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Home My WebLink About4984 DESERT VISTA DRIVE (T. 29713)rtleman esidence Landscape Improvement Plans Lot 49, Tract 29713, Canyon View Estates, Iron wood County Club 4984 Desert Vista PALM DESERT CALIFORNIA Project is a private single family residence. Total Landscape Square Footage: 5,831 DIGRR DIAL TOLL FREE —800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG iiiiiirONF fECK POOL EQUIP BUILDING SET BACK row-Rro PATIO BEDRC.O.I 1 10106 n !. RETAINNGWALL III FRrP(4^F ❑ _ ❑ t COVERED PATIv RrQM All Work to Meet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. 3,-6, HIGH WALL giim frEO, LJ .. L&VNDRY �.. E" DESERT VISTA DRIVE UNDERGROUND UTILITIES: The Contractor shall be responsible for locating or verifying locations of all existing utilities, and for protection of same. Damages resulting from Contractor's work or that of Contractors sub -contractors shall be restored to original condition at their own expense City shall have the final say if repairs are to be made by Contractor or others. AUTO. COUR GARAGE 3`-6" HIGH WALL Site Plan Scale: 1" = 16' North CITY OF PALM DESERT LEPA ETMENT OF COMMUNITY DEVELOPMENT APPPP VED BY: ❑ C.C. pas. NO ❑P.C. masaNO.. )(b 5 - z 2 t1 Cate C0�177T!W TION VitLL CO,',"9ENCEPaTHIN BY STAFF LETTER BC ACTION FORM .gel L�scR,,?� p,P��0S P® KA( FINAL IANDSCAP `n t,Euh�`�'r \ 1 CATHEDRAL CITY ci 1. a- THOUSAND RAMON \ RD PALMS S GERALD FORD FRANK SINATRA COUNTRY RANCHC MIPACE PROJECT LOCATION Plant Material a. Condition b. Type c. Placement 2. Inorganics a b c 0 0 PALM DFEP, TC- O 0 Q O O U p CLUB -J HOVELY LNG DR nil a I FRED WARING DR tr / EL PASEI i 42ND z INDIAN Z WELLS 4 1 Vicinity Map not to scale CITY OF PALM DESERT Landscape Inspection Schedule for Renovated Landscape and Custom Homes Decomposed Granite Boulders Cobble Final a. Irrigation 'v Valves, boxes, and wiring Controller operation and site specific yearly irrigation schedule r Sprinkler, bubbler and/or drip emitter type, flow rate, and quantity per plant Y Overall operation b. Tree staking C. Overall Please call 760-776-6450 to schedule insoections at least 24 hours in advance. North AVE Final Certificate of Compliance is required and must be signed by Landscape Architect. Sheet Index Title Sheet Irrigation Plan Planting Plan Irrigation Details Planting Details Irrigation Specifications Planting Specifications Coachella Valley Water District Landscape Design Approval Date* 45.,/K, Lam Date CVWD Plat L-1 L-2 L-3 L-4 L-5 L-6 L-7 IND10 JEr ERSON LA QUINTA These plans have beenreviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval ofthis drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plaits, walls and permanent structures of any kind may not be planted or installed. in CVWD and USER easements or Right -of -Way without first obtaining an encroachment permit .froth CVWD. Water Management Department Devclopmeni Services Department RICHARD PON AND ASSOCIATES Landscape Architecture 1585 S. 'D' Street, Suite 103 San Bemardino. CA 92408 phone: (909) 888-5568 fax: (909) 384-9854 e-mail: rpa.la@verizon.net wwv.richardpopeandassociates.com Richard Pope, Landscape Architect CM 2664 Owner/Applicant. Vince Bartleman 722 Avenue A Redondo Beach, CA 90275 (310) 408-2415 a) CI C C) .a y a) vs E as o Co 4984 Desert Vista H C It C. y+ C a) E as 0 Q. E a) CL ea 0 to ea Sheet Description: Title Sheet Date: April 26, 2012 RP*A Job No.: Drawn by: Revisions: Sheet: 12-07 GP LKD UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Of: DIGA 1' For drip line in ground cover areas see below. DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG • 14" EXISTING VEGETATION AREA - Protect in place existing Transition Zone shrubs in field. Adjust new shrub layout to field conditions. See 'Canyon View Estates Design Guide cfi for transition 1. figure 2. on 23.2 DESERT VISTA DRIVE 10 2 All Work to Meet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. 80 gp Fin 14> nu 1 gp UNDERGROUND UTILITIES: The Contractor shall be responsible for locating or verifying locations of all existing utilities, and for protection of same. Damages resulting from Contractor's work or that of Contractors sub -contractors shall be restored to original condition at their own expense City shall have the final say if repairs are to be made by Contractor or others. 224 gp 80 r, 7.33 7pm 0gph 0 gpm 240 gp 224 gph 3.73 gpm 298 gph 4.97 gpm 121 gph 4 " 2 02gpm�,,,- Drip Line Plan Scale:1"=10' 298 gp Sheet number North • EXISTING STATIC PRESSURE (psi) TEST DATE: AGENCY. Coachella PHONE NO,: CHECKED BY: Equipment Legend SYMBOL DESCRIPTION // M 3/4" Water Meter and Backflow Device Ball Valve (Brass) Nibco S-FP-600-AD, line size Mainline PVC. SCH. 40 Lateral Line PVC. SCH. 40 Irrigation Sleeve PVC. SCH. 40 at 2i' X Dia. of Pipe Drip Irrigation Emission Devices SYMBOL • Ci Rain -Bird - ---- Rain -Bird - --- Rain -Bird MANUFACTURER MODEL DESCRIPTION Rain -Bird Xeri-Bug 2 Emitters on Risers (See Detail Sheet) Rain -Bird Xeri-Bug 2 Emitters on Risers (See Detail Sheet) Xeri-Bug Emitter on Riser (See Detail Sheet) XFD On -Surface Dripline Using 18" Spacing XFD On -Surface Dripline Using 12" Spacing Rain -Bird Compression 1/2" Female Pipe Fitting Thread Adapter 120 (760) 398-2651 Sandra P.0 C at TEE -OFF FROM EXISTING 3/4" METER AND 3/4" SERVICE AND CVWD INSTALLED BACKFLOW HENCE. Prior to installation of irriga on system, the Contractor shall verify static pressure at P O.C. at 120 P.S.I. Should pressure be below that, the Landscape Architect shah be notified. Irrigation Plan Scale:1"=10' Detail/ section number Station number Valve size North Irrigation Notes See Irrigation Details, Sheet L-4 G NOZZLE Reduced Pressure Regulator Wilkins 600HR, 1-1/4" Set to 85 psi Low flow control zone Rain -Bird XCZ-075-PRF 3/4" valve with 3/4" pressure regulated basket filter Hose -Bib Automatic Irrigation Smart Controller Rain -Bird ESP-SMT4 W/ESP-SM3 7 Station RADIUS G.P.H. P.S.I. PATTERN XB-10PC Drip 2.0 (2 per shrub) XB-2OPC Drip 4.0 (2 per shrub) PC-10 Drip XFD-06-1 8 Drip XFD-06-12 Drip MDCF5OFPT - PRESSURE LOSS CALCULATIONS: EXISTING STATIC PRESSURL (psi) 120 Regulated to 85 COMPONENT I WATER METER I COPPER SERVICE LINE BACKFLOW PREVENTER MAINLINE CONTROL VALVE ELEVATION LATERALS SIZE GPM 3/4" 8 3/4' 1° 1-1/4" 3/4' MMMME 30 Flood 30 Flood 10.0 30 Flood 0.61 30 Flood 0.61 30 Flood LENGTH 50' 650' LOSS/100' NET LOSS 9.50 0.42 SUBTOTAL: 25% PRESSURE ALLOWANCE FOR FITTINGS SPRINKLER OPERATING PRESSURE TOTAL. PRESSURE LOSS (psi): RESIDUAL PRESSURE (psi): 1) Mainline and lateral lines shall be sleeved under all driveways and walkways. 2) The irrigation equipment is shown in the street/ hardscape areas for clarification only. Actual equipment shall be placed within landscape areas Valve boxes and equipment installed above ground to be placed in shrub/ ground cover areas where possible. 