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Home My WebLink About131 TEPIN WAY1! 1. Plant Material a. b. c. CITY OF PALM DESERT Landscape Inspection Schedule for Renovated Landscape and Custom Homes Condition Type Placement 2. Inorcaanics a. Decomposed Granite b. Boulders c. Cobble 3. Final a. Irrigation • Valves, boxes, and wiring ➢ Controller operation and site specific yearly irrigation schedule Sprinkler, bubbler and/or drip emitter type, flow rate, and quantity per plant ➢ Overall operation b. Tree staking c. Overall Please call 760-776-6450 to schedule inspections at least 24 hours in advance. WATER CONSERVATION STATEMENT Project Site: PALM DESERT. RIVERSIDE COUNTY Project Location! 131 TEPIN WAY Landscape Architect/Irrigation Designer/Contractor' GUSTAVO MAGARA Included In this project submittal package are: (Check to Indicate completion) 1 Maximum Annual Applied Water Allowance' A.P.N Tract or Parcel Number: 771-490-017 Conventional Landscape' 163.49 100 cubic feet/year + Recreational Turf' grass Landscape: 0.0 100 cubic feet/year (If applicable) Maximum Annual Applied Water Allowance: 163.49 100 cubic feet/year 2 Estimated Annual Applied Water Use by Hydrozone' Turf' grass Hydrozones! 0.0 100 cubic feet/year (if applicable) Low Plant Hydrozones: 27 R2 100 cubic feet/year Medium Plant Hydrozones' 93 06 100 cubic feet/year High Plant Hydrozones' 0 100 cubic feet/year Water features Hydrozones: 41.11 100 cubic feet/year Other 100 cubic feet/year Estimated Annual Total Applied Water Use:161.99 100 cubic feet/year 3 EATAWU < MAAWA 4 Landscape Design Plan •/5 Irrigation Design Plan 6, Grading Design Plan 7, Soil Chemical Analysis (optional) Description of Project: THE USE OF LUSH PLANT MATERIAL WITH CONTRASTING COLORS, TEXTURES AND FORMS WILL HELP ACCENTUATE THE CHARACTER AND ARCHITECTURE OF THE BUILDING ALSO, THE USE OF DRIP AND DEEP WATERING IRRIGATION PRACTICES FOR THE LANDSCAPE MATERIAL WILL FURTHER PROMOTE LOW WATER CONSERVING METHODS, THUS PROVIDING A BETTER SUSTAINABLE ENVIRONMENT. Date! MARCH 5- 2014 Prepared lay' GUSTAVO MAGARA Important Notice — Underground Service Alert, Section 4216/4217 of the Govemment Code requires a Dig Alert Identification Number be issued before a 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, In connection with the performance of work an this project, excepting liability arising from the sole negligence of design professional. LANDSCAPE PLANS FORS AU7;1S r 17 H RN 131 TEP Pal mp- m Deser :ET NO L=I L=5 L-4 1=5 s ae 1 N WA California SItET INDEX :ET II_SOSItTION CONS RUCTI O \ F1_A 41 PLANT I NS F_AN IRRIGATION PLAN L IS=BTINO PLAN u AIHS CONSTRSOTION W_TA . S PLANTING :TA I S IRRIGATION :TA I _S CVWD \ITEI 1 de I NO TREE PLANTING WITHIN 10' OF C,V W.D. SEWER AND WATER LINES CVWD NITEI 2 TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USBR EASEMENTS OR R GHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD, CVWD NOTE: 3 TURF AREAS IRRIGATED WITH SPRAY/ROTOR SYSTEMS MUST BE SET BACK AT LEAST 24' FROM CURBS, DRIVEWAYS, SIDEWALKS OR ANY OTHER AREA THAT MAY RESULT IN RUNOFF OF WATER ONTO STREETS, AN UNDULATING LANDSCAPE BUFFER AREA CREATED BY THE SETBACK SHALL BE DESIGNED WITH ROCK, COBBLE OR DG AND/OR CAN BE LANDSCAPED WITH DRIP IRRIGATED SHRUBS/ACCENTS OR COVERED WITH SUITABLE GROUND COVER, s NOTE' BACKFLOW MUST BE SCREENED FROM PUBLIC VIEW ON ALL SIDES WITH PLANT MATERIAL. NOTE: ALL OVERHEAD UTILITIES AND ALL UNDERGROUND UTILITIES ARE SHOWN ON PLAN. - APPROVED - FINAL LANDSCAPE PAC DATEdd/ 1ANDSGAPE MANAGER: CITYDPARTMENT DESERTOF PALM OF COMMUNITY DEVELOPMENT APPROVED BY: ❑C.C.RES NO 'IOTAFF LETTER R.C.❑_I A ❑ RRF�S. NO RC ACTION FORM 3 . z s-14. BY CONSTRUCTION HALLO COMMENCE WITHIN SITE Data �'r-ASc nIa-s 11 CAHUILLA WAY MEIAIE HL. P(A'AI?M NETAS DRIVE MANISH PLACE NOTE' LANDSCAPE AND IRRIGATION SYSTEM CERTIFICATE OF COMPLETION MUST BE COMPLETED AND FILED WITH THE. CITY OF PALM DESERT AND CVWD e� 3//3/fqq Date / / ' PROJECT INFO APN AND LEGAL DESCRIPTION: 771-490-017 LOT 1, TRACT 27520-5, MB 292/28-34 RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA OWNER: P AR DEVELOPMENT 42-240 GREEN WAY, SUITE C P ALM DESERT, CA 92260 (760)340-4216 BUILDING BY: PAR DEVELOPMENT 42-240 GREEN WAY, SUITE C PALM DESERT, CA 92260 (760)340-4216 W LLI Z oQ PITAHAyA DAILYA 3ES1r E. PALM CANYON DR. (ST HWY 11 ) EL PASEO DR. SHADOW MOUNTAIN DR. JOSHUA TREE ST. IRONWOOD ST. GRAPEVINE ST. HAYSTACK RD. MESA VIEW DRIVE VICINITY MAP NTS REFERENCE DATA: TRACT MAP 27520-5, MB 292/28-34 THOMAS BRO: PAGE 848 GRID B-7 J PORTOIA RECF3�J MAR 25 ,0u (APN 771-490 017) These plans have been reviewed by the Coachella Val ey Water District In accordance with California Government Code Section 65591 et seq. requiring efficient landscape and Irr gation 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 -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or Installed In CVWDand USBR easements or right-of-way without first obtaining an encroachment permit from CVWD.. CVWD Pan * ement Departm= lopment Se i/a.r e Department z V N H 1.4 Del(I)p V e cyD Epp too w Q m o Q R,a a1 U cn Z 71 REVISIONS Delta Date Slats Affected A9-3-13 ALL A9-30-13 ALL II-11-13 ALL / \ 12-11-13 ALL 3-5-14 ALL o oo v N m O 4-1 D e. Description mChar GM Revisions per ALCC comments dated R/IS/ I3 GM Revisions ner ALCC comments dated 9/25713 GM GM Revisions ter ALCC comments dated 10/31/13 Revisions oar ALCC comments dated 11/26/13 GM Revised per City conmua dated V22/14 Revised per CVWD commen s dated 2/19/14 SHEET* CS COVER SHEET NNER WHATSURVNH WITHOUT THE RXPRCSSLU WK1TTLN UUIN5I1N1 OF UM ruture uesigns ANY FORM OE PLANS, DRAWINGS AND SPCCIPICA L4 188 - re �11 I \ \1 ti ck/ r N \ \ • -T 085-- 7 • \AM)) • • • \ \ • • • • 1077- 2 r Bz'^ as e` 24/J ET \B f- I / I / / / / / / / / N 04'31.13a'' E ................ lvNti_ - G er'u ENTEY Important Notice - Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Nert Identification Number be issued before a 'Permit to Excavate will be valid. For your Dig Nert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. 141-1 ,1/.1.....,,,11,.D. $gym ME CH ROOM 1 0.• rear -4:.1,, • 111.00, DAYLIGHT 1094 1093 1099 1091 uni� 11 Nd in diJ AI. PA LINE TYP 11 )lil 1 111111'' dll 11111111 111111111 at II - BEGIN 4'x4' GRID AT THIS POINT FOR HARDSCAPE LAYOUT / GVIGDOUNNG 1B' ate- • / (LiI,) I\ A 1_r'-r . \,._J ti GREAT ROOM 28x44 KITCHEN 18' 18' PA ENTRY 1S-10' x 20' LOT 1 FF 1087.00 PE 1086.50 STORAGE 5' x6'-6' Ist EXRtA BE PS 16.5 x 14.5' PA ta po 1 I J 0 t • v t v ' ' 0, 1 \ \._. .1 • 0� CO \ \ • \ • BATH ROOM 4 DINING ROOM 21'-B' x 16' GALLERY Y F GB'-B' MASIER BEDROOM S at HIS BATN B'-8' X 12'-6' HER BATH HIS W.I.C. WOOL EQUI \y"ll. - - - i ti ) - / 108�-1 - 1 -, �1X I \ 11 DRESSING EN ENTRY WEST BEDROOM #2 13'-4' x 14'-lD' • \ \ • • • \ s • \ \ \ • \ \ \ • • • • 2 CAR GARAGE LAUNDRY NEON ROOM 4 aelk Erni tllfll� NLi 11411.10 ` .: 1 I I III 1111111H11111110111 . n . I e! PA 1 9® r :%PA r.4 �6, 0 - -- " __ Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, In connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. 1 c f>=07 15 FF 1 O7 6 SIVE SHEET L-5 FOR CONSTRUCTION DETAILS 2 CAR�CgMAGE (1 CAR 2 CAR15) 1MI Aulilrk.IL 61 / r , • C 11100.6 1/4 • \ \ • (. CvP cko • • .1 {oE / GH/ K-itl XISIi.F, .71il --/1 ^/ I LEGEND P.A. LAWN-- LAWN / INDICATES SECTION INDICATE-5 SHEET NUMBER INDICATES ELEVATION INDICATE-5 SHEET NUMBER PLANT AREA • EXISTING PLANT MATERIAL TREES ON SLOPE SYM. NAME GF Gercidium flofldium Blue Palo Verde EE Ebenopsis ebano Texas Ebony PGH Prosopis Ghilensls Hybrid Mesquite SHRUBS SYM. NAME AR Acacia redolens 'Desert Carpet' TM I BLJ Bougainvillea 'La Jolla' Bougainvl I lea GA Cassia artemisioides Feathery Cassia GAP /) EG • LMP LMY MR Gray Gaeselpinia pulcherinma Red Blyd of Paradise Encilia farinosa Brittle Bush Lantana montevidensis 'Purple' Purple Spreading Lantana Lantana montevidensis "Yellow' tel Lantana Muhlenbergla rigens Regal Mist granite boulders In various sizes \ \ \ \ • • • \ \ • 4 -105 INIS 2. 3. 4. 5. 6. 1. 8. 9. 10. 12. 13. 14. 15. 16. 2. 3. 4. 5. 6. 1. 8. a. 10. 12. 