOVE FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. SLOPED AREAS: PLACE EMITTERS ON UPHILL SIDE OF TREE SPACED IN ARC PATTERN �J F. ALL MAINLINE AND VALVE FITTINGS SHALL BE SCHEDULE 80 FITTINGS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL 12"-16" ABOVE ROOTBALL DEPENDING ON STEEPNESS, TO ALLOW WATER TO FLOW D. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ACROSS ROOTBALL FOR MAXIMUM EFFECTIVE WATER USE. "' ABOVE MAINLINE DEPTH. NOT TO SCALE A PALM TREE DRIP LAYOUT NOT TO SCALE Q G BALL VALVE NOT TO SCALE E MASTER VALVE NOT TO SCALE C DRIP EMITTER . PA W 1 . 6 1 12 5' 5' a- Uj ,I1 2 3 ,� 10 % 11 3 Q 7 `� 3 CU i 5 F 4 4 AII 9 �CI d 5 ° I I I I-III BLK � o o ° '�I I-1 8 I WH III II I I- s -III=� I=III- 3 I ° o z 15 $ =III- III- I 8 ° Q 2,. MIN. 2 5 ° ° J 13 16 14 7 Flow � g I REE z° IN. V 0 Q Q ° o 10 6 4"MIN. LEGEND: 6 o SECTION VIEW N 0 11 1 4 1. PVC PIPE MAINLINE -SEE 12 WHITE BACK SECTION VIEW 5 4 LEGEND FOR SIZE AND TYPE. ° ° 0 USE XCZ-PRB-100-COM, (1")CONTROL ZONE KIT FOR DEMANDS LESS THAN 16 GPM USE XCZ-PRB-150-COM, (1-1/2")CONTROL ZONE KIT FOR DEMANDS 16 GPM AND GREATER -10 PIPE DIAMETERS __ � FLOW �_ Di E DIAMETERS-► 2. REMOTE CONTROL VALVE 0- DIMENSIONW 7 SENSOR DIMENSION'S' 11 DRIP ASSEMBLY -SEE LEGEND ° LEGEND: NO VALVES,REDUCERS, = 1 CONTROL WIRES WITH EPDXY-FILLED CONNECTIONS - PROVIDE 24" COIL OF WIRE AT VALVE. _ FOR TYPE. 1. C OR ELBOWS IN THIS AREA ° 10 2. REMOTE CONTROL VALVE - SEE LEGEND FOR TYPE. EXAMPLE: FOR 1.5"FLOW SENSOR: 3. FLUSH VALVE. SEE LEGEND 3. BASKET FILTER. DIMENSION(A)=MINIMUM 151, 2 FOR TYPE. 9 PLAN VIEW 4. PVC SCH 40 MALE ADAPTER. (2 REQ. FOR 1"VALVE) (4 REQ. FOR 1-1/2" VALVE) DIMENSION (B)=MINIMUM 7.5" LU 5. PVC SCH 80 NIPPLE - LENGTH AS REQUIRED, TYPICAL LEGEND: 6. PLASTIC RECTANGULAR VALVE BOX WITH LOCKING COVER , USE STAINLESS BOLT, NUT, AND I 4. BACKBONE PVC PIPE LATERAL F LEGEND: - SEE LEGEND FOR TYPE. r n , WASHER. HEAT BRAND "RCV" & CONTROLLER STATION NUMBER ONTO LID. USE TAN IN COLOR 1. PLASTIC RECTANGULAR VALVE BOX WITH 7. PVC MAINLINE TO MASTER VALVE -SEE LEGEND I �+ J FOR D.G. AREAS AND GREEN IN TURF AREAS. BOLT DOWN COVER, USE STAINLESS BOLT FOR TYPE, SIZE PER PLAN. 1. PVC PIPE LATERAL LINE -SEE PLANS FOR SIZE AND TYPE. 5 7. FINISHED GRADE -SET TOP OF VALVE BOX y"ABOVE GRADE IN TURF AREAS AND 2"ABOVE NUT AND WASHER- HEAT BRAND "FS" 8. SCH 80 REDUCER COUPLING -SIZE PER MAINLINE . SHRUB EMITTER (TYPICAL), 2. DRIP REMOTE CONTROL VALVE ASSEMBLY. SEE LEGEND FOR TYPE. GRADE IN SHRUB/GROUND COVER AREAS. ONTO LID. USE TAN IN COLOR FOR D.G. AND FLOW SENSOR (2 REQUIRED). I REFER TO DRIP EMITTER 3. LANDSCAPE IN-LINE DRIP TUBING -SEE LEGEND FOR TYPE. Q 8. PVC LATERAL LINE TO DRIP SYSTEM. AREAS AND GREEN IN TURF AREAS. 9. 1" SCH 40 PVC WIRE CONDUIT WITH SWEEP I DETAIL 4: 9" WIRE STAKES -5 FEET CENTER. 9. NOMINAL SIZE SOLID BRICK -4 REQUIRED, ONE AT EACH CORNER OF VALVE BOX. 2. FLOW SENSOR -SEE LEGEND FOR SIZE ELBOW TO CONTROLLER LOCATION. 5. PVC SCH 40 S TEE/ ELLWITH DRIPLINE INSERT FITTING . 6. PVC PIPE DRIP LATERAL- SEE 6. DRIPLINE INSERTRT CROSS AND TEE FITTINGS TYP. 10. PEA GRAVEL -MINIMUM 4" DEPTH. AND TYPE. 10. FINISHED GRADE. SET TOP OF VALVE BOX Y" LEGEND FOR TYPE. 11. LANDSCAPE FABRIC. 3. MAINLINE -SIZE PER FLOW SENSOR, ABOVE GRADE IN TURF AREAS AND 1-1/2"ABOVE 7. TREE ROOTBALL. 