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HomeMy WebLinkAbout230 PASEO GUSTO (SPANISH WALK T.33837) (2)REVISIONS A SPAN SH WALK - SONR SA TRACT #33837 CITY OF PALM DESERT, CALIFORNIA MODELS LANDSCAPE PLANS (DUPLEX) AGENCY APPROVALS CERTIFICATE OF PROJECT COMPLETION Project Name: Project Location: Maximum Water Allowance: (In hundred cubic feet) Estimated Total Annual Water Use: Parcel Map or Tract No.: (FORM TO BE COMPLETED AND TURNED IN AT FINAL WALK) (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 1. Grading design plan 2 Landscape design plan 3. Irrigation design plan 4. Irrigation schedules Post installation Inspection: (initials indicate completion) A. Plants installed as specified B. Irrigation systems installed as designed Comments: A copy of this certification has been provided to Owner/Developer and District Comments: It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect Signature Date License No. WATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE REQUIREMENTS. REFER TO SHEET IP-1 THRU 1P-6 FOR THE C.V.W.D. WATER CONSERVATION CONCEPT STATEMENT. CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE 1) SLEEVING / GRADING a. Sleeve diameter, type depth and location b. Soil surface drainage, elevations and trash (including weeds & rubble) 2) HARDSCAPE / BOULDERS —COBBLE a. Sidewalk and wall layout b. Utilities location C. Boulder type, size, weight and placement 3) IRRIGATION SYSTEM ROUGH —IN a. Trench depth b. Pipe size and class C. Pressure test (125 psi for 6 hours) 4) PLANT MATERIAL (trees & shrubs) a. Condition b. Type C. Placement 5) GROUND COVER (Decomposed granite) a. Type b. Depth and spacing c. Compaction 6) FINAL a. Irrigation * Valves, boxes and wiring * Controller operation and site specific yearly irrigation schedule (required by City of Palm Desert Water Efficient Landscape Ordinance) * Sprinkler, bubbler and / or drip emitter type, flow rate and quantity per plant. * Overall operation * As built b• Tree staking C. Overall • CONSTRUCTION NOTES AND LEGEND NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A C-27 CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL —OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. LEGEND FF GF PE TW TF BW TS BS CB FG FS HP LP FL OC CB TG INV BB d-b 1.0% 4:1 R GB O 0 DIAMETER FINISH FLOOR ELEVATION GARAGE FLOOR ELEVATION PAD ELEVATION TOP OF WALL TOP OF FOOTING ELEVATION BOTTOM OF WALL TOP OF STEP BOTTOM OF STEP CATCH BASIN FINISH GRADE FINISH SURFACE HIGH POINT LOW POINT FLOW LINE ON CENTER CATCH BASIN TOP OF GRATE ELEVATION INVERT ELEVATION BOND BEAM ELEVATION (33.60) 33.60 HT BCR ECR TC BC EJ SJ SC R RDWD HDR LA MIN MAX MJ TYP PA NTS EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION HEIGHT BEGINNING OF CURB RADIUS END OF CURB RADIUS TOP OF CURB BOTTOM OF CURB EXPANSION JOINT SCORE JOINT SAW CUT RADIUS REDWOOD HEADER LANDSCAPE ARCHITECT MINIMUM MAXIMUM MASTIC JOINT TYPICAL PLANTING AREA NOT TO SCALE ALIGN GRADIENT IN PERCENTAGE RATIO: 4' HORIZONTAL DISTANCE PER 1' OF VERTICAL HEIGHT RIDGE GRADE BREAK DIRECTION OF FLOW DRAINAGE PIPE ATRIUM DRAIN DECK DRAIN TURF DRAIN PROPOSED CONTOUR EXISTING CONTOUR BERM — BUILT—UP LANDSCAPE GRADE DETAIL REFERENCE SHEET LOCATION SECTION REFERENCE SHEET LOCATION DINAH SHORE DRIVE w ry RANCHO MIRAGE • J I VICINITY MAP AVENUE 35 PALM FRANK SINATRA PO RTO LA i CipR3 6-0gr SITE 7 F DESERT DRIVE VICINITY MAP N.T.S. LOCATION MAP N. r.i-►•.awl a.,�g, jpp J4 it Vi ' 4 {� a ■ Ttl.: 4S t°'i I atFF s w Lila .`+ ouram Agro off,.. FRANK PROJECT LOCATION SINATRA 10 KEY MAP NOT TO SCALE CITY APPROVAL NOTES NOTE: ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION NOTE: ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENT'S JURISDICTION. • REV. SHT. DESCRIPTION A A n A A A A PER DELTA Pet DELTA CVWD COMMENTS CVWD COMMENTS SUBMITTED FOR APPROVAL APPROVED RELEASED FOR BID CONSTRUCTION SET ISSUED LANDSCAPE ARCHITECT DATE DATE DATE DATE CONSULTANTS SUMMERS / MURPHY PARTNERS, INC. 34197 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA 92629 PHONE (714) 642-4471 CONTACT: JOE LASCOLA CIVIL ENGINEER PANGAEA LAND CONSULTANTS.INC 2834 LA MIRADA, SUITE H VISTA, CALIFORNIA 92081 PHONE: (760) 726-4232 FAX: (760) 727-1405 CONTACT: CHUCK GLASS SHEET NO. v v v v v T-1 IR-1 IR-2 IR-3 IR 4 PL-1 P L-2 P L-3 P D-1 PS-1 IRRIGATION DATE BY 4.22.16 CN 06.10.16 MM SUMMERS / MURPHY PARTNERS, INC 34197 PACIFIC COAST HIGHWAY DANA POINT, CALIFORNIA 92629 PHONE (714) 642-4471 CONTACT: JOE LASCOLA ARCHITECT ROBERT HIDEY ARCHITECTS, INC. 7585 IRVINE COURT DRIVE #200 IRVINE CALIFORNIA 92618 PHONE: (949) 655-1550 CONTACT: MARGARET SICKA SHEET INDEX DEPARTMENT ES ,;OMMUNITV OEEVELOPMEN1 PPROVEDNY: �S cTAFFLETTER js.C. ES NOO ri ARCACTIONFOR 7 R.C.R��� 6-EL-% me CONSTRUCTION SHALLCOMMENCE MOTH IN ¶.rc1 SHEET DESCRIPTION Ne 'V v Ne v Ne v v TITLE SHEET IRRIGATION PLAN IRRIGATION LEGEND, CALCS AND NOTES IRRIGATION DETAILS IRRIGATION SPECIFICATIONS MODEL TREE PLANTING PLAN MODEL SHRUB PLANTING PLAN MODEL PLANTING LEGEND PLANTING DETAILS PLANTING SPECIFICATIONS Landscape Plan Final City of P Desert P.W. Dept Date: ,-0l0 Reviewed / Approved By: TOWNSHIP, RANGE AND SECTION NUMBER: 4-6-34-4; PORTION OF THE SOUTHEAST QUARTER OF SECTION 34, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN DATE CVWD PLAN # These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 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 Rights -of -Way. Trees, plants, walls, and permanent structure 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 SERVICE DEPARTMENT • 1O1:11NO9 Wild MS AC v-p m z P c, ip 21 om SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443E1946 FAX (949) 443E1631 LANDSCg1ct Murph Q. llb -se V crt 7-31-16 Renewal Date 04 26 16 Date OF CALF These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. <4<«< 0 m J CC 0 Z U CO Q 0 W 0 CC od o Z di ON CC• c 2 rr Ci N 8 J C SHEET DESCRIPTION TITLE SHEET DESIGNED DRAWN CHECKED DATE 06 /10 /16 JOB NO. 616976 CAD FILE SHEET NUMBER WP NC LLM 1 OF 15 SHEETS ** NOTE** SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE —INSPECTIONS. PLAN SET "E" 6-10-16 CITY OF PALM DESERT WATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE REQUIREMENTS. CERTIFICATE OF PROJECT COMPLETION Project Noma'• Parcel Map or Tract No.: Project Location: Maximum Water Allowance: (In hundred cubic feet) Estimated Total Annual Water Use: (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 1 Grading design plan 7 Landscape design plan 3 Irrigation design plan 4. Irrigation schedules Post installation Inspection: (initials indicate completion) A Plants installed as specified Irrigation systems installed as designed Comments: A copy of this certification has been provided to Owner/Developer and District Comments: It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect Signature No. NOTE: VALVES 'B9' AND 'B10' WILL TEMPORARILY IRRIGATE THE PARKING LOT AT THE MODELS SHOWN ON THIS PLAN. FUTURE BUILD OUT WILL USE THESE VALVES FOR THE HOA MAINTAINED IRRIGATION. SEE SMP PLANS FOR FUTURE BUILD OUT OF PRODUCTION LANDSCAPE AND IRRIGATION. Date License el_AN VIEW OF PRODUCTION AREA IN SAME LOCATION 2" DOMESTIC WATER MAINLINE. SEE SPANISH WALK - SONRISA LANDSCAPE IMPROVEMENT PLANS BY SMP 1" DOMESTIC WATER METER ID: 8375686 (INSTALLED BY CVWD) CVWD SEWER LINE 1.5" DOMESTIC WATER SERVICE LINE CVWD DOMESTIC WATER WATER LINE IRRIGATION VALVES. SEE SPANISH WALK - SONRISA LANDSCAPE IMPROVEMENT PLANS BY SMP • K 1 2' 12+00 4.2 PT —PT cr O A1\ 3.9� 3.4" PT —PT 0 <0 <y CC -1 ELE C z_ —I IV NJ Cs1 O IV CO UT O ----I Irlr0llon- IELEI PASEO GUSTO _ B16* 2" ►s PRIMARY m 0 UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (FLUSH) 17"X30" TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. `ry FIRE HYDRANT WATER METER * YARD DRAIN ORE • 12+50 GRATE / INLET ELE `J ELE IV 2 C-) W a U1 C) B17*B18* v\ I) ® BUBBLER BOX DRAIN PIPE FLOW LINE c3 • • MEM MEMEMEMEM MEMEME 13+00 <, Q W CD mi ea; _emu -gel s71iy: A Q.4. ♦Rij.�i. � MI I iAti IV ' 4f i r .�:�,R L� ' 1. at��� J'`rJ[tII ri `_I aamillt FRANK SINATRA NOT TO SCALE KEY MAP � ST od /05> R,y lisF .I,o ,?. ti 4 ii) km jib J.II'JI ,, DR.'I,Z,� ` i�I.Y��±±i &I ph I F if '1 ,.e iLll2eii>7 ,_ g. • 111 11.. ■ JMr,. -"I'Irtfirm'ammiiI f _rills* '.ifaai•`SyC WTh mi.' < it "O� .SIPi.Iw Pr;a' "ma PUBLIC UTILITIES EASEMENT RIGHT OF WAY CVWD DOMESTIC WATER LINE 2' DOMESTIC WATER MAINLINE. SEE SPANISH WALK - SONRISA LANDSCA' IMPROVEMENT PLANS BY SMP DATE N MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES TYP. • NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE C: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE D: ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION NOTE E: I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. NOTE F: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENTS OR RIGHT OF —WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. NOTE: PER THE CITY OF PALM DESERT, ALL PIPING TO BE LOCATED ADJACENT TO BUILDING / HARDSCAPE, NOT IN THE MIDDLE OF PLANTING AREAS DUE TO CONFLICTS WITH PLANTS AND TREES NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND ) / OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE ) FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE ) CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED ) WITHIN CVWD AND/ OR USBR EASEMENTS. SCALE 1 " = 20' 0' 20' 40' CVWD PLAN # o'''4k ) 6NORTH 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 'I 2 w viNDSCgp Murp y 4b 7-31-16 * Renewal Date 04 26 16 )- Date >9TFOF CALIF 'Po 1 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION O J 0 CC 0 CO ZUo31 CC G O;dam Z c Q Gro Q 0N0v - co W Q • 0 Z a) 00 ' Wff J(yWg CO z 11)1-02 Shtt I LItSL.Kir I iON IRRIGATION LAYOUT DESIGNS) CO DRAWN CG CHECKED MMc DATE 06 /10 /16 JOB NO. 616976 CAD FILE 975IL.dwg SHEET NUMBER IR-1 7 OF 15 SHEETS PLAN SET "E" 6-10-16 IRRIGATION LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION gph PSI PATTERN BBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER BBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 36" BOX BBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS BOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. POINT TO POINT DRIP NO SYMBOL RAIN BIRD Q TORO NOT SHOWN r_1 I� N • NO SYMBOL NO SYMBOL NO SYMBOL K.B.I. NO SYMBOL K.B.I. RAIN BIRD .25 (0.5) .50 (1.0) 1.0 (2.0) XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY 30 TRICKLE TRICKLE UMBRELLA PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP PLANT / GROUND COVER EMITTER LEGEND PLANT WATER TYPE USE LOW SHRUBS LOW MODERATE SHRUBS MODERATE SHRUBS TREES # OF EMITTERS / GPH 2-2.0GPH 2 - 5.0 GPH 2 - 7.0 GPH 3-10.0GPH (4.0 GPH) (10.0 GPH) (14.0 GPH) (30.0 GPH) DRIP SYSTEM NOTES: ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY EACH SHRUB OR GROUNDCOVER. CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING WORK. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. P.O.C. 3/4" DOMESTIC WATER METER WITH 1" SERVICE LINE. MODEL IRRIGATION TO STUB OFF WATER SUPPLY LINE FOR IRRIGATION AND PROVIDE A GATE VALVE TO ISOLATE THE SYSTEM. IRRITROL RAINDIAL RD 600EXT WALL MOUNTED IRRIGATION CONTROLLER, LOCATE IN GARAGE AS AVAILABLE. NOT SHOWN IRRITROL NIBCO TORO HOUSE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD CL-WI CLIMATE LOGIC KIT WITH A WIRELESS RAIN SENSOR / TRANSMITTER, MOUNT ON EVE OF RESIDENCE ROOF T-585-70 FULL PORT BALL VALVE - LINE SIZE. (LOW FLOW VALVE RANGE .25 - 8.0 GPM) SEE PLAN FOR VALVE SIZE - DZK-EZF-075-LF ( 3/4" VALVE ) PLASTIC ANTI -SIPHON TYPE CONTROL VALVE, WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. TORO EZF-26-04 REMOTE CONTROL VALVE. (1" VALVE) VALVE FLOW RANGE - .25 - 30GPM TORO (LOW FLOW VALVE RANGE .10 - 8.0 GPM) (MED. FLOW VALVE RANGE 2.0 - 20.0 GPM) SEE PLAN FOR VALVE SIZE - DZK-TPV-1-LF (1" VALVE) DZK-TPV-1-MF (1" VALVE) PLASTIC ANTI -SIPHON TYPE CONTROL VALVE, WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. AS APPROVED PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE AS APPROVED PVC PIPE 3/4" -11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) 3M DBY-6 DIRECT BURIAL WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS VALVE NUMBER G.P.M. HYDRO -ZONE / IRR. APPLICATION VALVE SIZE IRRIGATION NOTES OTO5 5T010 10 TO 15 15 TO 25 PIPE SIZING CHART GPM GPM GPM GPM 3/4" CL. 200 PVC PIPE 1" CL. 200 PVC PIPE 1-1/4" CL. 200 PVC PIPE 1-1/2" CL. 200 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER P IPE SIZING CHART, IN NO INSTANCE SHALL PIPE S IZE EXCEED DESIGNATED GPM RANGE. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. . THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. . THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. . ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 0. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE S LEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 1. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN O N THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 2. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF P RESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. Sonrisa Models -Typical Residence POC I Controller. ETo/Mo A ETo1Day Days/Week Type Shrub & Tree Pt - Pt 1 AKc IPr Rate 0.5 I 0.95 Qty. of Valves Total Valves: 1 IE 0.9 Total Run Times TOTAL RUN TIMES (HRS) Sonrisa Models - Typical Residence POC / Controller: A Type Shrub Inline Drip 1 AKc I Pr Rate 0.4 I 0.95 Qty. of Valves Total Valves: 1 C EToIMo ETo(Day Days/Week IE IRRIGATION SCHEDULE -ESTABLISHMENT PERIOD (TYP.) (6 months) JAN I FEB I MAR I APR MAY JUN I JUL I AUG I SEP 33 4.3 8.7 9.0 11.1 12.5 12.9 11.2 9.1 0.11 2 0.15 3 13.1 12.6 13 13 0.22 3 0.30 4 0.36 4 0.42 4 17.7 18.4 I 22.0 25.6 18 18 22 26 0.42 5 0.36 5 0.30 4 OCT 6.8 0.22 3 20.4 17.7 18.6 16.0 20 18 19 18 0.2 0.2 0.3 0.3 0.4 0.4 0.3 JAN FEB MAR APR MAY JUN JUL 0.3 0.3 0.3 NOV I DEC 4.2 2.8 0.14 3 0.09 2 Tote I. 93.90 11.5 11.1 Min/Day 11 11 Total Min/Day 0.2 0.2 AUG SEP OCT NOV DEC IRRIGATION SCHEDULE - ESTABLISHED LANDSCAPE (TYP.) JAN FEB MAR APR 3.30 0.11 2 4.30 0.15 2 6.70 0.22 2 9.00 0.30 2 MAY 11.10 0.36 2 JUN 12.50 0.42 2 JUL 12.90 0.42 2 AUG 11.20 0.36 2 SEP 9.10 0.30 2 OCT 6.80 0.22 2 NOV 4.20 0.14 2 DEC 2.80 0.09 2 Total: 93.90 0.9 10.5 15.1 21.2 29.5 35.2 40.9 40.9 35.5 29.8 21.6 13.8 8.9 Min/Day Total Run Times 10 15 21 29 35 41 41 35 30 22 14 9 Total Min/Day TOTAL RUN TIMES (HRS). 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.6 0.5 0.4 0.2 0.1 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC NOTE: THESE SUGGESTED RUN TIMES ARE FOR REFERENCE ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO VARYING SITE CONDITIONS. CONTRACTOR SHALL ADJUST RUN TIMES AS REQUIRED TO PROVIDE APPROPRIATE WATER FOR EACH VALVE CIRCUIT. COACIIELLA VALLEY WATER DISTRICT LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT Spanish Walk- Sonrisa Model Duplex Temp Parking lot HOA Maintained Landscape Plans Tract 33837 City of Palm Desert, California Meter/Controller: 1 0/B Project ETD: 93.9 MAXIMUM APPLIED WATER ALTOWANCE: (GALLONS PER YEAR) MWA=(E1o)x(0.45)x(Total Sq. Ft.)a(_62)/(748) 93.9 x 0.45 x 3,043 x 0.62 / 748 = ESTIMATED APPLIED WATER 115E0: (GALLONS PER YEAR) 106.6 EWU=(Elolx(Plant Factorbalvdmmone So. FtW 621/(7481 litigation Fificiency Low WaterUse Shrub Planting: 93.9 x 0.2 x 1.318 x 0.62 / 748 0.9 Mod WaterUse Shrub Planting: 93.9 x 0.5 x 1,725 x 0.62 / 0.9 22.8 748 = 74.6 MAXIMUM APPLIED WATER ALLOWANCE: (in hundred cubic feet) TOTAL ESTLAIATED WATER USE: (in hundred cubic feet) CO? CCF CCF 1 06.6 CCF I 97.4 CCF I Sonrisa Models - HOA Maintained Areas POC ( Controller: ETo/Mo 10/B ETo(Day Days/Week AKc I Pr Rate IE Type Tree Bubblers 2 Shrub Inline Drip 2 0.5 I Qty. of Valves 0.5 I 0.95 Qty. of Valves 0.9 Total Run Times 0.9 Total Run Tmes IRRIGATION SCHEDULE ESTABLISHMENT PERIOD (6 months) JAN I FEB MAR I APR I MAY I JUN I JUL AUG I SEP 3.3 4.3 6.7 9.0 11.1 12.5 12.9 11.2 9.1 0.11 0.15 I 0.22 I 0.30 2 3 3 4 4.1 8 4.0 8 5.6 11 5.8 12 0.36 4 7.0 14 13.1 12.6 17.7 18.4 22.0 26 25 35 37 44 Total Valves: 4 TOTAL RUN TIMES (HRS) 0.6 Sonrisa Models - HOA Maintained Areas POC I Controller: ETo/Mo 10/B ETo/Day Days/Week Type AKc Pr Rate IE Tree Bubblers 0.4 I 3.0 0.9 2 Qty. of Valves Total Run Times Shrub Inline Drip 0.4 I 0.95 0.9 2 Qty. of Valves Total Run Times Total Valves: 4 0.6 0.8 0.8 0.42 4 8.1 16 0.42 5 6.5 13 0.36 5 5.6 11 25.6 20.4 17.7 51 41 35 0.9 0.8 JAN FEB MAR APR I MAY JUN JUL AUG SEP IRRIGATION SCHEDULE - ESTABLISHED LANDSCAPE JAN 3.30 0.11 2 3.3 7 FEB 4.30 0.15 2 MAR 6.70 0.22 2 APR 9.00 0.30 2 MAY 11.10 0.36 2 JUN 12.50 0.42 2 JUL 12.90 0.42 2 AUG 11.20 0.36 2 SEP 9.10 0.30 2 0.30 4 OCT 6.8 0.22 3 NOV 4.2 0.14 3 DEC 2.8 0.09 2 5.9 5.7 3.6 3.5 12 11 7 7 18.6 18.0 11.5 11.1 37 36 23 22 0.8 0.8 0.5 0.5 OCT NOV DEC OCT 6.80 0.22 2 NOV 4.20 0.14 2 DEC 2.80 0.09 2 4.8 6.7 9.3 11.1 13.0 12.9 11.2 9.4 6.8 4.4 2.8 10 13 19 22 26 26 22 19 14 9 6 10.5 15.1 21.2 29.5 35.2 40.9 40.9 35.5 29.8 21.6 13.8 8.9 21 30 42 59 70 82 82 71 60 43 28 18 TOTAL RUN TIMES (HRS) 0.5 WATER CONSERVATION CONCEPT STATEMENT POINT OF CONNECTION Project Site: Spanish Walk Sonrisa - Mod/Duplex pk lot Tract or Parcel it 33837 Project Location: City of Palm Desert, California Landscape Architect / Irrigation Designer / Contractor: SMP INC. Included in this project submittal package are: (Check to indicate completion) 1. Maximum Annual Applied Water Allowance: Conventional Landscape: 106.6 100 cubic feet/year + Recreational Turfgrass Landscape: 0 100 cubic feet/year (if applicable) Maximum Annual Applied Water Allowance: 106.6 100 cubic feet/year Estimated Annual Applied Water Use by Hydrozone: Turfgrass Hydrozones' 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Low Plant Hydrozones' 22.8 100 cubic feet/year Mod Plant Hydrozones: 74.6 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year Water Features: 100 cubic feet/year Other Not Applicable 100 cubic feet/year Estimated Annual Total Applied Water Use: 97.4 100 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: (Briefly describe the planning and design actions that are intended to achieve consevation and efficiency in water use.): Utilization of controller with water budgeting feature. Irrigation zones separated by plant material types. Date: Prepared by: 0.7 0.9 1.3 1.5 1.8 1.8 1.6 1.3 0.9 0.6 0.4 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC DATE CVWD PLAN # Total: 93.90 Min/Day Total MinlDay Min/Day Total MinlDay Total: 93.90 Min/Day Total Min/Day Min/Day Total Min/Day 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443.1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. ■ a G r a aka a.11<a O O T 7 W al -J U CC O 02 ZU°0 Q C V O ei% CC O C2 = Z N C Q r C•I brim usCRIPTION IRRIGATION LEGEND & CALCULATIONS DESIGNED CG DRAWN CO CHECKED MMD DATE 06 /10 /16 JOB NO 616976 CAD FRE 975_ID.dwg SHEET NUMBER I R-2 18 8 OF 15 SHEETS i, PLAN SET "E" 6-10-1 E FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "By" ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION I c3„ FINISHED GRADE IN SHRUB AREAS 4"IMIN. I I. If•-- PRESSURE SUPPLY LINE DEPTH AS PER SPECS. PVC MALE ADAPTER BRICK SUPPORTS BRASS NIPPLE LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. SECTION VIEW -N.T.S. NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. A I BALL VALVE LOW VOLTAGE WIRES, 3 MAXIMUM WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE 7OLV TUBE PRE -FILLED WITH WATERPROOF GEL OCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTION. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS NOTE: WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12 PRE -STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. F I WIRE CONNECTION SET BOX 1" ABOVE MULCH LAYER FINISH GRADE P.V.C. SCHEDULE 40 ELL END FLUSH BALL CHECK VALVE NOTE: 12" MIN. IPS FLEX HOSE EXTENSION 12" MULCH LAYER (SEE NOTE 1) PLASTIC CONTROL BOX W/BOLT DOWN LID BRICKS AT EACH CORNER OF BOX P.V.C. PIPE OR POLYTUBING AS APPLICABLE 1.2" DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS. K I DRIP FLUSH VALVE TO DRIP SYSTEM II BRICK SUPPORTS J FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. PRESSURE REGULATING WYE FILTER SECTION VIEW - N.T.S. FINISHED GRADE IN SHRUB AREAS MAINLINE NOTE: MORE INFORMATION lx_I REGARDING RCV FOUND ON PRODUCTION PLANS LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. P I REMOTE CONTROL VALVE (DRIP) II PRESSURE SUPPLY LINE TO HOUSE FRESSURE SUPPLY LINE TO IRRIGATION SYSTEM TEE FITTING INSTALLED BY PLUMBER BALL VALVE —I VALVE BOX SCH. 80 PVC NIPPLE TPY. SCH. BO PVC UNION IRRIGATION MAINLINE, SEE SPECS. PVC MALE ADAPTER TYP. PRESSURE SUPPLY LINE FROM METER PRESSURE REGULATOR (IF REQUIRED) PLAN VIEW - N.T.S. B I PRIVATE LOT POC III II1=1II "1 I1=1 I 11I I I -III -III- III —111II111111 III —III —III DIMENSION 1/2" TO 4" IN SIZE A 36" 241 4"I D' G I SLEEVE INSTALLATION 6" ROUND VALVE BOX MULCH LAYER (SEE NOTE 1) AIR/VACUUM REL'Ecl SCH. 80 NIPPLE (LENGTH AS REQUIRED) BRICK SUPPORTS (THREE) PVC PIPING AND FITTING it PAVING SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. rSET BOX 1" ABOVE MULCH LAYER 1 fit•tI.S 2 • •O FINISH GRADE NOTES: 1.2' DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS. 2. AIR VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. L I DRIP AIR/VACUUM RELIEF VALVE FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. 