13. MASONRY WALL NOTES GROUT ALL CELLS WITH STEEL SOLID - IF RETAINING, GROUT ALL. CELLS SOLID GROUT SHALL BE FLUID CONSISTENCY WITH A RATIO OF (I) PART CEMENT, (5) PARTS SAND, (2) PARTS PEA GRAVEL MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF (I) PART CEMENT, (1/2) PART LIME PUTTY, (4-1/2) PARTS SAND AND SHALL CONFORM TO A.S.T.M. G210 REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO A.S.T.M. A815 GRADE 40 CONSTRUCT WALLS PLUMB AND TRUE, STEP FOOTINGS IN EVEN BLOCK INCREMENTS ALLOW FOR ADJOINING CONSTRUCTION ALL WORKMANSHIP AND MATERIALS TO CONFORM TO GOVERNING CODES AND ORDINANCES ALL STUCCO OR SLUMPBLOGK WALLS TO HAVE OPEN HEAD JOINTS AT 32" O.G. AT FIRST COURSE ABOVE GRADE FOR DRAINAGE ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL SOIL OR COMPACTED FILL (95% RELATIVE) ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES ALL RETAINING WALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL BARS MASONRY UNITS SHALL BE GRADE N-I CONFORMING TO A.S.T.M. C-90, AND MANUFACTURED IN ACCORDANCE WITH CONCRETE MASONRY ASSOCIATION STANDARDS PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. C150 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 P.S.I. AT 28 DAYS PROVIDE EXPANSION JOINTS IN WALLS AT 25'-0" O.G. MAX. WALL FOOTINGS TO BE CONTINUOUS UNDER GATE OPENINGS FINISH GRADING NOTES SLOPE ALL DRAIN LINES AT A MINIMUM OF % ALL DRAIN LINE JUNCTIONS AND CHANGES OF DIRECTIONS TO BE MADE WITH 45° OR SWEEP TYPE ELLS PROVISIONS FOR POSITIVE DRAINAGE OF ALL LANDSCAPED AREAS TO TAKE PRECEDENCE OVER MOUNDING AS DIAGRAMED ON GRADING, PLAN HOLD FINISH GRADE I It" BELOW FINISH SURFACE SLOPE ALL EARTHEN AREAS AT A MINIMUM OF I% TO DRAIN - 2% PREFERRED SLOPE ALL FINISH SURFACES AT A MINIMUM OF I% TO DRAIN ALL MATERIALS AND WORKMANSHIP 15 TO CONFORM TO GOVERNING CODES AND ORDINANCES SLOPE IN LAWN AREAS 15 NOT TO EXCEED 3:1 HOLD FINISH GRADE A MINIMUM OF 4" BELOW TOP OF WALLS, 6" BELOW FINISH FLOORS OF SLABS AND 12" BELOW FINISH FLOORS ON CONVENTIONAL WOOD FLOORING PROVIDE DRAINLINE GLEANOUTS AND/OR CATCH BASINS AT A MINIMUM OF 50' O.G. OR AT EVERY CHANGE OF DIRECTION. HOLD INVERTS ON DRAIN LINES A MINIMUM OF 8" BELOW FINISH GRADE SURFACE RAMPS INTO BUILDINGS NOT TO EXCEED A SLOPE OF 1:12 OR 8.3% GRADIENT PROJECT WALKS NOT TO EXCEED A SLOPE OF 1:20 OR 5% GRADIENT CONSTRUCTION NOTES I. REFER TO FINISH GRADING PLANS FOR CATCH BASIN LOCATIONS 2. ALL CONCRETE TO BE 5.5 SACK MIX TO OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS 3. ALL CONSTRUCTION TO BE PLUMB AND TRUE UNLESS OTHERWISE INDICATED 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIAL, PRESATURATION, ETC FOR WALKS, STAIRS, WALL FOOTINGS, ETC 5, ALL MATERIALS AND CONSTRUCTION TO CONFORM TO APPLICABLE GOVERNING GODES AND ORDINANCES 6. ALL CONCRETE PAVING TO BE A MINIMUM OF 3 1/2" THICK, COLORED CONCRETE -INTEGRAL COLOR, EXPANSION JOINTS, AT 8'-O" O.G., UNLESS OTHERWISE INDICATED 7. ALLOW FOR ADJOINING CONSTRUCTION 8, PAVING AND CONCRETE SUBGONTAGTORS ARE TO COORDINATE AND COOPERATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVIN6, PIPING AND CONDUIT UNDER ALL PAVING MA i iIAL SC . POOL: BLACK PEBBLE SHEEN, WRAP GONG. COPING WITH DECK TRAVERTINE STONE WATER LINE TO BE OGN-BLAGIES I"XI" GLASS BY NPT. 2 SPA: BLACK PEBBLE SHEEN", 'charley I" x I" OGN-DOHENEY WATER LINE TILE 6 UPPER BACK JETS, 6 LOWER BACK JETS AND 6 CALF JETS AND 1 LIGHT 5. COURTYARD WATER FEATURE: PER ARCHITECT, SEE ARCHITECTS PLANS 4. DRIVEWAY / MOTOR COURT: "VILLA" - TUSCANY BLEND 12" SOLIDER COURSE SAND. PATTERN TO BE A 5 PIECE RANDOM ASHLAR - (FROM ORGO PAVERS) 5. DECK 4 PATIO SURFACE:: 3/4" CASHMERE TRAVERTINE 6. ENTRY WALK WAY: 3/4' CASHMERE TRAVERTINE 1. SERVICE AREA SURFACE: 4" THICK DESERT TAN GONG. WITH A LIGHT BROOM FINISH S. UTILITY SCREEN WALL STUCCO FINISH 4 COLOR TO MATCH RESIDENCE. q. MAILBOX PER ARGHITEGT'S PLANS 10. BOULDER RETAINING WALLS PER CIVIL PLANS NORTH 0 51 10' SCALD 30' 40' 0 0 CO REVISIONS Delta Dole SheeloAllecled A9-3-13 ALL 9-30-13 ALL 12-11-13 ALL CD ath 0 CD cp GM Revisions per ALCC comments dated. 8115/13 GM Revisions yea ALEC comments dated 9/2E/13 GM Revisions ner ALEC comments dated 10/31/13 GM Revisions oer ALCC comments dated 11/25/13 6-30-13 CONSTRUCTION PLAN L./LULU IJCbigl.lb L'AL'1tFbbL'L YILSLL LLIN U1/1VJL1141 vC 1r1V1 THESE PLANS, DRAWINGS AND SPECIFICATIONS ARE NOT TO DE REPRODUCED, CHANGED UR COPIED IN ANY F'UItM Olt MAIN1NLK 1711AISULVLx YV1111UU1 11aL ad MaNMEMEMEI •••••••MM Ye- €K- -Z901-- Ipso_ 079„.... AO M. MA'AM! 141444441M11404111111 IN VI II II illiiI4111i1AI III GUEST 13EDREEM 03 GUEST SITTING BEDROOM 12 OUTDOOR LIVING r-* I %11 DRIP ZONE-9A SECOND STORY: PLANTER BOX 1 1/4" SEE HEE 6A I' 5 I DRIP 5A 2 3/4' DRIP 4A 4 TREE 3/4' ccv RIP ZONE- 5A aa \ POOL Isal CH ROOM I ' LOT 2 E I 5 INT)) PROJECT INFORMATION PROJECT NAME. MALIN-SANDY INVESTMENTS.LLC - 131 TIPIN WAY NAME OF PROJECT APPLICIANT TELEPHONE NO. HUMBERTO GUTIERREZ TITLE PROJECT MANAGER PAR DEVELOPMENT PALM DESERT A A TOTAL 9 STATIONS FAX NO. EMAIL ADDRESS STREET ADDRESS: STATE: CALIFORNIA 760-5(8-6184 760-341-5716 humbertocuzernail.com 42-240 GREEN WAY, SUITE C ZIP CODE: 92211 IRRIGATION METHODAREA ISQ.ETJ COMPANY CITY HYDROZONE INFORMATION TABLE IRRIGATION POINT OF CONNECTION (P.O.C.) NO. CONTROLLER NO. VALVE CIRCUIT NO. PLANT TYPES A 1 A A lA A 2A A 2A A 3A A 4A 4A ft 6A 7A 1 A 8A 8A a/X. 10A _AY MW LW LV MW LW iviw LW MW LW MW PI ANT TYPE CST= COOL SEASON TURF WST = WARM SEASON TURF HW = HIGH WATER USE PLANTS MW = MODERATE WATER usE PLANTS LW = LOW WATER USE PLANTS lA 3/4' 4 TREE RA l' 5 DRIP 3A 3/4" 2 DRIP /''. L5 --------10,-- 6 yr% 06.9eisliiillalli. .-rt s•-•11 I. ....--4-= "( N "--- ry Sr 44- 004 , / U.,*611111111111i111,1MUIIII:111•JiiIIIIILIIIIIIA•11•1•1•••111•1•111111J , I ,,,, 1111.111111h I J 41 11 AUTOMATIC INLINE FLUSH VALVE (typ) GREAT ROOM 2/1 x 44 STORAGE 5' x ELS' MASTER BEDROOM 25. x 15' 1]-7 FOR IRRIGATION DETAILS Important Notice - Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued before a 'PerrNt to Excavate' will be valid. For your Dig Ned Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. ..2,708RE4L88126IT ENTRY 13LICY x 20' FP 1087.00 PE 1086.50 7A 3/4' Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required o assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. HER BATH IS x 11'-6' 8 DRIP 11111 1111111111•111i1g0111111 9', spear no • lama , GALLERY r x 13A 3/4' HIS DRESSING 000Q. POOL.EQIIIP:• ft' „ / 16111.11.44 13A1M ROO EISVATOR Z OF LANDSCAPE AREA 315 5.09 347 5.60 304 4.9f) 725 it.ro 4.03 6.63 13.22 4.03 6.8 ( 6644 6.06 1.02 PATION /1.ETHOD MS = MICROSPHAY S = SPRAY R = ROTOR B = BUBBLER D = DRIP 0 = OTHER 200 450 425 g 0 375 281 i \ 0.-e-N\ \ ai-344 ---. 1 \ \ /4,•-ti ' 14 N, \ L 0_, ‘ \ \ I 1 1 I \ \ \ N , ).. UTOMATIC INLINE FLUSH VALVE (typ) GUEST BEDROOM 12 13-4 x DRIP ZO MECH ROOM 3 2 CAR GARAGE IRRIGATION CONTROLLER T-CONTROLLER LAUNDRY MECH ROOM 4 EINE i 1 fT mi I i 1 ; 1 1.,IEL ....... . 4420 90 - .@- .. 08 --11 9A 1. ‘-‘) 7"-••\ i , I 3/4' DRIII (-- / I .1.1r.71.1.,10./1../ 1.:GW RE .1. .6,,L,111. T 7 .534 CVWD INITD 1 NO TREE PLANTING WITHIN 10 OF C.V.W.D, SEWER AND WATER LINES CVWD NOTE: 2 TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE BUILT IN CVWD ANS USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD. DRIP IRRIGATI SYMBOL MANUFACTURER DRIP ZONE DRIP ZONE A AUTP FLUS RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD RAINBIRD HAMMON NETAFIM MAINLINE - • N LEGEND MODEL NO. 12' PFR 12' PFR SCH. 80 RISER ESP-12LX+ ET -MANAGER RSD-CEx 'DV' SERIES DRIP ZONE KIT XCZ-075 / 100 PRE -BE #8503 TLOSOMFV-1 DESCRIPTION XERI-BUBBLER XERI-BUBBLER BUBBLER NOZZLE RADIUS X11-10PC-1032 KB 20PC-1032 1402 IMEME FLOW PSI GPH 1.00 2.00 0.50 GPM 30 30 30 PATTERN DRIP DRIP UMBRELLA WALL MOUNTED 12 STATION RESIDENTIAL CONTROLLER, INSTALL NEXT TO ESP -CONTROLLER AND CONNECT COMMON WIRES AND PROGRAM RAIN SENSOR PEDESTALL MOUNTED ELECTRIC CONTROL VALVE FOR TURF AREAS AND PALM TREE BUBBLERS, SIZE AS NOTED ON PLAN. REFER TO DETAIL ON IRRIGATION DETAIL SHEET ELECTRIC CONTROL VALVE KIT WITH BUILT IN FLUSH VALVE FOR DRIP AREAS PLUS TREE BUBBLERS, SIZE AS NOTED ON PLAN. BALL VALVE (LINE SIZE). REFER TO DETAIL ON IRRIGATION DETAIL SHEET AUTOMATIC INLINE FLUSH VALVE USE CLASS 315 FOR 2' OR LARGER AND SCH, 40 PVC FOR 1/2'to I-1/2' NON -PRESSURE LATERAL LINE PIPING - PVC CLASS 200, PVC 315 1/2' DIA IRRIGATION POINT OF CONNECTION - FROM V METER (Installed by GVWD), (1' RP Backflow Installed by General Contractor) PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE. INDICATES CONTROLLER NUMBER INDICATES FLOW IN GALLONS PER MINUTE INDICATES ZONE TYPE INDICATES ELECTRIC CONTROL VALVE SIZE NOTE LANDSCAPE AND IRRIGATION SYSTEM CERTIFICATE OF COMPLETION MUST BE COMPLETED AND FILED WITH THE CITY OF PALM DESERT AND CVWD \ MATIILINE VALVE% typ) • gNK= RAIN SENS 0 PIPE SIZING CHART PIPE SIZE 1/2" 3 TRASH MAX ALLOWABLE 5 GPM 10 GPM 16 GPM 26 GPM 40 GPM .4 \ FLOW 2' 60 GPM -REFER TO EMITTER SCHEDULE FOR EMITTER MODEL # AND GPH FOR EACH PLANT SPECIES THIS SHEET. EXISTING PLANT MATERIAL TREES ON SLOPE SYM. NAME GF Gercldium florldlum Blue Palo Verde SHRUBS SYM. NAME AR )AR •• Pd BLJ GA Acacia redolens 'Desert Garpet' TM Bougainvillea 'La Jolla' Bougainvillea Cassia artemisloides Feathery GasSIO GAP Gasselainia pulcherInma Red Bird of Paradise EG Encilia farinosa Brittle Bush LMP Lantana montevidensis 'Purple' Purple Spreading Lantana LMY Lantana montevidensis "Yellow' YellowTrallIng Lantana MR Muhlenbergia rigens Regal Mist ay granite boulders In various sizes AUT FLUS txisIN 41. y^ ATIC IFUNE VALVE 4,4 typ) NOTE: ALL PLANTS ARE TO BE INSPECTED BY AG COMMISSION WHEN BROUGHT TO THE COACHELLA VALLEY FROM OTHER AREAS. LO NOTE LANDSCAPE SHOWN ON ROA. PROPERTY WILL BE IRRIGATED WITH H.O.A. WATER AND CONTROLLED BY HD A. NORTH 10' SCALD 1" = 10'-0' 20' 30' NOTE' MAINLINE, LATERALS AND VALVES ARE SHOWN OUTSIDE PLANTING AREAS FOR GRAPHIC CLARITY ONLY. THEY SHOULD BE INSTALLED IN SHRUB AREAS 2. SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE SURFACES WITH SCHEDULE 40 PVC 2 X SIZE OF PIPE. SCREEN BACKFLOW DEVICE FROM COMMUNITY VIEW WITH PLANT MATERIAL. NOTE ALL OVERHEAD UTILITIES AND ALL UNDERGROUND UTILITIES ARE SHOWN ON