3) Sprinkler heads shall be as indicated on the drawings. Six inch (6") pop-up type spray heads shall be installed in all lawn areas. Twelve inch (12") pop-up type spray heads shall be installed in all ground cover/ shrub areas Coachella Valley Water District Landscape Design Approval Date CVWD Plan it 4.25 5.0 4.75 4.28 5.0 24.28 6.07 30.0 60.35 24.65 These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR. right -of way. Trees, plants, walls and permanent structures of any kind may not he planted or installed in CVWD and USBR easement's or Right -of -Way without first. obtaining an encroachment permit from CVWD. Water Management Department Development Services Department R ICH AR D AND ASSOCIATES Landscape Architecture 1585 5.'D' Street. Suite 103 San Bernardino, CA 92408 phone: (909) B88-5568 fax: i909) 384-9854 e-mail: rpa.la@verizon.net www.richardpopeandassociates.com Richard Pope, Landscape Architect CA# 2664 O wner/Applicant: Vince Bartleman 722 Avenue A Redondo Beach, CA 90275 (310) 408-2415 0 0 Bartleman Residence 4984 Desert Vista N C It d 4-1 C a) CCi CC am e h C. as 't O H ea RI 1-1 S heet Description: Irrigation Plan Date: USA Job No.: Drawn by: Revisions: S heet: April 26, 2012 12-07 LKD GP L 2 UNDERGROUND SERVICE ALF=R- 0= SOU-r-RN CALIFORNIA Gallons per minute ----- Of: 7 DIGS Plants were saUec era Planting Legend &frond Canyon View Estates approved plant list. SYMBOL QTY. SIBOTANICAL NAME Go oo Ll 0 Brn. Washingtonia robusta Trunk 24" Box Prosopis chilensis hybrid Single Trunk, Low Branching 2 48" Box Pittosporum phillyreoides 2 24" Box Vitex agnus castus Single Trunk, Low Branching 24" Box Pittosporum phillyreoides 6 5 Gal. Pachycereus marginatus 2 5 Gal. Bougainvillea 'Barbara Karst' 5 1 2 4 4 5 2 2 4 2 4 5 Gal. 5 Gal. 24" Box 5 Gal. 5 Gal. Caesalpinia pulcherrima Larrea tridentata Agave weheri Simmondsia chinensis Senna artemisioides 5 Gal. Leucophyllum tmiescens'Compactum' 15 Gal. Opuntia violacea'Santa-Rita' OR 12 Pads 15 Gal. Yucca rostrata 5 Gal. Dasylirion wheeled 5 Gal. Justicia californica 5 Gal, Yucca recurvifolia 8 5 Gal. Salvia leucantha'Santa Barbara 9 1 Gal. Bougainvillea 'Blueberry ice' 11 1 Gal. Muhlenbergia rigens 14 5 Gal. Aloe vera hybrid 5 Gal. Dalea capitata 'Sierra Gold' 14 13 10 27 5 Gal. Hesperaloe parviflora 6 5 Gal. Kniphofia uvaria 5 Gal. Echinocactus grusonii OR 12" Diameter 1 Gal. Anigozanthos'Big Red' 29 1 Gal. Verbena rigida 9 1 Gal. Aloe striata 24 1 Gal, Baileya multiradiata 7 5 Gal. Lavandula angustifolia'Hidcote' 7 5 Gal, Callistemon'Little John' 7 5 Gal. Agave vilmoriniana 1 Gal. 36" o.c. Rosmarinus'Huntington's Carper 1 Gal. 24" o.c. Festica glauca Elijah Blue' 4"-6"0 River Rock 3" Layer of Decomposed Granite (Tan) 4' 0 Boulders - Placed as shown DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA See Planting Details, Sheet L-5 COMMON NAME WATER USEAGE Date Palm Mexican Fan Palm Thornless Chilean Mesquite Weeping Pittosporum Chaste Tree Weeping Pittosporum Mexican Organ Pipe Cactus Barbara Karst Bougainvillea Red Bird of Paradise Creosote Bush Weber's Smooth Agave Jojoba Feathery Senna Compact Texas Ranger Purple Prickly Pear Beaked Yucca Desert Spoon Chuparosa Soft Leaf Yucca Santa Barbara Sage Dwarf Variegated Bougainvillea Deer Grass Aloe Vera Gold Dalea Golden Barrel Cactus Red Kangaroo Paw Red Yucca Red Hot Pucker Sandpaper Verbena Coral Aloe Desert Marigold Dwarf English Lavender Dwarf Bottlebrush Octopus Agave Huntington's Carpet Rosemary Elijah Blue Fescue Law Low Low Low Low Low Low Mod Mod Low Low Low Low Low Low Low Low Low Mod Low Law Low Low Low Low Low Low Mod Low Low Low Low Mod Low Low Low All Work to Meet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. H rdscaping y others. BUILDING SET SACK COVPREED ?A,Tp >3VDROOM t ardscaping others. 0 I7 Hardscaprng by others. V G'H R'c''IAlldING Planting Notes No planting to be done during the summer months (July, August, September). Any backflll mix to be composted green waste from a local city licensed compositing facility. A 3" deep layer of decomposed granite' Mojave Gold' shall be placed in all planting areas, except under existing shrubs in Transition Zone area Plant counts are for bidding purposes only. Contractor shall be responsible for exact count per plan. NI above ground utilities and Irrigation equipment shall be screened. UNDERGROUND UTILITIES: The Contractor shall be responsible for locating or verifying locations of all existing utilities, and for protection of same. Damages resulting from Contractor's work or that of Contractor's sub -contractors shall be restored to original condition at their own expense City shall have the final say if repairs are to be made by Contractor or others. Hardscaping by others. r Pt A.",F &=BEAT RORM. 'BROOM 9 Hardsraping by others. KITCHEN p841NG EXISTING VEGETATION AREA Prnl®d in place -existing Tra ,,uon [one shrubs in field. Adjust new shrub layout to field conditions. See "Canyon View Estates Design Guidelines' section 2.3.2 for transition areas and figure a L-5 4" Flex Drain Pipe MASTER .06.51 MAST AUNIORY 'lards :aping by droners. DESERT VISTA DRIVE Planting Plan Scale: 1"=10' ,EFCIa Hardscaping by others. North Coachella Valley Water District Landscape Design Approval Ds ST _ ... . afi a Hardscaping by others. AUTO COURT r:ARAQE FFDROOM 3 CVWD ptan 9 Hardscaptnr by others. These plans have been reviewed by the Coachella Valley Water District ht accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR right -of way. Trees, plants, walls and permanent structures of any kind may not be planted or installed. in CVWD and USSR. easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Department RICH AR D AND ASSOCIATES Landscape Architecture 1585 S.'D' Street, Suite 103 San Bernardino, CA 92408 phone: (909) 888-5568 fax: (909) 384-9854 e-mall: rpa.ta@verizon.net www.richardpopeondassociates.com Richard Pope, Landscape Architect CA# 2664 Owner/Applicant: Vince Bartleman 722 Avenue A Redondo Beach, CA 90275 (310) 408-2415 U 0 Bartleman Residence 4984 Desert Vista ea 0 Sheet Description. Planting Plan Date: RP$A Job No.: Drawn by: Revisions: Sheet: Of: April 26, 2012 12-07 GP LKD L 3 7 INSTALL REDUCED PRESSURE REGULATOR PER MANUFACTURERS INSTRUCTIONS AND LOCAL CODES. REGULATOR SHOULD BE SL1 AT 85 BSI. REDUCED PRESSURE REGULATOR TOP OF MULCH FINISH GRADE TOP OF''viULCH CIb It A.Ai. /v X\ A A i./tv��/e LANDSCAPE DRIPLINE ON GRADE EASY EIT C0:MPRESo ON EE: RAIN BIRD'v'DCFTEE r FINISH GRADE TIE DIM N STAKE: RAN BIRD LD1rSTK FINIS; I :;RADII LANDSCAPE DRIPLINE TUBING: RAIN BIRD LANDSCAPE ()HIPLINE I_D-XX , V TIE DOWN STAKE: RAIN BIRD LU16STK /../..