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FLP 2018-0006 Floresta Model Home Landscape Plans (01.24.2019)
' ' LANDSCAPE CONSTRUCTION DOCUMENTS FOR: fLORESTA -JR 36762 ' ,., ' ;'' '' . ' ' ' , VICINITY' MAP SITE MAP / ~,,, .. FRED WARING DIL_r _ ,.,, .. •,~·~, "",~---+----- AVENUE48 AVENUE 50 AVENUE 52 ~ . I I I -- ...: '< ·-· Know wllat~ below. Call811beloreyoudig ...: ti V) 0 "' z ~ w z w "' 0 0 "' "' :::> 1!: "' l2 "' ~ z (.) z IU 0 ~ < < N.T.S. ::;: ~ > GENERAL NOTES 1. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133 BEFORE START OF CONSTRUCTION (2 WORKING DAYS OR 48 HOURS). 2. CONTRACTOR SHALL VERIFY EXISTING LOCATION OF UTILITIES AS NECESSARY TO IDENTIFY LOCATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, SERVICES, STRUCTURES, AND FEATURES PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL REPAIR, AT HIS OWN EXPENSE ALL DAMAGE RESULTING FROM HIS OPERATIONS. 3. ALL2:1 SLOPES 3 FEET IN VERTICAL HEIGHT AND ABOVE SHALL BE PLANTED AND IRRIGATED 4. EROSION CONTROL MEASURES, IN ADDITION TO THOSE SHOWN ON THE PLANS. SHALL BE REQUIRED DURING THE RAINY SEASON FROM OCTOBER 1 TO APRIL 30 PER THE COUNTY LANDSCAPE ARCHITECT'S AND COUNTY ENGINEER'S DIRECTION. THE CONTRACTOR SHALL PROVIDE COPIES OF ALL SOIL AMENDMENT DELIVERY TICKETS UPON REQUEST AT THE FINAL INSPECTION. 5. CONTRACTORS ON THE JOB SHALL CARRY INSURANCE SATISFACTORY TO THE OWNER AND PROVIDE PROOF OF CERTIFICATION UPON REQUEST. THIS POLICY SHALL NOT LAPSE OR BE CANCELED AT ANYTIME DURING PROJECT CONSTRUCTION. 6. THE CONTRACTOR AGREES TO HOLD THE OWNER AND THE LANDSCAPE ARCHITECT HARMLESS FROM ANY CLAIMS ARISING OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS SUB CONTRACTORS, MATERIALS, SUPPLIERS OR AGENTS. 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED CONSTRUCTION PRODUCT AND DO NOT INDICATE METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. 8. THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OR DISCREPANCY. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY LABOR AND MATERIALS NECESSARY TO REPAIR AND/OR RESTORE THE INSTALLATION TO INDUSTRY STANDARDS AND JURISDICTIONAL CODES. THE OWNER'S SUPERINTENDENT SHALL INSPECT THE PROPOSED LANDSCAPE CONSTRUCTION WORK IN THESE PLANS PRIOR TO START OF CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT OF PLAN DISCREPANCIES OR CONFLICTS WITH OTHER PROFESSIONAL DISCIPLINES PLANS SUCH AS, BUT NOT LIMITED TO CIVIL ENGINEERS, ARCHITECTS, UTILITIES, GEOTECHNICAL, ETC. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. WRmEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS FROM THESE PLANS. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY OF ANY SUCH DISCREPANCY. 9. ALL LOCAL, MUNICIPAL. AND STATE LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE CONSIDERED TO BE INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS. 10. LANDSCAPE CONSTRUCTION MEETING WITH LANDSCAPE ARCHITECT REQUIRED PRIOR TO START OF CONSTRUCTION. 11. REFER TO CIVIL ENGINEER PRECISE GRADE PLANS FOR ALL GRADING, DRAINAGE AND RETAINING WALL SPECIFICATIONS. REFER TO STRUCTURAL ENGINEER SPECIFICATIONS AND STRUCTURAL SOIL REPORT SPECIFICATIONS FOR WALL AND STRUCTURE SPECIFICATIONS AS WELL AS SOIL COMPACTION AND DRAINAGE REQUIREMENTS. 12. ALL UTILITIES ARE TO BE SCREENED. PLEASE GROUP UTILITIES TOGETHER IN ORDER TO REDUCE INTRUSION. SCREENING OF UTILITIES IS NOT TO LOOK LIKE AN AFTER-THOUGHT. PLAN PLANTING BEDS AND DESIGN AROUND UTILITIES. DUE TO THE RELOCATION OF UTILITIES AFTER PLAN APPROVAL, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK SO THAT THE LANDSCAPE ARCHITECT CAN REVIEW THE PROJECT UTILITY LOCATIONS AND REVISE PLANS ACCORDINGLY TO FULLY SCREEN ALL UTILITIES FROM VIEW. 13. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF AN AGRONOMIC SOILS REPORT TO THE PLANNING DEPARTMENT REPRESENTATIVE ATTHE FIRST IRRIGATION INSPECTION AVENUE 52 TWP-RNG: QUARTER SECTION BUILDER: 006.0S -007 .OE SE 1/4 OF SE 1/4 OF S5 T6S R7E S.B.B. TM. BEAZER HOMES 1800 E. IMPERIAL HWY., SUITE 140 BREA, CA 92821 PH: (714) 672-7047 FAX: (714) 494-8379 CONTACT: RUDY PROVOOST CIVIL ENGINEER: MSA CONSULTING, INC. 34200 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270 PH: (760) 320-9811 FAX: (7 60) 323-7893 CONTACT: ED LENTH LANDSCAPE ARCHITECT: DAVID NEAULT ASSOCIATES, INC. 41877 ENTERPRISE CIRCLE NORTH SUITE 140 TEMECULA, CALIFORNIA 92590 PH: (951) 296-3430 FAX: (951) 296-3431 CONTACT: BRYAN LOVE CITY OF LA QUINTA, CA SHEET INDEX TITLE SHEET------------LO.l CONSTRUCTION CALLOUT PLAN Ll.l DIMENSIONING PLAN Ll.2 CONSTRUCTION DETAILS -------Ll.3 CONSTRUCTION DETAILS-------L1.4 CONSTRUCTION DETAILS -------Ll.S CONSTRUCTION SPECIFICATIONS Ll.6 CONSTRUCTION LEGEND -------L1.7 IRRIGATION PLAN ---------L2.1 IRRIGATION LEGEND ---------L2.2 IRRIGATION DETAILS ---------L2.3 IRRIGATION SPECIFICATIONS L2.4 IRRIGATION SPECIFICATIONS L2.5 PLANTING PLAN L3.1 PLANT LEGEND I DETAILS L3.2 PLANTING SPECIFICATIONS L3.3 These pl~s have be~n reviewed by the Co.«<:bella, Valley W~ter District in accordance with California. Government Code~ Section 65.59l_et-seq. requiring efficient l;mdscapc and irrigation design i:n cooperation with the Date local governing agency (City QrC'..onnty). · Approval of this drawing by CV\IID staff does not constitute approval to encroach into district and USBRrighot"'{}fway. Trees, plants, walls and pcnnanent structures of any klnd -may not be planted or installed in CVWD and USBR easement_$ pr Right_.-of-Way witl;tout fkst obtaining an enc_roachrnent pennit from CVWD:. CVWDPlan#L45785 David OEAULT ASSOCIATES Inc. 951 I 296 13430 www.dnassociates.com (/) z ~ (L w I-(L UJ <( UJ u :r: (/) V) 0 UJ z _J <( I--_j I- _j w 0 0 ~ N c.o 1'--c.o ('I) • 0::: I-0 '<t (/') ..- I z UJ 1- <( :5 -::> (/) I-a.. - Vl ~ (f) Ww :E~ I w ...J Oo <(..--N 0::: :C:c O:::oo UJN _Jo:::: a..<» 0 Ww ::;;:<( QN --:o UJ -....J o<e 0<( OUJ LJ.. :E~ roO::: ..-ro 6 "''' ---~----------1-------~ 1\ L\ date: o 1/15/2019 drawn: ESP I WL checked: DSN scale: LO.l of 16 sheets --I \ • \ I • THE SPECIFICATIONS AND THEIR PROVISIONS HAVE BEEN PREPARED WITH ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING THIS WORK AND SHALL BE CARRIED OUT BY THE CONTRACTOR AS STATED. THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES. STRUCTURES AND SERVICE LOCATIONS PRIOR TO COMMENCING WORK. THE UTLITIES, STRUCTURES AND SERVICES SHOWN ON THESE PLANS ARE APPROXIMATE THEREFORE ANY DISCREPENCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE. WHEN IT IS OBVIOUS THAT UNKNOWN CONDITIONS EXIST IN THE FIELD THAT WERE NOT EVIDENT ATTHE TIME THESE PLANS WERE PREPARED THE CONTRACTOR SHALL NOT INSTALL ANY EQUIPMENT SPECIFIED ON THESE PLANS. THE CONTACT OR MUST MAKE ANY SUCH CONDITIONS KNOWN TO THE OWNERS REPRESENTATIVE PRIOR TO COMMENCING WORK WHERE THESE FIELD CONDITIONS EXIST. ALL EQUIPMENT SHOWN IS TO BE INSTALLED WITHIN PLANTING AREAS. THIS DESIGN IS DIAGRAMATIC THEREFORE ANY EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARIFICATION ONLY. ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN SHALL BE OBTAIN BY THE CONTRACTOR PRIOR TO COMMENCING WORK. THE CONTRACTOR MUST OBTAIN ALL PLANS RELATING TO THIS PROJECT SUCH AS ENGINEERING AND ARCHITECTURAL PRIOR TO COMMENCING WORK. Know what's below. Call 811beloreyoudig . . .. ·· .-. . . . ' . -. ... --·· . . . . . . -· .- • ·.' : • . > •.. _ . '· , .. .. -·. ~. '· . ; .. ..-. :. -. -... · . . ; .. ,__ .... - -··· . ~ -.· .. · t±3 • I 1 ' t8 ' ' METER METER TO BE I INSTALLED BY CVWD L-_ INSTALLATION OF PIPE UNDER PAVED AREAS ARE TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. INSTALLATION OF ALL WIRE UNDER PAVED AREAS ARE TO BE INSTALLED IN ASCH. 40 SLEEVE THIS IS REQUIRED FOR EASE IN PULLING THE WIRE THROUGH. ALL INSTALLATION OF SLEEVES UNDER PAYING SHALL EXTEND 1 BEYOND THE PAVING ON EITHER SIDE. SLEEVES ARE TO BE INSTALL PER DETAIL CONTROLLER SHALL BE INSTALL INSIDE GARAGE. ACTUAL LOCATION OF CONTROLLER TO BE DETERMINED IN THE FIELD BY THE DEVELOPERS AUTHORIZED REPRESENTATIVE. DEVELOPER SHALL PROVIDE 120 VOLT POWER FOR CONTROLLER LOCATION. CONTRACTOR SHALL INSTALL PER LOCAL CODES. ALL CONTROL VAL YES SHALL BE LOCATED ON SIDE OF HOUSE SO THEY ARE NOT VISIBLE FROM ENTRY WALKWAY. INSTALL ANTI-SIPHON Y AL YES PER LOCAL CODES. A WATER EFFICIENT SIGN WILL BE INCLUDED IN A VISIBLE PLANTER BED. "', I , ) 1 2 I--3 I 4 • • ® I • 63© I • I :::_1 ® I =j I • 5~ II I I w -' 6 z!!l~ <(!a i~ >u1 u <( -------- ------------ SEE SHEET L2.2 FOR IRRIGATION LEGEND NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO. DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS 0 20' Scale: 1 "= 20' 40' 80' N 0 RTH I \ LOT 46 PARKING E8 2 ' E8 3 ' 3/4' • --L---_.-_ __ _ • I Date 7 8 These plans have been reviewed by th~: CoacheUa VaUev WaterDistrict ln accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agcnpy (City or County) Approval of t:his-dr-4wing by CVWD staff does not constitute app_roval to encroach into district and USBRright-of way. Trees, plants, walls and permanent structures of any kind may not be planted or lnsta!led in CVWD and USBR case-ments or Rigltt-of~Way without fiJli-t obtaining an encroachmentpermitfrom CVWD. ~ ~~S~b= ............. . CVWDPlan#L45786 --~~Jib clop ent Scn:kes 1t David nEAULT ASSOCIATES Inc . 951 129613430 www.dnassociates.com (/) z <( _J 0.... z UJ <( 0.... _J <( 0.... u z (/) 0 0 -1-z <( <( (j _J _J a:::: UJ a:::: 0 0 ~ N <0 ,....._ <0 ('f) • 0:: I-0 V> ..... ..... I z w 1- <( :5 ::> C/) I-c.. . Vl ~ (/) WUJ :E~ :c w ...J Oo <(..- -N 0:: :::C:c O:::co WN .....1 0:::: o.m 0 WUJ ::;!!<( ON -:o ...J w -0<( 0<( ow LL :E~ coO::: .-co date: 01/15/2019 drawn: ESP I WL checked: DSN scale: L2.1 of 16 sheets !IRRIGATION WATER PRESSURE CALCULATIONS i ~----~~--~ ---- POC A RCV VALVE A-I SIZE I" SIZE 1.00 -------------- STATIC PRESSURE 55.00 RCV TOTAL DEMAND 5.00 ! ---~--~-" PRESSURE ZONE -RCV ELEVATION - POC ELEV. -POC ELEV. - ---~" ELEV. DIFFERENCE -ELEV. DIFFERENCE - ITEM NUMBER ;SIZE QTY /UNIT DESCRIPTION PSI LOSS 1 3/4" 25 SERVICE LINE 1.00 . 2 !··· .. 3/4" 0 WATER METER 0.60 ~---~-~--~~---~--~~ -~-~------~-~-~--~----~------~-~--~-·--·-~ -? BACK FLOW 0.00 ----------. 1.50 4 I l/4" 1 GATE/BALL VALVE i . 0 1 l/4" 50 MAINLINE CL 315 0.09 ··-··· .. .. ----····-····· ..................... --------------- 7 1" 1 R.C.V. 1.50 ----------~-------~ ~---------------·---8 -0 LATERAL LINE LOSS 0.47 i .. '1 0 fiHIN G LOSS 0.52 -..... io .. 0 ELEV. DIFF. (RCVHEAD) 0.00 . . . ..... 11 . 6 ELEV. Dlff. (POC-RCV) .... . o:oo • i 12 TOTAL SYSTEM PRESSURE LOSS 5.67 ....... . . . ,-~ '"''''•'"•'•''••-----A"··--------------------------------------~-----------"-~ 13 PRESSURE REQUIRED AT HEAD 30.00 ... -....... _,_ .. ---~--~-----···--~~-------------------~-~-.... -.. 14 TOTAL PRESSURE REQUIRED 35.67 ---·-~----------------------------~ ------~-------------" ~ "-" --<---<---------~ ---------------... 1/o STATIC WATER PRESSURE 55.00 17 RESIDUAL PRESSURE! 19.33 15 SET PRV OR MCV AT, ···~ _:15,6! -~------------~--~---------->-------------~ ------~----~------~--------~-------------------·~ 18 PRESSURE ADDED FROM BOOSTER PUMP - Know what's below. Call811beforeyoudig SYMBOL IMI--L . .,.. M ® © ® • ------- - - - -- - -- --------------------------~--------------------------------------------------------------- 11111111 NOT SHOWN <B Lot 43 · Plan 1 EQUIPMENT LEGEND MANUFACTURER/MODEL# P.O.C. A) 3/4" DOMESTIC WATER METER FOR FUTURE RESIDENCE, EXISTING PER CIVIL DRAWINGS B) NIBCO 4660-S PVC BALL TYPE ISOLATION VALVE, LINE SIZE PER MAINLINE C) WILKINS MODEL BR4 PRESSURE REGULATOR (15-150 PSI RANGE), 1" SIZE, SET PRESSURE AS 53 PSI D) 120 VOLT ELECTRICAL CONNECTION FOR IRRIGATION CONTROLLER, PROVIDED BY ELECTRICIAN E) RAIN BIRD ESP-4MIINDOOR MOUNTED IRRIGATION CONTROLLER WITH 4 STATION BASE UNIT, EXPANDS UP TO 13 STATIONS AS NEEDED TO ACCOMMODATE ALL VALVES. F) RAIN BIRD RAIN SENSOR RSD-BEX. MOUNT ON EAVE OF BUILDING A] TORO DZK-EZF-075-MF ANTI-SIPHON VALVE WITH DRIP KIT {FOR VALVES USING RAINBIRD XERI-BIRDS] ALL VALVES SHALL BE PLACED ON SIDE OF HOUSE OF OF VIEW PVC PIPE 11/4" SCH. 40 AS MAINLINES 18" BELOW GRADE PVC PIPE 3/4"-11/2" SCHD. 40 AS LATERAL LINES 1 Z' BELOW GRADE PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. RAIN BIRD-XFS-CV-06-2-XXX DRIP TUBING WI .61 GPH EMITTERS 12" O.C. INSTALL DRIP TUBING IN ROWS AT 9" O.C. MAX IN ALL TURF AREAS. ALL TUBING SHALL BE INSTALLED 3" BELOW FINISHED GRADE. MAXIMUM OF 4800 EMITTERS PER VALVE. ALL PVC LATERAL LINES SHALL BE 1 1/Z'IN SIZE UNLESS OTHERWISE SPECIFIED ON PLANS RAINBIRD RISER ASSEMBLY TEE OR ELL FITTING FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING. #18-xx AWG MULTI-STRAND IRRIGATION CONTROL WIRE. DIRECT BURIAL, U.L. APPROVED, PER CODE. NUMBER OF MULTI-WIRE STRANDS SHALL BE AT LEAST THREE MORE THAN NUMBER OF VALVE STATIONS SHOWN PER PRIVATE LOT. RAIN BIRD MDCFPCAP FLUSH VALVE. INSTALL VALVE BOX 18" FROM PAVING AND AT LOW POINT OF PLANTER AREA. INSTALL FLUSH ASSEMBLY INSIDE A 6" ROUND VALVE BOX .