4" MIN. uuuunuuuueuuw LATERAL FEMALE ADAP. SCH. 80 PVC SCH. 80 NIPPLE TYP. NOTE: MORE INFORMATION REGARDING RCV FOUND ON PRODUCTION PLANS SECTION VIEW - N.T.S. I 3' Q I REMOTE CONTROL VALVE FINISHED GRADE IN SHRUB AREAS 24" WIRE LOOP VALVE ID TAG PVC S x T ELL SCH 80 PVC CONTROL VALVE SCH 40 PVC RISER BRICK SUPPORTS, 4 REQUIRED SCH 80 PVC SLIP TEE MAINLINE FITTING 3/4" CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC 48" r SECTION VIEW - N.T.S. CONTROLLER, SEE LEGEND FOR SPECIFICATION. 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS RIGID ELECTRICAL CONDUIT (1") LOW VOLTAGE WIRE IN RIGID PVC CONDUIT (3") PVC ELECTRICAL SWEEP TO EXTERIOR BUILDING WALL THROUGH J-BOX BUILDING FLOOR BY OTHERS NOTE: INSTALL ENCLOSURE AS INDICATED BY CITY STAFF & MANUFACTURER'S RECOMMENDATION. ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S RECOMMENDATION. C I CONTROLLER H 111' 1111 I I —I 1I III I :1 111 II —III —II —II—III 11J. :11III III I ; . 1 I -I 11-' C4 % i-III=1 :III-II1111111 IlII lilll Iill�llill� 111-1 = I I I DIMENSION 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE A 18" 24" B C 411 X4I 12" PIPE INSTALLATION M I OPEN FINISH GRADE CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS. lI--III—� UNDISTURBED SOIL = PRESSURE MAINLINE, SEE SPECIFICATIONS P HUNTER PCB 1/2" THREADED BUBBLER, SEE LEGEND FOR SPECIFICATION ICH 80 PVC NIPPLE, LENGTH AS REQUIRED FINISHED GRADE UNDISTURBED SOIL TRIPLE SWING JOINT ASSEMBLY SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS FOR TYPE AND DEPTH REQUIRED 1I SECTION VIEW - N.T.S. v v 'v -‘4"--s• NOTE: INSTALL BUBBLER HEADS AT EDGE OF ROOT BALL. DO NOT INSTALL BUBBLER HEAD WITHIN 24" OF CURBS, DRIVEWAYS, SIDEWALKS OR ANY OTHER AREA THAT MAY RESULT IN RUNOFF OF WATER INTO STREETS. D I TREE BUBBLER ON RISER MOUNTING BRACKET WIRELESS RAIN SENSOR ROOF LINE NOTE: MAXIMUM LINE OF SIGHT FROM RAIN SENSOR TO RECEIVER IS 500-FT. DISTANCE IS LESS IF OBSTRUCTIONS EXIST, WIRES TO / CONTROLLER NOTE: MOUNT WIRELESS RAIN SENSOR ON ROOF EAVE SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. I WEATHER SENSOR WATERPROOF CONNECTION: 10-INCH LINEAR LENGTH OF WIRE, COILED CONTROL ZONE KIT: SEE LEGEND FOR TYPE INSTALL 6-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE UV RESISTANT PVC SCH 40 PIPE (1 OF 2) FINISH GRADE/TOP OF MULCH PVC SCH 40 ELL (1 OF 2) PVC LATERAL PIPE N I DRIP ANTI -SIPHON ASSEMBLY NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/ OR USBR EASEMENTS. DATE MAINLINE, SEE LEGEND FOR TYPE. — DRIP EMITTER CONTROL VALVE ASSEMBLY, SEE LEGEND FOR TYPE. PLAN VIEW - N.T.S. E I DRIP LINE LAYOUT PLACE EMITTERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF SHRUB. ADJUST' • PER ROOTBALL SIZE . TYPICAL. PVC LATERAL LINE PIPE, SEEP SPECIFICATIONS FOR TYPE AND DEPTH REQUIREMENTS PLAN VIEW - N.T.S. DRIP LATERAL - PVC SCH 40 PIPE. SHRUB EMITTER DETAIL (TYPICAL), SEE DETAIL ON //— THIS SHEET BACKBONE LATERAL - PVC SCH 40 PIPE. FLUSH VALVE. SEE DETAIL ON THIS SHEET VOOT BALL OF SHRUB FOR SHRUBS USE ONLY: pC-XX-1032 PC MODULES SERIES (5.0, 7.0 PER OUTLET ), INSTALL WITH • MODEL PFR/FRA, m. PRE -ASSEMBLED • POLYFLEX RISER ADAPTER. FOR TREES USE ONLY: PC-24-1032, PC MODULES SERIES (24.0 GPH PER • OUTLET ), INSTALL WITH MODEL PFR/FRA, PRE -ASSEMBLED POLYFLEX RISER ADAPTER. NOTE: PROVIDE EMITTERS QUANTITIES AS INDICATED BELOW (SEE IRRIGATION MATERIAL LEGEND - SHEET L2 1) SHRUB 2 (5.0 GPH) EMITTERS, PER "LOW" WATER USE SHRUBS 2 (7.0 GPH) EMITTERS, PER "LOW - MODERATE" AND "MODERATE WATER USE SHRUBS TREE 2 ( PCB .25 GPM) BUBBLERS, PER TREE LANDSCAPE ARCHITECTS FEELS THAT BASING THE NUMBER OF EMITTERS ON PLANT SIZE AT THE TIME OF INSTALLATION ENSURES THAT THE PLANTS ROOTS WILL RECEIVE ADEQUATE WATER DURING THEIR INITIAL ESTABLISHMENT PERIOD. THE SYSTEM DESIGN ALLOWS FOR THE MAINTENANCE CONTRACTOR TO ADJUST THE NUMBER OF EMITTERS IN RESPONSE TO PLANT GROWTH RATE AND CHANGING WATER REQUIREMENTS AS THE PLANTS MATURE. J I DRIP LINE INSTALLATION 4" PC MODULES SERIES WITH PC DIFFUSER CAP EMITTER MODEL PFR/FRA, PRE -ASSEMBLED POLYFLEX RISER ADAPTER FINISHED GRADE PVC SCH 40 TEE OR ELL I�I�I PVC LATERAL LINE SECTION VIEW - N.T.S. 0 I DRIP EMITTER CVWD PLAN # 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 44341446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. Z 0 cc 6 O O • W J Q U S cc en Q E 0 z 1 W Z � _i GO avi Z C) O SHEET DESCRIPTION IRRIGATION DETAILS DESIGNED CG DRAWN CG CHECI® MMc DATE 06/10/16 JOB NO. 616976 CAD FILE 975_ID.dwg SHEET NUMBER IR-3 9 OF 15 SHEETS PLAN SET "E" 6-10-1 F� SECTION 02810 LANDSCAPE IRRIGATION PART 1 - GENERAL 1.01 Summary A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation satisfactory to the Owner. B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these specifications, and as necessary to complete the contract. 1.02 Construction Drawings A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape Architect shall have final authority for clarification. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 Quality Assurance A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all work performed under this section. B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions covering points not shown in the drawings and specifications. C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not be construed to conflict with any of the above rules and regulations of the same However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no additional cost to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California licensed contractor is recommended. 1.04 Submittals A. Materials List: 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. 2. The submittals shall include the following information: a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. b. An index sheet showing the item number (i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter Industries); the item model number (i.e. I-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts lists, exploded diagrams, price lists or other extra information. d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes shall be circled on the catalog cuts. e. Submittals for equipment indicated on the legend without manufacturer names, or "as approved", shall contain the manufacturer, Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. f. Submittal format requirements: i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No changes without City approval. 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. B. Substitutions: 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. No changes without City approval. 2. Provide a written statement indicating the reason for making the substitution. 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. 4. Provide in writing the difference in installed price if the item is accepted. 1.05 Existing Conditions A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to the irrigation system. B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange far relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his operations. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to turning off or modifying any existing irrigation system. I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. 1.06 Inspections A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work and shall provide safe access for such visits. B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. C. Automatic Control Valves. 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. 2.06 Valve Boxes C. Automatic Control Valves: A. Valve boxes shall be fabricated from a durable, weather -resistant plastic material resistant to sunlight and chemical action of soils, 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. B. The valve box cover shall be green in color (tan color in decomposed granite) and secured with a hidden latch mechanism or bolts. 2. Automatic control valves shall be electrically operated. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. 2.06 Valve Boxes D. Valve box extensions shall be by the same manufacturer as the valve box. A. Valve boxes shall be fabricated from a durable, weather -resistant plastic material resistant to sunlight and chemical action of soils. E. The plastic irrigation valve box cover shall be an overlapping type. B. The valve box cover shall be green in color (tan color in decomposed granite) and secured with a hidden latch mechanism or bolts. 2.07 Automatic Controller C. The cover and box shall be capable of sustaining a load of 1,500 pounds. A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. D. Valve box extensions shall be by the same manufacturer as the valve box. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. E. The plastic irrigation valve box cover shall be an overlapping type. 2.08 Electrical 2.07 Automatic Controller A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. A. Automatic controller shall be of the manufacturer, size and type indicated on the drawings. B. All electrical work shall conform to local codes and ordinances B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. 2.09 Low Voltage Control Wiring 2.08 Electrical A. Remote control wire shall be direct -burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings B. All electrical work shall conform to local codes and ordinances. 1.07 Storage and Handling 2.09 Low Voltage Control Wiring A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and A. Remote control wire shall be direct -burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. materials of all other trades, In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings B. Exercise care in handling, loading, unloading, and staring plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load, color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 1.08 Cleanup and Disposal A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off -site in a legal disposal area. 1.09 Completion A. At the time of the pre -maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post -maintenance period or final inspection the work will be re -inspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies. B. The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.10 Guarantee A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade for a period of one (1) year following the filing of the Notice of Completion.o B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. C. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART 2 - MATERIALS 2.01 Summary Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 Pipe A. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to ASTM D1785. B. Non -pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D1785. 2.03 Metal Pipe and Fittings A. Brass pipe shall be 85 percent red brass ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B. Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 Plastic Pipe and Fittings A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785. C, All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel -like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non -lead base Teflon paste, tape, or equal. 2.05 Valves A. Ball Valves 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. 2.10 Irrigation Heads and Drip Emitters A. Irrigation heads and drip emitters shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Irrigation heads and drip emitters shall be used as indicated on the drawings. PART 3 - EXECUTION 3.01 Site Conditions A. Inspections: 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. 2, Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. 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. 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. E. 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 at no additional expense to Owner. F. Layout: G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic -to -plastic connections shall be assembled using Teflon tape or Teflon paste. K. For plastic -to -metal connections, work the metal connections first. Use a non -hardening pipe dope an all threaded plastic -to -metal connections, except where noted otherwise. All plastic -to -metal connections shall be made with plastic female adapters. 3.05 Controller A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 3.06 Control Wiring A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. C. All connections shall be of an approved 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 change, and one of 24 inches shall be provided at each remote control valve. E A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 3.07 Valves A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 Valve Boxes A. Valve boxes shall be installed in shrub areas whenever possible. B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.09 Irrigation Heads and Drip Tubing A. Irrigation heads and drip tubing shall be installed as indicated on the drawings. 1. Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings 2. Riser nipples shall be of the same size as the riser opening in the sprinkler body. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3.10 Miscellaneous Equipment A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Install devices such as rain sensors, master valves basket strainers and flow sensors as indicated on the drawings and as recommended by the manufacturer. 3.11 Flushing the System A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Irrigation heads shall be installed after flushing the system has been completed. 3.12 Adjusting the System A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. atthepressurerecommended bythe D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate manufacturer. 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, 3.13 Testing and Observation and automatic controller. 2. Layout irrigation system 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. G. Water Supply: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner, 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3.02 Trenching A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall 3.15 Completion Cleaning be considered below subgrade. A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.14 Maintenance B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. C. Provide minimum cover of 18 inches for control wires. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. E. Provide minimum cover of 9 inches for non -pressure lines, F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.03 Backfilling A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly an both sides for the full width of the trench and the full length of the ppe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding trenches in lieu of tamping is not allowed D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.04 Piping A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings.T Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION CITY OF PALM DESERT MAINTENANCE 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow the maintenance schedule & guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current edition. REFER TO SHEET PS-1 FOR CITY OF PALM DESERT MAINTENANCE GUIDE LINES NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / OR USBR EASEMENTS. CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING, CURB, GUTTER, SIDEWALKS, PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/ OR USBR ) EASEMENTS. : ) • ) DATE • 1 CVWDPLAN# 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION a- a 4 kb g l» 0 z Q O 0 V ff Y�wZ JMWco a co _ ~ J o SHEET DESCRIPTION IRRIGATION SPECIFICATIONS D6IGN® CG DRAWN co CHECKED MMc DATE 06/10/16 JOB NO. 616976 CAD FILE 975_ID.dwg SHEET NUMBER IR-4 1 0 OF 15 SHEETS J PLAN SET "E" 6-10-16 NOTED ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24' BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH & WIDTH OF TREE / SHRUB. ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA NURSERY ISA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER. APPROVALS: THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND. MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT. MATERIAL. SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR IN COMPLIANCE WITH ORDINANCE 1881; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED COMPOST FROM COACHELLA VALLEY COMPOST FACILITY OR CAL BIOMAS COMPOST QTY. AS FOLLOWS: 1 GALLON SHRUB 5 GALLON SHRUB 15 GALLON SHRUB 24" BOX TREE 36" BOX TREE 1 SHOVEL 2 SHOVELS 3 SHOVELS 4 SHOVELS 5 SHOVELS NOTE CONTRACTOR SHALL INCLUDE 2 LOW VOLTAGE LIGHTS PER MODEL NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERTS "LOW WATER ORDINANCE' AND FOLLOW THE MAINTENANCE SCHEDULE & GUIDELINES ESTABLISHED IN THE CITY OF PALM DESERT'S ' DESERT FLORA" MAINTENANCE GUIDE, CURRENT EDITION. NOTE: NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING CURB, GUTTER, SIDEWALKS PLANTERS GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. NOTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENT OR RIGHT —OF WAYS. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA. KY DX 0- 0 0 aUJLEI C z N fV PRODU,C N TREE- INSTALL �r CR TROD .t J. PLAN PRODUCTION ELE TREE- UPSIZE TO / 36' BOX Ehhhh hhhhhho 4 FORMER MI ART PULLBOX UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (FLUSH) 17"X30" TELEPHONE BOX (FLUSH) 9"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER RED. r-:-0' FIRE HYDRANT WATER METER YARD DRAIN PRODUCTION 6' BOX GRATE / INLET ELE PRODUCTION VINES- UPSIZE ALL TO 15 GALLON cri PRODUCTION 24' BOX SEWER LINE WATER LINE BUBBLER BOX DRAIN PIPE 3 FLOW LINE E INS IA L Pc N PRODUGTIoN TREE- INSTALL° A Ad KEY MAP 10 -i..w.-- "...r111 i lis I 0771 1 • ` 4 84 8 !I ; :A 0 Mk la PE FP PI pill; 7 rgil °. : allaittill 3: 7; ilit. (4.: : -4-4.—: .78:1281000. 00,81. 8 : ..,,..isiglirlw, 1...pm L18 It in; 7 rffIniaj' 481. li 901:::fflallill 1;,17110:410111tr-k\ ‘N.