//i. /.. /./ \"/\j/ /\/\\/\/\\//\//\\/Ae £ . NOTE(,.): AAA, AAA. /i. /i. /i. /i. i /.. /. IF RIFTING LANDSCAPE DRIPLINE. UNDER SOIL, DO NOT BURY MORE. THAN 2" BELOW GRADE AND INCLUDE AIR RELIEF VALVE (SEE DRAWING "AIR RELIEF VALVE KT-AR VALVE KIT). LANDSCAPE DRIPLINE 2" BELOW GRADE WITH EASY FIT TEE FOR DRIPLINE SPACING, SEE IRRIGATION LEGEND ON IRRIGATION PLAN. N.T.S.110 LANDSCAPE DRIPLINE (GROUNDCOVER AREA) 1/2—INCH POLYETHYLENE TUBING: RAIN BIRD XBS BLACK STRIPE TUBING EASY FIT COMPRESSION TEE: RAIN BIRD MDCFTEE EASY FIT COMPRESSION ADAPTER RAIN BIRD MDCF5OFPT PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 80 FITTING TEE OR ELL LATERAL PIPE 1/211 POLY TUBING FROM PVC CONNECTION N.T.S. SINGLE —OUTLET EMITTER WITH PC DIFFUSER CAP POLYFLEX RISER: RAIN BIRD PFR/FRA (LENGTH AS REQUIRED) PVC SCH 40 TEE OR ELL PVC LATERAL PIPE NOTES: 1. SPACE EMITTERS EQUAL DISTANCE FROM CENTER OF SHRUB ON OPPOSITE SIDES OF ROOTBALL. • • NOTES: LATERAL AND EMITTER SPACING DEPENDS ON SDI:. TYPE EASY FIT COMPRESh ON RAIN BIRD MDCETEE /2 INCH PnLYETHYE EN` PIP RA N BIRD XBS BLACK S FRI E TUBING LANDSCAPE DRIP INE TUBING: RAIN BIRD LANDSCAPE DRIPLINE LD-XX-XX DR 1/2-INCH POLYETHYLENE P PE: RAIN BIRD XBS BLACK STRIPE TUBING r• EASY HT COMPRESSION COUPLING: RAIN BIRD MDC=COUP . — — EASY ! COMPRESSION FLUSH CAP: RAIN BIRD MDCFCAP FOR DRIPLINE SPACING, SEE IRRIGATION LEGEND ON IRRIGATION PLAN. SCH. 40 SCH 40 PVC 45* ELL. SECTION oo"Om:?o o.opo:;o .o 10" MIN. VALVE BOX FINAL GRADE. fiELI OUPUNG BALL VALVE o ^e:°a: SCH. 80 NIPPLE TOE • °• • °o 3/4" CRUSHED AGGREGATE NOTES: VALVE BOX WITH TAN BOLT DOWN COVER -(GREEN IF IN TURF) HEAT BRAND "BV' ON VALVE BOX COVER IN 2" HIGH LETTERS. BRASS BODIED BALL VALVE FULL -PORT SCH. 40 PVC PIPE EXTENSION, DIA. TO ALLOW FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED. SCH. 80 NIPPLE TOE W/SS PVC COUPLING LANDSCAPE DRIPLINE LATERALS (GROUNDCOVER AREA) I N.T.S. 4 BALL VALVE ASSEMBLY SINGLE —OUTLET EMIT —ER: RAIN BIRD WITH PC DIFFUSER CAP POLYFLEX RISER• RAIN BIRD PFR/FRA (LENGTH AS REQUIRED) TOP OF MULCH FINISH GRADE PVC SCH 40 TEE OR ELL PVC LATERAL PIPE 11 PLACEMENT OF 2 EMITTERS AT SHRUBS I N.T.S. 8 EMITTER W/DIFFUSER CAP ON POLYFLEX RISER N.T.S. FINAL GRADE M / / ` /////// NON PRESSURIZED LATERAL LINE 8_24 ' r PRESSURIZE • • • NOTES: 6" r MAIN LINE 14g. SINGLE STRAND CONTROL WIRE AviAANI II NATIVE UNDISTURBED SOIL • 2" OF CLEAN BACKF1LL TAPE AND BUNDLE 14g. SINGLE STRAND CONTROL WIRE EVERY 10' FT. INSTALL ADJACENT TO PRESSURIZED MAIN LINE COIL 24" OF WIRE IN ALL CORNERS SEE IRRIGATION SPECS. FOR BACKFILL AND COMPACTION REQUIREMENTS MINIMUM BACKFILL DEPTHS FROM FINAL GRADE TO TOP OF MAINLINE 18" FOR PIPE SIZES 2 1/2" AND SMALLER 24" FOR PIPE SIZES 3" AND LARGER PROVIDE MINIMUM 2" DEPTH OF CLEAN BACKFILL UNDER IRRIGATION PIPES NO ELECTRICAL CONDUIT TO BE PLACED IN IRRIGATION TRENCH ya • i.:• • r70=j1 SRi 1. Controller enclosure 2 Wall 3. Automatic controller 4. 24 volt conduit 5. 120 volt conduit 0 zIIIII—II1�ile i ' 11I--11 VI 1 111: 7,1 PVC SCH 80 NIPPLE (2—INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL PVC MAINLINE COMMON BRICK (2 REQUIRED) PVC MAIN LINE PPE. N.T.S. I 1 FINISH GRADE PVC SCH 40 ELL PVC SCH 80 NIPPLE (LENGTH AS REQUIRED, 1 OF 2) 30—INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: RAIN BIRD SPLICE-1 (1 OF 2) ID TAG: RAIN BIRD VID SERIES VALVE BOX WITH COVER: RAIN BIRD VB—STD PVC SCH 40 FEMALE ADAPTER LATERAL PIPE BRICK (1 OF 4) 3—INCH MINIMUM DEPTH OF 3/4—INCH WASHED GRAVEL CONTROL ZONE KIT: RAIN BIRD XCZ-075—PRE (INCLUDES LFV-075 VALVE, PRF-075 PRESSURE REGULATING FILTER) NOTES 1. TO REPLACE INLINE WYE FILTERS. USE REPLACEMENT FILTER ELEMENTS RAIN BIRD MODELS RBY-150MX OR RBY-200MX. 5 LOW FLOW CONTROL ZONE KIT (DRIP VALVE) I N.T.S. NOTE: Install controller enclosure to wall as per manu- facturer's installation instructions Coachella Valley Water District Landscape Design Approval Date; Date CVWD PI 3 These plans have been reviewed by the Coachella Valley Water District hi accordance with. California Government Code. Section 85591 et. soy. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD stafTdoes not constitute approval to encroach into district and USRR right -of tsar. Trees, plants, walls and permanent structures of any kind may not be planted or installed in CVWD and USIA easements or Right -of -Way Without first obtaining an. encroachment permit from CVWD. Water Management Department Development Services Department 2 R ICH AR D AND ASSOCIATES Landscape Architecture 15855. 'D' Street, Suite 103 San Bernardino, CA 92408 phone: (909) 888-5568 fax: (909) 384-9854 e-mail: rpa.la@verizon.nel www.richardpopeandassociates.com Richard Pope, Landscape Architect CA# 2664 O wner/Applicant: Vince Bartleman 722 Avenue A Redondo Beach, CA 90275 (310) 408-2415 U U 0 tL C� C a) .y as ce C es E 03 4- CO It 4984 Desert Vista en C R 0. C 03 E 03 C C. E S heet Description: Irrigation Details Date: RPM Job No.: Drawn by: Revisions: S heet. April 26, 2012 12-07 GP LKO 4 I N.T.S. 12 TRENCHING N.T.S. WALL MOUNT CONTROLLER ENCLOSURE N.T.S. I 6 Of: 7 Bartleman Residence 4984 Desert Vista Palm Desert, Ca Zone 1 Eto: 57.01 Allowance is 50% of ETo RPA Job No.: 12-07 Total Landscape Area: 5,831 4,568 sq,tt. of "low' desert native plantings on dap irrigation. 1,263 sq.ft. of decomposed granite, river rock and boulders used, MAWA' Maximum Analied Water Allowance ETo Reference ET (inches per year) 0.5 ET Adjustment Factor LA Total Landscape Area 0.62 Conversion Factor (to gallons per sq.ft.) 748 Conversion Factor (to hundred cubic feet - CCF) (MAWA) Total Landscape Area. (ETo) (0.50) (LA) (0.62) = CCF 748 (57.01) (0.50) (4,568) (0.62) /4t) ETWU: Estimated Total Water Use ETo Reference ET (inches per year) LA Landscape Area 0.62 Conversion Factor (to gallons per sq PF Plant Factor IE Irrigation Efficiency 748 Conversion Factor (to hundred cubic feet - CCF) (EWA) Per Hydrozone (ETo) (0 62) (PF) (LA) (IE) 107.93 CCF Gallons Per Year = CCF 748 Hvdrozone 1 - around cover, shrub & tree areas - Drip 57,01 Reference ET (inches per year) 4,568 Landscape Area (Hydrozone 1) 0.62 Conversion Factor (gallons per sq.ft.) 0.20 Plant Factor 0.90 Irrigation Efficiency 748 Conversion Factor (to hundred cubic feet - CCF) (57.01) (0.62) (0.20) (4,568) _ (0.90) TOTAL ESTIMATED WATER USE (EWA): MAWA: EWA: Difference: WATER USE CALCULATIONS 35,880.32 748 47.97 107.93 47.97 59.96 CCF CCF CCF 47.9683 CCF NOTES: 3" OF CRUSHED GRAVEL, Y" TO 34" WASHED IFI COMPACTED SOIL SUBGRADE 1. ALL COMPACTION TO 95% RELATIVE COMPACTION. GRAVEL PLACEMENT IRRIGATION SCHEDULES ESTABLISHMENT PERIOD OF 3 MONTHS: HYDROZONE ONE (DRIP) Jan Irrig. Freq.(days/wk) 2 Cycles/Day 2 Min./Cycly 15 EQUAL EQUAL GROUND COVER/ANNUALCOLOR PLANTING (TYPICAL) NOTE: 1. GROUND COVER/ANNUAL COLOR PLANTING SHAD BE TRIANGULAR SHAPED 'ON -CENTER AS INDICATED IN PLANT UST. N.T.S. I 7 GROUND COVER PLANTING Feb Mar Apr May June July Aug Sept Oct Nov Dec 2 3 3 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 15 20 20 20 35 35 35 35 20 20 15 ESTABLISHED PLANTINGS: HYDROZONE ONE (DRIP) Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec Irrig. Freq.