12. PVC SCH 80 NIPPLE (2" LENGTH, HIDDEN)AND PVC SCH 40 ELL. LENGTH AS REQUIRED. GRADE IN SHRUB/GROUNDCOVER AREAS. 8. DRIPLINEEINSERT TEE FITTINGS TYP. T 7. 13. PVC MAINLINE - DEPTH PER SPECIFICATIONS. 4. NOMINAL SIZE SOLID BRICK (4 REQUIRED, 11. EPDXY-FILLED WATERPROOF CONTROL WIRE 1 AIR RELIEF VALVE. SEE 9. .AUTOMATIC FLUSH VALVE AT END OF RUN IN EACH DIRECTION. 14. PVC SCH 80 NIPPLE. (LENGTHS REQUIRED) ONE AT EACH CORNER). CONNECTIONS -SEE LEGEND FOR TYPE. 1 LEGEND FOR TYPE. 10. PRESSURE COMPENSATING EMITTER: RAIN BIRD MODEL XERI-BUG XB-20PC. n 15. PVC SCH 80 ELL. 5. LANDSCAPE FABRIC. PROVIDE MINIMUM 24" WIRE EXPANSION COILS AT I 11. 1/4" DISTRIBUTION TUBING: RAIN BIRD MODEL DT-025-XX. `"`� 0 16, CHRISTY'S VALVE STATION # I.D. TAG ATTACHED TO VALVE BONNET BOLT. 6. PEA GRAVEL - MINIMUM 4" DEPTH. FLOW SENSOR. I 12: DIFFUSER BUG CAP: RAIN BIRD MODEL DBC-025 ♦ ^ NOTES: NOTE: v A. INSTALL FLOW SENSOR PER MANUFACTUR'S RECOMMENDATIONS. 1 A. IN-LINE DRIP TUBING TO BE INSTALLED MINIMUM OF 6" IN DEPTH BELOW SOIL SURFACE. 7 NOTES: L A. USE SCH 80 PVC FITTINGS ON UPSTREAM PRESSURE SIDE OF VALVE. B. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. A B. ALL 1/4" TUBING SHALL BE BURIED A MINIMUM OF 6" IN DEPTH BELOW SOIL SURFACE, BUG _ F CAP SHALL BE PLACED AT GRADE. B. USE SCH 40 PVC FITTINGS ON NON-PRESSURE SIDE OF VALVE. C. INSTALL FLOW SENSOR CABLE WITHIN 1" SCH 40 PVC CONDUIT AND WIRE C. SET TOP OF VALVE BOX %" ABOVE FINISHED GRADE IN TURF AREAS AND 1-1/2" ABOVE TO CONTROLLER. C. DIAGRAMMATIC DETAIL SHOWING EMITTERS INSTALLED ON INSIDE TREE IN D. SLOPED AREAS: PLACE EMITTERS ON UPHILL SIDE OF TREE SPACED IN ARC PATTERN FINISHED GRADE IN GROUNDCOVER AND SHRUB AREAS. D. USE SCH 80 PVC FITTINGS. D. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. E. SET TOP OF VALVE BOX 1/2"ABOVE FINISHED GRADE IN TURF AREAS AND PLAN VIEW 12"-16" ABOVE ROOTBALL DEPENDING ON STEEPNESS, TO ALLOW WATER TO FLOW E. INSTALL 45 DEGREE ELLS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION ABOVE 1-1/2"ABOVE FINISHED GRADE IN GROUND COVER AND SHRUB AREAS. ACROSS ROOTBALL FOR MAXIMUM EFFECTIVE WATER USE. Q/ ' LATERAL LINE DEPTH. NOT TO SCALE O Q VALVE NOT TO SCALE F) FLOW SENSOR NOT TOSCALED TYPICAL DRIP EMITTER LAYOUTNOTTOSCALE B TREE DRIP LAYOUT DRIP REMOTE CONTROL _ Jams JZ� Z Q �F-- o These plans have been reviewed by the Coachella Valley Water �NATEJR District in accordance with Cal'rfomia Government Code. Section � w 65591 et seq. requiring efficient landscape and irrigation design in Q cooperation with the local governing agency (City or County). Q � � a- Approval of this drawing by CVWD staff does not constitute approval L . ._ O/ST IC to encroach into district and USBR Right-of-Way Trees,plants, UNDERGROUND SERVICE walls and permanent structures of any kind may not be planted or ALERT installed in CVWD and USBR easements or Right-of-Way without "�"N - SEE SHEET L4.1 CALL: TOLL FREE FOR LANDSCAPE IRRIGATION PLANS first obtaining an encroachment permit from C=D. FOR LANDSCAPE IRRIGATION LEGEND & NOTES - SEE SHEET L5.1 -- "�27A 1-800-422-4133 W FOR LANDSCAPE IRRIGATION CALCULATIONS - SEE SHEET L5.2 -- - - DATE r Management Supervisor TWO WORKING DAYS BEFORE YOU DIG � FOR LANDSCAPE IRRIGATION DETAILS SEE SHEETS L5.3 L5.4 FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET CVWD Plan# reveTopment Se ces upervisor L50 3 L39510 2 P . i- r 7'26 11 ............... 