PLAN. EMITTER/BUBBLER SCHEDULE TREE SYM. NAME NE AA Acacia aneura Mulga WATER NFR175 BUBBLERS LON 1(1402) ¥AST Acacia stenophylla LON Shoestring Acacia GP Parkinsonia praecox Sonoran Palo Verde • PGI4 Prosopls &Miens's Hybrid Mesquite TREE *NI NAIER NPFD5 MOD MOD Agave americana Gentury Plant Asparagus denslflorus sprengerl 'Myers" 5 gal. Myers Asparagus MOD Bougainvillea 'Oh -La -La' MOD Bougainvillea GCleSelpInIcz pulcherinma Red 13ird of Paradise CS Garneglea glgantea 'Spear' Slant Saguaro Spear G6 Garnegiea gigantea Giant Saguaro E6 Echinocactus grusonli Golden Barrel ES Echinocactus grusonli Golden Barrel BUBBLERS HATER NEEDS Euphorbia milli Grown of Thorns Fouquieria splendens Ocotillo Gardenia jasmlnoides Veitchil Gardenia LMNG Lantana montevIdensis 'New Gold' Trailing Lantana Lantana montevidensls Purple Trailing Lantana Muhlenbergia rIgens Regal Mist Pachycereus margInatus Mexican Fencepost Russell° equIsetiformis Coca's° Coral Fountain 5N Strelitzla nicolal Giant Bird of Parldise LMP MR PM REG SYM. NAME LON MOD PLANT FACTOR 20 1(1402) .20 1(1402) 2(1402) GR Gycas reveluta Sago Palm PR Phoenix roebelenli Pigmy Date Palm SHRUBS SYN. NAME AA AMI BLO GAP SR Strelitzla reginas Bird of Parldise 'VeltchIll LOIN MOD LOIN LOIN LON LON LOIN LON MOD MOD MOD MOD LON MOD VP Verbena peruvlana 'Summer Beauty' Verbena YT Yucca thompsonlana Thompson's Yucca VINES MOD MOD SYM. NAME MOD LOIN ...S-ViLlers_135K. Bougainvillea 'Barbara Karst' Bougainvillea r4;1212--- DE Durant° erect° 'Sweet Memory' Sweet Memories I. I (2) XB-20PG-1032 (2) XB-20PG-1032 .20 .50 PLANT FACTOR .50 .50 >0-10PG-1032 FPALAcT_NT23.i 20 1EMITTERS )0-20PG-1032 XB-20PG 1032 X13-20PG-1032 NONE .50 .50 .50 .20 NONE 20 )3-10PG-1032 20 X13-I OPG-1032 .20 X13-10PG-1032 20 X13-10PG-1032 .20 XB-20PG-1032 20 XE3-20PG-1032 .20 XE3-20PG 1032 X13-20PG-1032 X13-10PG-1032 .20 XE3-20PG-1032 (2) X13-20PG-1032 (2) X5-20P0-1032 .50 .50 .50 .50 .50 r )0-20PG-1032 .50 .20 X13-10PG-1032 WATER NEEDS MOD MOD PLANT EMITTERS FACTOR XB-20PG 1032 50 X5-20PG-1032 .50 WATER USE CALCULATDONS Zone 1 - 6,920 scuare feet Low Native Plants = 51.01 x 02 x 2,650s.f. x 0.62 / 148 / 0.90 = 21.52 CCF Mod. Shrubs 4 Grcl Cyr. = 51.01 x 0.5 x 3,545s.f. x 0.62 / 145 / 0a0 = 93.06 CCF Moving water features = 51.01 x 12 x 125 s.f. x 0.62 / 148 / 1.00 = 41.11 CCF TOTAL 161.9S COP Maximum Water Allowance = 57.01 x 0.5 x 6,920 s.f. x 0.62 / 148 = 163.49 CCP 40' Date / / II I (APN 771-490 017) These plane haves been reviewed by the Coachella valley Water District In accordance with California Government Code Section S5551 et seq. requiring efficient landacape and irrigation deafen in cooperation with the local governing agency (City or County). Approval of this drawing by CVLUD Staff does not constitute approval to encroach Into district and USIBR Right -of -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or installed In C1/21.11Dand USSR easements or right-of-way without first obtaining an encroachment psrarom CVWD. CVWD Plan 4' a er ana what Department lopment Se Ice apartment REVISIONS Doi Shat3 Affected 9-3-13 ALL A9-30-13 ALL I I-11-13 ALL Al2-11-13 ALL 3-5-14 ALL Dv DC5[11,0011 of Chree GM Revisions per ALOE rommivnic datedSi 1rd IA GM GM GM Revisfons or ALCC comments dated9/25/13 Restsions oe ALOE comments dated 10/31/13 RevisionsDer ALOE comments dated 11/26/13 GM Revised per City comments dated 1/22/14 Revised net CV WO comnicnis &Led 2/19114 SHEET # L-3 6-30-13 IRRIGATION PLAN L41190 x \ \ \ • \ O88__, i' 1087- c ---1086-- \ 1055 • -1081 - "-7080- i079- 1077- SETBACK NOTES 0.. �L. N /i m • No tee MECH ROOM 1 GREAT ROOM 25 II 44 1, Locate light fixtures a min. of' 4'-0" from edge of' tree, 2. Locate light fixtures 1'-0" from edge of' palms. 3. At all times a consclous effort will be made to place light fixtures In planter beds instead of lawn areas, 4. These measurements area superseeded only when field conditions warrant change lay Owner's Representative, NOTE: NOTE: NOTE: NOTE: f oil • 1095G0) CCAocr) I' kJ .L.L,,,II, .1HHi,.I MASTER BEDROOM 25' x 15' go * PROVIDE TRANSFORMERS WATTAGE AS NECESSARY WITH PHOTO CELL, ALL UPLIGHTS WILL BE SHROUDED TO SHIELD THE LIGHT SOURCE MAILBOX LIGHTS ARE TO BE ON PHOTOCELL TO REMAIN ON ALL NIGHT PATH LIGI-ITS ARE DESIGNED 50 THEY CAN NOT BE TURNED TO LICsHT UPWARP Important Notice - Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued befor a 'Permit to Excavate will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-80D-227-2600 two working days before you dig. Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. 1 , liar1,„1,I..,.,:.1....I..:.:.... ,:L.;,I;.I., 1 / / / 1 / / / 91 00 LIGHT LINE 'T F 13'-1O' x 20' FF 1087.00 PE 1066.50 HIS BATH B'-B" x 12'-8. HER BATH 15' x DINING ROOM 21'-6' x 16' L,..,,.,,�„I,,,,I1 i8', three arm 15.5 x 14.5' 5', spear no arm DRESSING BATH ROOM iiat: �� SE a} ........w.. . i . STORAGE °S EENTRY GUEST BEDROOM /2 1D'-4" x 14-10" CT 15 101, four arms 2 CAR GARAGE LAUNDRY 11' x 111-0" • - NECK ROOM 4 • • l • • • IP 1i ti • \ \ • • • • • 2 CAR ARAGE (1 CAR T CARTS) LANDSCAPE LIGHTING— TRANSFORME-R ELECTRICAL NOTES 11 Electrician is to provide all necessary plans, specifications, and documents, etc, and obtain all required approvals and permits, 2. Unless otherwise provided by Contractor, electrician is to size and circuit all electrical requirements shown on plans. 0.e. lights, pumps, pool equipment, time clocks, irrigation controllers etc„) Contractor is to provide as bunts 31 All materials and workmanship shall conform to all Governing Codes and Ordinances and acceptable standards of practice. 4, Coordinate all work, especially sleeving trenching and backfilling with irrigation concrete and masonry subcontractors as required. 5, Lighting controllers will be located adjacent to Irrigation controllers whenever possible. 6 Electrician is to confirm exact tree location so as to Insure proper installation of light fixtures. TREES SPECIMEN UP -LIGHT PATH STEP TRANS. \ • • • • • • • \F \CF \ CAP \'p \\ \ \ el% \ 147A MAB.B i1� uR 1 x1:WIRl B1- "e— imam LAP lT �11Nt 1 XISTING .Sl r h v .... ! , LIGHTING LEGEND QTY. SYM. FIXTURE 13 d 13 41 8 14 1 T KIGHLER LED-I5143 AZT FIXTURE. FI FGTRIGAL: 12.2V, LAMP: 851/LED 60° WIDE FLOOD SHORT GOWL: 15149-AZT KIGHLER LED-15131 AZT FIXTURE. FT FGTRIGAL: 16.1V, LAMP:12.411 LED 10° NARROW FLOOD SHORT GOIAL: 15149 AZT KIGHLER LED-15826 AZT FIXTURE. FI FGTRIGAL: 5.8V, LAMP: 41A1 LED PATH LIGHT KIGHLER LED-15013 AZT FIXTURE. ELECTRICAL: I2V, LAMP: IOW LED STEP LIGHT KIGHLER 1 FD-I5PL900 AZT TRANSFORMER 3-300 WATT CIRCUITS NOTE: PHOTOGFI I S ARE TO BE LOCATED IN SUN AGGESSIBLE AREAS. NORTH 5' \ \ \ • } h 1 /N\ V • / Vra i I COMMENTS INSTALL AS SHOWN USING 16 GAUGE CABLE AND PROVIDED IMRE COMPOSITE HOUSING CANS BE f3.a"-4_ Ss.3 80" DRILLED FOR 1/2" CONDUIT,R TUBING USING A 7/6" HOLE SAW. 0 01 CH FIXTURE INCORPORATES 1 AN ADJUSTABLE LAMP BRACKET FOR VARIABLE BEAM ANGLE. SECT1ON/ELEVA11ON BLUE OR GRAY ENT CONDUIT WITH STRANDED THHN WIRE SIZED TO MATCH WATTAGE LOAD. 4-75" WATERPROOF SLEEVE END TO PREVENT WATER FROM SEEPING THROUGH THE WALL AND INTO THE I LAMP HOUSING. 12 GA CABLE 16 GA. CABLE LITESPLICE KICHLER LED-15073 AZT FIXTURE. BLOCK / WALL MOUNT SCALE: NOT TO SCALE \ \ \ • \ \ \ \ • • • • • • \ \ \ • • • \ • DL \ , \ \ `I MOUNTING: 81" IN -GROUND STAKE LENS• FROSTED TEMP: WARM GOLOR: TEXTURED ARGHITEGTURAL BRONZE MOUNTING: 811 IN -GROUND STAKE LENS: FROSTED TEMP: WARM GOLOR: TEXTURED ARCHITECTURAL BRONZE MOUNTING: 8" IN -GROUND STAKE LENS: FROSTED TEMP: WARM COLOR: TEXTURED ARCHITECTURAL BRONZE MOUNTING: STEP LENS! FROST GLASS GOLOR: TEXTURED ARGHITEGTURAL BRONZE WALL MOUNTED TRANSFORMER 10' SCALD 1" = 10'-0" 20' 30' 40' SEE LIGHTING PLAN FOR WATTAGE AND LOCATION. LEAVE ADEQUATE AIR SPACE FOR COOLING 1/4" FASTENER KEY HOLE REQUIRED VENTILATION 4—7.50"--)—6.00"------A PHOTO SENSOR BOTTOM ACCESS DOOR 1.63" U. 1.63' 1" KNOCK OUT EACH SIDE 5x 1/2" KNOCK OUTS TWO ON THE BACK TWO ON THE BOTTOM ONE ON THE SIDE FOR PHOTO SENSOR USE SUPPLIED HARDWARE FOR MOUNTING FRONT/SIDE/REAR/ELEVATIONS .25" 1.25" KICHLER LED-15PL900 AZT TRANSFORMER SCALE: NOT TO SCALE KICHL_E7 LIGHTING SE TDESIREDFINRH TEXTURED ARCHITECTURALBRONZE OTEXTURED SLACK OBRENZIED BRASS CENTUERS A FULL COLLECT ON OFACCENrLGTS ENHTFFern TO NEEDEDWITH TAMOUNT OF OFE THE SPREAD LUMEN THE ompurDESIRED. CINIEASMG OASTALUMINUM DR DIE CASTBASS WITH CLEAR TEMPERED MASS LD! D PCYCAABWATE MOUNTiNGSTEMAND LGCKNU1. FINISH TEXTURED ARCHITECTURAL BRONZE WIRING 24° OF IPeng cABLECONNEC1OR SUPPLIED WITH RYRIRE UGHTSOURCE LLLUMINATIWPROVIDED SY INTEGRATED LED CiirPs. MOUNi6NGACC SDRIESNCWDED r NGRO'BNDSrAKE m=r°KALcow&ACCESEORFs es 2r-1EXTUREDARDIITECThRAL BINIMF COWL FORUSE WITH MATT AND MATT SZE B•Ix(wCLUDEM AXE 5' SPECIMEN- LED ACCENT LIGHTS MODEL NO 15731AZT KICHLER LIGHTING gSELECT WFO FINISH 1tATUREG ARCHITECTURAL BRONZE OTECUDERCAZmEO BRD ASS ASS `LCLLANLOEC COLLECTION oFACCENT ucxrs ENGINEFREOTOPROVIDETHESPREAD OF LIONTNEEDEDWITHTHENAOUNT OF LUMENou1ur DESIRED. SPECIFICATIONS C • SING OIENS CAW -ALUMINUM OR DIE CAST PERED BLASSLEISS AND POLYGPBWON CLEAR ONATE MWNRNGSIEMANDLCIWUr. INNTEXrUREDARCHRECRwu BROWN WTRNG 24' OF USABLE NI SZ sfT.1.W LEADS. CABLE CONNECTOR SUPPLIED WITH FOIURE BY• NTEGRATED EDCCHIP. Ro"DD E5ES INCLUDED 5 ▪ NGROUND S5NUTAKE OPTIONAL- HIITTrouEDMC ATNNZE COWL FCUSE WIT 1-WATT WATTSZE BIN -GROUND BTAKE (INCLUDED) T REE -LED ACCENT LIGHTS MODEL NO. 5743 AZT KICHL_I_ LIGHTING B5wCTDESIED FINISH B (CD) AOJUSTAKE UPPER PATIIIGUI THE ADJUSTABLE TOP SHADE OFNIS 1RADITONAL s1YIE LIGHr OFFERS vERsanun IN uGir SPREAD FOR PERSONALPREERBIC COPPERpmFiCAP HOUSING SNADEAND STEM WITH GLASS 564 FINSH COPPER WIRING ir oF USABLE stil4.sFT.AN LENS. CABLE CONNECTOR SUPPLIED WITH FUTJRE 12-VOLTslWEDGESGCKEH. {LIGHT BULB 24.aW. MAX.3155K 55seGLR) (NOUINALAT11.VOLTS)skpPIIFG. CAN ALSO USE ISSW.