(days/wk) 1 1 2 2 3 4 4 4 3 1 1 1 Cycles/Day 1 1 1 1 1 1 1 1 1 1 1 1 Min./Cycly 15 15 25 25 25 35 35 35 35 25 25 15 NOTE: SCHEDULE IS A GUIDE ONLY. ACTUAL FIELD CONDITIONS MAY REQUIRE MORE OR LESS WATERING TIME AS PLANTS MATURE. CONTRACTOR AND/OR OWNER TO ADJUST AS NEEDED. • • FINISH GRADE COMPACTED SOIL SUBGRADE EQUAL ADJUST AFTER BACKFILL SETTLING. SCARIFY SIDES OF PLANTING HOLE 90° —ta-• 2X DIA. ROOTBALL N.T.S. 14 PALM PLANTING 3.'4 MIN. 1/4 OF BOULDER HEIGHT TO BE BURIED FINAL LOCATION OF BOULDERS SHALL BE DETERMINED BY LANDSCAPE ARCHITECT OR OWNER. N.T.S. 110 IRRIGATION SCHEDULE I N.T.S. 18 BOULDER PLACEMENT MINIMUM 30% SET IN DRY SAND. MATERIAL TO BE WETTED IN PLACE. FACE OF ROCK SHALL BE FREE OF SAND. 6" DEEP MIXTURE CONSISTS OF 100% MASONRY SAND. 90% COMPACTED SOIL SUBGRADE CLEAN 4" DIAMETER RIVER ROCK, HAND -PLACED, ROUND SIDE UP, WITH SIDES TOUCHING. PREVAILING WIND PREPARED BACKFILL (SEE SPECIFICATIONS) -r N.T.S. I 5 TREE PLANTING EARTH BERM (REMOVE AT END OF MAINTENANCE PERIOD - GRADE AWAY FROM TRUNK.) FINISH GRADE PRE, ARED BACKFILI (SEE SPECIFICATIONS) HOLE DEPTH NO DEEPER THAN ROOTBALL. 2X DIA. ROOTBALL NOTE ROOT CROWN OF SHRUB TO BE 1' ABOVE FINISH GRADE UNDER NO CIRCUMSTANCES IS ROOT CROWN OF SHRUB TO BE BURIED BELOW SOIL LEVEL. Date CVWD Plan rr NOTES: 1. UNDER NO CIRCUMSTANCES SHALL ROOT BALL BE BELOW FINISH GRADE. 2. FERTILIZERS ARE NOT TO BE USED AT TIME OF PLANTING. 3. PALM FRONDS TO REMAIN TIED IN AN UPRIGHT POSITION FOR A MINIMUM OF 60 DAYS. 4. AT TIME OF UNTYING, PRUNE ALL LOWER FRONDS AS REQUIRED TO CLEAR WAY FOR PEDESTRIAN OR VEHICULAR ACCESS. FINISH GRACE7 2X DIA. ROOTBALL BACKFILL: • i00`/O NATIVE SOIL BACKFILL TO BE TWEED FIRMLY INTO PLACE. DO NOT FLOOD WAi ER i-OH EXTENDED PERIOD OF TIME. SECURE VERTICALI.ITY AS NECESSARY. N.T.S. 1 NOTES: ROOT CROWN OF TREE TO BE 1 "ABOVE FINISH GRADE. UNDER NO CIRCUMSTANCES IS ROOT CROWN OF TREE TO BE BURIED BELOW SOIL LEVEL. STAKE SINGLE TRUNK TREES IF NEEDED FOR ESTABLISHMENT PERIOD ONLY. DO NOT STAKE MULTI TRUNK TREES EARTH BERM (REMOVE AT END OF MAINTENANCE PERIOD - GRADE AWAY FROM TRUNK.) FINISH GRADE 7 Hole depth no deeper than rootball. Top of Root Crown to be at final graze. f N.T.S. 2 tohoh®lla Valley Water District Landscape Design Approval bate, COI These plans have been reviewed by the Coachella Valley Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape. and irrigation design in cooperation with the local governing agency {City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district. mid USBR right -of way. Trees, plants, walls and permanent strictures of any kind may not be planted or installed in CVWD and t;SBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department Development Services Deparnn RICHARD PoN AND ASSOCIATES Landscape Architecture 1585 S.'D' Street, Suite 103 San Bernardino, CA 92408 phone:(909) 888-5568 fax: (909) 384-9854 e-moil: rpa.la@verizon.net www.richardpopeandassociates.com Richard Pope, Landscape Architect CM 2664 Owner/Applicant: Vince Bartleman 722 Avenue A Redondo Beach, CA 90275 (310) 408-2415 Cv co Img N C C co C C.i i Ca C C a Sheet Description: Planting Details Date: USA Job No.: Drawn by: Revisions: Sheet: April 26, 2012 12-07 GP LKD L 5 NOT USED I N.T.S. I 11 RIVER ROCK PLACEMENT I N.T.S. SHRUB PLANTING N.T.S. I 6 Of: 7 rrigation Specifications Part I - General 1.01 Scope of Work All work shall be performed by a contractor with a C-27 license or greater. The work required is indicated on the drawings and includes, but is not limited to new irrigation systems in medians and retrofitted irrigation systems an each side of roadway, automatic controller remote control valves quick coupler valves, water connections, and electric connections. 1.02 Inspections and Tests A. It is the landscape contractors responsibility to contact the Owner's Representative, 48 hours prior to desired inspection of an item at extension (909) 350-6653. B. Prior to release of utilities or maintenance period commencement, the following inspections are required: Construction of irrigation system in open trench condition (prior to backfill). Pressure test 150 PSI for - a three (3) hour continuous period. - An irrigation coverage test. Planting, including street trees. Contact the Owner's Representative, Engineering Division for species' and locations. - Finish grade prior to seeding. - Compliance with approved landscape plans. - Any special conditions of approval attached to project. - Final inspection. C. The owners representative and landscape contractor shall be present at this inspection. 1.03 Maintenance Guidelines A. Landscape shall be maintained in a neat, clean, weed -free and healthy condition. This shall include but not limited to: - Seasonal pruning of plants as necessary to remove dead wood, control and direct growth. Plants shall not be sheared, balled or topped in any way to detract for their natural form. - Scheduled maintenance of irrigation controller to assure proper application rate of water necessary for proper plant growth. Drip irrigation may require specialized landscape maintenance care - Immediate replacement of plant material as needed due to death, disease, or lack of growth. - Upon completion of the maintenance period, an inspection shall be made by the Owner's Representative. The landscape shall be maintained in accordance with these landscape maintenance standards. Maintenance bonding shall be released at the end of the appropriate period if the landscape is maintained according to plans and specifications. - The principal bond holder is responsible to contact the Owner/Owner's Representative and schedule the maintenance inspection. 1.04 Turnover Irrigation Items A. Controller charts: - Provide one controller chart (of the maximum size the inside of the controller door will allow) for each automatic controller. The chart shall diagram the area covered by the controller and shall be prepared from record drawings. B. Operation and maintenance manuals: Two individually bound copies of operation and maintenance manuals shall be delivered. C. Supply as part of this contract the following items: - Two keys for each automatic irrigation controller. - One valve box cover wrench. D. Materials list: 1) Complete material list shall be submitted to the on -site Construction Manager prior to performing any work. Catalog data and full descriptive literature must be submitted whenever the use of items different than those specified is requested. 2) Material list shall be submitted using the following example: Item 1 2 f)psrrintinn Pressure supply lines Lawn spray head Manufacturer Lasco Toro Model Schedule 40 570-GP E. Record drawings for new systems- Contractor shall provide completed as -built drawings which shall be mylar copies of the project plans and shall conform to the following: 1) Record accurately on one set of contract drawings all changes in the work constituting departures from the original contract drawings. 