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Home My WebLink AboutSpanish Walk Sonrisa Models Landscaoe Plans_1 REVISIONS I SPANISH WALK ® SONRISA REV. BHT. DESCRIPTION DATE BY QLANDS CAN MAX c s '' mw awT FK~Y,S XM M DANA POINT,040C1104A 9" E9 443.%* FAX 00 443-UM TRACT # 33837 �,NDSCgP 7-31-14 pinand CITY OF PALM DESERT CALIFORNIA0060 TF OFLIFO��\P SUBm TTED FOR APPROVAL DATE APPROVED These drawings and/or the DATE accomparyina specifications RELEASED FOR BID ore the exclusive property of MODELS LANDSCAPE PLANS Forsum/Summers do Murphy, DATE Inc. and their use and pubii- CONSTRUCTION SET ISSUED cation shall be restricted to the DATE original site for which they were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by writter -- AGENCY APPROVALS (DORM TO I COMPLETED YiA �`� CONSTRUCTION NOTES AND LEGEND) VICINITY P CONSULTANTS permission from F y, irc. Summers & Murphy, !ec. TURNED IN AT FINAL N�AL. CERTIFICATE OF PROJECT COMPLETION Project Name: Parcel Map or Treat No.: (LANDSCAPE ARCHITECT IRROATIONNOTES MURPHY PARTNERS I Project Location: I�i SUMMERS / MURPHY PARTNERS, I NG. SUMMERS / , Maximum Water Allowance: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 541417 PACIFIC COAST HIGHWAY 541g1 PACIFIC, COAST HIGHWAY (in hundred cubic feet) MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DINAH SHARE DRiVE DANA POINT, CALIFORNIA g2b2a DANA POINT, CALIFORNIA 41262g Estimated Total Annual Water use: CONSTRUCTION ELEMENTS A5 SHOWN ON THE DRAWINGS AND SPECIFIED SI TE PHONE: (7I4) 642-4471 PHONE: (714) 642-447i HEREIN, CONTACT: JOE LA5COLA CONTACT: JOE LA5COLA (in hundred cubic feet) Preliminary Project Documentation Submitted: (initials indicates submittal) 2. ALL YY440R S ALL BE PERFORMED BY A C-21 CALIFORNIA LICENSED AVENUE 35 j., CIVIL ENGINEER ARCHITECT z 1.Grading design plan �A �FFty PANGAEA LAND CON5ULTANT5.ING ROBERT HIDEY ARCHITECTS, INC. n 5. CON5TRUGTOON AND INSTALLATION OF ALL LANDSCAPE IT ¢ EMS SHALL BE L 2554 LA MIRADA, SUITE H 7585 iRVlNE COURT DRIVE #200 2,Landscape design plan ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP GERALD p VISTA CALIFORNIA g2081 IRYINE CALIFORNIA g2618 3. Irrigation design plan TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. -4p ` off, PHONE: (760) 726-4252 PHONE: (414g) 655-1550 l.Irrigation schedules 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR FAX: (760) 72-1-1.405 CONTACT:MARGARET 51CKA WITH THE NATURE AND LOCATION OF AL.L.. UNDERGROUND UTILITIES, PIPES U11 DR. CONTACT: CHUCK GLASS Post installation Inspection: (initials indicate completion) AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF w w A.Plants installed as specified l- SAID UTILITIES, INGLU01" DELAYS. RANCHO MIRAGE o PALM DESERT V) B. Irrigation systems installed as designed SHEET INDEX 5. ANY DISCREPANCIES SETAEEN THE FIELD CONDITIONS AND THE CONTRACT a y Comments: DOCUMENTS AND/OR THE DESIGN INTENT AFFEGTINO THE SUCCESSFUL FRANK SINATRA ° DRIVE -0^' COMPLETION AND C05T OF THE PROJECT SHALL BE REPORTED TO THE U SHEET NO. SHEET DESCRIPTION Q OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. T-1 TITLE SHEET �Z A copy of this certification has been provided to Owner/Developer and District ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE CL-1 CONSTRUCTION LAYOUT Comments: DISCREPANCIES HAVE BEEN RE5OLVED BY THE OY4NER (JO5 0 R VICINITY MAP CD-1 CONSTRUCTION DETAILS SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY N.T.S. CD-2 CONSTRUCTION DETAILS CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 CS-1 CONSTRUCTION SPECIFICATIONS AT THE CONTRACTOR'S RISK AND EXPENSE. LOCATION IP-1 IRRIGATION PLAN It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valley Water District IP-2 IRRIGATION PLAN and The City of Palm Deserts Landscape and Irrigation Guidlines, Lr-6r=NV IC-1 IRRIGATION LEGEND, CALCS AND NOTES (� IC-2 IRRIGATION LEGEND, CALCS AND NOTES ZO 3 3 Landscape Architect Signature Date license No, \ ID-1 IRRIGATION DETAILS DIAMETER (55.60) EXISTING SPOT ELEVATION IS-1 IRRIGATION SPECIFICATIONS F" � FF FINISH FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION 8 IS-2 IRRIGATION SPECIFICATIONS Q U GF GARAGE FLOOR ELEVATION HT HEIGHT PL-1 COMMON AREA PLANTING LEGEND Q WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS S '/��, TP-1 COMMON AREA TREE,VINE & GROUNDCOVER PLANTING PLAN = 3 , TA TOP OF WALL ECR END OF CURB RADIUS ©(/ 4 COMMON AREA SHRUB PLANTING PLAN THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE TOP OF FOOTING ELEVATION TG TOP OF CURS ( r �s�� p REAR YARD PLANTING LEGENDInd PACKASE INCORPORATES A DRIP IRRIGATION SYSTEM. 5A BOTTOM OF WALL 33C BOTTOM OF CURS /4' TP-2 REAR YARD TREE,VINE &GROUNDCOVER PLANTING PLAN Q N THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER T5 TOP OF STEP EJ EXPAN51ON JOINT I � 1, (//nz SP-2 REAR YARD SHRUB PLANTING PLAN USA&E AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE 55 BOTTOM OF STEP SJ SCORE JOINT W j C'/��4,xx PD-1 PLANTING DETAILS REG2IJIREI„tENTS GB CATCH BASIN Sc SA GUT C PS-1 PLANTING SPECIFICATIONS FG FINISH GRADE R RADIUS )" REFER TO SHEET 1P-I THRU IP-b FOR TIME G.V.W,D, WATER CONSERVATION FS FINISH SURFACE RDWD REDW00D j0 CONCEPT STATEMENT. HP HIGH POINT HDR HEADER i\ 1?0�� LP LOIN POINT LA LANDSCAPE ARCHITECT FL FLOA LINEMIMUM CITY OF PALM DESERT LANDSCAPE OG ON CENTER MIAX MAXIMUM 05 CATCH BASIN MJ MASTIC JOINT INSPECTION SCHEDULE TG TOP OF GRATE ELEVATION TYP TYPICAL Q INV INVERT ELEVATION PA PLANTING AREA . I) 5LE1=YiNG ! GRADING 55 1=3OND BEAM ELEVATION NT5 NOT TO SCALE u-' � .� .�,.. I` �I� , UJ Z a. Sleeve dkrmeter, tWe depth and location I O b. Soil surface drainage, elevations and trash (Including weeds 4 rubble) 'b ALIGN ` 2) HAR eCAPE / 5MLVER5-COODLE I.09 GRADIENT IN PERCENTAGE - t� a. Sidewalk and wall layout b, U`�llltiee location c. &aulder true, size, weight and placement 4:1 RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT 3) IRRIGATION SYSTEM R4U6H-IN R RIDGE y ` __ IL a. Trench depth b.c. Pressure test size and !lass i for b hours FRANK SINATP.A -4-T'�TMr O � ( ) � GRADE BREAK '^ CITY OF PALM DESERT � IL 4) PLANT MATERIAL (trees is shrubs) DIRECTION OF FLOW DEPARTMENT OF GoCOMMUNITY DEVELOPMENT KEY m a. Condition APPROVED BY: PROJECT MAP b. Type ------- DRAINAGE PIPE OGG RES.NO STAFF LETTERrb c. P ement OR.G o XARCACTI�O FO L.00AT ION ,� ,� NOT TO 5GAL-E PLAN SET 'A' - CITY/CVWD SUBMITTAL �i 8/25A5 � � � ATRIUM DRAIN BY �- - O�'C PLAN SET `B' GITYIGVIND SUBMITTAL e2 IOIlO/13 SHEET 5) GROUND COVER (Decomposed granite) OONSTRUCTION SHALL COMMENCE wrteHN PLAN.SET `G` — CITY/CVWD SUBMITTAL #3 10/I'7/I3 ! ba.. T e O DECK DRAIN ONE YEAROi THE APPROVAL PLAN SET PLAN SET 'E' - �TY/GVAD SUBMITTAL 05 11TAL *4 116/15 121AS c. Depth acing CITY APPROVAL NOTES 8 RH b) FINAL 0 TURF DRAIN DRAWN a. Irrigation r 31--� PROPOSED? CONTOUR NOTE; These plans have been reviewed by the Coachella Valley Watt;District in � * Valves, boxes and wiring APPROVED n n ANY GHANGE5 TO THE APPROVED PLAN MUST BE 5115MITTE0 IN WRITING TO rN A T S R accordance e w Water Code Title 7,Division 1,Chapter 3,Article 10.8,section RH " controller ration and site specific, t Irrl tion - �r P ROVE o - THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION t se q requiring efficient landscape and irrigation design in cooperation Kith sehaduie °p° ---3l--'' EX15T1NG CONTOUR the local governing agency(City or County)."Approval of this drawing by CVWD 00 DA71E --,,, -- + staff does not constitute approval to encroach into district and USBR Rights-of-Way. I I-21-(�✓ (required by City of Palm Desert Water Efficient Landscape --.. NOTE: Q S T R t C Trees,plants,walls,and permanent structure of any kind may not be planted or )OB NO. Ordinancel C. .-...�� BERM - BUILT-UP LANDSCAPE rr DE _:: R�4=, R G G : ALL CONCRETE, MASONRY, WOOD AND STEEL. NORK IDENTIFIED A5 installed in CVWD and i3sBR easements or right-of-w shout first obtaining an b lb9?5 Sprinkler, bubbler and / or drip emitter t9po, glow rate and , ., PART OF THESE PLANS ARE NOT PART OF TIME CITY OF PALM DESERT'5 encro chment permit from CVWD. v Z CAD FILE quay tI4 per plant. —DETAIL REFERENCE l��d�S� PE MANAGER: LANDSCAPE DEPARTMENT'5 INSPECTION AND APPROVAL PROCESS. `/ 3 * As bui t Overall operation —SHEET LOCATION DATE R A NT DE T j M SIFT NUMM • • i� IT 15 THE OWNER'S RE5PON515ILITY TO OBTAIN ANY ADDITIONAL —f b. Tree staking -----SECTION REFERENCE 1 APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO 5E L40990. 4O 9O Overall PERFORMED AS PART OF THESE PLAN5 / 5PECIFIGATIONS UNDER OTHER CVWD PLAN# DE LOP S "ICEDEPARTMEN T�i NOTE" SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER l —SHEET SHEET LOCATION DEPARTMENT'S JURISDICTION. � � ! ATTEMPTS TW-tRE WILL Be A FEE ASW55W FOR ANY RE-IN5PEGTION5. i I OF 20 SI$TS16 1 PLAN ET" t 1)-21-13 NOTES: CONSTRUCTION UT/L/rY SYMt�OL L6�Nv NOTE: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND \ KEY MAP ALL CONCRETE, MASONRY, WOOD AND STEEL INORK IDENTIFIED AS ADJUST AS NECESSARY WHILE MAINTAINING THE DESIGN CONCEPT. \ \ PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERTS2. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO TYPICAL A/C LOCATION ® BUBBLER BOX BEGINNING ANY WORK AND CONTACT LANDSCAPE ARCHITECT FOR LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. AUTHORIZATION IF MODIFICATIONS ARE NECESSARY. 5. PAV I N& CONTRACTOR SHALL COORDINATE WITH DRAINAGE TRAN5FORMER (ABOVE GROUND) DRAIN PIPE CONTRACTOR IRRIGATION CONTRACTOR AND ELECTRICIAN TO IT 15 THE OWNER'S RESPON51 B I L I TY TO OBTAIN ANY ADDITIONAL ti �` ti 1 ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE TO PLACING OF PAVING, CONCRETE, ETC. x PRIMARY PULLBOX (FLUSH) - FLOW LINE ( '°'9�,y�G'y R L4 mac,� '~` PERFORMED A5 PART OF THESE PLANS / 5PEC I F I CATI ONS UNDER OTHER 4. VERIFY WITH THE PROJECT SOILS L5 ENGINEER THE NEED FOR \ �� lye off►��WWM WO WfiN DEPARTMENT'S JURISDICTION. REINFORCING, BASE MATERIALS, PRE5ATURATION, ETC., FOR WALKS, ,�� MAILBOX ,p� Y' (�,s3-,„6 FAx cal+a3•,�t PATIOS, FOOTINGS, ETC. ''9j� p 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDIN65 AND ® 1'1"X50" ELECTRICAL BOX (FLUSH) + IIIOV. BOLLARD LIGHT ZECISE &R VIN& PLAN NOTE BOUL j� �R ROCK 07E WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND/OR �NDSCgp f•'� CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN THE PRECISE GRADING PLANS PREPARED BY ALL LANDSCAPE BOULDERS TO BE " DESERT TAN" WALKS 15 Ib'�" O.G. FOR CONTINUOUS WALKS UNLESS OTHERWISE zW 1-1"X50" TELEPHONE BOX (FLUSH) ® OUT-DOOR HANGING LIGHT PAN&EA AND APPROVED BY THE CITY OF PALM - CONTRACTOR TO PROVIDE QUANTITIES 4 SIZES RECOMMENDED BY SOILS ENGINEER. DESERT SHALL BE ISSUED To ALL BIDDERS AND AS PER SPECS. TO BE VERIFIED BY LANDSCAPE 6. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY 13 a"Xa" GABLE TV. BOX (ABOVE &ROUND) ARCHITECT TO MINIMIZE AND CONTROL CRACKING OF CONCRETE PAVING. s TREE- UPLI6HT LIGHT \\ � -3t-u INSTALLING CONTRACTOR(*). THE PREG I SE - • GRADING PLAN 15 AN INTEGRAL PART OF THESE PROJECT TOTAL QUANTITY ?. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND LANDSCAPE PLANS, AND INDICATES ALL 25% — Ia"„ ORDINANCES. El IRRIGATION CONTROLLER / POWER PEP. 1x NECESSARY FINISH SURFACE / FINISH GRADE 50% - 24 a. ALL PRODUCTION WALKS, STOOPS AND DRIVEWAYS ARE TO 11 e THIS PLAN REFLECTS RECOMMENDED o \ slgl Doi 25% - 36" RECEIVE A MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED. FIRE HYDRANT LIGHT FIXTURE LOCATIONS ONLY. THE _ �> FOFCALIFO� ELEVATIONS, DRAIN HEAD AND DRAIN LINE • LOCATIONS. 41. FINISH SURFACE OF CONCRETE TO BE 1/2" MINIMUM BELOW STUCCO OWNER SHALL HAVE THEIR ELECTRICAL ALL DRY STREAM BED ROCK TO BE 2" TO 6" "DOS SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ENGINEER RECOMMEND ACTUAL FIXTURES. WATER METER ACTUAL HOUSE PLOTTING, LOT CONFI6URATION AND RI05" UNLESS NOTED OTHERWISE. ACHIEVE THIS. ELECTRIC ENGINEER SHALL BE ' FINAL WALKWAY / DRIVEWAY LAYOUT SHALL 10. STEP TREADS TO BE 12" WIDE (TYPICAL). STEPS GROUPED TWO OR RESPONSIBLE FOR ALL ELECTRICAL. These drowings and/or the CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN GONTRAGTOR SHALL INCLUDE GOBBLE AROUND Mph DE516N AS NEEDED TO MEET THE CITY OF _ accompanying specifications ALL DRAINS IF NOT ALL READY CONTAINED WITHIN TOGETHER ARE TO RECEIVE HANDRAILS. YARD DRAIN PALM DESERTS L16HTIN6 ORDINANCE. FRANK SINATRA are the exclusive property of ON THE APPROVED PRECISE &RADIN& PLAN. Forsum/Summers & Murph;, A STREAM BED. REFER TO GOBBLE AROUND DRAIN 11. ALL HORIZONTAL CONTROL FOR WALLS OR FENCES BY OTHERS. Inc. and their use and publi— ON CONSTRUCTION DETAIL SHEET FOR ADDITION REFER TO CIVIL ENGINEERS PLANS. &RATE / INLET ALL LIGHTING SHALL BE APPROVED BY �� ® NOT TO SCALE cation shall be restricted to '.he FOR ALL FENCE AND WALLS, REFER TO FENCE INSTRUCTIONS. 12. SLEEVE ALL UNDERGROUND WIRE FOR LOW VOLTAGE LIGHTING. THE CITY OF PALM DESERT PLANNING original site for which they AND WALL PLAN PREPARED BY SUMMER5/MURPHY 15. FOR GRADING AND DRAINAGE INFORMATION REFER TO CIVIL DEPARTMENT PRIOR TO INSTALLATION. were prepared. Re-use, duction or publication by y cry any 4 PARTNERS, INC. ALL BOULDERS, ROCK AND A66RE&ATES ARE ENGINEER'S PLANS. method, in whole or _oars, s AVAILABLE BY SOUTHWEST BOULDER. prohibited except by written 40 W ww.southwestbou 1 der.com permission from Forsum/ CONTRACTOR NOTE: Summers & Murphy, Inc. ALL HARDSCAPE MATERIALS, COLORS AND FINISHES SHALL Bt INSTALLED AS CALLE SIEMPRE INDICATED ON THE APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WORE UNPORESEEN AT TIME OF �W IMF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DE51&NS WITHOUT THE LAN 75CAPE ARCHITWT AND `j� � 7 /9 PdLL �f�� 11(�T,$7 IEW 4 APPROVAL. S-1 S-9 S-7 TE5YM co S-•1 TRAP FENCE 10 CV-2 MODEL: THREE RAIL-PENCE (SMOOTH) MPS: CERTAINTEED I-WO-255-601410 COLOR: PER OWNERR I S-2 SCREEN FENCE 4 CO-2 MODEL: &ALVESTON Al LATTICE ACCENT Z MPS: CERTAINTEED I-WO-253-4"410 � _ COLOR: PER OWNER cn co M4-1 _ _ � 5-12 5-3 TEMPORARY CONCRETE SIDEWALK II CO-2 M4-2 S-10 (TO MATCH PRODUCTION) �u 5-4 WOOD OVERHEAD STRLIGTUIZ 12 GD-2 - STAIWCOLOR: FOR OWNM S-3 ti SCREEN FENCE S"5 HG STRIPINS BYowNER 4 S-6 PARKIN& LOT (REFER TO EN& PLANS) S-? CITY SIDEWALK 9-6 ASPHALT WALKWAY (TO MATCH PARKINS LOT) 5-a TRAP FENCE MAINTENANCE SATE (TO MATCH TRAP FENCW Q z Z Nz - -' -' S-7 M3-3 M 1-2 5-10 LANDSCAPE BOULDERS (SEE PRODUGT1oN PLANS) 5 GD-1 V\j w w 41__- t~ " LOT 103 LOT 102 a G9 LOT 101 LOT 100 M 1-1 S-11 DRY STREAM BED (SEE PROMICTION PLANS) 14 CV-2 PLAN 3C M3-2 PLAN 2B PLAN 4A PLAN 5BCO) zo 5-12 DRAIN 2 CD-I FF:161.17 FF: 161.17 0� �° FF:161.17 FF: 161.17 PE:181.50 PE:181.50 PE: 181.50 PE: 181.50 5-15 ENHANCED ENTRY PAVINS ® Z14 fil DIAGONAL GRID: 2'X2' dWV SCORINS MONTEREY SPANISH ANDALUSIAN SPANISH COLONIAL COLOR: L.M. SGHOFIELD G-12 'MESA BEIGE' _ S-3 _ LANDSCAPE MAY BE M SCORING: TOOLED OR SAAWT V Ia SALES OFFICE ON8TRUCTED AT A i ATER DATE y BANDING: b" WIDE GREY SMOOTH EDSE BAND Z N '^ Co a O 5-14 16" POTTERY (BYO AFER) ~ j G C� MI-I � � A PREFABRICATED BBQ ISLAND 6 GD-I O N _ Z e4 1 1 2' 10' 4' M2-1 MODEL: LBK &01 a, MFS: GAL FLAME (404) 625-8?81 S-14 SUPPLIER: UNIQUE ISLANDS ('T60) 542-21W � Q I i M3-1 M2-2 �" BASE FINISH: MANZANITA CLIFF STONE 0 Ci (4V v L S-13 COUNTER FINISH: TO MATCH INTERIOR COUNTER TOP Q ,a.� &RILL: INCLUDED ® 9 S-4 ® ® °" a MI-2 I.X-DECK DEGKIN& 4 GIP-1 MODEL: TREX-TRANCOV MF&: TREX (&O0)-284-6"q ,rJ-I COLOR: SADDLE BROWN S-5 MODEL PLAN 46. LOT 101 {± I M2-1 SLATE W/ PEBBLE JOINTS I CO-I O ua o PARKING H S-6 p ___ STONE: BRAZIL SREY"201 16•X1b• SLATE w O SUPPLIER: DAL TILE PALM DESERT: ?60-?12-12a8 LOT PEBBLE: SONORA SHINE I•- • - — SUPPLIER: SOUTH WEST BOULDER $-11 HANDICAP 12 GROUT: PERMAGOLOR GROUT Z COLOR: #34 SANDSTONE O I i 1 MF6: LATIGRE'M W SUPPLIER: ARIZONA TILE, PALM DlISERT ('7b0) 521-2005 S-8 I In I M2-2 PREFABRICATED BBQ ISLAND ? GIP-1 !� MODEL: 1<06("2 O I I I MPS: GAL FLAME (41001) 625-8?81 co w i j S-2 W SUPPLIER: UNIQUE ISLAND* ('T60) 342-2?30 /� BASE FINISH: NANTUGKET STACKED STONE _ _ � COUNTER FINISH: AUTUMN HARM0NY 6RANITE V) ,, d GRILL: INCLUDED V S-8 O AY BE INSTALL AT LAT>C!! DATE) M51 VINE 8 1 PLAN 25. LOT 02: M - GD- _ I K RAG r M3-2 SPANISH TILES2 5 GD-1 T TIL E: GOTTO - ITALIA HMGA 12 X12 CON OONTLI TIE, PALM DESERT (`T60) S2I 2005® &ROU PERMAGOLORDT S — — — -- — — — — — — — — — — — — — — — — COLOR: #Sq MUSHROOM MF&: LATICRETE SUPPLIER: ARIZONA TILE, PALM DESERT (`760) 521-2005 - -- DESKaiiW FIH M3-5 ROLL OUT &RILL - -- ; MODEL: B&848-BQAR ORA11V1d - - MPS: DCS SKILLS (&&&) 456-1612 SUPPLIER: DESERT FIRE PL.AGE5 OCT. M60)545-4003 CI•ECI® F1H PLAN 5G. LOT 105: WE `4 I I-21-13 M4-I PREFAaRIGATED BUBBLING URN MODEL: SMALL VASE FOUNTAIN VSSF 106 Na 6169� ti COLOR: ABSOLUTE as MF&: GIST PRODUCTS (6") "O-414M GAD FIE SCALE: 1 11 = 10' SUPPLIER: EXPOSURE I, PALM DESERT, (`760) 540-55% CITY OF PALM DESERT PEBBLES: SONORA SHINE • - I' SHEET SUPPER: SOUINSPECTION 5CHEDULE NOTE *NOTE' BASIN OF URN TO Be PLUSH WITH F.S. PILL WITH REFER TO THE TITLE SHEET FOR THE CITY OF C LA NORT H M4-2 RANDOM FLAGSTONE PAVING W MESH PALM DESERTS INSPECTION SCHEDULE. O' lO' 20' 30' STONE: EMSER:QUARTtITE 60LDQ1 SAND - FL.,AS�'TONE PATTERN �� l (�lRtIV SUPPLIER: EMSER PALM DESERT TOL: 160-854•-20" :2 OF 20 *NOTE:INSTALL PER MAWFAGTURCR'S RECOMMENDATIONS* PLAN SET OF 11-21-13 I i TOP VIEW 1. COMPACTED 5U56RADE Z — Q 2. FINISHED GRADE — m 3. CONCRETE FOOTING — 1 „ �� O 6 q 4. bx4x6 G.M.U. BLOCK 3 WCOC�1lE we MW cowwr►u WY,saw goo v 1 I -GROUT 50L I D <7 D DA"ter,C�1tJFCOM sass 8 10 4 (�!4434446 FAX tO 443-16M F F - (b. 4x4 J015T 1. 15" X 15" SLATE PAVING 1 „ -SECURE TO BLOCK WITH COUNTERSUNK OVER 5/4 MIN. GROUT BED CAo 2 _ '� .� 2 Y2" GALVANIZED BOLT 2. 4" MIN. CONCRETE SUB-POUR FRONT VIEW v . : .. : .. I-1 I_ REFER TO SOILS REPORT o -y G+�4GRILL o0 00 00 00 00 00 00 00 00 00 00 00 00 o III 0 0 0 0 0 0 0 0 0 0 0 srd.SINGLE — — — — — — — — — — — I={I 1. 4x6 JO 15T ON SIDE a T I, ,III, ,III-III-III ,11'- =III;III-III-1I1=='="'—"'=1I1-1�' I -SECURE TO BLOCK Y�tITH COUNTERSUNK 5• 6" WIDE GROUT W/ PEBBLES (SEE FINISH SCHEDULE) SIDE BURNER -1 11=1 I I—� —I►l—1 i + Y2" GALVAN I ZED BOLT ° °o ° ° �0 4. STEEL REINFORCING REFER TO 7-31-14 s s REFRIGERATOR °°�' �' ° — ° — 501 L5 REPORT � PWW" Date JI SECTION OVER SLAB 12 _—___ — II-24-e SCALE: 1/2" = P-0" 5 6 q 6. 2X4 LEDGER I=III=I ! !_) ! I III=III=III 5. SUB-BASE MATERIAL - REFER TO qTf °ai° -•-• 4 IO -SECURE TO ARCHITECTURE W/ ,III=I I !_) ( --� SOILS REPORT oFCAUF`' 5/6 LAG BOLTS o 16 O.G. —III—III— (b. COMPACTED 5U56RADE 8 $„ q. 2x4 DECKIN6 These drawings and/orthe S GTION accompanyingsrf 2 I I � are the exclusivepoperty of - O Forsum/Summers & Murphy,10. 2x6 FACIA Inc. and their use and publi- TR1M '=1I1=1 1=1 III-1T1 e I1=1TI : . I I— I'- cation shall be restricted to the III III- -III III=III I. 6 original site for which they r ro- _ _ _ I I. NOTE: REFER TO TREX DECK — - — I I 1 dutionprepared. oar�ublp'ication by MANUFACTURER INSTALLATION p y y 30"'DOUBLE DOOR IN57RUCTION5 FOR b CONSTRUCTION. method, in whole part, is SECTION OVER 6RADE 5 prohibited except by written permission from Forsum/ 8 " i-O" Summers & Murphy, Inc. SCALE: I/2" = I FR FA5R I LATE 550 L5<010 (LOT 1 OO) . 4 TR X D OTC I Nr,--; (LOT I OO) 1 SLATE W/ FEE35LE JO I NTS (LOT 10 1) vim K r „f Z p or O O 2 O O O I 4 PLAN VIEW: 2 p NO SCALE l._.EGEND o a a" 5 I. FINISH GRADE 3 :2. PAV I N6 MATERIAL (SEE FIN 15H SCHEDULE) a a 6 3. GROUTED TIGHT JOINTS j d - _ —III °° 0& qb 4. THIN-5ET MORTAR =III=III=1111 _:III=I I I=I I I= o °°t 00 IN o ° I I,;,I 1=III=1 I I=I ITi I I=I I FI I 5. STEEL RE I NFORG I N6 - REFER TO -� I I=) I I=I ( I I I I=I I I=1 I - ,4 =1 I !=III=! I !=III= 1=III=III SOILS REPORT -III=III=I 1=III=1 I- =III=) I I-=III I ( III=III=I ( I 6. 4" MIN. CONCRETE SUB-POUR -III=III I I I=III- I. DRAIN 4 GRATE (PER CIVIL PLAN) — —I I �— REFER TO SOILS REPORT SECTION: —I I—I I—I I I— " IA I I !I!I I I—III— III ,III- :I I I=I I I III=I I 2. GOBBLE- TO EXTEND 6-12 RANDOMLY NO SCALE I II I II II I III I I' AROUND DRAIN HEAD. REFER TO BOULDER Z V 7 'T. SUB-BASE MATERIAL - REFER TO 50I LS REPORT AND ROCK NOTE FOR SPECIFICATION ON O C w`.. SECTION 6 CONSTRUCTION PLAN. _O 5. COMPACTED 5UBGRADE 0 V 3. 2" LAYER OF DECOMPOSED GRANITE AFTER 0 a ss f x COMPACTION REFER TO CONSTRUCTION PLAN FOR SPECIFICATION. = 3 OZ Cd 4. COMPACTED 5U56RADE. O Q N FREFAE I GATE E350 UNIT (SOT I O I ) . 5 TILE FAV I N& (LOT 1 O2) . 2 DRAIN (SITE) 16' 1 4 4' 4' 4' 4' s • m 2 � 0:001 2 = 1 w O 0 0 �! I,u mLu1=1 I I —III=III .. co s " " ." • � -' I I ,111=1 I Imo! I I=1 I 1=1 11=1 I I- ! 1=I 1 I , ,I I ' • • 4 -III=III-III-1 ! 1=III-! I ! . . � I � CONSTRUCTION DETAILS BRACKET DIAGRAM SGT I ON 11 I I�0 11 DEW2'W RH I. LANDSCAPE BOULDER - MAVM Mj REFER TO FIN15H SCHEDULE ON CONSTRUCTION LAYOUT PLANS C1•E� RH 2. FINAL 6RADE DATE 11-21-15 JOB NOL 616q�5 � � �� 3. CIO% COMPACTED 5UBGRADE ELEVATION VIEW GD RF 3. 