(I5E39CLR). MW NIWGACCESSORIES INCLUDED e•NGRDUNDSTAKE AJUSTABLE COPPER PATHLIGHT COPPER SHADE AND STEM WITH GLASS DIFFUSER 9 SI IN -GROUND STAKE (INCLUDED) z 0-4 Hi 1 REVISIONS OtIta Date Shuts Allened A9-3-13 ALL A9-30-13 ALL DfRitgr011of Claret GM Revisions per ALEC GM Revisions ner ALEC GM A,2-II-13 ALL A3-5-14 ALL GM comments dated 10/31/13 comments dated 11/26/13 GM Revised per City wants dated 1/22J14 Revised per CVWD comments !lotto 2/19/14 6-30-13 LIGHTING PLAN ROUT THE EXPRESSED WRITTEN CONSENT OF GM Futu Pt 0 1-4 Ral 0 0 Cb SPECIFICATIONS THESE I�— NOTE: &ATE CONTRACTOR TO PROVIDE ALL GATE CONSTRUCTION DETAILS • • ----1111111i 1 1 2 SPRING LATCH ASSEMBLY. 1/2 SQUARE STEEL PICKET FLUSH AGAINST WOOD BACKING, (EQUAL SPACING) 1 1/2' SQUARE STEEL TUBE PICKET, (EQUAL SPACING) E' CEDAR 1-7 11 __ III 1 „ H IIII �i� 3,A _,: ELEVATION - GATE FINISH GRADE. WOOD BACKING STEEL JAM BOTH SIDES BLOCK WALL A' SCALE' 1/2'=1'-0' 1 1/2' SQUARE TUBE FRAME. HEAVY DUTY HINGES (2 EACH) FINISH GRADE. NOIE5 I. YID ALL JOINTS CONTINUOUS. NO SPOT HIDING. 2. USE MINIMUM IA2 GUAGE STEEL ON ALL COMPONENT. 3. ALL POOL A /IFa5 GATES TO OPEN OUTWARD OR AWAY FROM THE POOL AREA 4. GATE LATCH TO BE 42' FROM BOTTOM OF LATCH TO F.S. OF WALK UNLi55 SUPERSEDED GODES OR HEALTH DEPT. BY LEG, ADA, BY LOCAL 12x12 SOLIDER COURSE PAVER. SAND PAVERS 1' 111 q5% COMPACTED SUB - GRADE TO A DEM I H OF 12". SECTION - PAVING O DRIVEWAY SCALD 1/2'=1'-0' NOTEITE IWIDGWP PORTION OF TIE HANDRAIL SHALL NOT BE LEG TPIAN I-I/4' OR MORE THAN 2' IN GROSS SECTIONAL DIMENSION NOTEIHANORAIL AND GUARDRAIL SHALL BE DESIGNED APO CONSTRICTED TO WITHSTAND LOADS AS REalIREO PER GEL.- STAIR ,On1MALTOR SHALL PROVIDE SHOP DR4'IINGS MO ( I till know Mal - ALL CODE REPSUIRDEN151 APO SHALL 691FAMEE INSTALLATION NDTEIHAHDRAIL ANCHOR PALMS NOT TO ECM, 114' O. - EACH POINT OF ATTACA*OTT TO SE CORE DRILLED ANO PONIED IN RACE NTH CONCRETE • 45° LIGHT SLOT 1/4' WIDE CUTS (TYP.) VERIFY PER PLAN 3/4' THICK MATERIAL VERIFY PER PLAN b It�I�IIR 2IIT�41fNlt'e91 1, _UNE SLEEVE AND DOWEL @ 24' EC, tip #3 BAR CONT. (2 EACH) #3 BAR @ 24' D,C. SOX COMPACTED SUBGRADE. 'h FELT EXPANSION JOINT. I. Riser and tread depth of stairway. Private residential stairways may be constructed with a 1.95-Inch maximxn rise and a lO-inch minimum tread depth (run). (conform° Reeldena°I code SR3113A.1, 14.2) 2. There shall be a floor or landing at the top and bottom of each stairway. The landing shall not be less than the width of the stairway served and a minimum of 564 measured In the direction of travel. (caltfomla Residential Cede 5251115.11 9. Provide a handrail at stairways with four or more risers. (California Roseate] code SRBII.T.T) SECTION - CONCRETE STEPS NOTE: FOR CORRECT NUMBER OF RISERS REFER TO CONSTRUCTION/ GRADING PLAN. SCALD 1/2'=1'-0' 5EE STRUCTURAL ENGINEERS PLANS FOR CONSTRUCTION SPECIFICATIONS THIS DETAIL 15 FOR ESTHETICS ONLY Important Notice — Underaround Service Alert, Section 4216/4217 of the Government Code requires a Dig Alert Identification Number he issued before a 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOI1 FREE at 1-800-227-2600 two working days before you dig. ..._.sce,"„ er=MWMM, ter: 0 0 WATER SUPPLY LINE r111111= IIIIII oce, 11111-11121-111111 GRADE / 2-#4 BAR CONT. HORIZONTAL 6"x8"x16" CONCRETE BLOCK - GROUT CELLS WITH REINFORCEMENT ONLY #4 BARS @ 24' O,C. @ CENTER OF WALL STUCCO -COLOR & TEXTURE TO MATCH ADJACENT BUILDING 1-#4 BAR CONT. HORIZONTAL AT MID -HEIGHT. #4 BARS @ 16' O.C. ALTERNATE BENDS AT FOOTING, FINISH GRADE CONCRETE FOOTING 2-#4 BAR CONTINUOUS 90% COMPACTED SUBGRADE NOTE: WALL DETAIL IS FOR GRAPHIC REPRESENTATION. ALL WALLS ARE TO BE ENGINEERED BY STRUCTURAL ENGINEER C SECTION - GARDEN WALL SCALD 1/2'=1'-D' NOTE: BUILD PER CITY STANDARDS BON -BEAM TO BE III ABOVE WATERLINE DESERT SELECT BOULDER WATER FALL SECTION - POOL WATER FALL SCALD 1/2'=1'-0' WA I tRLINE POOL SLACK PEBBLE SHEEN GOAT ENGINEERED GUN ITE SHELL BY POOL GONTRAGTOR c15% COMPACTED SUBGRADE C • ADJACENT LOT FINISH GRADE 401101. AM- SECTION - GARDEN WALL PROPERLY UNE 2-#4 BAR CONT. HORIZONTAL 6"x8"x16" CONCRETE BLOCK - GROUT CELLS WITH REINFORCEMENT ONLY #4 BARS @ 24' O,C. @ CENTER OF WALL STUCCO -COLOR & TEXTURE TO MATCH ADJACENT BUILDING 1-#4 BAR CONT. HORIZONTAL AT MID -HEIGHT. #4 BARS @ 16' D,C, ALTERNATE BENDS AT FOOTING, FINISH GRADE CONCRETE FOOTING 2-#4 BAR CONTINUOUS 90% COMPACTED SUBGRADE ( NOTE: NALL DETAIL 15 FOR GRAPHIC REPRESENTATION. ALL WALLS ME TO BE ENGINEERED BY STRUCTURAL EN5INER SCALE: 1/2 =1 -0 NOTE: BUILD PER CITY STANDARDS FINISH GRAD WATERPROOF &UNITE SHELL PRIOR TO ANY BOULDER INSTALLATION FILL ALL VOIDS WITH GUN ITE AFTER SETTING BOULDERS ENGINEERED GUNITE SHELL BY POOL CONTRACTOR q5% COMPACTED SUBGRADE SECTION - BOULDER EDGE SCALD 1/24=11-0° C FINISH GRADE—i 1I1�I 1 2' CLR IIIIII ENE IIVII=UIIII4IIII 30" 8'x8'x16' CONCRETE BLOCK, GROUT ALL CELLS SOLID. STUCCO FIN SH TO MATCH ADJACENT BUILDING. 2-#4 BAR CONT HORIZONTAL #4 BARS @ 32' D.C. ASPHALT EMULSION BELOW GRADE. FINISH GRADE 45 BARS 2 16' DC, 4 BAR CONT. HORIZONTAL 3 EACH) 90% COMPACTED SUBGRADE CONCRETE FOOTING NOTE: WALL DETAIL 15 FOR GRAPHIC REPRESENTATION. ALL WAI I A ARE TO BE ENGINEERED BY STRUCTURAL ENGINEER SECTION - RETAINER / PLANTER WALL SCALD 1/2'=1'-0' DESERT SELECT BOULDER NA I tR FALL M1 WATERLINE POOL BEACH ENTRY J -1 I I Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property, that this requirement shall be made to apply continuously and not be limited to normal work ng hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. NOTE: BUILD PER CITY STANDARDS TRAVERTINE TO MATCH DECK I/2" FELT EXPANSION JOINT, TYP. /DEC K� i •I -I Fril fd , y, i I=1 rt , q5% COMPACTED SUBGRADE 65° diptIL V///A/ /// 1 r ////////,% CONCRETE SLAB BASE TRAVERTINE STONE LINE OF GRADE g SECTION- FLAT WORK SCALE: 1/2'=1'-0' HARD SURFACE PER PLAN r.fly• A '"'s1' 11 ' �IIIi 111 I/2" STYRAFOAM E.J. TOPPED I N/ DEG-0-SEAL TO MATCH PAVING COLOR BOULDER PLANTER 5% COMPACTED SUBGRADE SECTION- BOULDER AGAINST CONC. SCALD 1/2'=1'-0' TRAVERTINE GAP TO MATCH DECK OGN-BLAGIES II'XI" GLASS TILE BY NPT WATER LINE SECTION - SPA SCALD 1/2'=1'0' STACKED CLASSIC STONE C L,Q� TO MATCH DECK BY THINSET MORTAR POOL Z 0 m Dace 9-3-13 ALL 9-30-13 ALL 11-11-13 ALL 12-11-13 ALL SHEET # By orsaroura cii Cram GM Revisions par ALCC comments datenR/15/13 GM GM GM Revisions oar ALEC comments dated 9/25/13 comments dated 11/26/13 6-30-13 CONSTRUCTION DETAILS LANDSCAPE MAINTENANCE PROG General Work Activities General landscape maintenance work Includes trash pick up, mowing/edging turf areas, weeding shrub beds, irrigating plants/turf areas as well as removing Utter. In addition, a general Inspection of all maintained areas is required on a regular basis to determine the need of further attention such as pruning, -turf problems, weeds, Insects, fertilization needs and adjustments to Irrigation systems, When prioritizing work schedules, consider the following' + Public access areas must be kept neat, clean and safe. + Planted areas should look kept and be free of weeds and litter. + Immediately remove debris and dispose of properly. + Remove dead or dying plant parts. (This includes hanging or broken tr limbs/palm fronds) + Discard green waste at appropriate green waste recycling facilities. + Report faulty Irrigation systems Immediately, In the case of damaged irrigation heads repairs should be made the same Say. Periodic Work Activities Several maintenance procedures are performed only one or two times per year. This work is usually sensitive to plant flowering cycles, temperatures and seasonal watering needs. Work generally performed on a "seasonal"basis includes' pruning, fertilizing adjusting Irrigation schedules, turf aeration, over -seeding, applying herbicides/pesticides and removing/replacing dead or dying plants. The following sample schedule shows probable "seasonal" work activities, Wltltpr (neremgppCC - Fe ) • Spray weed infested turf areas with a selective post emergent herbicide. + Apply pre -emergent herbicide to control crabgrass, spurge, dandelions and oxalis n turf areas. + For weeds that have emerged In planter beds, apply a broad leaf herbicide (contact or systemic). + Apply fertilizer to turf, annual color beds as needed, + Fertilize lawns with a balanced, slow release product appropriate for the season of application and per soil fertility test results. + Prune deciduous shrubs and trees. (Pruning should be completed