----VALVE STATION NUMBER tB --VALVE SIZE '-----G.P.M. Lot 44-Plan 3 SIZE DETAIL N/A N/A B I L2.3 AI l2.3 N/A C/ l2.3 N/A PLAN SIZE E.V l2.3 PLAN SIZE G/ L2.3 PLAN SIZE G/ L2.3 PLAN SIZE D/ L2.3 H, I I L2.4 PLAN SIZE PLAN SIZE Q I L2.4 18GA N/A J I L2.4 • 1847 square feet of "moderate" water using plantings surrounded by 900 sf of zero water use DG/mulch/rock See Appendix C for fonnu!a factors. ETa is totaled for season. Turf grass plant factors are the • 1737 square feet of "moderate" water using plantings surrounded by 1043 sf of zero water use DG/mulch/rock See Appendix C forfonnula factors. ETo is totaled for season. Turf grass plant factors are the average for the season and tree/shrub/groundcover plant factors are considered constant annually. Plant Factors Shrubs 0.5 Moderate Shrubs and Ground Cover: Annual~ 58.00x .5x 1847 x .62/748/.9 Moderate ETWU" 49.33 CCF Mulch: Annual" 58.00x .Ox 900x .62/748/ Moderate ETWU = Project Total ETWU 0 CCF 49.33 Using the following formula; MA WA = [(ETo) x (0.45) x (LA) x (0.62)] I {748) MA WA =Maximum Applied Water Allowance {CCF or hundred cubicfeet) ETo::: Reference Evapotranspiration (inches per year) 0.45 = ET adjustment factor LA= landscaped Area (square feet) 0.62 =Conversion Factor (to gallons per square foot) 748; Conversion Factor (to hundred cubic feet) Landscaped area of 2747 square feet in for Plan 1 MAWA = 58.00(ETo) x (0.45) x (LA) x {0.62) I (748) .. = [58.00(.45) (2747) (0.62)1/ (748) MAWA= 59.42 CCF ETWU total of 49.33 CCF is= or< than the MAWA of 59.42 CCF Lot 45 Plan 2 •1718 square feet of "moderate1 ' water using plantings surrounded by 947 sf of zero water use OG/mulch/rock See Appendix C forfonnu!a factors. ETo is totaled for season. Turf grass plant factors are the average for the season and trec/shrub/groundcover plant factors are considered constant annually. Plant Factors Shrubs 0.5 Moderate Shrubs and Ground Cover: Annual• 58.00x .5x 1718x .62/748/.9 Moderate ETWU • 46 CCF Mulch: Annual• 58.00 x .0 x 947 x .62/748/ Moderate ETWU = 0 CCF Project Total ETWU 46 Using the following formula: MA WA = [(ETo) x (0.45) x (LA) x (0.62)! / (748) MA WA =Maximum Applied Water Allowance (CCF or hundred cubicfeet) ETo,;:;; Reference Evapotranspiration (inches per year) 0.45 • ET adjustment factor LA= landscaped Area ( square feet) 0.62 ;;:_Conversion Factor (to gallons per square foot) 748=Conversion Factor (to hundred cubic feet} Landscaped area of 2665 square feet in for Plan 2 MAWA" 58.00{ETo) x (0.45) x (LA) x (0.62) I (748) .= [58.00{.45) (2665) (0.62)]/ {748) MAWA= 58 CCF ETWU total of 45.88 CCF is= or< than the MAWA of 57.65 CCF average for the season and tree/shrub/groundcover plant factors are considered constant annually. Plant Factors Shrubs 0.5 Moderate Shrubs and Ground Cover: Annual = 58.00 x .5 x 1737 x .62/748/.9 Moderate ETWU = 46 CCF Mulch: Annual "58.00 x .Ox 1043 x .62/748/ Mode rate ETWU = 0 CCF Project Total ETWU 46 Using the following formula: MA WA" [{ETo) x (0.45) x (LA) x (0.62)]/ (748) MA WA =Maximum Applied Water Allowance (CCF or hundred cubic feet) ETa;;:: Reference Evapotranspiration (inches per year) 0.45::: ET adjustment factor LA~ Landscaped Area {square feet) 0.62 =Conversion Factor (to gallons per square foot) 748;;:: Conversion Factor {to hundred cubic feet) landscaped area of 2780 square feet in for Plan 3 MAWA =58.00 (ETo) x (0.45) x (LA) x (0.62) I (748) .= [58.00{.45) (2780) (0.62)] I (748) MAWA= 60 CCF ETWU total of 46.39 CCF is= or< than the MAWA of 60.14 CCF Lot 46-Parking Lot •1749 square feet of "moderate" water using plantings surrounded by 1556 sf of zero water use mulch See Appendix C for fonnula factors. ETc is totaled for season. Turf grass plant factors are the average for the season and tree/shrub/groundcover plant factors are considered constant annually. Plant Factors Shrubs 0.5 Moderate Shrubs and Ground Cover: Annual • 58.00 x .5 x 1749 x .62/748/.9 Moderate ETWU = 47 CCF Mulch: Annual= 58.00x .Ox 1556x .62/748/ Moderate ETWU • 0 CCF Project Total ETWU 47 Using the following formula: MA WA • [{ETa) X (0.45) X (LA) X (0.62)]/ {748) MA WA =Maximum Applied Water Allowance (CCF or hundred cubicfeet) ETa'=" Reference Evapotranspiration (inches per year) 0.45 • ET adjustment factor LA" landscaped Area ( square feet) 0.62; Conversion Factor (to gallons per square foot) 748;;:; Conversion Factor (to hundred cubic feet) landscaped area of 3305 square feet in for Plan 2 MAWA •58.00(ETo) x (0.45) x (LA) x {0.62) I (748) . • [58.00 (.45) (3305) (0.62)1/ (748) MAWA= 72 CCF ETWU total of 46.71 CCF is= or< than the MAWA of 71.5 CCF I I I ' r'..J MAINLINE TO RCV'S RAIN SENSOR ® IPRI PRESSURE REGULATOR (Q CONTROLLER ELECTRICAL POWER ® ' BALL VALVE 3/4" WATER METER M - SERVICE TO HOUSE [MJ SYMBOL ON PLANS REPRESENTS THE INSTALLATION OF ALL OF THE EQUIPMENT SHOWN ON THE DETAIL ABOVE NOTES: WATER METER IS THE EXISTING 3/4" UNIT AS PROVIDED ON THE CIVIL DRAWINGS. ELECTRICAL POC SHALL BE A 120 VOLT 15 AMP SERVICE DEDICATED TO THE IRRIGATION CONTROLLER AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CONTROLLER SHALL BE MOUNTED WITHIN RESIDENCE GARAGE, SEE DETAIL. RAIN SENSOR SHALL BE MOUNTED ON EAVE OF RESIDENCE ROOF, SEE DETAIL. IRRIGATION POC SHALL BE MADE TO THE SERVICE LINE TO THE HOUSE. BALL TYPE ISOLATION VALVE SHALL BE INSTALLED ON THE IRRIGATION POC. PRESSURE REGULATOR SHALL BE INSTALLED DOWNSTREAM OF BALL VALVE. IRRIGATION MAINLINE SHALL BE ROUTED TO REMOTE CONTROL VALVES. (1) P.O.C. LAYOUT SCALE: N.T.S. !IRRIGATION CONTROL RUN TIMES! !iRRIGATION CONTROL RUN TlMEf CONTROLLER: A ESTABLISHED PLANTfD CONTROLLER: A INITAL PLANTING • Elo: 7.9 ~~--;,.,-.,--";-----+ ...... '"'i-"·'""''''"'''i''--··~ [. ...... . Day; Per Week: •6 Sprinkler Type AKe Turf Pr. Rate IE Run Time lhr) ~~~~Per Week: :· 9 ·······•········ l = ·.·.·•····· ······· ··········· ·· Qly Run Time Sprinkler Type AKe Pr. Rate IE Run Time Qty Run Time Total lhrl lhrl Valves Total lhrl Valves i : • i Turf i : Spray Heads ..... Drip . . . 0.9 ..... 1.74. 0.7 0.13 . 0 0.00 Spray Heads 0.9 1.74 0.7 0.16 o o.oo o.9 1.74 o.9 o.25 o o oo -D-............... ~--.. --~--~·-o··9~-··· ·-··1-~74 ..... -~0~9~··· ..... ~o .2.5 .. ~ .................. ~ ......... .. --~~-~---~-----~ ··---~ -~---·.::.::. .. ~;-..=::=·-····--·-~J-.. ·-·--:... liP .... .. . .. . . . ..... o .......... 0.00 Shrub/G.Covor Shrub/G.Cover • Rotors Drip .. ...... 0.5 0.5 .... ... ... ...... . ........ . 0.5 1.74 0.8 0.9 0.25 0.18 0 5 ...... . ~·ij~ 1 ~":t()rs ............... 1 ............. + _o,,".sc··+ o.s .. (),a.... 0.3,6,·-·l····· o ..................... ~ .. o;.oo · ... Dnr... . . . ... . ................. o~~ ....... 1:1 4~· . .0:_9 .. _ .0:20. __ 1 _____ s ......... 1_.... I()() .. .. .. . .......... -.... . TOTALS: 5 0.90 ' TOTALS: I 5 1.00 ..... • ! I • i •••.. c .................... ' ! IRRIGATION CONT~OL RUJ TIMES: IRRIGATION CONTROL RUN TIMES .. . ..... "······i· .. ·-···········i ··········· I f;C;,:O:::N.:;T~Rc::O:.::L:::LE:.::R::_: -'-.98...---I:::.ES:TA_BUSHED PlANTED Elo: 7.9 • .. ~ ....... ; ..... Day; Per Week: 6 i Fi ....•........ I;C;,.O::,c:N.::TR.::O:::L:.::LE:.:R.:::_fiiBro---IINITAl PLANTIN .. G ..... , ............... ; . Elo: !7.9 i -Day; Per Week: !6 .. ······· Sprinkler Type AKc Pr. Rate IE Run Tim& lhrl Qly Valves Run Time Sprinkler Type Total lhrl AKe Pr. Rate IE Run Time Qty Run Time [hJ! Valves Total lhrl Turf Turf l I Spray Heacjs ....... . Drip ....... --~----- Shrub/G.Covor · Rotors 0.9 0.9 0.5 ·-~------~'" ____ -~' ~-~-. ~ ~---~-~ Drip 0.5 .. • 1.74 1.74 0.7 0.9 0.13 0 0.2,:5 .. -1····0 ... I 1 Shrub/G.Covor i TOTALS: i 4 0.72 0.7 0.16 0 I·· ....... ···~·~·-··· .... 0.9 0.25 0 0.8 0.36 --___ , "''" ________ , .. -~ 0.9 0.20 ..... .... . 1 TOTALS: ! ... 0 4 4 0.00 --~~--~~-·----. . 0.00 ... 0.00 0.80 0.80 IRRiGATION CONT~OL RU .. N! .... TI .. M ...... ES , .. i •.•......•... 1! .................. ! .................... i,' ................. ji .. R .. R .... IG .... AT···I-O .. N ... lC ... O .... NT~OLRU N TIMES ....... ·-+········· .. ~··+······· l ··~· CONTROLLER: , C fSTABLISHfD PLANTED bE~Io~,~~~~~,i7~.9.--~ i Day; Per Week: 6 Sprinkler Type Turf Spray Heads ... AKc 0.9 0.9 Pr. Rate 1.74 1.74 IE 0.7 0.9 RunTime lhrl 0.13 0.25 Qly Valves CONTROLLER: !C Eto: ;7.9 Days Per Week: !o Run Time Sprinkler Type Total lhrl Turf 0 0.00 Spray Heads INITAL PLANTING · ... AKc Pr. Rate IE i Run Time lhrl Qty Run Time Valves Total lhrl ... 0.9 I 1.74 . 0.7 0.16 ......... o . -..... Drip ~~~-~~----··--. .. __()_--........ o_.()() Drip · ···· ··· .. 0.9 1.74 0.9 0.25 0 ............... f ·······-·1 .............................................. . o.oc o.oc . ... Shrub/G.Cover : ! Shrub/G.Cover 1 TOTALS: 5 0.90 Irrigation Point of Connection (P.O.C.) No. A/8/C Controller No. Valve Total Irrigation Valve Circuit No. Plant Types(s)* Method** A MW D Area SF %of Landscape Area 2, 747.00 100",6 2,747.00 100"/o Irrigation Point of Connection (P.O.C.) No. A/8/C Controller No. Valve 1,2,3,4 Total Irrigation Valve Circuit No. Plant Types(s)* Method** Area SF %of Landscape Area B MW D 2, 780.00 100"/o 2, 780.00 100"/o Irrigation Point of Connection (P.O.C.) No. A/8/C Controller No. Valve 1,2,3,4,5 Total Valve Circuit No. PlantTypes(s)* c MW Irrigation Method** D *Plant Type **Irrigation Method Cst =Cool Season Turf MS =Micros pray WST =Warm Season Turf S =Spray HW "High Water Use Plants R•Rotor MW" Moderate Water Use Plants B •Bubbler LW =Low Water Use Plants D=Drip o~other Area SF %of Landscape Area 5,970.00 100"/o 5,970.00 100"/o Date TOTALS: i 5 ... 1 .....•. :::o_.oo 1.o'c 1.00 l11ese plan$ h~ve ~n revi~ed by the Coru;h~_lla Valley \Vater District 'in accordance with_ California Government-Code, Section 65591 et seq. teql!iring efficient landscape and irrigation design jn cooperation \~'ith the local governing -agency (City-or Colulty). Approval ufthis drawing by CVWD staff_ does not-constitute approval to encroach into di!)triot-and USBRright-ofway~ Trees,_ -plants~ walls and pcnnanent structures of any kind-may not-be planted or installed in CVWD and USSR easements or Right-o-f-W ~Y without first oblaining an encroachment permit from CVWD . a*-W?s:=:~ W~cmcnt Department U CVWD Plan# L45787 David OEAULT ASSOCIATES Inc. 951 1296 !3430 www.dnassociates.com (/,) z ::s 0.... 0 z LU LU 0.... 0 <( LU ....J u (/,) 0 z z 0 • 0::: 1- ::s ....J LU 0 0 ~ (J') I z <(::5 1-~ ~ (/) ::E ~ Woo 0::: ::c :c .....10::: 0 W LU 1 0N __. 0 <t: LL ::E ~ w 1--:J (/) date: 01/15/2019 drawn: ESP I WL checked: DSN scale: L2.2 of 16 sheets .--------{2 5 ·~~--(8 ~~~~~~~~~~~~r-~9 L-------------------------------------~13 NOTE: SECTION VIEW-N.T.S. @ 0 ® 0 0 ® ® @ @ © @ FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "PRY'' ONTO LID. PRESSURE REGULATOR. SEE LEGEND FOR SPECIFICATION TOP OF BOX TO BE I" ABOVE GRADE FOR GROUND COVER AREA AND 1 /2" FOR LAWN AREA PVC SCH 80 T.O.E. NIPPLE. 3" MIN .. 2 REQ. PVC SCH 40 SLIP COUPLING, 2 REQ. PVC MAINLINE TO MASTER VALVE, PIPE PER SPECS. BRICK SUPPORTS 3/4" ROCK. 3 CUBIC FT. LANDSCAPE FABRIC BRASS NIPPLE TYP. BRASS UNION PVC MAINLINE FROM P.O.C. INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF THE PRESSURE REGULATOR ASSEMBLY. ALL THREADED CONNECTIONS SHAll USE TEFLON TAPE A PRESSURE REGULATOR DIMENSION A B c 1/Z' TO 2-1/Z' IN SIZE 24" 1Z' 4" 3" TO 6" IN SIZE 36" X 4" NOTE: PVC SLEEVES SHALL BE TWICE DIAMETER OF THE PIPE. D SLEEVING 1 '----{2 6 NOTE: WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT OR EQUAL. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR. A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 # 14 OR 2 # 12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES Of WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. E WIRE SPLICE Know what~ below. Cali8111Je1ore you dig CD ® @ CONCRETE PAVING SAND BACKFILL COMPACATED TO THE DENISTY OF EXISTING SOIL LATERAL LINES, IN SCH 40 SLEEVE CONTROL WIRES, IN PVC SLEEVING. UNDISTURBED SOIL PRESSURE MAINLINE. IN SCH 40 SLEEVE N.T.S N.T.S SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE-STRIPPED OF 1 /Z' OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED LOW VOLTAGE WIRES. 3 MAXIMUM WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE POLY TUBE PRE-FILLED WITH WATERPROOF GEL CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE B SECTION VIEW-N.T.S. NOTES: ® @ ® FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VAlVE BOX WITH BOLT DOWN COVER. USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BY" ONTO LID. BAll VALVE, SEE lEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS PRESSURE SUPPlY LINE DEPTH AS PER SPECS. @ PVCMALEADAPTER (j) BRICK SUPPORTS ® BRASS UNION ® BRASS NIPPLE (LENGTH AS REQUIRED) @ LANDSCAPE FABRIC @ 3/4" ROCK. 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. CONTRACTOR SHALL USE TEFLON TAPE FOR All THREADED FmiNGS BALL VALVE NOTES: ELEVATION/SECTION NOTTOSCALE MIN. FLOW RATE-0.20 GPM MAX. FLOW RATE-20.0 GPM (j) CONTROL WIRES WITH 12' SERVICE COIL AND WATER PROOF WIRE CONNECTIONS, DBY OR EQUAL. Q) TORO EZF-29-03 ANTI-SIPHON VALVE('). @ TORO 150 MESH HILlER ('). @ TORO 25 PSI LOW FLOW PRESSURE REGULA TOR ('). @ SCH 80 PVC CLOSE NIPPLE('). @ SCH 40 PVC BALL VALVE ('). (f) SCH 40 PVC MALE ADAPTER. @ CONTROL WIRES TO CONTROLLER. @ PVC MAINLINE PER SPECIFICATIONS. @ PVC MAINLINE FITTING. @ NATIVE SOIL PER SPECIFICATIONS. @ PVC LATERAL LINE PER SPECIFICATIONS. @ FINISH GRADE. @ PVC SCH 40 ELL (SxS). @ LATERAL LINE TO DRIP SYSTEM. @ HEIGHT ABOVE GRADE PER LOCAL CODES (6' MINIMUM). (')PARTS IN DRIP ZONE KIT. 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. CONTRACTORS NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CAOdetails.comfinfo REFERENCE NUMBER 382-190b. PROTECTED BY COPYRIGHT ©2013 CADdetails.com LTD. REVISION DATE 11128/2011 F DRIP VALVE ASSEMBLY N.T.S C SENSOR MOUNTING DIMENSION liZ' TO 2-1/2" IN SIZE 3" TO 6" IN SIZE G PIPE AND TRENCH INSTALLATION A B c 24" 12' 4" 36" X 4" CD TORO E\10 CONTROu.ER INSIDE OF GARAGE ® TORO E\10-WS SENSOR RECOMMENDED MOUNTING SITE @ SITES NOT RECOMMENDED FOR MOUNTING SENSOR CD WIRE FROM CONTROu.ER TO SENSOR NOTES: 1. LENGTH OF WIRE FROM CONTROu.ER TO SENSOR SHOULD BE NO GREATER THAN 200 FEET. 2. SENSOR MAY BE MOUNTED ON FENCE, FENCE POST OR ON EAVE OF HOUSE. 