1/2" SQUARE TUBULAR STEEL SCALE: " =1' Revised March I, 2007 per City of Palm Desert's Comments SHM SECTION VIEW I• COURTYARD WALL FOOTING SCALE: " =1' 2 1" SQUARE TUBULAR STEEL 4. METAL BRACKETS BOLTED CDA INTO WALL a VINE AC,< (L(3T 1 O2) 5 LANDSGA E30ULD S (SITE) 3 20 PLAN SET "E" 11-21-13 1 i 41 91 91 41 1'-6" 7' 1 1 l.. C �lD VINYL FENCE- 5Y CERTAIN -- -- TEED OR EOUAL. TO HAVE2 04 b' 2 50L I V 2' LATTICE. COLOR -1 Lj i TO BE TAN. 3 2. &Xb VINYL POST W 1 TH 2" �,�,� '�' t.a+wAY,su 6ALVAN I ZED POST IN ausT rfE'oo 4 CENTER. alwn ro�c us+oew�s� 6 5. CONCRETE FOOTING PER EN6. a�r,osc,�PF 5 ��`�cy ►may Pc 7 _ 4. FINISH GRADES yA S. COMPACTED SUS RARE � 4 - REFER TO SOILS REPORT 7 FOR REOUIREMENTS Re P al Dde - - i i NOTES: Z REFER TO STRUCTURAL ENGINEER'S rfOF CALW-) 8 _[ - DETAILS AND ALCULATIONS FOR ALL , REINFORCING AND FOO N6INFORMA ION. SIZED ALL LUMBER TO 9 SCALE:N 'VIEW-O" VERIFY IN FIELD • CONNECTORS, FASTENERS AND accompanying specifications ations 3 SECTION 8' MAX DOUGLAS These BE HOT are the exclusive property of ALL -_-- -- _ -_-_- -- OTHER HARDWARD TO r [I rl �1 �1DIPPED GALVANIZED. Forsum/Summers do Murphy, • - SCHEDULE (1FAPAI�NO, TREAT TALL cnat;on and be restricted to the CU 1 r EXPOSED SURFACES WITH (2) TWO original site for which they 31 GOATS MOISTURE-PROOF PRIMER were prepared. Re-use, repro- ' written PLAN VIEW 1 TO FANP INISH SCHEDULE FOR coLOR TAO FINISH COATS - REFER method of publication pa any n method, in whole or part, is L u - 3 prohibited on from brorsum/ SCALE; -I Summers dt Murphy, Inc. 1 SECTION VIEW SCALE: " =I' INSET A - M TAIL DETAI - _ - FEFER TO'D 'TAIL 14 _ _ _ - _ 2 Cf SCREEN PEACE (SITE) - l „ INSET D - LATTICE TAIL DETAIL _ I. 3X3 WOOD LATTICE ® 8 O.G. (SEE INSET D) REFER TO DETAIL 14 � INSET B - CORBLE DETAIL 4 2. 4X6 WOOD RAFTERS a 2' O.G. NOTCH I" OVER REFER TO DETAIL 14 Q BEAM (SEE INSET C) .00 5. &X8 WOOD BEAM (SEE INSET A) 5 f l 6 2 O 4. bXb WOOD CORBEL (SEE INSET B) i 5. 1-1/2" TRIM ON POST 11 P05T TOP DETAIL BO 0 b. lox& WOOD POSTS i 50ALE: 1/2" = I'-O" If' 1. IXS WOOD PLANT-ONS ALL 4 SIDES, MITRE ?�' `� -� ( 1�) -� CORNERS 4 CHAMFER TOP -= i' �_� a. 2X WO 8' O G max I - OD BOOT AT BOTTOM, CHAMFER � MITRE CORNERS AS SHOWN f 41. FINISH GRADE - _ - ELEVATION 1I :l - / $ I/2 =1 -O SEOT I ON 10. OVERHEAD POST FOOTING PER EMSINEER ELEVATION '� II_ I 1 I. VINYL- 5 RAIL FENCE ELEVATION VIEW BY "CERTAIN TEED" OR EQUAL NOTE: INSTALL PER II. TRAP FENCE SEE DETAIL 1O _ SCALE: " =1' COLOR TO BE TAN MANUFACTURER'S V DER TO STRUCTURAL ENGINEER'S DETAILS AND - 2. CONCRETE FOOTING RECOMMENDATION. O 3 m NOTE: GATE SIMILAR AND PER H .3 CALCULATIONS FOR ALL CONNECTIONS, ' F _ y m _ R �ry- _ 5. COMPACTED 5UB-GRADE MANUFAGTUER. V REINFORGIN6 AND FOOTING INFORMATION. � '--- d' �' � � O � � N• ALL LUMBER TO BE SAW SIZED DOUGL.AS FIR. • ALL CONNECTORS, FASTENERS AND OTHER HARDWARD TO BE HOT DIPPED GALVANIZED. • PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF /4" f£ • PAINTING, TREAT ALL EXPOSEb 5UR#eAG£5 WITH 3yZll �:M (V 1I 6� 4" "I" 311 Q N S v (2) TWO COATS MOISTURE-PROOF PRIMER AND (2) -= TV40 FINISH GOATS - REFER TO FINISH SCHEDULE -�`' ��< _.,_, FOR COLOR. � .. . -- INSET A - BEAM TAIL DETAIL INSET B - CORBEL DETAIL INSET G - BEAM TAIL DETAIL INSET D - LATTICE TAIL DETAIL SCALE: I" = V-O" SCALE: I" = 1'-0" 50ALE: I" = I'-O" SCALE: I" = 1'-0" 12 SAFES OFF I � OVERHEADSTRUCTURE (SITE) . 10 TRAP FENCE (SITE) I s l 2 5 4 2 b b Q WIDTH VARIES ° - ; : 4 I SEE GON5TRUGTI LAN e y c� o ° 5 / ° ° ° • . .• g! • Y ° . a q I l i I I I I I I I I , ., ( I I f l( ( I-) I I I I I I I-) LXj a - -�;I- -I�I -1 I J EXPAN51ON JOINT o° o o °o o a esD - tea- - W -IMIMIII�Il,lilf,�l�l�l�l-1a,- q -_- •- �_' � D Op D Op D Op 4 D Op O Op Op SECTION VIEW �ic'.ORE JOINT I I-) I I o 0 00 0 00 0 0 0 00 0 0 0 0 ?V Q - I SCALE: 1" = 1'-O° -III LEGEND - = IN AP OVER EXPANSION 5. " " (MAX.) TOOLED 1-III=I I I-I (- 1. POLYSTYRENE JOINT G R 3/4 DEEP X 5/8 1NIDE ( A ) -I = - - I- -I 1 _ _=III=III=) I I-) I III=1 I (-I I (=III-I I ( ) I I- BOARD. REMOVE TOP OF JOINT GAP PRIG SCORE JOINT WITH 1/4 RADIUS ED&E5 I I 1 I I-� 1-I -I 1\IO'�E. TO GAULKIN6. (REFER TO NOTE) WHERE OCCURS SEE CONSTRUCTION PLAN I I_1 ( 1- I= I -I -III=== 11=III=III=1 i 1- 1 1-111-11 I-I I III- -11 ;III- -I 11 - III REFER TO 501L5 EN6INEER'5 CONSTRUCTION 6. REINFORCING STEEL - REFER TO SOILS SECTION VIEW 8 REPORT FOR MIN. THICKNESS DETAILS -I I 1=I I I 1 1. 1 1 1-I II_ 1 2. 3/8" WIDE FULL DEPTH ASPHALT ENGINEER'S SPECIFICATIONS FOR SIZE AND SCALE: I" = i'-O" SATURATED FIBER EXPANSION BOARD OF CONCRETE AND S1ZE OF SECTION 4 3. CONCRETE PAVING SEE FINISH SCHEDULE LOCATIONS q RE I NFORG I N6 STEEL. -f. A66RE&ATE BASE - REFER TO SOILS REPORT & N� DESIGNM RH NOT TO SCALE 4. 1/4" RADIUS - ALL ED&E5 5. FINISH GRADE 5 q. COMPACTED SUBGRADE - REFER TO SOILS 5. RE I NFORG I N6 STEEL - REFER DRAWN Ne I. LANDSCAPE BOULDER, TYP. (SEE 5. CIO% COMPACTED 5U56RADE NOTES: REPORT 1. FIN15H GRADE TO 501L5 REPORT afcx® RH FINISH SCHEDULE) I. APPLY 1/2" DEEP JOINT SEALANT (0AULKIN6) INTO GROOVE. SAND IN WITH #60 SILICA SAND. 2. 1/2" RADIUS ALL EDGES 6. EXPANSION JOINT - REFER TO DATE 4. REFER TO GRADING PLAN MATCH COLOR OF PAVING. 5. CONCRETE PAVING REFER TO DETAIL -7, TH15 SHEET OD-1 11-21-15 2. 6" MIN. LAYER DECORATIVE ROCK FOR DRAIN LOCATIONS 2. EXPANSION JOINTS IN WALKS TO OCCUR AT CHANGE IN DIRECTION AND WHERE NEW CONCRETE FINISH SCHEDULE 1. 5UB-5A5E MATERIAL REFER )m Na 616q?5 (SEE FIN15H SCHEDULE ON THE PAVING ABUTS EXISTING 51DEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR 4. 5/4" DEEP X 5/5" WIDE (MAX.) TO SOILS REPORT c� FU CONSTRUCTION LAYOUT PLANS) EXPANSION JOINTS IN WALKS 15 16' O.G. FOR CONTINUOUS WALKS UNLE55 OTHERWI5E TOOLED SCORE JOINT W/ 1/4" RECOMMENDED BY PROJECT SOILS ENGINEER. RADIUS ED6E5 WHERE OCCURS. 8. COMPACTED 5UB&RADE - REFER SHWr PIUMBHt M M rq M MM M rq Revised March I, 200-1 per City of Palm Desert's Comments 5. REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF CONCRETE AND REFER TO CONSTRUCTION PLAN. TO AGRONOMIC 5011-5 REPORT RE I NFORGI NG STEEL CDl=12 Q. I" MINIMUM, 2" AT TURF AREAS 1 -4 DRY STREAM � (SITE) I ��® JOINTS A1�1� X�A1�5 I ®1�l �1� 11�1T5 11 �ON(1 e � T FAV I NO (SITE) 4 0� 20 salters PLAN SET uP 11-21-13 f i I. GENERAL 4. Compaction - Compaction by tamping shall not be done in layers exceeding surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. eight Inches in loose depth with each layer thoroughly compacted between. Alternate method, after initial set, surface to be washed with a diluted A. Contractual Relationship 3. Posts, Plates and other at-grad d e connections to be Redwood, Western Red In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-U and Testing Surface must be continuous) wet to avpIId aG id rn. p p p g solution muriatic acid and water, and brushe o reveal surface lines. and Owner harmless from any and all liability, costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insure G. Glean-Up 4. Igape pre;�►l rt�l sobed' ok6 dM�sf N�mtvs Ol dmmpt"g aps and or In connection with, contractors, employees, or It's agent's negligence, omissions, proper flow and water tightness. I. U on con letton of work, remove all forms, debris, material and tools from strap ties - 'Simpson Strong Tle' or equal. Joist �gers and angles errors. p p Simpson Strong Tie or equal. Screws, hinges, nails-bolts, and w . All 2. The piping systems shall be flushed and cleaned prior to connecting to site. hardware material to be galvanized. B. Errors or Conflicts existing drain line, catch basin or storm drain systems. V. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawings. Scope of Work - Provide all labor, materials, tools, equipment transportation and s Pam 'He ter rated so as too com Its the real ur ose of those Ian and nott s. 3. Upon completion of work, remove debris, tools and surplus material from site. 6. Concrete - Glass A minimum 2,000 PSI at 25 days. u►+o6cxE�aarec�S any errors or con tic s arse dhscovered �n t ie plans or noes, ►ey shall�b6 p p p necessary Incidentals for the completion of all block masonry as shown on the 34W CDAW HIIGWAr,SURE 2W drawings, including but not limited to the following: °IAµ'"coati.CxFoeMIM G. Additions, Deviations and Alterations IV. CONCRETE B. Rough Carpentry t'9+ "3_U% FAX 0"4433-*M No deviations or alterations from the plans and specifications will be permitted Scope of work - Provide all labor, materials, tools, equipment, transportation and A. Materials I. Set all posts, beams, rails and framing plumb and true to line as shown on unless authorized by the Owner or the Landscape Architect. Should deviation the drawings. 1. Slump block units meeting grade A, ASTM G-q0, concrete block units Grade from plans and notes become necessary due to conflicting site conditions, Owner drawin s includ nq t of limited tote fol o i A, ASTM G-410. 2. Connections - make all connections as shown on the drowings5pitce I �NDSC,gp and Landscape Architect shall approve In advance an such. deviation. No necessary incido as for the completion o a r%ncrete flotwork as shown on the at posts onl . Utilize all nail and/or bolt holes for all hardware. p pp y p y additional work will be authorized without the express written authorization from A. Materials 2. Cement - Standard Portland Cement A5TM designation C-150 Type I or 11, the Owner. 1. Cement - Standard Portland Cement, per designation G-150 of the A5TM low alkali. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., IC,w Type 11, 111, or V, low alkali, single brand throughout. Refer to Soil Engineer's where surface contact is provided. d' 0 Report for Recommendations. 3. Sand - Glean, well graded ASTM designation C-144. D. Interpretation g g 4. Post base - set post column base as shown on drawings, providing mini 7-31-14 The Contractor shall com i with the obvious intent and meanie of these tans " I" clear all sides from finished post base to of av p y g p 2. Aggregate - A5TM Specification G-33 5/4 maximum size. Decorative p p ' ands specifications which shall be construed to include all labor, material, tools 4. Water - Water used shall be of potable quality. � ti_�y p aggregates or pea rock as shown on drawings. Fine natural sand, well graded 5. Countersink nails and bolts in all locations where surface contact is `fr Data �P and equipment necessary to complete the work specified herein in a conforming to ASTM C-144. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM provided, i.e., bench top etc. �lFOFCAI_tF�¢� workmanlike manner in strict accordance with plans and notes. Should any designation A-165. questions arise as to the intent and interpretation of these plans and notes, 3. Water - Water used shall be of potable quality. C. Painting and Stain Contractor shall refer to Owner and Landscape Architect whose decision 6. Concrete - Glass A concrete minimum 2,000 P51 at 28 days. 1. Fill ail. seams and cracks with Latex cculk and/or wood dough to insure on thereon shall be final. 4. Steel - Reinforcin steel for decks and walks to be intermediate grade even surface. g g -1. Mortar - by volume, freshly prepared uniformly mixed in ratio i part cement These drawings and/or the deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM 1/2 art lime putty, 4-1/4 arts sand,prepared, to ASTM C-210. Omit lime accompanying specifications E. Observation and Rejection of Materials and Workmonshi A-4q6, size where shown on drawin s. p p p g 2. Sand smooth all exposed surfaces Is specified as 545. are the exclusive property of J p g putty if plastic cement is used. Forsum/Summers & Murphy, All materials and workmanship furnished or performed by Contractor shall be 3. Prime all painted surfaces with one coat primer. Inc. and their use and publi- subjeet to final observation and acceptance by Owner and Landscape Architect 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoom as indicated 5. Grout - by volume freshly prepared, uniformly mixed 1 part cement, 3 parts cation shall be restricted to the upon completion of all contract work whether previously paid far or not. At any on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. original site for which they and all times during the performance of this contract, Contractor shall make were prepared. Re-use, repro- and Joints - 5aw cut joint 1/4 of slab thickness. Hand tooled score Joints B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. duction or publication by any available for observation, test and approval, materials and workmanship. Failure 1/4" deep minimum where shown on the drawings. 1. Lay all masonry straight and true to line with vertical Joints plumb over each method, in whole b part, is of such observers to make observation, tests or approvals shall not prejudice prohibited except by written pp p J other. Horizontal Joints shall be level. Headers and corner units to show D. Protection and Cleanup ,� permission from Forsum/ the rightof Landscape Architect or Owner on final observation. Contractor butt a with dowels. Screed keg joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on 1. Protect all existing work from paint overspray. Summers & Murphy, Inc. � '7. Gold Joints - Butt type, type y J s.drawin " shall promptly replace any and all material, workmanship and equipment which on the drawings. the g 2. Upon completion of work, remove all scrap wood, debris, materials and does not conform to the plans and notes. All materials used on this contract C. Reinforcing tools from site. shall be new and the best marked quality unless specified otherwise. 5. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, 1. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be some size as wall reinforcing. Refer to VI 11. Metal Work F. Samples L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. Scope of Work - Provide ail labor, materials, tools, equipment, transportation When so required by the Owner or Landscape Architect, Contractor shall submit and necessary incidentals for eompletton of all metal work where shown on the for approval samples of the various materials, and specify finish thereon. a[. Curing Material - Hunts process MD'70. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: conditioned concrete by L.M. Scofield, in matching color of concrete as I. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials G. Local Codes indicated on the drawings. I. Steel tubing in sizes shown on the drawl A5TM designation 500 and/or E. Grouting of Masonry 9 ngs gnat All construction shall conform to all local building codes and ordinances. It is hand forged, cold rolled wrought iron in sizes as shown on the drawings. Contractor's res onsibilit to verif all codes prior to commencing work. 10. Color Conditioned Concrete - 'Ghromix' admixtures for integral colored I. Grout all cells with vertical steel solid as shown on the drawings. p y y p g concrete by L.M. Scofield Company. 2. Grout all cells below grade solid. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. H. Utilities 11. Dust-On Color - 'Lithochrome' color hardener L.M. Scofield y Gomp an . 3. Concrete - Glass A concrete mini 2,000 P51 at 25 days and/or Contractor shall be responsible for verifying the location of all underground 3. Provide minimum 3/4 between steel reinforcing and blocks. mum'Por-Rock' as shown on the drawings. utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any 12. Surface Retardant - 'Lithotex' top surface retarder as manufactured by F, Woe holes 4. Paint - Zinc. Chromate primer, 'Rustoleum' finish surface coats or equal. construction. L.M. Scofield Company, or 'S(ka' surface retardant or 'Rugesoi' as 1 `n . Open Joint weep holes at 52" O.G. maximum on bottom course of retaining 'Metolizing' or galvanizing or powder coating If shown on the draings. manufactured by 5iko Corporation. walls with I cubic foot gravel if shown on drawings or approved drainage 1. Removal of Debris and Glean-Up system per Structural Engineer's specifications. S. Fabrication and Installation Contractor shall thoroughly clean and keep free of debris and waste material B. 5ubgrode I. Contractor shall make all measurement for fabrication In field prior to entire construction area to the satisfaction of the Owner. 1. Grade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints starting work. subgrades prior to pouring of concrete. I. Provide vertical expansion Joints in wail per local code and Structural J. General 2. Gut all footings In undisturbed or compacted soil. Engineer's specifications. 2. Horizontal bars to taper with grade or step with grade as shown on the drawings. Vertical bars to be plumb. The general conditions and any special conditions that Owner may require shall 3. Place sand or aggregate base as shown on the drawings and as specified H. Waterproofing apply with the some force and effect as though written in full herein for all by a Soils Engineer. 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. C. Weldingg construction sections. 1. Welding to comply with the requirements of standard code for ARG and C. Forms I. Gleaning gas welding. II. SITE EXCAVATION AND ROUGH GRADING I. Use onlyfinished lumber. Set all forms true to grade and position. I. Glean all masonry work, remove all mortar stains. g p 2. Weld to onlyclean, rust-free surface. Scope of Work - Provide all labor, materials, tools, equipment, transportation and necessaryincidentals for the completion of ail clearing, stripping, excavatin 2. Upon completion of work, remove all mortar droppings, debris, materials and p gg 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. 3. All welds to be continuous and free of cracks, craters and porosity. Tack bockfilling, grading and related work as shown on the drawings, Including but not release agents. welds not acceptable. limited to the following: VI. BRICK MASONRY D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and 4. Grind smooth all exposed welds, match adjoining surfaces. A. Protection of all curbs, walks, walls, structures and other existing work which is I. Place expansion Joints in concrete at intersection of concrete and fixed necessary incidentals for the completion of all brick or stone masonry as shown on to remain. structures, Le., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following; 5. Plug all open ends and tops, and weld. the drawings' D. Painting B. Clearing and stripping site of brush, debris and other foreign materials as 2. Place control joint in concrete not to exceed a horizontal spacing as A. Materials I. Prime all metal work with one coat Zinc Chromate primer. outlined in the drawings. specified soils engineer. p g I. Brick or stone conforming to A5TM A-62 grade MN as shown on the drawings. O p 9 2. Paint all metal work with 2 coats 'f�ustolaum in semi-gloss or flat as G. Excavation for all foundations and footings to the dimension and depth shown on 2. Cement - Standard Portland Cement ASTM designation 0-150, Type 11, Ill, or on the drawings. Paint to be 4 mils minknum dry thickness each. O 9 P 3. Place construction Joints In concrete where casting on concrete is to be V low alkali single brand throughout. Refer to Soils Engineer's report for ~ .3 the drawings. Bottoms of excavations shall be smooth and level. All loose stopped and subsequent casting is to be started. recommendations. 3. Prime and paint per above, all field welds. � O material shall be removed therefrom. O -me all E. Concrete E. Protection and Cleanup = 3 D. Subgrades shall be watered and compacted to a relative compaction of a5%. I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 3• Sand - Glean, well graded ASTM designation G-144. I. Protect all existing work from paint overspray. � $ 4P and be proportioned to attain a maximum cylinder strength of 2,000 P51 In 4. Water - Water used shall be of potable quality. 2. Obtain Fire permit where required for on-site welding. a E. Su ades under all avin shall be true to rade and cross section, hard, 28 days. Compressive strengths are to be determined in accordance with 0 N uniform and smooth prior to placement of base material. ASTM 0-3q. The slump shall not exceed 4". S. Steel - Reinforced steel for walls to be Grade 40 deformed bars A5TM 3. Upon completion of work, remove all scrap Iron, debris, materials and designation A-165, tools from site. F. Bockfiliing of all excavations and trenches after placement of foundations, walls, 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in walks, utilities, etc., as outlined on the drawin s. Compaction of baekfill shall be accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, g p concrete ASTM C-414. 1/2 part Lime putty, 3 parts sand, conforming to ASTM C-210. Omit Lime putty In acceptance with Engineer's specifications. if plastic cements used. F. Concrete Finishing 6. Grading of areas indicated in the drawings including bringing existing grades to 1. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 1. Grout - by volume, freshly prepared, uniforms mixed in ratio I part cement, within 1/10 foot plus or minus. Final design grades as indicated on the drawings. edge to remove all irregularities. Float to a smooth surface, steel trowel, 3 parts sand or I part cement, 3 parts sondyand 2 parts pea gravel. and edge to an even hard surface. Score as indicated on drawings. Use a B. Laying of Brick < H. Stockpiling of excavation material or Import top soil fill and sand shall be as new manila hemp bristle broom. Brush markings on slab in uniform fashion as 1. Lay all masonry straight and true to line with brick vertical Joints plumb over • outlined on the drawings or as approved by Landscape Architect. shown on the drawings. each other. Horizonte-I Joints shall be level. Headers and corner units to show 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Sc finished faces where exposed. Joints and bond pattern to be as shown on Z Se-rood with the drawin s. I. Glean up and remove all debris and surplus material and remove from site. straight edge to remove all irregularities. Float to a smooth surface, steel g CONTRACTOR QUALIFICATION NOTE: trowel and edge to on even hard surface. Score as indicated on drawings. C. Reinforcing ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-21 Ill. DRAINAGE Hand broadcast rock salt in even distribution and tamp in. Wash off concrete 1. All bars to masonry shall be lapped a minimum of 40 bar diameters. Dowels ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-5 Scope of Work - Provide all labor, materials, tools, equipment, transportation and with enough pressure to dissolve rock salt after concrete has set. for walls and columns to be some size as wall reinforcing. Refer to Structural ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2q necessary incidentals for the completion of all drainage systems as shown on the Engineers specifications for all steel sizes and locations. 3 Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. � � .drawings, including but not limited to the following: Screed with straight edge to remove all irregularities. Float to a smooth D. Gutting of Masonry W t. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less surface, steel trowel and edge to an even hard surface. Apply surface =�k A. Materials than 1/2 length shall not be used. Stone to be cut with chisel and hammer. a. retardant to finished surface, prior to initial set per manufacturers 1. Acrylonite Butolene - Styrene (A55) Schedule 40 drain pipe, perforated or recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Groutin of Masonry NOTE: non-perforated in diameters shown on the drawings. Reveal aggregate by using water Jet and coarse fiber brush to remove 1. Grout core walls solid as shown on the drawings. 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins retardant paste from surface, washing thoroughly until surface is clean and ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED complete and uniform.exposure is con exp 2. Provide minimum of 2-1/2" grout ace between double brick walls. Provide A5 PART OF THESE PLANS ARE NOT PART OF THE CITY OF Kith grates, high impact plastic Styrene deck drains, and/or precast concrete minimum 5/4 between steeT reinforcing and brick. drain box and catch basins and cast iron grate in diameters and sizes as 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. PALM DESERTS LANDSCAPE DEPARTMENT'S INSPECTION AND SHIET shown on the drawings. Stainless steel or brass deck drains in hardscope as Screed with straight edge to remove all irregularities. Float to a smooth H. Waterprooftncl APPROVAL PROCESS. CONSTRUCTION shown on the drawings. surface. Hand seed surface to uniform fashion over entire area keeping stone I. Waterproof all retaining walls below grade with asphalt emulsion, or other as SPECIFICATIONS 1/2" minimum from edges and expansion Joints. Tamp aggregate to a uniform spectf ed by Solis Engineer. depth below concrete surface IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL . B. Trenching and Laying Pipe I. Gleaning and Sealing APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE I. Trenches to pitch a minimum of I/W per foot unless otherwise indicated on the 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution DESK2kM RH drawings. Contractor to verify all invert elevations and trench depth prior to with straight edge to remove all irregularities. Float to a smooth surface. of muriatic acid and water. Apply clear sealer to exposed surfaces If shown PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS excavation. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake on the drawings. UNDER OTHER DEPARTMENT'S JURISDICTION. DRANM SNIP method using a minimum of 60 pounds per 100 square feet. Apply in 2 or 2. Upon completion of work, remove all mortar droppings, debris, materials and CHECKBD 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow more shakes and float after each shake. Trowel only after final floating tools from site. SMP shall be made to receive bell of pipe so the Joint will not bear upon the while concrete is still plastic using imprinting tools to make pattern as DATE subgrade. Adjustments to line and grade shall be made by scraping away or shown on the drawings. Apply color curing compound 'Lithochrome' color VII. CARPENTRY 11-21-15 wax by L.M. Scofield Company using roller or sprayer. If 'Bomocron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and NO. filling in with baekfill under the base of the pipe and not by wedging or surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, 616q?5 blocking. texturing the concrete. Color curing compound may be optional, as including but not limited to the following: CAD FILE 3. Trench material shall be used for baekfill. However, no rocks or lumps Indicated on the drawings. A. Materials SST WUMM shall be used. Welded Joints shall be given at least 15 minutes setup 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawinggs, before handlin Above the level of initial baekfill, the trench may be straight edge to remove all irregularities. Float to a smooth surface, steel straigqhht, sound, free from marks, pin head knots, sap pockets, slivers, ana g y trowel and edge to on even hard surface. Prior to set, lightly sponge Cs. grade or better where shown on the drawings_ baekfilled with trench material. g 9�y s p choc,g Select CSM1 � I � ( SI$T5 I ® I 5TRU�TI ® I �l 5 � IF ( �AT ( ON5 OF 20 PLAN SET "E" 11-21-13 I 86 16 1" Tree Bubbler LESIEMPRE P,t ' 34W COAST MGMAY,StM 2W DAIiA t�OPIT,CALAK)NW 9Z60 $1914431446 FAX 00 498- 't 0000* 0�fNdd U S Cq,0F, �y IPA, C /ice g Loa - , -4 7-31-14 Renewal Dote lI-�I-I'S ; c S • .. '. {/fill .................. POC. NOTE : ( TO BE INSTALLED WITH th e Thes drawings end/or he ; ; lj:<; ;,r: mntons p excn p are propertyt. e ecificaf SONRISA TRACT #33837 COMMON 1 orsum Summers do Murphy, AREAS Inc. and theirp use and ubli- ,...... l cation shall be restricted to the •�.f' '. y ! original site for which they wer:,. .. ` duction�oa-rpubti publication by I method, in whale or part, is POINT OF CONNECTION SHALL BE A 1" DOMESTIC WATER METER WITH A prohibited except by written 1 .5" SERVICE LINE. VERIFY THE p y Him permission from Forsum Summers & tutor h Inc. ACTUAL LOCATION, SIZE AND WATER w z V PRESSURE IN THE FIELD PRIOR TO w LOT 103oT02 LOT 101 LOT Sao I STARTING WORK. IF ANY OF THE , N PLAN 3C PLAN 26 PLAN 4A PLAN 5B P I Q FF: 161.17 : FF:161.17 '°1/ FF: 161,17 FF: 161.17 POC INFORMATION SHOWN ON r . ................. ._.... PE: 181.50 PE: 181.50 F/ PE: 181.50 PE: 181.50 I ® nr ' THESE DRAWING IS FOUND TO BE Z i MONTEREY ,... ;..... SPANISH ` �i ANDALUSIAN SPANISH COLONIAL DIFFERENT THAN THE ACTUAL POC ......... I SALES OFFICE - MOD CONSTRUCTED •< <? m>si •r ; Ll INFORMATION GATHERED IN THE EL LANDSCAPE C PE S A MAY B£ l ' AT A LATER DATE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND Iqu IRRIGATION CONSULTANT. SHOULD , I THE CONTRACTOR FAIL TO VERIFY B7 34 sn THE POC INFORMATION ANY 1.5" Shrub I rip I i CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE z THE SOLE RESPONSIBILITY OF THE 0 CONTRACTOR. � MODEL I CONTROLLER NOTE : o © PARKING „ © _...... ( TO BE INSTALLED WITH SONRISA .1.� 0 0 o # TRACT #33837 COMMON AREAS ) LL LOT _... ::.. U 1g • � r I I HANDICAP CONTROLLER SHALL BE A �— I UJ WEATHERTRAK MOD. # ( ] ® ® Q "ETPR03-24-SPT-RI" 24 STATION E INSTALLED IN A STAINLESS STEEL 2 3 4 j 6 7 W I ENCLOSURE (SEE LEGEND FOR " ' ' •_. ,. ._ ......,. ................... TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC ............. -0- 0 V SHALL BE CONFIRMED WITH 0 � � � OWNER'S I REPR REPRESENTATIVE T 3: O PRIOR O B9 29 S Q COMMENCING WORK. -� p 1.5" hrub ..........: .._ O O .. $11 12.4 CffY OF PALM DESERT 1" Tree Bubbler WATER CONSERVATION STATE 1 THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE PACKAGE 114CORPORATES A DRIP IRRIGATION SYSTEM. S THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LUMP WATER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE NOTE A: REQUREMENTS MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. CERTIFICATE OF PROJECT COMPLETION ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND Z A MINIMUM OF 18"OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES TYP. Project Name: Parcel Map or Tract No.: NOTE B: Project Location: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT POLES,FIRE Maximum Water Allowance: REPRESENTATIVE RANTS,ETC. VERIFY ALL D LAYOUT WITH OWNER'S AUTHORIZED E PRIOR T S STARTING WORK. 4 Z (€n hundred cubic feet) 3 NOTE C: 3 Estimated Total Annual Water Use: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH TREES = ILL AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT (in hundred cubic feet) IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK, Z NOTE: v Preliminary Project Documentation Submitted:(initials indicates submittal) ANY CHANGES TO THE APPROVED PLAN MUST BE O 1.Grading design plan SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO M INSTALLATION NOTE: 2.Landscape design plan I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED THEM SPANISH WALK-SONRISA COMMON AREA PHASE 1 LANDSCAPE IRRIGATION PLANS ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN, HOA IRRIGATION 3.Irrigation design plan PLANT t EMITTER SCHEDULE NOTE: PLAN TREES,PLANTS,WALLS, AND F ANY KIND 4.Irrigation schedules EMITTER EMITTER SHALL NOT BE PLANTED,SIDEWALKS INSTALLED OR BUILT nIN CVWD AND USER EAANENT STRUCTUSSEMENTS OR BOTANICAL NAME ICOMMONNAME QUANTITY VOLUME RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. Post installation Inspection: (initials indicate completion) LOW WATER USE SHRUBS NOTE: DERGNM RH A.Plants installed as specified PER THE CITY OF PALM DESERT,ALL PIPING TO BE LOCATED These plans have been reviewed by the Coachella Valley Water District in ALOE VERA TRUE ALOE 2 1.0 GPH ADJACENT TO BUILDING J HARDSCAPE, NOT IN THE MIDDLE OF A T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8.Section DRAB Ml1 B. Irrigation systems installed as designed YUCCA RECURVIFOLIA GURVE LEAF YUCCA 2 1.0 GPH PLANTING AREAS DUE TO CONFLICTS WITH PLANTS ANC?TREES + �' 65597 et seq.requiring efficient landscape and irrigation design in cooperation with Comments: the local governing agency(City or County)."Approval of this drawing by CVA?D CHECM RH MODERATE WATER USE SHRUBS staff does not constitute approval to encroach into district and USBR Rights-of--Way. DATE BlGNONIA CAPREOLATA CROSSVINE 2 2.0 GPH © � S T R 1 G Trees,plants,walls,and permanent structure of any kind may not be planted or 1I-2I-13 A copy of this certification has been provided to Owner/Developer and District BOUGAINVILLEA'#3ARBARA KARST' BARBARA KARST BOUGAINVILLEA 2 2.0 GPH encr installedchment permit from CVWD. � Na in CVR D and USBR easements o ht of--way with t obta ing an BOUGAINVILLEA`BAN DIEGO RED` SAN f)lEGO RED BOUGAINVILLEA 2 2.0 GPHzV bib9't5 LE Comments: DISTICTUS'RIVERS' ROYAL TRUMPET VINE 2 2.0 GPH A r / CAD f TECOMARIA CAPENSIS CAPE HONEYSUCKLE-ESPALIAR 2 2,0 GPH tt t DATE ER>vtAN.AGE viENT D A T�IEtiT TRACHELOSPERMUM JASMINOIDIES STAR JASMINE-ESPALIER 2 2.0 GPH CfI 7Y OF PALM VE5ER� l SHUT Paimm CHRYSACTINIA MEXICANA TRUE ALOE 2 2.0 GPH jNV:15C710N 5jHEr-o e N07Z L4 It is my opinion that the work outlined above has been completed in substantial accordance with Coachella CVWD PLAN# EVELOPM T RVICE DEPARTMENT Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidiines. D RIOPE GA ANTEAVISCO A HIPSTER BUSH 2 2.0 GPH I P=,1 LIRIOPE GIGANTEA GIANT TRUFF LILLY 2 2A GPH REFER TO THE TITLE SHEET FOR THE CITY OF RTH PENSTEMON EATONII FIRECRACKER PENSTEMON 2 2.0 GPH PALM VE5ERT'S INSPECTION SCHEDULE. NO Landscape Architect Signature Date License No. RUSSELIA EQUISETIFORMtS CORAL FOUNTAIN 2 2.0 GPH Qt IQ' 20, 50, ROSMARINUS`TUSCAN BLUE' TUSCAN BLUE ROSEMARY 2 2.0 GPH b 20M PLAN SET " ` 11-21-13 IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO,/ DESCRIPTION gph PSI PATTERN TREE BUBBLER -W HUNTER PCB-25 BUBBLER HEAD ON SCH.80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24"BOX AND SMALLER .25 (0.5) 30 TRICKLE PCB-50 BUBBLER HEAD ON SCH.80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36"BOX .50 (1.0) TRICKLE PCB-10 BUBBLER HEAD ON SCH, 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE � `, � ,�. -- ►- SIDES OF TREE TYPICAL. POINT TO POINT DRIP t�A MW COAST FK2•nwAr,stxr,E goo NO SYMBOL RAIN BIRD XERI BUG XB-10PC-1032,XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS(1.0,2.0 GALLON PER HOUR) DMA FCWT,CMA004K 92b29 i, SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY H+91 443'14* fix("0"3'16M ' Al 1'7 TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH ;>= Al 2.1 Al /.42 , ND S CA A �¢ Drip VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM �` F 3/4" Drip 3/4" Drip PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ' NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADEDIci (1032)DRIP EMITTER ON TOP Cr '- NO SYMBOL RAIN BIRD ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING"RAIN BIRD EASY FIT"FITTINGS 7 31-144 _ - Dote- F7 P.O.C. 3/4"DOMESTIC WATER METER WITH 3/4"SERVICE LINE FOR FUTURE RESIDENCE,EXISTING PER CIVIL DRAWINGS * I1-21-0 VN STUB OFF WATER SUPPLY LINE FOR IRRIGATION AND PROVIDE A GATE VALVE TO ISOLATE THE SYSTEM. �T9 Gate A1 1.8 OT 103 LOT 102 LOT 101 LOT 100 OF CAI-if� PLAN 3C PLAN 2B PLAN 4A PLAN 58 [ ] HUNTER HUNTER PC-6001 INDOOR MOUNTED IRRIGATION CONTROLLER,W/MODULES TO PROVIDE REQ.STATION QUANTITY 3/4p Drip . ® INCLUDE A HUNTER WIRELESS SOLAR SYNC, INSTALL NO FARTHER FROM CONTROLLER THAN 800'FT FROM CONTROLLER. FR 161.17 I FF-,161.17 FF:161.17 FF: 161.17 PE:181 50 f PE: 181 50 "' WIRELESS SOLAR SYNC TO BE INSTALLED ON EVE WITH SOUTH OR WEST EXPOSURE AND FREE FROM ANY OBSTRUCTIONS SCARCE r , PE:181,50 PE: 1$1.50 - r „ ES, BUILDING, ETC, INSTALL PER MANUFACTURERS SPECIFICATIONS LOCATE CONTROLLER IN GARAGE AS AVAI ® U THE These drawings and/or the MONTEREY H_.... SPANISH �' , / ANDALUSIAN SPANISH COLONIAL ® CH AS specifications ,! HOUSE 120 VOLT ELECTRICAL POWER PROVIDED BY ELECTRICIAN VERIFY ACTUAL LOCATION IN FIELD ompanyinq spec;f _.... �, J I T SYNC MODULE & occ are t^e exclusive property a` SALES OFFICE HUNTER T FULL SUN EXPOSURE AND WIRE O S I c u MODEL I ANE)SCAPE MAY SE CONSTRUCTED '� �, , •, ® SOLAR SYNC SENSOR AND MODUL E, MOUNT SENSOR O EAVE OF ROOF 1N F L U 5 um/Summers Murphy, AT A LATER DATE //>/ ' rc s nd their use and pilbli WIRE MODULE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION �. cation shall be restricted to ;he % -- NIBCO T-585-70 FULL PORT BALL VALVE-LINE SIZE. oriC;inai site for which they r m were prepared. Pe-u", repro- W TORO (LOW FLOW VALVE RANGE .25-8.0 GPM) duciion or publication by any I El © (MED FLOW VALVE RANGE 20-200 GPM} . . method, ;n whole or pert, is SEE PLAN FOR VALVE SIZE.-DZK-EZF-075-LF(3/4"VALVE) OR DZK-EZF-I-MF( V VALVE) prohibited except by wr.tten ! PLASTIC ANTI-SIPHON TYPE CONTROL VALVE,WITH MESH WYE FILTER AND PRESSURE REGULATOR, INSTALL perrn;ssion from. Forsum/ 1 i BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. Summers & Mvrahy, Inc. TORO EZF-0-9-03 REMOTE CONTROL VALVE. AS APPROVED PVC PIPE 11/4"SCH.40 SOLVENT WELD AS MAINLINES 18"BELOW GRADE AS APPROVED PVC PIPE 3/4"- 11W 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. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L.APPROVED) NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS(U.L.APPROVED) NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE,LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS NO SYMBOL K.B. KC-XXX-S SPRING CHECK VALVE, LINE SIZE,1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE.FIRST LATERAL Z I. LINE TEE, WHEN RCV IS HIGHER THAN THE SPRINKLERS VALVE NUMBER of XX G.P.M. XX XX HYDRO-ZONE PLANT / GROUND OVER EMITTER LEGEND o # VALVE SIZE PLANT WATER TYPE USE #OF EMITTERS/GPH LOW SHRUBS 2-2.0 GPH (4.0 GPH) LOW MODERATE SHRUBS 2 -5,0 GPH (10.0 GPH) PIPE SIZING CHART MODERATE SHRUBS 2-TO GPH (14.0 GPH) CITY OF PALM DESERT 5 o TO 5 GPM 3/4"CL.200 PVC PIPE TREES 3 - 14.4 GPH (30,4 GPH) TO 10 GPM 1"CL.200 PVC PIPE 10 TO 15 GPM 1-1/4"CL.200 PVC PIPE DRIP SYSTEM NOTES: CONSERVATION STATEMENT 15 TO 25 GPM 1-1/2"CL, 200 PVC PIPE ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. �fATE• R C 1 � ■ POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN NOTE: LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS SPANISH WALK-SONRISA PHASE 1 LANDSCAPE IRRIGATION PLANS THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE CONTRACTOR SHALL SIZE ALL LATERAL LINES PER REQUIRED BY EACH SHRUB OR GROUNDCOVER. PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. PIPE SIZING CHART,IN NO INSTANCE SHALL PIPE PLANT/EMITTER SCHEDULE THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER SIZE EXCEED DESIGNATED GPM RANGE. CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT EMITTER EMITTER USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER [BOTANICAL NAME COMMON NAME QUANTITY VOLUME REQUIREMENTS, QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT C� CERTIFICATE OF PROJECT COMPLETION QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR Z STARTING WORK. O O LOW WATER USE SHRUBS Project Name: Parcel Map or Tract No.: DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO I- V ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH COMPENSATE FOR FUTURE PLANT GROWTH, MAINTENANCE PERSONNEL SHALL AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH Project Location: UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY 0 < � ALOE BARBADENSIS ALOE VERA 2 1.0 GPH PLANT GROWTH. W = 3 ALOE 'BLUE ELF' BLUE ELF ALOE 2 1.0 GPH Maximum Water Allowance: DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH (in hundred cubic feet) 3 NOTE A. ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS 2 1.0 GPH Estimated Total Annual Water Use: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAYING FOR CLARITY ONLY. O � N ... HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND LARREA TRIDENTATA CREASOTE 2 1.0 GPH A MINIMUM OF 18"OFF ADJACENT HARDSCAPE OR BUILDING AND OTHER OBSTACLES LAVANDULA ANGUSTIFOLIA LAVENDER 2 1,0 GPH (in hundred cubic feet) TYR OENOTHERA CAESPITOSA WHITE-TUFTED EVENING PRIMROSE . 2 1.0 GPH NOTE B: PENSTEMON SUPERBUS PENSTEMON 2 1,0 GPH Preliminary Project Documentation Submitted: (initials indicates submittal) CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR,INCLUDING BUT NOT LIMITED TO LIGHT SALVIA CLEVELANDII CLEVELAND SAGE 2 1.0 GPH 1, Grading design plan POLES,FIRE HYDRANTS,ETC. VERIFY ALL HEAD LAYOUT WITH OWNERS AUTHORIZED STIPA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH REPRESENTATIVE PRIOR TO STARTING WORK YUCCA ELATA SOAP-TREE YUCCA 2 1.0 GPH 2. Landscape design plan NOTE c: YUCCA BACCATA BANANA YUCCA 2 1.0 GPH BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 1.0 GPH 3. Irrigation design Ian ACTUAL LOCATION TO BE WITHIN PLANTER.BUBBLERS SHALL BE ALIGNED WITH TREES g g p AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT 2EPHYRANTHES GRANDIFLORA RAIN LILY 2 1.0 GPH IN FIELD WITH OWNERSAUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. Z 4. irrigation schedules NOTE: 9 ANY CHANGES TO THE APPROVED PLAN MUST BE LOW/MOD WATER USE SHRUBS Post installation Inspection: (initials indicate completion) SUBMITTED IN WRITING TO CLARK COUNTY FOR APPROVAL PRIOR TO INSTALLATION 1 AGAVE GEMINIFLORA TWIN FLOWER AGAVE 2 1.0 GPH AGAVE D METT{ NA AGAVE 2 1.0 GPH A. Plants installed as specified be 4~ ES A NOTE: LEUCOPHYLLUM CANDIDUM SAGE 2 1.0 GPH I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND HAVE APPLIED TREK � �W LEUCOPHYLLUM CANDID FRUTES M TEXAS RANGER 2 1 0 GPH B. Irrigation systems installed as designed ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN. NOTE: d Comments: TREES,PLANTS,WALLS,SIDEWALKS AND PERMANENT STRUCTURES OF ANY KIND W F` �} MODERATE WATER USE SHRUBS SHALL NOT BE PLANTED,INSTALLED OR BUILT IN CVWD AND USSR EASEMENTS OR Q J RIGHT-OF-WAY WITHOUT FIRST OBTAINING AN ENCROACHMENT PERMIT FROM CVWD. IL O } BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 2 2.0 GPH ce jti CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH A copy of this certification has been provided to Owner/Developer and District NOTE: PER THE CITY OF PALM DESERT,ALL PIPING TO BE LOCATED CAESALPINIA PULCHERRIMA ROCK ROSE 2 2,0 GPH C{STUS PURPUREUS LAUREL LEAF SNAIL SEED 2 2.4 GPH Comments: ADJACENT TO BUILDING/HARDSCAPE, NOT IN THE MIDDLE OF REAR YARD DODONAEA VISCOSA HOPSEED BUSH 2 2.0 GPH PLANTING AREAS DUE TO CONFLICTS WITH PLANTS AND TREES IRRIGATION PLAN LANTANA MONTEWDENSIS PURPLE TRAILING LANTANA 2 2.0 GPH LANTANA CAMARAVARS.'