prior to leafing, or after flower buds emerge and after any danger of frost has passed) + Fall pruning of trees and shrubs should occur after over -seeding and when over -seeded areas are well established. Forty Snrin (Marry, - Mnv) + Eliminate broad leaf weeds In grass areas with selective post -emergent herbicide registered for use on the particular weed species present. + Apply a second application of a pre -emergent herbicide to control crab grass. + Prune shrubs and gr and covers to control their size, to remove any dead stems and branches and to remove any plant parts damaged by frost. Cut off and dispose of dead flower stems. + Developing broad -leaf evergreen stems can be damaged by heat, Prune Lightly only when necessary. + Aerate turf. + Fertilize plants with slow release, well-balanced fertilizer with the exception of native or arid plant species. Irrigate fertilized area long enough to wash particles off foliage, but do not displace fertilizer or create surface runoff problems. + Plants producing abnormal, or abnormally yellow, leaves should be examined for possible nutrient/water Imbalance. If water related, check soil grade to ensure plant is not sitting to Low in -the planting hole, If necessary, adjust soil grade to adequately keep water from the root crown. Late Sp Inp to Early Summer (May - early June) + Examine -turf areas For weeds and remove with a selective post -emergent herbicide (If needed), + Prune Date palms in early May or when blossoms have set. Prune Washingtonla robusta palms in mid June, Remove fruit, dead and/or dying fronds. Check shrubs pruned in winter as they may require a second pruning, Summer (Ifte June - Ai ust) • Prune Washingtonia flllfera pains in late July. No other major pruning should be performed on plants/trees other than that which provides for the safety of pedestrians or clearance of vehicles. Late Summer. Early Fall (Sen+pmber - October) + Pruning of some tree species may occur at this time. + Scalping, aeration and over -seeding operations should begin as sail temperatures drop and night time air temperatures are consistently below 65 for five consecutive nights. + PLant trees, shrubs, perennials and bulbs. + Prune ground covers back to established borders. Take care not to over prune, Recommended orunina practices + At least one-half of the foliage should be left In the upper two-thirds portion of the tree, + Branches should not be crowded. Branches should be uniformly spaced throughout the entire tree and along the length of each branch. + After trees are established (four -to five years after planting), they should be placed on a rotational pruning schedule ranging between three to five years. Based upon the type (species), Location and overall condition, individual trees should be placed on a pruning cycle. Note' Pruning cycles do not eliminate the need for Immediate or emergency maintenance demands. Always consider the plant type, Its natural form, location and overall condition, Whenever possible, trees should conform to one of the following techniques. Crown/Cannov Clapnino, Selective removal of one or more branches which are dead, dying, diseased, weakly attached or producing water sprouts In the tree's canopy. (See Illustration K2) Crown/Canonv Ralc)pq Selective renoval of lower branches to provide desired clearance for vehicles and/or pedestrians. Crown/Canogy Reduction' Reduce the height, and/or spread, of the entire tree by selective (Crown shaping) removal of branches closest to the nearest lateral branch. Crown/j'nnpnv Res+oration Selectively removes overcrowded, dead or dying water sprouts that have occurred from topping, vandalism, over pruning or acts of nature, The remaining water sprouts are allowed to grow to form a natural canopy. crown<tanonv Thinning Selective removal of branches to increase light penetration, enhance air movement, or reduce the weight of lateral/scaffold branches. Drop Crotcht Selective removal of 'Vertical' growth branches allowing £or the development of more 'horizontal" growth branches, Vertical branches are cut back to the base of a strong scaffold or parent branch. <This is the least preferred technique but may be required on trees located beneath utility Lines or on trees that have been previously topped) Subordination' Reducing or removing branches and stems to slow down the growth rate of competing Leaders. When removing branches consider the size of the branch, Its location, attachment angle as well as -the health and vigor of the tree. No more than 20% of the Live foliage should be removed at one time. The older the plant the less tolerance It will have to pruning. Note' On mature plants, prune less, It Is always better to remove smaller branches rather than larger ones. Keep pruning tools sharp and clean. When pruning diseased trees tools should be dipped in after each cut. Cuts should be clean and smooth. A three -cut process Is used to remove larger limbs. This or tearing of the bark and minimize wounding. Cuts should be made just outside the branch collar is not visible, the cut should be performed at a right angle to the parent branch leaving a slight stub (1/16 to 1/8 inch), When removing dead branches, the final cut should be made Just outside of the branch bark ridge and collar of the live callus or wounded tissue. When removing diseased branches, remove at Least 6 to 9 Inches of additional live branch tissue. This will help prevent the further spread of disease. Trees taller than 15 feet will require the use of a ladder, rope and saddle, or lift truck, Do not use spurs and/or gaffs, as -they will cause damage to the tree trunk. The only exceptions to this rule occur when emergency efforts cre required to reach uninjured climber or when the entire tree being removed. ealp Tree Pruning Palm trees should be pruned to remove dead fronds and thorny fruit sterns as they will become hazardous and unsightly. When palms are located adjacent to sidewalks or parking areas, fronds should be removed to a minimum clearance height of 8 feet. Healthy fronds are -to be removed only when they drop below the horizontal plane or horizon line, a 10% bleach solution will help avoid stripping bark ridge and collar area. If MaIntainIno Shrubs Shrubs should be pruned when they' (1) grow too tall for the area where they are located, (2) block vehicular Line of sight, (3) become rangy or woody, (4) have dead flower stocks, 'and (5) block or hamper access to sidewalks or curb areas, Shrubs/hedges should be pruned annually or semi-annually, depending an their growth pattern and their growth rate. The best time to prune evergreen plants Is In fall or spring. Flowering plants are not pruned until after they have bloomed and cold sensitive plants are not pruned until after danger of frost has passed, 'tuning should be done with the use of hand held pruning tools, Avoid the use of hedge shears except when the height of a shrub must be reduced quickly. When the use of power shears is necessary, remove branches -to a desired height or width First, then selectively remove every other branch with hand pruners. Pruning of plants into geometric forms Is not an acceptable form of pruning (with the exception of specialized topiary pruning). Depending upon the type of plant and the overall landscape design, It is desirable to allow plants to grow near or Into each other to create a hedge or a screen. Shrubs/ground cover adjacent to curbs will not exceed a height of 3 feet. Shrubs Located behind sidewalk areas are allowed to grow taller but should not impede pedestrian access to, or pedestrian traffic, on the sidewalk. Ornamental grasses should be cut back annually or bl-annually to a height of 9 to 12 inches, Dividing the grasses is another Nay to control their growth horizontally. Maintaining Vines Vines and espalier plants tied to training devices should be examined monthly, and when necessary should be pruned and re -tied. Secure vines In a manner that promotes directional growth in conjunction with supports. Do not use nails to secure vines to masonry walls, _Maintaining Ground Covers Ground covers are to be kept free of weeds, and properly trimmed along walks, walls, and paved areas. Do not use a hand hoe to remove weeds in plant bed areas. Extract weeds by hand or spray with an approved herbicide. Remove litter In ground cover areas as needed, Ground covers should be trimmed to within a minimum of 12 inches from control units, valve boxes, couplers, other appurtenances, and fixtures. They should not be allowed -to grow Into trees or shrubs nor onto structures or walls. Ground covers should be maintained as shrubs would bel selectively prune stems to reduce size and eliminate whips such as on Bougainvillea. Arbitrary and non -selective pruning on ground covers can cause problems similar to those on trees or shrubs. Non -selective pruning does not remove dead or dying portions of the ground cover. The damage caused by hedge shears on the stems s unsghtly (especially when using power hedge shears) and It does not reduce the size of the plant but can - actually cause rapid re -growth. Use hand pruners or toppers