3 2" IN. I IH III . . .......................... ............. . ....... ............. El I FE-1III-1 IA I�i'vliV'Aih AV�Xlk N 7!16 12 - . ...... . ....... ............ r ..... ...... 2 MIN. I M I I 1=1 - ..-. _- .. - III 111=1 4 ......................... ....... a 8,'2 12 - R A . ....... .......... ........ 4" MAX. 8L LEGEND: IE]I ...... ..... I I 1��I I F .... ...... =I I IEd I M ...... Ed I I= 711 1=1 I .............. ............. 1 LOW VOLTAGE WIRES -SEE I M I 1EA I I-- . . . . ............. .. . . . ............... . ..... 2"'MIN. EI I 7 LEGEND FOR SIZE AND TYPE. HI I M 1111 ..... .... ...... ........... . . ......... IE 14 I lEd I I-- El I MI I 5 4 �d I F�d I ....... 2. POLY TUBE PRE-FILLED WITH ... ... ...... ...... ..... .... ..... .......... WATERPROOF GEL -SEE LEGEND E�d I F9 I I_-- . 4.. 4... 13 5 FOR TYPE. . .................................... IHEI I MI 11:SECTION VIEW 6 12 T 4"MIN, LEGEND: 3. WIRE CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF Y2" OF THE 1. DRIP SYSTEM AIR RELEASE VALVE, SEE LEGEND FOR TYPE. INSTALLED INSULATION PRIOR TO INSERTION ILISECTION VIEW ON SCH. 40 PVC THREADED COUPLING WITH A 3/4" SCH, 80 NIPPLE, INTO THE CONNECTOR. TWIST LENGTH AS REQUIRED TO LOCATE VALVE 2" FROM TOP OF VALVE BOX, 3CONNECTOR ONTO WIRES TO SEAT 12 FIRMLY. DIMENSION A B 2. 6" PLASTIC ROUND VALVE BOX, HEAT BRAND "ARV" ONTO LID. 3/4"TO 3" IN SIZE 12" is., 3. FINISHED GRADE. 9 8 7 SECTION VIEW 4"TO 6" IN SIZE 18" 24" 4. PVC PIPE FROM DISCHARGE HEADER, 1/2" SCH 40, LENGTH AS SECTION VIEW REQUIRED. LEGEND: LEGEND: 5. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED -EQUALLY 1. REMOVABLE QUICK COUPLER KEY ASSEMBLY 9. PVC SCH 80 TEE OR ELL SPACED). 1. FINISHED GRADE. CONNECTION. KEY MUST CLEAR VALVE BOX, AS 10. BRASS NIPPLE, 6" MINIMUM LENGTH 2. CLEAN COMPACTED BACKFILL. SHOWN. 11. NOMINAL SIZE SOLID BRICK SUPPORTS 6. LANDSCAPE FABRIC. 3. UNDISTURBED SOIL. 2. 10" PLASTIC ROUND VALVE BOX. HEAT BRAND (3 MINIMUM REQUIRED -SPACED 4. PVC LATERAL LINE -SEE LEGEND FOR TYPE. "QCV" ONTO LID. USE TAN IN COLOR FOR D.G. EQUALLY). NOTES: 5. PVC MAINLINE -SEE LEGEND FOR TYPE. AREAS AND GREEN IN TURF AREAS. 12. BRASS ELL -2 REQUIRED. 7. PEA GRAVEL -MINIMUM 4" DEPTH. 6. CONTROL WIRES. 3. FINISHED GRADE. 13. BRASS NIPPLE, LENGTH AS REQUIRED. 8. PVC SCH 40 ELBOW (SxT) OR TEE , 3/4" SIZE WITH 3/4"x 112" SCH 40 PVC A. ALL WIRE CONNECTIONS SHALL INCLUDE A WIRE NUT CONNECTOR 4. STAINLESS STEEL CLAMP -2 REQUIRED. 14. QUICK COUPLING VALVE WITH SLIP BUSHING. AND A POLY TUBE PRE-FILLED WITH WATERPROOF SEALING GEL. 5. PEA GRAVEL - MINIMUM 4" DEPTH. LOCKING COVER -SEE LEGEND FOR z 6. LANDSCAPE FABRIC. TYPE. B. DIRECT BURY SPLICE KIT MODEL#SA 101 SHALL BE USED TO 7. #4 REBAR - 36" MINIMUM LENGTH. O NOTES: ELECTRICALLY CONNECT 2 -#14 AND/OR 1 -#18 PRE-STRIPPED NOTES: 8. PVC MAINLINE -SEE LEGEND FOR TYPE. A. USE SCH 40 PVC 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. SHALL REQUIRE MODEL#COPPER WIRES. LARGER WIRES A LARGER WIRE CONNECTOR.OR GREATER QUANTITIES OF WIRES A. LINES MUST HAVE MINIMUM CLEARANCE OF 4" FROM EACH OTHER AND 24" FROM NOTES: B. SET