• rigswillw:-Niithajle. rat k am n : : : z rotilkois Liiitglill ;Iowa 1: Willutot•i‘brrogiarript FRANK SINATRA NOT TO SCALE DATE WATER CONSERVATION CONCEPT STATEMENT POINT OF CONNECTION Project Site: Spanish Walk Sonrisa - Mod/Duplex pk lot Tract or Parcel #: 33837 Project Location: Citv of Palm Desert, California Landscape Architect / Irrigation Designer / Contractor: SMP INC. Included in this project submittal package are: (Check to indicate completion) Maximum Annual Applied Water Allowance: Conventional Landscape: 106.6 100 cubic feet/year + Recreational Tudgrass Landscape: 0 100 cubic feet/year (if applicable) Maximum Annual Applied Water Allowance: 106.6 100 cubic feet/year Estimated Annual Applied Water Use by Hydrozone: Recreational Turfgrass Landscape: 0 100 cubic feet/year Mod Plant Hydrozones: 74.6 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year Water Features: 100 cubic feet/year Other Not Applicable 100 cubic feet/year Estimated Annual Total Applied Water Use: 974 100 cubic feet/year 4. Landscape Design Plan Irrigation Design Plan 6 Grading Design Plan 7 Soil Chemical Analysis (optional) Description of Project: (Briefly describe the planning and design actions that are intended to achieve consevation and efficiency in water use.): Utilization of controller with water budgeting feature. Irrigation zones separated by plant material types. Date: Prepared by: • PUBLIC UTILITY EASEMENT RIGHT OF WAY 0' 20' 40' CVWD PLAN # 6,„ NORTH • • 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 These drawings and/or the accompanying specifications are the exclusive property of Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written Summers & Murphy, Inc. DATE REVISION in in FJ g g LIJ cc 0 co 0) z ff Ne Si di co w EDO SHEET DESCRIPTION MODEL TREE PLAN DESIGNED RH DRAWN MJ CHECKED RH DATE 06/10/16 JOB NO. 616976 CAD FILE SHEET NUMBER 11 OF 15 SHEM • NOTE ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A 'REPRESENTATIVE" PHOTOGRAPH LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER HEIGTH & WIDTH OF TREE / SHRUB ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA NURSERY ISA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS: THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH ORDINANCE 1881; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED COMPOST FROM COACHELLA VALLEY COMPOST FACILITY OR CAL BIOMAS. COMPOST QTY. AS FOLLOWS: 1 GALLON SHRUB 5 GALLON SHRUB 15 GALLON SHRUB 24" BOX TREE 36" BOX TREE 1 SHOVEL 2 SHOVELS 3 SHOVELS 4 SHOVELS 5 SHOVELS NOTE: NO CONFLICTING UTILITIES WITHIN AREA. PROJECT NOTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENT OR RIGHT —OF WAYS. WATER CONSERVATION CONCEPT STATEMENT POINT OF CONNECTION Project Site: Spanish Walk Sonrisa - Mod/Duplex pk lot Project Location: City of Palm Desert, California Landscape Architect / Irrigation Designer / Contractor: SMP INC. Included in this project submittal package are: (Check to indicate completion) Tract or Parcel it: 33837 1. Maximum Annual Applied Water Allowance: Conventional Landscape: 106.6 100 cubic feet/year + Recreational Turfgrass Landscape: 0 100 cubic feet/year (if applicable) Maximum Annual Applied Water Allowance: 106.6 100 cubic feet/year 2. Estimated Annual Applied Water Use by Hydrozone: Turfgrass Hydrozones: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Low Plant Hydrozones: 22.8 100 cubic feet/year Mod Plant Hydrozones: 74.6 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year Water Features: 100 cubic feet/year Other Not Applicable 100 cubic feet/year Estimated Annual Total Applied Water Use: 97.4 100 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: (Briefly describe the planning and design actions that are intended to achieve consevation and efficiency in water use.): Utilization of controller with water budgeting feature. Irrigation zones separated by plant material types. Date: Prepared by: • • NOTE ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERTS "LOW WATER ORDINANCE AND FOLLOW THE MAINTENANCE SCHEDULE & GUIDELINES ESTABLISHED IN THE CITY OF PALM DESERT'S ' DESERT FLORA" MAINTENANCE GUIDE, CURRENT EDITION. NOTE NO PERMANENT STRUCTURES OR TREES WITHIN CVWD AND / USBR EASEMENTS CVWD WILL NOT BE RESPONSIBLE FOR DAMAGE OR REPLACEMENT OF ANY SURFACE IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO DECORATIVE CONCRETE, LANDSCAPING CURB, GUTTER, SIDEWALKS PLANTERS, GATES AND RELATED IMPROVEMENTS INSTALLED WITHIN CVWD AND/OR USBR EASEMENTS. PRIMARY PULLBOX • • • • 5 > 12+00 ►/ FOP Mitni m, UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (FLUSH) 17"X30" TELEPHONE BOX (FLUSH) o 9"X9" CABLE TV. BOX (ABOVE GROUND) 0 IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER it YARD DRAIN GRATE / INLET PRODUCTION -SEIRUBSy,. ALL �' 1 GALLON TO 5 / 5 GALLON TO 15 J SEWER LINE SEWER LINE WATER LINE WATER LINE liu 1 1 [0 BUBBLER BOX DRAIN PIPE 3+00 FLOW LINE • C C LL C' C cc LL /T sod- 'sir q R�/C c70 '90 FRANK SINATRA NOT TO SCALE ?UBLIC UTILITY EASEMENT R.O.W. 0' DATE CVWD PLAN # KEY MAP SCALE' 1" = 20' 20' 40' 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 3473I COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.7446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION '° • «« 0 0 to 0) ILI J Cl, rz© Z N QQ 0 O LY 1 Z N O cdEScr ciNG)s 0 a W SHEET DESCRIPTION SHRUB LAYOUT /'I DESIGNED DRAWN CHECKED WP NC LLM DATE 06/10/16 JOB NO. 616976 CAD FILE SHEET NUMBER PL 2 • • 120F 15 SHEETS PLAN SET "E" 6-10-11 411 TREE AND ACCENT LEGEND SYMBOL �S(36i) l moo/ VINES SYMBOL ALL TREES TO BE LOW BRANCHING SINGLE TRUNK OR MULTI -BRANCHED AS NOTED ALL TREES TO HAVE LOWER BRANCHES IN -TACT. NO LIFTING OF CANOPY OR TOPPING OF TREES IS PERMITTED WITHIN THE CITY OF PALM DESERT DESCRIPTION SIZE COUNT REFLECTS TOTAL JOB QUANTITY QTY. C.V.W D. (w.u.c.o L.S.)— REGION 6 WATER NEED ACACIA STENOPHYLLA 36" BOX LOW BRANCH 4 LOW 0.2 SHOESTRING ACACIA CITRUS -VALENCIA ORANGE 36" BOX LOW BRANCH DWARF ORANGE FROM COACHELLA VALLEY GROWERS ONLY CHAMAEROPS HUMILIS MED FAN PALM 24" BOX MULTI -TRUNK 36" BOX MULTI -TRUNK OLEA EUROPAEA 'SWAN HILL' 36" BOX LOW BRANCH FRUITLESS OLIVE PARKINSONIA FLORIDA 36" BOX LOW BRANCH BLUE PALO VERDE 2 2 1 2 2 ** TEMPORARY MODEL TREES TO BE PLANTED IN THEIR BOXES AND TO BE RELOCATED AT MODEL BUILD -OUT. ALL VINES TO BE STAKED DESCRIPTION BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA GELSEMIUM SEMPERVIRENS CAROLINA JESSAMINE LONICERA JAPONICA 'HALLIANA' HALLS HONEYSUCKLE SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL. THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH ORDINANCE 1881; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED COMPOST FROM COACHELLA VALLEY COMPOST FACILITY OR CAL BIOMAS. COMPOST QTY. AS FOLLOWS: 1 GALLON SHRUB 5 GALLON SHRUB 15 GALLON SHRUB 24" BOX TREE 36" BOX TREE 1 SHOVEL 2 SHOVELS 3 SHOVELS 4 SHOVELS 5 SHOVELS NOTE CONTRACTOR SHALL INCLUDE 2 LOW VOLTAGE LIGHTS PER MODEL MOD 0.5 MOD 0.5 LOW 0.2 A\ COUNT REFLECTS TOTAL JOB C.V.W.D. QUANTITY (W.U.C.O.L.S )—REGION 6 SIZE QTY. WATER NEED 15 GAL. 10' 0.C. 15 GAL. 10' O.C. 15 GAL. 10' 0.C. 15 MODEL MOD 0.5 4 PRODUCTION 9 MODEL MOD 0.5 1 PRODUCTION 1 PRODUCTION MOD 0.5 NOTE* ALL PLANT MATERIAL SHALL BE APPROVED 'BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36' BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN FOR ALL TREES / SHRUBS 24" BOX AND UNDER CONTRACTOR MAY SUBMIT A 'REPRESENTATIVE' PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREING POLE, AND FRAME THE ENTIRE TREE / SHRUB SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH & WIDTH OF TREE / SHRUB. ONLY PLANTS WITH STRONG TRUNKS GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA NURSERY ISA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS: THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. SHRUBS / GROU\DCOVER LEGEND COUNT REFLECTS TOTAL JOB QUANTITY SYMBOL DESCRIPTION SIZE QTY. 0 0 0 AGAVE AMERICANA CENTURY PLANT BOUGAINVILLEA "RASPBERRY ICE" BOUGAINVILLEA CALLISTEMON VIMINALIS 'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPET NATAL PLUM DASYLIRON WHEELERI DESERT SPOON ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS 15 GAL. 6 5 GAL 6 5 GAL. 1 5 GAL. 4 15 GAL. 2 15 GAL. 13 5 GAL. 7 (8" dia min) HESPERALOE PARVIFLORA 5 GAL 9 RED YUCCA LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA LAVANDULA ANGUSTIFOLIA LAVENDER LEUCOPHYLLUM CANDIDUM SAGE NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 5 GAL. 9 5 GAL. 9 15 GAL. 5 5 GAL. 19 NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERT'S ' LOW WATER ORDINANCE' AND FOLLOW THE MAINTENANCE SCHEDULE & GUIDELINES ESTABLISHED IN THE CITY OF PALM DESERT'S ' DESERT FLORA" MAINTENANCE GUIDE, CURRENT EDITION. NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USBR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD NOTE: NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENT OR RIGHT -OF WAYS. NOTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA. DATE C.V.W.D. (W.0 C.O.L.S.)— REGION-6 SPACING WATER NEED 6' 0.C. 8' 0.C. 6' 0.C. 6' 0.C. 5' 0.C. 8' O.C. 3' 0.C. 4' 0.C. 6' 0.C. 2' 0.C. 5' 0.C. 2' 0.C. CVWD PLAN # LOW 0.2 MOD 0.5 MOD 0.5 MOD 0.5 LOW 0.2 MOD 0.5 LOW 0.2 LOW 0.2 MOD 0.5 MOD 0.5 LOW 0.2 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HICHVYAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION CJ J 102 gt 0 0 m W 1 U C) 00 1-1 cc 0 Oa ® 0 eq w 0 0o 0 zN O CC cit O2 SHEET DESCRIPTION MODEL PLANTING LEGEND DESIGNED RH DRAWN MJ CHECKED RH DATE 06 /10 /16 JOB NO. 616976 CAD FILE SHEET NUMBER PL-3 r 13 OF 15 SHEETS PLAN SET "E" 6-10-1 II Illlllll11 llIr II II-III� AI 2 X DIAMETER jI/ OF ROOT BALL I. SHRUB- REFER TO PLAN FOR TYPE $ LOCATION 2 2" LAYER OF COMPACTED DECOMPOSED GRANITE - REFER TO TREE PLANTING PLAN FOR SPECIFICATION. TOP OF ROOT GROWN TO BE AT FINAL GRADE. 3. FNA. G-AD 4. 5. PLANT PIT EXCAVATION 6. ROOTBALL 1. UNDISTURBED NATIVE SUBGRADE A ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. SI SHRUB PLANTING t ROWS-N 0 CO ROW 2 O 3 ROW I `` 0 N I. 3/8" STAINLESS STEEL EYE SCREW IN LEAD SHIELDS 2. 12 GA. GALVANIZED WIRE SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE 3. FUTURE EYE SCREWS 4. ANGLE SACK TRUNK OF VINE TO WALL AND REMOVE STAKE, SECURE TO WIRE 5. MASONRY WALL NOTE• FOR 5 GALLON VINE, INSTALL ROWS I AND 2. FOR 15 GALLON VINE, INSTALL ROWS I, 2, AND 3. THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS, NOT BUILDING WALLS. VINES AT BUILDING WALLS TO BE ATTACHED TO WOOD TRELLIS. ***ALL VINES TO BE DELIVERED STAKED*** AFTER PLANTING STAKES SHALL BE REMOVED AND ATTACHED TO WIRE AS SHOWN. 4 I VINE ATTACHMENT DATE CVWD PLAN 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 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 SERVICE DEPARTMENT PREVAILING WIND 7f.12 0I 12 4(- PLAN 2 X DIAMETER.. OF ROOT BALL • I. 'CINCH -TIE' BY V.I.T. CO. (61cI) 615-1760 TIES TO BE INSTALLED AT LOCATIONS DETERMINED TO BEST SUPPORT THE INDIVIDUAL FORM. 2 LODGEPOLE PINE STAKE x 12' LONG FOR ALL TREES. CUT-OFF EXCESS STAKE TO MINIMIZE DAMAGE TO TREE. 5. 2" COMPACTED LAYER DECOMPOSED GRANITE. REFER TO TREE PLANTING PLAN FOR SPECIFICATION. TOP OF ROOT CROWN TO BE AT FINAL GRADE 4 5 FINA GRADE 6. PLANT PIT EXECAVATION -1. ROOTBALL S. UNDISTURBED NATIVE SUBGRADE A NOTE• MN. TWO TIES (TOP $ BOTTOM) REQUIRED. WRAP STAKE TO FORM FIGURE EIGHT. NAIL IN/ (I) ALV. NAIL THROUGH EACH TIE INTO POLE. ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. TR E S AKINS -III- III� IIIIIIIIII j( 2 X DIAMETER OF ROOT BALL NOTES: ALL PALM TREES ARE TO BE BARE ROOT" AND MEET THE MINIMUM BROWN TRUNK SPECIFICATION A5 INDICATED ON PLAN. I. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- REFER TO TREE PLAN FOR SPECIFICATION 2. TOP OF ROOTBALL TO BE AT SAME ELEVATION AS DUG FROM FIELD. 3. ROOT BALL 4. FINAL GRADE 5. NATIVE SAND BACKFILL 6. UNDESTURBED NATIVE SUBGRADE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. 2 I PALM FlANTINS SOIL ?AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH ORDINANCE 1881; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED COMPOST FORM COACHELLA VALLEY COMPOST FACILITY OR CAL STOMAS. COMPOST QTY. AS FOLLOWS: I GALLON SHRUB 5 GALLON SHRUB 15 GALLON SHRUB 24" BOX TREE 36" BOX TREE NOTE I SHOVEL 2 SHOVELS 3 SHOVELS 4 SHOVELS 5 SHOVELS NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD. NOTE, ALL DESERT TREES AND SHRUBS TO HAVE NATIVE SITE SOIL FOR BACKFILL PLANTING ONLY SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAl1FORNIA 92629 (949) 443-1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. 0 0 4«« SHEET DESCRIPTION PLANTING DETAILS DESIGNED RH DRAWN CHECKED DATE 06/10/16 JOB NO. 616g76 CAD FILE SHEET NUMBER MJ RH PD-1 14 OF IS SHEETS PLAN SET "E" 6-10-16 II. GENERAL NOTES GENERAL MAINTENANCE REQUIREMENTS I. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow the maintenance schedule 4 guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current edition; and the CVWD landscape / Irrigation maintenance requirements and standards. All tree and plant pruning shall be performed by a licensed arborist and a C21 licensed landscape contractor and meet ANSI A500 practices. On going maintenance after turnover to the homeowners association or an individual homeowner shall meet the following minimum requirements. WEEKLY BASIS: I) Irrigation system shall be visually Inspected while routine weekly maintenance is being performed. Contractor shall look for and repair broken nozzles, drip emitters, leaking valves and broken lateral lines. Repairs shall be made immediately with exact replacement parts. 2) Lawns to be mowed 3) Trees and shrubs obstructing views, sidewalks or brushing against buildings shall be pruned. 4) All landscape areas shall be reviewed for fungus and pest infestations. contractor shall treat accordingly 5) Decomposed granite shall be raked , compacted and maintained in a neat condition. 6) Dead leaf debris and spent blooms to be removed from plants and planting beds. 1) Dead / dying plants shall be identified and a determination made if the plants) need specialized corrective care or replacement. Those plants that require supplemental care or watering shall receive the necessary corrective action at the time Intervention is deemed necessary. Plants that are dead shall be removed and replaced with a "like" plant unless the contractor determines the plant should be replaced with a different specie or not replaced at all. Corrective action / replacement recommendation shall be reviewed and approved by the Association property manager or the home owner prior to execution. At no time should any plant or tree that is identified as a potential danger to persons or property be left in place. Corrective action for damaged plants that can be of a hazard shall be corrected, removed or replaced at the moment the hazard is identified. MONTHLY BASIS: This work Is to be performed in addition to weekly maintenance. I) Contractor shall run each irrigation valve to check for proper irrigation coverage and system operation. leaky valves, broken heads, nozzles and pipes shall be corrected immediately with "like" replacement parts. 2) Contractor shall review watering times and make necessary adjustment to insure areas are not being over or under watered. 3) Spray planting beds for weeds such as Nutsedge, Bermuda, Milkweed and Bindweed. QUARTERLY BASIS: This work is to be performed in addition to weekly and monthly maintenance. I) Contractor shall conduct a detailed project walk. A written summary shall be prepared and submitted to the Association manager or homeowner. The summary shall be specific and identify/ make recommendations for items that need corrective action above and beyond the specified monthly and weekly maintenance. The summary shall include recommendations for pest control, fertilizing, mulching, overseeding, equipment replacements, as well as plant specific issues and concerns . The summary shall list recommendations / options and identify when such corrective actions need to take place. BIANNUAL BASIS: This work is to be performed in addition to weekly monthly and quarterly maintenance. I) The contractor, property manager or homeowner shall walk the property. Issues related to continual problems such as pests, plants dying, maintenance challenges, equipment problems in addition to specific problem trees or plants shall be reviewed and correction actions taken. 2) All trees to be reviewed and evaluated. Trees / plants that are of problematic form, size, shape or have foreseen rooting or breakage concerns shall be identified and corrective action plan is to be established. This plan shall include recommendations of removal with replacement of like specie, removal and replacement with different specie or removal without replacement. ANNUAL BASIS. This work is to be performed In addition to weekly, monthly, quarterly and biannual maintenance. I) Property Manager and contractor shall meet on site with association board members to review, discuss and modify these minimal continuing maintenance guidelines and requirements. These guidelines shall be considered as minimum requirements. The parties may agree to strengthen these requirements but shall not lessen any of these maintenance requirements. I. GENERAL SITE PLANNING AT THE CONCLUSION OF ROUGH 'GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE SPECIALIST. B. C. A. Weed Control for planting Areas (Except Slopes) I. Remove all existing weeds from site. 2 Install irrigation. 5. A State of California Licensed pest control applicator shall apply systemic weed killer to all proposed planting areas per manufacturer's specifications. Soil Preparation $ Finish Grading I. Rough grade. Site to be received by Landscape Contractor to within 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. 2. Finish grade: Finish grading to consist of grading, raking and hand work necessary to achieve desired contour and flow line patterns, based upon GivIl Engineer's plans, resulting in evenly finished surfaces free of debris and litter. 5. Shape mounds as shown on the tree planting plans. Contractor to Import soil necessary to attain design grades and berms. All import soil shall be free of weeds, debris, and shall be similar to existing site soils in texture, type and chemical analysis. Finish grading shall be free of depressions or high spots, to provide smooth and even surfaces for proper drainage. Final grade shall be I" below walk/top of curb. Remove from the site all stones over 2" in size. 4. Top dress all shrub areas with a final 2" layer of compacted decomposed granite. Refer to the Tree Planting Plans" for material specification. Planting Plant trees, vines and shrubs as called for where Indicated on Planting Plans and as detailed on Planting Detail sheet. Plant substitutions are not permitted. Any modification or substitution to these plans shall be approved by the City of Palm Desert prior to execution. Stake only those trees needed as detailed on Planting Detail Sheet. D. Plant Purchases ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED SY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS: THE CITY OF PALM DESERT LANDSCAPE INSPECTOR RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. E Plant Deliveries The contractor shall coordinate plant deliveries with the Landscape Architect. The contractor shall provide minimum 12 hour advance notice of plant deliveries permitting Landscape Architect ample time to also notify the City of Palm Desert landscape inspector of plant delivery dates and times. 2. The landscape contractor is obligated to insure plants loaded on delivery trucks prior to site delivery are those plants previously approved by the Landscape Architect and the City of Palm Desert Landscape Inspector. 3. Any plants that are not those previously approved, or those that do not meet the minimum specifications established though the photograph and specification submittal process shall not be loaded and delivered to the job site. 4. Any plants damaged during loading transportation or off loading shall be replaced. Damage is defined and may include but is not limited to trunk scaring, broken limbs, defoliation and wind burn. The Landscape Architect and the City of Palm Desert Landscape inspector reserve the right to reject any ff all plant material. F. Plant Storage I. Prior to plant deliveries, the contractor shall establish a staging area where deliveries are to be received. This staging area shall be adjacent to the installation area however away from heavy construction and equipment that may cause damage. 2. The contractor shall provide manpower as needed to adequately maintain plants located in the staging area. This includes but is not limited to hand watering, protection from wind or other damage and theft. A. B. Clean -Up I. After all installation operations have been completed, remove all rubbish, excess soil, empty plant containers and trash from the site daily. All scars, ruts or other marks In the area caused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in broom -clean condition at the end of each working day. Sweep all paved areas, including walks and patios, upon completion of all work. Maintenance I. The Contractor shall maintain during installation a sufficient number of workers and adequate equipment to perform the work herein specified. all maintenance work shall meet or exceed the the City of Palm Desert's "Low water ordinance"; and follow the maintenance schedule $ guidelines established In the City of Palm Desert's "Desert Flora' Maintenance Guide, current edition. 2. After all work has been completed, inspected and accepted, all areas will be maintained for a period of ninety (q0) calendar days or as long as is necessary to establish thriving trees, vines S shrubs. 3. Keep all areas weed -free, adequately watered, and neat for the ninety (q0) day period Remove all debris from site and keep the entire site broom -clean. 4. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted Exterminate gophers, moles and repair damage. Decomposed granite shall be replaced as needed. 5. The project shall be so cared for that a neat, clean condition will be presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. 6. The Contractor shall request a final site visit seven (1) days prior to the end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any further maintenance. C. Guarantee All plant installations shall be guaranteed to live and grow to a period of ninety (q0) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. D. Observation I. Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the observation is requested. 2. Observation visits are suggested for the following parts of the work: a. b. Upon completion of grading and soil conditioning prior to planting. When trees are spotted for planting, but before planting holes are excavated. c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. E. Verification of Dimensions I. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual conditions. No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect F. Utilities I. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be taken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. CONTRACTOR QUALIFICATION NOTE: ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-27 ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-S ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2c1 DATE CVWD PLAN # 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 imgation 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 USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 7-31-16 Renewal Date 04-26-IS These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. Z 0 ce 1.61 0 ««a O • 2 Z V co O1 cc G cc O«N =0�i 2 — a d N V v CO Q Z 0 y I ism 0 a c A SHEET DESCRIPTION PLANTING SPECIFICATIONS DESIGNED DRAWN CHECKED DATE O6/10/16 JOB NO. 616q-16 CAD FILE SHEET NUMBER RH MJ RH Ps 1 FLANTINSF CI I CATI ONS Ib OF 15 SHEETS PLAN SET "E" 6-10-16 REVISIONS SPAN SH WALK - SONR SA TRACT #33837 CITY OF PALM DESERT, CALIFORNIA MODELS LANDSCAPE PLANS AGENCY APPROVALS CERTIFICATE OF PROJECT COMPLETION Project Name: Project Location: Maximum Water Allowance: (In hundred cubic feet) Estimated Total Annual Water Use: Parcel Map or Tract No.: (FORM TO BE COMPLETED AND TURNED IN AT FINAL 1NALK) (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 1. Grading design plan 2. Landscape design plan 3. Irrigation design plan 4. Irrigation schedules Post installation Inspection: (initials indicate completion) A. Plants installed as specified B. Irrigation systems installed as designed Comments: A copy of this certification has been provided to Owner/Developer and District Comments: It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect Signature Date License No. WATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE REQUIREMENTS. REFER TO SHEET IP-I THRU IP-6 FOR THE G V W D WATER CONSERVATION CONCEPT STATEMENT CITY OF PALM DESERT LANDSCAPE INSPECTION SCHEDULE I) SLEEVIN& / GRADING e. Sleeve diameter, type depth and location b. Soil surface drainage, elevations and trash (including weeds d rubble) 2) HARDSCAPE/BOULDERS-COBBLE a. Sidewalk and wall layout b. Utilities location c. Boulder type, size, weight and placement 5) IRRIGATION SYSTEM ROUGH -IN a. Trench depth b. Pipe size and class M. Pressure test (125 psi for 6 hours) 4) PLANT MATERIAL (trees 4 shrubs) a. Condition b. Type c. Placement 5) &ROUND COVER (Decomposed granite) a. Type b. Depth and spacing c. Compaction 6) FINAL a. Irrigation * Valves, boxes and wiring * Controller operation and site specific yearly irrigation schedule (required by City of Palm Desert Water Efficient Landscape Ordinance) * Sprinkler, bubbler and / or drip emitter type, flaw rate and quantity per plant. * Overall operation * As built P. Tree staking C. Overall ** NOTE** SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE -INSPECTIONS. CONSTRUCTION NOTES AND LEGEND NOTES I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS A5 SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN 2. ALL WORK SHALL BE PERFORMED BY A C-21 CALIFORNIA LICENSED CONTRACTOR. 5. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE COUNTY AND LOCAL CODES, ORDINANCES AND UP TO GAL -OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 AT THE CONTRACTOR'S RISK AND EXPENSE. LEGEND N FF GF PE TW TF BW TS BS CB FG FS HP LP FL OC CB TR INV BB d-b 1096 4.1 R PB O 0 (C TTh e DIAMETER FINISH FLOOR ELEVATION GARAGE FLOOR ELEVATION PAD ELEVATION TOP OF WALL TOP OF FOOTING ELEVATION BOTTOM OF WALL_ TOP OF STEP BOTTOM OF STEP CATCH BASIN FINISH GRADE FINISH SURFACE HIGH POINT LOW POINT FLOW LINE ON CENTER CATCH BASIN TOP OF GRATE ELEVATION INVERT ELEVATION BOND BEAM ELEVATION (55.60) 55.60 HT BGR EGR TG BG EJ SJ SC R WAD HDR LA MIN MAX MJ TIP PA NTS ALIGN GRADIENT IN PERCENTAGE RATIO: 4' HORIZONTAL DISTANCE PER RIDGE GRADE BREAK DIRECTION OF FLOW DRAINAGE PIPE ATRIUM DRAIN DECK DRAIN TURF DRAIN PROPOSED CONTOUR EXISTING CONTOUR BERM - BUILT-UP LANDSCAPE GRADE DETAIL REFERENCE SHEET LOCATION SECTION REFERENCE SHEET LOCATION EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION HEIGHT BEGINNING OF CURB RADIUS END OF CURB RADIUS TOP OF CURB BOTTOM OF CURB EXPANSION JOINT SCORE JOINT SAW CUT RADIUS REDWOOD HEADER LANDSCAPE ARCHITECT MINIMUM MAXIMUM MASTIC JOINT TYPICAL PLANTING AREA NOT TO SCALE I' OF VERTICAL HEIGHT DINAH SHORE DRIVE Li tY RANCHO MIRAGE • • • I FRANK SINATRA VICINITY MAP AVENUE 35 GERALD w Z UU PALM o 0 a 7. SITE 7 FAT), DESERT DRIVE VICINITY MAP N.T.S. LOCATION MAP • SUGT FTA 1C/A>:°6%, As/a IbCBja Wi ..y 'I l� • Iw 31J. l_w�LJm,1 'i S .eeou.l 7 FRANK SINATRA PROJECT LOCATION rw v i 0 U KEY MAP NOT TO SCALE CITY APPROVAL NOTES NOTE• ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION NOTE: ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENT'S JURISDICTION. REV. SHT. DESCRIPTION A n A A A A A A A A SUBMITTED FOR APPROVAL APPROVED RELEASED FOR BID CONSTRUCTION SET ISSUED DATE DATE DATE DATE CONSULTANTS LANDSCAPE ARCHITECT SUMMERS / MURPHY PARTNERS, INC. 54111 PACIFIC COAST HIGHWAY DANA POINT CALIFORNIA NASNN PHONE (114) 642 4411 CONTACT JOE LASCOLA CIVIL ENGINEER PANGAEA LAND CONSULTANTS.INC 2554 LA MIRADA, SUITE H VISTA CALIFORNIA 12051 PHONE: ("760) 126-4252 FAX: (160) 12/-1405 CONTACT CHUCK GLASS DATE IRRIGATION DATE BY SUMMERS / MURPHY PARTNERS, No 54111 PACIFIC COAST HIGHWAY DANA POINT CALIFORNIA 12621 PHONE (114) 642-44-11 CONTACT• JOE LASCOLA ARCHITECT ROBERT HIDEY ARCHITECTS, INC 1555 IRVINE COURT DRIVE #200 IRVINE, CALIFORNIA 12615 PHONE: (1AN) 655-1550 CONTACT•MARGARET SIGKA SHEET INDEX SHEET NO. SHEET DESCRIPTION T-1 CL-1 CD-1 CD-2 CD-3 CS-1 IR-1 IR-2 IR-3 IR 4 P L-1 P L-2 P A3 P D-1 PS-1 TITLE SHEET CONSTRUCTION LAYOUT CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION DETAILS CONSTRUCTION SPECIFICATIONS IRRIGATION PLAN IRRIGATION LEGEND, CALLS AND NOTES IRRIGATION DETAILS IRRIGATION SPECIFICATIONS MODEL TREE PLANTING PLAN MODEL SHRUB PLANTING PLAN MODEL PLANTING LEGEND PLANTING DETAILS PLANTING SPECIFICATIONS Landscape Plan Final City of Palm ese W, Dept Date: 9-01 aor Reviewed By: Approved By: AA CVWD PLAN F iy up YALIVI.DESERT •DMMUNITV DEVELOPMENT rBBTMBD BY: ]C.0 RES.NOi�svAFFLETTER R.0 RES O ARCACTION FORM t. Z2 i% '-semsUCrION SHALL COMMENCE WITH It Im These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local governing agency (City or County). "Approval of this drawing by CV W D staff does not constitute approval to encroach into district and USER Rights -of -Way. Trees, plants, walls, and permanent structure of any kind may not be planted or installed in CV WD and USBR easements or right-of-way without first obtaining an encroachment permit from C V W D. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT r_ PLAN SET 'A' SMP PLAN CONTROL DATED: 2-18-16 WP NC LLM SUMMERS/MURPHY c PARTNERS, INC LANDSCAPE ARCHRECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 7-31-16 Renewal Date 02-18-I6 TWA Date _AT OF -CAT?. These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION d Z O <<<< O CC ZU�° =<Zn N IXccooests le 0NUSP. 4c co -* S5 r 2a Z co 55 C� ' E-1 co Lid W COcc =SaG no ZVO. O 5 00 SHEET DESCRIPTION TITLE S HEET DESIGNED DRAWN CHECKED DAIS 02/I5/I6 JOB NO. 616116 CAD HU SHEET NUMBER 1 OF 15 SHEETS PLAN SET "A" 2-18-16 FINISH SCHEDULE CONTRACTOR NOTE: ALL HARDSCAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DESIGNS WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT'S REVIEW $ APPROVAL SITE IMPROVEMENTS SYMBOL DESCRIPTION (COLOR / FINISH / SPECIFICATION/ DETAIL SITE 5-I VINYL TRAP FENCE COLOR: PER OWNER 5-2 VINYL TRAP GATE COLOR: TAN 5 3 SCREEN FENCE COLOR: TAN 5-4 TEMPORARY CONCRETE SIDEWALK I CD-2 (TO MATCH PRODUCTION) S-5 HC STRIPING 5-6 PROPERTY WALL (SEE SEPARATE PRODUCTION PLANS) 5-i CITY SIDEWALK (SEE SEPARATE CIVIL PLANS) 5-b ENHANCED PAVING AT SALES OFFICE ENTRY INTERLOCKING PAVERS WITH CONCRETE BAND COLOR: NATURAL / SAND FINISH PAVERS: XXXXXX AVAIL: XXXXXXXX 5-451 DECORATIVE POTS (BY OWNER/INTERIOR DESIGNER) 5-IO LANDSCAPE BOULDERS (SEE SEPARATE PRODUCTION PLANS) 5-11 DRY STREAM BED (SEE SEPARATE PRODUCTION PLANS) 5-12 HANDICAP SIGNAGE II CD-2 PLAN I, UNIT 122 I -I NATURAL COLOR CONCRETE WITH TWO FINISHES I CD —I A. RETARDANT FINISH B. SMOOTH FINISH 1-2 PREFABRICATED S8G ISLAND 6 CD -I WITH STUCCO VENEER AND TILE COUNTER MFG: ELDORADO STONE (Eldoradooutdoor.com) 56" CABINET (OPEN), 36" CABINET AND 12 CABINET (SOLID) STUCCO: MATCH HOUSE BASE FINISH: MANZANITA CLIFF STONE COUNTER TILE: XXXXX GRILL: 30" 155G30-50R-N (PCS) dcsapplionces.com 55 ACCESS DOORS: ADR2-30 AVAIL: DC5 (dcsappllances.com) 1-3 DECOMPOSED GRANITE 3 CD -I COLOR: XXXX 1-4 TABLE (BY INTERIOR DESIGNER) PLAN 3, LOT 101 2-1 CONCRETE W/ PEBBLE JOINTS 5 CP-I CONCRETE: NATURAL WITH SAND FINISH PEBBLE: SONORA SHINE i" - I" SUPPLIER: SOUTH WEST BOULDER 2-2 CONCRETE PORCH AND WALK 3 CD -I CONCRETE: NATURAL WITH BROOM FINISH 2-3 CONCRETE CANTILEVERED STEP (AS NEEDED) 3 CP-I CONCRETE: NATURAL WITH BROOM FINISH 2-4 PREFABRICATED FIRE PIT 2 CP-3 MODEL. 56" IXTAPA NATURAL GAS RECTANGLE FIRE TABLE COLOR: LIMESTONE AVAIL. RESTORATION HARDWARE (restoroblonhardware.com) INSTALL PER MANUFACTURER'S RECOMMENDATIONS 2 5 HOOD OVERHEAD 3 CD-3 COLOR: NATURAL STAIN OR PAINT TO MATCH EAVES 2-6 TABLE Of INTERIOR DESIGNER) 2-1 COUCH (BY INTERIOR DESIGNER) wp 3 / S-2 2-6 A 61 El !IF CONSTRUCTION NOTES' I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. 2 CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF MODIFICATIONS ARE NECESSARY'. 3. PAVINe CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL. SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. 4. VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING, BASE MATERIALS, PRESATURATION, ETC., FOR WALKS, PATIOS, FOOTINGS, ETC. 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE PAVINe ABUTS EXISTING SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS I6'-O" O.G. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. b. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND A5 NECESSARY TO MINIMIZE AND CONTROL CRACKING OF CONCRETE PAVING. '1. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES. S. ALL PRODUCTION WALKS, STOOPS AND DRIVEWAYS ARE TO RECEIVE A MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. q. FINISH SURFACE OF CONCRETE TO BE 1/2" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRAPES IF NECESSARY TO ACHIEVE THIS. 10. STEP TREADS TO 135 12" WIDE (TYPICAL). STEPS GROUPED TWO OR MORE TOGETHER ARE TO RECEIVE HANDRAILS. II. ALL HORIZONTAL CONTROL FOR HALLS OR FENCES BY OTHERS. REFER TO CIVIL ENGINEER'S PLANS. 12 SLEEVE ALL UNDERGROUND HIRE FOR LOW VOLTAGE LIGHTING. 15. FOR GRADING AND DRAINAGE INFORMATION REFER TO CIVIL ENGINEER'S PLANS. UNI SALES PLAP 0 0 ocr <0 122 FFI CE 1CF: N VILLA AD=160..) FF=16117 UNIT 123 PLAN 4 ITALIAN VILLA PAD=160.S FF=161.17 1 2+10 I� � I J i te 4' / PA PA J IV 0 /"/ w CPI PA 19' WATER LINE FORM -R PRINIARY EMI G UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX 11"X30" ELECTRICAL BOX (FLUSH) I1"X30" TELEPHONE BOX (FLUSH) q"Xcl" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER PED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET PA L ® BUBBLER BOX DRAIN PIPE LJ C�> FLOW LINE C Ci d C C 4 — a- - - TV 9Pr �- leg r1s �nr� '� N FRANK SINATRA NOT TO SCALE NOTE: KEY MAP ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENT'S .JURISDICTION. PRECISE GRADING PLAN NOTE THE PRECISE GRADING PLANS PREPARED BY PANGEA AND APPROVED BY THE CITY OF PALM DESERT SHALL BE ISSUED TO ALL BIDDERS AND INSTALLING GONTRACTOR(5). THE PRECISE GRADING PLAN 15 AN INTEGRAL FART OF THESE LANDSCAPE PLANS, AND INDICATES ALL NECESSARY FINISH SURFACE / FINISH GRADE ELEVATIONS, DRAIN HEAD AND DRAIN LINE LOCATIONS. ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN ON THE APPROVED PRECISE GRADING PLAN. NOTE: FOR ALL FENCE AND WALLS, REFER TO FENCE AND WALL PLAN PREPARED BY SUMMERS/MURPHY 4 PARTNERS INC. SCALE: I" = 20' O' 20' DATE CVWD PLAN 4 „ 60NORTH 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 be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encioachnent permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. • z 0 h ce 0 O a ««« - SONRISA O 9. <_ zz LLD- Cd FVU ¢p JCO W ul zQo2*1.102 SHEEP ut Uur i TUN CONSTRUCTION LAYOUT DESIGNED RH DRAWN MJ CHECKED RH DATE 02/18/16 JOB NO. CAD FILE SHEET NUMBER hie is CL-1 2 OF 15 SHEETS J . ■ PLAN SET "A" 2-18-1( ED III-III-III-III„111=I I ;III 1 8' VERIFY IN FIELD S ECTION VIEW S CALE: 3/8" = 1'-0" 3 I WOOD SCREEN FENCE 1/2" RADIUS BLUE REFLECTOR! ZED SIGN — CONSTRUCTED OF PORCELAIN STEEL WITH BEADED TEXT OR EQUAL WHITE "MINIMUM FINE $250 8" x NO" x IS GA. REFLECTIVE PORCELAIN ENAMEL SIGNAGE STATING 'VAN ACCESSIBLE (TYP. ® VAN ACCESS STALL) STATEMENT REQUIRED BY SECTION 112115.5 MAY BE COMBINED WITH THIS SIGN 2" DIAMETER GALVANIZED PIPE SET IN CONCRETE 15" BELOW GRADE LEGEND 1. 2x6 TOP RAIL 2. 1" SQ. WOOD FRAME ALL AROUND - BOTH FRONT AND BACK 3. % x 2 LATTICE @ 4" O.C. 4. 4x4 POST 5. 2x4 BOTTOM RAIL 6. FINISH GRADE 7. 12" DIA. x 24" DEEP CONCRETE FOOTING 8. COMPACTED SUBGRADE - REFER TO SOILS REPORT FOR REQUIREMENTS 9. AGGREGATE SUB -BASE MATERIAL - REFER TO SOILS REPORT FOR DEPTH REQUIREMENTS NOTES ALL LUMBER SHALL BE SAW SIZED DOUGLAS FIR PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE -PROOF PRIMER AND (2) TWO COATS ENAMEL (COLOR BY OWNER). ALL CONNECTORS, FASTENERS ANC OTHER HARDWARD SHALL BE HOT DIPPED GALVANIZED • 80" MIN. HEIGHT FOR FREE STANDING SS" MIN. HEIGHT FOR WALL MOUNTED TO TOP OF WALKINS SURFACE NOTE: AREA OF SIGN TO BE MINIMUM OF 10 SQUARE INCHES. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE. '70 SQUARE INCHES WHITE DARK BLUE BACKGROUND 80 OR 36 WHEN INSTAL-ED ON WALL S6" MIN. MAX.. \12 FENCE ELEVATION SCALE: 1/2" = 1'-0" • 4' OPEN DOUBLE GATES ELEVATION SCALE: 1/2" = 1'-0" 8 O PEN O PEN O PEN 4' O PEN O PEN III -III -III -III_ I - —III II III-III=1 I -III- 1-1 IiI IiI III ITI—III IHEL- :=-1:11=111 I -I I - LEGEND 1. FINISH GRADE 2. POST CAP 3. 5"X5' POST 4. (3) 2"X6' RIBBED RAILS 5. HEAVY DUTY HINGES SELF -CLOSING AND SELF -LATCHING 6. CANE BOLT 7. 8"X24" DOMED CONCRETE FOOTING 8. TRUS ROD FOR SUPPORT 9. LOCKABLE GATE LATCH AVAIL. FENCWORKS INC. 1-800-350-5620 1 I VINYL TRAP FENCE DOUBLE GATES ELEVATION SCALE: 1/2" = 1'-0" LEGEND 1. FINISH GRADE 2. POST CAP 3. 5"X5' POST 4. (3) 2"X6' RIBBED RAILS 5. HEAVY DUTY HINGES SELF -CLOSING AND SELF -LATCHING 6. TRUS ROD FOR SUPPORT 7. 8"X24" DOMED CONCRETE FOOTING 8. LOCKABLE GATE LATCH AVAIL. FENCWORKS INC. 1-800-350-5620 SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 4431446 FAX (949) 443-1631 7-31-16 Renewal Date 02-lb-Ib �F Date , Pi OF CALIF These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or port, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. • DATE REVISION ««« LSI 5 a SHEET co Q 0 co DESCRIPTION CONSTRUCTION DETAILS DESIGNED LL DRAWN CN CHECKED LL DATE 02/IS/I6 JOB NO. CAD FILE SHEET NUMBER 616/16 INTERNATIONAL SYMBOL OF ACCESSIBILITY 4 I HANDICAP ACCESSIBLE PARKING SIGNAGE 2 I VINYL TRAP GATE CD-1 3 OF 15 SHEETS - PLAN SET "A" 2-1 S-1 i SECTION VIEW SCALE: 1-1/2" = 1'-0" LEGEND REFER TO PLAN 1. FINISH GRADE - PLANTING AREA 2. 4" DEPTH; DECOMPOSED GRANITE W/ BINDER - REFER TO FINISH SCHEDULE 3. COMPACTED SUBGRADE - REFER TO SOILS REPORT 4. PLASTIC HEADER (AS NEEDED) 4 I DECOMPOSED GRANITE SECTION VIEW SCALE: " = 1' 0" LEGEND 1. STEEL NOSE BAR 2. EXPANSION JOINT TYP. 3. REFER TO GRADING PLAN FOR NUMBER OF RISERS 4. ADJACENT CONCRETE PAVING 5. CONCRETE STEPS - REFER TO FINISH SCHEDULE 6. %" RADIUS ON NOSE OF TREADS 7. SUB -BASE MATERIAL - REFER TO SOILS REPORT 8. COMPACTED SUB -GRADE 5 I CONCRETE STEPS NOTE: • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE, REINFORCING STEEL, COMPACTED SUBGRADE, AND SUB -BASE MATERIAL. • REFER TO CIVIL ENGINEER'S PLAN FOR NUMBER OF STEPS; TO SUPERSEDE LANDSCAPE ARCHITECT'S LAYOUT PLAN. SECTION VIEW SCALE: 1" = 1'-0" 1 I CONCRETE PAVING SECTION VIEW 1'=1' 0" NOTE: • APPLY 1/2" DEEP JOINT SEALANT (CAULKING) INTO GROOVE. SAND IN WITH #60 SILICA SAND. MATCH COLOR OF PAVING. • EXPANSION JOINTS IN WALKS TO OCCUR AT CHANGE IN DIRECTION AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR CURBS. EXPANSION JOINTS IN WALKS RECOMMENDED SPACING IS 16' O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY PROJECT SOILS ENGINEER. • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE AND REINFORCING STEEL SIZE. 2 I CONCRETE JOINT 0 REFER TO LAYOUT PLAN S ECTION VIEW S CALE: 1" = 1'-0" LEGEND 1. FINISH GRADE 2, 1/4 RADIUS ALL EDGES 3. CONCRETE PAVING REFER TO FINISH SCHEDULE, SHEET L-2 4. 3/4' DEEP X 3/8" WIDE (MAX.) TOOLED SCORE JOINT W/ 1/4" RADIUS EDGES WHERE OCCURS. REFER TO CONSTRUCTION PLAN. 5. EXPANSION JOINT - REFER TO DETAIL 3, THIS SHEET LEGEND 1. POLYSTYRENE JOINT CAP OVER EXPANSION BOARD REMOVE TOP OF JOINT CAP PRIOR TO CAULKING. (SEE NOTE) 2. 3/8" WIDE FULL DEPTH ASPHALT SATURATED FIBER EXPANSION BOARD 3. 1/4" RADIUS - ALL EDGES 4. CONCRETE PAVING - REFER TO FINISH SCHEDULE LEGEND 6. SUB -BASE MATERIAL REFER TO SOILS REPORT 7. COMPACTED SUBGRADE 8. 1" MINIMUM, 2" AT TURF AREAS NOTE: • REFER TO SOILS ENGINEER'S REPORT FOR MIN. THICKNESS OF CONCRETE AND SIZE OF REINFORCING STEEL. 5. 3/4" DEEP X 3/8" WIDE (MAX.) TOOLED SCORE JOINT WITH 1/4" RADIUS EDGES WHERE OCCURS - REFER TO CONSTRUCTION PLAN 6. COMPACTED SUBGRADE REFER TO SOILS REPORT 7. AGGREGATE BASE - REFER TO SOILS REPORT 1. CONCRETE PAVING - REFER TO FINISH SCHEDULE 2. %4" RADIUS ALL EDGES 3. DECORATIVE PEBBLES - REFER TO FINISH SCHEDULE 4. FINISH GRADE 5. SUB -BASE MATERIAL - REFER TO SOILS REPORT 6. COMPACTED SUBGRADE - REFER TO SOILS REPORT NOTE. REFER TO SOILS ENGINEER'S REPORT FOR MIN. THICKNESS OF CONCRETE AND SIZE OF REINFORCING STEEL. SUMMERS/MURPHY & PARTNERS, INC LAN SCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443E1446 FAX (949) 4431631 w a° NNDSCApe, F� Murphy, t 7-31-16 * Renewal Dale 02-IS-IS `PJ,9 lt. Dale �P c OF CALIfO� These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION Q««< W O O a Z 0 cc 2 cd d Q <0 z C LLa Z w Cl) on ' W 0 <Wog r*Ia gc z Z C.) 0Hva SHEET DESCRIPTION CONSTRUCTION DETAILS DESIGNED LL DRAWN CN CHECKED LL DATE 02/15/16 JOB NO. 616g76 CAD ROE SHEET NUMBER 3 I PAVING WITH PEBBLE JOINTS CD -2 4 OF 15 SHEETS PLAN SET ' A" 2-18-16 • INSET 'A' SCALE: 1" = 1'-0" SECTION VIEW SCALE: 3/8 = 1'-0" • PLAN VIEW SCALE: 3/8" = 1-0" ito +/- 20' O.C. 6 /- 20" O.C. 9'-6" LEGEND 4x12 WOOD BEAM 2. 2x8 WOOD RAFTER; CUT TAILS AS SHOWN - REFER TO INSET'A' 3. 