3. SENSOR Sf!OULD NOT BE MOUNTED UNDER TREES, IN AREAS AFFECTED BY SPRINKLER SYSTEM OR UNDER EAVE OF HOUSE. N.T.S FINISH GRADE CLEAN COMPACTED BACKFILl LATERAL LiNES. SEE SPECS. CONTROL WIRES, SEE SPECS. UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS 11wse plans have been reviewed by the CoacheJla Valley Water District in ac-cordance with California Government Code, Section 65591 ct &q. requiring efficient lands_cape and irrigation design in cooperation_ with the local governing agcncy-(City ox County). Approval of this drawing by CVWD staff does not constirure approval to encroach into district and USBRright-ofway: Trees. plants~ waHs-ami pennancnt strucnm:s of any kind may not be planted or installed in CVWD and USBR. Cl!Scmcnts or Right-of-Way without first obtaining an encroaChment permit from CVWD. CVWDPianU~L~45788 Pruent Ser)'i~s David nEAUlT ASSOCIATES Inc. 951 1296 I 3430 www.dnassociates.com (/) z <( (/) _J _J (L -<( w 1- (L w <( 0 u z (/) 0 0 -z 1- <( <( _J 0 _J G:: w G::: 0 0 ~ N (0 I'- (0 ('I) • 0::: I-0 "<!" (f) ..- I z UJ 1- <( :5 :::> (/) I-a... - V'l ~ CJ) WUJ :E~ :c w -1 Oo <(..- -N 0::: :C:c O:::co UJC\1 .....Jo::: n.m 0 WUJ :::!!:<( ON -:o UJ • ....J Q<l: 0<( OUJ u.. :E~ coO::: ..-co date: 01/15/2019 drawn: ESP I WL checked: DSN scale: L2.3 of 16 sheets CD FINISH GRADE ® FLUSH CAP FOR EASY FIT COMPRESSION FITllNGS: POTABLE: RAIN BIRD MDCFCAP r;, NON-POTABLE: RAIN BIRD MDCFPCAP I.::V EASY FIT COUPLING: RAIN BIRD MDCFCOUP 0 SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB 7XB @ SUB-SURFACE DRIPLINE: NON-POTABLE: XFSP DRIPLINE f?\ 3' SPARE LENGTH OF TUBING 1.:;; 3-INCH MINIMUM DEPTH OF (;', 3/4-INCH WASHED GRAVEL 1.,V BRICK ( 1 OF 2) NOTE: 1. ALLOW A MINIMUM OF 3 FEET OF DRIPUNE TUBING IN WLVE BOX IN ORDER TO DIRECT FLUSHED WATER OUTSIDE VALVE BOX. H FLUSH VALVE IRRIGATION SPECIFICATIONS A. LANDSCAPE WORK GENERAL NOTES ORDINANCES AND REGULATIONS: ALL LANDSCAPE IRRIGATION WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO All APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL. COUNTY & STATE). PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COORDINATE AND PAY FOR All PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. SCOPE Of WQRK : CONTRACTOR SHALl PROVIDE All LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH. INSTALL. AND COMPLETE All LANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS. SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FULLY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. liCENSE: THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE LICENSED AND SHALL OBTAIN (AND KEEP IN FORCE DURING THE LANDSCAPE CONTRACTOR. PERIOD Of THE CONTRACT) PUBLIC LIABILITY. WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE. AS REQUIRED BY ALl APPLICABLE CODES AND REGULATIONS. liABlE FOR DAMAGE: THE CONTRACTOR SHAll BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING, CONSTRUCTION. PERSONS, PROPERTY, ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. liABLE FOR ENCROACHMENT: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY. RIGHT-Of-WAYS. EASEMENTS. SET-BACKS OR ANY OTHER lEGAl PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. PLAN & FIELD VERIFICATION: THESE DOCUMENTS MAY CONTAIN ERRORS, OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS THOROUGHLY AND SHAll NOTIFY THE LANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES THE OWNER'S SUPERINTENDENT WILL INSPECT THE PLANTING SHALL THEN APPLY. WORK PRIOR TO THE START OF CONTSTRUCTION. THE CONTRACTOR SHAll VERIFY All DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE lANDSCAPE ARCHITECT AND OWNER SHAll BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. COORDINATION: CONTRACTOR SHALl COORDINATE All LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. METHODS OF CONSTRUCTION; THE QUALITY OF WORKMANSHIP AND MATERIALS SHALl BE OF THE HIGHEST QUALITY STANDARDS. COOPERATION AND FLEXIBILITY IS EXPECTED Of THE CONTRACTOR TOWARD WORKING WITH THE OWNER IN PRODUCING THE BEST POSSIBLE PRODUCT. THE CONTRACTOR IS SOlELY RESPONSIBLE FOR All CONSTRUCTION METHODS. MEANS. SEQUENCES. PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHTECTURAL FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. Know what's below. Call 811beforeyoudig NOTES: CD ON-SURFACE DRiPUNE: RAIN BIRD XF SERIES OR!PUNE POTABLE: XFS DR!PUNE NON-POTABLE: XfSP DRIPUNE ® INUNE DRIP EMITTER OUll.ET, SEE PLANS FOR ORIPUNE OUTI.ET SPACING, @ BARB TEE 17x17x17mm RAIN BIRD XFF-TEE 0 BARB COUPUNG 17K17mm RAIN BIRO XFF-COUP ® BARB ELBOW 17x17mm RAIN BIRO Xf'f'-ELBOW @ BARB lt'J.E ADAPTER 17mm X 1/2• MPT RAIN BIRD XFF -MA-050 l7mm X 3/4• MPT RAIN BIRO XFF-MA-075 0 PVC TEE SxSxT @ PVC lATERAl SUPPLY HEADER ® TIE DOWN STAKE: RAIN BIRD TOS-050 WITH BEND (lYPIC\L) @ FlNISH GRADE ® RAIN BIRD XF SERIES BLANK TUBING l.£NGTH PS REQUIRED 1. PLACE TIE DOWN STAKES EVERY FIVE FEET. 2. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE-DOWN STAKES ON EACH LEG OF THE CHANGE OF DIRECTION. 3. SAVE YOUR HANDS. USE THE RAIN BIRD FITTINS-TOOL XF INSERTION TOOL FOR FITTING ASSEMBLY. DRIP RISER ASSEMBLY-CENTER FED SAFETY; THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING All SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILITIES : THE CONTRACTOR SHAll BE RESPONSIBLE FOR VERIFYING THE lOCATION OF All UNDERGROUND UTILITIES. ElECTRICAL CABLES. CONDUITS, AND IRRIGATION LINES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. MATERIALS : All MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHAll BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHAll BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS : IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT REASONABLY OBTAINABLE, THE CONTRACTOR SHAll SUBMIT A WRITTEN REQUEST FOR ALTERNATE FROM THE LANDSCAPE ARCHITECT. MATERIAL EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAL FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND THE LANDSCAPE ARCHITECT. All SUBSTITUTIONS SHALL CONFORM TO lOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAl BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. IRRIGATION PLANS: THE IRRIGATION PLANS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED. THE CONTRACTOR SHALl MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAl FEATURES AND UTILITIES. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. IRRIGATION NOTES: SEE GENERAl NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIFICALLY MENTIONED IN THESE SPECIFICATIONS. All WORK CAllED FOR ON THE ORA WINGS BY NOTES SHAll BE FURNISHED AND INSTAllED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. POINT OF CONNECTION IP.O.C) VERIFICATION· lOCATION OF THE POINT OF CONNECTION SHOWN ON THE DRAWINGS MAY BE APPROXIMATE ONlY. THE CONTRACTOR SHALL APPROVE FINAL (P.O. C.) LOCATION WITH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE. METER SIZE AND SIZE OF SERVICE TO THE METER (P.O.G.) AT EACH POINT OF CONNECTION. MATERIALS: All MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHAll BE NEW AND IN PERFECT CONDITION WHERE INSTAllED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS: DESIGN, MATERIAL. EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON DRAWINGS MAY BE CONSIDERED FOR USE. WRITTEN APPRO¥ Al FOR SUBSTITUTIONS SHAll BE OBTAINED FROM THE OWNER AND LANDSCAPE ARCHITECT. All SUBSTITUTIONS SHALl CONFORM TO LOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAL BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. FITTINGS; DUE TO THE SCALE OF DRAWINGS, IT IS NOT POSSIBLE TO INDICATE All OFFSETS, FITTINGS, SlEEVES. ETC .. WHICH MAY BE REQUIRED. THE CONTRACTOR SHALL CAREFUllY INVESTIGATE THE STRUCTURAL AND FINISHED CONDITIONS AFFECTING ALL OF THE WORK AND PLAN THE WORK ACCORDINGLY, FURNISHING SUCH FITTINGS, ETC .• AS MAY BE REQUIRED TO MEET SUCH CONDITIONS. NOTICE OF COMPLETION : THE COMPLETION OF THE CONTRACT SHALL BE ACCEPTED, AND NOTICE OF COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. OPERATING INSIRUCIIONS : AFTER THE SYSTEM HAS BEEN COMPLETED. THE CONTRACTOR SHAll INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE IN THE OPERATION AND MAINTENANCE OF THE SYSTEM AND SHAll FURNISH A COMPLETE SET OF OPERATING INSTRUCTIONS. I (6)1 2"~1 I I 7 NOTES: II II [I !I I I I I I I I I ~~~~~=9~~1 I I I I 11 1. DISTANCE BElWEEN LATERAL ROWS AND EMITTER SPACING TO BE BASED ON SOIL TYPE, PLANT MATERIALS AND CHANGES IN ELEVATION. SEE RAN BIRD XFS DRIPLINE INSTALLATION GUIDE FOR SUGGESTED SPACINGS. (})PVC EXHAUST HEADER @)PVC SCH 40 TEE OR EL (TYPICAL) 0 BARB X MALE flTTING: RAIN BIRD XFF-MA FITIJNG (TYPICAL) G) FLUSH POINT (TYPICAL) SEE RAIN BIRD DETAIL "XFS FLUSH POINT" f?\ OR "XFS FLUSH POINT WITH BALL VALVE" \:::.;PERIMETER OF AREA ®PERIMETER DRIPUNE PIPE TO BE INSTALLED 4" FROM PERIMETER OF AREA 0 SUB-SURFACE DRIPUNE: RAIN BIRD XF SERIES DRIPLINE (TYPICAL) POTABLE: XFS DRIPLINE NON-POTABLE: XFSP ORIPUNE ®RAN BIRD XF SERIES BLANK TUBING ®BARB X BARB INSERT TEE OR CROSS: RAN BIRO XFF-TEE OR RAIN BIRD XFD-CROSS (lYPICAL) @ )o2" AIR RELIEF VALVE: RAIN BIRD MODEL: ARV050 SEE RAN BIRD XFS DETAILS FOR AIR ~ RELIEF INSTALLATION \CYPVC SUPPLY HEADER @PVC DRIP MANIFOLD FROM RAIN BIRD CONTROL ZONE VALVE KIT (SIZED TO MEET LATERAL FLOW DEMAND) @PVC SCH 40 RISER PIPE XFS Drlpltne Maximum Lateral Lengths (Feet) 12" Spacing 18" Spacing 24" Spacing 2. LENGTH OF LONGEST DRIPUNE LATERAL SHOULD NOT EXCEED THE MAXIMUM LENGTH SHOWN IN THE ACCOMPANYING TABLE. Inlet PrM$\JI'a psi Nominal Flow (gph) Ncm!nal Flow (gpb) Nominal Row {gph) J FINAL SITE REVIEW 3. AIR REUEF VALVE TO BE INSTALLED AT HIGH POINT OF 1\RFA 4. WHEN USING 17MM INSERT FITTINGS WITH DESIGN PRESSURE OVER 50PSI. IT IS RECOMMENDED THAT STAINLESS STEEL CLAMPS BE INSTALLED ON EACH FITTING. DRIP LAYOUT UPON COMPLETION OF WORK THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FOR FINAl SITE REVIEW. AT WHICH TIME THE CONTRACTOR SHAll BE PRESENT. ANY ASSUMED OR EXISTING VARIENCES OR OMISSIONS SHAll BE NOTED AT THIS TIME. THE CONTRACTOR SHAll STIPUlATE WHEN AND HOW THE CONDITIONS WILL BE RECTIFIED. WHEN THESE CHANGES HAVE BEEN CARRIED OUT. THE AREAS CLEANED AND A NOTICE OF COMPLETION I ACCEPTANCE SHALL BE RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. SITE MAINTENANCE : CONTRACTOR SHAll KEEP THE PROJECT SITE ClEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHALL BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. MAINTENANCE INSTRUCTIONS : AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER"S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR LANDSCAPE PLANTINGS. GUARANTEE: THE ENTIRE IRRIGATION SYSTEM. INCLUDING ALL WORK DONE UNDER THIS CONTRACT, SHAll BE GUARANTEED AGAINST All DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHAll BE MAINTAINED IN PERFECT WORKING ORDER FOR ONE (1) YEAR FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. All MATERIALS USED SHALL CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (I) YEAR. ANY SETTLING OF BACKFillED TRENCHES WHICH MAY OCCUR DURING THE ONE YEAR PERIOD FINAL ACCEPTANCE SHAll BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER -INCLUDING THE COMPLETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. REQUIRED FIELD OBSERVATIONS; THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS WILl USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE "FULl" CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN Will SIGNIFICANTlY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO, FAillJRE TO DETECT ERRORS AND OMiSSIONS IN THE PLANS AND SPECIFICATIONS, OR IN THE EVENT THAT DAVID NEAULT & ASSOCIATES, INC. IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HEREIN. THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND DAVID NEAULT & ASSOCIATES, INC. AND THEIR CONSULTANTS FROM AND AGAINST ANY AND All CLAIMS. FIEI p OBSERVATION COORDINATION : OBSERVATIONS SHALL BE INITIATED BYTHE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIFICATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT (48) HOURS IN ADVANCE. ClOSING OF UNINSPECTED WORK ; THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE CONSULTING ENGINNER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAl AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST. HE SHAll UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED. TESTED AND APPROVED, THE CONTRACTOR SHAll MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB SITE MEETINGS AND REQUIRED INSPECTIONS: A. THE CONTRACTOR SHALL PERMIT THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE TO VISIT AND INSPECT AT ALL TIMES ANY PART OF THE WORK AND SHALL PROVIDE SAFE ACCESS FOR SUCH VISITS. B. WHERE THE SPECIFICATIONS REQUIRE WORK TO BE TESTED BY THE CONTRACTOR. IT SHALL NOT BE COVERED OVER UNTil ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND/OR GOVERNING AGENCIES. THE CONTRACTOR SHAll BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT. OWNER. AND GOVERNING AGENCIES. A MINIMUM OF 48 HOURS IN ADVANCE. WHERE AND WHEN THE WORK IS READY FOR TESTING. SHOULD ANY WORK BE COVERED WITHOUT TESTING OR ACCEPTANCE. IT SHAll BE. IF SO ORDERED. UNCOVERED AT THE CONTRACTOR'S EXPENSE. C. INSPECTIONS WILL BE REQUIRED FOR THE FOLLOWING AT A MINIMUM: '-' ••• • •• ••• 0.6 • •• 15 273 155 314 250 424 322 "' 318 "" 353 294 "" 368 30 380 230 .,3 350 586 414 .., 395 255 465 402 "' 474 50 417 285 528 420 120 .... 60 .... 290 596 455 780 514 I. SYSTEM LAYOUT 2. PRESSURE TEST OF IRRIGATION MAINLINE {FOUR HOURS AT 125 PSI OR 120% OF STATIC WATER PRESSURE. WHICH EVER IS GREATER.) MAINLINE PRESSURE lOSS DURING TEST SHALl NOT EXCEED 2 PSI. 3. COVERAGE TEST OF IRRIGATION SYSTEM. TEST SHALL BE PERFORMED PRIOR TO ANY PLANTING. 