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH LIRIOPE SPECIES TURF LILY 2 2.0 GPH It is my opinion that the work outlined above has been completed in substantial accordance with Coachella DESK2*D RH MYRTUS COMMUNIS"COMPACTA' TRUE MYRTLE 2 2.0 GPH Valley Water District and The City of Palm Deserts Landscape and Irrigation Guidlines. These plans have been reviewed by the Coachella Valley Water District in A T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section DRAWN MJ ROSMAR{NUS OFFICINALIS ROSEMARY 2 2.4 GPH RUSSELIA EQUISETIFORMIS CORAL FOUNTAIN 2 2.0 GPH SALVIA GREGGII'SIERRA LINDA' RED SALVIA 2 2.0 GPH t Landscape Architect Signature Date License No. he to et seq.requiting efficient landscape and irrigation design cooperation with RH the local governing agency(City or County)."Approval of this drawing by CVWD CHECM staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE Q/S T R t G Trees,plants,walls,and permanent structure of any kind may not be planted or installed in CVWD and USBR easetnen -of--w out first 5btaining an encr ehment permit from CVWD. ' bibq?5 GIT�'' i./i PALM �✓��T 5L•�l'�L�' 1 10 DATE AGE. NTDEP _ �T INSPVCTION �C1 VILE N07r .40992 CVWD PLAN# /DENfL0PME>PWVICE DEPART IEN REFER TO THE TITLE SHEET FOR THE CITY IP�2 OF PALM DE5ERT'5 I NW ECTION 5C HEDULE. TNORH of 1 G7 20 3© ? Of 20 SHffTS i PLAN SET "E" 11-21-13 1 i IRRIGATION LEGEND IRRIGATION RUN TIME SCHEDULE �> 6 ICUlations SY MBOL MANUFAC7. MODEL NO.J DESCRIPTION gph PSI PATTERN Ofk ..:....... 1'ttDNTI . LIB Rt� tit er::...£iT <f t1 Rf 4. VAL RtlN �'L#r4.i�'T`'T'�`P.�'�SP�t�1:#�t.,1� T�'F'�.' :: At�� ::�#�''t '�" ':.: t£ - -. >�� '`� :. �.fAh#1T'� ;:_ . : .. TR EE BUBBLER ° OI.R _ " It - :. :.....:. .,..... :.. ... rt�lt. 11 t�tt d.: t�yer�t: TRICKLE HUNTER ER 25 fl.5 30 R UN ER PGB 25 BUBBLER HEAD ON SCH. 80 RISER INSTALLED 2 A OVE FINISHED GRADE FOR 24 BOX AND SMALL ... -; :. ..;.. ,,...: ...:.. _::. : .., . . .� � �Fi�� `f"4: II'[If Sc'3 ; {i I�:#1 3 : 'f: .5 PCB 50 BUBBLER SCH 80 S INSTALLED 2 ABOVE FINISHED GRADE OR 36 BOX - _`��:BBLE DON RISER, 80 E F SHED F p . TRICKLE E 50(1.0) TR C L Tt a ..' 3387 PCB-10 BUBBLER HEAD ON SCH. 80 RISER INSTALLED 2 ABOVE FINISHED GRADE FOR 48 BOX TREES AND PALMS 1.0 (2.0) UMBRELLA ...;. ,< ....: .....::. ....::: ... _ :.:.:. . _,. " :,... ., t,�to5c'xE Ktxr>9Crs Cl Pafrf# Ie ,Calafrrtta: ::.. _ ON"_ EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE Tr+�e�.' ,. _ ":. _. ;.. - . . ... ....... _.... _.. _ ._ ._ . _ �COAST tiofwAr,surF 200 SIDES OF TYPICAL. bbet.Ic .s {3' tLBt 3:'00 f7; I3 .. . t 2 E TREEu ( ? 16M + LES,P a t :; 1 '1`13"CAL N MS fJ30iUll S 5 POINT TO POINT DRIP TOTAL IN-HOU FOR ._:.: :.. Proj TOTAL ROr "I'f� �,ND S Cq P NO SYMBOL RAIN BIRD XERI BUG XB-10PC-1032,XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (1.0, 2.0 GALLON PER HOUR) THESE SUGGESTED RUN TIMES ARE FOR REFERENCE 0 ate :# ...... ft� ... MAWA}... h��. ► Phy tiq�� SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY ONLY. ACTUAL RUN TIMES MAY DIFFER DUE TO (GALLON PI»I TAIL .o'F VARYING SITE CONDITIONS. CONTRACTOR SHALL '¢ TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4"PCV FLUSH MANIFOLD LINE, INSTALL FLUSH ADJUST RUN TIMES AS REQUIRED TO PROVIDEoaj 1 VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM 7-31-14 PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT _ I {�tC))x{Cl S}X{T�rt�I Sty I✓;.)x(4.�)/{74$} = 273 CCF A NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT srgT Date MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, F OF ALif (1032)DRIP EMITTER ON TOP SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING ift tltna Plied Water r S C OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW,AND '(GALLGNSIEYAI " P.O.C. 3/4" DOMESTIC WATER METER WITH 314"SERVICE LINE FOR FUTURE RESIDENCE, EXISTING PER CIVIL DRAWINGS PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION STUB OFF WATER SUPPLY LINE FOR IRRIGATION AND PROVIDE A GATE VALVE TO ISOLATE THE SYSTEM. 0.00,040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER :. hest drawings and/or the ® IRRITROL RAINDIAL RD 600EXT WALL MOUNTED IRRIGATION CONTROLLER, LOCATE IN GARAGE AS AVAILABLE. DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM OUV0 (Etna x Plant lac :r x H rozone 5q;-Ft:Jx(W62)/{748)}/IE { � { � { '� accompanying specifications DESIGN CRITERIA, are the exclusive property of ® HOUSE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN,VERIFY ACTUAL LOCATION IN FIELD Forsum/Summers tic Murphy, tt3c tEt I.jrr Shl A Plit t n Inc. and their use oral Pc:b#- ® IRRITROL CL-W1 CLIMATE LOGIC KIT WITH A WIRELESS RAIN SENSOR 1 TRANSMITTER, MOUNT ON EVE OF RESIDENCE ROOF _ restrict to the �--W - colion stroll be res original site for which they NIBCO T-585-70 FULL PORT BALL VALVE-LINE SIZE. (�€1iLI t were prepared. Re-use, rec- TORO (LOW FLOW VALVE RANGE .25-8.0 GPM) P 1Ar CI E iU= : F du-thod � awhole}oor; p r'prcns n (MED FLOW VALVE RANGE 2.0-20.0 GPM) IRRIGATION NOTES hated except b wr.tt SEE PLAN FOR VALVE SIZE-DZK-EZF-075-LF(3/4"VALVE ) OR DZK-EZF-I-MF( 1"VALVE ) S & m Murphy,rn uInc. pro PLASTIC ANTI-SIPHON TYPE CONTROL VALVE,WITH MESH WYE FILTER AND PRESSURE REGULATOR. INSTALL Summers perrr:ssion ro BOTH ON THE DOWNSTREAM SIDE OF EACH DRIP RCV IN A VALVE BOX. 'I. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION ate Use Pura OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR TORO EZF-0-9-03 REMOTE CONTROL VALVE. PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. PllantFat~�t�f% M5 5t1 ;I" 4,2f39 If= 0:9 AS APPROVED PVC PIPE 11/4"SCH.40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES E11�U= 1;32 C{ AS APPROVED PVC PIPE 3/4"-11/4"CL.200 AS LATERAL LINES 12"BELOW GRADE BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE AS APPROVED PVC PIPE SCH-40 AS SLEEVING,TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS -Law Ct at r Use Trae Plarrt;n PLACE BELOW ALL PAVING, HARDSCAPE, ETC.,AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE_ SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L.APPROVED) 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE Punt I;actci'. 0 2 5s 0 . IE" 0'9 NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L.APPROVED) BEGINNING WORK. il:wu= . O CCF NO SYMBOL K.B.I. KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED SPRINKLERS HEREIN BEFORE BEGINNING WORK. Wd!/at'use Tt Z O NO SYMBOL K3.1. 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 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS Plant Factor:- II S fk IE= Q TO BE INSTALLED WITHIN PLANTING AREAS. VALVE NUMBER 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS XX XX G.P.M. PLANT GROUND COVER EMITTER LEGEND OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS 0 XX XX HYDRO-ZONE/ ERR.APPLICATION WERE PREPARED.ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AtL1I~D'IAfATIt.L?' 1tlC CF PLANT WATER TYPE USE #OF EMITTERS/ GPH REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY VALVE SIZE ke LOW SHRUBS 2-2.0 GPH {4.0 GPH) FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. (t ° ul�et'f*et) 10T4 I*ST1I T W-ATI�.I I; two 231 CCF - - - LOW MODERATE SHRUBS 2-5.0 GPH (10.fl GPH) 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE trt I1LtrItlr d ctl�ttxf��t� PIPE SIZING CHART MODERATE SHRUBS 2 -7.0 GPH (14.0 GPH) RESPONSIBLE TO COMPLY WITH LOCAL CITY,COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND �.. .,::. . 0 TO 5 GPM 3/4"CL.200 PVC PIPE TREES 3 - 10,0 GPH (30.0 GPH) INSTALLATION. 5 TO 10 GPM 1"CL,200 PVC PIPE 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE Q DRIP SYSTEM NOTES: 10 TO 15 GPM 1-1/4"CL, 200 PVC PIPE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 15 TO 25 GPM 1-1/2"CL. 200 PVC PIPE ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND. WATER CONSERVATION CONCEPT STATEMENT POLY FLEX TUBING ADAPTER SHALL BE CONNECTED TO THE PVC LATERAL LINES IN NOTE: LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE. POINT OF CONNECTION CONTRACTOR SHALL SIZE ALL LATERAL LINES PER REQUIRED BY EACH SHRUB OR GROUNDCOVER. TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. PIPE SIZING CHART, IN NO INSTANCE SHALL PIPE project Site:Spanish Walk Sonrisa Tract or Parcel Number: 33837 SIZE EXCEED DESIGNATED GPM RANGE. CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH,40 SLEEVE THE SIZE REQUIRED Project Location: City of Palm Desert, California � • QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE � QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. Landscape Architect/ Irrigation Designer/Contractor: SMP INC. STARTING WORK. Z 11. ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL Included in this project submittal package are: (Check to indicate completion) O O DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO REMOTE GONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE 0 COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL CONTROL VALVES WITHIN 18"OF HARDSCAPE, UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY 1. Maximum Annual Applied Water Allowance: O N 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS Conventional Landscape: 273 100 cubic feet/year PLANT GROWTH. ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS,WALLS, FENCES AND HARDSCAPE. THIS +Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) Cd INCLUDES, BUT NOT LIMITED TO,ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF Maximum Annual Applied Water Allowance: 273 100 cubic feet/year PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS O 0 v AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS, 2. Estimated Annual Applied Water Use by Hydrozone: Turfgrass Hydrozones: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feetlyear Low Plant Hydrozones: 49 100 cubic feet/year Mod Plant Hydrozones: 1.82 100 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 feetlyear 3. EATAWU <MAAWA Q 4. Landscape Design Plan Z 5. Irrigation Design Plan r 6. Grading Design Plan 7. Soil Chemical Analysis(optional) �W Description of Project: (Briefly describe the planning and design actions that are intended �.. IL to achieve consevation and efficiency in water use.): G Z V Utilization of controller with water budgeting feature. Irrigation zones separated by plant material types. ' Date: Prepared by: SH HOA IRRIGATION CALCULATIONS D� RH These plans have been reviewed by the Coachella Valley Water District in A T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8.Section DRAB AA.j 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County)."Approval of this drawing by CVVdDCHECM RH staff does not constitute approval to encroach into district and USBR Rights-of-Way. �� p / S T R i C "frees,plants,walls,and permanent structure of any kin may not be planted or I I_2I-I3 installed in CVWD and tJSBR easemen or n -of- v thout first obtaining an ener achment permit from CVWD. � NQ b I . IJ GAD RU DATE R M tiA : ENT DEPA h1EN CIT"r OF PALM VEWRr lMS CT/ON :;CHEVULE NO7r L40 n CVWD PLAN# E LOPI�tElvi E "ICE DEPARTMENT REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERV5 INSPECTION SCHEDULE. 8 OF 20 iem PLAN SET " ' 11-21-13 IRRIGATION NOTES ....7�4_ 1 ALL LOCAL MUNICIPAL AND STATE LAWS,RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION d$ i S -CO U 1 0 L OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR W, C,06i*N#6-iil W '_Pq� 4ter LEY WATERINSTWT ........... .............. .......... COAC L -ICT PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. CPA�Y��Lsy WATM P T . COACMEL �WAT.gk ISTRK.-T VAIL- VW_.X_ C .......... .......... ........... 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES So Sa LM#102 ri #1, -P pan$ 0. :PWJECT*� SP "PT 10Z A PROJECT-1 S Aw 1k JECT, #101 PAKTNSM INC ............. BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE Trkt#,,� 8T LANDSCAPE A6CNFf8CF5 14.33837 33 37 37 Tr9c PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS 34W COiAST HKHWAr.SILM d DANA PC&ff,CAUK04A UM a i�00 0.0�: Oro; 0e��,r of SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. ...... 443-U* FAX 60 443-IW ............................. .......... ...... ............. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. .......... (MAWAI kkNDSCAp flAWAY An jvd,�;04etAltmO�* JMAW M6XlM. mk m- 400t�r Id.0 AWA An Yvit6 R YEAR); S it, y 4, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED GALLOT45 P B- EAR� HEREIN BEFORE BEGINNING WORK. ........... r cc 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS 13 FOR DESIGN CLARITY ONLY AND IS ............... _70 5,CCF- . ..AMA. . ..... 7-31-14 WA C TO BE INSTALLED WITHIN PLANTING AREAS, 5.9 CCF t .............. ....... ............ 'EstIrW Ap ledatefUse W64 UsAd 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS r 10WO, Date .......... OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS :IGA SP R I�ALL $PE YFAR) 0 C ALI WERE PREPARED.ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY .......... F14 x(O W 74$) Sct FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. ...... im Sh 't,use Sb L These drawings and/or trie 'i .11, ..., .. ........... i- ............. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE ..... ......... ecifications accompanying sp RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND .......... ........ ............ .. .. ....... . . ....... ore the exc!usive Droperty of It= 0:9 Murphy, INSTALLATION. t............. Forsum/Surnmers EVVU& 1A CCF rwu EW Inc. and their use and publi- L"CC ............ ............... cation shdi be restricted to lie 8, ACTUAL LOCATION FOR THE INSTALLATION OF THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE original site for which they FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. were prepared. Re-use, repro- . .............. .... duction or publication by any 't �e etho , ;n whole or part. ;s -S 0,9 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE P1 F .40 ............... ................ ......... . ....... prohibited except by writter, 240a EWU permission from Forsum/ ewiut: TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE, LABEL SPARE WIRES AT BOTH ENDS, WU .... ............ Summers & Murphy, Inc. ............. .......... 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 ........... ........... . ...... ..... ........ .......... JE!%t�0,9 2, Fl� �0� TO EASILY PULL WIRE THROUGH, ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE Or z SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12"PAST THE EDGE OF THE PAVING. FWU 0;0 CCF ....... ....... 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 ................................ ........... It=:0,9 :Sq q Ft,� + -i -V ,CONTROL VALVES WITHIN 18"OF HARDSCAPE. 0 IE tt EWU--, 0.0 CCF CCF . twu_ ............. ............. .......... ............ ............ ........ ...... 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 W MAXIMUM APPLI 'k 5.9 CCF INCLUDES, BUT NOT LIMITED TO,ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF 'AT 4 �MAXIMUM,AP.PLIED,WATER�ALLQWAr4cE�,,... :MAXtN�APOLIE-jDW.ATiE-RALt+OWANCE,PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS ........... 4A CCF 'A 19WESTIMATED WATER V0 10T ED WATEP, AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. ATER 05' .................... ...... eet); n t*d It M4- L.-d d ........... ?U gig WATER CONSERVATION CONCEPT STATEMENT WATER CONSERVATION CONCEPT STATEMENT WATER CON'SERVATION CONCEPT STATEMENT WATER CONSERVATION CONCEPT STATEMENT POINT OF CONNECTION POINT OF CONNECTION POINT OF CONNECTION POINT OF CONNECTION OAWU 'A Tractor Parcel Number: 33837 Lot#102 Tract or Parcel Number: 33837 Lot#103 Project site:Spanish Walk Sonrisa Project Site:Spanish Walk Sonrisa Spanish Walk Sonrisa Tract or Parcel Number.-33837 Lot#101 W TER�ME TYR, W TER Project Site: Project Site:Spanish Walk Sonrisa Tractor Parcel Number.33837 Lot#100 TER Hy N A WATERWE ELSVATIOW(FT), NIA, Project Location: City of Palm Desert,California Project Location: City of Paim.Desert,California Project Location: City of Palm Desert,California Project Location: Ci!y of Palm D sod Cali ia ELEVAT-104DIFFERENCE Landscape Architect Irrigation Designer I Contractor: SMP INC. Landscape Architect I Irrigation Designer I Contractor: SMP INC. Landscape Architect Irrigation Desi2ner contractor: SMP INC. Landscape Architect Irrigation Designer Contractor SMP INC. V"OTE CC"TR-OL.VALVe:# ..0 T, "I ..::A4 RIEM.. C M�Lxfe IZE Included in this project submittal package are:(Check to indicate completion) Included in this project submittal package are:(Check to indicate completion) Included in this project submittal package are:(Check to indicate completion) Included in this project submittal package are:(C AND1(GP ... ......... heck to indicate completion) '*HEST:HEADS� OJF Nik NIA 1H SEE 1. Maximum Annual Applied Water Allowance: I Maximum Annual Applied Water Allowance: 1 Maximum Annual Applied Water Allowance: 1 Maximum Annual Applied Water Allowance:S. VIC8 .20.FT, COP LNE Conventional Landscape: 3.5 100 cubic feet/year Conventional Landscape: 6,5 100 cubic feet/year Conventional Landscape: 4.9 100 cubic feet/year 5.9 100 cubic feetlyear Conventional Landscape: pe: 0 100 cubic feetlyear(if applicable) +Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) +Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) +Recreational Turfgrass Landscape: 0 100 cubic feetlyear(if applicable) 3/C WATER METE PEY +Recreational Turfgrass Landsca Maximum Annual Applied Water Allowance' 3.5 100 cubic feetlyear Maximum Annual Applied Water Allowance: 6,5 100 cubic feettyear Maximum Annual Applied Water Allowance: 4.9 100 cubic feet/year Maximum Annual Applied Water Allowance- 5.9 100 cubic feetlyear NA 8ACKPL0W:PR-EV NIER:(R/P:TYPE:� :3 RIA: PSI*. NA I FlILTRAT 9YEF1 777077 2. Estimated Annual Applied Water Use by Hydrozone: 2. Estimated Annual Applied Water Use by Hydrozone: 2, Estimated Annual Applied Water Use by Hydrozone: 2. Estimated Annual Applied Water Use by Hydrozone: 100 cubic feetlyear Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feetlyear ff,ILKINS:�SR4)�, Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones, 0 LL$ I Turfgrass Landscape: 0 100 cubic feetlyear Recreational Tudgress Landscape: 0 100 cubic feet/year NA Recreational Turfgrass Landscape: 0 100 cubic feetlyear Recreational Turfq 1$F0 ASS EMS�Y PIPING(BROSAN rassLandscape: 0 100 cubic feet/year Recreationa 04 NIA PSI ATER 'ONTIR,OL VALV"E. 1 . Low Plant Hydrozones: -9 100 cubic feet/year Low Plant Hydrozones: 1.6 100 cubic feet/year Low Plant Hydrozones: 1.2 100 cubic feet/year Low Plant Hydrozones: 1.4 100 cubic feettyear MAS 0 N/A 7 141 P Mod Plant Hydrozones� 1.7 100 cubic feet/year Mod Plant Hydrozones: 3.3 100 cubic feetlyear Mod Plant Hydrozones: 2.9 100 cubicfeet/year Z Mod Plant Hydrozones: 2.5 100 cubic feetlyear WA NIA P6 , High Plant Hydrozones: 0 100 cubic feet(year High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feetlyear High Plant Hydrozones: 0 100cuNcfeet/year 0 0 L"ON VALVES ALL TYPE . Water Features: Water Features: 100 cubic feet/year I IA- 1180 Water Features: 100 cubic feet/year 100 cubic feetlyear Water Features: 100 cubic feet/year CH pvo�., PSI, Other Not Applicable 100 cubic feettyear Other Not Applicable 100 cubic feetlyear Not Applicable Not 1114!' 1 1 �S 11:140:: : . I Other 100 cubic feet/year Other .�pLlicable 1 GO cubic feel/year 6V I . 11 1 Estimated Annual Total Applied Water Use: 2.6 100 cubic feet/year Estimated Annual Total Applied Water Use: 4,9 100 cubic feet/year Estimated Annual Total Applied Water Use: 3.6 100 cubic feetlyear ter Use: 4.4 100 cubic feet/year WLM N L N1 -F N/A Estimated Annual Total Applied Wa -3. EATAWU<MAAWA 3. EATAWU<MAAWA 3. EATAWU<MAAWA 3, EATAWLI<MAAWA CONTROL VAIVE E M OTE 50 PS 4, Landscape Design Plan 4. Landscape Design Plan 4. Landscape Design Plan 4. Landscape Design Plan 10 14 10%-. . LATERA.LLINE:LOSS 5. Irrigation 5, Irrigation Design Plan Design Plan 5. Irrigation Design,Plan 5� Irrigation Design Plan N/A eHANPf� IGH,FT. N/A:: PSJ N/A ,$TEM 6, Grading Design Plan Grading Design Plan 6. Grading Design Plan 6, Grading,Design Plan SS MKO�#1 i;_1 7. Soil Chemical Analysis(optional) 7. Soil Chemical Analysis(optional) Soil Chemical Analysis(optional) URED� :48 ,1: 1PS]. ____�7- Soil Chemical Analysis(optional) TOTAL.Pn7S.-SUREAEO LSUM OF.417 .20 6.0 1P MFNWU EQUIREGSTAW:WA7MR M Description of Project:(Briefly describe the planning and design actions that are intended Description of Project: (Briefly describe the planning and design actions that are intended Description of Project: (Briefly describe the planning and design actions that are intended Description of Project:(Briefly describe the planning and design actions that are intended IRE S 0 B�01 I S.F R,0m,Ko to achieve consevation and efficiency in water use.): to achieve consevation and efficiency in water use.): to achieve consevation and efficiency in water use.): to achieve consevation and efficiency in water use.): Utilization of controller with water budgeting feature. Utilization of controller with water budgeting feature. Utilization of controller with water budgeting feature, Utilization of controller with water budgeting feature. Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. Date: Prepared by: Date: Prepared by: Date: Prepared by: Date: Prepared by: Z IRRIGATION RUN TIME SCHEDULE. " ''. . " . 3� ...... .. ....... 00 1RRIGA .......... AK Typ Shrub ad Grou"d Cloe M. .............O'�'40 '0' nt1PL _3, -D ............... ............ ......................... .......... Tre 16 S, ........... %*ET DBMFnON ............ .......................... ......... AR YARD T 'PER: TM M CYCLES DAY; .................. IRRIGATION CALCS Op P�&.SU813LSRS 0 jy*,: R .0_ AL_ Ut4.TWgr N,."PU" R1 ............. , -UN M. ............. ............. ......... THESE SUGGESTED RUN TIMES ARE FOR REFERENCE THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT DE9A>W RH ONLY, ACTUAL RUN TIMES MAY DIFFER DUE TO WITH THE CERTIFICATE OF COMPLETION TO THE LOCAL AGENCY THAT VARYING SITE CONDITIONS. CONTRACTOR SHALL MAY INCLUDE, BUT NOT BE LIMITED TO, INSPECTION, SYSTEM TUNE-UP, These plans have been reviewed by the Coachella Valley Water District in MV^I W SYSTEM TEST WITH DISTRIBUTION UNIFORMITY, REPORTING P, E accordance with Water Code Title 7,Division 1.Chapter 3,Article 10.8,Section ADJUST RUN TIMES AS REQUIRED TO PROVIDE OVERSPRAY OR RUN-OFF THAT CAUSES OVERLAND FLOW, AND 65597 et seq.requiring efficient landscape and irrigation design in cooperation with PREPARATION OF AN IRRIGATION SCHEDULE. REFER TO SECTION the local governing agency(City or County)."Approval of this drawing by CVWD CHECM RH 0.00.040 OTHER PROVISIONS IN THE COACHELLA VALLEY WATER staff does not constitute approval to encro.;�h into district and USBR Rghts-of-Way. DATE Trees,plants,walls,and permanent structure of any kind may not be planted or DISTRICT ORDINANCE 1302.1 LANDSCAPE AND IRRIGATION SYSTEM S T R installed in CVWD and USBR easernen t-of-w t ft t obtaining an 11-:21-15 DESIGN CRITERIA. en liment perruit from CVWD. A5) )OB Na (716,q-15 u Z2 CF7;s CAD FLE DATE ER AGE!MENT D TMENT CIT'r OF PALM DE5ERT %*ET Nih*M INSfIrC.710N SCHEMLE N07r CVWD PLAN# L4004 E OP od A fPZFEFk TO THE TITLE SHEET FOR THE CITY OF 5KVICE DEPARTMENT IC�2 PALM VESERT'S INSPECTION SCHEDULE. Z R 8 OF 20 "M PLAN "E" 11-21-13 I FINISHED GRADE IN TURF AREAS CONTROLLER,SEE LEGEND PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PRESSURE SUPPLY LINE TO HOUSE FOR SPECIFICATION. COVER, USE STAINLESS BOLT, NUT,AND WASHER, PRESSURE SUPPLY LINE TO BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE IRRIGATION SYSTEM o EDGE. HEAT BRAND"BW ONTO LID, TEE FITTING INSTALLED BY PLUMBER BALL VALVE, SEE LEGEND FOR SPECIFICATION 120 VOLT POWER SUPPLY """-- FINISHED GRADE IN SHRUB AREAS IN OTHERS {N J-BOX, O PARTNOM INC 4"MIN. 0 LN05CAPE ARCH"WM 34Wi I RIGID ELECTRICAL CONDUIT(1") DAN PC*ffOAST HALI OO U 200 t7rWA Pt7t�ti,G1iJi10RtiA 4�29 ( 443-U% FAX 00 443-UM F PRESSURE SUPPLY LINE 48„ 211 Ml DEPTH AS PER SPECS. 0 0 PVC MALE ADAPTER � BALL VALVE LOW VOLTAGE WIRE IN RIGID PVC Q�� N SC L. BRICK SUPPORTS VALVE BOX f.�' cr SCH.$(I PVC NIPPLE TPY. CONDUIT(3 )PVC ELECTRICAL SWEEP BRASS NIPPLE TO EXTERIOR BUILDING LANDSCAPE FABRIC SCH.$0 PVC UNION ,. ,•+ : WALL THROUGH J-BOX IRRIGATION MAINLINE, ;4 ' +.'.;� ' : BUILDING FLOOR BY OTHERS 7-31-14 SECTION VIEW-N.T.S. 3J4"ROCK,2 CUBIC FT. SEE SPECS. U>. Dade P SECTION VIEW-N.T.S. 1t_� NOTE: PVC MALE ADAPTER TYP. NOTE: �TF 4F CAttF�� BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE: PRESSURE SUPPLY LINE INSTALL ENCLOSURE AS INDICATED BY CITY STAFF&MANUFACTURER`S` INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE,INSTALL VALVE OFF-CENTER IN BOX. FROM METER RECOMMENDATION. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE PRESSURE REGULATOR(IF REQUIRED) ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S INSTALLATION AT MAIN LINE DEPTH. RECOMMENDATION. PLAN yjLW-N.T.S. These drawings and/or the accompanying specifications are the exclusive property of Forsum/Summers & Murptly, A BALL VALVE B PRIVATE LOT POC C CONTROLLER Inc- and their use and pub-:- be restricted to the original site for which they were prepared. Re-use, repro- ••--•ROOT BALL OF SHRUB ducdon or publication by any PLACE EMITTERS AT EDGE method, in whole or part, is OF ROOTBALL ON OPPOSITE prohibited except by written SIDES OF SHRUB.ADJUST' -:. •' FOR SHRUBS USE ONLY: permission from Forsum/ PER ROOTBALL SIZE 'T PG-XX-1032 PG MODULES Summers & Murphy, !nc. TYPICAL. SERIES(5.0,7.0 PER PC MODULES SERIES WITH OUTLET),INSTALL WITH PC DIFFUSER CAP EMITTER MODEL PFRJFRA, PRE-ASSEMBLED MAINLINE, SEE LEGEND POLYFLEX RISER ADAPTER. FOR TYPE. FOR TREES USE ONLY: 4" --MODEL PFR/FRA, DRIP EMITTER CONTROL DRIP LATERAL-PVC SCH PC-24-1032,PC MODULES PRE-ASSEMBLED POLYFLEX SERIES(24.0 GPH PER RISER ADAPTER VALVE ASSEMBLY,SEE 40 PIPE. ,' , • . ' . - _' .- OUTLET),INSTALL WITH LEGEND FOR TYPE. SHRUB EMITTER DETAIL PVC LATERAL LINE PIPE,SEE MODEL PFRIFRA, FINISHED GRADE (TYPICAL), SEE DETAIL ON SPECIFICATIONS FOR TYPE PLAN VIEW••N.T.S. PRE-ASSEMBLED THIS SHEET AND DEPTH REQUIREMENTS POLYFLEX RISER ADAPTER. GA— BACKBONE LATERAL- NOTE: -- --- -_ -- I�---_ PVC SCH 44 PIPE. PROVIDE EMITTERS QUANTITIES AS _�i�� r��^ I � Z INDICATED BELOW(SEE IRRIGATION MATERIAL J -� I FLUSH VALVE.SEE O _$D LEGEND-SHEET L2.1) ICI I 1—� — `-- 1 — -0 DETAIL ON THIS SHEET SHRUB .0 N 2(5.o GPH)EMITTERS,PER"LOW"WATER USE SHRUBS 2(7.0 GPH)EMITTERS,PER"LOW-MODERATE" PVC SCH 40 TEE OR ELL PVC LATERAL LINE — F G9 AND"MODERATE"WATER USE SHRUBS TREE 2(PCB.25 GPM)BUBBLERS,PER TREE E) 0--e -0 0 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 PLAN VIEW - N.T.S. REQUIREMENTS AS THE PLANTS MATURE. SECTION VIEW•-N.T.S. D DRIP/TREE LINE INSTALLATION E DRIP EMITTER F DRIP LINE LAYOUT • ELECTRIC ANTI-SIPHON WATERPROOF WIRE W •° LOW VOLTAGE WIRES,a MAXIMUMMAXIMUM ,'' ;` .7 ;` " PAVING CONTROL VALVE WIRES PASS THROUGH GROOVES IN , 9 CONNECTORS TUBE LID TO ALLOW LID TO CLOSE # � � CLOSE TUBE LID AFTER WIRE f�E SAND BACKFILL COMPACTED a IS INSERTED INTO TUBE �---� - : TO THE DENSITY OF TZ 40 PitIIC B EX4ST}NG SO}L Z4"WIRE LOOP O---� - '•:A ., •'.'.: .:.;.:,;: --�---- LATERAL LINES MIN.6"ABOVE POLY TUBE PRE-FILLED WITH - IN SCH 40 SLEEVE HIGHEST HEAD FINISH GRADECr .11 t -I WATERPROOF GEL I 1 O lz�l[ # _ CONTROL WIRES _ —f 1 [ LOCK TABS PREVENT WIRE REMOVALIN SCH 40 SLEEVE 3:t! I d O ONCE CONNECTOR IS INSERTED I( jT[ I I1 �+ - UNDISTURBED SOIL PRESSURE MAINLINE - -I I !-1 I _ 1 11--1 111 I f f 1=1 11 I�l I{ g SCOTCHLOK ELECTRICAL SPRING __._ �.. 1N SCH 40 SLEEVE CONNECTOR. WIRES SHALL BE , : 1J � PVC SCH,8Q NIPPLE O 0 N v PRE-STRIPPED OF 4J2"OF THE PVC SLEEVES TO BE INSULATION PRIOR TO INSERTION ( _ _ _ �� LENGTH AS REQ. 2 TYP. INTO THE CONNECTION. S TO TWICE THE DIAMETER SEATFIRMLY. CONNECTOR ONTO WIRES TO � I f f � � I � 1 � T SEAT 1'IRMLY. OF THE PIPE OR WIRE SCOTCHLOK CONNECTOR AND WIRES BUNDLE CARRIED. INSERTED INTO TUBE UNTIL THE DIMENSION A B C D CONNECTOR PASSES LOCK TABS DETAIL ALSO FOR PIPE 112"TO 4"IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. PVC LATERAL PVC PRESSURE MAIN NOTE: LINE PIPING WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. PVC SCH.40 FITTINGS TYP. 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 SECTION VIEW- N.T.S. WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION, Z G WIRE CONNECTION H SLEEVE INSTALLATION I ANTI—SIPHON VALVE ' WATERPROOF CONNECTION: ------FINISHED GRADE IN TURF AREAS = d FINISH GRADE 30-INCH LINEAR LENGTH TORO FCH-H-FIPT AUTOMATIC FLUSH OF WIRE,COILED I(� VALVE CLEAN COMPACTED BACKFILL O PLASTIC ROUND VALVE BOX,6 SIZE -—I IL HEAT BRAND FW ONTO LID. `��I�' 1 1 I'�t }I-F - ----- LATERAL LINES,SEE SPECS. r �—SCONTROL ZONE KJT, EE LEGEND FOR TYPE !I!1-1 N { {�• -•.----F}MSHED GRADE IN SHRUB AREAS :i�-—�� •':�`•:��.':�• ��-�.:��- 2" IN. ��-•••-�� (�.• :..a:.. -.� CONTROL WIRES,SEE SPECS. IRRIGATION of-TAILS }} UNDISTURBED SOIL Q ` PVC SCH ail CLOSE NIPPLE jj i !1 t ( PRESSURE MAINLINE,SEE SPECIFICATIONS --�-- -------PVC LATERAL LINE PIPE 11 I f (( j _ INSTALL 8 INCH MIN.ABOVE These plans have been reviewed by the Coachella Valley Water District in a a HIGHEST POINT OF DISCHARGE A T tr accordance with Water Code Title 7,Division I,Chapter 3,Article 10.8,Section E*AVM IwJ 5597 et seq.requiring efficient landscape and irrigation design in cooperation with ~`--"---BRICK SUPPORTS the local governing agency(City or County)."Approval of this drawing by CVN D CHECM RH DIMENSION A B G UV RESISTANT PVC SCH 40 PIPE staff does not constitute approval to encroach into district and USBR Rights-of-Wa, " DATE 3/4"ROCK,1 CUBIC FT. __._ (1 OF 2) D!S T R i G Trees,plants,walls,and permanent structure of any kind may not be planted or 1 i-21-13 1!2"TO 2-1I2"IN SIZE 181, 12" 4" installed in CVWD and USBR easements -of-way I t first obtaining an - - —PVC ELL SCH 80 SxT FINISH GRADEITOP OF MULCH encr achmpnt permit from CVWD. LANDSCAPE FABRIC 3"TO 8"IN SIZE 24" 4" �--- b 1 b9�5 PVC SCH 40 ELL J CAD � SECTION VIEW-N.T.S- ` 8-IN MIN. .0 f� (1 OF 2) DATE ER M AGEME.'T DEP ME G/TY OF PALM 12ESER7 SHr NL#**M INSPECTION SjHEPULE NO PVC LATERAL PIPE L40M CVWD PLAN# EVELOPME SE CE DEPARTMENT TO THE TITLE SHEET FQR THE ITy OF ID=,1 PALM DEaER.T'S INSPECTION 50HEL?I,1L . J AUTOMATIC FLUSH VALVE K PIPE INSTALLATION L DRIP ANTI—SIPHON ASSEMBLY to � :20 s>iffrs 11-21-13 i t SECTION 02810 1. Bali valves shall be of the manufacturer,size, and type indicated on the drawings. 2,04 Plastic Pipe and Fittings LANDSCAPE IRRIGATION 2_ Bail valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. A. Pipe shall be marked continuously with manufacturer's name,nominal pipe size,schedule or class, PVC type and grade, National Sanitation Foundation PART 1 - GENERAL approval, Commercial Standards designation,and date of extrusion. 1.01 Summary 3.All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards, B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672,ASTM D2241 or ASTM D1785. 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 C.Automatic Control Valves: Owner. 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 A PARTNOM INC 1.Automatic control values shall be of the manufacturer, size,and type indicated on the drawings. molded of an improved virgin PVC fitting compound. Slip PVC fittings shalt be the"deep socket'bracketed type.Threaded plastic fittings shall be injection UNrDSsCAK ARCHMM 34W CQW Ht WAY,AJM 200 B. The work shall include all materials,labor,services, transportation, and equipment necessary to perform the work as indicated on the drawings, in these molded.All tees and ells shall be side gated.All fittings shall conform to ASTM D2464 and ASTM D2466. � ,C"3-140 "0 specifications, and as necessary to complete the contract. 2. Automatic control valves shall be electrically operated. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shaft conform to ASTM D17$5. 1.02 Construction Drawings 2.06 Valve Boxes 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 ��.NOSCAp 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 A.Valve boxes shall be fabricated from a durable,weather-resistant plastic material resistant to sunlight and chemical action of soils. 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. 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 t wrench.faint compound shall be non-lead base 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 B.The valve box cover shall be green in color(tan color in decomposed granite)and secured with a hidden latch mechanism or bolts. F.When connection is plastic to metal,female adapters shall be hand tightened,plus one turn with a strap p i„between irrigation systems, planting, and architectural fez#ores. Teflon paste,tape,or equal. � i- � C. The cover and box shall be capable of sustaining a load of 1,500 pounds. B.All work called for on the drawings by notes or details shaft be furnished and installed whether or not specifically mentioned in the specifications. When an item 2.05 Valves 7-31-14 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 D.Valve box extensions shall be by the same manufacturer as the valve box. ♦c PM lDde authority for clarification, A. Ball Valves sj Date �Q E.The plastic irrigation valve box saver shaft be an overlapping type. �TF OF CA If 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 1. Ball valves shall be of the manufacturer,size,and type indicated on the drawings. discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of 2.07 Automatic Controller the Landscape Architect as soon as detected_ In the event this notification is not performed,the Irrigation Contractor shall assume full responsibility for any 2. Bail valves shall be constructed of PVC and shall be fusty ported. Ball valves shall have threaded connections. revision necessary. A. Automatic controller shall be of the manufacturer,size,and type indicated on the drawings. 3. All halt valves steall have a minimum working pressure of not{ass than 150 PSI and shall conform to AWWA standards. These drawings and/or the accompanying specifications 1.03 Quality Assurance B. Controller enclosure shall be of the manufacturer,size,and type indicated on the drawings. are the exclusive property of C, Automatic Control Valves: For-sum/Summers & Murphy, A. Provide at least one English speaking person who shall be resent at all times during execution of this portion of the work and who shall be thoroughly familiar 2.08 Electrical inc. and their use and publi- g P 9 P P 9 P 9 Y cation shall be restricted to the 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. 1.Automatic control valves shall be of the manufacturer,size, and type indicated on the drawings. original site for which they A. All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. were prepared. Re-use, repro- 2.Automatic control valves shall be electrically operated. duction or publication by any B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract furnish directions method, in whole or part, is covering points not shown in the drawings and specifications. B. All electrical work shall conform to local codes and ordinances. 2.06 Valve Boxes prohibited except by written permission from Forsum/ 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 2.09 Low Voltage Control Wiring Summers & M,urohy, Inc. these specifications, and their provisions shall be carried out by the Contractor.Anything contained in these specifications shall not be construed to conflict with A. Valve boxes shall be fabricated from a durable,weather-resistant plastic material resistant to sunlight and chemical action of soils. any of the above rules and regulations of the same. However,when these specifications and drawings call for or describe materials,workmanship,or 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. 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 B.The valve box cover shall be green in color(tan color in decomposed granite)and secured with a hidden latch mechanism or bolts. drawings shall take precedence. B. Connections shall be of the manufacturer,size,and type as indicated on the drawings C.The cover and box shall be capable of sustaining a load of 1,500 pounds. 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 1.07 Storage and Handling Owner. D.Valve box extensions shall be by the same manufacturer as the valve box. 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 E.The Contractor shall secure the required licenses and permits including payments of charges and fees,give required notices to public authorities, verify 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 E.The plastic irrigation valve box cover shall be an overlapping type. permits secured or arrangements made by others affecting the work of this section.State of California licensed contractor is recommended. no additional cost to the Owner. 2.07 Automatic Controller 1.04 Submittals 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. A. Automatic controller shall be of the manufacturer,size, and type indicated on the drawings. A. Materials List: 1.08 Cleanup and Disposal B. Controller enclosure shall be of the manufacturer, size,and type indicated on the drawings. Z 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 1 all irrigation system materials,or processes proposed to be furnished and installed as part of this contract. A. Dispose of waste,trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such 2.08 Electrical 2 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 2. The submittals shall include the following information: by his work and workmen at frequent intervals or when ordered to do so by the City's authorized representative. A.All electrical equipment shall be NEMA Type 3,waterproofed for exterior installations. a. A title sheet with the job name,the contractors name,contractor's address and telephone number,submittal date and submittal number. 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. B. All electrical work shall conform to local codes and ordinances. p 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 1.09 Completion 2.09 Low Voltage Control Wiring model number{i.e. I-40-ADVI36V}; and the page(s)in the submittal set that contain the catalog cuts. A.At the time of the pre-maintenance period inspection,the Landscape Architect,Owner's authorized representative,and governing agencies will inspect the A. Remote control wire shall be direct-burial AWG-Ut=type,size as indicated on the drawings,and in no case smaller than 14 gauge. 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, 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 exploded diagrams, price lists or other extra information. 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 B. Connections shall be of the manufacturer,size, and type as indicated on the drawings 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, 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 Owner's authorized representative,and governing agencies. 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 shad be circled on the catalog cuts. controller.These colors shall be noted on the"Record Drawings" plans located on controller door). B,The Owner's authorized representative shall have final authority on all portions of the work. e. Submittals for equipment indicated on the legend without manufacturer names,or"as approved",shall contain the manufacturer, Class or Schedule,ASTM 2.10 Irrigation Heads and Drip Emitters numbers and/or other certifications as indicated in these specifications. 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 shalt furnish a complete set of operating and maintenance instructions. 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 f. Submittal format requirements: drawings. � 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 i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. without any additional expense to the owner. Repairs shalt include the complete restoration of all damage to planting,paving or other improvements of any kind B. Irrigation heads and drip emitters shall be used as indicated on the drawings. as a result of the work. ii. Submittal package shalt be stapled or bound in such a way as to allow for disassembly for review processing. PART 3-EXECUTION Z V 1.10 Guarantee 3 iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. 3.01 Site Conditions 0 A.The entire sprinkler system, including all work done under this contract,shall be unconditionally guaranteed against all defects and fault of material and 8 �, 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No changes without City approval. workmanship,including settling of backfilled areas below grade, for period of one 1 A. Inspections: Q V p P P g Y PP p, ' g g g p { )Year following the filing of the Notice of Completian.a p 4. Manufacturer's warranties shall not relieve the Contractor of his liabilityunder the guarantee. Such warranties shall only supplement the guarantee. 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 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 0 * .4c N 9 y = 3 ZZ 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 may proper) commence. 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format described above. (i.e. broken pressure tine)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 2.Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations,the original design,the referenced standards,and B. Substitutions: additional cost to the Owner. the manufacturers recommendations. 0 N v 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 C. Guarantee shall be submitted on Contractors own letterhead as follows: B. Discrepancies: approval. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. 2. Provide a written statement indicating the reason for making the substitution. 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 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. 3. Provide catalog cut sheets,technical data, and performance information for each substitute item. 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 C.Grades: 4. Provide in writing the difference in installed price if the item is accepted, 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 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 ` t 1.05 Existing Conditions 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 grade. demand. Q 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 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be allowed to begin. telephone line connection to the irrigation system. PROJECT NAME: 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 PROJECT LOCATION: construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized representative prior to beginning construction. CONTRACTOR NAME: 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 ADDRESS: 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 for relocations. The Contractor will proceed in the same manner if a rock TELEPHONE: e layer or any other such conditions are encountered. F• SIGNED: 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. DATE: CIF E.The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. PART 2- MATERIALS F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. 