2X12 LEDGER ATTACHED TO HOUSE 4. FINISH SURFACE - ADJACENT PAVING; SEE DETAIL X, CD-X 5. HOUSE 6. PREFAB FIRE PIT - REFER TO DETAIL 2, THIS SHEET 7. COUCH - BY INTERIOR DESIGNER 8. PROPERTY WALL NOTES: • REFER TO STRUCTURAL ENGINEER'S DETAILS & CALCULATIONS FOR ALL CONNECTIONS, FOOTINGS, & REINFORCING INFORMATION. • ALL LUMBER TO BE SAW SIZED DOUGLAS FIR. • ALL CONNECTORS, FASTENERS AND OTHER • HARDWARE TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO COATS MOISTURE -PROOF PRIMER AND (2) TWO FINISH COATS - REFER TO FINISH SCHEDULE FOR COLOR. LEGEND lr 1' 12" c7 SOLID 6' % 2'-6" 36" CABINET OPENING BBQ - PLAN VIEW SCALE: 1/2" = 1'-0" BBQ - FRONT ELEVATION SCALE: 1/2" = 1'-0" 2'-6" 36" SOLID 1. STUCCO VENEER (ALL SIDES) - REFER TO FINISH SCHEDULE 2. PREFABRICATED CONCRETE UNITS (3) - REFER TO FINISH SCHEDULE 3. CONCRETE PATIO FOOTING 4. TILE COUNTER TOP - REFER TO FINISH SCHEDULE 5. ADJACENT PAVING / FINISH GRADE - REFER TO DETAIL 1, CD-2 6. BBQ GAS HOOKUP 1 I PREFABRICATED BARBEQUE REFER TO MANUFACTURER'S RECOMMENDATION FOR INSTALLATION C8ii'd'n' et ul_JL JLJLJlo 36" CABINET SPEC IMAGE f 36" rtJ I \u- -41IJ /,,,,,,,,,,,,,,. HHLXI I_I11 III —III—I I —III-I I II —III III —III— III — II -III—I I I_I I I_I I I_I I I -I I I-1 I=1 I=I I S ECT ON VIEW S CALE: 1/2" = 1'-0" 7. BBQ GRILL UNIT - REFER TO FINISH SCHEDULE 8. STAINLESS STEEL ACCESS DOORS 9. COMPACT SUBGRADE 56" IXTAPA NATURAL GAS RECTANGLE FIRE TABLE. $5495 Set the stage for outdoor ambience with the warmth of a clean -burning hearth. Our handcrafted fire table, made from glass fiber reinforced concrete, is finished with a multi -step process that captures the look and luxurious feel of natural limestone. Heat resistant to the touch, it uses eco-friendly clean - burning fuel. SHOW DETAILS + DIMENSIONS 56"W x 36"D x 141"H Weight: 475 lbs. Pallet and Packaging: 50 lbs. INSTALLATION INSTRUCTIONS VIEWS FINISH OP IONS Block Sena SUMMERS/MURPHY & PARTNERS, IN LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443-163 JMDSCApF ' 0. Murphy, ��0 5 W aoce 02 -I - 7-31-16 Renewal Date 16 DateN't" OF CALIFOR These drawings and/or thr accompanying specification are the exclusive property o Forsum/Summers & Murphy Inc. and their use and publi- cation shall be restricted to thl original site for which the) were prepared. Re -use repro- duction or publication by an method, in whole or part, is prohibited except by writter permission from Forsum/ Summers & Murphy, Inc DATE REVISION O 0 • ««« 0 1• • CO W J C) Q O ZVaOp �cc o�o =3Z o N c - Q ci N 8 a w Q Z 0 CO a co 6 z Q isa FV W z Wo5 co 2 CO CC a< U0 �C7o SHEET DESCRIPTION CONSTRUCTION DETAILS DESIGNED LL DRAWN CN CHECKED LL DATE 02/IS/16 JOB NO. 6160176 CAD FILE SHEET NUMBER 3 I WOOD OVERHEAD 2 I PREFABRICATED FIRE PIT CD -3 5 OF 15 SHEETS - PLAN SET "A" 2-18-1 I. GENERAL A. Contractual Relationship In the performance of this contract, Contractor shall hold Landscape Architect and Owner harmless from any and all liability, costs and charges arising out of, or in connection with, contractors, employees, or It's agent's negligence, omissions, errors. B. Errors or Conflicts Interpreted so as to accomplish the real purpose of those law and notes. if any errors or conflicts arscovered iin tine plans or notes, theytshallPbe C. Additions, Deviations and Alterations No deviations or alterations from the plans and specifications will be permitted unless authorized by the Owner or the Landscape Architect. Should deviation from plans and notes become necessary due to conflicting site conditions, Owner and Landscape Architect shall approve in advance any such deviation. No additional work will be authorized without the express written authorization from the Owner. D. Interpretation The Contractor shall comply with the obvious Intent and meaning of these plans and specifications which shall be construed to include all labor, material, tools and equipment necessary to complete the work specified herein in a workmanlike manner in strict accordance with plans and notes. Should any questions arise as to the Intent and interpretation of these plans and notes, Contractor shall refer to Owner and Landscape Architect whose decision thereon shall be final. E Observation and Rejection of Materials and Workmanship All materials and workmanship furnished or performed by Contractor shall be subject to final observation and acceptance by Owner and Landscape Architect upon completion of all contract work whether previously paid for or not. At any and all times during the performance of this contract, Contractor shall make available for observation, test and approval, materials and workmanship. Failure of such observers to make observation, tests or approvals shall not prejudice the right of Landscape Architect or Owner on final observation. Contractor shall promptly replace any and all material, workmanship and equipment which does not conform to the plans and notes. All materials used on this contract shall be new and the best marked quality unless specified otherwise. F. Samples When so required by the Owner or Landscape Architect, Contractor shall submit for approval samples of the various materials, and specify finish thereon. G. Local Codes All construction shall conform to all local building codes and ordinances. It is Contractor's responsibility to verify all codes prior to commencing work. H. Utilities Contractor shall be responsible for verifying the location of all underground utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any construction. I. Removal of Debris and Clean -Up Contractor shall thoroughly clean and keep free of debris and waste material entire construction area to the satisfaction of the Owner. J. General The general conditions and any special conditions that Owner may require shall apply with the same force and effect as though written in full herein for all construction sections. II. SITE EXCAVATION AND ROUGH GRADING Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all clearing, stripping, excavating, backfilling, grading and related work as shown on the drawings, including but not limited to the following: A. Protection of all curbs, walks, walls, structures and other existing work which is to remain. B. Clearing and stripping site of brush, debris and other foreign materials as outlined in the drawings. C. Excavation for all foundations and footings to the dimension and depth shown on the drawings. Bottoms of excavations shall be smooth and level. All loose material shall be removed therefrom. D. Subgrades shall be watered and compacted to a relative compaction of 015%. E Subgrades under all paving shall be true to grade and cross section, hard uniform and smooth prior to placement of base material. F. Backfilling of all excavations and trenches after placement of foundations, walls, walks, utilities, etc, as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's specifications. G. Grading of areas indicated in the drawings Including bringing existing grades to within 1/10 foot plus or minus. Final design grades as indicated on the drawings. H. Stockpiling of excavation material or import top soil fill and sand shall be as outlined on the drawings or as approved by Landscape Architect. I. Clean up and remove all debris and surplus material and remove from site. III. DRAINAGE Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all drainage systems as shown on the drawings, including but not limited to the following: A. Materials I Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or non perforated in diameters shown on the drawings. 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins with grates, high impact plastic. Styrene deck drains, and/or precast concrete drain box and catch basins and cast Iron grate in diameters and sizes as shown on the drawings. Stainless steel or brass deck drains in handscape as shown on the drawings. B. Trenching and Laying Pipe I. Trenches to pitch a minimum of I/8" per foot unless otherwise Indicated on the drawings. Contractor to verify all invert elevations and trench depth prior to excavation. 2 Bottom of trench shall be smooth and continuous to flow direction. A hollow shall be made to receive bell of pipe so the joint will not bear upon the subgrade. Adjustments to line and grade shall be made by scraping away or filling in with backfill under the base of the pipe and not by wedging or blocking. 3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded joints shall be given at least 15 minutes setup before handling. Above the level of initial backfill, the trench may be backfilled with trench material. 4. Compaction - Compaction by tamping shall not be done in layers exceeding eight inches in loose depth with each layer thoroughly compacted between. G. Clean -Up and Testing I. Prior to covering of trenches, drain line and basins shall be checked to insure proper flaw and water tightness. 2 The piping systems shall be flushed and cleaned prior to connecting to existing drain line, catch basin or storm drain systems. B. Upon completion of work, remove debris, tools and surplus material from site. IV. CONCRETE Scope of work - Provide all labor, materials, tools, equipment, transportation and drawings including but not limited to the following: necessaary incidentals for the completion of a concrete flatwork as shown on the A. Materials I. Cement - Standard Portland Cement, per designation C-I50 of the ASTM Type II, Ill, or V, low alkali, single brand throughout. Refer to Soil Engineer's Report for Recommendations. 2. Aggregate - ASTM Specification C-55 5/4" maximum size. Decorative aggregates or pea rock as shown on drawings. Fine natural sand, well graded conforming to ASTM C-144. 3. Water - Water used shall be of potable quality. 4. Steel - Reinforcing steel for decks and walks to be intermediate grade deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM A-4416, size where shown on drawings. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoam as indicated on the drawings. 6. Control Joints - Saw cut joint 1/4 of slab thickness. Hand tooled score joints 1/4" deep minimum where shown on the drawings. /. Gold Joints - Butt type, butt type with dowels. Screed key Joint as indicated on the drawings. 8. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, Class AS, self leveling or multi -part polyurethane construction sealant by L.M. Scofield, in matching color. 9. Curing Material - Hunts process MD/C. 'Lithochrome' color wax for color conditioned concrete by L M Scofield, in matching color of concrete as indicated on the drawings. 10. Color Conditioned Concrete - 'Chromix' admixtures for integral colored concrete by L.M. Scofield Company. II. Dust -On Color - 'Lithochrome color hardener by L.M. Scofield Company. 12 Surface Retardant - 'Lithotex' top surface retarder as manufactured by L M Scofield Company, or 'Sika' surface retardant or 'Rugesol' as manufactured by Sika Corporation. B. Subgrade I. Grade all subgrades to a uniform depth and compaction Moisten all subgrades prior to pouring of concrete. 2. Cut all footings in undisturbed or compacted soil. 3. Place sand or aggregate base as shown on the drawings and as specified by a Soils Engineer. C. Forms I. Use only finished lumber. Set all forms true to grade and position. 2 Moisten all forms prior to pouring of concrete or use approved form release agents. D. Expansion Joints I. Place expansion Joints in concrete at intersection of concrete and fixed structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings. 2 Place control joint in concrete not to exceed a horizontal spacing as specified by a soils engineer. 3. Place construction Joints in concrete where casting on concrete Is to be stopped and subsequent casting is to be started. E Concrete I. Class A concrete shall contain not less than 5 sacks of cement per cubic yard and be proportioned to attain a maximum cylinder strength of 2,000 PSI in 28 days. Compressive strengths are to be determined in accordance with ASTM C-30i. The slump shall not exceed 4". 2 Concrete mixing - All transit mixed concrete shall be mixed and delivered in accordance with the requirement of Standard Specifications for ready mixed concrete ASTM F. Concrete Finishing I. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregulorities. Float to a smooth surface, steel trowel, and edge to an even hard surface. Score as indicated on drawings. Use a new manila hemp bristle broom. Brush markings on slab In uniform fashion as shown on the drawings. 2 Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Score as indicated on drawings. Hand broadcast rock salt in even distribution and tamp in. Wash off concrete with enough pressure to dissolve rock salt after concrete has set. 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Apply surface retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scofield, using sprayer, providing even distribution. Reveal aggregate by using water Jet and coarse fiber brush to remove retardant paste from surface, washing thoroughly until surface is clean and exposure is complete and uniform. 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface Hand seed surface In uniform fashion over entire area keeping stone 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform depth below concrete surface. 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake method using a minimum of 60 pounds per 100 square feet. Apply in 2 or more shakes and float after each shake. Trowel only after final floating while concrete is still plastic using imprinting tools to make pattern as shown on the drawings. Apply color curing compound 'Lithochrome' color wax by L M Scofield Company using roller or sprayer. If 'Bomacron' type surface is shown on drawings, a release agent must be applied prior to texturing the concrete. Color curing compound may be optional, as indicated on the drawings. 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel trowel and edge to an even hard surface. Prior to set, lightly sponge surface to reveal small surface fines while not exposing aggregate. Alternate method, after initial set, surface to be washed with a diluted Surface must be continuously wet to avoid acid burn. solution of muriatic acid and water, and brushed to reveal surface lines. G. Clean -Up I. Upon completion of work, remove all forms, debris, material and tools from site. V. BLOCK MASONRY Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all block masonry as shown on the drawings, including but not limited to the following: A. Materials 1. Slump block units meeting grade A, ASTM G-410, concrete block units Grade A, ASTM C-10. 2 Cement - Standard Portland Cement ASTM designation G-150 Type I or II, low alkali 3. Sand - Clean, well graded ASTM designation 0-144. 4. Water - Water used shall be of potable quality. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM designation A-165. 6. Concrete - Class A concrete minimum 2,000 PSI at 28 days. 1. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, 1/2 part lime putty, 4-1/4 parts sand, conforming to ASTM C-270. Omit lime putty if plastic cement is used 8. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts sand, 2 parts pea gravel. B. Laying of Masonry I. Lay all masonry straight and true to line with vertical joints plumb over each other. Horizontal joints shall be level. Headers and corner units to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings. C. Reinforcing I. All bars In masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Gutting of Masonry I. No cutting of masonry units shall be allowed unless shown on the drawings. E Grouting of Masonry I. Grout all cells with vertical steel solid as shown on the drawings. 2 Grout all cells below grade solid. 3. Provide minimum 3/4" between steel reinforcing and blocks. F. Weepholes I. Open joint weep holes at 52" O.G. maximum on bottom course of retaining walls with I cubic foot gravel if shown on drawings or approved drainage system per Structural Engineer's specifications. G. Expansion Joints I. Provide vertical expansion joints in wall per local code and Structural Engineer's specifications. Waterproofing I. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. I. Glean mg I. Clean all masonry work, remove all mortar stains. 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. H. VI. BRICK MASONRY Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for the completion of all brick or stone masonry as shown on the drawings, including but not limited to the following• A. Materials I. Brick or stone conforming to ASTM A-62 grade MIN as shown on the drawings. 2 Cement - Standard Portland Cement ASTM designation C-150, Type II, Ill, or V low alkali single brand throughout. Refer to Soils Engineer's report for recommendations. 3. Sand - Glean, well graded ASTM designation C-144. 4. Water - Water used shall be of potable quality. 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM designation A-165. 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, 1/2 part lime putty, 3 parts sand, conforming to ASTM C-2 10. Omit lime putty if plastic cement s used 1. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement, 3 parts sand or I part cement, 3 parts sand and 2 parts pea gravel. B. Laying of Brick I. Lay all masonry straight and true to line with brick vertical joints plumb over each other. Horizontal Joints shall be level. Headers and corner units to show finished faces where exposed. Joints and bond pattern to be as shown on the drawings. G. Reinforcing I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels for walls and columns to be same size as wall reinforcing. Refer to Structural Engineer's specifications for all steel sizes and locations. D. Cutting of Masonry I. Use masonry saw for brick cuts unless specified otherwise Bricks cut less than 1/2 length shall not be used. Stone to be cut with chisel and hammer. E Grouting of Masonry I. Groat core walls solid as shown on the drawings. 2 Provide minimum of 2-1/2" rout space between double brick walls. Provide minimum 5/4" between steel reinforcing and brick. H. Waterproofing 1. Waterproof all retaining walls below grade with asphalt emulsion, or other as specified by Soils Engineer. I. Cleaning and Sealing I. Clean all masonry work. Remove all mortar stains. Remove alkali with solution of muriatic acid and water. Apply clear sealer to exposed surfaces if shown on the drawings. 2. Upon completion of work, remove all mortar droppings, debris, materials and tools from site. VII. CARPENTRY Scope of work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all carpentry as shown on the drawings, including but not limited to the following: A. Materials I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight, sound, free from marks, pin head knots, sap pockets, slivers, and checgs. Select grade or better where shown on the drawings. 2 Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. 5. Posts, Plates and other at -grade connections to be Redwood, Western Red Cedar or pressure treated Douglas Fir as shown on the drawings. 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavy angles 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. All hardware material to be galvanized. 5. Stain and paint - as selected and shown on drawings. 6. Concrete - Glass A minimum 2,000 PSI at 28 days. B. Rough Carpentry I. Set all posts, beams, rails and framing plumb and true to line the drawings. 2 Connections - make all connections as shown on the drawings.Splice lumber at posts only. Utilize all nail and/or bolt holes for all hardware. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., where surface contact is provided. 4. Post base - set post column base as shown on drawings, providing minimum I" clear all sides from finished post base to top of paving. 5. Countersink nails and bolts in all locations where surface contact is provided, i.e., bench top etc. C. Painting and Stain I. Fill all seams and cracks with Latex caulk and/or wood dough to insure an even surface. as shown on 2 Sand smooth all exposed surfaces is specified as 545. 3. Prime all painted surfaces with one coat primer. 4. Paint with minimum two finish coats for painted surfaces. 5. Stain with minimum two finish coats for stain surfaces. D. Protection and Cleanup I. Protect all existing work from paint overspray. 2. Upon completion of work, remove all scrap wood, debris, materials and tools from site. VIII. Metal Work Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessary incidentals for completion of all metal work where shown on the drawings, including but not limited to the following: A. Materials I. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or hand forged, cold rolled wrought iron in sizes as shown on the drawings. 2 Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. 3. Concrete - Glass A concrete minimum 2,000 PSI at 28 days and/or 'For -Rock' as shown on the drawings. 4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. 'Metalizing' or galvanizing or powder coating if shown on the drawings. B. Fabrication and Installation I. Contractor shall make all measurement for fabrication in field prior to starting work. 2 Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical bars to be plumb. C. Welding I. Welding to comply with the requirements of standard code for ARC and gas welding. 2 Weld to only clean, rust -free surface. 3. All welds to be continuous and free of cracks, craters and porosity. Tack welds not acceptable. 4. Grind smooth all exposed welds, match adjoining surfaces. 5. Plug all open ends and tops, and weld. D. Painting I. Prime all metal work with one coat Zinc Chromate primer. 2 Paint all metal work with 2 coats 'Rustoleum' in semi -gloss or Hat as show on the drawings. Paint to be 4 mils minimum dry thickness each. 3. Prime and paint per above, all field welds. E Protection and Cleanup I. Protect all existing work from paint overspray. 2. Obtain Fire permit where required for on -site welding. 5. Upon completion of work, remove all scrap iron, debris, materials and tools from site. CONTRACTOR QUALIFICATION NOTE• ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-8 ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-251 NOTE: ALL CONCRETE MASONRY, WOOD AND STEEL WORK IDENTIFIED AS PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE PERFORMED AS PART OF THESE PLANS / SPEC I F I CATIONS UNDER OTHER DEPARTMENTS JURISDICTION SUMMERS/MURPHY & PARTNERS, INC. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 4434446 FAX (949) 413.1631 7-31-16 Renewal Date 02-18-16 Date These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION <K««< 0 T 2 CC 0 Z� W II--I4'O CC UCC �q W = 3 0 N Z � � ccP SHEET DESCRIPTION CONSTRUCTION SPECIFICATIONS DESIGNED DRAWN CHECKED RH SMP SMP DATE 02/IS/16 JOB NO. 61 E4176 CAD FILE SHEET NUMBER CS -1 CONSTRUCT I ON SIC I ICAT IONS OF 15 SHEETS PLAN SET "A" 2-18-16 CITY OF PALM DESERT ?HATER CONSERVATION STATEMENT THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. THE PLANTING DESIGN U5E5 DC:CRT PLANTS COMPATIBLE WITH LOW WATER USAGE AND THIS DESIGN MEETS THE Cliff OF PALM DESERTS WATER USE REQUIREMENTS. CERTIFICATE OF PROJECT COMPLETION Project Name: Parcel Map or Tract No.: Project Location: Maximum Water Allowance: (In hundred cubic feat) Estimated Total Annual Water Use: (In hundred cubic feet) Preliminary Project Documentation Submitted: (initials Indicates submittal) I. Grading design plan 2. Landscape design plan 5. Irrigation design plan 4. Irrigation schedules Post Installation Inspection: (Initials Indicate completion) A. Plants installed as specified B. Irrigation systems Installed as designed Comments: A copy of this certification has been provided to Owner/Developer and District Comments: It Is my opinion that the work outlined above has been completed In substantial accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines. Landscape Architect Signature Date License No. CONTRACTOR TO USE THE PRIVATE LOT WATER METER FOR THE TEMPORARY COMMON AREA IRRIGATION LOCATE CONTROLLER ON LOT 103 PER OWNERS REP. PROVIDE 120V CONTINUOUS POWER AND MAKE F I NAL HOOK UPS. NOTE • SEE SHEET I L-2 FOR REAR YAW IRRIGATION LEGEND N rF) C rL3-61- 0 DOC 41-114. ►a FORMER PRIMARY IIELLBOX 10 T-BUB 132 S-DRIP UTILITY SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX I7"XSO" ELECTRICAL BOX (FLUSH) IT"XSO" TELEPHONE BOX (FLUSH) c1"Xcl" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER FED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET Ci CO C:11 rn ® BUBBLER BOX DRAIN PIPE FLOW LINE C CD CD J ila..a/ r TIIi\amaw i -A0—ea — J tgAM z:za FRANK NOT TO SCALE KEY MAP S I NATRA NOTE A: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND A MINIMUM OF IS" OFF ADJACENT HARDSGAPE OR BUILDING AND OTHER OBSTACLES TYP. NOTE B: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE G: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL SE ALIGNED WITH 'II ' LC AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. NOTE: ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION NOTE: I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM ACCORDINGLY FOR THE EFFICIENT 115E OF WATER IN THE IRRIGATION DESIGN PLAN. NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. NOTE: PER THE CITY OF PALM DESERT, ALL PIPING TO BE LOCATED ADJACENT TO BUILDING / HARDSCAPE, NOT IN THE MIDDLE OF PLANTING AREAS DUE TO CONFLICTS WITH PLANTS AND TREES DATE CVWD PLAN # SCALE: III = 20' 60' NORTH 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNMA 92629 (949) 443-1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Farsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION ««« O O T 0 L cc o � cco <cti OC O CCcoa O Le 0 z u. "Zi to Vv ain CI mok CO = 41§) CO Z ZUo2 a� o WI-oo SHEET DESCRIPTION IRRIGATION LAYOUT DESIGNED CG DRAWN CG CHECKED MMc DATE O2/18/16 JOB NO. 61641'I6 CAD FILE 975_IL.dwg SHEET NUMBER I OF IS SHEETS PLAN SET "A" 2-18-16 IRRIGATION LEGEND SYMBOL MANUFACT TREE BUBBLER HUNTER MODEL NO. / DESCRIPTION PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 36" BOX PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2" ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. POINT TO POINT DRIP NO SYMBOL RAIN BIRD © TORO NOT SHOWN RAIN BIRD r_I I=1 I� • CD NO SYMBOL NO SYMBOL P.O.C. XERI BUG XB-10PC-1032, XB-2OPC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP PLANT / GROUND COVER EMITTER LEGEND PLANT WATER TYPE USE LOW SHRUBS LOW MODERATE SHRUBS MODERATE SHRUBS TREES # OF EMITTERS /GPH 2 - 2.0 GPH 2-5.0GPH 2-7.0GPH 3-10.0GPH (4.0 GPH) (10.0 GPH) (14.0 GPH) (30.0 GPH) DRIP SYSTEM NOTES: ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY EACH SHRUB OR GROUNDCOVER. CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING WORK. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. 3/4" DOMESTIC WATER METER WITH 3/4" SERVICE LINE FOR FUTURE RESIDENCE, EXISTING PER CIVIL DRAWINGS STUB OFF WATER SUPPLY LINE FOR IRRIGATION AND PROVIDE A GATE VALVE TO ISOLATE THE SYSTEM. IRRITROL RAINDIAL RD 600EXT WALL MOUNTED IRRIGATION CONTROLLER, LOCATE IN GARAGE AS AVAILABLE. HOUSE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD IRRITROL CL-W1 CLIMATE LOGIC KIT WITH A WIRELESS RAIN SENSOR / TRANSMITTER, MOUNT ON EVE OF RESIDENCE ROOF NIBCO TORO T-585-70 FULL PORT BALL VALVE - LINE SIZE. (LOW FLOW VALVE RANGE .25 - 8.0 GPM) SEE PLAN FOR VALVE SIZE - DZK-EZF-075-LF ( 3/4" VALVE ) PLASTIC ANTI -SIPHON TYPE CONTROL VALVE, WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. TORO EZF-26-04 REMOTE CONTROL VALVE. (1" VALVE) VALVE FLOW RANGE - .25 - 30GPM TORO (LOW FLOW VALVE RANGE .10 - 8.0 GPM) (MED. FLOW VALVE RANGE 2.0 - 20.0 GPM) SEE PLAN FOR VALVE SIZE - DZK-TPV-1-LF (1" VALVE) DZK-TPV-1-MF (1" VALVE) PLASTIC ANTI -SIPHON TYPE CONTROL VALVE, WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. AS APPROVED PVC PIPE 11/4" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE AS APPROVED PVC PIPE 3/4" - 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) 3M NO SYMBOL K.B.I. NO SYMBOL K.B.I. 0T05 5T010 10 TO 15 15 TO 25 DBY-6 DIRECT BURIAL WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS VALVE NUMBER G.P.M. HYDRO -ZONE/ IRR. APPLICATION VALVE SIZE PIPE SIZING CHART GPM GPM GPM GPM 3/4" CL. 200 PVC PIPE 1" CL. 200 PVC PIPE 1-1/4" CL. 200 PVC PIPE 1-1/2" CL. 200 PVC PIPE NOTE: CONTRACTOR SHALL SIZE ALL LATERAL LINES PER PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE SIZE EXCEED DESIGNATED GPM RANGE. gph PSI PATTERN .25 (0.5) 30 .50 (1.0) 1.0 (2.0) TRICKLE TRICKLE UMBRELLA Sonrisa Models - HOA Maintained Area California Water Efficient Landscape Worksheet 2/11/2016 Reference Evapotranspiration (ET0) Hydrozone # / Planting Plant Factor Descriptions (PF) Regular Landscape Areas Shrub (Low) Shrub (Med.) Special Landscape Areas 0.1 0.4 ETAF Calculations Regular Landscape Areas Total ETAF x Area 1015 Total Area 3043 'Average ETAF 0.33 All Landscape Areas Total ETAF x Area Total Area 'Average ETAF 10151 30431 0.331 California Water Efficient Landscape Worksheet Sonrisa Models - Lot 122 / Plan 1 Reference Evapotranspiration (ETo) Hydrozone # / Planting Plant Factor Description' (PF) Regular Landscape Areas Shrub (Med.) Special Landscape Areas ETAF Calculations Regular Landscape Areas Total ETAF x Area Total Area Average ETAF All Landscape Areas Total ETAF x Area Total Area Average ETAF 83.9 Irrigation Methodb 0.4IDrip 90 182 0.49 90 182 0.49 Project Type Irrigation ETAF Efficiency (IE)` (PF/IE) 0.81 0.49 Totals 1 83.9 Irrigation Methodb Drip Drip Irrigation Efficiency (IE)` Pro ect Type ETAF (PF/IE) 0.81 0.81 0.12 0.49 Totals Residential Landscape ETAFx Area (Sq. Ft) Area 1318 163 1725 852 3043 1015 1 0 0 0 ETWU Total Maximum Allowed Water Allowance (MAWA)e 2/11/2016 Residential Landscape ETAFx Area (Sq. Ft.) Area 182 182 90 Totals 0 0 ETWU Total Maximum Allowed Water Allowance (MAWA)e 90 0 Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. California Water Efficient Landscape Worksheet Sonrisa Models - Lot 123 / Plan 4 Reference Evapotranspiration (ETo) Hydrozone # / Planting Plant Factor Description' (PF) Regular Landscape Areas Shrub (Med.) Special Landscape Areas ETAF Calculations Regular Landscape Areas Total ETAF x Area Total Area Average ETAF All Landscape Areas Total ETAF x Area Total Area IAverage ETAF 83.9 Irrigation Methodb 0.4IDrip 63 127 0.49 63 127 0.49 Pro'e ct Type Irrigation ETAF Efficiency (IE)` (PHI) 0.81 0.49 Totals 2/11/2016 Residential Landscape ETAF x Area (Sq. Ft.) Area 127 127 63 63 1 0 Totals 0 0 ETWU Total Maximum Allowed Water Allowance (MAWA)e Average ETAF for Regular Landscape Areas must be 0.55 or below for residential areas, and 0.45 or below for non-residential areas. (Totals Average ETAF for Regular Landscape Areas must be 055 or below for residential areas, and 0.45 or below for non-residential areas. 0.55 Estimated Total Water Use (ETWU)d 4675 4675 0 0 4675 5207 0.55 Estimated Total Water Use (ETWU)d 0.55 Estimated Total Water Use (ETWU)d 8464 44312 52776 0 0 52776 87060 S onrisa Models - HOA Maintained Areas POC / Controller: ETo/Mo B Type Tree Bubblers 2 S hrub Inline Drip 2 AKc I Pr Rate 0.5 3 Qty. of Valves 0.5 I 0.95 Qty. of Valves ETo/Day Days/Week IE 0.75 Total Run Times 0.81 Total Run Times IRRIGATION SCHEDULE -ESTABLISHMENT PERIOD (6 months) MAR I APR I MAY I JUN I JUL I AUG I SEP Total Valves: 4 TOTAL RUN TIMES (HRS) Sonrisa Models - HOA Maintained Areas POC / Controller: ETo/Mo ETo/Day Days/Week AKc I Pr Rate IE Type Tree Bubblers 2 S hrub Inline Drip 2 0.8 I 3.0 Qty. of Valves 0.4 I 0.49 Qty. of Valves Total Valves: 4 0.75 Total Run Times 0.81 Total Run Times JAN 3.1 0.10 2 4.7 9 FEB 3.6 0.13 3 4.0 8 6.5 0.21 13 6.5 13 13.6 11.7 19.1 27 23 38 0.6 0.5 0.9 JAN FEB MAR 8.3 0.28 4 10.5 0.34 4 6.5 7.9 13 16 11.0 0.37 4 8.6 17 18.9 23.1 25.0 38 46 50 0.8 1.0 1.1 APR MAY JUN 10.7 0.35 5 6.4 13 9.6 0.31 5 8.3 0.28 4 5.8 6.5 12 13 18.8 16.9 18.9 38 34 38 0.8 0.8 0.8 OCT 5.9 0.19 3 5.9 12 NOV 3.7 0.12 3 3.8 8 DEC 2.7 0.09 2 4.1 8 17.3 11.2 11.9 35 22 24 0.8 0.5 0.5 JUL AUG SEP OCT NOV DEC IRRIGATION SCHEDULE - ESTABLISHED LANDSCAPE JAN 3.10 0.10 2 7.5 15 21.2 42 TOTAL RUN TIMES (HRS) 1.0 JAN FEB 3.60 0.13 2 9.6 19 MAR 6.50 0.21 2 15.7 31 27.2 44.4 54 89 1.2 2.0 FEB MAR THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM DESIGN CRITERIA. IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR P ROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE P LANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS S HALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE 3262 RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 3262 0 0 3262 3633 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNERS AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE S LEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF P RESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. APR 8.30 0.28 2 20.7 41 MAY 10.50 0.34 2 25.3 51 58.6 71.7 117 143 2.6 3.2 JUN 11.00 0.37 2 27.4 55 JUL 10.70 0.35 2 25.8 52 AUG 9.60 0.31 2 23.1 46 SEP 8.30 0.28 2 20.7 41 OCT 5.90 0.19 2 14.2 28 NOV 3.70 0.12 2 DEC 2.70 0.09 2 9.2 6.5 18 13 Total: 83.90 Min/Day Total Min/Day Min/Day Total Min/Day Total: 83.90 Min/Day Total Min/Day 77.6 73.1 65.5 58.6 40.3 26.1 18.4 Min/Day 155 146 131 117 81 52 37 Total Min/Day 3.5 3.3 3.0 2.6 1.8 1.2 0.8 APR MAY JUN JUL AUG SEP OCT NOV DEC WATER CONSERVATION CONCEPT STATEMENT POINT OF CONNECTION Project Site: Spanish Walk Sonrisa Project Location: City of Palm Desert, California Landscape Architect / Irrigation Designer / Contractor: SMP INC. Included in this project submittal package are: (Check to indicate completion) Tract or Parcel Number: 33837 1. Maximum Annual Applied Water Allowance: Conventional Landscape: 273 100 cubic feet/year + Recreational Turfgrass Landscape: 0 100 cubic feet/year (if applicable) Maximum Annual Applied Water Allowance: 273 100 cubic feet/year 2. Estimated Annual Applied Water Use by Hydrozone: Turfgrass Hydrozones: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Low Plant Hydrozones: 49 100 cubic feet/year Mod Plant Hydrozones: 182 100 cubic feet/year High Plant Hydrozones 0 100 cubic feet/year Water Features: 100 cubic feet/year Other Not Applicable 100 cubic feet/year Estimated Annual Total Applied Water Use: 231 100 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: (Briefly describe the planning and design actions that are intended to achieve consevation and efficiency in water use.): Utilization of controller with water budgeting feature. Irrigation zones separated by plant material types. Date. DATE CVWD PLAIN # Prepared by: 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 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 SERVICE DEPARTMENT ay SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 cc ce �pNDSCgp M Murphy, Fq,P Io c'S imn -31-16 Renewal Date 02-18-16 Date `- F CALIF These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION UNI ae 0 0 r co l W 1 0 2 0 co a co oCI)o V cc Z h 0 N CC Ow% CO 0 ID N U v Q Q V! cc 0 Z �a e ¢ 0 W� al CO lid CO CC 2*a< GQoi COP-VV SrlttI Ube Klf l l�hV IRRIGATION LEGEND & CALCULATIONS DESIGNED CG DRAWN CG CHECKED MMc DATE 02/IS/I6 JOB NO. CAD FILE 616G1'76 975_ID.dwg SHEET NUMBER IR g OF 15 SHEETS PLAN SET "A" 2-18-16 • FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND BV' ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION FINISHED GRADE IN SHRUB AREAS MIN. ��— PRESSURE SUPPLY LINE DEPTH AS PER SPECS. PVC MALE ADAPTER SECTION VIEW- N.T.S. BRICK SUPPORTS BRASS NIPPLE LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. NOTE: BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. 11 BALL VALVE \stt Alf LOW VOLTAGE WIRES, 3 MAXIMUM WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE I'OLY TUBE PRE -FILLED WITH WATERPROOF GEL LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR WIRES SHALL BE PRE -STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTION. TWIST CONNECTOR ONTO WIRES TO SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS OTE: TIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. IT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A (ATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. IRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 -3 #14 OR 2 #12 PRE -STRIPPED COPPER IRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. WIRE CONNECTION SET BOX 1"ABOVE MULCH LAYER FINISH GRADE 1 11111 1 P.V.C. SCHEDULE 40 ELL END FLUSH BALL CHECK VALVE NOTE: 12" MIN. IPS FLEX HOSE EXTENSION 12" MULCH LAYER / (SEE NOTE 1) 1 II Iedie I �.11-11- PLASTIC CONTROL BOX W/BOLT DOWN LID BRICKS AT EACH \ CORNER OF BOX I ><I I P.V.C. PIPE OR POLYTUBING AS APPLICABLE 1.2" DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS. DRIP FLUSH VALVE Il�rllll�l■I�I I� 11 )3 dtaiNg PRESSURE REGULATING 1 11 _ 1 WYE FILTER 1—IIIIII -III-III R.C.V. -IIIII III —III -III-1I1 FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR 'JUMBO' VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. 1/43 r0 DRIP SYSTEM 3RICK SUPPORTS SECTION VIEW - N.T.S. MAINLINE FINISHED GRADE IN SHRUB AREAS NOTE: MORE INFORMATION REGARDING RCV FOUND ON PRODUCTION PLANS LANDSCAPE FABRIC 3/4" ROCK, 2 CUBIC FT. PRESSURE SUPPLY LINE TO HOUSE PRESSURE SUPPLY LINE TO IRRIGATION SYSTEM TEE FITTING INSTALLED BY PLUMBER BALL VALVE VALVE BOX SCH. 80 PVC NIPPLE TPY: SCH 80 PVC UNION IRRIGATION MAINLINE, SEE SPECS. PVC MALE ADAPTER TYP. PRESSURE SUPPLY LINE FROM METER PRESSURE REGULATOR (IF REQUIRED) B I PRIVATE LOT POC mhtIII1 fI II 11111111- —III—III 1=111=1.:. 11111111III 1111 IIIIII'IIIIIIIIII I I DIMENSION I1/2" TO 4" IN SIZE A 36" PLAN VIEW - N.T.S. 24" 24" 4 G I SLEEVE INSTALLATION 6" ROUND VALVE BOX MULCH LAYER (SEE NOTE 1) AIRNACUUM RELIFEI 1 SCH. 80 NIPPLE (LENGTH AS REQUIRED) BRICK SUPPORTS (THREE) PVC PIPING AND FITTING E SAND BACKFILL COMPACTED TO THE DENSITY OF EXISTING SOIL LATERAL LINES IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE UNDISTURBED SOIL PRESSURE MAINLINE IN SCH 40 SLEEVE PVC SLEEVES TO BE TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. ET BOX 1" ABOVE MULCH LAYER FINISH GRADE NOTES: 1. 2' DEEP LAYER MULCH MATERIAL AS PER SPECIFICATIONS. 2. AIR VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPLINE LATERALS. L I DRIP AIRNACUUM RELIEF VALVE LATERAL FEMALE ADAP: SCH. 80 PVC SCH. 80 NIPPLE TYP. NOTE: MORE INFORMATION REGARDING RCV FOUND ON PRODUCTION PLANS SECTION VIEW - N.T.S. rINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. 1� 3 FINISHED GRADE I I IH I I— IN SHRUB AREAS 1 =I111-11 f I - IIIIII I1=1II— 24" WIRE LOOP VALVE ID TAG PVC S x T ELL SCH 80 PVC CONTROL VALVE SCH 40 PVC RISER BRICK SUPPORTS, 4 REQUIRED CCH 80 PVC SLIP TEE MAINLINE FITTING 3/4" CRUSHED GRAVEL TWO CUBIC FEET LANDSCAPE FABRIC 48" CONTROLLER, SEE LEGEND FOR SPECIFICATION. 120 VOLT POWER SUPPLY IN J-BOX, BY OTHERS RIGID ELECTRICAL CONDUIT (1") LOW VOLTAGE WIRE IN RIGID PVC CONDUIT (3") PVC ELECTRICAL SWEEP TO EXTERIOR BUILDING WALL THROUGH J-BOX BUILDING FLOOR BY OTHERS SECTION VIEW - N.T.S. NOTE: INSTALL ENCLOSURE AS INDICATED BY CITY STAFF & MANUFACTURER'S RECOMMENDATION. ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECTS RECOMMENDATION. C I CONTROLLER MIMINAMNSSMENSOISSIMMES FINISH GRADE • III —III •:.1=111=1~ -III-I r-1r-1 I=�1 I -I 1I- 1 DIMENSION 1/2" TO 2-1/2" IN SIZE 3" TO 6" IN SIZE A 18" 12" 24" B C x H I PIPE INSTALLATION M I OPEN CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS. UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS D MEW "flu 1/21 1 I—_ I —III- III IIII=II -III_® INSTALL POP-UP SPRINKLER HEAD FLUSH WITH FINISHED GRADE IN TURF AREAS POP-UP SPRINKLER HEAD, TREE BUBBLER SEE LEGEND. INSTALL POP-UP SPRINKLER HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVERS AREAS UNDISTURBED SOIL DO NOT INSTALL USING SIDE INLET PRE -ASSEMBLED TRIPLE SWING JOINT, LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET SCH. 40 PVC 90 ELL (SXT) OR TEE (SXSXT) LATERAL LINE PIPE NOTE: INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS. ALL THREADED JOINTS TO RECEIVE TEFLON TAPE. POP-UP SPRINKLER ROOF LINE MOUNTING BRACKET WIRELESS RAIN SENSOR NOTE: MAXIMUM LINE OF SIGHT FROM RAIN SENSOR TO RECEIVER IS 500-FT. DISTANCE IS LESS IF OBSTRUCTIONS EXIST. WIRES TO / CONTROLLER NOTE: MOUNT WIRELESS RAIN SENSOR ON ROOF EAVE SURFACE WHERE IT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. I I WEATHER SENSOR WATERPROOF CONNECTION: :0-INCH LINEAR LENGTH OF WIRE,. COILED CONTROL ZONE KIT: SEEEE LEGEND FOR TYPE INSTALL 6-INCH MIN. ABOVE HIGHEST POINT OF DISCHARGE UV RESISTANT PVC SCH 40 PIPE (1 OF 2) FINISH GRADE/TOP OF MULCH PVC SCH 40 ELL (1 OF 2) PVC LATERAL PIPE N I DRIP ANTI -SIPHON ASSEMBLY MAINLINE, SEE LEGEND FOR TYPE. DRIP EMITTER CONTROL VALVE ASSEMBLY, SEE LEGEND FOR TYPE. OE PLAN VIEW - N.T.S. E I DRIP LINE LAYOUT PLACE EMITTERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF SHRUB. ADJUST. PER ROOTBALL SIZE TYPICAL. PVC LATERAL LINE PIPE, SEE-111 SPECIFICATIONS FOR TYPE AND DEPTH REQUIREMENTS PLAN VIEW - N.T.S. DRIP LATERAL - PVC SCH 40 PIPE. SHRUB EMITTER DETAIL (TYPICAL), SEE DETAIL ON THIS SHEET BACKBONE LATERAL - PVC SCH 40 PIPE. FLUSH VALVE. SEE DETAIL ON THIS SHEET ^.00T BALL OF SHRUB FOR SHRUBS USE ONLY: PC-XX-1032 PC MODULES - SERIES (5.0, 7.0 PER OUTLET ), INSTALL WITH MODEL PFR/FRA, PRE -ASSEMBLED POLYFLEX RISER ADAPTER. FOR TREES USE ONLY: • PC-24-1032, PC MODULES SERIES (24.0 GPH PER • OUTLET ), INSTALL WITH MODEL PFR/FRA, PRE -ASSEMBLED POLYFLEX RISER ADAPTER. NOTE: PROVIDE EMITTERS QUANTITIES AS INDICATED BELOW (SEE IRRIGATION MATERIAL LEGEND- SHEET L2 1) SHRUB 2 (5.0 GPH) EMITTERS, PER "LOW" WATER USE SHRUBS 2 (7.0 GPH) EMITTERS, PER "LOW - MODERATE" AND "MODERATE" WATER USE SHRUBS TREE 2 ( PCB.25 GPM) BUBBLERS, PER TREE LANDSCAPE ARCHITECTS FEELS THAT BASING THE NUMBER OF EMITTERS ON PLANT SIZE AT THE TIME OF INSTALLATION ENSURES THAT THE PLANT'S ROOTS WILL RECEIVE ADEQUATE WATER DURING THEIR INITIAL ESTABLISHMENT PERIOD.. THE SYSTEM DESIGN ALLOWS FOR THE MAINTENANCE CONTRACTOR TO ADJUST THE NUMBER OF EMITTERS IN RESPONSE TO PLANT GROWTH RATE AND CHANGING WATER REQUIREMENTS AS THE PLANTS MATURE. J I DRIP LINE INSTALLATION 1—III-11 Ind III I —I I I I-1 1111E1 1 11 i I 1-111—I _ I — — - III1=—I PVC SCH 40 TEE OR ELL SECTION VIEW - N.T.S. 0 I DRIP EMITTER DATE CVWD PLAN # PC MODULES SERIES WITH PC DIFFUSER CAP EMITTER MODEL PFR/FRA, PRE -ASSEMBLED POLYFLEX RISER ADAPTER FINISHED GRADE PVC LATERAL LINE These plans have been reviewed by the Coachella Valley Water District ha 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 USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. WATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 4131631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. ■ DATE REVISION fG Z 0 CC Qa ««« Z 0 cc ed co aCOo 01 C< _ d Z 0 0 COI — SHEET DESCRIPTION IRRIGATION DETAILS DESIGNED CG DRAWN CG CHECKED MMc DATE 02/18/16 JOB NO. 616q'I6 CAD FILE 975_ID.dwg SHEET NUMBER 1 R-3 I REMOTE CONTROL VALVE (DRIP) ■ Q I REMOTE CONTROL VALVE q OF 15 SHEETS e PLAN SET "A" 2-18-16 • • 'ION 02810 'SCAPE IRRIGATION 1 - GENERAL iummary s the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation actory to the Owner. ie work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the drawings, se specifications, and as necessary to complete the contract. ;onstrucfion Drawings e to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall lily investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may luired to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in a manner as to avoid conflicts between irrigation systems, planting, and architectural features. work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. I an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown on both. The Landscape :ect shall have final authority for clarification. e Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade antes or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should night to the attention of the Landscape Architect as soon as detected. In the event this notification is not performed, the Irrigation Contractor assume full responsibility for any revision necessary. )uality Assurance wide at least one English speaking person who shall be present at all times during execution of this portion of the work and who shall be ighly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and who shall direct all performed under this section. nufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish ions covering paints not shown in the drawings and specifications. local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these specifications shall not he -ued to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe ials, workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the ;ions of these specifications and drawings shall take precedence. materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no onal cost to Owner. a Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public rifles, verify permits secured or arrangements made by others affecting the work of this section. State of California licensed contractor is 'mended, Submittals derials List: ar award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the Owner a fete list of all irrigation system materials, or processes proposed to he furnished and installed as part of this contract. a submittals shall include the following information: :itle sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal number. 