4. FINAL INSPECTION PRIOR TO START OF MAINTENANCE PERIOD 5. FINAL ACCEPTANCE D. SITE OBSERVATIONS AND TESTING Will NOT COMMENCE WITHOUT THE FIELD RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. RECORD DRAWINGS MUST COMPLETE AND UP TO DATE FOR EACH SITE VISIT. E. WORK THAT FAILS TESTING AND IS NOT ACCEPTED Will BE RETESTED. HOURlY RATES AND EXPENSES OF THE lANDSCAPE ARCHITECT, OWNER'S AUTHORIZED REPRESENTATIVE, AND GOVERNING AGENCIES FOR REINSPECTION OR RETESTING Will BE PAID BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAl EXPENSE TO OWNER. COMPLETION: UPON COMPLETION OF THE IRRIGATION SYSTEM INSTALLATION AND PRIOR TO ANY PLANTING. THE CONTRACTOR SHALL ADJUST SPRINKLER HEADS TO EVENLY AND PROPERLY DISTRIBUTE THE RATE OF PRECIPITATION OF THE WATER AND SHALL DETERMINE If THE COVERAGE OF THE PLANTING AREAS IS COMPLETE AND ADEQUATE. CONTRACTOR SHALl MAKE ADJUSTMENTS TO PROVIDE OPTIMUM PERFORMANCE AND PREVENT UNNECESSARY OVER SPRAY ON All WALKS, ROADWAYS AND BUILDINGS. THE CONTRACTOR SHALl FURNISH ALL MATERIALS AND PERFORM All WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DISCLOSED BY THE COVERAGE TEST. WORK SHAll BE COMPLETED UPON FINAl APPROVAl BY OWNER AND LANDSCAPE ARCHITECT. A FINAL INSPECTION SHAll BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF All PHASES OF THE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. B. PRODUCTS & MATERIALS SCOPE OF WORK : WORK SHALl CONSIST OF FURNISHING All MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPlETElY INSTALL All lANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. THE FOllOWING COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE liMITATION FOR MATERIALS REQUIRED. IT SHALL BE UP TO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTAllED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. PRESSURED MAINLINE : PIPE FROM SOURCE OF SUPPLY TO CONTROl VALVES AND HOSE BIBS 2" OR LARGER SHAll BE CLASS 315 SDR 13.5 TYPE 1220 P. V.C. CONFORMING TO ASTM D2241. ASTM D1784 EXTRUDED FROM VIRGIN MATERIALS. AlL PIPE LESS THAN 2" SHAll BE SCHEDULE 40 TYPE 1220 P.V.C. CONFORMING TO ASTM D1785, ASTM D1784 All PLASTIC PIPE SHAll BE MARKED SHAll BE EXTRUDED FROM VIRGIN MATERIAlS WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE. SIZE. AND NSF APPROVAL. I.ATERAlliNE BELOW GRADE: NON-PRESSURIZED LATERAl liNE PIPE SHAll BE CLASS 200 SDR 21 TYPE 1220 P.V.C. CONFORMING TO ASTM D2241, D1784. P.V.C. PIPING SHAll BE EXTRUDED FROM VIRGIN MATERIALS. All PLASTIC PIPE SHALl BE MARKED WITH THE MANUFACTURER'S NAME TYPE AND CLASS OF PIPE. SIZE AND NSF APPROVAL LATERAL liNE ON GRAPE; NON-PRESSURED LATERAL LINE PIPE ON GRADE SHALL BE SCHEDULE 40 U.V.R. CONFORMING TO ASTM Dl785, ASTM D1784 AND ASTM G-53. MANUFACTURED BY BROWNliNE PIPE COMPANY OR AS INDICATED ON lEGEND. P.V.C. PIPING SHALL BE EXTRUDED FROM VIRGIN MATERIALS. All PLASTIC PIPE SHALL BE MARKED WITH THE MANUFACTURER"$ NAME TYPE AND CLASS OF PIPE. SIZE AND NSF APPROVAL PlASTIC PIPE FITTINGS: SHALl BE SCHEDULE 40 P.V.C. (CONFORMING TO ASTM D1785, D2466) TAPERED SOCKET TYPE. SUITABLE FOR EITHER SOlVENT WELD OR SCREWED CONNECTIONS, FLANGE AND SADDLE TEES WILL NOT BE ALLOWED. SOLVENT SHALL BE AS RECOMMENDED BY THE PIPE AND FITTING MANUFACTURER. BRASS PIPE AND FITTINGS: BRASS PIPE SHALl BE RED BRASS, SCHEDULE 40 SCREWED PIPE CONFORMING TO FEDERAL SPECIFICATIONS NO. WW-P-351. FITTINGS SHALL BE RED BRASS CONFORMING TO FEDERAl SPECIFICATION NO. WW-P-460. David OEAULT ASSOCIATES Inc. 951 129613430 IMNW.dnassoclates.com (/) (/) z z <( 0 _J 1-a.. <( UJ u a.. LL. <( u u (/) UJ 0 a.. (/) z z <( _J 0 -COPPER PIPE AND FITTINGS: COPPER PIPE SHALL BE TYPE K (HARD-DRAWN) CONFORMING TO ASTM 688. FITTING SHALL BE WROUGHT SOLDER JOINT TYPE IN ACCORDANCE WITH ANSI B 16.22 JOINTS SHAll BE SOLDERED IN ACCORDANCE TO ASTM B-206 AND FEDERAl SPECIFICATIONS QQB 00655. _J UJ 0 0 1- <( 0 STEEl PIPE: GALVANIZED STEEL PIPE SHAll BE ASA SCHEDULE 40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE IRON FITTINGS. STEEl PIPE SHALl BE INSTALLED ON GRADE SECURED TO SURFACE PER DETAIL BALL VALVES: SHALl BE BRONZE OR PLASTIC BODY AS INDICATED ON DRAWINGS. 125 P.S.I. MINIMUM, HEAVY DUTY, FEDERAL SPECIFIED, CROSS HANDLE. INSTALL WITH N.D.S. TYPE PLASTIC OR EQUAl ACCESS BOX AND liD. CONTROl VALVES : SHALL BE AS INDICATED ON THE DRAWINGS WITH FlOW ADJUSTMENT AND MANUAL BlEED DEVICE, INSTALLED, UNLESS OTHERWISE INDICATED. IN ONE OF THE FOllOWING TYPE BOXES AS INDICATED ON THE DRAWINGS. CONNECT TO CONTROLLERS IN THE OPERATING SEQUENCE INDICATED ON THE DRAWINGS. CONTROL WIRE : CONNECTIONS BETWEEN THE AUTOMATIC CONTROllERS AND THE ELECTRONIC CONTROL VALVES SHALL BE UF, SOLID COPPER WIRE. VINYL INSULATED 600 V. RATING, FOR DIRECT BURIAL INSTALLATIONS. CODING SHAll BE COLOR WIRE FOR PILOT WIRE. WHITE FOR COMMON GROUND WIRE. MINIMUM WIRE SIZES SHALL BE 18 GAUGE BURIED 18'" BELOW GRADE. USE APPROVED WATER PROOF WIRE CONNECTORS AND SEALER ON All SPLICES. A 241NCH EXPANSION PIG TAIL COIL SHALL BE PROVIDED AT EACH CONTROl VAlVE AND AT EACH CHANGE IN DIRECTION OF THE WIRE RUN. WIRING SHAll OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAl LINES WHEREVER POSSIBLE. AUTOMATIC CONTROLLER: SHAll BE AS INDICATED ON THE DRAWINGS, COMPLETE WITH ELECTRICAL HOOK..UP AND PROPER MOUNTING. ANY CONTROl WIRE EXPOSED AT THE CONTROLlER SHAll BE ENCASED IN ElECTRICAl CONDUIT OF THE SIZE REQUIRED. OUTDOOR CONTROLLERS SHALL BE WITHIN A VANDAL RESISTANT ENCLOSURE AND EQUIPPED WITH AN ON/OFF SWITCH FOR 110 VOLT POWER SUPPLY TO CONTROLLER. IRRIGATION HEADS· SHAll BE OF THE TYPES AND SIZES INDICATED ON THE DRAWINGS. All HEADS SHAll BE ADJUSTABLE. RISER NIPPLES SHALl BE THE SAME SIZE AS THE RISER OPENING IN THE BODY. BACKFLOW DEVICES: BACKFLOW PREVENTORS AND/OR VACUUM BREAKERS SHAll BE AS INDICATED ON THE DRAWINGS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION, INSTALLED TO MEET LOCAl CODES. All IRRIGATION SYSTEMS USING POTABLE WATER SOURCE REQUIRE BACKFLOW PREVENTION. CHECK VALVES: CONTRACTOR SHALL INSTAll ANTI-DRAIN VALVES AS REQUIRED TO PREVENT lOW HEAD DRAINAGE. ANY HEAD THAT DRAINS FOR MORE THAN ONE MINUTE REQUIRES AN ANTI-DRAIN VALVE. ATMOSPHERIC VACUUM BREAKERS: SHALL BE HEAVY DUTY BRASS AND FEDERAL SPECIFIED. INSTALL ON NON-CONSTANT PRESSURE liNES (LATERAl LINE) PER MANUFACTURE"$ SPECIFICATIONS. INSTAll12"' ABOVE HEIGHEST HEAD ON THAT SYSTEM. LOCATION PER DRAWINGS. PRESSURE REGULA TORS: SHALl BE BRONZE OR PlASTIC BODY AS INDICATED ON DRAWINGS. FACTORY SET P.S.I. AS SPECIFIED PER DRAWINGS. QUICK COUPLERS : SHALL BE HEAVY DUTY BRASS WITH COLORIZED RUBBER COVER AND TWO (2) PIECE BODY DESIGN. LOCATION PER DRAWINGS AS APPLICABLE. RISERS : All RISERS TO QUICK COUPLERS AND BACK FlOW DEVICES SHALL BE SCHEDULE 40 BRASS OF THE REQURED SIZES. RISERS TO IRRIGATION HEADS SHAll BE SCHEDULE 80 TYPE 1220 P .V .C. CONFORMING TO ASTM 2464. VALVE BOXES: INSTALL ALl VALVES, EXCEPT ANTI-SIPHON VALVES. IN PREMOLDED HIGH IMPACT PLASTIC VAlVE BOX. USE ROUND BOX FOR QUICK COUPLERS AND RECTANGULAR BOX FOR All OTHER VALVES. N.D.S (OR APPROVED EQUAL) WITH GREEN LID. LOCATE IN SHRUB PLANTING AREAS WHENEVER POSSIBLE. Date I Thes~ pl;ms have been noviewed by 1he. Coachella Valley Water District in accordance with Cclifornia Government Code! Section 65591 ct _seq. requiring efficient landscape and irrigation design :in cooperation -with the local gQveming agency (City or Col.lnty). Approval oftbis drawing by CVWD staff does not constitute approval to eJ].croach in,to district and USBR right-ofway. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CV\VD and USBR easements or Right-of-Way without first obtaining an encroachment pennit from CVWD. ~Al~_Y_A ·-'~ --· ~ -------~lrtbep~~--~o---------- CVWDPlan#. L45789 f:l:::: ~ f:l:::: - N <.0 I:'- <.0 ("I) • ct:: I-0 """ (/) ..- I z w 1- .:: :5 -:::> (/) a.. - (/) ~ (/) Ww :E~ I w ...J oo <(..--N ct:: :::C::c O::oo WN ....I ex:: 0..0> 0 Ww :1:<( ON -:o w -_J o<x: 0<( oW u.. :E~ ooO:: ..-co date: 01/15/2019 drawn: ESP I Wl checked: DSN scale: L2.4 of 16 sheets Know what's below. Ca/1811 before you dig 1. PLASTIC PIPE NOTES HANDLING: THE CONTRACTOR SHALL EXERCISE CARE IN HANDLING, LOADING AND STORING P.V.C. PIPE AND FITIINGS. ALL P.V.C. PIPE SHALL LIE FLAT SO NOT TO SUBJECT IT TO DUE BENDING OF CONCENTRATED EXTERNAL LOAD AT ANY POINT. P.V.C. PIPE AND FITTINGS SHALL NOT BE STORED IN DIRECT SUNLIGHT. ANY SECTION OF PIPE THAT HAS BEEN DENTED OR DAMAGED Will BE DISCARDED. LOCATIONS: PIPE LINES SHALL BE INSTALLED IN THE LOCATIONS AND OF THE SIZES SHOWN ON THE DRAWINGS OR HEREIN SPECIFIED. WHERE PIPING ON THE DRAWINGS IS SHOWN UNDER PAVED AREAS BUT RUNNING PARALLEL AND ADJACENT TO PLANTING AREAS, THE INTENT OF THE DRAWINGS IS TO INSTALL THE PIPING IN THE PLANTING AREA. PIPE CLEARANCE: UNDERGROUND LINES UP TO 2" INCLUSIVE SHALL HAVE A MINIMUM HORIZONTAL CLEARANCE OF 1 Z' FROM LINES OF OTHER TRADES. THIS REQUIREMENT DOES NOT APPLY TO ANY LINES CROSSING AT ANGLES FROM45 DEGREES WITH EACH OTHER. A MINIMUM 2" VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN LINES WHICH CROSS BETWEEN THESE ANGLES. NO LINE SHALL BE INSTALLED PARALLEL TO AND DIRECTLY OVER ANOTHER LINE. ASSEMBLY: All PIPE SHALL BE ASSEMBLED FREE FROM DIRT. THE MAIN LINE SUPPLY SHALL BE FLUSHED OUT AND TESTED FOR LEAKS BEFORE BACK FILLING AND WITH CONTROL VALVES IN PLACE AND BEFORE lATERAl PIPES ARE CONNECTED TO VALVES. EACH SECTION OF LATERAL PIPE SHALL BE FLUSHED OUT BEFORE SPRINKLER HEADS ARE ATTACHED. UNDER CONCRETE : GENERAllY, PIPING UNDER CONCRETE SHAll BE DONE BY SLEEVING PRIOR TO INSTALLATION OF CONCRETE. WRITTEN PERMISSION TO JACK. BORE OR HYDRAULIC DRIVE UNDER CONCRETE OR TO CUT OR BREAK SIDEWALKS AND/OR CONCRETE MUST BE OBTAINED FROM THE OWNER'S AUTHORIZED REPRESENTATIVE. NO HYDRAULIC DRIVING WILL BE PERMITIED UNDER ASPHALTIC CONCRETE PAVING. INSTALLATION PROCEDURES· EXCEPT AS NOTED IN OTHER PARTS OF THIS SPECIFICATION OR IN THE DRAWINGS, INSTALLATION OF PIPE AND FITIINGS SHAll BE AS OUTLINED IN MANUALS AS FURNISHED BY PIPE MANUFACTURER WHICH SHALL BE DEEMED AND CONSTRUED AS PART OF THIS SPECIFICATION. PLASTIC PIPE SHALL NOT BE LAID WHEN THERE IS WATER IN TRENCH. PIPE DEPTH: PROVIDE A MINIMUM 24" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE 3" AND LARGER. PROVIDE A MINIMUM 18" OF EARTH COVERAGE FOR ALL PRESSURE MAINLINE PIPE UP TO AND INCLUDING 2 1/Z'. PROVIDE A MINIMUM OF 12" OF EARTH COVERAGE FOR All NON PRESSURE LATERAL LINES. SITE MAINTENANCE : All LUMBER, RUBBISH AND LARGE ROCKS SHALL BE REMOVED FROM THE TRENCHES. PIPE SHALL HAVE A FIRM, UNIFORM BEARING FOR THE ENTIRE LENGTH OF EACH PIPE LINE TO PREVENT UNEVEN SETTLEMENT. PAD THE TRENCHES WITH DIRT OR SAND 4" IN DEPTH IF THE SOILIS EXTREMELY ROCKY. TREE LOCATIONS: TREE LOCATIONS TAKE PRIORITY OVER IRRIGATION PIPING. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. EXPANSION: PLASTIC PIPE WILL EXPAND APPROXIMATELY SIX (6") PER THOUSAND FT. (1000') BETWEEN DAY AND NIGHT TEMPERATURES IN HOT CLIMATE. THEREFORE, PIPE SHALL BE SNAKED FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. PIPE MAINTENANCE : ALL FOREIGN MA TIER OR DIRT SHAll BE REMOVED FROM THE INSIDE OF THE PIPE BEFORE IT IS LOWERED INTO POSITION IN THE TRENCH AND IT SHAll BE KEPT CLEAN BY APPROVED MEANS DURING AND AFTER LAYING Of THE PIPE. SLEEVING: IRRIGATION LINES THAT ARE UNDER STREETS AND PAVING OVER SEVEN 17) FEET WIDE SHALL BE INSTALLED BY THE OWNER. SLEEVES UNDER PAVING AND STREETS SHALL BE SCHEDULE 40 AND TWO TIMES THE DIAMETER OF THE PIPE AND/OR ADEQUATE FOR INSTALLATION OF WIRE. SLEEVING SHAll BE COORDINATED WITH IRRIGATION CONTRACTOR PRIOR TO BEGINNING OF WORK. JOINTS: JOINTS ON RISERS SHAll BE AS SHOWN ON DETAILS. THREADED CONNECTIONS ; ON PLASTIC TO STEEL CONNECTIONS, THE CONTRACTOR SHALL WORK THE STEEL CONNECTIONS FIRST. NON-HARDENING PIPE PERMATEX #2 TEFLON TAPE SHALL BE USED ON ALL THREADED PLASTIC TO STEEL AND PLASTIC TO PLASTIC JOINTS WITH LIGHT WRENCH PRESSURE IS All TO BE USED. SOL VENT CONNECTIONS: FOR P.V.C. PIPE, CONTRACTOR SHALL USE SOLVENT PRIMER AND SOLVENT CEMENT RECOMMENDED BY THE MANUFACTURER AND CONFORMING TO ASTM D-2564. FOR UVR·P.V.C. SOLVENT CEMENT SHALL BE BROWNLINE BOND-TITE CEMENT (CONFORMING TO THE REQUREMENTS OF ASTM D-2564) APPLY WITH AN APPROVED PRIMER PRIOR TO APPLICATION OF CEMENT. All PIPE AND FITTINGS SHALL BE THOROUGHLY CLEANED OF DIRT. DUST AND MOISTURE BEFORE APPLYING SOL VENT. THE CONTRACTOR Will MAKE SOLVENT WELD JOINTS WITH NON-SYNTHETIC BRISTLE BRUSH IN THE FOLLOWING SEQUENCE: A. APPLY A LIBERAL, EVEN COAT OF SOLVENT TO THE INSIDE OF THE FITIING. B. THEN APPLY A LIBERAL. EVEN COAT OF SOLVENT TO THE OUTSIDE OF THE PIPE, MAKING SURETHATTHE COATED AREA IS EQUAL TO THE DEPTH OF THE FITIING SOCKET. C. INSERT THE PIPE QUICKLY INTO THE FITIING AND TURN THE PIPE APPROXIMATELY 1/4 TURN TO DISTRIBUTE THE SOLVENT AND REMOVE AIR BUBBLES. HOLD THE JOINT FOR APPROXIMATRY 15 SECONDS SO THE Fm!NG DOES NOT PUSH OFF THE PIPE. D. USE A CLEAN RAG AND WIPE OFF ALL EXCESS SOL VENT TO PREVENT WEAKENING THE JOINT. E. BE SURE THAT IN GOING TO THE NEXT JOINT THAT THE PIPE IS NOT TWISTED, DISTURBING THE LAST COMPLETED JOINT. F. ALLOW ATLEAST 15 MINUTES SET UP TIMEFOR EACH. PRESSURE LINE TESTING : All TESTS ON PRESSURE LINES SHALL BE COMPLETE PRIOR TO BACKFILLING; HOWEVER, SUFFICIENT BACKFILL MATERIAL MAY BE PLACED IN TRENCHES BETWEEN FmiNGS TO ENSURE THE STABILITY OF THE LINE AS IT IS PRESSURIZED. IN All CASES. FITTINGS AND COUPLINGS MUST BE OPEN TO VISUAL INSPECTION FOR THE FULL PERIOD OF THE TEST. NO TESTING SHALL BE DONE UNTIL THE LAST SOLVENT WELDED JOINT HAS HAD TWELVE (12) HOURS TO SET AND CURE. PRESSURE LINES SHALL BE TESTED UNDER 150 P.S.I. WORKING PRESSURE FOR A PERIOD OF FOUR 14) HOURS AND PROVEN TIGHT. IF LEAKS OCCUR, THE JOINT OR JOINTS SHALL BE REPLACED AND THE TESTS REPEATED. BACKFILLING