to reduce the size of the ground cover. In some cases, removal of excess plant material may be the solution to controlling -the plants within a given planter area. _Maintaining Cacti and Succulents Maintenance of cacti and succulents Is minimal, Monitor growth and development, Inspect f or possible excess moisture, scale, weevils or mite problems, This Is especially important for Agave, Cereus, Carnegiea, Echinocactus, Opuntia, Fouquerla, and Yuccas species. K p spray heads, or high volume drips away from base of plants, The tendency to over -water these plants is the leading cause of their demise, Controlling the watering frequency will help eliminate this problem and may prevent root rot. Scale and mite problems should be controlled with a systemic pesticide as these insect pests can spread and may lead to the death of the plant. Scale must be controlled when the Insect is still in Its crawler stage. Before the application of any pesticide, It is important -to identify the pest and get a written recommendation from a California State Certified Pest Control Advisor for the best method to control the pest, Important Notice - Underaround Service Alert Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued befor a 'Permit to Excavate will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. AM Fertilizers and Usage Supplemental fertilizing may be required -to Improve the nutrient levels of the soil. Test should be conducted once or twice a year (before and after the growing season) on ail turf and shrub areas to determine actual nutrient needs. Sall samples should be sent to an Independent testing lab at least six to eight weeks before the next scheduled application. 1. Record all fertilizer applications noting the Identity, type, formula, application rate, frequency, and landscape material (turf, -trees, shrubs, ground cover) the fertilizer was applied -to. Prior to, and Immediately after application, the surface area must be well watered, but do not allow any area to become flooded (standing water). 2. Fertilizers can be organic or Inorganic, dry, liquid, or pellets. 3. After applying fertilizer, wash down all adjacent areas to prevent fertilizers from staining surfaces. 4. Fertilizer needs, rates, formulas and schedules very from plant to plant, and season to season. The optimum time to fertilize trees and shrubs Is late fall when plant roots are most active. 5. Trees, shrubs, and ground covers -that require supplemental applications should be scheduled in accordance with the National Arborist Association Standard for Fertilizing Shade and Ornamental Trees, the National Arborist Association Standards, and In accordance with the rate Indicated by the manufacturer. 6. Some plants may require deep root feeding or foliage applied sprays to correct iron chlorosis or other micro -nutrient deficiencies normally in the summer months of June, July, or August. 7. Fertilizing native or desert trees, shrubs, and ground covers Is not recommended, 8. Over -seeded turf areas should be fertilized no Less than once every 90 days. Apply a high nitrogen formula once every three to four weeks after over -seeding, and again in December or January, as well as in April or May. 9. From June to August, use a balanced slaw release fertilizer. 10. ALL fertilizer application rates should be In accordance with manufacturers specifications. Weed Control Weeds inhibit Lawns, plants, and trees from gaining the moisture and nutrients -they require for growth and development. Weeds should be removed as foLlowsi 1. Remove all weeds as s n as possible from lawns, planters, planting areas, expansion joints, tree pits, and "graveled' areas. 2. No more than SOX percent of the turf area should have weeds. 3. Weeds In lawns can be controlled with selective herbicides or a post -emergent spray. 4. Wait until the second or third cutting before using pre -emergent herbicides on newly seeded lawns. 5. To control crabgrass apply pre -emergence in January while Bermuda grass is dormant. 6. Broad -leaf weeds in lawns can be removed selectively with post emergent herbicide, When utilizing this method of control, care must be taken not to harm the areas adjacent to the application. 7. Weed control in planting areas may include mechanical and chemical methods. Mechanical or hand weeding should be Limited -to "spot'control In newly planted areas or windy conditions. 8. When weather permits, use herbicides to prevent weed seed germination In September. Herbicides must be registered for use on turf grasses, ornamental plants, and weeds selected for treatment. 9, Selected herbicides should be registered For use on turf grasses and shrub planting areas, Follow directions to ensure the herbicide is safe for use on ornamental species (if applicable). 10. Calibrate spreader (sprayer), apply evenly first in one direction and then -the other, Insect Related Problems If Insects are suspected, Identify the Insect, monitor the problem, determine the extent or progression of the problem, and if necessary spray with appropriate Insecticide, If possible, do not treat as this may be a seasonal problem that may correct itself. + AU areas of the landscape should be inspected for infestations of harmful pests which Include aphids, beetles, scale, slugs, snails, spider mites, thrips, whiteftles, Eucalyptus Longhorn borer, weevils, Palm borers, and Polo Verde borers. Leaves that are chewed, blotched, deformed, discolored, skeletonized, defoliated, or wilted could be signs of pest problems. + Pest control can include an integrated pest management control system, pesticide control, exclusion, natural enemies, biological control, and host resistance. + Application of all pesticides will be made by a California State Licensed Pest C ntrol Applicator, Pesticides should be applied when -the possibility of contamination Is at Its lowest. Early morning application shall be used when possible to avoid contamination from draft. Applicator should monitor the weather and avoid conditions that would greatly reduce -the effectiveness of the treatment or create possible harmful run-off from the treated area. Applicator should also ensure that the prescribed chemicals are most effective during the current life cycle of the pests, + Past warning signs In areas where pesticides are to be applied and reduce watering -to eliminate runoff. If water is required to Increase pesticide efficiency, It should be applied in quantities the area Is capable of receiving without creating excessive runoff. + Exercise caution when nixing and transferring pesticides to prevent contaminating areas outside the target area. Application methods should be used which ensure materials are confined to the target area. Spray tanks containing excess chemicals shall not be drained on site. Disposal of pesticides as well as tank cleaning materials shall comply with the guidelines established by the State of California Food and Agricultural Code and EPA regulations. + Spray equipment shall be in good operating condition, of high quality, and designed to efficiently apply prescribed materials. Avoid high pressure applications and water soluble drift agents. + Pesticides should be selected from materials which characteristically have the lowest residual persistence. + Consultation with a State of California Licensed Pest Control Advisor may be required before applying chemical treatment(s). + In case a Restricted Use Pesticide is recommended, there must be a Restricted Materials Permit Issued by the County of Riverside Agricultural Commissioner, + Do not use toxic pesticides to control pests when predatory or parasitic insects are present. + A continuing program to control Insects and rodents Is recommended. The following information should be included the pest to be controlled, method of control, -the product labels, a schedule as to frequency of control, Maintain a monthly and daily pesticide spray log to record all pesticides used. Sprinkler Maintenance The controlling factor in the performance of water management within landscape maintenance areas Is the application of water to landscape plants at a rate which closely matches -the actual demands of plant material with little or no runoff. Water conservation, roadway safety and maintenance are the first and foremost reasons why water must be strictly controlled within the City, Other important water management considerations include safe and dry turf areas for community use, water costs, and plant health. I. Before repairing or adjusting systems, verify the operating pressure of the supply system. Static pressure at P.D.C. should also be checked, If pressure is substantially higher than design pressure. Adjust pressure regulator accordingly, 2. Irrigation schedules should be adjusted seasonally. 3. The entire irrigation system, including all components from connection at meters, shall be maintained in an operational state at all times. This Includes controllers and remote control valves, gate valves, main lines, service lines and irrigation heads. 