2.01 Summary IRRIGATION SPECIFICATIONS 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. 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. 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. 2.02 Pipe RH These plans have been reviewed by the Coachella Valley`Hater District in DSKNO 1. 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 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 P T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section DRAWN MJ this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the existing landscaped areas_All repairs shall ASTM D 1785. 65597 et seq.requu-ing efficient landscape and irrigation design in cooperation with CHECM be complete to the satisfaction of the Owner's Representative. the local governing agency(City or County)_"Approval of this drawing by CVWD be B. Non-pressure lines 314 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC conforming to ASTM D 1785. staff does not constitute approval to encroach into district and USBR Rights-of-Way_ DATE plants, permanentany 1.06 Inspections D S T R t G installed inCVWD and USER easemen store of ht-of-wd matho planted 2.03 Metal Pipe and Fittings u first btain ng an 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 encro hment permit from CVWD. ;� �- bj�q provide safe access for such visits. A. Brass pipe shall be 85 percent red brass,ANSI, IPS Standard 125 pounds,Schedule 40 screwed pipe: ! /-? � GAD FLE •� DATE ATER MANAGE: E?vT DEPA CIE•` 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 B. Fittings shalt be medium brass,screwed 125-pound class. Gt t f %W e .�M .7 i T SE#fT NU11 R L authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing /NSiEGTION SGHEVU E Nr�� 4�? : 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 C. Copper pipe and fittings shall be Type K sweat soldered. CVWD PLAN# �EVOPMENT V .E DEPART�IE? T be, if so ordered, uncovered at the Contractor's expense. REFER TO THE TITLE tea'fiET FOR THE CITY OF smi PALM DE5ERT'S INSPECT{ON SCHEDULE. I I OF 20 SrI*M PLAN SET TT" 11-21-13 I t D. Field Measurements: 3.09Irrigation Heads and Drip Tubing 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 A. Irrigation heads and drip tubing shall be installed as indicated on the drawings. of all irrigation materials with all other work. 1. Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under this section. 2. Riser nipples shall be of the same size as the riser opening in the sprinkler body. 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities,which are caused by his PAR1HIRS.INC operations or neglect. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. tANOXM ARCM11118M 3M C006T HIG4"Y,Y E 200 E. Diagrammatic Intent: 3.10 Miscellaneous Equipment DA A KXW,CALICOM WIN l 443.U* FAX 00 4t3.W The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide offsets in piping and A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. 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. 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. NOSCA o F. Layout: 3.11 Flushing the System GA- P v 'to S 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads,valves, backflow preventer,and automatic controller. 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. CL 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved B. Irrigation heads shall be installed after flushing the system has been completed. 7-31-14 areas,but running parallel and adjacent to planted areas, install the piping in the planted areas. lhy4 G. Water Supply: �3.12 Adjusting the System sr9 Oats A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. OF CALF 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. 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. These drawings and/or the H. Electrical Service: accompanying specificotons C. The entire system shall be operating properly before any planting operations commence, are the exclusive property of 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 Fcrsurn/Summers & Murphy, additional expense to Owner. D.Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the manufacturer. Inc. and their use and publi- cation st•:(3ll be restricted to the original site for which they 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others. 3.13 Testing and Observation were prepared. Re-use, repro- duction or publication by any 3.02 Trenching 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, method, in whole or part, is prohibited except by written Owner,and governing agencies. permission from Forsum/ A. Excavations shall be straight with vertical sides,even grade,and support pipe continuously on bottom of trench. Trenching excavation shall follow layout Summers & Murpi^y, Inc. indicated on drawings to the depths below finished grade and as noted.Where lines occur under paved area, these dimensions shall be considered below B. The Contractor shall be solely responsible for notifying the landscape Architect, Owner, and governing agencies,a minimum of 48 hours in advance,where subgrade. and when the work is ready for testing. B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller, 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, C. Provide minimum cover of 18 inches for control wires. 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 D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. 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. Provide minimum cover of 9 inches for non-pressure lines. E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes, 3.14 Maintenance 3.03 Backfi#ling During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation Z A. Backfill material on all lines shal€be the same as adjacent soil free of debris, litter, and rocks over 112 inch in diameter. coverage to all intended plantings.T 0 2 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 3,15 Completion Cleaning CC 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. 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. (� C. Flooding trenches in lieu of tamping is not allowed. END OF SECTION 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. CITY OF PALM DESERT MAINTENANCE 3.04 Piping 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 A. Piping under existing pavement may be installed by jacking, boring,or hydraulic driving. No hydraulic driving is permitted under asphalt pavement. Palm Desert's"Desert Flora" Maintenance Guide,current edition. B. Cutting or breaking of existing pavement is not permitted. O 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 REFER TO SHEET PS-1 FOR CITY OF PALM DESERT - verification. MAINTENANCE ��E LINES- E. W 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, ZugF. Parallel lines shall not be installed directly over each other. Q G. in solvent welding, use only the specified rimer and solvent cement and make all joints in strict accordance with the manufacturer's recommended methods ~ 0 d Y P pcc 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 O g filling. X34 H. PVC pipe shall be installed in a manner,which will provide for expansion and contraction as recommended by the pipe manufacturer. ai g r 1. Centerload all plastic pipe prior to pressure testing. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. K, For plastic-to-metal connections,work the metal connections first. Use a non-hardening pipe dope an all threaded plastic-to-metal connections,except where noted otherwise, All plastic-to-metal connections shall be made with plastic female adapters. 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. Q C.The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 3.06 Control Wiring Y. 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. 0~ 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 W 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. y i(� 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 0 I control valve. L, 401-9 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 SHMN approval. IRRIGATION SPECIFICATIONS 3.07 Valves A.Automatic control valves,quick coupler,and ball valves are to be installed in the approximate locations indicated on the drawings. DESKM RH B.Valve shall be installed in shrub areas whenever possible. These plans have been reviewed by the Coachella Valley water District in A T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8.Section C*AVM MJ C. Install all valves as indicated in the detail drawings. 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 CHKM RH D. Valves to be installed in valve boxes shall be installed one valve per box. staff does not constitute approval to encroach into district and USBR Rights-of-way. DATE O T R 1 C Trees,plants,walls,and permanent structure of any kind may not be planted or 11-•�1_15 3.08 Valve Boxes Installed in CVWD and USBR easements or ri t-of-way w, t first obtaining an enc• achmentpermitfromCVWD. )OB Na bibQ'TS A.Valve boxes shall be installed in shrub areas whenever possible. CAD FIE DATE R M "AGENKNIT DEP TM 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 112 inch above CallY 40"r— 1t,M VE.SERT saw tweet the surface of surrounding finish grads in lawn areas and 2 inches above finish grade in ground cover areas. L4 997. CVWD PLAN# E LOP MEN ER CE DEPARTMENT REFER TO THE TITLE 5HEET FOR THE CITY OF ISm2 PALM DE5ERT'5 IN51FEGTION 5GHEDULE. 12 OF 20 9*M PLAN ET "E" 11-21-13 ALL TREES TO BE LOW BRANCHING 51 NGLE TRUNK OR MULTI-BRANCHED A5 NOTED. ALL TREES TO HAVE LOWER BRANCHES IN-TACT. G.Y.W.D. COMMON AREA NO LIFTING OF CANOPY OR TOPPING OF COUNT REELECTS C•V•W•D• COUNT REFLECTS TREE AND VINE R IS PERMITTED I THE CITY OF TOTAL JOB (W.U.G.O.L.S.)- COMMON AREA SHRUBS � TOTAL JOB (W.U.G.O.L.S.)- T TREES I T ED W I TH N GROUNDCOVER LEGEND QUANTITY REGION 6 L*DSCAN LEGEND PALM DESERT. OUANT I TY REGION 6 UW ODAn H *"Y'aM MO DA"roar,Gv.#CaW SM 5YM50L DESCRIPTION 51ZE OTY. 5PAGING WATER NEED 00"3'U* FAX 00"3'" SYMBOL DESCRIPTION 51ZE OTY. WATER NEED AGAVE AMER.ICANA o NDSCA oe CENTURY PLANT 5 GAL. 5 610.0. LOW 0.2 AS ACACIA 5TENOPHYLLA 24" BOX LOW BRANCH I LOW 0.2 AGAVE GEMINIFLORA ni 0 5HOE5TRIN6 ACACIA 56" BOX LOW BRANCH I 0 See Plan TWIN FLOWER AGAVE 5 GAL. l0 4' O.G. LOW o.2 no-X 7-31-14 ft Date AW(3 6) ACACIA WILLARDIANA 56" BOX LOW BRANCH I MOD 0.5 # 11 21-19 0 PALO BLANCO O AGAVE DE5METTIANA rDate AGAVE 5 GAL. I W O.G. LOW 0.2 ATE CF CAL\f CH ALOE BARBADEN515 MOD 0.5 ALOE VERA 5 6AL. 5 4 O.G. LOW 0.2 c GHAMAEROPS HUMILIS 24" BOX MULTI-TRUNK 2 ' See Plan MED. FAN PALM 56" BOX MULTI-TRUNK 2 MOD 0.5 These drawings and/or the accompanying specifications ® ALOE 'BLUE ELF' are the exclusive property of FS BLUE ELF ALOE 16AL. I W O.G. LOW 0.2 Forsum/Summers & Murphy, FOUOUIERIA 5PLENDEN5 15 CANES MIN. 5 LOW 0.2 5'-O" HIGH MIN. Inc. and their use an pu i- ( o the icj) OCOTILLO originalon s site for restricted iccht they CAESALPINIA PULCHERRIMA were prepared. Re-use, repro- 5 6AL. 1 810.0. MOD 0.5 duction or publication by any LI (3 6) RED BIRD OF PARADISE method, in whole or part, is LA6ER5TROEMIA INDICA 56" BOX LOW BRANCH I MOD 0.5 prohibited except by written 0 GRAPE MYRTLE permission from Forsum/ Summers & Murphy, Inc. M Q (3 6) CISTU5 PURPUREU5 MELALEUCA OUINOUENERVIA 56" BOX LOW BRANCH i MOD 0.5 ORCHID ROCKR05E 5 GAL. 5 5' O.G. LOW 0.2 ° CAJEPUT TREE DA5YLIRON WHEELERI DESERT SPOON 5 6AL. 4 5' O.G. LOW 0.2 OE (3 6) LEA EUROPAEA (FRUITLE55) 56" BOX LOW BRANCH 4 MOD 0.5 ° OLIVE HE5PERALOE PARVIFLORA PG(36) PROSOPIS GLANDULOSA 36" BOX LOW BRANCH I LOW 0.2 RED YUCCA 5 6AL. Cl 4' O.G. LOW 0.2 0 TEXAS HONEY ME50UITE LANTANA CAMARA VAR5. 'NEW GOLD' Z NEW GOLD LANTANA 5 6AL. 12 6' O.G. MOD 0.5 0 H E LAVANDULA AN6U5TIFOLIA °L 3 6 LAVENDER 16AL. 11 2' O.G. MOD 0.5 M_ Q ( ) OUERCU5 MAGROGARPA X ROBUR 56" BOX LOW BRANCH I MOD 0.5 i \ HERITAGE OAK LEUCOPHYLLUM FRUTE5CEN5 � \ TEXAS RANGER 5 6AL. I 8' O.G. LOW 0.2 OE (Existing) ` OLEA EUROPAEA (FRUITLESS) i o i -_ OLIVE LIRIOPE MU5CARI TURF LILY 16AL. 4 1'-6" O.G. MOD 0.5 \\ PARKINSONIA FLORIDA MYRTUS GOMMUNIS "GOMPAGTA' \ ! P F(Existing) �° TRUE MYRTLE 5 6AL. 59 W O.G. MOD 0.5 �i I 0 I BLUE PALO VERDE O OENOTHERA GAE5PITO5A WHITE-TUFTED EVENINGS PRIMR05E 16AL. 24 2' O.G. LOW 0.2 J � PENSTEMON SUPERBUS \` COUNT REFLECTS G.V.W.D. v ® SUPERB PENSTEMON I GAL. I6 3' O.G. LOW 0.2 Z 3 N ALL VINES TO BE TOTAL JOB (W.U.C.O.L.5.)- aet UANTI TY REG I ON 6 ROSMARINU5 OFFICINAL15 'TUSCAN BLUE' O j VINES STAKED Q V R05EMARY 5 GAL. II 6' O.G. MOD 0.5 o 0 � Z N SYMBOL DE50RIPTION SIZE OTY. WATER NEED BOUGAINVILLEA '5AN DIEC70 RED' 15 GAL. 15 MOD 0.5 CORALIA EOUISETIFORMIS = 30 -�- � CORAL FOUNTAIN I GAL. 2 8' O.G. MOD 0.5 � � � cc 10, O.G. 0 d N v -jd•L- 67EL5EMIUM 5EMPERVIREN5 15 6AL. 4 MOD 0.5 NA55ELLA TENU1551MA GAROLINA JESSAMINE 10' O.G. MEXICAN FEATHER 6RA55 16AL. 50 2' O.G. LOW 0.2 -�}- LONICERA JAPONICA 'HALLIANA' IS GAL. 4 MOD 0.5 HALLS HONEYSUCKLE 10' O.G. --{}�- ROSA BANK51 AE 'ALBA PLENA' 15 6AL. 5 MOD 0.5 O ZINNIA GRAND I FLORA ' t LADY BANKS' ROSE 10 O.G. PRAIRIE ZINNIA I GAL. q I O.G. MOD 0.5 t p7 t EX 15TI NG 5HRU55 IV 501L AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING NOTE: ALL INSTALLATION AND MAINTENANCE SHALL AN AGRONOM I G 501 L5 ANALYSIS SHALL MEET OR EXCEED THE G I TY OF PALM DE5ERT'5 NOTE: _ BE PREPARED BY THE CONTRACTOR AND "LOW WATER ORDINANCE" AND FOLLOW THE NO TREES SHALL BE PLANTED WITHIN co H FURNISHED TO THE LANDSCAPE ARCHITECT MAINTENANCE SCHEDULE $ GU I DEL I NE5 G.V.W.D. EASEMENT OR RIGHT-OF WAYS. AND THE G I TY OF PALM DESERT E5TABL 15HED IN THE CITY' OF PALM DE5ERT'S NOTE: INSPECTOR FOR THEIR REVIEW AND "DESERT FLORA" MAINTENANCE 6U I DE, CURRENT NO CONFLICTING UTILITIES WITHIN PROJECT AREA. APPROVAL. THE CONTRACTOR SHALL EDITION. HST D N INSTALL ONLY THE 501 L AMENDMENTS COMMON AREA RECOMMENDED BY THE 501 L TE5T1 NG LAB PLANTING / AND ONLY TH05E APPROVED BY THE LEGEND G I TY OF PALM DESERT LANDSCAPE NOTE INSPECTOR. I N COMPLIANCE WITH TREES, PLANTS, WALLS, SIDEWALKS AND PERMANENT JL ORDINANCE I881; PLANTS SHALL BE STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, A T These plans have been reviewed by the Coachella Valley Water District in M^� accordance with Water Code Title 7,Division I,Chapter 3.Article 10.8.Section JL INSTALLED OR BUILT IN CVWD AND U55R EASEMENTS R 65597 et se requiring efficient landscape and irrigation desi in cooperation with BAGKF I LLED WITH LOCALLY PRODUCED q� q � � �' � � JL OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND the local governing agencv(City or County)."Approval of this drawing by CVWD COMPOST FROM COACHELLA VALLEY staff does not constitute approval to encroach into district and USBR Rights-of-Way. COMPOST FAG I L I TY OR GAL B)OMAS. ENCROACHMENT PERMIT FROM CVWD. o , G Trees,plants,walls,and anent structure of any kind may not be planted or WE I I-2I-I3 S T R , P� installed in CVWD and USBR easements or right of-way without first obtaining an COMPOST GTY. AS FOLLOWS' encroachment permit fromCVWD. PBNa • 6169-T5 GAD FRI DATE WATER MANAGEMENT DEPARTMENT GALLON SHRUB I SHOVEL G/TY OF PALM VE5E RT sir r 5 GALLON SHRUB 2 SHOVELS 1N5PVEG7/0N 5CHEMLE NOTE 15 GALLON SHRUB � SHOVELS CVWD PLAN# DEVELOPMENT SERVICE DEPARTMENT PLml REFER TO THE TITLE SHEET FOR THE CITY OF 24" BOX TREE 4 SHOVELS PALM DE5ERT'5 INSPECTION SCHEDULE. 56" BOX TREE 5 5HOVEL5 15 OF 20 sal•Iffn PLAN SET "E" 11-21-13 ALL TREES TO BE LON 5RANCH I NG SINGLE TRUNK OR MULTI-BRANCHED AS NOTED. ALL TREES TO HAVE LONER BRANCHES IN-TACT. G.V.IN.D. COMMON AREA NO LINING OF CANOPY OR TOFF I NCB OF COUNT REFLECTS C.V•Y�.L7. COUNT TOTAL JOB TREE AND VINE TREES #S PERMITTED YVITHIN THE CITY O;~ TOTAL JOB COMMON AREA SHi�:UBS � TOTAL JOB LEGEND PALM DESERT. allANT I TY REC�#ON GROUNI�COVER LEGEND QUANTITY REG 1 ON 6 � ' 3W C0W NOWAY, NO POW,CAFORW UM SYMBOL DESCRIPTION SYMBOL DESCRIPTION 51ZE QTY. 5PAGIN& WATER NEED 00 43-%* DESG PTIO SIZE QTY. �� FM"401W WATER NEED AGAVE AMERICANA o VP,ND SCA o CENTURY PLANT 5 GAL. 3 6` O.C. LOW 0.2 �Qft'G0. * 'yo 'y AS ACACIA STENOPHYLLA 24" BOX LOW BRANCH I LOW 0.2fir: �`` � 0 SHOESTRING ACACIA 56" BOX LOW BRANCH I AGAVE GEMINIFLORA -� See Plan ` TWIN FLOWER AGAVE 5 GAL. IO 4' O.C. LOW 0.2 7-3t-14 RWWW Date A (36 ACACIA NILLARDIANA 56" BOX LOW BRANCH I mop 0.5 * t{D� o PALO BLANGO AGAVE DESMETTIANA �qT R��P AGAVE 5 GAL. 1 4 D.C, LOW 0.2 £CF CAL1F� CH ALOE BARBADEN515 O CHAMAEROP5 HUMILI5 24" BOX MULTI-TRUNK 2 MOD 0.5 See Plan MED. FAN PALM 56" BOX MULTI-TRUNK 2 MOD 0,5 ALOE VERA 5 GAL. 3 4' O.C. LOW 0.2 hese drawings and/or the accompanying specifications ALOE 'BLUE ELF' are the exclusive property of F c� � 9BLUE ELF ALOE I GAL. I 4' O.C. LOW 0.2 Forsum/Surnn,ers & Murphy, ---- ---FOUQUIERIA 5PLENDEN5 15 CANES MIN. 3 LOW 0.2 Q� �q inc. and their use and Dubli- 1 5`-V a HIGH MIN. cation sh0{.`• be restricted i0 they , ) OCOTILLO CAE5ALPINIA PULCHERRIMA weror:e pr site tar which they were prepared. Re-tee, repro- 5 GAL. 1 8' O.G. MOD 0.5 duction or publication by any LACSER5TROEMIA INDIGA 56" BOX LOW BRANCH I MOD O,5 RED BIRD OF PARADISE O me in whole or part, is GRAPE MYRTLE � F / prohibited except by wrrtter. permission {ro..: o.sum Summers & Murphy, inc. C15TU5 PURPUKEU5 MELALEUCA QUINGiUENERVIA 56" BOX LOW BRANCH I MOD 0.5 ORCHID ROGKROSE 5 GAL. 3 5' O.G. LOW 0.2 ° GAJEPUT TREE DASYLIRON WHEELERI VE5ERT SPOON 5 GAL. 4 5' O.G. LOW 0.2 OE (3 6) LEA EUROPAEA (FRUITLE55) 56" BOX LOW BRANCH 4 MOD 0.5 G OLIVE HE5PERALOE PARVIFLORA RED YUCCA 5 GAL. q 4' O.C. LOW 0.2 P G(3 6) PROSOPIS GLANDULOSA 36" BOX LOW BRANCH I LOW 0.2 0 TEXAS HONEY MESQUITE LANTANA CAMARA VAR5. 'NEW GOLD' Z NEW GOLD LANTANA 5 GAL. 12 6' O.C. MOD 0.5 O %A E LAVANDULA ANC7U5TIFOLIA QM 6 LAVENDER I GAL. 1'7 2' O.C. MOD 0.5 ' ` QUERCUS MAGROGARPA X ROBUR 56" BOX LOIN BRANCH I MOD 0.5 HERITAGE OAK LEUCOPHYLLUM FRUTE5GEN5 TEXAS RANGER 5 GAL. I S` O.G. LDW 0.2 f/ OE (E X I S t I C"1 g) 1I OLEA EUROPAEA (FRUITLESS) I ° 1 - ` OLIVE LIRIOPE MU5CARI TURF LILY I GAL. 4 I'-•b" O.G. MOD 0.5 \-- -PARKINSONIA FLORIDA MYRTU5 GOMMUNIS "COMPACTA' P F(Ex i s t i n g) �� BLUE PALD VERDE TRUE MYRTLE 5 GAL. 31q 4' O.C. MOD 0.5 0 1 - _ I OENOTHERA CAE5PITOSA WHITE-TUFTED EVENING PRIMROSE I GAL. 24 210.0. LOW 0.2 1 1 PENSTEMON SUPERBUS COUNT REELECTS G.V.Y�I.D. v SUPERB PENSTEMON I GAL. 16 3' O.G. LOW 0.2 Z ; ALL VINE5 TO B TOTAL JOB {IN.U.C.O.L.S.�- Q Q bpi V I NE5 STAKED OUANTI TY RE&I ON (O R05MARINU5 OFFICINALIS `TU5CAN BLUE' % SYMBOL DESCRIPTIONWATER NEED R05EMARY 5 GAL. 11 ' O.G. Mop 0.5 0 5 IZ E QTY. 6 RU55ELIA EQUI5ETIFORMI5 = 3 Z ---�-- 3 BDU(5AINVILLEA `5AN DIEGO RED' 15 GAL. 15 MOD 0.5 CORAL FOUNTAIN 16AL. 2 a, O.G. MOD 0.5 BOUGAINVILLEA 10' O.C. 0 Q O +tVV Q &EL5EMIUM 5EMPERVIREN5 15 GAL. 4 MOD 0.5 GAROLINA JESSAMINE 10, O.C. 0 NAaSELLA TENUI551MA -- LONICERA JAPONICA 'HALLIANA' IS GAL. 4 MOD 0.5 MEXIGAN FEATHER 6RA55 I GAL. 30 2' D.G. LOW 0.2 HALLS HONEYSUCKLE IO' O.G. ROSA BANK51AE 'ALBA PLENA' 15 GAL. 3 MOD 0.5 � ZINNIA GRANDIFLORA LADY BANKS' ROSE 10' O.G. PRAIRIE ZINNIA I GAL.. 9 1' O.G. MOD 0.5 EXISTING SHRUBS Q Z O SD 1 L AMENLDMENT NOTE f NOTE: Y AT THE CONCLU5ION OF ROUGH 5RADIN6 ALL INSTALLATION AND MAINTENANCE SHALL s AN AGRONOM I G SOILS ANALYSIS SHALL MEET OR EXCEED THE CITY of PALM DE5ERT'5 3 NOTE: BE PREPARED BY THE CONTRACTOR AND "LOIN hATER OR.D I NANCE" AND FOLLON THE NO TREES SHALL BE PLANTED WITHIN EURN#SHED TO THE LANDSCAPE ARCHITECT MAINTENANCE SCHEDULE 4 GUI DEL I NES �„ G.V.W.D. EASEMENT OR I`:IGHT-OF WAYS. � t Ci v AND THE CITY OF PALM DESERT 0 t FOR THEIR REV I EY�I AND ESTABL I SHED I N THE G I TY OF PALM DE5ERT 5 NOTE.- INSPECTOR �5 APPROVAL. THE CONTRACTOR SHALL "DESERT FLORA" MAINTENANCE GUIDE, CURRENT NO CONFLicTIN6 UTILITIES WITHIN PROJECT AREA. INSTALL ONLY THE 50 1 L AMENDMENTS EDITION. COMMON AREA RECOMMENDED BY THE SO I L TESTI N6 LA5 . PLANTING / AND ONLY THOSE APPROVED 5%'r THE LEGEND G I TY OF PALM DESERT LANDSCAPE NOTE INSPECTOR. 1 N COMPLIANCE Y�11 TH TREES, PLANTS, Y�IALLS, S I DEY�IALK.S AND PERMANENT JL 5TRUGTUI;?E5 OF ANY KIND SHALL NOT BE PLANTED, These plans have been reviewed by the Coachella Valley Water District in A T accordance with Water Code Title 7,Division 1,Chapter 3.Article 10.8,Section �A � ORDINANCE I SS I; PLANTS TALL BE BACKF I LLED W 1 TI-I LOCALLY PRODUCED INSTALLED OR, BUILT IN CVWD AND U55R EA5EMENT5 R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with G QC® JL DR RI C7HT--OF-NAY NI THOUT FIRST OBTA I N I NCB AND the local governing agency(City or County)_"Approval of this dra��ina by CVWD COMPOST FROM COACHELLA VALLEY staff does not constitute approval to encroach into district and USBR Rights-of-Way.ENCROACHMENT PERMIT FROM GVYD. ntali i '�d permanent structure of � ynot fplanted DAB CDMPDST FACILITY OR GAL BIOMA5. S T R I sdnCVWD Rseme ht-of-wa bta ping an I I-21-13 COMPOST GQTY. AS FOLLOY45• encr achmentpertnitfromCVWD. )Os Ma 6169�5 "1),0, '). DAT9 ATER MA A6tMENT DEP. Tit - CAD f1.E I GALLON SHRUB I SHOVEL C17Y OF PALM ,DE5E RT SHM 5 GALLON SHRUB 2 SHOVELS IWPECT ION 5C!EVULE N07E L409% 15 6ALLON SHRUB 5 SHOVELS CVWD PL) # DE LOPME1 SE CE DEPARTMENT`T PL�l ttREFER TD THE TITLE SHEET FOR THE CITY OF 24 BOX TREE 4 5HOVEL5 PALM DE5ERT`5 INSPECTION SCHEDULE. 