2) The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the Inspectors. Prior to final inspection of work, submit record drawings to Inspectors for approval 3) Dimensions from two permanent points of reference (walls, sidewalks,curbs, etc ). Data shown on record drawings shall be recorded day to day as the project is being installed. All lettering on drawings shall be a minimum of Ye in size. 4) Show locations and depths of the following items for new systems: - Point of connection for water and electrical service, - Routing of sprinkler pressure lines. Dimension maximum 100 feet along routing,. - Gate valves. - Sprinkler control valves. - Quick coupling valves. - Routing of control wires. - Electrical service lines. - Sprinkler heads. - Lateral lines. - Related equipment (as may be directed). 5) Maintain record drawings on site at all times. DIG4' ''' " DAL TOLL FREE 800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1.05 Guarantee A. The entire sprinkler system, including all work done under this contract, shall be guaranteed by the contractor against all defects, fault of material, and workmanship, for one year from the date of final inspection. B. The contractor shall instruct the Owner's Representative in the operation and maintenance of the system and shall furnish a complete set of operating instructions. Part II - Materials 2.01 General Materials and equipment installed or furnished that do not meet these standards will be rejected and shall be removed from the site at no expense. 2.02 Not Applicable 2.03 Brass Pipe and Fittings (if applicable) A. All brass pipes and fittings to be IPS standard weight, 125 UBS, 85% red brass, and are to be used as standpipes on backflow preventer B. Where galvanized risers and/or fittings are required, a dielectric union shall be installed at connection point of galvanized and bronze material. 2.04 Plastic Pipe and Fittings A. All plastic pipe shall bear the following markings: manufacturer's name, nominal pipe size, schedule or class, type of material, pressure rating in PSI, NSF seal of approval, and the date of extrusion. B. Pressure supply lines 1%" or smaller in diameter located downstream from the backflow prevention device shall be Schedule 40 PVC. Pressure supply lines 2" or larger shall be either Class 315 solvent weld PVC or Class 200 rubber gasket type PVC. Solvent weld and ring type pipe shall not be used together on the same pressurized line. C. Non -pressure lines shall be Schedule 40 PVC. D. All fittings shall be standard weight Schedule 40 and shall be injection molded of an improved PVC fitting compound. Threaded plastic fittings shall be injection molded E. All threaded nipples shall be standard weight Schedule 80 with molded threads unless otherwise specified. F. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per manufacturer's specifications. Cement shall be of a fluid consistency,not gel -like or ropy. Primer and solvent shall be applied to both mating surfaces. 2.05 Backflow Prevention Devices Backflow preventer shall be as shown on drawings. 2.06 Valves A. Ball valves: 1) Ball valves 2" or smaller shall have screwed joints and brass bodies. 2) All bah valves shall have a maximum working pressure of no less than 150 PSI and shall conform to AWWA. B. Remote control valves: Valves shall be as shown on the drawings. Connect to the controller in the operating sequence indicated on the drawings. 2.07 Valve boxes A. Valve boxes shall be fabricated from a durable, weather resistant plastic material, resistant to sunlight and chemical actions of soil. Valve boxes shall be tan in color in areas of decomposed granite and green in turf areas, B. The valve box cover shall be secured with a hidden latch mechanism or bolts. C. The cover and box shall be capable of sustaining a load of 1 500 pounds. D. Valve box extensions shall be by the same manufacturer as the valve box. E. Ball valve boxes shall be round plastic boxes with bolt -down covers marked "BALL VALVE". F. Remote control valve boxes shall be rectangular plastic boxes with bolt -down covers marked with the valve identification numbers stenciled in 2" high letters/ numbers using epoxy resin base paint of a contrasting color. 2.08 Automatic controller Automatic controllers shall be as indicated on the drawings complete with hookup to electrical sources. All controllers shall be enclosed in a vandal -resistant, waterproof enclosure, LeMeur or approved equal, or as shown on the drawings. All wiring from electrical meter to pedestal mount controller to be underground and sleeved through concrete pads. 2.09 Electrical -primary A All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. Above ground wires shall be conduit enclosed 2.10 Wiring- Low Voltage A. Remote control wire shall be direct burial AWG-UF type, 14 gauge as per manufacturer's specifications. B. Connections shall be either epoxy -sealed packet type or Scotch Lock connectors. C. Ground wires shall be white in color. Control wires shall be of same color for a given controller. Where mare than one controller occupies a single trench, each controller shall have different color control wires. 2.11 Emission devices Emission devices shall be as indicated on the drawings. All Work to Meet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. UNDERGROUND UTILITIES: The Contractor shall be responsible for locating or verifying locations of all existing utilities, and for protection of same. Damages resulting from Contractor's work or that of Contractor's sub -contractors shall be restored to original condition at their own expense City shall have the final say if repairs are to be made by Contractor or others. 2.12 Irrigation sleeves Irrigation sleeves shall be Schedule 40 PVC. Size shall be twice the diameter of the size of pipe, electrical wiring and pipes to be sleeved separately. Sleeving is required under all paved surfaces. 2.13 Water saving system The water saving system shall be as indicated on the drawings. It shall consist of one main component: the rain collection unit. Part III - Execution 3.01 General Installation A. Water supply: Connections to proposed water meter (meter installation by others) shall be at the location shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional cost to the city. B. Layout: Layout irrigation systems and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas but running parallel and adjacent to planted areas, install the piping in the planted areas. C. Diagrammatic intent The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with other work. D. Grades: Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade E. Inspection: Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade 1) Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence without conflicts. 2) Verify that the irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the various manufacturer's recommendations 3) Verify pressure in pounds per square inch (PSI) prior to any work. Contact Landscape Architect if pressure varies from that indicated on plans. F. Discrepancies: Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. G. Field Measurements: Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. 