'index sheet showing the item number (i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter tries). the item model number (i.e. I-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. e catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not submit parts exploded diagrams, price lists or other extra information. e catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and 'ed sizes shall be circled on the catalog cuts. ibmittals for equipment indicated on the legend without manufacturer names, or "as approved", shall contain the manufacturer, Class or Pule, ASTM numbers and/or other certifications as indicated in these specifications. amittal format requirements: Tmittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. bmittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. ibmittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. a Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No changes without pproval. nufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the ntee. a Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described bstitutions: ie Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation drawings and 'cations, he may do so by providing the following information to the Landscape Architect or Owner's authorized representative for approval. anges without City approval. wide a written statement indicating the reason for making the substitution. wide catalog cut sheets, technical data, and performance information for each substitute item. wide in writing the difference in installed price if the item is accepted. Existing Conditions e Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical y, and telephone line connection to the irrigation system. 3ation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the project prior to art of construction. Should a discrepancy exist, notify the Landscape Architect and Owners authorized representative prior to beginning ruction. or to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered ground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between such obstacles and the sed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for relocations. The Contractor will ed in the same manner if a rock layer or any other such conditions are encountered. e Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. Contractor shall at his own cost; all damage resulting from his operations or negligence. a Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. a Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. e Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to his Lions. ntractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour notice, prior to g off or modifying any existing irrigation system. Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged by the ruction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing caped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. nspections e Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of the work hall provide safe access for such visits. 'ere the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, iris authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, ir, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. Should any work be covered ut testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. ill valves shall be of the manufacturer, size, and type indicated on the drawings. ill valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards tomatic Control Valves. itomatic control valves shall be of the manufacturer, size, and type indicated on the drawings. itomatic control valves shall be electrically operated. 2.06 Valve Boxes A. Valve boxes shall be fabricated from a durable, weather -resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be green in color (tan color in decomposed granite) and 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. The plastic irrigation valve box cover shall be an overlapping type. 2.07 Automatic Controller A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. 2.08 Electrical A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.09 Low Voltage Control Wiring A. Remote control wire shall be direct -burial AWG-UF type, size as indicated on the drawings, and in no case smaller than ',4 gauge. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings 1.07 Storage and Handling A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the acceptance of the. Landscape Architect and Owner and at no additional cost to the Owner. B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. 1.08 Cleanup and Disposal A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off -site in a legal disposal area. 1.09 Completion A. At the time of the pre -maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor, Punch list to be checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post -maintenance period or final inspection the work will be re -inspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing agencies. B, The Owner's authorized representative shall have final authority on all portions of the work. C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, paving or other improvements of any kind as a result of the work. 1.10 Guarantee A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion.o B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of written notice from Owner. When the nature of the repairs as determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may proceed to make repairs at the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary repairs to correct same shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. C. Guarantee shall be submitted on Contractors own letterhead as follows: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT NAME: PROJECT LOCATION: CONTRACTOR NAME: ADDRESS: TELEPHONE: SIGNED: DATE: PART 2 - MATERIALS 2.01 Summary Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. 2.02 Pipe A. Pressure supply lines 1 1/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to ASTM D1785. B. Non -pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D1785. 2.03 Metal Pipe and Fittings A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. B, Fittings shall be medium brass, screwed 125-pound class. C. Copper pipe and fittings shall be Type "K" sweat soldered. 2.04 Plastic Pipe and Fittings A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM D1785 C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and ASTM D2466. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the manufacturer's recommendations. Cement shall be of a fluid consistency, not gel -like or ropy. Solvent cementing shall be in conformance with ASTM D2564 and ASTM D2855. F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall be non -lead base Teflon paste, tape, or equal. 2.05 Valves A. Ball Valves 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. C. Automatic Control Valves: 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. 2. Automatic control valves shall be electrically operated. 2.06 Valve Boxes A. Valve boxes shall be fabricated from a durable, weather -resistant plastic material resistant to sunlight and chemical action of soils. B. The valve box cover shall be green in color (tan color in decomposed granite) and 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. The plastic irrigation valve box cover shall be an overlapping type. 2.07 Automatic Controller A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. 2.08 Electrical A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. B. All electrical work shall conform to local codes and ordinances. 2.09 Low Voltage Control Wiring A. Remote control wire shall be direct -burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Connections shall be of the manufacturer, size, and type as indicated on the drawings C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller door). 2.10 Irrigation Heads and Drip Emitters A. Irrigation heads and drip emitters shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate indicated on the drawings. B. Irrigation heads and drip emitters shall be used as indicated on the drawings. PART 3 - EXECUTION 3.01 Site Conditions A. Inspections: G. In solvent welding, use only the specified primer and solvent cement and make all joiis ns strict accordance with the manufacturer 's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. I. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic -to -plastic connections shall be assembled using Teflon tape or Teflon paste. K. For plastic -to -metal connections, work the metal connections first. Use a non -hardening pipe dope an all threaded plastic -to -metal connections, except where noted otherwise. All plastic -to -metal connections shall be made with plastic female adapters. 3.05 Controller A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before installation. The electrical service shall be coordinated with this location. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 3.06 Control Wiring A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines whenever possible. B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20 feet. C. All connections shall be of an approved 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 change, and one of 24 inches shall be provided at each remote control valve. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be used without prior approval. 3.07 Valves A, Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. B. Valve shall be installed in shrub areas whenever possible. C. Install all valves as indicated in the detail drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 3.08 Valve Boxes A. Valve boxes shall be installed in shrub areas whenever possible. 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 B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with their tops this installation may properly commence. 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. 3.09 Irrigation Heads and Drip Tubing A. Irrigation heads and drip tubing shall be installed as indicated on the drawings. 1. Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings 2. Riser nipples shall be of the same size as the riser opening in the sprinkler body. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3.10 Miscellaneous Equipment A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as recommended by the manufacturer. 3.11 Flushing the System A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. B. Irrigation heads shall be installed after flushing the system has been completed. 3.12 Adjusting the System A. Contractor shall adjust valves align heads, and check the coverage of each system prior to coverage test. E. Diagrammatic Intent: B. If it is determined by the Landscape Architect or Owners authorized representative that additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. C. The entire system shall be operating properly before any planting operations commence. 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer's recommendations. B. Discrepancies: 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. C. Grades: 1. 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. 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed to begin. D. Field Measurements: 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. 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 at no additional expense to Owner. F. Layout: D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, 3.13 Testing and Observation and automatic controller. 2. Layout irrigation system 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. G. Water Supply: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. H. Electrical Service: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no additional expense to Owner. 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3.02 Trenching A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area these dimensions shall be considered below subgrade. B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. C. Provide minimum cover of 18 inches for control wires. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. E. Provide minimum cover of 9 inches for non -pressure lines. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3.03 Backfilling A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. C. Flooding trenches in lieu of tamping is not allowed. D. Under no circumstances shall truck wheels be used to compact backfill. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 3.04 Piping A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. B. Cutting or breaking of existing pavement is not permitted. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for visual inspection and verification. D. Remove all dented and damaged pipe sections. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. F. Parallel lines shall not be installed directly over each other. A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, Owner, and governing agencies. B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting any planting. E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. 3.14 Maintenance During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings.T 3.15 Completion Cleaning Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. END OF SECTION CITY OF PALM DESERT MAINTENANCE 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow the maintenance schedule & guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current edition. REFER TO SHEET PS-1 FOR CITY OF PALM DESERT MAINTENANCE GUIDE LINES DATE CVWD PLAN # 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 kindmay 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE AROITrECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re -use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION «aaa< - SONRISA O O r < W 2 Q W a �a 0 < 2 -Nicola O 0,-aCO a nrit Zoom @Oa CO SHEET DESCRIPTION IRRIGATION SPECIFICATIONS DESIGNED CG DRAWN CG CHECKED MMc DATE 02/IS/16 JOB NO. CAD ALE 6,160176 97SJD.dwg SHEET NUMBER I 4 10 OF 15 SHEETS ■ e PLAN SET "A" 2-18-16 NOTE: ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPEC I MEN FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A ' REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURE ING POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPEC IF I CAT I ONS SHALL ADDRESS CAL I PER, HE I GTH 4 WIDTH OF TREE / SHRUB. ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA NURSERY ISA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS' THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE C I TY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SO I L TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH ORDINANCE ISBI; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED COMPOST FROM COACHELLA VALLEY COMPOST FACILITY OR CAL BIOMAS. COMPOST QTY. AS FOLLOWS' I GALLON SHRUB 5 GALLON SHRUB 15 GALLON SHRUB 24" BOX TREE 36" BOX TREE I SHOVEL 2 SHOVELS 3 SHOVELS 4 SHOVELS 5 SHOVELS NOTE • CONTRACTOR SHALL INCLUDE 2 LOW VOLTAGE LIGHTS PER MODEL. NOTE: ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERT'S "LOW WATER ORDINANCE" AND FOLLOW THE MAINTENANCE SCHEDULE 4 GUIDELINES ESTABLISHED IN THE CITY OF PALM DESERT'S "DESERT FLORA MAINTENANCE GUIDE, CURRENT EDITION. NOTE• TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENTS O R RIGHT-OF-WAY WITHOUT FIRST O BTAINING AND ENCROACHMENT FERMI T FROM CVWD NOTE • NO TREES SHALL BE PLANTED WITHIN C.V.W.D EASEMENT OR RIGHT -OF WAYS. N OTE: NO CONFLICTING UTILITIES WITHIN PROJECT AREA. 0 00 • FTl TI IIIIIIII PRODUCTION TREE- INSTALL 1' _le ODUCTlc d4 PLAN C Z_ IV CO • PRODUCTION \ TREE- UPSIZE TO / 56 ' BOX PRODUCTION TREE- UPSIZE TO 56" BOX VT/L /7Y SYMBOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY PULLBOX (FLUSH) MAILBOX I1"XSO" ELECTRICAL BOX (FLUSH) r7"XSO" TELEPHONE BOX (FLUSH) 01"X9" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / POWER FED. FIRE HYDRANT WATER METER YAW DRAIN GRATE / INLET PRODUCTION VINES- UPSIZE ALL irO 15 GALLON PRODUCTION TREE- UPSIZE ,TO 24" BOX I IV c) c.D a CPI PRODUCTION TREE- INSTALL ® BUBBLER BOX DRAIN PIPE FLOW LINE AS 36) / AS 36) rt<C)Ld TION " PLAN WATER LINE AS PRODUCTI ON YREE - INSTALL 'PER FRODU:.TION PLAN' UCTION T ZEE• • I NSTAL-LCD PER .ODUC TIO�i,t ELAN / FIE /T SCE /96N LS 91 FRANk SINATRA NOT TO SCALE 0' DATE CVWD PLAN # SCALE: I" = 20' 20' 40' KEY MAP City ,9 NORTH 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. z 0 4.7 0 O oe ««< 0 0 co IX 0 J ZU0 asOpCdpo CC vg 8 Q r a d N O cogic z co T W QN C =2cc z zoo, Q.CCI-0 EDI-00 SHEt i uouur i iuN MODEL TREE PLAN DESIGNED RH DRAWN MJ CHECKED RH DATE 02/18/16 JOB NO. 616G76 CAD FILE SHEET NUMBER P L-1 II OF 15 SHEETS PLAN SET "A" 2-18-16 NOTE - ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURE ING POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 300 AND ARIZONA NURSERY ISA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE C I TY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. I N COMPLIANCE WITH ORDINANCE 1881; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED COMPOST FROM COACHELLA VALLEY COMPOST FACILITY OR CAL B I OMAS COMPOST QTY. AS FOLLOWS: I GALLON SHRUB 5 GALLON SHRUB IS GALLON SHRUB 24" BOX TREE 56" BOX TREE I SHOVEL 2 SHOVELS B SHOVELS 4 SHOVELS 5 SHOVELS NOTE• NO CONFLICTING UTILITIES WITHIN PROJECT AREA. NOTE• NO TREES SHALL BE PLANTED WITHIN C.V.W.D EASEMENT OR RIGHT -OF WAYS. NOTE: SEE SHEET FL-2 FOR REAR YAW PLANTING LEGEND NOTE • ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERT'S "LOW WATER ORDINANCE" AND FOLLOW THE MAINTENANCE SCHEDULE GUIDELINES ESTABLISHED IN THE CITY OF PALM DESERT'S "DESERT FLORA" MAINTENANCE GUIDE, CURRENT EDITION. NOTE • TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM CVWD. 1i 1'+10 s0 MMMM N FORMER PRIMARY PULLBOX 28 UTILITY 5YMEOL LEGEND TYPICAL A/C LOCATION TRANSFORMER (ABOVE GROUND) PRIMARY FULLBOX (FLUSH) MAILBOX 17"X30" ELECTRICAL BOX (FLUSH) 17"X30 TELEPHONE BOX (FLUSH) 9"Xcl" CABLE TV. BOX (ABOVE GROUND) IRRIGATION CONTROLLER / PONES FED. FIRE HYDRANT WATER METER YARD DRAIN GRATE / INLET PRODUCTION SI-IRIS- ALL I GALLON TO 5 5 GALLON TO IS PRODUCTION SHRUBS ALL I GALLON TO 5 5 GALLON TO 15 WATER LINE WATER LINE ® BUBBLER BOX DRAIN PIPE 13+00 0r)1 FLOW LINE m 0I cC W CD ��• - WePI NI �! 