OF TRENCHES: BECAUSE OF THE EXPANSION AND CONTRACTION OF PLASTIC PIPE, BACKFILLING SHALL BE DONE IN THE COOL PART OF THE DAY. ESPECIALLY IN HOT CliMATES. TRENCHES SHALl BE BACKFILLED WITH THE EXCAVATED MATERIALS APPROVED FOR BACKFILLING, FREE FROM LARGE CLODS OF EARTH OR STONES. BACKFILL SHALL BE MECHANICALLY COMPACTED IN THE LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL Will CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER SURFACE IRREGULARITIES. TRENCHING AND BACKFILLING UNDER PAVING: TRENCHES LOCATED UNDER WHERE PAVING, CONCRETE OR ASPHALT WILL BE INSTALLED SHALL BE BACKFILLED IN ACCORDANCE WITH RECOMMENDATION OF STRUCTURAL SOILS REPORT. PLASTIC PIPE GUARANTEE : SPECIACATIONS AND LITERATURE SHALL BE SUBMITIED FOR APPROVAL PRIOR TO SUBMISSION OF BID. SUBMISSION OF SAMPLES MAY ALSO BE REQUIRED. PLASTIC PIPE MANUFACTURER'S GUARANTEE SHALL COVER WORKMANSHIP OF MATERIALS FOR All PLASTIC PIPE Fm!NGS. DEFECTS ; ALL DEFECTS IN INSTAllATION OF PLASTIC PIPE SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 2. IRRIGATION EQUIPMENT NOTES IRRIGATION EQUIPMENT: ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED PER THE SPECIFICATION AND RECOMMENDED INSTALLATION PROCEDURES OF THE MANUFACTURER AND CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). TURF IRRIGATION HEADS: TURF IRRIGATION HEADS IN OPEN AREAS SHALL BE INSTALLED AT LEAST 2" ABOVE FINISHED GRADE AT THE TIME OF INSTALLATION. WITHIN FIVE DAYS OF NOTIFICAITON BY THE OWNER'S REPRESENTATIVE, CONTRACTOR SHALL MAKE WHATEVER ADJUSTMENTS OF PIPE, FITTINGS, VALVES OR SPRINKLER HEADS NECESSARY TO BRING THE SYSTEM TO THE PROPER LEVEL OF THE PERMANENT GRADE. TURF IRRIGATION HEADS ALONG WALKS AND DRIVEWAYS, WHERE THE FINISHED GRADE LEVEL IS ESTABLISHED, SHALL BE SET FLUSH AT THE TIME OF INSTALLATION. IN NO CASE SHALL THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. SHRUB IRRIGATION HEADS: HEADS IN GROUND COVER AND SHRUB PLANTING AREAS SHALL BE INSTAllED ON NIPPLES HIGH ENOUGH TO BE ABOVE THE SURROUNDING PLANTING AS DIRECTED. OR AS INDICA TED ON THE PLANS. WHERE HIGH SHRUBS ARE PLANTED. LONGER RISERS SHALL BE INSTALLED AS DIRECTED BY THE LANDSCAPE ARTCHITECT. SHRUB HEADS ADJACENT TO WALKWAYS OR PARKING SHALL BE INSTALLED ON AN APPROVED HI-POP HEAD PER PLAN. RISERS SHALL BE LOCATED AS SPECIFIED PER PLANS ADJACENTTO WALLS AND BUILDINGS ONLY. IN NO CASE SHAll THE SPACING OF HEADS EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFACTURER. PRESSURE COMPENSATING SCREENS: CONTRACTOR SHALL INSTALL PRESSURE COMPENSATING SCREENS IN IRRIGATION HEADS AS NECESSARY TO ENSURE UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. CONTROL VALVES: All CONTROL VALVES ON LINE SHALL BE INSTALLED AS INDICATED ON DETAILS AND BE THE TYPE SPECIAED IN THE LEGEND. LOCATE CONTROL VALVES IN SHRUB PLANTING AREAS WHEREVER POSSIBLE. BACKFLOW DEVICES: LOCATE BACKFLOW DEVICES, ATMOSPHERIC VACUUM BREAKERS AND ANTI-SIPHON VALVES IN SHRUB AREAS ONLY. DEFECTS : All DEFECTS IN INSTALLATION OF IRRIGATION EQUIPMENT SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 3. RECORD AND AS-BUILT DRAWINGS ITEMIZED LIST: CONTRACTOR SHAll SUBMIT TO THE LANDSCAPE ARCHITECT AN ITEMIZED LIST OF EQUIPMENT FOR APPROVAL PRIOR TO ORDER OF EQUIPMENT. AS-BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP-TO-DATE COMPLETE "AS-BUILT' DRAWINGS INDICATING LOCATIONS, SIZES AND KINDS OF EQUIPMENT INSTALLED. PRINTS FOR THIS PURPOSE MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT AT COST. THIS SET OF DRAWINGS SHALL BE KEPT ON THE SITE AND SHALL BE USED ONLY AS A RECORD SET. CONTRACTOR SHAll FURNISH "AS-BUILT' DRAWINGS TO OWNER UPON COMPLETION OF PROJECT, EXCEPT FOR PRIVATE HOMEOWNER FRONTY ARD AND SLOPE PROJECTS. AS-BUILT FORMAT: BEFORE THE DATE OF FINAL OBSERVATION THE CONTRACTOR SHALL TRANSFER ALL IRRIGATION INFORMATION TO A BOND PRINT OF THE APPROVED PLANS. All WORK SHALL BE NEAT, IN RED INK AND SUBJECT TO APPROVAL OF THE OWNER. THE CONTRACTOR SHALL DIMENSION FROM TWO PERMANENT POINTS OF REFERENCES, BUILDING CORNERS, SIDEWALKS, LIGHT POLES, ETC. THE LOCATION OF THE FOLLOWING ITEMS. A. CONNECTION TO EXISTING WATER LINES. B. CONNECTION TO EXISTING ELECTRICAL POWER. C. GATE VALVES, BACKFLOW PREVENTION UNITS AND CONTROllERS. D. ROUTING OF IRRIGATION PRESSURE LINES (DIMENSION MAX. 100 FEET). E. IRRIGATION CONTROL VAl YES. F. ROUTING OF CONTROL WIRE. G. QUICK COUPLING VALVES. H. OTHER RELATED EQUIPMENT AS DIRECTED BY OWNER. I. MANUFACTURE AND MODEl NUMBERS OF EQUIPMENT SUCH AS: BACKFLOW PREVENTION DEVICE, All VALVES, SENSORS. CONTROLLERS AND HEADS SHALL BE NOTED ON THE AS-BUILT$ DELIVERY: ON THE DATE OF FINAL APPROVAL THE CONTRACTOR SHALL DELIVER ONE SET OF "REDLINE" BOND COPY OF "AS-BUILTS" PLANS TO THE OWNER. DELIVERY OF AS..BUILTS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBLITY OF FURNISHING INFORMATION THAT MAY BE OMITTED FROM PRINTS. MYLAR "AS-BUILTS" MAYBE REQUESTED BY THE OWNER AS AN ALTERNATIVE BID. CONTROLLER CHARTS : CONTROLLER CHARTS SHALL BE PREPARED BY THE CONTRACTOR AFTER APPROVAL OF THE "AS-BUILT'. THE CHART SHALL SHOW BY COLOR CODING THE AREA CONTROLLED BY EACH AUTOMATIC IRRIGATION CONTROLLER. CONTROLLER CHARTS FOR PRIVATE HOMEOWNER FRONTY ARD AND SLOPES ARE REQUIRED. CONTRACTOR SHALL FILL IN STATION #'S & LOCATIONS ON MANUF. CHART. CONTROLLER CHART FORMAT : THE CONTOLLER CHART SHAll BE A XEROX REDUCTION OF THE "AS BUILT' TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW (CONTROLLER SEQUENCE NUMBERS MUST BE LARGE ENOUGH TO BE LEGIBLE AT THE REDUCED FORMAT). UPON COMPLETION THE CHART SHAll BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC. CHARTS SHALL BE COMPLETED AND APPROVED PRIOR TO THE FINAL IRRIGATION FIELD OBSERVATION. 4. EQUIPMENT TO BE FURNISHED MAINTENANCE TOOLS : SUPPlY THE APPROPIRATE MAINTENANCE PERSONNEL WITH THE FOLLOWING TOOLS: A. TWO SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF IRRIGATION HEAD AND VALVE SUPPLED. B. TWO (2) KEYS FOR EACH AUTOMATIC CONTROLLER. C. ONE 1J) QUICK COUPLER KEY AND MATCHING HOSE SWIVEL FOR EVERY (5) QUICK COUPLING VALVE INSTALLED, AS APPLICABLE. D. THE ABOVE LISTED EQUIPMENT SHALL BE TURNED OVER TO THE OWNER AT THE CONCLUSION OF WORK AND BEFORE FINAL OBSERVATION CAN OCCUR. C. EXECUTION I INSPECTIONS· A. PRIOR TO START OF WORK IN THIS SECTION VERIFY THAT All WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. B. VERIFYTHAT IRRIGATION SYSTEM MAY BE INSTALLED IN STRICT ACCORDANCE WITH All PERTINENT CODES AND REGULATIONS, THE ORIGINAL DESIGN. THE REFERENCED STANDARDS, AND THE MANUFACTURER'S RECOMMENDATIONS. 2. DISCREPANCIES_;_ IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. DO NOT PROCEED WITH INSTALLATION UNTIL All DISCREPENCIES HAVE BEN RESOLVED. 3 GRADES· A. BEFORE STARTING WORK, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS WITH RESPECTTO FINISH GRADE. B. BEFORE WORK ON THIS SECTION WILL BE ALLOWED TO BEGIN FINAL GRADES SHALL BE ACCEPTED BY THE PUBLIC WORKS INSPECTOR AND LANDSCAPE ARCHITECT. 4. FIELD MEASUREMENTS: A. MAKE ALL NECESSARY MEASUREMENTS IN THE FIELD TO ENSURE PRECISE FIT OF ITEMS IN ACCORDANCE WITH THE ORIGINAL DESIGN. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IRRIGATION MATERIALS WITH ALL OTHER WORK. B. All SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL SIZE DIMENSIONS PRIOR TO PROCEEDING WITH WORK UNDER THIS SECTION. 5. EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES, WHICH ARE CAUSED BY HIS OPERATIONS OR NEGLECT. ~~~~TI~~fin':cT~H~~E,~D~R~~A~~WINGS ARE DIAGRAMMATIC. PROVIDE OFFSETS IN P LOCATIONS AS NECESSARY TO CONFORM WITH STRUCTURES AND TO A VOID OBSTRUCTIONS OR CONFLICTS WITH OTHER WORK AT NO ADDITIONAL EXPENSE TO OWNER. 7.LAYOUT: A. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY LINES, ROUTING AND LOCATION OF SPRINKLER HEADS, VALVES, BACKFLOW PREVENTER. AND AUTOMATIC CONTROLLER. B. All PIPING SHOWN ON DRAWINGS IN PAVED AREAS BUT ADJACENT TO PLANTERS SHALL BE INSTALLED WITHING THE PLANTER. 8. WATER SUPPLY: CONNECTIONS TO, OR THE INSTALLATION OF, THE WATER SUPPLY SHALL BE ATTHE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. 9. ELECTRICAL SERVICE: A. CONNECTIONS TO THE ElECTRICAl SUPPLY SHALL BE AT THE LOCATIONS SHOWN ON THE DRAWINGS. MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS SHALL BE MADE AT NO ADDITIONAL EXPENSE TO OWNER. B. CONTRACTOR SHALL MAKE ELECTRICAL CONNECTIONS TO THE IRRIGATION CONTROLLER. ELECTRICAL POWER SOURCE TO CONTROLLER LOCATIONS SHALL BE PROVIDED BY OTHERS. 10 TRENCHING A. EXCAVATIONS SHALL BE STRAIGHT WITH VERTICAL SIDES, EVEN GRADE. AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. TRENCHING EXCAVATION SHALL FOLLOW LAYOUT INDICATED ON DRAWINGS TO THE DEPTHS BELOW FINISHED GRADE AND AS NOTED. WHERE LINES OCCUR UNDER PAVED AREA, THESE DIMENSIONS SHALl BE CONSIDERED BELOW SUBGRADE. B. PROVIDE MINIMUM COVER OF 181NCHES ON PRESSURE SUPPLY LINES 21NCHES AND SMALLER. C. PROVIDE MINIMUM COVER OF 181NCHES FOR CONTROL WIRES. D. PROVIDE MINIMUM COVER OF 361NCHES ON PRESSURE SUPPLY LINES UNDER VEHICULAR TRAVEL WAYS. E. PROVIDE MINIMUM COVER OF 12 INCHES FOR NON-PRESSURE LINES. F. PIPES INSTALLED IN A COMMON TRENCH SHAll HAVE A 4-INCH MINIMUM SPACE BETWEEN PIPES. 11. BACKFILLING A. BACKFILL MATERIAL ON All LINES SHAll BE THE SAME AS ADJACENT SOIL FREE OF DEBRIS. LITTER, AND ROCKS OVER 1/21NCH IN DIAMETER. B. BACKFILL SHALL BE TAMPED IN 4-INCH LAYERS UNDER THE PIPE AND UNIFORMLY ON BOTH SIDES FOR THE FULL WIDTH OF THE TRENCH AND THE FUll LENGTH OF THE PIPE. BACKFILL MATERIALS SHALL BE SUFFICIENTLY DAMP TO PERMIT THOROUGH COMPACTION, FREE OF VOIDS. BACKFILL SHALL BE COMPACTED TO DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND SHALL CONFORM TO ADJACENT GRADES. C. FLOODING TRENCHES IN LIEU OF TAMPING IS NOT ALLOWED. D. UNDER NO CIRCUMSTANCES SHALL TRUCK WHEELS BE USED TO COMPACT BACKFILL E. PROVIDE SAND BACKFill A MINIMUM OF 41NCHES OVER AND UNDER ALL PIPING UNDER PAVED AREAS. 12. PIPING A. PIPING UNDER EXISTING PAVEMENT MAY NOT BE INSTALLED BY JACKING, BORING, OR HYDRAULIC DRIVING, UNLESS WRmEN APPROVAL BY OWNER IS RECEIVED. NO HYDRAULIC DRIVING IS PERMmED UNDER ASPHALT PAVEMENT. B. CUTIING OR BREAKING OF EXISTING PAVEMENT IS NOT PERMmED. C. CAREFULLY INSPECT All PIPE AND FITIINGS BEFORE INSTALLATION, REMOVING DIRT. SCALE. BURRS, AND REAMING. INSTALL PIPE WITH All MARKINGS UP FOR VISUAL INSPECTION AND VERIFICATION. D. REMOVE ALL DENTED AND DAMAGED PIPE SECTIONS. E. All LINES SHALL HAVE A MINIMUM CLEARANCE OF 4 INCHES FROM EACH OTHER AND 12 INCHES FROM LINES OF OTHER TRADES. F. PARALLEL LINES SHAll NOT BE INSTALLED DIRECTLY OVER EACH OTHER. G. IN SOLVENT WELDING, USE ONLY THE SPECIFIED PRIMER AND SOLVENT CEMENT AND MAKE All JOINTS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED METHODS INCLUDING WIPING All EXCESS SOLVENT FROM EACH WELD. ALLOW SOLVENT WELDS AT LEAST 15 MINUTES SETUP TIME BEFORE MOVING OR HANDLING AND 24 HOURS CURING TIME BEFORE FILLING. H. PVC PIPE SHALL BE INSTALLED IN A MANNER, WHICH WILL PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE PIPE MANUFACTURER. 1. CENTERLOAD All PLASTIC PIPE PRIOR TO PRESSURE TESTING. J. ALL THREADED PLASTIC-TO-PLASTIC CONNECTIONS SHAll BE ASSEMBLED USING TEFLON TAPE OR TEFLON PASTE. K. FOR PLASTIC-TO-METAL CONNECTIONS, WORK THE METAl CONNECTIONS FIRST. USE A NON-HARDENING PIPE DOPE AN All THREADED PLASTIC-TO-METAL CONNECTIONS, EXCEPT WHERE NOTED OTHERWISE. ALL PLASTIC-TO-METAl CONNECTIONS SHALL BE MADE WITH PLASTIC FEMALE ADAPTERS. 13. CONTROLLER A. THE EXACT LOCATION OF THE CONTROLLER SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE INSTALLATION. THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH THIS LOCATION. B. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL HOOK UP TO THE IRRIGATION CONTROLLER. C. THE IRRIGATION SYSTEM SHALL BE PROGRAMMED TO OPERATE DURING THE PERIODS OF MINIMAL USE OF THE DESIGN AREA. 14. CONTROL WIRING A. LOW VOLTAGE CONTROL WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINES WHENEVER POSSIBLE. B. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER IN A BUNDLE AT INTERVALS OF 10 FEET. BUNDLE SHAll BE SECURED TO THE MAINLINE WITH TAPE AT INTERVALS OF 20 FEET. C. ALL CONNECTIONS SHAll BE OF AN APPROVED PRE-FILLED GEL TYPE AND SHALL OCCUR IN A VALVE BOX. PROVIDE AN 18-INCH SERVICE LOOP AT EACH CONNECTION. D. AN EXPANSION LOOP OF 121NCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL CHANGE, AND ONE OF 24 INCHES SHAll BE PROVIDED AT EACH REMOTE CONTROL VALVE. E. A CONTINUOUS RUN OF WIRE SHALL BE USED BETWEEN A CONTROLLER AND EACH REMOTE CONTROL VALVE. UNDER NO CIRCUMSTANCES SHALL SPLICES BE USED WITHOUT PRIOR APPROVAL. 15. VALVES A. AUTOMATIC CONTROL VALVES. QUICK COUPLER, AND BALL VALVES ARE TO BE INSTALLED IN THE APPROXIMATE LOCATIONS INDICATED ON THE DRAWINGS. B. VALVE SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. C. INSTALL ALL VALVES AS INDICATED IN THE DETAIL DRAWINGS. D. VALVES TO BE INSTALLED IN VALVE BOXES SHALL BE INSTALLED ONE VALVE PER BOX. 16. VALVE BOXES A. VALVE BOXES SHALL BE INSTALLED IN SHRUB AREAS WHENEVER POSSIBLE. B. EACH VALVE BOX SHALL BE INSTALLED ON A FOUNDATION OF 3/4-INCH GRAVEL BACKFILL 3 CUBIC FEET MINIMUM. VALVE BOXES SHAll BE INSTALLED WITH THEIR TOPS 1/21NCH ABOVE THE SURFACE OF SURROUNDING FINISH GRADE IN LAWN AREAS AND 21NCHES ABOVE FINISH GRADE IN GROUND COVER AREAS. 17.1RRIGATION HEADS A. EMmERS SHALL BE INSTALLED AS INDICATED ON THE DRAWINGS. B, SPACING OF EMmERS SHAll NOT EXCEED MAXIMUM INDICATED ON THE DRAWINGS. C. RISER NIPPLES SHALL BE OF THE SAME SIZE AS THE RISER OPENING IN THE SPRINKLER BODY. 18. MISCELLANEOUS EQUIPMENT A. INSTAll ALL ASSEMBLIES SPECIFIED HEREIN ACCORDING TO THE RESPECTIVE DETAIL DRAWINGS OR SPECIACATIONS, USING BEST STANDARD PRACTICES. B INSTAll DEVICES SliGH AS RAIN SENSORS, MASTER VALVES, BASKET STRAINERS AND FLOW SENSORS AS INDICATED ON THE DRAWINGS AND AS RECOMMENDED BY THE MANUFACTURER. 