3.02 Trenching A. Contractor shall notify UNDERGROUND SERVICE ALERT (800) 422-4133 at least two working days before beginning to dig. B. Dig trenches and support pipe continuously an bottom of ditch. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. C. Tree roots shall be protected. Cut no roots overY2" diameter. Reroute pipe above or below all roots. Preservation of all roots to take precedence over pipe depth requirement. All trenching to maximize distance from existing mature trees. Hand digging is required where trenching might impact existing tree roots. Provide minimum cover of 30 inches over pressure supply lines under paved areas. Provide minimum cover of 18 inches aver pressure supply lines 2% in diameter or smaller. Provide minimum cover of 18 inches over control wires Provide minimum cover of 12 inches over non -pressure lines. D. E. F. G. 3.03 Backfilling A. Initial backfill on all lines shall be of fine granular material with no foreign matter larger than Y2" in size, 6" above pipe. B. Backfill shall be tamped in 4' layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. 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 in lieu of tamping is not allowed without specific prior approval. D. Under no circumstances shall truck wheels be used to compact soil. E. Provide sand backfill a minimum of 6' over and under all piping routed under paving areas. 3.04 Piping A. Piping under existing concrete pavement must be installed in sleeves 21/2 times the outer diameter of the pipe which is being sleeved. No hydraulic driving is permitted under any concrete pavement. B. Cutting or breaking of existing pavement is not permitted without written permission from the owner. C. Install pipe with all marking up for visual inspection and verification D. Remove all dented and damaged pipe sections. E. Contractor shall install concrete thrust blocking at all changes of direction and terminal points of pressure pipe F. All lines shall have a minimum clearance of 4 inches from each other and 6 inches from lines of other trades. G. Parallel lines shall not be installed directly over one another. H. Make all joints in strict accordance with the manufacturer's recommended methods; allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. All threaded plastic -to -plastic connections shall be assembled using Teflon tape. J. For plastic -to -metal connections, use non -hardening pipe dope on all threaded plastic -to -metal connections, except where noted otherwise K. Piping shall be snaked from side to side in trench bottom to allow for expansion and contraction 3.05 Assemblies A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practice B. Valves shall be installed in shrub areas whenever possible. C. Each valve box shall be installed on a foundation of pea gravel, backfill one cubic foot minimum. Valve boxes shall be installed with the box tops one inch above the surface of surrounding finish grade in shrub area, and flush with turf areas 3.06 Controller A. Controller shall be located behind shrubs and/or adjacent to other hardscape items. Maintenance access shall be provided. B. The irrigation system shall be programmed with the current site specific data. C. The controller shall be programmed so that each valve operates separately. 3.07 Wiring A. Wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines wherever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together at intervals of 12 feet. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18 inch service loop at each connection. D. An expansion loop of 12 inches shall be provided at each wire connection and/ or directional turn, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between the controller and each remote control valve. Under no circumstances shall splices be used without prior approval F. Wire running from controller to control valves shall be AWG-UF 600V, No. 14 minimum, solid core, single conductor copper wire and style Br. (direct burial type) G. Spare control wires shall be run to valve box locations as shown on the plans. Provide an 18 inch expansion loop at valve box. 3.08 Flushing the System A Prior to installation of emission devices, the valves shall be opened and full head of water used to flush out the lines and risers. B. Emission devices shall be installed after system flush has been completed. 3.09 Water Saving System A. The water saving system shall have one rain collection unit connected to the time clock. B. The system shall have one or more ram collection units per time clock and one rain collection unit per three designated valves, and will use irrigation wiring C. The rain collection unit shall be wired to the existing solenoid wires, and allow switch of use of time clock wires from power of valve to part of water saving system. D. The rain collection unit shall not require any down time field maintenance. 3.10 Emission Devices A. Emission devices shall be installed as designated on the drawings. B. Emission devices shall not substituted with a lesser device than indicated on the drawings. C. Emission device height in relation to finish grades shall be as indicated on the drawings at the time of completion. 3.11 Adjusting the System Contractor shall adjust valves and align emission devices of each system to insure coverage to all planting as indicated on plans 3.12 Irrigation Sleeving A. Provide minimum cover of 18 inches on irrigation sleeves to be provided under all paving. B. See 3.02 (Trenching) and 3.03 (Backfilling) for further information. 3.13 Completion Cleaning Upon completion of work, Contractor shall smooth all ground surfaces; remove excess materials, rubbish, debris, etc.; sweep adjacent streets, curbs, gutters, walkways, and trails; and remove construction equipment from the premises. Coachella Valley Water District Landscape Design Approval Date CVWVD Plan it These plans have been reviewed by the Coachella Vaitey Water District in accordance with California Government Code, Section 65591 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR.right-of way. Trees. plants, walls and permanent structures of any kind may not be planted or installed. in CV WI) and USBR easements or Right-o[ Way without first obtaining an encroachment permit from CVWD_ Water. Management Depanment Development Services Department RICHARD PoPt AND ASSOCIATES Landscape Architecture 1585 S. 'D' Street, Suite 103 San Bernardino, CA 92408 phone: (909) 888-5568 fax: (909) 384-9854 e-mail: rpa.la@verizon.net www.richardpopeandassociates.com Richard Pope, Landscape Architect CA# 2664 Owner/Applicant. Vince Bartleman 722 Avenue A Redondo Beach, CA 90275 (310) 408-2415 4984 Desert Vista co) ea o. a) E 03 0 a i t:.1 Q. 4- E 0 CI O y E a 0co Sheet Description: Irrigation Specifications Date: RP#A Job No.: Drawn by: Revisions: Sheet April 26, 2012 12-07 GP LKD L 6 Of: 7 J Planting S Part I - General ecircations 1.01 Scope of Work All work shall be performed by a contractor with a C-27 license or greater. Work shall consist of furnishing all materials, services, and equipment necessary to completely install all landscape work as indicated an the drawings and herein specified. 