TOP OF VALVE BOX 1-1/2" ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB SA102, OTHER TRADES. A. USE SCH. 80 PVC 45 DEGREE ELLS TO TRANSITION TO MAINLINE DEPTH. < AREAS,AND 1" ABOVE FINISHED GRADE IN TURF AREAS. B. RUN WIRING UNDER MAINLINE. TAPE AND BUNDLE @ 10' O.C. B. SET TOP OF VALVE BOX 1-1/2"ABOVE FINISHED GRADE IN MULCH OR GROUNDCOVER C. USE TEFLON TAPE ON ALL THREADED FITTINGS,TYPICAL. C. TIE A 24" LOOP IN ALL WIRING AT CHANGES IN DIRECTION. /SHRUB AREAS, SET Y2" ABOVE FINISHED GRADE IN TURF AREAS. D. INSTALL AIR RELIEF VALVE 18" FROM PAVING. D. CONTRACTOR MUST ADJUST MAINLINE AROUND ALL STREET LIGHT LOCATIONS. C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL, [yo U) O DRIP AIR RELIEF VALVE NOT TOSCALE WIRE CONNECTION NOT TO SCALE PIPE INSTALLATION NOT TO SCALE (D QUICK COUPLER VALVE NOT TO SCALE < Uj [-- FRONT VIEW 0 Uj F---- I < 0 �0001 2 3 1 1 1 2' 6' MAX. MI I IEI .... ............... . 10 .. ................... .. 9 I I IEI " L17'' I I _ III- 2 Q .36 Tj 3 8 40 8 Ij III 1 12 4 6 SECTION VIEW Q3 A 6 N Co CN AZ LEGEND: N I 1. ROAD PAVING. 6. WIRE SLEEVE. 10 6 18 2. UNDISTURBED SOIL, 7. 6" DIAMETER OR GREATER SCH 40 PVC PIPE. LEGEND: SECTION VIEW 3. SAND BACKFILL. 1. ET SYSTEM SENSOR. Uj SECTION VIEW 8. 3" -5-1/2" DIAMETER SCH 40 PVC PIPE. 2. GALVANIZED PIPE CAP. U) LEGEND: 4. SCHEDULE 80 PVC PIPE. 3. 12' x 2" GALVANIZED MOUNTING PIPE. 9. LESS THAN 3" DIAMETER SCH 40 PVC 4. POURED CONCRETE BASE . Uj 1. 6" PLASTIC ROUND VALVE BOX- HEAT BRAND "FV" ONTO LID. USE TAN IN COLOR FOR 5. 6" DIAMETER OR GREATER SCH 80 PVC PIPE. 5. 3" PVC CONDUIT WITH SWEEP ELL FOR DIRECT BURIAL CONTROL WIRES TO CONTROL VALVES D.G. AREAS AND GREEN IN TURF AREAS. PIPE. 6. 1" PVC CONDUIT SWEEP FOR FLOW SENSOR CABLE. 0 2. FINISHED GRADE. 10. CLEAN COMPACTED BACKFILL. 7. 1" PVC CONDUIT SWEEP FOR 120 VAC POWER FROM METERED SOURCE. 3. SCH 40 PVC PIPE EXHAUST HEADER FROM DRIP TUBING. 8. ET SYSTEM MODULE. 75; 4. PVC LATERAL (OR EXHAUST HEADER). 11. PAVING (NON-ROAD), 9. CONTROLLER ASSEMBLY-SEE LEGEND FOR TYPE. 5. PEA GRAVEL -2.5 CUBIC FEET MINIMUM. 10. (1)5/8"X 8' COPPER GROUND ROD MINIMUM W/#10 GROUND WIRE AND CLAMP. INSTALL INSIDE A 10" 6. NOMINAL SIZE SOLID BRICK SUPPORTS (3 REQUIRED - EQUALLY SPACED). ROUND VALVE BOX- GROUND ROD TO BE LOCATED WITHIN 15' OF CONTROLLER. CONTRACTOR < 7. LANDSCAPE FABRIC. NOTES: SHALL INSTALL ACTUAL GROUNDING EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. n 8. S XY2" SCH. 40 PVC 90 DEGREE ELL (SIZE AS REQUIRED). 11. WATER PROOF EPDXY SEALANT AT CONTROLLER BASE. 9. AUTOMATIC DRIP FLUSH VALVE-SEE LEGEND FOR TYPE. A. SLEEVES UNDER PAVING (NON-ROADS)SHALL BE TWICE THE DIAMETER OF THE 12. POURED CONCRETE BASE - 6" MINIMUM THICKNESS - EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF 0 PIPE OR WIRE BUNDLE CARRIED. LESS THAN 3" DIAMETER = 18" COVER, 3" - 5-1/2" ENCLOSURE WITH Y2% SLOPE FOR DRAINAGE - SLOPE EDGES TO DRAIN AWAY FROM CONTROLLER. NOTES: DIAMETER = 24" COVER, 6" DIAMETER OR GREATER = 36" COVER-SCH 40 PVC PIPE. NOTES: 7F < A. USE 45 DEGREE ELLS TO TRANSITION TO DRIPLINE HEADER DEPTH. B. SLEEVES UNDER ROADS SHALL BE TWICE THE DIAMETER OF THE PIPE OR WIRE A. INSTALL CONTROLLER AND ET SENSOR AS PER MANUFACTURER'S >RECOMMENDATIONS >- AND CITY REQUIREMENTS. B. SET TOP OF VALVE BOX 1-1/2"ABOVE FINISHED GRADE IN GROUNDCOVER/SHRUB BUNDLE CARRIED. 