19. FLUSHING THE SYSTEM A. PRIOR TO INSTALLATION OF IRRIGATION HEADS, THE VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE LINES AND RISERS. B, IRRIGATION HEADS SHALL BE INSTAllED AFTER FLUSHING THE SYSTEM HAS BEEN COMPLETED. 20. ADJUSTING THE SYSTEM A. CONTRACTOR SHALL ADJUST VAL YES, ALIGN HEADS, AND CHECK THE COVERAGE OF EACH SYSTEM PRIOR TO COVERAGE TEST. B, IF II IS DETERMINED BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE THAT ADDITIONAL ADJUSTMENTS OR NOZZLE CHANGES WILL BE REQUIRED TO PROVIDE PROPER COVERAGE, All NECESSARY CHANGES OR ADJUSTMENTS SHALL BE MADE PRIOR TO ANY PLANTING AND AT NO ADDITIONAL CHARGE TO THE OWNER. C. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. D. AUTOMATIC CONTROL VAl YES ARE TO BE ADJUSTED SO THA TTHE IRRIGATION HEADS AND DRIP TUBING OPERATE ATTHE PRESSURE RECOMMENDED BY THE MANUFACTURER. 21. TESTING AND OBSERVATION A. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED. TESTED AND ACCEPTED BY THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR NOTIFYING THE LANDSCAPE ARCHITECT, OWNER, AND GOVERNING AGENCIES. A MINIMUM OF 48 HOURS IN ADVANCE. WHERE AND WHEN THE WORK IS READY FOR TESTING. C. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR SHALL PERFORM A COVERAGE TEST OF EACH SYSTEM IN ITS ENTIRETY TO DETERMINE IF THE WATER COVERAGE FOR THE PLANTED AREAS IS COMPLETE AND ADEQUATE IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. D. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE DUE TO DEVIATIONS FROM THE PLANS, OR WHERE THE SYSTEM HAS BEEN WILLFULLY INSTALLED AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUSLY INADEQUATE, WITHOUT BRINGING THIS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THIS TEST SHALl BE ACCEPTED BY THE LANDSCAPE ARCHITECT AND ACCOMPLISHED BEFORE STARTING ANY PLANTING. E. FINAL PLANTING INSPECTION Will NOT COMMENCE WITHOUT RECORD DRAWINGS AS PREPARED BY THE IRRIGATION CONTRACTOR. 22. MAINTENANCE DURING THE MAINTENANCE PERIOD THE CONTRACTOR SHALL ADJUST AND MAINTAIN THE IRRIGATION SYSTEM IN A FULLY OPERATIONAL CONDITION PROVIDING COMPLETE IRRIGATION COVERAGE TO ALL INTENDED PLANTINGS.T 23. COMPLETION CLEANING CLEAN UP SHALL BE MADE AS EACH PORTION OF THE WORK PROGRESSES. REFUSE AND EXCESS DIRT SHALL BE REMOVED FROM THE SITE, ALL WALKS AND PAVING SHALL BE BROOMED, AND ANY DAMAGE SUSTAINED ON THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS. END OF SECTION :Ihese phms have ~en rcvie\ved by the, Coachella Valley Watc•-District in ;.Jecordance_ with CalifumiaGovemment Cod:;;, Section 6559-1 et seq. requlrin.g effici_ent landscape and irrigation design in cooperation with the local governing agency (City or County), Approval of this drawing by CV\\'D staff c.lms not constitute approval to encroach into district and USBR right-of way. '(rees, plants, walls and permanent structures of any kind may-not-be planted or installed in CVWD and l.]SBR easem~nts or Right-qf-Way without first obtaining an encroachment pennit from CVWD. CVWD Plan uL4579Q David nEAULT ASSOCIATES Inc. 951 1296 i 3430 www.dnassocia1es.com V) V) z z <( 0 _J 1- 0.. <( UJ u 0.. u.. <( u u V) UJ 0 0.. (/) z z <( _J 0 -_J 1- UJ <( 0 0 0 a::: ~ a::: N co I'-co ("I) • 0::: I-0 -.;t (f) ..- I z w I- <( ::s :::> en I-a.. - (/') ~ (/) UJLU :E~ :::r: w ...J oo <(..- -N 0::: ::C:::c C::oo WN __. 0:: (1_0> 0 UJLU :2;<( ON -:o w -_J o<e oli] LJ.. :E~ 00:: ~co date: 01/15/2019 drawn: ESP I WL checked: DSN scale: L2.5 of 16 sheets ~ ~-VINES SHOWN ON OPPOSITE SIDE OF WALL FOR CLARITY ~ -- Know what~ below. Call811before you dig VINES SHOWN ON OPPOSITE SIDE OF WALL FOR CLARITY . .,. .·. . .. ·· ,. . .: ' : ;· ·:.···.~~~r;=n~~~ ; '• ,., •' .:·· .... '· . -. .... : . ' .. · . ., ., .... LOT 44 PLAN 3B II II II II II II \ 1 LOT 45 I' PLAN 2C I Y;;l----1 ~ ~ ·~·~-~~bl22ZIK ~R~ ~i= FF 27.67 ~~~==:'!=:':::~~~l~t_j ~ d~~t/ ~--------- 2 i1t-i-------+-~ ~~ TRACT 3Xj ~:~~~6D5S1ANITA-TIO_N_E_S_M--T-~ ~--- 63-68 . _.----CVWD 12" DIA. '---CVWD 8" POT LEGEND SYM BOTANICAL NAME WATER LINE PER DWG #41539-41541 ®) ( 1) 15 GAL. DASYLIRION WHEELER!-UNDERPLANT WI ( 6) 4" POT SEDUM MORGIANUM @ ( 1) 5 GAL. AGAVE VILMORINIANA-UNDERPLANT WI (6} 4" POT VERBENA PERU VIANA SEWER LINE PER DWG #41536-41538 @ ( 1) 24" BOX DRACAENA DRACO-UNDER PLANT DRACAENA WI (8) 4" POT VERBENA PERUVIANA <§) (1) 15 GAL. AGAVE MEDIO-PICTA "ALBA" 3 "r;~ ~ -.~C.l----1 ~ ..... --~~~ 4 LOT 46 PARKING ~ s[il] NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND/OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS Dare 0 7 LEGEND These plans have been reviewed by the Coachella Valley Water District in accordance with Cahfomia Government Code, Section 6559l et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval offhis. drawing by CVWD staff does not constitute approval to encroach into district.ancl USBR right--of way. Trees, plants, walls and pennanent structures of any kind may not be planted or installed in CVWD and USBR easements o(Rigbt-of-W ay without:fir:st obtaining an encroachment permit-from CVWD. @ ( 1) 15 GAL. BOUGAINVILLEA 'LA JOLLA' CVWDPian# l45791 @ ( 1) 5 GAL. PEDILANTHUS MACROCARPUS-UNDER PLANT WI ( 6) 4" POT SEDUM SIEBOLDII @> ( 1) 5 GAL. ASPARAGUS MEYER II @ (1) 5 GAL. CHONDROPETALUM TECTORUM @ ( 1) 15 GAL. BOUGAINVILLEA 'TORCH GLOW' @ (1) 15 GAL. DASYLIRION WHEELER!-UNDERPLANT WI (6} 4" POT SEDUM MORGIANUM 0 20' Scale: 1"= 20' 40' 80' N 0 RTH David nEAUlT ASSOCIATES Inc. 951 1296 i 3430 www.dnassociates.com U') z <( _J 0... z w <( 0... _J <( 0... u (j U') 0 z -z 1- <( z _J <( _J _J w 0... 0 0 ~ N c.o I'-c.o ('f) • 0::: r-0 """" (/) ...... I z w !:: ~ ::i :::> (/) Q.. - Vl ~ (f) WLJJ ::£~ J: UJ ...J oo <(..- -N 0::: :::C::c O::ro WN __. 0:: o..<» 0 WLJJ ::;§;<( ON -:o w -...J o<e 0<( ow LL. ::£~ roO:: ..-LD /\ date: 01/15/2019 drawn: ESP I WL . -··· ... -----· . checked: DSN scale: L3.1 of 16 sheets PLANT LEGEND ACCENTS 0 @ ® SHRUBS $* ® <§> @ @ <:!) @ @ ® BOTANICAL NAME BRACHYCITON POPULNEUS BUTIA CAPITATA CERCIDIUM "DESERT MUSEUM" CALLISTEMON VIMINALIS MELALEUCA QUINQUENERVIA QUERCUS VIRGINIANA 'HERITAGE' SCHINUS MOLLE WASHINGTONIA FILIFERA DASYLIRION WHEELER! LAURUS NOBILIS DRACAENA DRACO AGAVE A. MEDIO-PICTA "ALBA" AGAVE DESMETTIANA AGAVE GEMINIFLORA BOUGAINVILLEA 'TORCH GLOW" CAESALPINIA PULCHERRIMA CALLISTEMON 'LITTLE JOHN' CALLISTEMON 'LITTLE JOHN' DASYLIRION LONGISSIMUM DIETES BICOLOR ECHINOCACTUS GRUSONII HEMEROCALLIS 'TINY TEMPTRESS" -()} HESPERALOE P. "BRAKELIGHTS" @ HESPERALOE P. 'YELLOW' (0 LANTANA "RADIATION" • LANTANA MONTEVIDENSIS "ALBA" {!) LAVANDULA A. 'MUNSTEAD' @ LEUCOPHYLLUM LAEVIGATUM <&\) MUHLENBERGIA l. 'AUTUMN GLOW' {8 MUHLENBERGIA RIGENS (1) MUHLENBERGIA 'REGAL MIST' ® MUHLENBERGIA RIGIDA @ MUHLENBERGIA REVERCHONI @ ROSMARINUS 0. "PROSTRATUS" ® ROSA "ICEBERG" @ RUSSELLIA EQUISETIFORMIS 0 ZAUSCHNERIA CALIFORNICA ~ • BOUGAINVILLEA 'LA JOLLA' HARDENBERGIA VIOLACEA MACFADYENA UNGUIS-CAT! TECOMARIA CAPENSIS (ESPALIER) GROUNDCOVER ~ LANTANA MONTEVIDENSIS E":<"="'>J LANTANA "SPREADING SUNSEr' ~ BOUGAINVILLEA "ROSENKA" COMMONNAME Qfi. BOTTLE TREE 5 PINDO PALM 4 PALOVERDE 4 WEEPING BOTTLE BRUSH 5 CAJEPUT TREE 3 SOUTHERN LIVE OAK CALIFORNIA PEPPER 6 CALIFORNIA FAN PALM 6 DESERT SPOON 4 SWEETBAY 12 DRAGON TREE 10 VARIEGATED CENTURY PLANT 9 SMOOTH AGAVE 18 PARRY'SAGAVE 2 TORCH GLOW BOUGAINVILLEA 40 RED BIRD OF PARADISE 30 DWARF BOTTLEBRUSH 17 DWARF BOTTLEBRUSH 19 MEXICAN GRASS TREE 1 B FORTNIGHT LILY 53 GOLDEN BARREL CACTUS 22 DAYLILY 177 RED YUCCA YELLOW HESPERALOE LANTANA WHITE TRAILING LANTANA ENGLISH LA YEN DER CHIHUAHUAN SAGE AUTUMN GLOW MUHL Y DEER GRASS PINK MUHLY PURPLE MUHLY SEEP MUHLY SPREADING ROSEMARY WHITE SHRUB ROSE CORAL FOUNTAIN CALIFORNIA FUCHSIA BOUGAINVILLEA LILAC VINE CAT'S CLAW VINE CAPE HONEYSUCKLE 40 57 31 38 27 4 8 26 12 16 8 63 13 29 56 22 22 8 24"BOX 12' B.T.H. 36"BOX 24"BOX 24" BOX 36"BOX 36"BOX 12' B.T.H. 15 GALLON 15 GALLON 15 GALLON 15 GALLON 15 GALLON 5GALLON 5GALLON 5GALLON 5GALLON 1SGALLON 15 GALLON 5 GALLON 10GALLON 5GALLON 5GALLON 5GALLON 5GALLON 5GALLON SGALLON SGALLON SGALLON SGALLON 5GALLON SGALLON SGALLON 5GALLON 5GALLON SGALLON SGALLON 15GALLON SGALLON 5GALLON 15 GALLON WATER USE NOTES MODERATE STANDARD, 11' H X 4' WD MODERATE MATCHING, AS APPROVED LOW MULTI, 1 0' H X 7' WD MODERATE STANDARD, 11' H X 4' WD MODERATE LOW-BRANCH. 10' H X 4' WD MODERATE STANDARD. 13' H X 6' WD MODERATE MULTI, 10' H X 7' WD MODERATE SKINNED TRUNKS LOW FULL/HEALTHY, MIN. 3' HT X 2' WD MODERATE FULL/HEALTHY, COLUMNAR LOW FULL/HEALTHY. MIN. 3' HT X 2' WD LOW FULL & HEALTHY, 24" HT X 24" WD LOW FULL & HEALTHY, 24" HT X 24" WD LOW FULL & HEALTHY. 18" HT X 18" WD MODERATE FULL & HEALTHY, 18" HT X 18" WD LOW FULL & HEALTHY, 18" HT X 18" WD MODERATE FULL&HEALTHY. 18"HTX 18"WD MODERATE FULL & HEALTHY. 24" HT X 24" WD LOW FULL & HEALTHY. 36" HT X 24" WD MODERATE FULL & HEALTHY. 18" HT X 18" WD LOW FULL & HEALTHY, 12" HT X 12" WD MODERATE FULL & HEALTHY, 1 0" HT X 1 0'' W D LOW LOW MODERATE MODERATE MODERATE LOW MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE FULL& HEALTHY, 18"HTX 12"WD FULL & HEALTHY, 18" HT X 12" WD FULL & HEALTHY, 18" HT X 18" WD FULL & HEALTHY, 9" HT X 9" WD FULL & HEALTHY, 18" HT X 18" WD FULL& HEALTHY. 18"HTX 18"WD FULL & HEALTHY. 18" HT X 18'' WD FULL & HEALTHY, 18" HT X 18" WD FULL & HEALTHY, 9" HT X 9" WD FULL & HEALTHY, 9" HT X 9" WD FULL & HEALTHY, 9" HT X 9" WD FULL & HEALTHY, 18" HT X 18" WD FULL & HEALTHY, 18" HT X 18" WD FULL & HEALTHY. 18" HT X 18" WD FULL & HEALTHY, 9" HT X 9" WD MODERATE FULL ATTACH TO WALL OR FENCE MODERATE LOW MODERATE FULL, ATTACH TO WALL OR FENCE FULL ATTACH TO WALL OR FENCE ON NURSERY TRELLIS SPREADING LANTANA AS REQ'D 5 GALLON @24" O.C. MODERATE TRIANGULAR SPACING FULL & HEALTHY, 9" HT X 9" WD SPREADING LANTANA BOUGAINVILLEA AS REQ'D 5 GALLON @24" O.C. MODERATE TRIANGULAR SPACING AS REQ'D 5 GALLON @3' O.C. MODERATE TRIANGULAR SPACING FULL & HEALTHY, 9" HT X 9" WD FULL & HEALTHY, 9" HT X 9" WD 5/8" SCREENED-3" DEPTH DECOMPOSED GRANITE: 'F ALOMINO CORAL' BY SOUTHWEST BOULDER IN All PLANTER AREAS CONTRACTOR SHALL SUBMIT SAMPLE TO L.A. PRIOR TO ORDERING ['··· .. ,;.! ·: '"•'. ·.· . '. ' . . . -. . ' . Know what's below. Call811beforeyoudig ARTIFICIAL TURF NOTES: 1. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT, If PLANT HEIGHT AND WIDTH SPECIFICAnONS INDICATED ARE NOT AVAILABLE. 2. LINEAR DEEP ROOT BARRIERS TO BE INSTALLED FOR ANY TREES WITHIN 6' FROM ANY HARDSCAPE. 24" DEEP. LINEAR ROOT BARRIER TO BE USED-1 0' LENGTH, 5' ON EITHER SIDE OF TREE AGAINST THE HARDSCAPE. 3. ALL TREE SPECIFICATIONS & LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR APPROVAL. CONTRACTOR SHALL FORWARD DIGITAL PHOTO'S OF ALL TREES WITH A PERSON IN THE PHOTO FOR SCALE AND WITH THE TREE SEPARATED FROM OTHER TREES FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND DELIVERY. 4. CONTACT LANDSCAPE ARCHITECT PRIOR TO ORDERING TREES 24" BOX OR LARGER. TREES OF SAME SPECIES PLANTED NEXT TO EACH OTHER SHALL MATCH. 5. TREES SHALL BE SET BACK 10' FROM LIGHT STANDARDS AND POWER POLES. 8' FROM HYDRANTS, 5' FROM WATER AND SEWER LINES, 5' FROM SIDEWALKS, DRIVEWAYS AND BUILDINGS. 6. NO SUBSTITUTIONS WITHOUT PRIOR APPROVAL FROM LAND. ARCH. POT LEGEND SYM @ @ @ @ @ @ @ @ @ @ D BOTANICAL NAME (I) I 5 GAL. DASYLIRION WHEELER I -UNDERPLANT WI ( 6) 4" POT SEDUM MORGIANUM (I) 5 GAL AGAVE VILMORINIANA-UNDERPLANT WI (6) 4" POT VERBENA PERUVIANA (I) 24" BOX DRACAENA DRACO -UNDERPLANT DRACAENA WI (8) 4" POT VERBENA PERUVIANA (l) 15 GAL AGAVE MEDIO-PICTA "ALBA" ( l) 15 GAL. BOUGAINVILLEA 'LA JOLLA' ( 1) 5 GAL PEDILANTHUS MACROCARPUS-UNDERPLANT WI { 6) 4" POT SEDUM SIEBOLD!! (l) 5 GAL. ASPARAGUS MEYERII {1) 5 GAL. CHONDROPETALUM TECTORUM (1) 15 GAL. BOUGAINVILLEA 'TORCH GLOW' {1) 15 GAL. DASYLIRION WHEELER I-UNDERPLANT WI (6) 4" POT SEDUM MORGIANUM • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • L....-EDGEOFPAVING, WALK. WALL, EfC. GROUNDCOYER SUBGRADE NOTE: LOCATE PlANTS SPACED EQUIDISTANT (D) FROM EACH OTHER AS SHOWN. D =AS SHOWN ON PlANTING PLAN. GROUNDCOVER CONDITIONED SOE. • • • • • • N.T.S .Date 'Ihese plans have been reviewed by the Coachella Valley \Vater District in accQrdance whb C~ifomia G(.)vemrnent Co~d~.-Section 65591 et ~eq. requiring -effieient1andscape and .irri¢on design in ooopcmtion with the local go.vcmi:ng agency (City or Omnty). Approval ofthis-dt:awing by-CVWD staff does-not constitute app_rov~ to encroach into district and USBRrightc<>fv,.-ay. Trees, plants, walls and _permanent structures of any kind niay not be planted or installed ih CVWD and USBR_~me-uts or Right-of~\\l~y without first obtaining M encroaclunent pennit from CVWD. CVWDP!an# L45792 NOTE: TOP OF ROOT BALL SHALL BE 1" ABOVE FINISH GRADE MAINTAIN GROUNDCOVER FREE AREA 12'' AROUND TRUNK FINISH GRADE PLANTT AS LETS (SEE SPECS.) BACKFILL MIX (SEE SPECS.) E NOTE: All PLANT BASINS SHALL RECEIVE --A 3" LAYER OF APPROVED MULCH. VINE PLANTING ---SECURE AND SPREAD VINE TO SURFACE W/ ANCHORS ---TILT STAKE AND VINE AT ANGLE AGAINST WALL TO ALLOW VINE TO GROW UP WALL J---EXISTING WALL· SEE PLAN BACKFILL PUDDLE AND SETTLE TO SET PLANT ATANISH GRADE N.T.S r---LOOOEPOu; PINE STAKE TREE TIE LODGEPOLE PINE STAKES. 3~DIA X 10' REQ'D FOR 15 GAL &. LARGER TREE TRUNK TREt TIE, NAIL TO STAKE MAINTAIN R!RF & GROUND COVER FREE AREA 12" fROM TRUNK V.l.T. T'N!ST BRACE (2PER SECURED TO STAKE WITH GALVANIZED NAILS BACKftLL MIX (SEE SPECS.) NOTE: 1. ALL PLANT BASINS SHALL RECEIVE A 2" LAYER OF APPROVED MULCH. 