1.02 Inspections and Tests A. Inspections shall be performed by a Owner's Representative at the following times. A 48-hour notice shall be given prior to anticipated inspections. Notify City or County of commencement of landscaping- give anticipated timeline from start to finish. Inspections shall be as follows: 1) Upon completion of finished grade, soil preparation and final rake out. 2) When trees and shrubs are spotted for planting, with the examples of planting holes for trees and shrubs. 3) Final Inspection when planting and all other specified work has been completed. B. All landscaping, irrigation, and street trees shall be installed and maintained in accordance with Local Codes, Ordinances, and Standard Requirements. C. Material requirement for all plant material shall be #1 grade of the California Nursery Industry Certificate as issued by the agricultural commissioner of the county of origin. 1.03 Guarantee A. All plant materials installed and workmanship performed under the contract shall be guaranteed against any and all poor, inadequate, or inferior materials, and/ or workmanship during the contractor maintenance period. B. During the guarantee period, any material found to be dead, missing, or in poor condition shall be replaced by the Contractor within 10 days of written notification. C. Replacement shall be made in accordance with the original contract drawings and specifications. D. Material and labor involved in replacing plant material shall be provided by the Contractor at no additional cost. 1.04 Soils Test Contractor shall obtain agronomic soils tests covering all planting areas after completion of finish grading and prior to start of soil preparation work. Tests shall be performed by an approved agronomic soils testing laboratory and shall include a fertility and suitability analysis with written recommendations for soil preparation and planting backfill mix. The soils report recommendations shall take precedence over minimum amendment and fertilizer application rates specified herein only when they exceed the specified minimums. Part II - Materials II Maim— ad NEI 2.01 Fertilizers, Organic Soil Amendments, and norganic Soil Amendments An agricultural suitability soil test to be done prior to planting. Recommendations noted in soil test results shall be followed for soil preparation and planting. 2.02 Not Applicable 2.03 Not Applicable 2.04 Not Applicable DIG RT DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG 2.05 Plants All plants shall be true to name and one of each bundle or lot shall be tagged with the name and size of plants in accordance with the standards of practce recommended by the Arizona Nursery Standard, and be No,1 grade, healthy, disease free, and have no physical damage. Plant ground cover in areas shown on plans. Ground cover plants (rooted cuttings) shall have been grown in flats and remain in those flats until transplanting. All trees and shrubs supplied by Contractor shall be of the specified standard height and diameter set by the Arizona Nursery Standard. The height of the trees shall be measured from the root crown to the last division of the terminal leader and the diameter shall be measured 6 inches above the crown roots. The trees shall stand erect without support. Root bound material is not acceptable. All plants of like species shall be of uniform height, spread, and form. 2.06 Backfill Material Backfill to be composted green waste from a local city licensed composting facility. 2.07 Not Applicable Part III - Execution 3.01 Landscape Grading The Contractor shall bring all planting areas to finished grades, filling as needed or removing surplus dirt, removing rocks and debris over 1 inch in diameter, and floating to a smooth uniform grade. All areas shall slope to drain. Flow lines shall be established to existing road curbs and/or a sidewalk as shown on the plans and as directed. Final grade of all turf and ground cover areas shall be %" below adjacent surfaces after establishment. 3.02 Soil Preparation An agricultural suitability soil test to be done prior to planting. Recommendations noted in soil test results shall be followed for soil preparation and planting. 3.03 Planting A. Trees and Shrubs: Plant holes shall be dug to size as indicated in the detail drawings Before trees are set in the holes, a water test should be made as follows: all plant holes shall be filled to the brim with water and allowed to drain before any planting is done. If water does not drain out of hole within 24 hours, conduct soil test Plants shall be planted at such a depth that the top crown roots bear the same relative position to finish grade as they did to the soils where they were grown. When Maintenance Period ends and watering basin's earth berms are removed, under no circumstances shall dirt be leveled in a manner which buries crown roots. Backfill after planting shall be compacted carefully into place without injuring the roots of the tree or breaking up the ball of earth surrounding the roots. B. Ground Cover: Ground cover plants shall be planted in staggered rows, evenly spaced and at intervals called out on the drawings. Plants shall be planted at such a depth that the top crown roots bear the same relative position to finish grade as they did to the soils where they were grown. When Maintenance Period ends and watering basin's earth berms are removed, under no circumstances shall dirt be leveled in a manner which buries crown roots. 3.04 Not Applicable All Work to Meet or Exceed State & Local Codes and Industry Standards. Written Dimensions to Precede Scaled Dimensions. UNDERGROUND UTILITIES: The Contractor shall be responsible for locating or verifying locations of all existing utilities, and for protection of same. Damages resulting from Contractor's work or that of Contractors sub -contractors shall be restored to original condition at their own expense City shall have the final say if repairs are to be made by Contractor or others. 3.05 Weed Eradication A. Weed Eradication procedures prior to planting of ground cover areas infested with bermuda grass or other weed infestations: 1) Manually remove all existing vegetation completely (grub out roots) unless otherwise shown on the plans and legally dispose of it off -site. Weeds such as bermuda grass or nutsedge shall be removed chemically per written recomendation by a state licenced Pest Control Advisor. Follow all recomendations on product 'able 2) Water all planting areas thoroughly to a minimum depth of 6" for a period of 2 consecutive weeks to germinate all residual weed seeds. 