6" DIAMETER OR LESS = 36" COVER, 6" DIAMETER OR B. MOUNT ET SENSOR WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, AREAS,AND Y2"ABOVE FINISHED GRADE IN TURF AREAS. GREATER = 48"COVER - SCH 40 PVC PIPE. BUT NOT IN AN AREA THAT COULD BE VANDALIZED. VERIFY EXACT LOCATION IN C. USE TEFLON TAPE ON ALL THREADED FITTINGS, TYPICAL. FIELD WITH OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. o-00 :D AUTOMATIC DRIP FLUSH VALVE NOT TO SCALE NOT TO SCALE NOT TO SCALE 00 <�( SLEEVE INSTALLATION CONTROLLER ET SYSTEM Jam" J. 0 U n citure Lij lr*08107112 U) < LLI These plans have been reviewed by the Coachella Valley Water %NATE& District in accordance with California Government Code. Section 65591 et seq. requiring efficient landscape and irrigation design in < cooperation with the local governing agency (City or County). < Approval of this drawing by CVWD staff does not constitute approval UA UNDERGROUND SERVICE 4D/STRI to encroach into district and USBR Right-of-Way. Trees,plants, ALERT walls and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right-of-Way without CALL: TOLL FREE FOR LANDSCAPE IRRIGATION PLANS SEE SHEET L4.1 first obtaining an encroachment permit from C"VD, 1-800-422-4133 FOR LANDSCAPE IRRIGATION LEGEND & NOTES - SEE SHEET L5.1 FOR LANDSCAPE IRRIGATION CALCULATIONS - SEE SHEET L5.2 1A TWO WORKING DAYS BEFORE YOU DIG FOR LANDSCAPE IRRIGATION DETAILS - SEE SHEETS L5.3 - L5.4 DATE VNWr Management Supervisor FOR LANDSCAPE SPECIFICATIONS - SEE SEPARATE BOOKLET CVWD Plan# reve TopmentSenec'estupervisor L5 . 4 MIN. SIZE! RE%ISM`~"' (E) — SYMBOL BOTANICAL/COMMON NAME SPACING HYDROZONE QTY PROPOSED PLANT LEGEND 7?7:'11 - F! .'• ::•• RL !� SHRUBS AND GROUNDCOVER f II�� J BOTANICAL/ HYDROZONE • I I SYMBOL COMMON NAME MIN. SIZE FACTOR QTY 7/26 11 BOUGAINVILLEA'00-LA-LA'/ 1 GAL. / MODERATE 14 BOUGAINVILLEA 8' O.C. (0.5) TREES NOTE: CONTRACTOR IS REQUIRED 5r'7 12 nG_T -' I - '_-_. -� A ` TO PULL AN ENCROACHMENT CAESALPINIA GILLIESII / 5 GAL. / MODERATE 21 7/16'12 r,G LA • ff I PERMIT FOR WORK WITHIN THE \\ YELLOW BIRD OF PARADISE 8' O.C. (0.5) CERCIDIUM HYBRID 'AZT'/ 36" BOX LOW 5 8;2 12 ram_ L; L. . (E) I I RIGHT-OF-WAY. ❑ AZT PALO VERDE (0.2) CHRYSACTINIA MEXICANA/ 1 GAL. / LOW 26 • — — 0 DAMIANITA 2' O.C. (0.2) I O DALEA FRUTESCENS 'SIERRA NEGRA' / 5 GAL./ MODERATE 19 CHAMAEROPS HUMILIS / 36" BOX MODERATE 2 I, I BLACK DALEA 6' O.C. (0.5) MEDITERRANEAN FAN PALM 3-TRUNK (0.5) I DECOMPOSED GRANITE MULCH 'BAJA GOLD' -SEE NOTE BELOW EREMOPHILA MACULATA`VALENTINE' / 5 GAL. / LOW 23 VALENTINE EREMOPHILA 6' O.C. (0.2) OI I DENOTES SOIL SAMPLE LOCATION - REFER TO NOTE 'H' OF PLANTING NOTES, HESPERALOE PARVIFLORA/ 1 GAL./ LOW 39 SHEET L7.1, FOR ADDITIONAL INFORMATION: O RED YUCCA 3' O.C. (0.2) TIPUANA TIPU / 36" BOX MODERATE 2 R TIPU TREE (0.5) A NOTES: LANTANA'NEW GOLD'/ 5 GAL. / MODERATE 26 - • • I ALL TREES 36" BOX AND LARGER SHALL BE TAGGED BY LANDSCAPE ARCHITECT. • LANTANA 6' O.C. (0.5) Y 1. ALL OTHER TREES SHALL BE REVIEWED PER PLANTING NOTE W, SHEET L7.1. NOTE: ALL TREES (EXCLUDING PALMS) ARE TO BE SINGLE TRUNK, SINGLE LEADER. ALL LOWER -- LEUCOPHYLLUM C. 