'fl!tip u E,R 1 �: SL. f�� .,64 _rwa_, VAWri FRANK SINATRA NOT TO SCALE /T SOO y��STq �C�/Cy �i0 R.C� c �qy 10 KEY MAP SCALE • I H = 20' 1111m.m." 0' 20' 40' 60' NORTH DATE CVWD PLAN # 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 be planted or installed in CVWD and USBR easements or Right -of -Way without first obtaining an encroachment permit from CVWD. \VATER MANAGEMENT DEPARTMENT DEVELOPMENT SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGIWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 4434446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION ««« Z 0 cc 0 C 0 0 T .2 W J v cc0 U co � o d•0 e30 ct et 0 N en Q R N 0 r: Q co CC Q 0 Z 1 yWy a) 6:< L wC Qco0 3c025 =a< z zoo2 COL( SHEET DESCRIPTION REAR YARD SHRUB PLAN DESIGNED WP DRAWN NC CHECKED LLM DATE 02/15/16 JOB NO. 616976 CAD FILE SHEET NUMBER PL-2 12 OF 15 SHEETS PLAN SET "A" 2-18-16 TREE AND ACCENT LEGEND SYMBOL VINES SYMBOL ALL TREES TO BE LOW BRANCHING SINGLE TRUNK OR MULTI -BRANCHED AS NOTED ALL TREES TO HAVE LOWER BRANCHES IN -TACT. NO LIFTING OF CANOPY OR TOPPING OF TREES IS PERMITTED WITHIN THE CITY OF PALM DESERT. DESCRIPTION SIZE COUNT REFLECTS G.V.W D. TOTAL JOB (W U C O L S )- QUANTI TY REGION 6 QTY ACACIA STENOPHYLLA 36" BOX LOW BRANCH 4 SHOESTRING ACACIA CITRUS -VALENCIA ORANGE 36" BOX LOW BRANCH 2 DWARF ORANGE FROM COACHELLA VALLEY GROWERS ONLY CHAMAEROPS HUM ILIS MED. FAN PALM OLEA EUROPAEA 'SWAN FRUITLESS OLIVE PARKINSONIA FLORIDA BLUE PALO VERDE 24" BOX MULTI -TRUNK 56" BOX MULTI -TRUNK HILL' 36" BOX LOW BRANCH 56" BOX LOW BRANCH 2 2 2 *4 TEMPORARY MODEL TREES TO BE PLANTED IN THEIR BOXES AND TO BE RELOCATED AT MODEL BUILD -OUT. ALL VINES TO BE STAKED DESCRIPTION BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA GELSEMIUM SEMPERVIRENS CAROL I NA JESSAMINE LONICERA JAPONICA 'HALLIANA' HALLS HONEYSUCKLE SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH ORDINANCE 1551; PLANTS SHALL BE BACKF I LLED WITH LOCALLY PRODUCED COMPOST FROM COACHELLA VALLEY COMPOST FAG IL I TY OR CAL SIGMAS COMPOST QTY. AS FOLLOWS* I GALLON SHRUB 5 GALLON SHRUB 15 GALLON SHRUB 24" BOX TREE 56" BOX TREE I SHOVEL 2 SHOVELS 3 SHOVELS 4 SHOVELS 5 SHOVELS NOTE' CONTRACTOR SHALL INCLUDE 2 LOW VOLTAGE LIGHTS PER MODEL. WATER NEED LOW 0.2 MOD 0 5 MOD 0 5 LOW O2 LOW 0.2 MOD 0 5 COUNT REFLECTS TOTAL JOB C V W.D. QUANTITY (W U C O L S.)-REG I ON SIZE QTY. WATER NEED 15 GAL 10' O.G. 15 GAL 10' O.G. 15 GAL 10' O.G. 15 MODEL MOD 0.5 4 PRODUCTION a MODEL MOD 0.5 I PRODUCTION I PRODUCTION MOD 0.5 NOTE: ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ACCEPTED. ALL PLANT MATERIAL SHALL MEET THE AMERIGAN NURSERY STANDARD ANSI 300 AND ARIZONA NURSERY ISA STANDARDS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS' THE CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL SHRU»S / GROUNDGOVER LEGEND SYMBOL DESCRIPTION S 0 a AGAVE AMERICANA CENTURY PLANT BOUGAINVILLEA "RASPBERRY ICE" BOUGAINVILLEA CALL ISTEMON VIMINALIS 'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH CARISSA MACROCARPA `GREEN CARPET' GREEN CARPET NATAL PLUM DASYLIRON WHEELERI DESERT SPOON DODONAEA VISCOSA HOPSEED BUSH ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS HESPERALOE PARV I FLORA RED YUCCA LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA L AVANDULA ANGUSTIFOLIA L AVENDER L EUCOPHYLLUM GANDIDUM SAGE NASSELLA TENUISSIMA MEXICAN FEATHER GRASS COUNT REFLECTS TOTAL JOB QUANTITY SIZE QTY. 15 GAL 6 5 GAL 6 5 GAL I 5 GAL 4 15 GAL 2 15 GAL 15 5GAL I (5" dia min) 5 GAL ci 5 GAL 5 GAL 15 GAL 5 GAL a 5 II NOTE ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED THE CITY OF PALM DESERT'S "LOW WATER ORDINANCE" AND FOLLOW THE MAINTENANCE SCHEDULE P$ GUIDELINES ESTABLISHED IN THE CITY OF PALM DESERT'S ' DESERT FLORA" MAINTENANCE GUIDE, CURRENT EDITION. NOTE • TREES, PLANTS WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN CVWD AND USSR EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT FERMI T FROM CVWD. NOTE• NO TREES SHALL BE PLANTED WITHIN C.V W D EASEMENT OR RIGHT -OF WAYS. NOTE • NO CONFLICTING UTILITIES WITHIN PROJECT AREA. DATE (W U G O L.S.)- REG I ON-6 SPACING WATER NEED 6' O.G. 8' O.G. 6' O.G. 6' O.G. 5' O.G. 5' O.G. 3' O.G. 4' O.G. 6' O.G. 2' O.G. 5' O.G. 2' O.G. CVWD PLAN # LOW O2 MOD 0 5 MOD 0 5 MOD 0 5 LOW 0.2 MOD 0.5 LOW 0 2 LOW 02 MOD 0.5 MOD 0 5 LOW 0.2 LOW 0.2 err a'•,,,..�.--•,,.- 11 ..:.,.'/ 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 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 SERVICE DEPARTMENT SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHRECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 4431446 FAX (949) 443-1631 7-31-16 Renewal Date 02-I&-I6 Date 4P/ OF CALIF These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. z O oe m vI Ill -J CC ZU°1° N W CC o44o Z CC CO ¢ 1 N 8 s C -44 10 _ ¢5 Cr 0a co o "c co-1 Mr ZVO2 Qa¢I-o COI -cc SHEET DESCRIPTION MODEL PLANTING LEGEND DESIGNED RH DRAWN MJ CHECKED RH DATE O2/1E5/16 JOB NO. 6160116 CAD FILE SHEET NUMBER P L-3 13 OF 15 SHEETS I PLAN SET "A" 2-18-16 I ' 11 111 2 X DIAMETER OF ROOT BALL I. SHRUB- REFER TO PLAN FOR TYPE 4 LOCATION 2 2" LAYER OF COMPACTED DECOMPOSED GRANITE - REFER TO TREE PLANTING PLAN FOR SPECIFICATION. TOP OF ROOT CROWN TO BE AT FINAL GRADE 3. FINAL GRADE 4. 5. 6. 7. BAGKFILL- REFER TO SOIL AMENDMENT NOTE PLANT PIT EXCAVATION ROOTBALL UNDISTURBED NATIVE SUBGRADE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. 51 SHRUB °LANTI NS ROW 3 CO ROW 2 ZO ROW — 0 3'-4' F 3'-4' t3'-4' Jr /� I o� o 3/5" STAINLESS STEEL EYE SCREW IN LEAD SHIELDS 2. 12 GA. GALVANIZED WIRE. SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE 3. FUTURE EYE SCREWS 4. ANGLE BACK TRUNK OF VINE TO WALL AND REMOVE STAKE, SECURE TO WIRE 5. MASONRY WALL NOTE: FOR 5 GALLON VINE, INSTALL ROWS I AND 2. FOR 15 GALLON VINE INSTALL ROWS I, 2, AND 3. THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS, NOT BUILDING WALLS. VINES AT BUILDING WALLS TO BE ATTACHED TO WOOD TRELLIS. ***ALL VINES TO BE DELIVERED STAKED*** AFTER PLANTING STAKES SHALL BE REMOVED AND ATTACHED TO WIRE AS SHOWN. 41 VINE ATTACHMENT PREVAILING WIND 0/ 12 1/ 12 // PLAN _'I IIHIII —1 I, II1 II—II,4 11_III 111 I1111 I. 'CINCH -TIE' BY V.I.T. CO. (619) 613-1160 TIES TO BE INSTALLED AT LOCATIONS DETERMINED TO BEST SUPPORT THE INDIVIDUAL FORM. 2 LODGEPOLE PINE STAKE x 12' LONG FOR ALL TREES. CUT-OFF EXCESS STAKE TO MINIMIZE DAMAGE TO TREE. 3. 2" COMPACTED LAYER DECOMPOSED GRANITE REFER TO TREE PLANTING PLAN FOR SPECIFICATION. TOP OF ROOT CROWN TO BE AT FINAL GRADE 4. FINAL GRADE 5. SACKFILL- REFER TO SOIL AMENDMENT NOTE 2 X IDAMETER . N. OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERT'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. PLANT PIT EXECAVATION ROOTBALL UNDISTURBED NATIVE SUBGRADE I I TREE STAK I N& 2 V w t o- =o ga D. � O O I- mw IL J/III III IIIII Illlj 2 X DIAMETER J� OF ROOT BALL 0 NOTE - MIN. TWO TIES (TOP $ BOTTOM) REQUIRED. WRAP STAKE TO FORM FIGURE EIGHT. NAIL W/ (I) GALV. NAIL THROUGH EACH TIE INTO POLE. NOTES: ALL PALM TREES ARE TO BE 'BARE ROOT AND MEET THE MINIMUM BROWN TRUNK SPECIFICATION AS INDICATED ON PLAN. I. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- REFER TO TREE PLAN FOR SPECIFICATION 2. TOP OF ROOTBALL TO BE AT SAME ELEVATION AS DUG FROM FIELD. 3 ROOT BALL 4. FINAL GRADE 5. NATIVE SAND BAGKFILL &. UNDESTURBED NATIVE SUBGRADE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERTS CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. PALM PLANT I N& SOIL AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REVIEW AND APPROVAL THE CONTRACTOR SHALL INSTALL ONLY THE SOIL AMENDMENTS RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY THOSE APPROVED SY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH ORDINANCE 1881; PLANTS SHALL BE BACKFILLED WITH LOCALLY PRODUCED COMPOST FORM COACHELLA VALLEY COMPOST FACILITY OR CAL SIGMAS. COMPOST QTY. AS FOLLOWS: I GALLON SHRUB 5 GALLON SHRUB 15 GALLON SHRUB 24" BOX TREE 36" BOX TREE NOTE I SHOVEL 2 SHOVELS 3 SHOVELS 4 SHOVELS 5 SHOVELS NOTE: TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR BUILT IN GVWD AND USER EASEMENTS OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM GVWD. SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SURE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re —use, repro— duction or publication by any method, in whole or port, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION O a ««« Cart co Z ” CC E 2e z W 0 coVV EC tart' co (00W $ ZVO2 CLM 0HVV SHEET DESCRIPTION PLANTING DETAILS DESIGNS) DRAWN CHECKED DATE 02/15/16 JOB NO. 616g76 CAD RE SHEET NUMBER RH MJ RH I PD-1 14 OF 15 SHEETS PLAN SET "A" 2-18-16 GENERAL MAINTENANCE REQUIREMENTS I. GENERAL SITE PLANNING II. GENERAL NOTES I. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work herein specified. All maintenance work shall meet or exceed the the City of Palm Deserts "Low Water Ordinance"; and follow the maintenance schedule . guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current edition; and the CVWD landscape / irrigation maintenance requirements and standards. All tree and plant pruning shall be performed by a licensed arborist and a C2-I licensed landscape contractor and meet ANSI A500 practices. On going maintenance after turnover to the homeowners association or an individual homeowner shall meet the following minimum requirements. WEEKLY BASIS: I) Irrigation system shall be visually inspected while routine weekly maintenance is being performed. Contractor shall look for and repair broken nozzles, drip emitters, leaking valves and broken lateral lines. Repairs shall be made immediately with exact replacement parts. 2) Lawns to be mowed 3) Trees and shrubs obstructing views, sidewalks or brushing against buildings shall be pruned. 4) All landscape areas shall be reviewed for fungus and pest Infestations. contractor shall treat accordingly 5) Decomposed granite shall be raked , compacted and maintained in a neat condition. 6) Dead leaf debris and spent blooms to be removed from plants and planting beds. 1) Dead / dying plants shall be identified and a determination made if the plant(s) need specialized corrective care or replacement. Those plants that require supplemental care or watering shall receive the necessary corrective action at the time intervention is deemed necessary. Plants that are dead shall be removed and replaced with a "like" plant unless the contractor determines the plant should be replaced with a different specie or not replaced at all. Corrective action / replacement recommendation shall be reviewed and approved by the Association property manager or the home owner prior to execution. At no time should any plant or tree that is identified as a potential danger to persons or property be left in place. Corrective action for damaged plants that can be of a hazard shall be corrected, removed or replaced at the moment the hazard is identified. MONTHLY BASIS: This work is to be performed In addition to weekly maintenance. I) Contractor shall run each irrigation valve to check for proper irrigation coverage and system operation. leaky valves, broken heads, nozzles and pipes shall be corrected immediately with "like" replacement parts. 2) Contractor shall review watering times and make necessary adjustment to insure areas are not being over or under watered. 3) Spray planting beds for weeds such as Nutsedge, Bermuda, Milkweed and Bindweed. QUARTERLY BASIS: This work 1s to be performed in addition to weekly and monthly maintenance. I) Contractor shall conduct a detailed project walk. A written summary shall be prepared and submitted to the Association manager or homeowner. The summary shall be specific and identify/ make recommendations for items that need corrective action above and beyond the specified monthly and weekly maintenance. The summary shall include recommendations for pest control, fertilizing, mulching, overseeding, equipment replacements, as well as plant specific issues and concerns . The summary shall list recommendations / options and identify when such corrective actions need to take place. BIANNUAL BASIS: This work is to be performed in addition to weekly monthly and quarterly maintenance. I) The contractor, property manager or homeowner shall walk the property. Issues related to continual problems such as pests, plants dying, maintenance challenges, equipment problems in addition to specific problem trees or plants shall be reviewed and correction actions taken. 2) All trees to be reviewed and evaluated. Trees / plants that are of problematic form, size, shape or have foreseen rooting or breakage concerns shall be identified and corrective action plan is to be established. This plan shall include recommendations of removal with replacement of like specie, removal and replacement with different specie or removal without replacement. ANNUAL BASIS: This work is to be performed in addition to weekly, monthly, quarterly and biannual maintenance. I) Property Manager and contractor shall meet on site with association board members to review, discuss and modify these minimal continuing maintenance guidelines and requirements. These guidelines shall be considered as minimum requirements. The parties may agree to strengthen these requirements but shall not lessen any of these maintenance requirements. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE SPECIALIST. A. Weed Control for planting Areas (Except Slopes) I. Remove all existing weeds from site. 2. Install Irrigation. 3. A State of California Licensed pest control applicator shall apply systemic weed killer to all proposed planting areas per manufacturer's specifications. B. Soil Preparation 6 Finish Grading I. Rough grade: Site to be received by Landscape Contractor to within I/10 foot plus or minus by owner based upon Civil Engineer's grading plan. 2. Finish grade: Finish grading to consist of grading, raking and hand work necessary to achieve desired contour and flow line patterns, based upon Civil Engineer's plans, resulting in evenly finished surfaces free of debris and litter. 3. Shape mounds as shown on the tree planting plans. Contractor to import soil necessary to attain design grades and berms. All import soil shall be free of weeds, debris, and shall be similar to existing site soils in texture, type and chemical analysis. Finish grading shall be free of depressions or high spots, to provide smooth and even surfaces for proper drainage. Final grade shall be I" below walk/top of curb. Remove from the site all stones over 2" in size. 4. Top dress all shrub areas with a final 2" layer of compacted decomposed granite. Refer to the Tree Planting Plans" for material specification. C. Planting Plant trees, vines and shrubs as called for where indicated on P lanting Plans and as detailed on Planting Detail sheet. P lant substitutions are not permitted. Any modification or substitution to these plans shall be approved by the City of Palm Desert prior to execution. Stake only those trees needed as detailed on Planting Detail Sheet. D. Plant Purchases ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN FOR ALL TREES / SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS: THE CITY OF PALM DESERT LANDSCAPE INSPECTOR RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL E. Plant Deliveries The contractor shall coordinate plant deliveries with the Landscape Architect. The contractor shall provide minimum /2 hour advance notice of plant deliveries permitting Landscape Architect ample time to also notify the City of Palm Desert landscape inspector of plant delivery dates and times. 2. The landscape contractor is obligated to insure plants loaded on delivery trucks prior to site delivery are those plants previously approved by the Landscape Architect and the City of Palm Desert Landscape Inspector. 3. Any plants that are not those previously approved, or those that do not meet the minimum specifications established though the photograph and specification submittal process shall not be loaded and delivered to the job site. 4. Any plants damaged during loading transportation or off loading shall be replaced. Damage is defined and may Include but is not limited to trunk scaring, broken limbs, defoliation and wind burn. The Landscape Architect and the City of Palm Desert Landscape Inspector reserve the right to reject any $ all plant material. F. Plant Storage Prior to plantdeliveries, the contractor shall establish a staging area where deliveries are to be received. This staging area shall be adjacent to the installation area however away from heavy construction and equipment that may cause damage. 2. The contractor shall provide manpower as needed to adequately maintain plants located in the staging area. This includes but is not limited to hand watering, protection from wind or other damage and theft. A. B. Clean -Up I. After all installation operations have been completed, remove all rubbish, excess soil, empty plant containers and trash from the site daily. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in broom -clean condition at the end of each working day. Sweep all paved areas, including walks and patios, upon completion of all work. Maintenance I. The Contractor shall maintain during installation a sufficient number of workers and adequate equipment to perform the work herein specified. all maintenance work shall meet or exceed the the City of Palm Desert's "Low water ordinance'; and follow the maintenance schedule $ guidelines established in the City of Palm Desert's "Desert Flora' Maintenance Guide, current edition. 2. After all work has been completed, Inspected and accepted, all areas will be maintained for a period of ninety (q0) calendar days or as long as is necessary to establish thriving trees, vines $ shrubs. 3. Keep all areas weed -free, adequately watered, and neat for the ninety (q0) day period. Remove all debris from site and keep the entire site broom -clean. 4. Damage to any planted area shall be repaired immediately. Depressions caused by vehicles or foot traffic shall be filled with topsoil, leveled and replanted Exterminate gophers, moles and repair damage. Decomposed granite shall be replaced as needed. 5. The project shall be so cared for that a neat, clean condition will be presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a minimum of one weekly visit for maintenance purposes. 6. The Contractor shall request a final site visit seven (1) days prior to the end of the maintenance period. This request shall be written and directed to the Owner and the Landscape Architect Upon written acceptance of the project, the Contractor shall be relieved of any further maintenance. C. Guarantee All plant installations shall be guaranteed to live and grow to a period of ninety (q0) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced by the Contractor at no cost to the Owner. D. Observation I. Observation visits specified herein shall be made by the Landscape Architect or his representative. The Contractor shall request observation at least two (2) working days in advance of the time that the observation is requested. 2 Observation visits are suggested for the following parts of the work: a. Upon completion of grading and soil conditioning prior to planting. b. When trees are spotted for planting, but before planting holes are excavated. c. Written acceptance of the project to release the Contractor from further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. E. Verification of Dimensions I. All scaled dimensions are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions and quantities, and shall immediately notify the Landscape Architect of any discrepancy between the drawings and/or specifications and actual Condit'ons. No work shall be done in any area where there is such a discrepancy until approval for same has been given by the Landscape Architect. F. Utilities I. The Contractor shall be responsible for verifying the location of all underground utility lines prior to any construction, so that proper precautions may be t ken not to damage such lines and plant locations, promptly notify the Landscape Architect who will arrange for relocations of one or the other. Failure to follow this procedure places upon the Contractor the responsibility for, at his own expense, making any and all repairs for damages resulting from his work. CONTRACTOR QUALIFICATION NOTE: ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-S ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED c-2q SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murphy, Inc. and their use and publi— cation shall be restricted to the original site for which they were prepared. Re use, repro— duction or publication by any method, in whole or part, is prohibited except by written permission from Forsum/ Summers & Murphy, Inc. DATE REVISION 02 O a ««« 0 12 0 < a� z Z �a d) ono 4 E� <c0g =a� zoos COI-oo SHEET DESCRIPTION P LANTING S PECIFICATIONS DESIGNED DRAWN CHECKED RH MJ RH DATE 02/IS/16 JOB NO. 6160176 CAD ALE SHEET NUMBER PS -1 PLANTING SPECIFICATIONS I OF 15 SHEETS k.AN SET "A" 2-18-16