4. A L repairs shall be performed by fully trained personnel knowledgeable In all phases of landscaping and irrigation system operation, na ntenance, adjustment, and repair. Repair personnel shall also be knowledgeable In ail type of components includ ng control clocks, valves, and sprinkler heads, as well as with all brands and models of irrigation equipment Lit lized in a landscape. 5. Main irrigation and supply systems must be tested and Inspected periodically' guar+/rHy basis'_ + flush lateral lines, catch water sample and closely check for debris and suspended matter, + Flush until water runs clear, should require only a few seconds. Monthly bade + Examine and clean all filters. + Replace filter as required. + Adjust and clean or replace emission devices as required. + Perform walk-through and look for visible plant stress, check emissions device location and flow. Weekly basis' + Test irrigation heads and coverage areas to' + Provide adequate coverage for all landscaped areas. Prevent excessive runoff and/or erosion, + Prevent watering of roadways, facilities such as tennis, basketball or handball courts, walkways, trails, fences, and private property. + Match precipitation rates, 6. Quickly repair all Irrigation system damage and record repairs. 7. All sprinkler heads shall be adjusted to maintain proper coverage. Adjustment shall Include actual adjustments to heads, cleaning and flushing heads and lines, and removal of obstructions, 8. Minor repairs shall include but not be limited tot a ll lateral lines regardless of' size, risers, exposed electrical connections, washers, seals, adjusting pins and replacement ofvalve box lids, 9. Major repairs shall include all mainline pipe regardless of size, controllers, pressure regulators, mainline, control wires others than above, valves, solenoids and diaphragms, all sprinkler heads and emitters. 10. Faulty irrigation systems such as malfunctioning controllers, quick couplers, manual or automatic valves and sprinkler heads should be corrected within 12 hours of notification, 11, All replacement components should match the original -type and model unless a substitute Is approved P P 9 12 When sprinkler systems are out of service, temporary or alternative watering (hand or watering truck) may be required. 13.r 3, Personnel are responsible for damage to sprinkler heads and valves due to careless operation of vehicles and lawn mowers. 14. Irrigation system scheduling will be established by the City staff and will be based on ETD values obtained from the Coachella Valley Water District. Paaim Tree patprino Contrary -to general knowledge, palm trees are moderate to high water users. The amount of water used by a palm depends upon the size species, Location of the tree, and time of year. Generally, the larger the tree the more water used, When establishing a newly planted palm water usage may range from 30 to 80 gallons a day. On e the palm is established (two to four months after planting) the water requirement may decrease but generally not much more than 20% to 30%. NOTE' The warmer the air and soli temperature, the more water Is used by plant material NOTE: NO DESERT SHRUB SHALL BE PRUNED INTO A BALL OR BOX. ALL PRUNING SHOULD BE DONE TO MAINTAIN THE NATURAL BEAUTY AND CHARACTER OF THE PLANT Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, Indemnify and hold design professional harmless from any and all liability, real or alleged, In connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. -I 1--1 l II-1 Imo•.., J� 11-11-1=1 11=1 tEl II11-1111111I1111I -IIIII-II 2X ROOTBALL BARREL CACTUS FINIS1-1 GRADE ROOT ZONE NATIVE SOIL ESACIGFILL UNDISTURBED NATIVE NOTE: APPLY 1 THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT RAIL BARREL CACTUS PLANTING DETAIL N.T.S. 2' TO 3' DEEP WELL ROOT ZONE NATIVE SOIL BACKFILL SET ON UNDISTURBED NATIVE SOIL UNDISTURBED NOTE. • NATIVE SOIL TO BE USED FOR BACKFILL OF ALL SHRUBS AND DESERT ACCENTS. TAMP SOIL IN PLACE. • NO FERTILIZER TO BE USED. • HOLE TO BE AS DEEP AND AS WIDE AS ROOT MASS. • PLANT AT SAME DEPTH AS PLANT CAME OUT OF GROLND - DO NOT BURY. • NO BASINS. • DRIP EMITTERS TO BE AT LEAST IS' AWAY FROM PLANT. NOTE: APPLY 1 THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL OCOTILLO PLANTING PETAL N.T.S. PLANTING NOTES I. Before any plants are planted, all planted areas are to have been graded' In an acceptable manner to asssure positive drainage per the grading notes. 2. Where circumstances permit, plant no tree closer than 18' to an edge of hardscape. 3. Remove all stakes from vines 4. Refer to planting details 5. Whenever possible, use plant materials acclimated to the Coachella Valley. 6. Landscape contractor when tying vines is to use a drill to establish the pilot hole to receive the red -head portion of the molly. 7. When tying vines or espaliers, wires should be spaced as follows: 1st (2) at I'-6" apart from finish grade, the next (3) at 1'-0" apart to make the top wire at 6'-0" above finish grade. Wires should be a minimum of 8'-O" long center on plants. When vines or espaliers are closer than 10' apart, use a c ntinuous wire between both plants. B. WARNING Plant material listed may or may not have been approved by the Agricultural Commissioner's office. Landscape contractor, please contact the developer for status of Agricultural Commissioner's approval or denial. Plant material not conforming with quarantine laws may be destroyed and civil action taken. All plant material Is subject to Inspection at the discretion of the Agricultural Commissioner's office. All plant material must be free from Red Scale (Aonidiella aurantlU. q. No shrubs are to be planted within 36" of hardscape measured from center of shrub, Trees to be a minimum of 5' away from hardscape. BOULDER NOTES I. Boulders ore specified in tons, 2. Installer Is to be responsible to prevent any severe chipping or damage to boulders during the placement process. 3. Boulders are to be placed using cables from a Loader Boom or a Boulder Placement Boom. 4. Installer Is to pay particular attention to how boulder Is lifted to allow boulder to be spun in order to set boulder in Its most desirable position. 5. Boulder Is to ultimately be set to a minimum of I/3 burled (See Detail). 6. All cavities andvoids near the bottom of the bouldera to I h are be set below finish grade. 7. After setting, soil is to be cleared from boulder to a depth of 6" to allow for staining of boulder below finish grade. S. Boulder Is to be washed clean of dirt, debris, and small chips and allowed to dry prior to staining if required. CURB DATE. MARCH 2008 St pature on File LANDSCAPE MGR. 12` 18' SLOPED GRADE LEVEL GRADE NOTES: FINISH GRADE ALL CAVMES AND VOIDS ARE TO BE BURIED FINISH GRADE ALL CAVES AND VOIDS ARE TO BE BURIED ALL MEDIAN BOULDERS TO BE BURIED A MIN MUM 1/3 NOT TO EXCEED 12' FROM TOP OF CURB ALL BOULDERS TO BE A MINIMUM 24' FROM CURB/HARDSCAPE UNLESS NOTED ON PLAN BOULDERS IN CLUSTERS TO BE SET AT VARIOUS HEIGHTS PER CITY APPROVAL BOULDER INSTALLATION LANDSCAPE DMSIDN CITY OF PALM DESERT 8'-12' VARIES WALL ANCHOR AND SCREWS WITH 18 GAUGE GAL WIRE TYP. FINAL GRADE N11111=11111- 111111E 111111 1T111- NOTES: APPLY 1 THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL DATE MARCH 2O08. Signature on File LANDSCAPE MGR. VINE - =11111 111111 IIIII IIIIII= 1 III 2X ROOTBALL NATIVE UNDISTURBED SOIL ESPALIER DETAIL LANDSCAPE DMSION SCALE: NONE PLT DRAWING NO. 005 SCALE: NONE 1 PLT DRAWING NO. CITY OF PALM DESERT I 004 CINCH TIES allllll I MITI IIIIII DATE. MARCH 2008 Sigpature o File LANDSCAPE MGR. 2X ROOTBALL DO NOT OVER TIGHTEN CINCH TIES, ALLOW TREE TO MOVE 21/2" i* LODGE POLE PINE TREE STAKE (2 EACH) MINIMUM 12" AWAY FROM EDGE OF ROOTBALL SET TOP OF ROOT CROWN AT FINAL GRADE DEPRESSED WATERING BASIN NAL GRADE NATIVE UNDISTURBED SOIL NOTES: IN TURF AREAS LEAVE A BARE AREA APPROX. 16" AWAY FROM TREE BASE IN ALL DIRECTIONS APPLY 1" THICK LAYER OF DECOMPOSED GRACE ON TOP OF ROOT BALL STAKE SINGLE TRUNK TREES IF NEEDED DO NOT STAKE MUL11 TRUNK TREES FORM 3" BERM TO CREATE TEMPORARY WATERING BASIN (USE WRH BUBBLER IRRIGATION ONLY) TREE INSTALLATION LANDSCAPE DIVISION IIIIII=IIIIII 11111I - IIIIII=IIIIII= IIIIII- 111111-111111 111111111111E11110111111_1111R 111111 111111_IIIII_IlI11=117! - DATr. MARCH 2008 Slgpature on File LANDSCAPE MGR. 2X ROOTBALL NOTES: CRY OF PALM DESERT DEPRESSED WATERING BASIN SCALE: NONE PLT )PAWING NO. 001 SET TO TOP OF ROOT CROWN AT FINAL GRADE FINISH GRADE NATIVE UNDISTURBED SOIL PLANT SHRUBS MINIMUM OF 3' FROM CURB N MEDIANS, 3' FROM CURB/SIDEWALKS IN PARKWAYS OR AS NOTED ON PLANS APPLY 1" THICK LAYER OF DECOMPOSED GRANITE ON TOP OF ROOT BALL FORM 3" BERM TO CREATE TEMPORARY WATERING BASIN (USE WMTH BUBBLER IRRIGATION ONLY) SHRUB INSTALLATION LANDSCAPE DIVISION CITY OF PALM DESERT SCALE NONE PLT DRAWING NO. 002 (APN 771-490 017) These plans have been reviewed by the Coachella valley Water District In accordance with California Government Code Section 6S5S1 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 USER Right -of -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or Installed in CVWDand USER easements or right-of-way without first obtaining an encroachment per t from CVWD- 3//8 //4' Date CVWD Plan N aker an gement Depart / Qs opment ry esDepartment COMM GM Revisa dated I Revis comm( rn Q) C) L-, a) m to F2 FA In„ Q � cup C) Tn 1-1 E- E act REVISIONS Delta Dace Sheets At rectal Ey Dew! A9-3-13 AI1.GM Re 9-30-13 ALL COMMI GM Revtsic Il-ll-13 ALL GM Revtsi, 12-11-13 ALL Comall GM Revisit 3-5-14 ALL Sigreez. SHEET # DATE• 6-30-1 PLANTING DET, aria L41 BALL VALVE N.T.S. 6' TRENCHING N.T.S. FINISH GRADE �II`r, 6' ROUND VALVE BOX LINE FLUSHING VALVE TLO5OMFV. 1/2' PVC VENAL/ ADAPTER AND PIPING BRICK SUPPORTS (THREE) 3/4' GRAVE SUMP (6' TO B' ➢IAMETER) • 1. ROUND VALVE TAN BOX WITH BOLT - DOWN COVER. HEAT BRAND "BV" ON VALVE BOX COVER IN 2" HIGH LETTERS. 