'THUNDER CLOUD'/ 5 GAL. / LOW 20 BRANCHES(ABOVE ROOTBALL)ARE TO REMAIN INTACT TO DEVELOP TRUNK CALIPER. NO RAISED \ I ALL PLANTER AREAS SHALL RECEIVE A MINIMUM 2" LAYER OF DECOMPOSED VIOLET SILVERLEAF 5' O.C. (0.2) CANOPIES WILL BE ALLOWED.0 GRANITE MULCH, COLOR'BAJA BROWN'. DECOMPOSED GRANITE TO BE 3/8" : - • { MINUS WITH 11% FINES WETTED AND COMPACTED TO A FINAL 2" DEPTH. LEUCOPHYLLUM F. 'GREEN CLOUD' / 5 GAL./ LOW 6 - (E) TEXAS SAGE 8' O.C. (0.2) ALL PLANT LOCATIONS SHALL BE REVIEWED AND APPROVED BY LANDSCAPE \� ARCHITECT PRIOR TO INSTALLATION. PLANTS SHALL BE PLACED IN THEIR MUHLENBERGIA C. 'REGAL MIST' / 1 GAL. / MODERATE 25 R.O.W. I INTENDED LOCATIONS WHILE STILL IN THEIR CONTAINERS / BOXES. ❑ PINK MUHLY T O.C. (0.5) 0 LINE *I { ALL PLANTS /TREES ARE SUBJECT TO REJECTION OR APPROVAL BY CITY RUSSELIA EQUISETIFORMIS / 5 GAL. / MODERATE 14 LANDSCAPE INSPECTOR. CORAL FOUNTAIN 8' O.C. (0.5) ALL SHRUBS TO BE A MINIMUM OF TOFF OF HARDSCAPE SENNA NEMOPHYLLA/ 5 GAL. / LOW 15 ■ BUSHY SENNA 6' O.C. (0.2) BUILDING CO I E \� I J — - - - - — - - - — r { F_ _ i - 7n77 `� z • { I I • Ej I .� W • 0 W l z i OUTDOOR , h CL W I (E DINING AREA cE) \\ \` i Q cE) ^ I El EXISTING TREES TO REMAIN J cE I Cl l LE EN ❑ i BUILDING ^ ❑ n O. . 0 z SYMBOL BOTANICAL/ COMMON NAME ^ I ■ ■ I ° O I (- - - - - I EXISTING .: -- MARKED WITH AN ( RE TO BE ING TREES MARK E � I E)A { ) p I (E) PROTECTED IN PLACE. (J J • Q { • I- E) MEDITERRANEAN FLAN PALM I I (E � n n ^ E) I I __ __ _ _ _._._,_•� • -- - SOIL CHILOPSIS LINEARIS I � - I � (E) ( I SAMPLE DESERT WILLOW LOCATION (E) {E), n ( Uj { I LLE BUILDING ® i (E) (E) • f.. I • • CALIFORNIA SCHINUS PEPPERTREE LU I � 0 I 3 i g E ❑ (E) i O (E) El { SYAGRUS ROMAZOFFIANUM / I { (E) QUEEN PALM Q— I � � •m. I nEl .O A �• ❑ I WASHINGTONIA FILIFERA/ (E) ^ I (E) CALIFORNIA FAN PALM � - - I y i ,: ❑ I z I g Y I WASHINGTONIA ROBUSTA/ I I ^ (E) MEXICAN FAN PALM { { (E) E { I { ¢ g I NOTE: TREES, PLANTS, WALLS, (E) I O E L _ _ i ; _ I SIDEWALKS AND PERMANENT O 0 Q — — _ ..O ; 0 I STRUCTURES OF ANY KIND SHALL NOT J U U omp J. �• ,,. 0 -- - BE PLANTED, INSTALLED OR BUILT IN 0 - --o- - -- -- __ __ — _ __ -- o- - - - - - � - - --� I z E O !-- 0 CVWD AND USBR EASEMENTS OR LlJ (Y n r• 08107112 > - B . g 0 � RIGHT-OF-WAY WITHOUT FIRST W \ \ \\ \ \ — OBTAINING AN ENCROACHMENT (got•) W R.O.W. \ \ . - = - - - - - - - - - �— _ \` — - - - - - - - — — - - - - - - c ) . - . 0 E) - - FROM CVWD — E [] LINE (E) These plans have been reviewed by the Coachella Valley Water z O MATE District in accordance with Califomia Government Code. Section —� 0 65591 et seq. requiring efficient landscape and irrigation design in W Q BUILDING cooperation with the local governing agency (City or County). U 11 Approval of this drawing by CVWD staff does not constitute approval NOTIFY DIG ALERT, A FREE 4)/S7�F�1' '°�t to encroach into district and USER Right-of-Way. Trees,plants, - 12 walls and permanent structures of any kind may not be planted or s PUBLIC SERVICE PROVIDED installed in CVWD and USBR easements or Right-of-way without r� first obtaining an encroachment permit from C"VD. BY UNDERGROUND SERVICE - _ - � � <s ALERT OF SOUTHERN !f7 CALIFORNIA 811 PRIOR TO =Y FOR PLANTING DETAILS & NOTES — SEE SHEET L7. 