3) Discontinue watering for 2 consecutive days then apply a non -selective broad spectrum systemic herbicide per manufacturer's specifications. No water shall be applied for a minimum of 4 days following application of contact weed killer. 4) Allow a sufficient period of time to insure that all weeds are dead and remove. 5) Begin the planting on all areas as specified herein. All specified materials shall be delivered to the site in the supplier's original unopened containers bearing proper and accurate labeling 3.06 Not Applicable 3.07 Watering A. It shall be the Contractor's responsibility to maintain a watering program using a "Smart Controller" to ensure proper growth until final acceptance of the work. B. Immediately after planting, apply water to each tree, shrub, or vine. Apply water in a moderate stream in the planting hole until the material about the roots is completely saturated from the bottom of the hole to the top of the ground. C. Irrigation: 1) Contractor shall properly and completely maintain the irrigation system. A watering program using a "Smart Controller" shall be maintained to ensure proper growth until final acceptance of the work. Over watering is as unacceptable as under watering. 2) All controllers are to be a "Smart Controller". System shall be programmed to current site specific data using historical ET data for the area The system shall operate on short intervals, with the cycle repeating at a later time to reduce runoff Landscape Maintenance Program A. It shall be the Contractor's responsibility to maintain all planting and irrigation and ensure proper working condition for the maintenance period. B. Trees and shrubs shall be inspected on a monthly basis for disease, infestations or other distress of the plant materials Trees and shrubs shall be trimmed as necessary each month to encourage new growth and dead or wilted flowers are removed. C. Irrigation system shall be checked on a monthly basis to ensure all plants are getting proper watering. System shall be flushed and all emitters checked for proper performance. Make any repairs needed to ensure system efficiency. 3.08 Maintenance All areas landscaped by the Contractor under this contract shall be maintained by the Contractor for a period of not less than 90 days from the date of written acceptance for start of maintenance. A. Start of maintenance criteria: 1) Maintenance period shall not start until all elements of the project are completed in accordance with the contract documents. 2) Power to remote controllers shall be established prior to the beginning of the maintenance period. 3) Written acceptance by the Owner's Representative must be obtained prior to the beginning of the maintenance period B. End of Maintenance: 1) On satisfactory completion of the 90 day (minimum) maintenance period, the Owner's Representative will inspect the project for final acceptance. 2) Deficiencies noted during inspection shall extend the maintenance period until all are corrected. 3) End of maintenance shall occur only on written acceptance by the Owner's Representative. 4) Pre -emergent herbicide should be applied at end of maintenance period after hydroseed completes germination in all areas. C. During the maintenance period, provide all watering, weeding, fertilizing,cultivation and spraying necessary to keep the plants and turf in a healthy growing condition and to keep the planted areas neat, edged, and attractive. All trees and shrubs shall be pruned as necessary to encourage new growth and eliminate rank sucker growth. All pruning to be per NAA Standards. Old wilted flowers and dead foliage shall be immediately pinched or cut off. Shrubs shall not be sheared. D. The Contractor shall retain a Certified Arborist to inspect conditions of mature trees impacted by roadway widening. Arborist shall make monthly report to City or County regarding condition of trees during maintenance period. E. After planting and during the maintenance period, in the event that trees exhibit iron chlorosis symptoms, apply FE 138 Geigy or equivalent at manufacturer's recommended rates. F. Should the appearance of any plant indicate weakness, that plant shall be replaced immediately with a new healthy plant. At the end of the maintenance period, all plant materials shall be in a healthy, growing condition and spaced as indicated on the plans. G. Damage to planting areas shall be repaired immediately and throughout the maintenance period. H. Remove watering basin's earth berms. Under no circumstances shall the sail be leveled in a manner that buries the plant's crown roots. I. Miscellaneous Maintenance Items: 1) Depressions caused by vehicles, bicycles, sail settling or foot traffic shall be filled and leveled. Replant damaged areas. 2) Exterminate gophers and moles, and repair damage as above. 3) Debris and trash shall be removed from the site weekly at a minimum. 4) Further herbicide applications and hand weeding will be required if major weed infestation occurs, to be at the descretion of the Owner's Representative. 3.09 Disease and Pest Control Throughout the maintenance period, all plants shall be maintained in a disease and pest free condition. A licensed pest control operator shall be retained by the Contractor to recommend and apply all pesticides, herbicides, and fungicides. All pesticides herbicides, and fungicides must be reported to the Inspector, with documentation stating which pest and/or fungus was treated. Report quantity of materials used in gallons or ounces. 3.10 Clean Up Upon completion of the work, the Contractor shall smooth all ground surfaces, remove excess materials, rubbish, debris, etc.; sweep adjacent streets, curbs, gutters, walkways, and trails, and remove construction equipment from the premises. Coachella Valley Water District Landscape Design Approval Dale CVWD Plan These plans have been reviewed by the Coachella Valley Water District in accordance with CUMIN'S Government Code, Section 65591 et seq. requiring efficient landscape and irrigation desi;n in cooperation with the local governing: agency (City or County). Approval of this drawing by CVWD staff doesnot constitute approval to encroach into district and USBR right -of way. Trees, plants, wails and permanent structures of any kind may not be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. Water Management Department. Development Services Department R ICH AR D PoPt AND ASSOCIATES Landscape Architecture 1585 S. 'D' Street, Suite 103 San Bernardino. CA 92408 phone: (909) 88B-5568 fax: (9091 384-9854 e-mail: rpa.la@verizon.net www.rlchardpopeandassociates.com Richard Pope, Landscape Architect CA# 2664 Owner/Applicant. Vince Bartleman 722 Avenue A Redondo Beach, CA 90275 (310) 408-2415 as ea - en ea Ili C G) eQ cow E ck almE or, CO mCO et ea r= ea d G3 E G3 a o w c . E e CD C. C 0 en d � S heet Description: Planting Specifications Date: April 26, 2012 RP$A Job No.: Drawn by: Revisions: S heet: 12-07 GP LAD UNDERGROUND 5 RVICE ALERT OF SOUTHERN CALIFORNIA a O f: 7