2. !::EEP MULCH 2" FROM TRUNK. 3. ALL TREES IN TURF AREAS SHALL BE INSTAllED WITH APPROVED TRUNK GUARDS. 4. SET ROOTBALL 1/Z' MIN. Z' MAX. HIGHER THAN ANISH GRADE. 5. SlAKES SHALL NOT PIERCE ROOTSAll 6. WHERE SUBBlER:S ARE SPECIFIED IN STALL iNSIDE OF PIPE. REfER TO !RRtGATlON PLAN FOR SPEClfiCAllCNS. PLANTING BACKFill PUDDlE AND SEITLE TO StT PLANT ATflNISH GRADE l _,. _ ___;2X~R0'-00~TB~AL±_L _.::::t;-SET ROOTBALL CROWN FULSH + WI fiNiSH GRADE A TREE PLANTING ,...---LODG-EPOLE PINf STAKE TREE TRUNK TREE TIE lODGEPOlE PINE TREE TIE. NAil TO SlAKE~ ,.. STAKES. 3" DIA X 10' OR 12' REQ'D FOR 15 GAl & LARGER MAINTAIN TURF t.. GROUND COVER FREE AREA 12nFROM TRUNK N.T.S NOTE: I. ALL PlANT BASINS SHALl RECEIVE A Z: lAYER OF APPROVED MULCH. KEEP MUlCH Z' FROM TRUNK. 2. AU. TREES IN TURF AREAS SHALL BE INSTALLED WITH 3. APPROVED TRUNK GUARDS. SETROOIDALll/2" MIN. 'l'MAX. HIGHER THAN FINISH GRADE. 4, ST MES SHALL NOT PIERCE ROOmALL WHERE 1.lUB.BLERS ARE SPECifiED IN STALL :NSIDE Of 5. PIPE. REFER TO IRRIGATION PlAN FOR SPECIACAOONS. 6. V.I.T. MIST BRACE (2 PF>l!>EE! SECURE TO STAKE W!JH GALVANIZED NAILS FIN. GRADE AT SLOPE WHERE --; APPUCABLE. TAPER 2 :I MAX CUT MON,-1,_.>1 ~ • AT PlANT PIT. BACt:Flll MIX I 6"RASIN!NG.COVER&SLOPE 3'' BASIN IN lAWN--RAKE SMOOTH AFTER INSTAll OF DEEP WATERING IRRIGATION SYSTEM jSEE SPECS.) 3"DRAIN CAP B c G 3" PERFORATED PlANTING BACKFILl PUDDLE AND SETTLE 10 SET PlANT PVC PIPE & SUP CAP W/G'RAVELPER PLA.NTING PLAN AT FINISH GRADE l __ _2~!£!.!_~-.::::t--SET RCOTMLL CROWN FUlSH .fo-W/ RNISH GRADE TREE PLANTING W/ DEEP WATER NOTE; TOP OF ROOT BALL SHALL BE 2" ABOVE FINISH GRADE PLANT TABLETS (SEE SPECS.) BACKFILL MIX (SEE SPECS.) j 2X ROOTBAll l N.T.S FIN. GRADE AT SLOPE WHERE APPLICABLE TAPER 1:1 MAX. CUT SLOPE AT PLANT PIT --~ / FINISH GRADE PLANTING BACKFILL PUDDlE AND SETTLE TO SET PLANT AT FINISH GRADE NOTE: All PLANT BASINS SHALL RECEIVE --A Z' LAYER OF APPROVED MULCH. SHRUB PLANTING tlACKFil.l Mli·IOO% WASHECJSAND PALM TREE PLANTING N.T.S David OEAULT ASSOCIATES Inc. 951 129613430 www.dnassociates.com • 0::: I- (/) z <( ---l CL UJ CL <( u (/) 0 z <( ---l ---l UJ 0 0 ~ date: drawn: -<( tu 0 -.. 0 z UJ 0 UJ ---l 1-z <( ---l CL w 1--:::> en 01/15/2019 checked: DSN ··~-~~-· ------ scale: L3.2 of 16 sheets Know what's below. Cal1811beloreyoudig PLANTING SPECIFICATIONS A. LANDSCAPE WORK GENERAL NOTES ORDINANCES AND REGULATIONS : ALL LANDSCAPE PLANTING WITHIN THESE DRAWINGS AND SPECIFICATIONS SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES AND ORDINANCES (LOCAL, COUNTY & STATE). PERMITS AND INSPECTIONS : THE CONTRACTOR SHAll OBTAIN, COORDINATE AND PAY FOR ALL PERMITS, FEES AND AGENCY INSPECTIONS AS REQUIRED. SCOPE OF WORK : CONTRACTOR SHALL PROVIDE All LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, INSTALL, AND COMPLETE All lANDSCAPING PER THE DRAWINGS AND SPECIFIED WITHIN. IT SHALL BE THE OWNER'S RESPONSIBILITY IN INVITING AND OBTAINING BIDS, SETTING ITS PROVISIONS AND INSTRUCTIONS TO BIDDERS, SECURING THEIR BONDS AND WORKERS COMPENSATION INSURANCE CERTIFICATES, ETC. TO FUllY ENSURE THE QUALITY AND TIMELY COMPLETION OF THE PROJECT. LICENSE THE CONTRACTOR SHALL BE A C-27 CALIFORNIA STATE liCENSED lANDSCAPE CONTRACTOR. AND SHALL OBTAIN {AND KEEP IN FORCE DURING THE PERIOD OF THE CONTRACT) PUBLIC liABILITY, WORKMAN'S COMPENSATION AND PROPERTY DAMAGE INSURANCE, AS REQUIRED BY ALL APPLICABLE CODES AND REGULATIONS. liABLE FOR DAMAGE : THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY ITS OPERATIONS TO UTILITIES, EXISTING PLANTING. CONSTRUCTION, PERSONS, PROPERTY. ETC. AND SHALL PROVIDE PROTECTIVE MEANS TO GUARD AGAINST DAMAGE. LIABLE FOR ENCROACHMENT : THE CONTRACTOR SHALl BE RESPONSIBLE FOR ANY ENCROACHMENT ONTO ADJACENT PROPERTY, RIGHT-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. PLAN & FIELD VERIFICATION THESE DOCUMENTS MAY CONTAIN ERRORS. OMISSIONS, CONTRADICTIONS, ETC. THE CONTRACTOR SHALL REVIEW All DOCUMENTS THOROUGHLY AND SHALL NOTIFY THE lANDSCAPE ARCHITECT AND OWNER IMMEDIATELY UPON ANY SUCH DISCOVERY OF DISCREPANCY. GOVERNING CODES SHALL THEN APPLY. THE OWNER'S SUPERINTENDENT WILL INSPECT THE PLANTING WORK PRIOR TO THE START OF CONTSTRUCTION. THE CONTRACTOR SHALL VERIFY All DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY UPON ANY DISCOVERY OF DISCREPANCIES. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE LANDSCAPE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. COORDINATION : CONTRACTOR SHAll COORDINATE ALL LANDSCAPE CONSTRUCTION WITH APPROPRIATE TRADES THROUGH THE OWNER BEFORE STARTING WORK. METHODS OF CONSTRUCTION : THE QUALITY OF WORKMANSHIP AND MATERIALS SHALL BE OF THE HIGHEST QUALITY STANDARDS. COOPERATION AND FLEXIBILITY IS EXPECTED OF THE CONTRACTOR TOWARD WORKING WITH THE OWNER IN PRODUCING THE BEST POSSIBLE PRODUCT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR All CONSTRUCTION METHODS, MEANS, SEQUENCES, PROCEDURES AND TECHNIQUES. THE LANDSCAPE ARCHTECTURAl FIRM IS NOT LIABLE FOR CONSTRUCTION METHODS. SAFETY : THE CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS DURING CONSTRUCTION. UTILITIES : THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF All UNDERGROUND UTILITIES, ELECTRICAl CABLES, CONDUITS, AND IRRIGATION liNES PRIOR TO ANY CONSTRUCTION, SO THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. MATERIALS : ALl MATERIALS AND EQUIPMENT SPECIFIED IN THESE DRAWINGS SHALL BE NEW AND IN PERFECT CONDITION OR THE BEST GRADE OF THEIR RESPECTIVE KINDS WHERE INSTALLED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. SUBSTITUTIONS : IF THE SPECIFIED LANDSCAPE MATERIAL IS NOT REASONABLY OBTAINABLE, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR ALTERNATE FROM THE LANDSCAPE ARCHITECT. MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED OR INDICATED ON ORA WINGS MAY BE CONSIDERED FOR USE. WRITTEN APPROVAl FOR SUBSTITUTIONS SHALL BE OBTAINED FROM THE OWNER AND THE LANDSCAPE ARCHITECT, ALL SUBSTITUTIONS SHALL CONFORM TO lOCAL CODES AND ORDINANCES. ANY EQUIPMENT OR MATERIALS INSTALLED WITHOUT APPROVAl BY THE OWNER OR LANDSCAPE ARCHITECT MAY BE REJECTED AND REMOVED AT CONTRACTOR'S EXPENSE. PLANTING PLANS : THE PLANTING PlANS ARE GENERALlY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE INSTALLED, THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS DURING INSTALLATION TO AVOID CONFLICTS BETWEEN, EXISTING IRRIGATION, EXISTING PLANTING, ARCHITECTURAl FEATURES AND UTILITIES. ALL SCALE DIMENSIONS ARE APPROXIMATE. WRITTEN DIMENSIONS ON DETAILS AND PLANS TAKE PRECEDENCE OVER SCALED DIMENSIONS. PLANTING NOTES : SEE GENERAL NOTES ON THE DRAWINGS FOR ADDITIONAL WORK REQUIRED, BUT NOT SPECIACALLY MENTIONED IN THESE SPECIFICATIONS. All WORK CALLED FOR ON THE DRAWINGS BY NOTES SHALL BE FURNISHED AND INSTALLED WHETHER OR NOT SPECIFICALLY MENTIONED IN THE SPECIFICATIONS AND/OR DETAILS. FINAL SITE REVIEW UPON COMPLETION OF WORK THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT FOR FINAL SITE REVIEW, AT WHICH TIME THE CONTRACTOR SHALL BE PRESENT. ANY ASSUMED OR EXISTING VARIENCES OR OMISSIONS SHALL BE NOTED AT THIS TIME. THE CONTRACTOR SHALl STIPULATE WHEN AND HOW THE CONDITIONS WILL BE RECTIFIED. WHEN THESE CHANGES HAVE BEEN CARRIED OUT, THE AREAS CLEANED AND A NOTICE OF COMPLETION I ACCEPTANCE SHALL BE RECORDED ONlY WHEN THE ENTIRE CONTRACT IS COMPLETED TO THE SATISFACTION OF THE OWNERS AUTHORIZED REPRESENTATIVE. SITE MAINTENANCE : CONTRACTOR SHAll KEEP THE PROJECT SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. ALL DEBRIS SHAll BE REMOVED FROM SITE PER LOCAL CODE AND ORDINANCES. MAINTENANCE INSTRUCTIONS : AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL INSTRUCT THE OWNER'S AUTHORIZED REPRESENTATIVE ON HOW TO PROPERLY MAINTAIN AND CARE FOR lANDSCAPE PLANTINGS. GUARANTEE : THE ENTIRE LANDSCAPE INCLUDING All WORK DONE UNDER THIS CONTRACT. SHALL BE GUARANTEED AGAINST ALL DEFECTS AND FAULT OF MATERIAL AND WORKMANSHIP, AND SHALL BE IN PERFECT WORKING ORDER FOR 90 DAYS FROM DATE OF COMPLETION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER. DATE OF COMPLETION SHALL BEGIN ON THE DAY AFTER ALL WORK IS INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. TREES SHAll BE GUARANTEED FOR ONE [1) YEAR. ALL MATERIALS USED SHALl CARRY A MANUFACTURER'S GUARANTEE OF MINIMUM ONE (1) YEAR, SHRUBS & VINES FOR 6 MOS., AND ALL OTHER PLANT MATERIAL SHALL BE GUARANTEED FOR 90 DAYS. ANY SETTLING OF TREE/SHRUB WELLS WHICH MAY OCCUR DURING THE 90 DAY PERIOD PRIOR TO FINAL ACCEPTANCE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION BY THE CONTRACTOR WITHOUT EXPENSE TO THE OWNER ·INCLUDING THE COMPUETE RESTORATION OF ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND. REQUIRED FIELD OBSERVATIONS : THESE PLANS WERE PREPARED WITH THE UNDERSTANDING THAT THE OWNER OF SAID PLANS Will USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE DAVID NEAULT & ASSOCIATES, INC. TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFICANTLY INCREASE THE MISINTERPRETATION OF THE INTENT OF THE DESIGN. ANY UNAUTHORIZED MODIFICATIONS THERETO. FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS, OR IN THE EVENT THAT DAVID NEAULT & ASSOCIATES, INC. IS OTHERWISE PRECLUDED FROM COMPLETING THE FIELD OBSERVATION SERVICES SET FORTH HERBN, THE OWNER, OR SUBSEQUENT OWNER {INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND DAVID NEAULT & ASSOCIATES, INC. AND THEIR CONSULTANTS FROM AND AGAINST ANY AND ALL CLAIMS. FIELD OBSERVATION COORDINATION : OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER {JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER {JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-BGHT (48) HOURS IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION OF ANY REQUIRED CHANGES OR MODIACATIONS TO BE AT THE CONTRACTOR'S EXPENSE. THE OWNER {JOB SUPERINTENDENT) SHALL INFORM THE lANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME OF THE OBSERVATION FORTY-EIGHT {48) HOURS IN ADVANCE. CLOSING OF UNINSPECTED WORK : THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF THE WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED. TESTED AND APPROVED BY THE CONSULTING ENGINNER OR AUTHORIZED REPRESENTATIVE AND/OR GOVERNMENTAl AUTHORITY HAVING JURISDICTION OVER THE WORK. SHOULD ANY OF THE WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER HIS WORK AT HIS OWN EXPENSE. AFTER IT HAS BEEN INSPECTED. TESTED AND APPROVED, THE CONTRACTOR SHALL MAKE ALL REPAIRS NECESSARY TO THE OWNER'S SATISFACTION. JOB SITE MEETINGS AND REQUIRED INSPECTIONS A. PRE-JOB MEETING ONSITE ·PRIOR TO COMMENCEMENT OF WORK B. DURING SOIL PREPARATION C. AT COMPLETION OF SOIL PREPARATION D. COMPLETION OF WEED CONTROL E. PLANT MATERIAL INSPECTION AND lOCATION F. GRADING CHECK PRIOR TO GROUND COVER G. PROGRESS /INSTALLATION INSPECTION H. COMPLETION OF PLANTING I. 30, 60, & 9()-DA Y MAINTENANCE INSPECTIONS COMPLETION : WORK SHALL BE COMPLETED UPON FINAL APPROVAl BY OWNER AND LANDSCAPE ARCHITECT. A ANAL INSPECTION SHAll BE HELD UPON THE COMPLETION OF THE WORK PROVIDING THE CONTRACTOR HAS COMPLETED THE INSTALLATION OF ALL PHASES OF THE CONTRACT AND CONFORMED TO ALL REQUIREMENTS OF THESE SPECIFICATIONS. B. PRODUCTS & MATERIALS SCOPE OF WORK :WORK SHALL CONSIST OF FURNISHING All MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETELY INSTALL ALL LANDSCAPE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. THE FOLLOWING COMPRISES THE PRINCIPLE MATERIALS BUT DOES NOT SET THE LIMITATION FOR MATERIALS REQUIRED. IT SHALL BE UPTO THE CONTRACTOR TO SHOW THAT AMPLE QUANTITIES OF THE REQUIRED MATERIALS WERE USED AND INSTALLED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. PLANT MATERIALS : ALL TREES AND SHRUBS SHALL BE PLANTED PER THESE NOTES DETAILS, AND SPECS. All PLANT MATERIAL SHALL BE OF THE HIGHEST QUALITY AND lARGEST REASONABLE SIZE. PROVIDE TREES, SHRUBS & OTHER PLANTS OF SIZE, GENUS, SPECIES AND VARIETY INDICATED ON THE PlANS FOR THE lANDSCAPE WORK AND SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". ALL PLANTS SHALL BE HEALTHY. WELL ESTABLISHED NURSERY STOCK, FREE FROM INSECTS AND THEIR EGGS AND DISEASES. PLANTS SHALL BE FURNISHED IN THE QUANTITIES REQUIRED TO COMPLETE THE WORK AS INDICATED ON THE DRAWINGS. CONTAINER STOCK [1 GAL.. 5 GAL. 15 GAL. AND BOXES) SHALL HAVE BEEN GROWN IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN ROOT BALLS WHEN TAKEN FROM THE CONTAINER SHALL BE PLANTED. NO TREES WITH DAMAGED ROOTS, BROKEN ROOT BALL OR SEPERATION AT THE TRUNK BASE SHALl BE PLANTED. ALL PLANTS SHALL BE INSPECTED AND APPROVED PRIOR TO PLANTING. SHRUB MATERIALS SHALL BE VIGOROUSLY GROWING, HEAl. THY PLANT MATERIAL FULL AND BUSHY OF HINES WHOLESALE NURSERY /MONROVIA NURSERY COMPANY QUALITY OR EQUAL THE LANDSCAPE ARCHITECT WILL APPROVE All PLANT MATERIAL WHEN SPOTTED FOR PLANTING AND WILL NOT HESITATE TO REJECT ANY MATERIAL OR QUESTIONABlE QUALITY, OR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE. All SPECIMAN MATERIAl TAGGED BY THE LANDSCAPE ARCHITECT FOR THIS PROJECT WILL BE AVAILABLE AT VALLEY CREST, SEA TREE OR OTHER NURSERY SOURCE OF EQUAl QUALITY. CONTRACTOR SHALL PURCHASE TAGGED MATERIAl ARRANGE DELIVERY, PAY FOR SAME AND INSTALL PER PLAN. REJECTION OF PLANT MATERIAL : THE OWNER OR LANDSCAPE ARCHITECT WILL APPROVE ALL PLANT MATERIAL AND Will NOT HESITATE TO REJECT ANY PLANT MATERIAl REGARDED AS UNSUITABLE. OF QUESTIONABLE QUALITY. OR OF LESS THAN THE LARGEST REASONABLE SIZE MATERIAL AVAILABLE AND SHALL THEREFORE BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAl COST TO THE OWNER. HANDLING/STORAGE : All PLANTS SHALL BE HANDLED AND STORED SO THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, SUN. WIND BURN, VANDALISM OR ANY OTHER INJURY. PLANT