1 O DATE rManagementSupervisor • FOR LANDSCAPE SPECIFICATIONS — SEE SEPARATE BOOKLET ANY EXCAVATION TWO WORKING DAYS BEFORE YOU DIG 0 5 10 20 30 1CVWD Plan## eve opment Se ces upervisor 1 L60 R� qY PLANTING NOTES PREVAILING WIND T7 11 _ A. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. B. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE AND THE CITY INSPECTOR 48 HOURS PLAN VIEW PRIOR TO COMMENCEMENT OF WORK TO COORDINATE PROJECT INSPECTION SCHEDULES. 7'16 12 �G, - PLAN • • • • 8 2 12 - CE_"' _ z-LA C. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY / Qv LEGEND: FROM THOSE SHOWN ON PLAN. — • • • • • • !�� / i r 1. BLACK RUBBER"CINCH-TIE" (4 TYP.), PER SPECIFICATIONS. ATTACH WITH ROOFING NAILS. D. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTION SHALL EQUAL k 2. LODGE POLE PINE STAKE (2 TYP.), PER BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR SPECIFICATIONS. KEEP CLEAR OF ROOTBALL AND DO ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. NOT ALLOW TO EXTEND INTO TREE CANOPY. USE 2" NOTES DIA. X 10' STAKES FOR TREES 24" BOX AND SMALLER, AND 3" DIA. X 10' STAKES FOR TREES 36" BOX E. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM A. ALL SHRUBS/GROUND COVERS SHALL BE PLANTED THROUGH 48" BOX. DAMAGE. NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED INDICATED ON PLANS. SEE LEGEND FOR SPACING 7 3, WATERING BASIN, 3" MINIMUM DEPTH. UTILITIES. REQUIREMENTS. go '—, 4. FINISHED GRADE. _ F. LOCATION OF N.J.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, 8 4 5. BACKFILL WITH NATIVE SITE SOIL, AMENDED PER Tom,TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SOILS REPORT RECOMMENDATIONS. ANY AND ALL SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. I� AMENDMENTS SHALL BE FROM COMPOSTED GREEN SHRUB & GROUNDCOVER SPACING NOT TO SCALEWASTE. G. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. —III III SHOULD IMPORT SOIL BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL o I 6. EXISTING UNDISTURBED NATIVE SOIL. PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR 1 _ �� 7. SET TOP OF CROWN AT FINAL GRADE. II ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. — I I_I�I I I�I I�I I I I I I III. .III III—III=III II I 8. ADJACENT HARDSCAPE (WHERE OCCURS). H. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES EE SPEC. 6 �_ TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION & HAVE SAMPLES TESTED BY JIM i X DIAMET R NOTE: MAINTAIN TURF 12" CLEAR FROM BASE OF TRUNK. 1 SURABIAN, (760)200-4498, OR SIMPLOT PARTNERS, (760) 837-0040, FOR SOIL FERTILITY, TAKE TWO OF ROOTBALL NO ROOTBOUND OR SPIRAL ROOTS. SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10" DEEP, (2)24"TO 36" DEEP. EACH 1 I 1 SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND SECTION LLJ DEPTH. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THESE 0 RECOMMENDATIONS ONLY UPON RECEIPT OF WRITTEN CHANGE ORDER FROM THE OWNER. SUBMIT SOIL REPORT TO LANDSCAPE ARCHITECT PRIOR TO PLANTING. ANY AND ALL RECOMMENDED BACKFILL MIXES TO BE FROM A COUNTY CERTIFIED GREEN WASTE FACILITY. A TREE PLANTING & STAKING NOT TO SCALE BACKFILL TO BE COMPOSTED GREEN WASTE. I. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. Z J. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. 1 K. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL PRIOR TO INSTALLATION. PROVIDE PHOTOS OF REPRESENTATIVE EXAMPLES OF 2 ' ' I EACH TAGGED BLOCK TO LANDSCAPE ARCHITECT MINIMUM 21 DAYS BEFORE ANTICIPATED W DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES. LANDSCAPE ARCHITECT 7 3 ^ MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE SITE MAY (—(� BE REJECTED BASED ON UNHEALTHY APPEARANCE OR NON-CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT OR THE I I II I II I I ROOTBALL = 4 ( 1 OWNER. U). L. ALL TREES TO BE SINGLE TRUNK, SINGLE LEADER, AND LOWER BRANCHES (6" FROM ROOTBALL I 1 (—III-I I Ia I ^ I= Q AND ABOVE) SHALL BE INTACT- NO RAISED CANOPIES. _ I=� ( �=I I (=I 2 X DIA. M. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE OF ROOTBALL 6 OWNER'S AUTHORIZED REPRESENTATIVE AND TO THE APPROVAL OF THE CITY. LEGEND N. PLANTING QUANTITIES ARE GIVEN FOR CONVENIENCE ONLY. PLANT SYMBOLS AND SPECIFIED 1. ONE THROUGH FIVE GALLON SIZE CONTAINER PLANT SPACING SHALL TAKE PRECEDENCE. 2. PERMANENT WATERING BASIN - MINIMUM 4" DEPTH. REMOVE BASIN O. AT EDGES OF PLANTING AREAS, THE CENTER LINE OF THE LAST ROW OF SHRUBS AND/OR AFTER MAINTENANCE PERIOD. GROUND COVER SHALL BE LOCATED NO FARTHER FROM THE EDGE THAN ONE-HALF THE 3. FINISH GRADE SPECIFIED ON CENTER SPACING. 4. BACKFILL WITH NATIVE SITE SOIL, AMENDED PER SOILS REPORT 11-000 P. INSTALL GROUND COVER AND/OR SHRUBS WITH TRIANGULAR SPACING UNLESS OTHERWISE RECOMMENDATIONS. ANY AND ALL AMENDMENTS SHALL BE FROM W INDICATED. COMPOSTED GREEN WASTE, WATER SETTLE SO THAT PLANT DOES NOT SINK AFTER PLANTING. ' '0 Q. ALL CURVE TO CURVE AND CURVE TO TANGENT LINES SHALL BE NEAT, TRIM, SMOOTH AND 5. ROOTBALL OF PLANT- MUST NOT BE ROOTBOUND. LOOSEN ANY W UNIFORM, TIGHT-PACKED ROOTS. Q R. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON 6. EXISTING SOIL PROVIDING SUPPORT PER PLAN. 7. TOP OF ROOTBALL TO BE AT FINAL GRADE. 1 S. DURING THE LENGTH OF THE GUARANTEE PERIOD, BE RESPONSIBLE FOR PROPER STAKING OF TREES TO ENSURE STABILITY IF NEEDED. CB) SHRUB PLANTING NOT TO SCALE n 0 T. CONTRACTOR SHALL REPLACE ANY EXISTING PLANT MATERIAL WHICH IS DAMAGED BY (D CONSTRUCTION OPERATIONS. REPLACEMENT PLANT MATERIAL MUST BE OF MATCHING t SPECIES, INSTALLED FROM THE FOLLOWING MINIMUM SIZE: 15-GALLON TREE, 1-GALLON SHRUB, FOR LANDSCAPE PLANTING PLANS, SEE SHEET L6.1 z Q FLATTED GROUNDCOVER AND SODDED TURF. FOR LANDSCAPE SPECIFICATIONS, SEE SEPARATE BOOKLET. Of 00 < Jump J. R- z y W n �^ < W / 08107I12 V J � (Date) � W 0 _ These plans have been reviewed by the Coachella Valley Water EATER District in accordance with California Government Code. Section W _1 65591 et seq. requiring efficient landscape and irrigation design in Q cooperation with the local governing agency (City or County). < U a- Approval of this drawing by CVWD staff does not constitute approval NOTIFY DIG ALERT, A FREE 40/STR 1 ' to encroach into district and USBR Right-of-Way. Trees, plants, t2 walls and permanent structures of any kind may not be planted or SCALE o PUBLIC SERVICE PROVIDED installed in CVWD and USER easements or Right-of-Way without AS SHI)WN BY UNDERGROUND SERVICE first obtaining an encroachment permit from CVWD. DRAWN RS ALERT OF SOUTHERN JOB 11 CALIFORNIA, @ 811 PRIOR TO 12 7 ANY EXCAVATION DATE VNWrManagementSuper-visor TWO WORKING DAYS BEFORE YOU DIG CVWD Plan# oeverop=mente ces tupervisor L7 , 1