56" BOX TREE 5 5HOVELS 13 OF 20 SHffTS PLAN SET "E" 11-21-13 i 77777 CALLE SIEMPRE L4NDSCAPE AROWMn DAKA K*ff,CAUFO�yRPi UM�I,,.e r PF(Existing ` I I O I I p w O p c 1 i o I { 1 i I I I I # _ t r \\\� 7-31-14 Raiarot Ode Ode �P FUTURE PRODUCTION TREE '' AW 3 6 �--5 y_ ` LI _ `FS� / TFoF CAUF�¢a RELOCATE AFTER BUILD OUT p — - -"`� -'' � i�) s A 0 H(3(D} \ These drawings and/or the G accornponying specifications ti are the exc;uswe property of E x St I Forsum m/Sumers & Murphy, l Inc. and their use and pug:i I I cation shall be restricted to the original site for which t`te ` ✓ r were prepared. — >a r duction or publication by any \ method, in whole or part, is j \ \ prohibited except by written \....,.... // permission from Foysurn/ \ Summers & Murphy, inc. I I ® ® z z \ .LOT 103 .LOT 102 .LOT 101 LOT 100 f PLAN 3C PLAN 2I3 PLAN 4A PLAN 5B w . ../. FF: 161 A 7 FF: 161.17 FF: 161.17 FF:161.17 f PE: 181.50 PE:181.50 a /r,:�� PE: 181.50 PE:181.50 %. .:..... \\ T ® MONTEREY SPAN#SH %M �' ANDALUSIAN SPANISH COLONIAL f F by r xistl j .. ....... E E � SALES OFFICE /r S(24 p z �- — — qW z � E I D E I (E x i s ..I:r 1 I I , ' W ................... W� � E ................. MODEL GE (Existir, PARKING Uj • _ __ `� , LOT � 1 / U r HANDICAP r J 0E _ 6 OE _ 6 (Exis in\q ,i -J t i # O t O J L_ J I O \ f FUTURE PRODUCTION TREE ADD rI ADD AFTER BUILD—OUT FUTURE PRODUCTION TRI*E \ ' ; o ; 3 4 5 C 7 i i \ •, 1 (� � RELOCATE AFTER \ / .... \ BUILD-OUT O.. \ I I 0 E (Existi 101 1 I o °t a ,...; o --#--- -� ---i�-- -- -- --�--- �" ---�--- ..... (Ex is tin E3 ® ® ® ` E !r , \- f . . . . . . . . . . . . SOIL. AMENDMENT NOTE NOTE NOTE: d � ALL PLANT MATERIAL SHALL 5E APPROVED 5Y LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR NOTE : TREES, PLANTS, WALL5, 51DEWALK5 AND PERMANENT AT THE CONCLUSION OF ROUGH GRADING SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOT06RAPH5 AND SPECIFICATIONS OF MATERIAL RECOMMENDED STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, AN AGRONOM I G 50 I LS ANALY515 SHALL TO 5E PURCHASED BY THE CONTRACTOR.. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE INSTALLED OR BUILT IN CVWD AND U55R EASEMENTS BE PREPARED BY THE CONTRACTOR AND PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRU55 24" 5OX AND UNDER, CONTRACTOR MAY SU5MIT A �� GOM��N �� OR RIGHT-OF-WAY WITHOUT FIRST OBTAINING AND "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL FURNISHED TO THE LANDSCAPE ARCHITECT VELI VERY TO THE 5117E NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED � �� ENCROACHMENT PERMIT FROM GVYVD. 3 AND THE G I TY OF PALM DESERT PHOTOGRAPH5. INSPECTOR FOR THEIR REVIEW AND ALL PHOTOGRAPH5 SHALL CONTAIN A PER50N OR MEA5UREING POLE, AND FRAME THE ENTIRE TREE / 5HRU5. _ MUTE: � ILAPPROVAL. THE CONTRACTOR SHALL 5PECIFIGATION5 SHALL AVVRE55 CALIPER, HEIGTH 4 WIDTH OF TREE / SHRU5. ��ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER $RANCHES WILL SE NO TREES SHALL I3E PLANTED WITHIN NOTE. C.V .D..W EASEMENT OR RIGHT-OF WAYS. RECOMMENDED BY THE 501 L TE5T1 NG LAB � go INSTALL ONLY THE SOIL AMENDMENTS ACCEPTED. ALL INSTALLATION AND MAINTENANCE SMALL / AND ONLY TH05E APPROVED BY THE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD AN5I 500 AND ARIZONA NURSERY I5A MEET OR EXCEED THE CITY OF PALM DESERTS NO CITY OF PALM DESERT LANDSCAPE STANDARDS. "LOW Y4ATER ORDINANCE" AND FOLLOW THE No GQNFLICTING UTILITIES WITHIN PROJECT AREA. COMMON AREA INSPECTOR. I N COMPLIANCE WITH REGASDL 5S F PREVIOU5 LAN SGAPE AR HITECT OR WN R, APP VAL5• THE CITY OF PALM DE RT MAINTENANCE SCHEDULE GUIDELINES TREE &VINE PLAN ORDINANCE 1551; PLANTS SHALL BE LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. ESTABLISHED IN THE CITY OF PALM DE5ERT'5 BACKFILLED WITH LOCALLY PRODUCED "DESERT FLORA" MAINTENANCE GUIDE, CURRENT DeSCNWRH COMPOST FROM COACHELLA VALLEY EDITION. These plans have been reviewed by the Coachella Valley Water District in COMPOST FACILITY OR CAL B I OMAS. P T accordance with Water Code Title 7,Division 1,Chapter 3,Article 1©.8.Section DRAWN �1 65597 et seq.requiring efficient landscape and irrigation design in cooperation with COMPOST QTY. AS FOLLOWS• the local governing agency(City or County)."Approval of this drawing by CVNk`D � RH staff does not constitum approval to encroach into district and USBR Rights-of-Way. DATE A I SHOVEL O Trees,plants,walls,and permanent structure of any kind may not be planted or I 1-21-15 I C LL©N SHRUB S T t C installed in CVWD and USBR easemen, or r ht-of-w v ithout fi obtaining an � GALLON SHRUB 2 SHOVELS ! A-P sencr achtnent permit from CvwD. � NabI6q.75 Ir.�" GALLON SHRUB SHOVELS 5/� 11� ! It t FU DATE TER M A MENT D ME 'in i�t, � C� 24" BOX TREE 4 SHOVELS G/T�f/'+ Cf?� �'�..��Mrr��1��//S�R��//T �.il'"'�L SKEET N11�M8t rt a SHOVELS iN��GTI�I�I �I'71..�V�� /�0� C"VWD PLAN# �� D ELOPMEN E lCE DEPARTMENT 36 BOX TREE REFER TO THE TITLE SHEET FOR THE CITY OF TP-1 Fall- PALM OESERT'S INSPECTION SCHEDULE. _ _ NORTH a IQ 20 3a 14 OF 20 SF�TS i PLAN "E= 11-21-13 ALI� PLANTING DE516N 5Y 5WA IN PARKWAY RAWHILS&LOW!PNC714ft ItVC lAt�6(7ME ARO417EM 3M COAST MOIWAT,9"700 FAX 443.1631 , .. �'9499 443.1446 N(� , : .... ...... PF(Existin o,�,NDSCAp xis V Lu X X h o y { ` 7-31-14 's UT _ � F�S r� .. Z , c FUTURE PRODUCTION TREE RELOCATE AFTER BUILD-0 N 1. Tf CiFi CA-iU� FD� P - , t t'`� These drawings and/or the e CP ... i- -E .' accompanying specifications i ,' 1 e the exclusive property of - - - �A /, i /' r� r�I Forsum/Summers do Murphy, r.... j '.. , t 1 t Inc. and their use cnd pubii- U} / . l �� cation shall be restricted to '�e tt for which they originalsite i \4� were prepared. Re-use, repro- / duction or publication by cry et hod,/ m hod in who'e or part s prohibited exceot by written permission from Forsurn/ Surnne s & Murphy, Inc. ` t :.-...- } LOT 103 LOT 102 .LOT 101 . LOT 100 - c.. ..t.. ....``'.. 3 PLAN 3C PL .J AN 2B PLAN 4A PLAN 58 FF: 161.17 FF: 161.17 jy' FF: 161.17 FF:161.17 ht . / PE;181.50 PE: 181.50 te r. r% /;, PE.181.50 PE.181.50 / ,... MONTEREY SPANISH ,�f'"` ANDALt)SIAN ` " SPANISH COLONIAL r s x, E xI ♦s SALES OFFICE 15TING �5HRU55 i / . S 24 5 :z 60 .... ..... v d�• �y, ,yin /r ! , \ I /r\t � J (E i ` € ...1.. .... I :. i 1 r ;r 4 Z �/ h- / �.... .................... L________ _.1 -. ULj � tom`! rr`L ��,� , t Cn .......... t�� r` Q. / . N j Lij _ MODEL ,. - /_, "El/ (Exi t rl ... ". ........ PARKING 1� r .. [J LOT ~� LLj Z Qa ° a Cn HANDICAP r E _ 0 E,_Q 6) } ...,....J L—_J ... . FUTURE PRODUCTION TREE ADD AFTER BUILD OUT ADD) S 6 FUTURE PRODUCTION TREE • a RELOCATE AFTER 1 3 4 S C 7 i BUILD-OUT Z Q � Z , x1 E % , } V I t 1 3 t ! t l t ( i O ( ! t • t o a , �� A a 0 t a 0 Z , ' ,, _. O 8 •- ............ �l ! 501 L. AMENDMENT NOTE NOTE-: NOTE: NOTE : TREES, PLANTS, WALL5, 51DENALK5 AND PERMANENT < < AT THE CONCLUSION OF ROUGH GRADING ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR 5TRUCTURF-5 OF ANY KIND SHALL NOT BE PLANTED, 00 AN AGRONOMIC SOILS ANALY515 SHALL SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED INSTALLED OR BUILT IN CVWD AND USER EASEMENTS Q BE PREPARE Y THE CONTRACTOR AND TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES A50VE 56" BOX, CONTRACTOR SHALL PROVIDE SEE SHEET � 1 FOR COMMON AREA OR RIGHT—OF—WAY WITHOUT FIRST OBTAINING AND Z D RAG PHOTO OF EACH SPECIMEN, FOR ALL TREES / 5HRU55 24 BOX AND UNDER, CONTRACTOR MAY SUBMIT A ! FROM G1fWD. FURNISHED TO THE LANDSCAPE ARCHITECT "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL lM- NCR C3AG "IM NT PERMIT AND THE CITY OF PALM DESERT DELIVERY TO THE 51TE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED INSPECTOR FOR. THEIR REV I EIN AND PHOTOGRAPHS. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASUREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. NOTE: 3 W APPROVAL THE CONTRACTOR. SHALL 5PEGIFICATION5 SHALL ADDRESS CALIPER, HEIGTH 4 WIDTH OF TREE / SHRUB. NO TREES SHALL BE PLANTED WITHIN INSTALL ONLY THE SOIL. AMENDMENTS ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE C.V.WD• EASEMENT OR RIGHT-OF WAYS. _* RECOMMENDED BY THE 50 1 L TE5T I NG LAB ACCEPTED• NOTE: � IL NOTE: < V / AND ONLY THOSE APPROVED BY THE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 500 AND ARIZONA NURSERY 15A ALL. INSTALLATION AND MAINTENANCE SMALL. NO CONFLICTING UTILITIES WITHIN PROJECT AREA. CITY OF PALM DESERT LANDSCAPE STANDARDS. MEET OR EXCEED THE CITY OF PALM DESERT'S � I N5PECTOR. IN COMPLIANCE JN I TH "LOIN V iATER ORDINANCE" AND FOLLOW THE REGARDL 55 F PREVIOUS LANDSGAP ARCHITECT OR O R APPROVALS T CITY OF PA M E ERT �J ORDINANCE 1 SS 1; PLANTS SHALL BE LANDSCAPE INSPECTOR AND MANA 99 RESERVES THE !C-�HT TO RE T ANY AN A L PLANT MATE MAINTENANCE SCHEDULE 4 OU I DEL I NE5 BACKF I LLED WITH LOCALLY PRODUCED ESTABLISHED IN THE CITY OF PALM DESERT 15 SHRUB COMMON AREA PLAN COMPOST FROM COACHELL.A VALLEY "DESERT FLORA" MAINTENANCE GUIDE, CURRENT COMPOST FAG I L I TY OR GAL B I OMA5. EDITION. DESKM COMPOST CITY. A5 FOLLOW5: RH These plans have been reviewed by the Coachella Valley Water District in DR^VM A T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section mi 65597 et seq-requiring efficient landscape and irrigation design in cooperation with CHECM I GALLON SHRUB I SHOVEL EL the local governing agency(City or County)."Approval of this drawing by CVWD RH 5 GALLON SHRUB 2 SHOVELS staff does not constitute approval to encroach into district and USBR Rights-of-Way. OATS I S GALLON SHRU�-3 3 SHOVELS O� s T � i O Tress,plants,walls,and permanent structure of any kind may not be planted or installed in CVWD and USER easeme right-of-w y ith t fir obtaining an 24" BOX TREE 4 5HOVELS 2 e naent permit from CVWD. �iQ 616975 36" BOX TREE 5 5HD1IEL5 5 J� LE: } 11 101 DATE ATER MA AGEMENT DEP TNI -1 C� � CIT?' OF PALM V 5ZR7" �./l s t I V srl�r INS#PEGTION .45CHEVE LE N07r L405001 CVWD PLAIN# DE ELOPI�IE SEVVICE DEPARTMENT sp,=,1 REFER TO THE TITLE SHEET FOR THE CITY OF ' _ NORTH PALM DE5ERT'5 INSPECTION SCHEDULE. of IQ 2D 30 15 Of 20 %W13 PLAN SET " ' 11-21-13 i LANDSCAPE ANCHI'MM LG64D JOB CW.U.G.O.L.S.} REC71 ON & DAM POM CAUFO ttw UM c9+�.43,,.6 roc f�,as,�t DESCRIPTION 07r, RATER NEED AS vpQSC,gp o ACACIA 5AL I G I NA 24" BOX LOW BRANCHING I MOD 0.5 Mfuz tw phy Fqp WILLLOW WATTLE SINGLE TRUNK LEADER �� _� do A A IA W ARD ANA 56" BOX LOW BRRANCHING I MOD 0.5 7-3�1-1r4e PALO BLAJ�O TR� SINGLE TRUNK LEADER # R� Date s�4 Dolt a� SC BUTIA CAPITATA 24" BOX 2 MOD 0.5 rFOFCAUV JELLY PALM These drawings and/or the LYSILOMA MIGROHYLLA }� accompanying specifications LM 56 BOX LOW BRANCHING 1 MOD ©.5 ore the exclusive property of 'THORNBERI' SINGLE TRUNK. LEADER Forsurr./Summers & Murphy. o DE5ERT FERN Inc- and their use and publ.i— cetion shall be restricted :o 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. G.Y.W.D. � (:END TOTAL �RE�1 OBI& } SYMBOL DE5CRIPTION 51ZE CITY. WATER NEED -- BIGNONIA CAPREOLATA 15 GAL. 5 MOD 0.5 GR055VINE -Q- BOUGAINVILLEA BARBARA KAR5T' 15 GAL. 2 MOD 0.5 BARBARA KAR5T BOUGAINVILLEA -�- BOUGAINVILLEA 'SAN DIEC70 RED' 15 GAL. 2 MOD 0.5 SAN DIEGO RED BOUGAINVILLEA oc -�- DI5TIGTU5 'RIVERS` 15 GAL. 4 MOD 0.5 ROYAL TRUMPET VINE p TEGOMARIA OAPEN515 15 GAL. 5 MOD 0.5 GAPE HCNE''5U0KLE - E5PAL I AR _ GALLAEUM MACROPTERUM 15 GAL. 4 MOD 0.5 YELLOW ORCHID VINE JOB EG :Nth TOTAL REC71ON 6 SYMBOL DESCRIPTION SIZE G?TY. 5PAG I NG WATER NEED U Q ALOE YERA 5 GAL 3 31 O.G. LOIN 0.2 V TRUE ALOE Z CHRY5AGTINIA MEXICANA 5 GAL .7 2' O.G. MOD 0.5 Q 0 DAMIANTIA DA15Y DODONAEA V15CO5A 24" BOX 2 8' O.G. MOD 0.5 C3 GREEN HOP5EED BUSH O LIRIOPE GIGANTEA 5 GAL 5 2' O.G. MOD 0.5 W = ; ZO E �� 61ANT TRUFF LILLY coed �)_FIREC...RAOKER PEN5TEMON 5 GAL 12 2' O.G. MOD o.5 G TTUSCAI BLUE R©5EMARY E' 15 GAL 4 51 O.G. MOD 0.5 CURVE LEA YUGG,L IA 15 GAL 4 51 O.G. LOW 0.2 g s a� NOTE: 5O I L AMENDMENT NOTE TREES, PLANTS, WALLS, 5IDW EALiK5 AND PERMANENT °� - STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, � AT TIME CONCLUSION OF ROUGH GRADING INSTALLED OR BUILT IN CYWD AND U55R EASEMENTS <co AN AGRONOMIC SOILS ANALY515 SHALL OR R 16HT-OF-WAY WITHOUT FIRST OBTAINING AND 3 BE PREPARED BY THE CONTRACTOR AND ENCROACHMENT PERMIT FROM GYWD. _ FURN15HED TO THE LANDSCAPE ARCHITECT NOTE, AND THE CITY OF PALM DESERT INSPECTOR FOR THEIR REYI EW AND No TREES SHALL BE PLANTED WITIrfIN � � APPROVAL. THE CONTRACTOR SHALL. NOTE: G.V.W.L7. EASEMENT OR RIGHT-OF WAYS. SHM INSTALL ONLY TIME 501 L AMENDMENTS ALL. INSTALLATION AND MAINTENANCE SHALL NOTIE: RECOMMENDED BY THE 501L TE5TING DESERTS MEET OR EXCEED THE CITY OF PALM DESERT NO CONFLICTING UTILITIES WITHIN PROJECT AREA. REAR YARD PLANTING AND ONLY TH05E APPROVED BY THE "LOW WATER ORDINANCE" AND FOLLOW THE LEGEND C I TYY OF PALM DESERT LANDSCAPE MAINTENANCE SCHEDULE 4 &U I DEL I NE5 INSPECTOR. IN COMPLIANCE WITH ESTABLISHED IN THE CITY OF PALM DESERT Is DSKND 'a ORDINANCE I SS I; PLANTS 5HALL BE "DE5ERT FLORA" MAINTENANCE 6U I DE CURRENT Thee plans have been reviewed by the Coachella Valley Water Disvi in r � � accordance with 1'e'ater Code Title 7,Division 1,Chapter 3,Article 10.8,Section �^� XX BACKF I LLED WITH LOCALLY PRODUCED EDITION. 65597 et seq.requiring efficient landscape and irrigation design in cooperation with QHECM COMPOST FROM �iDAC.HELLA VALLEY the local governing agency city or County)."Approval of this drawing byC�'��D XJC staff does not constitute approval to encroach into district and USBR Rights-of-Way. COMPOST FACILITY OR GAL E31 OMA5. L7 S T t C Trees,pla�tts,walls,and permanent structure of any kind not be planted or I I-2i-I3 installed in CVWD and USBR easern s ht-of=wa wit first btaining an COMPOST OTY. AS FOLL.OW5: encr achnient permit from C%1WD. JOB Na 6169-TS CAD ME I GALLON SHRUB I SHOVEL G/� OF PALM VESER7' DA ATER M NAGEMENT DEP T�f \T StWT NUW#IBER 5 GALLON SHRUB 2 SHOVELS iNSFECVON .CHEVULE N07E L�4 0 CVwD PLAN# D ELOFI�iF� SE ICE DEPART'�fE'tiT 15 GALLON SHRUB 3 SHOVELS PL�2 24" BOX TREE 4 SHOVELS REFER TO THE TITLE 5I-t)rI±T FOR THE CITY OF � HALM DE5ERT5 IidSPEGTI©N 5GHEOULE. I 36" BOX TREE 5 SHOVELS l h OF 20 S *M PLAN SET "0 11-21-13 —_ { V , .'`,.. /,. ....... ,..... ,. / / P I _., . . . �Z ', — �Z'Im�., .::.:1 , . ,� � rAL LE SEMI RE , . ,. . I— , -- , 14_� — _ ________ . .. . . . I. . 1, 1 . ' . %.1 -. ., I . >7 -:7 '. ".. I.. . t PARTHMS►W_ .. , COAST HOWY.1 . t/11r06t'J1lE ARC#ltCl5_ , / Pt .C�1t �li29 34f3! I. 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L: I t*1 r--- -0-- fiZ� tI : 1 I C � Y � 0 , . : tature . , : i/ , . , . ..+. /:. , w <, , , . r ., ... -i ... .. .. , .r. e• /: i r .. .. .: ,., .. _ .:,.- ., y:. c / ,; P ,, y y.... /," j' ,. r , ✓,I j, / /` ,1 ',,. ,i' 1, / ,: l 0 iF r „:. r-' / /. / / F L / „ . .. _... r O , :.• , ' z ese draw{ an he j 4 h cf,,` ; i'" /" / ' occompanying specif catier.s , {<� _ !/ / y ,,,( are um/Summers & Murp. . o. /: by ' ,` For the ezc'u ive prop ;' Inc. - bi; :. -* Cnd t)'ke" use artd pu cfl#ion shoi4 be restricted t0 t`e origmol site for which 'hey were prepared. Re-use, repro- ..., >,. i '.'., p duct;on or publication by any ... // ! / B S ' method, in whole or pert, is rohi i wri r I ; `.,/ Z ., \2 ,....,,'/f permiss:'or. ropm ?orsurn/ Summers & �Aurphy, in -- *. c t LOT 103 i .L.OT 102 LOT 1©1 LOT 100 PLAN 3C PLAN 23 PLAN 4A FLAN 53 , tl3 'S .... _ . FF:161.17 FP: 161.17 2 f< PF: 161.17 FF: 161.17 �r."� .. f ' ' PE. 181.50 ` / /� '-" PE: 181.5fl P1;: 1$1,5fl t i PE. 181.50 LN;' �,/ " . ' re I! /w, r!, / /a :/� �� MONTEREY �'.....,.''.. . .. .......... ........ SPANISH }1 r "' 7i �.,_ ANDALUSIAN " '.. 5PANISH COLONkAL i. : . la MODEL LANDSCAPE MAY BE CONSTRUCTED ''�f v '_ l `''; / SALES OFFICE ,/ / .•.,� / AT A LATER DATE '' C i ! .............. - ............... i ,. /"/ ,� Y/f/t .. , 3 y/ :- . «---- - -- - .' / ! : 3. 0 J /'.. %" , .,., / r p f � , f '" t { t/ j..: ,; , // '' L_._......___...... _..,.i . , ,.-.. .. // 9 .a'a` oL /� ." z H .," o C7 MODEL �t C;.� �; Ia PARKIN G .... „ -- }�� // '/ . .. . -� ', LOT c / . s / , : ; (/ . n' / HANDICAP .••J / / ,.. , ,,...., r / . . }( i .. ... ...... , fa ; /``' i l' n. n ;' i '( ./.' - : ( " 1 I 3 4 5 6 7 ,,. 1 1 •R , . __. /' t / .. I N' V J , . ' , ' �� c� �� o /i y ,/ .. . _ F ,1.,.. ' .!T , ! , !� p y ;. „r / "x:: "a " r ; i 4x . . . . . . . . _ /., / O . . . . . . . . . . . . . . . . . . . . . . . . . . T ,._ !, . . i . ,/ r.� p „ /' .. - :- /./... _ ( - . . � - '.. .'. -. .�.' .' ...I .'.' - :' Q ( , ''`` V.. ,.rr _. } _�_ /' : 1, r . I' .. O ;, >. _c;. �� . /` d'. /, /'- Z �, „: / ta' s 'i i. !� s �f L' 4 r i . r ` is ! ,�,:i. ,.,..,,! ! ' N v r Q „% ;lam l� l� �" 11 lam,; , . lam: NOTE, CONTRACTOR SHALL INCLUDE 2 LOIN VOLTAGE L 1 GHTS 501 L AMENDMENT NOTE NOTE : PER MODEL. AT THE GONG U51ON OF ROUGH GRADING ALL PLANT MATERIAL SHALL BE APPROVED 5Y LANDSCAPE ARCHITECT PRIOR TO DELIVERY. CONTRACTOR NOTE S L 9_ AN A67RONOMIG 501L5 ANALY515 SMALL SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOT06RAPH5 AND SPECIFICATIONS OF MATERIAL RECOMMENDED /^� TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR SHALL PROVIDE SEE SHEET FL-2 FOR R REAR r A RD rc BE PREPARED BY THE CONTRACTOR AND PHOTO OF EACH 5Ir'EGIMEN. FOR ALL TREES f SHRUBS 24" SOX AND UNDER, CONTRACTOR MAY SUBMIT A NOTE: FURNISHED TO THE LANDSCAPE ARCHITECT "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT RE5ERVE5 THE RIGHT TO REJECT MATERIAL L 7 1 C L r N 40 TREES, PLANTS, WALLS, S1DEN1ALK5 AND PERMANENT AND THE CITY OF PALM DESERT DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, / INSPECTOR FOR THEIR REV I ESN AND PHOT06RAPH5. ALL PHOTOGRAPHS SHALL CONTAIN A PER50N OR MEA5UREINc5 POLE, AND FRAME THE ENTIRE TREE / SHRUB. INSTALLED OR BUILT IN GVWD AND U58R EASEMENTS t�` APPROVAL. THE CONTRACTOR SHALL SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGTH 4 WI37Ti-I OF TREE / 5HRU5. Off'. i�.IGHT--OF—W,�rY Y�ITI-•IOUT FIRST OBTAINING AND � INSTALL ONLY THE SOIL AMENDMENT5 ONLY PLANTS WITH 5TRONG TRUNKS, C700D BRANCH CONFIGURATION AND INTACT LOWER BRANCHES WILL BE ENCROACHMENT PERMIT FROM CVWD. RECOMMENDED �3Y THE 501L TESTING LAB ACCEPTED. NOTE: .. 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TREE PLAN COMPOST FACILITY OR CAL. SIOMA5. EDITION. . COMPOST QTY. AS FOLLOIN5: RH These plans have been reviewed by the Coachella Valley Water District in t / A T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section DRAB MJ I GALLON SHRUB I 5HO Y EL 65597 et set{.requiring efficient landscape and irrigation design in cooperation with 5 GALLON 5HRB5 2 5HO� Et 5 the local governing agency(City or County)."Approval of this drawing by CVWD W RH `YELL staff does not constitute approval to encroach into district and USBR Rights-4-Way. DT 15 GALLON SHRUB, 5 SHOVELS ELS O Trees,plants,walls,and permanent structure of any kind may not be planted or 24i" OX .R E SHOVELS f S T R 1 G installed in CVWD and US13R easemen fight-of-w ithout first obtaining an I I-2I-I3 56" SOX TREE 5 SHOVELS 'oachment permit from CVWD. 6I69?5 I GAD FU 5CALr—: I tl 10' DATE ATER M. ; GEM£NT DEP TMENT sir " a CITY OF RAL.M 17,65E T INS EGTION 5GHE17ULE N07r u L40 CVWD PLAN n E LOP. E 'ICE DEPARTMENT REFER TO THE TITLE SHEET FOR THE CITY OF TPm2 PALM DESERT'S INSPECTION SCHEDULE. 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' : ? it Yi, , ��r/ / :.,i ........ r SALES OFFICE MODEL LANDSCAPE MAY BE CONSTRUCTED s, !y ., k••• hl , .. > ......: .. .. , . R / AT A LATER DATE . .... j�� -jy , E �,; .n,. .>r<\. / ... .: -, J L . f. , z n s. ,.. .. etc �F fi G , ��y ,,., c, - , w ❑ E~ / - __ . ,...,.... o,r , _ I ..... // Q. / H .,... t t , f% 1 / / .: 0♦ -: , :. _r ,.., ,... :, / �a.,./ _.............:... i .n`,'v" 0 MODEL .r, , t C. PARKING _. ,.. , , . 0 > , LtT v , - , , „ , / , ,,< . , , , :/ HANDICAP /. • .. ...j i /-. ... i , ;.>, 1 / / • 4 ✓ l{ ;, : /,_ 3 4 S 6 7 1 �:r: l_ . y jt t // / ii...i.>,. >.>',,.., i . .. I „.... . �.i ,, ® Y ,. ..�./ .. .i. / .../ /. j (!' j �� ) a o _..... r / 1 i ;, '. / . O , / / , _ t„ . . , . . . , . . . . . . . r . ;' O �. . J 1 ;;:Y :. . . . . . . . . . 0 i /' Q 7 , ;'' ,'` ti / . r.. ;/ H,. .. / / ,. . .--, /i •s / „ / ........... .. ...,...,,, r'. / ...... r,...,. .. , >„hi ,n' *Y- ,. , fir, :/ i, o , _ .... /�:. -rw-w ....... - w.,-w. .,� �-•. rrr. �� Tarr rr,r r11--. 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LAND5CAPE ARCHITECT RESERVES THE RIGHT TO REJECT MATERIAL L L TREES, PLANTS, AALL5, 51 DEAALK5 AND PERMANENT go AND THE CITY OF PALM DESERT DELIVERY TO THE SITE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE APPROVED STRUCTURES OF ANY KIND SHALL NOT BE PLANTED, INSPECTOR FOR THEIR REVIEW AND PHOTO6RAPH5. ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEA5UREING POLE, AND FRAME THE ENTIRE TREE / SHRUB. INSTALLED Olt: BUILT IN C\/WD AND USER EASEMENTS APPROVAL. THE CONTRACTOR. SHALL SPECIFICATIONS SHALL ADDRE55 CALIPER, HEIGTH 4 Y41PTH OF TREE / SHRUB. OR RIGHT-�OF-WAY WITHOUT FIRST OBTAINING AND 4 INSTALL. ONLY THE SOIL AMENDMENTS ONLY PLANTS WITH 5TRON5 TRUNKS, GOOD $RANCH CONFIGURATION AND INTACT LOYeR 5RANCHE5 WILL BE 3 1 W NOTE: ENCROACHMENT PERMIT FROM GVYVD. O � - RECOMMENDED BY THE 501L TE5TIN(5 LAB ACCEPTED. Z / AND ONLY TH05E APPROVED BY THE ALL. PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD AN51 500 AND ARIZONA NURSERY 15A ALL INSTALLATION AND MAINTENANCE SHALL ' NOTE: p d CITY OF PALM DESERT LANDSCAPE STANDARDS. MEET OR EXCEED THE CITY OF PALM DESERTS 5 NO TREES SHALL BE PLANTEV Y41THIN It 0 INSPECTOR. IN COMPLIANCE WITH GARDLES OF P VIOU ANDSG PE ARCHITECT OR O APPROVAL5• THE CITY OF P M DESERT LOW WATER ORDINANCE AND FOLLOW THE C,V•W,D• EASEMENT OR RIGHT-OF YSIAYS. ORDINANCE 1 SS I; PLANTS SHALL, BE LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND A PANT MATERIAL. MAINTENANCE SCHEDULE 4. GUI DEL.I NE5 B AGKF 1 LLED WITH LOCALLY PRODUCED ESTABLISHED IN THE G I TY OF PALM DESERT'S NOTE: REAR YARD COMP05T FROM COACHELLA VALLEY "DESERT FLORA" MAINTENANCE GUIDE, CURRENT NO CONFLICTING UTILITIES WITHIN PROJECT AREA. SHRUB PLAN COMPOST FACILITY OR GAL B I OMA5. EDITION. COMPOST 07Y. AS FOLLOWS: RH These plans have been reviewed by the Coachella Valley Water District in A T .F accordance with Water Cade Title 7,Division 1,Chapter 3,Article 10.8,Section DMM MJ I GALLON SHRUB I SHOVEL ' 05597 et seq.requiring efficient landscape and irrigation design in cooperation with C�ALLQN SHRUB SHOVELS the focal governing agency(City or County)_"Approval of this drawing by CVWD C 'M RH staff does not constitute approval to encroach into district and USER Rights-of-Way. 15 GALLON SHRUB SHO�/ELS 10 T R Trees,plants,walls,and permanent structure of any hind may not be planted or DAh : LI'" 80X TREE 4 SHOVELS t s 1 G installed in CVWD and USBR easem - t-of- ay i out obtaining an I 1-2i-13 tt f enc �htnent permit from CVWD. M Na 61775 _ F CAD FLE 36 �� TREE SHOE SCALE: I "l 1 0' DATE ATER M A EMENT DEP. MENT l�l TY' OF �"'r4L,M 17ESI RT SHM m INSIECTIDN SCHEI?t LE N07E . -�'�`0 3` CVWD PLAN# ELOPME • SE CE DEPAR .`T REFER TO THE TITLE SHEET FOR THE CITY OF t SPm2 PALM DESERT 5 INSPECTION 5CHEVULE. � " o' o 20' 30' 15 of 20 s�Ts PLAN T " " 11-21-13 ' �.:.! PREVAILING ° I. 'rIWH-TIE' BY V.I.T. CO. m 2 WIND ` -- TIES TO BE INSTALLED AT FLAN LOCATIONS DETERMINED 't TO BEST SUPPORT THE INDIVIDUAL FORM. 2. LODGEPOLE PINE STAKE &PAXTNM NC. ! x 12' LONG FOR 3M yARCHRIM aoo ALL TREES. GUT-OFF DIANA KWT.CNACRMA!A! _ EXCESS STAKE TO MINIMIZE 00+43-14w FAX{9e!!443-15 t DAMAGE TO TREE. 5. 2" COMPACTED LAYER ND SCq p -, 2 DECOMP05ED GRANITE. o�A F REFER TO TREE PLANTINb f 1 PLAN FOR SPECIFICATION. '� •� �'o 'S 5 TOP OF ROOT GROWN TO � _� = k= =1 = 6 BE AT FINAL GRADE. � 711 l �Q 1_=) k k:--- l k k=l i k i_ 4 - 4. FINAL GRADE 7-31-14 111 7 2 Renmd Date X DIAMETER 5 5. SOIL BAG A IMENDMENT NOTE *�q Dote II-d1-0 OF ROOT BALL 6 6. PLANT PIT EXECAVATION rFOF CAOf 1. 5HRU5- REFER TO PLAN FOR TYPE & LOCATION 1. ROOTBALL 2. 2" LAYER OF COMPACTED DECOMP05EP GRANITE- REFER TO TREE PLANTING PLAN FOR SPECIFICATION. 8. UND{5TADE. NATIVE T -k k � �� - SUBGRADE. These drawings and/or the TOP OF ROOT GROWN TO BE AT FINAL GRADE. # accompanying specifications ore the exclusive property of 5. FINAL GRADE NOTE' Forsur:/Summers & Murphy, MIN. TWO TIES (TOP d BOTTOM) Inc. and their use and publi- 4. BACKFILL- REFER TO 501L AMENDMENT NOTE 4 k-f k = k k- & REQUIRED. cation shall be restricted to the I ---k �- orig ncl site for which they 5. PLANT PiT EXCAVATION I- WRAP STAKE TO FORM were prepared. Re-use, repro- k �mm F16,URE EIGHT. NAIL W/ (1) duction or publication by any 6. ROOTBALL method, in whole or pert, is 2 X DIAME GALV. NAIL 1'fiROU6H EACH prohibited except by written 'T. UNDISTURBED NATIVE SUBGRADE I,% OF ROOT 5AI LN TIE INTO POLE. permission from. Forsum/ ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE Summers & !burp^y. inc. CITY OF PALM DE5ERT'5 CURRENT IN5TAIrLATION CITY OF PALM DE5ERT'5 CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. AND MAINTENANCE OUIDELINE5. S ty FLANTINC7 REE STAKIN. 4 5'-4' 5'-4' 5'-4' 5`-4' ROW 3 0 0 NOTES: z ALL PALM TRIlE=5 ARE TO BE Q O "BARE ROOT" AND MEET ROW 2 r 0 THE MINIMUM 5RO114N TRM A tt �C 5PECIFICATION AS INDICATED ON PLAN. ROWI o , - 'o p . 1. 2" LAYER OF COMPACTED q DEGOMP05ED 6RANITE- REFER TO TREE PLAN FOR SPECIFICATION O 2. TOP OF ROOTBALL TO BE 5 4- L.J AT SAME ELEVATION AS 1. 5/S" 5TAINLE55 STEEL EYE 5CREW IN Q '✓ DU6 FROM FIELD. LEAD SHIELDS e 2 5. ROOT BALL 2. 12 CAA. GALVANIZED WIRE. SECURE VINE 4 3 4. FINAL GRADE TO WIRE WITH NURSERYMAN'S TAPE 5. FUTURE EYE 5GREW5 p� 4 5. NATIVE 5AND BACKFILL 4. ANGLE BACK TRUNK OF VINE TO WALL l 6. UNDE5TUR13ED NATIVE 5U56RADE AND REMOVE STAKE, SECURE TO MIRE 5. MASONRY WALL L I M ( I' NOTE: u��I= { Ci FOR 5 GALLON VINE` INSTALL ROW5 I ANP 2. FOR 15 GALLON VINE, INSTALL ROWS I, 2, AND 5. TH15 DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS, - NOT BUILDING WALLS. VINES AT BUILDING WALL5 TO 2 X DIAMETER N BE ATTACHED TO Y400D TRELLIS. OF ROOT BALL d = 3 t ***ALL VINES TO BE DELIVERED STAKED"* ALL PLANT INSTALLATION SHALL MEET THE AFTER PLANTING STAKES SHALL BE REMOVED CITY of PALM DE51=r�T'S CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. 0 N v AND ATTACHED TO WIRE AS 5HOWN. 4 VINE ATfiA(��' WvIENT FALM FLANT I N SOIL. AMENDMENT NOTE AT THE CONCLUSION OF ROUGH GRADING AN A6RONOMIG 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 501L AMENDMENTS Z RECOMMENDED BY THE SOIL TESTING LAB / AND ONLY TH05E APPROVED BY THE CITY OF PALM DESERT LANDSCAPE INSPECTOR. IN COMPLIANCE WITH ORDINANCE 1661; PLANTS SHALL BE BACKFiLLED W1TH LOCALLY PRODUCED f COMP05T FORM COACHELLA VALLEY COMPOST FACILITY OR GAL BIOMA5. GOMP05T QTY. A5 FOLLOWS: I GALLON SHRUB I SHOVEL W 5 6ALL.0N SHRUB 2 SHOVELS 15 GALLON SHRUB 5 5HOVEL5 IL = 24" BOX TREE 4 SHOVELS �j J 56" BOX TREE 5 SHOVELS 0 V NOTE Le � NOTE: TREES, PLANTS, WALLS, SIVEI14ALK5 AND PERMANENT STRUCTURE5 OF ANY KIND SHALL NOT BE PLANTED, INSTALLED OR. BUILT iN CVWD AND U55R EASEMENT5 PLANTING OR RIGHT--OF-WAY WITHOUT FIRST OBTAINING AND ENCROACHMENT PERMIT FROM DETAILS CVWI?. DESK2*D RH These plans have been reviewed by the Coachella Valley Water District in ORAVOI Taccordance with Water Code Title 7,Division 1,Chapter 3.Article 10.8.Section M,J 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 CHECM RH staff does not constitute approval to encroach into district and USBR Rights-of-Way. WE Q 1 S T R , G Trees,plants,walls,and permanent structure of any kind may not be planted or installed in CVWD and USBR easemen t-of-way ' o t fir obtaining an enyfoachment permit from CVWD. JOB NO 616975 M FU DATE ATER MA AGEMENT DEP SHET NLOAM D ELOPME E ICE DEPART�I£NTCVWD PLAN L405", # PDml . 19 OF 20 %*m PLAN SET "E" 11-21-13 11, GENERAL NOTES GENERAL MAINTENANCE SCOUIREMENT5, 1. GENERAL SITE PLANNING AT THE cONCLU$ION OF ROUSH&RAVIN&, AN A&RONOMIC SOILS ANALYSIS SHALL 13E A. Clean-Up 1. The Contractor shall maintain duringinstallation a sufficient number of men and PREPARW BY THE OYOCK AND FMNISHW TO THE CITY OF PALM VeWRT FOR T1 EiR REVIEI'N AND APPROVAL, THE INSTALLINS CONTRACTOR SHALL INSTALL ONLY THOSE SOIL adequate equipment to perform the work herein specif led. All maintenance Work AMEhiDty N AND MRTiLIZER5 AS APPROVED SY THE CITY OF PALM DESERT LANDSGAM 1. After all installation operations have been completed, remove all �, SPECIALIST. rubbish, excess soil, empty plant containers and trash from the site daily. shall meet or exceed the the Gity of Palm Deserts Low Water Ordinance"; and p y p y• follow the maintenance schedule guidelines established in the City of Palm All scars, ruts or other marks in the area caused by this work shall be g y A. !Need Control for planting Areas (Except Slopes} repaired and the round left in a neat, order! condlt€on. Leave site in Desert's "Desert Flora" Maintenance Guide, current edition; and the CVWD p g y landscape / irrigation maintenance requirements and standards. broom•-clean condition at the and of each working day. Sweep all s P,R�INC p g q 1. Remove all existing weeds from site. paved areas, Including walks and otloo, on completion of all work. uNDSC4MARCH"W" All tree and plant pruning shall be performed by a licensed arborist and a G2'1 p 9 p up p 34M COAsr HCHWAY,surer M licensed landscape contractor and meet AN51 A500 practices. +^ . � 2. Install irrigation. (�4=' FAX"443101 On going maintenance after turnover to the homeowners association or on Individual homeowner shall meet the following minimum requirements. 5. A State of Gallfornlo Licensed pest control applicator shall apply syystemic B. Maintenance weed killer to all proposed planting areas per manufacturer's Spec,Ifications. �o NNDSCpp41 WEEKLY BASIS. 1. The Contractor shall maintain during Installation a sufficient number ofcy 1) Irrigation system shall be visually Inspected while routine weekly maintenance Is workers and adequate equipment to perform the work herein specified. being performed. Contractor shall look for and repair broken nozzles, drip all maintenance work shall meet or exceed the the City of Palm Desert's �, :� 4. $, to emitters, leaking valves and broken lateral lines. Repairs shall be made "Low water ordinance"; and follow the maintenance schedule 4 guidelinesthe it -+ immedloteiy with exact replacement parts. M te{ ancelGuideGCurrefntPeditalm aeserts Desert Flora 7-31-14 B. Soil Preparation 4 Finish Grading 11-211-0 2) Lawns to be mowed nee �P 1. Rough grade: Site to be received by Landscape Contractor to within �rEOF CA0f 5) Trees and shrubs obstructing views, sidewalks or brushing against buildings shall 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. be pruned. 2. After all work has been completed, inspected and accepted, all areas 2. Finish grade: Finish grading to consist of grading, raking and hand work wi11 be maintained for a period of ninety (410) calendar days or as long 4) All landscape areas shall be reviewed for fungus and pest infestations. necessary to achieve desired contour and f low line patterns, based as is necessary to establish thriving trees, vines 4 shrubs. These drawings and/or the specifications shall treat accordingly upon Civil Engineer' accompanying specificati s plans, resulting In evenly finished surfaces free of are the exclusive property of debris and litter. 5. Kee ail areas weed-free, adequately watered, and neat rorsum/Summ- ers & Murphy. p Inc. and their use and pubii- 5) Decomposed granite shall be raked , compacted and maintained in a neat for the ninety (a0) day period. Remove all debris from site and keep cation shall be restricted to the condition, 3. Shape mounds as shown on the tree planting plans. the entire site broom-clean. original site for which they Contractor to import soil necessary to attain design grades and berms. were prepared. Re—use, repro- 6) Dead leaf debris and spent blooms to be removed from plants and planting All import soil shall be free of weeds, debris, and shall be duction or publication by any p p p g similar to existing site soils to texture, type and chemical analysis. 4. Damage to any planted area shall be repaired Immediately. Depressions method, in whole or part, is beds. 9 yP y caused by vehicles or foot traffic shall be filled with topsoil, leveled prohibited except by written Finish grading sha{l be free of depressions or high spots, to provide and replanted. Exterminate gopher:,, moles and repair dcmage. permission from ro!s:,m/Summers & Murp^•y, inc. 'f) Dead / dying plants shall be Identified and a determination made if the plants) smooth and even surfaces for proper drainage. Final grade shall be Decomposed granite shall be replaced as needed. need specialized corrective care or replacement. Those plants that require I" below walk/top of curb. Remove from the site all stones over 2" in supplemental care or watering shall receive the necessary corrective action at the size. time intervention is deemed necessary. Plants that are dead shall be removed and 5. The project shall be so cared for that a neat, clean condition w111 be replaced with a "like" plant unless the contractor determines the plant should be 4. Top dress all shrub areas with a final 2" layer of compacted decomposed granite. laced with a different s ecle or not replaced at all. Corrective action / Refer to the "Tree Planting pcification. presented at a{{ times to the satisfaction shall the Owner and Landscape aae re Plans" for material se p p p Architect. The Landscape Contractor shall be expected to make a replacement recommendation shall be reviewed and approved by the Association minimum of one weekly visit for maintenance purposes. 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 G. Planting 6. The Contractor shall request a final site visit seven 0) days prior to the be corrected, removed or replaced at the moment the hazard is Identified. end of the maintenance period. This request shall be mitten and Plant trees, vines and shrubs as called for where Indicated on directed to the Owner and the Landscape Architect. Upon written Planting Plans and as detailed on Planting Detail sheet. acceptance of the project, the Contractor shall be relieved of any Z MONTHLY BA515: further maintenance. This work is to be performed In addition to weekly maintenance. Plant substitutlons are not permitted. Any: modification or substitution 1) Contractor shall run each irrigation valve to check for proper irrigation to these plans shall be approved by the City of Palm Desert prior to execution. coverage and system operation. leaky valves, broken heads, nozzles and pipes Stake only those trees needed as detailed on Planting Detail Sheet. C. Guarantee 12 shall be corrected immediately with "like" replacement parts. p All plant installations shall be guaranteed to live and grow to a period of 2) Contractor shall review watering times and make necessary adjustment to insure ninety MO) days after Installation and acceptance by the Omer. areas are not being over or under watered. Trees shall be guaranteed for one year. Any material that fails to grow through the specified maintenance and guarantee period shall be replaced 5) Spray planting beds for weeds such as Nutsedge, Bermuda, Milkweed and by the Contractor at no cost to the Owner. Bindweed. G2UARTERLY 5A515: D. Observation This work #s to be performed in addition. to weekly and monthly maintenance. D. Plant Purchases 1. observation visits specified herein shall be made by the Landscape e 1) Contractor shall conduct a detailed project walk. A written summary shall be Architect or his representative. The Contractor shall request prepared and submitted to the Association manager or homeowner. The summary ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE observation at least two (2) working days In advance of the time that the shall be specific and identify/ make recommendations for Items that need ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE observation is requested. corrective action above and beyond the specified monthly and weekly maintenance. LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS The summary shall Include recommendations for pest control, fertilizing, mulching, OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE 2. Observation visits are suggested for this following pets of the work: Q overseed€ng, equipment replacements, as well as plant specific Issues and concerns CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, CONTRACTOR t3 . The summary shall list recommendations / options and Identify When such SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / a. Upon completion of grading and soil conditioning prior to planting. Z 3. 2 corrective actions need to take place. 5HRJ)55 24" BOX AND UNDER., CONTRACTOR MAY SUBMIT A 0 "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT b. When trees are spotted for planting, but before planting holes are 0 J BIANNUAL BASIS: RE5ERVE5 THE R*HT TO REJECT MATERIAL DELIVERY TO THE 51TE excavated. CC 061 This work is to be performed In addition to weekly monthly and quarterly NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE 0 * .4c N maintenance. APPROVED PHOTOGRAPHS. c. Written acceptance of the project to release the Contractor from _ ; further maintenance shall occur after Final Observation with the Owner 1) The contractor, property manager or homeowner shall walk the property. Issues REOARVLC55, QF EMylOUS L ND GAPE AR HI T R QW R or his representative at the end of the maintenance period. S 9 1P related to continual problems such as pests, plants dying, maintenance challenges, APPROVALS• THE CITY OF PALM 12C5ERT LANDSCAPE INSPECTOR US equipment problems in addition to Specific, problem trees or plants shall be RE RYE TH Rl HT TO R T NY AN A PLANT MA RiAL. 0 .reviewed and correction actions taken. 2) All trees to be reviewed and evaluated. Trees / plants that are of problematic E. Verification of Dimensions form, size, shape or have foreseen rooting or breakage concerns shall be identified and corrective action pion is to be established. This plan shall include 1. All scaled dimensions are approximate. Before proceeding with any work, recommendations of removal with replacement of like specie, removal and the Contractor shall carefully check and verify all dimensions and replacement with different specie or removal without replacement. E. Plant Deliveries quantities, and shall Immediately notify the Landscape Architect of any discrepone-9 between the drawings and/or speceications and actual ANNUAL BASIS: 1. The contractor shall coordinate plant deliveries with the Landscape conditions. No work shall be done in any area where there is such a This work is to be performed in addition to weekly, monthly, quarterly and biannual Architect. The contractor shall provide minimum -72 hour advance notice of dl hite cy until approval for same has been given by the Landscape ccmaintenance. plant deliveries permitting Landscape Architect ample time to also notify Z the City of Palm Desert landscape Inspector of plant delivery dates and 0 1) Property Manager and contractor shall meet on site with association board times. F. Utilities 40 members to review, discuss and modlfy these minimal continuing maintenance guidelines and requirements. These guidelines shall be considered as minimum 2. The landscape contractor €s obligated to insure plants loaded on delivery I. The Contractor shall be responsible for verifying the location of all requirements. The parties may agree to strengthen these requirements but shall trucks prior to site delivery are those plants previously approved by the underground utility lines prior to any construction, so that proper not lessen any of these maintenance requirements. Landscape Architect and the City of Palm Desert Landscape Inspector. precautions may be taken not to damage such lines and plant locations, promptiy notify the Landscape Architect who Y4111 arrange for relocations = 5. Any plants that are not those previously approved, or those that do not of one or the other. Follure to follow this procedure places upon the cc IL meet the minimum specifications established though the photograph and Contractor the responsibility for, at his own expense, making any and all 0, Z t specification submittal process shall not be loaded and delivered to the repairs for damages resulting from his .work. 0 1 JOB site. �c a 4. Any plants damaged during loading transportation or off loading shall be CONTRACTOR QUALIFICATION NOTE: (y replaced. Damage is defined and may Include but is not limited to trunk ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-27 scaring, broken limbs, defoliation and wind burn. The Landscape Architect ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-5 PLANTING and the City of Palm Desert Landscape Inspector reserve the right to ALL MA50NRY CONTRACTORS SHAL#- BE CALIFORNIA LICENSED C-2cl SPECIFICATIONS reject any _4 all plant material. DESKS RH These plans have been reviewed by the Coachella Valley Water District in D1RAVM R accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section W 65597 et seq.requiring efficient landscape and irrigation design in cooperation-ith F. Plant Storage the local governing agency(City or County)."Approval of this drawing by CVWD CHECM RH staff does not constitute approval to encroach into district and USBR Rights-of-Way. DATE 1. Prior to plant deliveries, the contractor shall establish a staging area ID IS T R I C Trees,plants,walls,and permanent structure of any kind may not be planted or I I-21-13 where deliveries are to be received, This staging area shall be adjacent installed in CVWD and tJSBI�Basemen t-of- ay th ut fi st obtaining an to the Installation area however away from heavy construction and encroac ment permit from CVWD. JOB NO. 6169�5 equipment that may cause damage. DATE ER A . T DEP ThiE�T CAD FU 2. The contractor shall provide manpower as needed to adequately maintain SHUT plants located €n the sta in area. This includes but is not limited to hand - p 9 9 CVWD PLAN;# D 'ELOAA9 f SE VICE DEPAR : ENT watering, protection from wind or other damage and theft. psmi i 2 20 0 OF SMffi'S LANTI I � EC d F I CATI ONS I a PLAN ET "D" 11-21-13