2. FINISH GRADE. 3. FULL FLOW, BRASS BODIED BALL VALVE- FULL PORT 4. SCH. 40 PVC PIPE EXTENSION, DIA. TO ALLOW FOR MOVEMENT OF HANDLE ON VALVE LENGTH AS REQUIRED. 5. 3/4" CRUSHED ROCK - 8" DEPTH. 6. COMMON BRICK (2 REQUIRED). 7. SCH. BO NIPPLE TOE W/SS PVC COUPLING 8. 2" CLEARANCE. 9. PVC MAIN UNE PIPE. * 3/4" IN TURF AREAS. 2' IN SHRUB AREAS. LEGEND NON -PRESSURE LATERAL LINE PIPING. PRESSURE MAIN LINE PIPING CONTROL WIRES - TAPE AND BUNDLE EVERY 10 FEET. INSTALL ADJACENT TO PRESSURE MAIN LINE. PROVIDE 2" DEPTH OF CLEAN BACKFILL SEE IRRIGATION SPECIFICATIONS FOR BACKFILL AND COMPACTION REQUIREMENTS. FINISH GRADE. NOTE: * MINIMUM BACKFILL DEPTHS FROM FINISH GRADE TO TOP OF MAINLINE 24" FOR PIPE SIZES 3' AND LARGER 18" FOR PIPE SIZES 2 1/2" AND SMALLER. AUTOMATIC FLUSH VALVE- By Netaffm N.T.S. Important Notice - Underaround Service Alert. Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued befar a 'Permit to Excavate' will be valid. For your Dig Alert Identification Number call Underground Service Alert TOLL FREE at 1-800-227-2600 two working days before you dig. LEGEND: I. FINISH GRADE 2. BUBBLER HEAD (see irrigation legend) 3. 12' PVC SCHEDULE 80 RISER 4. PVC SCHEDULE 40 STREET ELL 5. PVC SCHEDULE 40 TEE AND ELL G. CLASS 200 PVC LATERAL LOCATE BUBBLER 10' AWAY FROM ROOT BALL EDGE. LOCATE ON HIGH OF PLANT TREE/PALM IRRIGATION BUBBLER N.T.S. / U ■ El AUTOMATIC -FLUSH VALVE MAX WITI-I 12' EMITTER TRIANGULAR SPACING 4-14 El El ❑ -Y-FILTER El El ❑ ❑ ❑ ❑ RESSURE ❑ REGULATOR ❑ ❑ RCV MAIN LATERAL LINE VARIES SEE PLANTING SPACING ON PLANTING LEGEND TYPICAL EMITTER LAYOUT PLAN N.T.S. GRANGE /.=. if a OUTSIDE WALL .x J RAIN BIRD CONTROLLER SENSOR RECEIVER: RAIN BIRD WIRELESS ET MANAGER • * 2" IN SHRUB AREAS. 1" IN TURF AREAS. LEGEND RAIN BIRD 'GB' SERIES ELECTRIC CONTROL VALVE. RECTANGULAR TAN VALVE BOX WTH BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. CHRISTY'S I.D.TAG - WHEN REQUIRED FINISH GRADE. SCH 80 NIPPLE T.O.E. W/SS PVC COUPLING PVC PIPE TO SYSTEM - ANGLE PIPE TO SPECIFIED DEPTH WITH 45 DEG. ELLS. COMMON BRICK (4 REQUIRED). COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER. 3/4" CRUSHED ROCK. 8' DEEP. CONTROL/COMMON WIRES FROM CONTROLLER. PVC SCHEDULE 40 PIPE. PVC SxS 90 DEG. ELL. WIRE CONNECTOR. MAIN LINE FITTING W/SOLVENT WELD OUTLET. COIL WIRE PER SPECIFICATIONS ELECTRIC CONTROL VALVE N.T.S. .REDUCED PRESSURE BACKFLOW PREVENTER IIII= IIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIII llll IIII=IIII=IIIIIII=IIII LEGEND 1. BRASS 90 DEG. ELL (TYP.) 2. BRASS NIPPLE-4" MIN. LENGTH. (TYP.) 3. BRASS WYE STRAINER W/60 MESH MONEL SCREEN. 4. BRASS PLUG. 5. BRASS UNION. 6. FINISH GRADE. 7. BRASS NIPPLE. (TYP.) 8. FROM POINT OF CONNECTION ADAPT AS REQ'D. 9. 12" x 12" x 12" CONCRETE THRUST BLOCK. (TYP.). 10. BRASS COUPLING. SET FLUSH W/ CONCRETE (TYP.). 11. PVC MALE ADAPTER. 12. PVC MAINLINE.. * 12" MIN./24" MAX. BACKFLOIA! FVEENTOR BY GENERAL CONTRACTOR N.T.S, ET MANAGER N.T.S. RAIN SENSOR N.T.S. GENERAL IRRIGATION NOTES 1 THE SPRINKLER SYSTEM DESIGN IS BAS D ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW D MAND SHOWN ON THE IRRIGATION DRAWINGS AT THE MLitt( OR POINT OF CONNECTION. THE IRRIGATION CON1RAC OR SHALL VERIFY WATER PRESSURE PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOT REPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 2. 120 VOLT ELECTRICAL POWER OUTLET AT THE AUTOMATIC CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM THE ELECTRICAL OULTLET TO THE AUTOMATIC CONTROLLER. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS. AVOID ANY CONFUCTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 4. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSItM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICIATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILJTY FOR ANY REVISIONS NECESSARY. 5. R IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMIUARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WAI I S ETC HE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB CONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 6. IN ADDITION TO THE CONTROL WIRE SLEEVES SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTROL WIRE SLEEVES OF SUFFICIENT SIZE UNDER ALL OTHER PAVED AREAS. 7, CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINUNE PRIOR TO BACKFIWNS TRENCHES. 8. CONTRACTOR TO CONTACT CITY LANDSCAPE REPRESENTATIVE FOR PRESSURE TEST OF MAINUNE PRIOR TO BACKFILLING TRENCHES, Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional. PCS SELECTION CHART DESCRIPTION MODEL PCS- 20 GPM 0.2 COLOR Brow SPRAY 15° TRAJECTORY 8F BH 2' 8T 3' 8Q 5' SPRAY 15D 1OF - TRAJECTORY 10H 2' 10T 2' 100 5' SPRAY 23 ° 15F TRAJECTORY 1� 15H 15T 150 2' STREAM BUBBLER 5F 3" 5H-B 5" 50-B 10" SCSI-B 14" PCS-030 0.3 Silver 1' 4' 5' 7' PCS-040 0.4 Orange 1' 5' 7' e' PCS-060 0,6 Black 3' 7' +8' PEDESTAL MOUNTED IRRIGATION CONTROLLER ENCLOSURE RAIN SENSOR: RAIN BIRD RSD-CEx 3/4-INCH SCH 40 RISER EXTENSION (FIPT X MIPT) SECURED TO ENCLOSURE WITH SCH 40 NUT WIRE TO IRRIGATION CONTROLLER PCS-090 0.9 White 5' +8' PCS-125 1.25 Green +8' 2' a' 10' 6' 7' +11' - 6' 7' - - 8' +10' - _ - - 5' 7' 6' 8' 1' 4' 5' 6' 8' 1' 4' 5' 8' 12' 3' 6' 8' 12' +15' 5' 7' 12' +15' - 2' 4" 10" 3' 3' 6" 1' 5' 5' 5' 10' +10' 1' 2' 3' WHEN RADI S OF SPRINKLER HEADS, REQUIRED FOR PROPER COVERAGE, IS LESS THAN RADIUS SHOWN ON LEGEND, THE CONTRACTOR SHALL EQUIP SPRINKLER HEAD WITH A RAIN BIRD °PCS" RESSURE COMPENSATING SCREEN FOR LOW FLOW AND RADIUS CONTROL. SELECT SCREEN ON CHART AB VE FOR PROPER RADIUS, DRAINAGE NOTE PCS-175 1.75 Yellow 8' +12' +12' +15' ME DRAINAGE OF IRRIGATIOI WA ER THROUGH SPRINKLER HEADS WILL NOT BE ALLOWED, SOME PORTIONS OF THE IRRIGATION SYSTEM WILL REQUIRE THE INSTALLATION OF RAINBIRD 1804-SAM, 1806-SAM, AND 1812-SAM IN LIEU OF RAINBIRD 1804, 1806, AND 1812 SPRINKLER HEADS TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL RAINBIRD POP-UP SPRAY HEADS WITH "SAM" FEATURE AS REQUIRED AT ANY SPRINKLER HEAD SHOWING SIGNS OF DRAINAGE AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF "SAM" FEATURE SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER, C 1. FINISH GRADE. 2. PVC PIPE (DEPTH PER DETAIL). 3. RAIN BIRD MODEL # XCZ-075, # XCZ-100 XERIGATION CONTROL ZONE ASSEMBLY. 4. WIRE CONNECTOR. 5. PILOT WIRE. 6. COMMON WIRE. 7. 3/4" CRUSHED ROCK. 8. (4) 2" x 4" x 12" PRESSURE TREATED WOOD FOR SUPPORT. 9. 12" x 18" TAN RECTANGULAR VALVE BOX. 10. PVC MAINLINE 11. TAN RECTANGULAR VALVE BOX WTH BOLT DOWN COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2" HIGH CHARACTERS. 12. CHRISTY'S ID TAG - WHEN REQUIRED 13. COIL WIRE PER SPECIFICATIONS NOTE: FOR SOLAR CONTROL VALVES Install LEMA micropower actuators In place of conventional solenoids to all valves Unless otherwise noted on plan. XERIGATION CONTROL VALVE/ AUTO FLUSH VALVE N.T.S. I=IIII-IIII 6 LEGEND I. RAIN BIRD XE 10-32 THREADED EMITTER 2. BONLSMITH POLYFLEX RISER (LENGTH AS REQUIRED). 3. FINISH GRADE. 4. PVC FITTING (5 x 5 x I/2" FIPT). 5. PVC PIPE (DEPTH PER DETAIL). DRIP EMITTER ASSEMBLY N.T.S NOTE: FOR WIRE SIZES No. 14, No. 12 and No. 10. n SLIP BA°F SOCKET OVER BO WIRES. P WIRES APPROXIMATELY 5/H' FROM END. TWIST ENDS TOGETHER. STEP I APPLY SEALER TO OUTSIDE OF SEALING PLUS. FILL CAVITY' WITH SEALER ye - PUT CRIMP SLEEVE OVER WIRE ENDS. CRIMP SLEEVE AND GUT OFF EXCESS WIRE. STEP 2 POLL BASE SOCKET OVER WIRE 134D AS FAR AS POSSIBLE. PUSH SEALING PLUG INTO BASE SOCKET. STEP 3 PUSH WIRES TO END OF EASE SOCKET TO ASSURE COMPLETE SEALING OF cr NLIFrTION. RAINBIRD PEN -TITS WIRE CONNECTOR STEP 4 WIRE CONNECTION DETAIL N.T.S. 3 Date/RA (APN 771-490 017) These plane have been reviewed by the Coachella Val ey Water District In accordance with California Government Code Section 65551 et seq. requiring efficient landscape and irr gation 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 USSR Right -of -the -Way. Trees, plants, walls and permanent structures of any kind may not be planted or Installed In CVWDand USER easements or right-of-way without first obtaining an encroachment permit fr CVWD- F, A CVWD Plan * elopment S - rvl 'se Departmen Z 0 0 m REVISIONS Delta Date 0etts At (tried 9-3-13 ALL 11-11-I3 ALL 12-11-13 ALL Cep Do Description a Cave GM Rcvls100 per Pin" commenl c tinted .0/ 5/ 13 GM GM GM A3-5-14 ALL SHEET # Revisions tier ALCC comments dated 10/31/13 Revisions Tier ALCC GM Revised per City comment dated I/22J14 Revised per CVWD comments dated 2/19/14 6-30-13 IRRIGATION DETAILS L41192 cn co 1-4 IONS ARE NOT TO cn .14