QUANTITIES : QUANTITIES FOR PLANT MATERIALS ARE SHOWN FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CONTRACTOR SHALL VERIFY PLANT COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL THE INTENT OF THE DRAWINGS. CONFIRM ANY CLARIFICATIONS WITH THE LANDSCAPE ARCHITECT. TREE TAGGING : ALL SPECIMEN TREES CALLED OUT ON PLAN TO BE TAGGED SHAll BE SELECTED BY LANDSCAPE ARCHITECT. TREE STAKES AND TIES : TREE STAKES SHALl BE MINIMUM 2" DIAMETER lODGE POLE PINE OR CONSTRUCTION HEART REDWOOD. FURNISH AND INSTALL AS INDICATED ON DETAILS. TREE TIES SHALL BE V.I.T. TWIST BRACES. ROOT BARRIERS : REGARDLESS OF INDICATION ON THE PLANS, THE CONTRACTOR SHALL INSTALl liNEAR PANEL TYPE OR GOVERNING AGENCY APPROVED ROOT BARRIERS AT All TREES WITHIN TEN {10) FEET OF HARDSCAPE. STRUCTURES, ETC. OR EQUAL. ~ : SOD VARIETY SHAll BE PER PLANS. SOD SHAll BE SUPPLIED BY PACIFIC SOD OR APPROVED EQUAL PURCHASED FROM A RECOGNIZED TURF NURSERY, FIRST QUALITY, FRESH AND CLEAN. AGRIFORM PlANTING TABLETS : SHALL BE 2()..1()..5 ANALYSIS PROLONGED RELEASE NITROGEN. {1) PER 1 GALLON, (2) PER 5 GAllON, (4) PER 15 GALLON, AND (6) PER BOX FOR SPECIMENS LARGER THAN 15 GALLON OR PER DRAWINGS. COMMERICAL FERTILIZER : SHALL BEAR THE MANUFACTURER'S GUARANTEED STATEMENT OF ANALYSIS AND SHALL BE CONTROLLED RELEASE TYPE FERTILIZER WITH THE FOLLOWING MINIMUM REQURIEMENTS: 16% NITROGEN· 16 %PHOSPHORIC ACID· 16 %POTASH[+ IRON). REDWOOD SHAVINGS SHALL BE PURE REDWOOD SAWDUST AND SHAVINGS OR NITROGEN FORTIFIED FIR RESULTING FROM MILLING OPERATIONS AND SHALL NOT CONTAIN STICKS, BLOCKS OF WOOD, OR OTHER FOREIGN MAnER. SOURCES OF SHAVINGS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. GYPSUM STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 94.3 % CALCIUM SULFATE SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. SOIL SULFUR STANDARD COMMERCIAL BRAND, GUARANTEED ANALYSIS OF 99 % SULFUR [EXPRESSED AS ELEMENTAL) SUPPLIED IN UNOPENED BAGS WITH ANALYSIS ATTACHED. BONE MEAL SHALL BE FINE GROUND, STEAMED, DRY MATERIAL WITH A MINIMUM ANALYSIS OF 1 %NITROGEN· 30 %PHOSPHORIC ACID· 69,5 %UNDILUTED BONE. SAMPLES : SAMPLES OF REDWOOD SHAVINGS, STEER MANURE. FERTILIZER AND SEED SHALL BE SUBMITTED FOR APPROVAL AND SHALL BE STORED ON THE SITE UNTIL FURNISHING OF MATERIALS IS COMPLETED. CERTIFICATES : CERTIFICATES FOR EACH DELIVERY OF BULK MATERIAL SHAll BE FURNISHED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR. CERTIFICATES SHALL STATE THE SOURCE, QUANTITY AND TYPE OF MATERIAL AND DATE AND ADDRESS OF THE LOCATIONS IT WAS DELIVERED TO. C. EXECUTION 1, TREE AND SHRUB PLANTING PLANT DEPTH : PLANT All PLANTS AT THEIR NATURAL GROWING DEPTH PER DETAIL. IN THE LOCATIONS SHOWN ON THE DRAWINGS. EXCAVATED PITS : EXCAVATE PITS WITH SQUARE AND VERTICAL SIDES, 2 TIMES THE DIAMETER, AND 12" GREATER IN DEPTH THAN THE SIZE OF THE PLANT CONTAINER. BACKFILL MIXTURE : BACKFILL TO BOTTOM OF ROOT BALL WITH PREPARED BACKFill MIXTURE, TAP FIRMLY, SET PLANT IN CENTER OF PIT IN A VERTICAL POSITION, CROWN LEVEL WITH FINISH GRADE. BACKFILL BALANCE OF PIT WITH THE FOLLOWING PREPARED MIXTURE OR PER SOILS REPORT: 6 PARTS BY VOLUME NATIVE ON SITE SOIL 4 PARTS BY VOLUME 'NITRO-MULCH' SOil AMENDMENT 1 LB. 16-16-16 COMMERCIAl FERTILIZER PER CU. YD. OF MIX 2LBS.IRON SULFATE PER CU. YD. OF MIX AGRIFORM PLANTTABLETS, {1) PER GALLON, (2) PER 5 GALLON, {4) PER 15 GALLON, AND [6) PER BOX FOR SPECIMENS lARGER THAN 15 GALLON. TREE LOCATIONS : THE OWNER SHALL APPROVE AlL TREE LOCATIONS. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION & DRAINAGE LINES. CONTRACTOR SHAll MAKE FIELD ADJUSTMENTS AS NECESSARY. WATER BASIN : CONSTRUCT A SIX INCH DEEP WATER BASIN, MULCH WITH A TWO INCH LAYER OF REDWOOD SHAVINGS, AND WATER THOROUGHLY. BACKFILLING WITH ADDITIONAl MIX WHERE VOIDS APPEAR. l!TRg;E;,;E2STJ.tA~K;;ESL_ __ : All NURSERY STAKES SHALL BE REMOVED AND All TREES SHALL BE INSTALLED WITH lODGE POLE STAKES DRIVEN 2 FEET INTO THE UNDISTURBED SOIL TREE STAKES SHALL NOT PIERCE THE ROOTBALl AND NOT INJURE TREE ROOTS. SEE TREE PlANTING DETAILS. TREE TIES : TREE TIES SHALL BE FASTENED TO THE TREE AND STAKE BY lOOPING THE TIES IN FIGURE 8'S WITH THE INSIDE OF THE TREE TRUNK. FASTEN TIE TO THE STAKE WITH ONE GALVANIZED ROOFING NAIL DEFECTS : All DEFECTS IN TREE AND SHRUB PlANTING SHAll BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 2, VINE PLANTING GENERAL : All VINES SHALL BE PLANTED PER THE VINE PLANTING DETAIL AND THE WOOD SUPPORT STAKE SHALL BE CAREFULLY REMOVED WITHOUT DAMAGE TO THE ROOTBALL WOOD FENCES : VINES ATTACHED TO WOOD FENCES SHALL BE SECURED WITH GALVANIZED NAILS OR GAlVANIZED EYE SCREWS AND HEAVY DUTY VINE TIES. MASONRY WALLS : ON MASONRY WALLS ATTACH WITH ADHESIVE TYPE VINE SUPPORTS WITH SILICONE ADHESIVE OR GALVANIZED EYE SCREWS AND WIRE {PER DETAIL). ATTACH VINE WITH HEAVY DUTY VINE TIES. 3. GROUNDCOVER PLANTING GENERAL : ALL GROUNDCOVER AREAS NOTED ON PLANS SHALL BE PLANTED WITH ROOTED CUTTING FROM FLATS UNLESS OTHERWISE NOTED. PLANT CONTINUOUSLY UNDER TREES AND SHRUBS AT THE SPACING INDICATED ON PLANS, REFER TO PlANTING DETAIL.INSTALl PLANTS IN AREAS AND TO SPACING AS SHOWN ON THE DRAWINGS IN EVENL YTRIANGULARLY SPACED ROWS. EXCAVATE PITS : EXCAVATE PITS A MINIMUM 3" x4" WITH SUFFICIENT DEPTH TO ALLOW ROOT SYSTEM TO HANG FREE IN PIT, PLACE EACH PLANT AT ITS NATURAL GROWING DEPTH, ADD COMMERCIAL FERTILIZER AND SOIL BACKFILL MIX PER PIT, AND FIRM SOIL AROUND BASE OF PLANT WITHOUT PILING AT CROWN. WATERING : WATER THROUGHLY AFTER SUFFICIENT AREA HAS BEEN PLANTED. ANY PLANTINGS SHOWING EVIDENCE OF DRYING OUT OR BADLY WILTING WILL NOT BE ACCEPTED. PRE-EMERGENT : APPLY TREFLAN OR APPROVED PRE-EMERGENT IMMEDIATELY AFTER PLANTING TO ALL GROUNDCOVER AREAS. HYDROSEEDED AREAS NOT INCLUDED. DEFECTS : All DEFECTS IN GROUNDCOVER PlANTING SHAll BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 4. SODDING FINISH GRADE : SOIL SHALL BE LEFT 1 • 1/Z' BELOW FINISH GRADE AS THE SOD WILL BRING THE LEVEL UP TO THE PROPER HEIGHT. SITE PREPARATION : AFTER PREPARATION OF SOIL, THE AREA MUST BE PRE-IRRIGATED TO WET IT TO A DEPTH OF FOUR INCHES. IT SHAll BE DAMP BUT NOT MUDDY AND WITHOUT DEPRESSIONS. HANDLING : INITIAL PLACEMENT OF SOD SHALL BE LAID WITHIN TWO DAYS AFTER IT IS DELIVERED. IT SHAll NOT BE LEFT IN THE HOT SUN, IN ROLLS. OR STACKED OVERNIGHT. FERTILIZER : PRIOR TO PLACING OF SOD, BROADCAST 16-20-0 FERTILIZER AT A RATE OF SEVEN POUNDS PER I ,000 SQARE FEE OVER SURFACE. LAYOUT : SOD SHALl BE UNROllED AND PLACED CAREFULLY IN A STAGGERED PATTERN. A PIECE OF 2 X 4 SHALl BE USED TO TAMP EACH ROLL AGAINSTTHE STRIPS TO ELIMINATE JOINTS AND EDGES. INSTALLATION : AFTER LAYING SOD, IRRIGATE MODERATELY TO ENSURE MOISTURE PENETRATION, THEN ROLL WITH A RYAN TYPE SOD ROLLER. SOD SHALL BE FlUSH WITH GRADES OF ADJACENT SIDEWALKS, CURBS AND HEADERBOARDS. WATER AND ROLl AGAIN IF GRADE DOES NOT MEET THESE CONDITIONS. WATERING : AFTER ROLLING THE SOD, THE AREAS SHALL BE THOROUGHLY WATERED TO A DEPTH OF 6" AND KEPT CONTINUALLY MOIST FOR A PERIOD OF TEN DAYS. DEFECTS : AlL DEFECTS IN SOD PLANTING SHALL BE CORRECTED THROUGH THE GUARANTEE PERIOD SPECIFIED HEREIN AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 5. LANDSCAPE GRADING SITE PREPARATION : THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS OVER 2" DIAMETER, DEBRIS, AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR TO PROCEEDING WITH ANY WORK. "'SO"""'-ILL.P!:>lREccP"'-A""RnATil!O'=""N __ : REFER TO SOILS REPORT ON SHEET L3.2 SOIL AMENDMENTS : REFER TO SOILS REPORT ON SHEET l3.2 CULTIVATION DEPTH : ALl lANDSCAPE AREASEXCEPT MANUFACTURED SLOPE CONDITIONS, SHALL BE CULTIVATED TO A DEPTH OF SIX INCHES. AMENDMENT MIX REFER TO SOILS REPORT ON SHEET l3.2 FINISH GRAPE : OWNER SHALL PROVIDE ROUGH GRADE TO WITHIN !/lOTH OF I FOOT OF FINISH GRADE.FINISH GRADES SHALL BE THOSE INDICATED ON THE DRAWINGS OR AS MAY BE CONTROLLED BY EXISTING INSTAllATIONS. GRADES NOT OTHERWISE INDICATED SHALL BE UNIFORM, STRAIGHT LEVELS BETWEEN POINTS WHERE ELEVATIONS ARE DETERMINED. FINISH GRADES SHALL BE SMOOTH AND EVEN OF A UNIFORM PLANE WITH NO ABRUPT CHANGES IN THE SURFACE. MINOR MODELING OF THE GROUND SURFACE MAY BE REQUIRED. GRADES SHALl PROVIDE FOR THE NATURAL RUN-OFF OF WATER WITHOUT lOW SPOTS OR POCKETS. PROVIDE FINISH GRADES IN PLANTING AREAS WITH 2% MINIMUM FLOW. FLOW liNES SHALL BE SET BY INSTRUMENT AND SHAll BE THE MAXIMUM GRADIENT POSSIBLE. DRAINAGE : THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSITIVE DRAINAGE IN AlL PLANTING AREAS IN ACCORDANCE WITH THE PlANS, DETAILS AND SPECIACATIONS OR AS SPECIFIED BY THE OWNER. FINISH GRADE AT TURF AREAS : FINISH GRADE OF AlL TURF AREAS SHALL BE ONE INCH BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS, CURBS, ETC. FINISH GRADE AT SHRUB AREAS : FINISH GRADE OF ALL SHRUBBERY AND GROUND COVER AREAS SHALL BE TWO INCHES BELOW THE GRADE OF ADJACENT WALKS, PAVEMENTS. CURBS. ETC .. EXCEPT WHERE WATER FLOWS ACROSS SAME. D. MAINTENANCE MAINTENANCE PERIOD : THE MAINENANCE PERIOD SHALL BE FOR 90 CALENDAR DAYS BEGINNING ON THE DAY OF THE CHECK INSPECTION AFTER ALL WORK HAS BEEN INSTAllED AND APPROVED BY THE LANDSCAPE ARCHITECT. THE MAINTENACE PERIOD MAY BE EXTENDED TO INCLUDE ANY ADDITIONAL TIME THAT MAY BE REQUIRED TO MEET THE REQUIREMENTS OF THE WORK SPECIFIED. THE GENERAL CARE AND MAINTENANCE OF ALL AREAS SHALL CONSIST OF PROPER WATERING. FERTILIZATION, WEEDING, RODENT CONTROL, ClEAN-UP, ETC. All PLANT MATERIALS SHAll BE CHECKED AND MAINTAINED AS REQUIRED IN AN ON-GOING PROGRAM TO ASSURE A SAFE ENVIRONMENT. WATERING : WATER All PLANTINGS TO ASSURE COMPLETE GERMINATION OF All SEEDED AREAS AND CONTINUED GROWTH OF THE PLANTS. AREAS THAT DO NOT HAVE ADEQUATE IRRIGATION COVERAGE OR WHICH MAY REQUIRE ADDITIONAL DEEP WATERING SHALl BE WATERED BY HAND AS REQUIRED. ADJUST All IRRIGATION HEADS IN EACH AREA AND ZONE OF EXPOSURE SO THAT THE OPTIMUM AMOUNT OF WATER IS APPLIED AT THE PROPER TIMES WITHOUT OVERTHROW ONTO WALLS, WALKS, ETC. CULTIVATING AND WEEDING : CULTIVATE AND WEED All PLANTED AREAS AT REGULAR INTERVALS NOT TO EXCEED 15 DAYS. THE CONTRACTOR SHALL ELECT TO REMOVE SUCH CONCENTRATIONS MANUAllY OR BY AN APPROVED HERBICIDE PROGRAM. EXERCISE CARE WHEN CULTIVATING TO A VOID DAMAGE TO ROOTS OF THE GROWING PLANTS. DAMAGED PLANTS OR AREAS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. CHEMICAl HERBICIDES PEST & RODENT CONTROL CHEMICAl HERBICIDES TO CONTROL WEEDS AND INFESTATIONS AT THE OPTION OF THE OWNER AND UPON PRIOR APPROVAl BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALl TAKE THE NECESSARY STEPS TO ELIMINATE ANY RODENTS ENCOUNTERED ON SITE. PRUNING : All PRUNING SHALL BE IN ACCORDANCE WITH ISA STANDARDS. DAMAGED, DEAD OR DRYING BRANCHES SHALL BE REMOVED BACK TO A POINT OF GROWTH. AT NO TIME SHAll TREES BE 'TOPPED". PLANT REPLACEMENTS : DURING THE MAINTENACE PERIOD, SHOULD ANY PLANT SHOW WEAKNESS AND PROBABILITY OF DYING, IT SHALL BE REPLACED BY THE CONTRACTOR WITHIN 5 DAYS OF NOTIFICATION TO DO SO. AT THE END OF THE MAINTENACE PERIOD, All PLANT MATERIAL SHALL BE IN A HEALTHY, GROWING CONDITION. TURF AREAS : AT THE END OF EACH THIRTY{30) DAY PERIOD OF MAINTENANCE, THE CONTRACTOR SHAll DO THE FOLLOWING: OVERSEED AlL SPOTS OR AREAS WHERE NORMAl SOD ESTABLISHMENT IS NOT EVIDENT. REMOVE All ROCKS OR OTHER DEBRIS THAT CONSTITUTE A HINDRANCE TO MOWING. FILl ALL DEPRESSIONS AND ERODED CHANNELS WITH SUFFICIENT TOP SOIL TO RAISE TO PROPER GRADE, COMPACT LIGHTLY AND RESOD THE FILLED AREAS. TURF WEED CONTROL : TURF AREAS SHALL BE TREATED WITH A BROADLEAF WEED KILLER APPLIED PER MANUFACTURER'S RECOMMENDATIONS. TURF FERTILIZER : FERTILIZE ALL TURF AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE RATE OF FIVE [5) POUNDS PER 1000 SQ. FT. OF AREA OR PER THE SOil ANALYSIS REPORT. FERTILIZER : FERTILIZE All PLANTING AREAS WITH COMMERCIAL FERTILIZER, 16-6-8 MINIMUM ANALYSIS, AT THE RATE OF FIVE {5) POUNDS PER 1000SQ. FT. OF AREA OR PER THE SOIL ANALYSIS REPORT. PLANT ESTABLISHMENT WORK SHALL INCLUDE THREE FERTILIZER APPLICATIONS PER THIRTY {30) DAY INTERVALS. MOWING : MOW All TURF AREAS BEFORE THEY REACH A HEIGHT OF THREE INCHES WITH MOWER SET ATTWO INCHES. MAINTAIN All TURF AREAS AT A TWO INCH HEIGHT THROUGHOUT THE MAINTENANCE PERIOD. RE-HYDROSEEDING : THE CONTRACTOR CLEAN-UP : DURING THE COURSE OF SHALL RE-HYDROSEED All HYDRO· THE MAINTENANCE WORK, THE CONTRACTOR SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE AND SHALL MAINTAIN THE PREMISES IN A NEAT AND CLEAN CONDITION AT AlL TIMES. SEEDED AREAS ERODED OR NON- GERMINATING AT THE END OF EACH THIRTY DAYS. FINAL INSPECTION : WILL BE HELD AT THE END OF THE 9()-DA Y MAINTENANCE PERIOD . -These plans have been reviewed by the Coachella Valley ·water l)istrict in accon:lancc with -(,alifornlaB:ovemment (t)de~ 'Se~:;tion 6559 ~ et seq. requiring efficieJttl~dscaptl and irrigati911 design_in cooperation with. the local gov~min_g agency (Cizy or County). Approval of this dr~:~ving by CVWD staff' does not constitute approval tQ encroach into dlstrict and LSBR right~f way_. Ti:ees, plants_, walls and P<ntlanent structures of any kind may not be planted or installed in CVWD and USBReascments or Right-of·Wayv.ithoucfirst obtaining an encroaChmentpcnnit from CVWD. CVWDP1an#L45793 David nEAULT ASSOCIATES Inc. 951 1296!3430 www.dnassociates.com U? z <( _J a_ w a_ <( u U? 0 z <( _J _J w 0 0 ~ N <0 1'- <0 (\") • 0::: 1- I <( 1- (/) w 0::: 0 ...J u.. /\ ~~ date: U? z 0 1- <( 0 u.. 0 w a_ U? 0 z 1-z <( _J a_ 0 (/) ..q- .,- z UJ 1-::5 ::::l (/) Cl.. - Vl ~ WUJ ~~ J: ...J Oo <( .... -C\1 I ::I: O:::oo UJC\1 ....J 0:: c..m WUJ ::;?!<( QN -:o UJ -o<e 0<( OUJ ~~ ooO::: .,...m 01/15/2019 drawn: ESP I WL checked: DSN scale: L3.3 of 16 sheets