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HomeMy WebLinkAboutSpanish Walk Esperanza Tract 33837 Model Complex Landscape Plans REVISIONS REV. SHT. DESCRIPTION DATE BY SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS SPANISH VVALK ESPERANZAQ T-1, L-1, L2/3/4/4a, L-5 REVISIONS PER CITY OF PALM DESERT'S PUBLIC WORKS 10/6/06 MC/JC DAN COAST HIGHWAY, SUITE 200 ANA POINT, CALIFORNIA 92629 DEPARTMENT (949) 443-14" FAX (949) 443.1631 0 -1, L-6 to L-10 REVISIONS PER CITY OF PALM DESERT'S PUBLIC WORKS 10/30/06 J.L. DEPARTMENT LPNDSCApF Murph1, q,A REVISE PLANS TO REMOVE SALES TRAILER AND MODEL 1.14.07 S.L. ci•N,, TRACT # 33837 3 ALL SHEETS � MODIFICATIONS AS DIRECTED BY CLIENT. w o cA CITY OF PALM DESERT& C.V.W.D. PLAN CHECK COMMENTS. 1.24.07 J.L. Signature 40 ALL SHEETS ADDED/ CHANGED NOTES AS DIRECTED. (NO DESIGN CHANGES) 7-31-08 * Renewal Date Q J'� DatePALM DESERT CALIFORNIA �P �TFOP CALIf�� ' Q These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi— SUBMITTED FOR APPROVAL cation shall be restricted to the DATE original site for which they APPROVED were prepared. Re—use, repro— MODEL COMPLEX LANDSCAPE PLANSDATE duction or publication by any method, in whole or part, is RELEASED FOR BID prohibited except by written DATE permission from Summers/ CONSTRUCTION SET ISSUED Murphy & Partners, Inc. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS CERTIFICATE OF PROJECT C❑MPLETI❑N Z O Project Name,_________________ Parcel Map or Tract No,,_________________ NOTES LANDSCAPE ARCHITECT tA Project Location:-------------------------------------------------- 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SUMMERS MURPHY & PARTNERS, INC. °C Maximum Water Allowance;___________________________________________ SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS 34197 COAST HIGHWAY- SUITE 200 Q SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. DANA POINT, CA 92629 (In hundred cubic feet) p Estimated Total Annual Water Use; 2. ALL WORK SHALL BE PERFORMED BY CALIFORNIA LICENSED CONTRACTOR. PHONE: 949-443-1446 Q<1< Q a a(in hundred cubic feet) FAX: 949-443-1631 Preliminary Project Documentation Submitteds (initials indicates submittal) 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING DINAH SHORE DRIVE CONTACT: WIL PINAROC TO STATE, COUNTYAND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY SITE 1. Grading design plan ----- ORDERS REGARDING PERFORMANCE OF WORK. IRRIGATION CONSULTANT 2, Landscape design plan AVENUE 35 �`� O 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE F SWEENEY & ASSOCIATES, INC. ___-_3, Irrigation design plan NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. z C%o �FF�, THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE > RR �y 38730 CANYON DR., SUITE C _____4, Irrigation schedules TO DAMAGE AND/OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. Q GERALD Rq���o MURRIETA, CALIFORNIA 92653 Post installation Inspection, (initials indicate comp(etion) A, PHONE: (949) 341-1200 -----A. :Plants installed as specified 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION DR. COMMUNITY BUILDER B, Irrigation systems installed as designed AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB 9 Y 9 o' w SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO w g w Comments ----------------------------------------------------- z TAYLOR WOODROW THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY RANCHO MIRAGE o BALM o DESERT �, O 15 GUSHING DRIVE ------------------------------------------------------------ THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY 0 CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE FRANK SINATRA ° DRIVE Y IRVINE, CA 92618 A copy of this certification has been provided to Owner/Developer and District CONTRACTOR'S RISK AND EXPENSE, o PHONE: 949 341-1200 O ( ) � � W CoComments, O ------- ---------------------------------------------- ------------------------------------------------------------ �' �'� w c O � R VICINITY MAP ,"no z 4 � o � o It is my opinion that the work outlined above has been completed in substantial N.T.S. Poo Q LU 01 N accordance with Coachella Valley Water District and The City of Palm Desert's J Q Z Q r Landscape and Irrigation Guidlines, a. Z ED ------------------------------------------------------------------------------ LEGEND - APPROVED - I Q (L G J Co W ch _. Landscape Architect Signature Date License No, Z J Z V Z FINA DSCAPE PACKAGE a. (p DIAMETER (33.60) EXISTING SPOT ELEVATION L,L C FF FINISH FLOOR ELEVATION 33.60 PROPOSED SPOT ELEVATION DA IX O) _ � o O r — v WATER CONSERVATION STATEMENT GF GARAGE FLOOR ELEVATION HT HEIGHT 1ANDSCAPEMANAG . i ___� _�___�____. W PE PAD ELEVATION BCR BEGINNING OF CURB RADIUS _ A Z TW TOP OF WALL ECR END OF CURB RADIUS _ Q TF TOP OF FOOTING ELEVATION TC TOP OF CURB THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN TH15 LANDSCAPE BW BOTTOM OF WALL BC BOTTOM OF CURB N PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. TS TOP OF STEP EJ EXPANSION JOINT THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER BS BOTTOM OF STEP Si SCORE JOINT U5AGE AND THIS DE516N MEETS THE CITY OF PALM DESERT'S WATER USE CB CATCH BASIN SC SAW CUT a REGtUIREMENT5. FG FINISH GRADE R RADIUS KEY MAP SHEET INDEX N 0) FS FINISH SURFACE RDWD REDWOOD Z Q Z HP HIGH POINT HDR HEADER Q Z LP LOW POINT LA LANDSCAPE ARCHITECT 1 FL FLOW LINE MIN MINIMUM SHEET NO. SHEET DESCRIPTION UJ O W OC ON CENTER MAX MAXIMUM KEY MAP a � a CB CATCH BASIN MJ MASTIC JOINT T-1 TITLE J Q CITY OF PALM DESERT LANDSCAPE TG TOP OF GRATE ELEVATION TYP TYPICAL L-1 CONSTRUCTION LAYOUT PLAN v V INV INVERT ELEVATION PA PLANTING AREA W ca INSPECTION SCHEDULE BB BOND BEAM ELEVATIONS L-2 CONSTRUCTION DETAILS H' 0 Z ALIGN \ L-3 CONSTRUCTION DETAILS W 1) 5LEEYING / GRADING a. Sleeve diameter, type depth and location o , L-4 CONSTRUCTION DETAILS J W X yp p 1 .0/o GRADIENT IN PERCENTAGE � � is ��/ L-4a CONSTRUCTION DETAILS Q o w b. Soil surface drainiage, elevations and trash (including weeds �� �� J rubble) 4:1 RATIO: 4' HORIZONTAL DISTANCE PER V OF VERTICAL HEIGHT L-Jr CONSTRUCTION SPECIFICATIONS MCO a '9 L 6 IRRIGATION PLAN = ch 2) HARD50APE / BOULDERS-GOBBLE R RIDGE \ �� M a O a. Sidewalk and wall layout GB A y L-7 IRRIGATION LEGEND AND NOTES v b. Utilities location GRADE BREAK J c. Boulder t e,size, wei ht and placement Cif Cy L-8 IRRIGATION CALCULATIONS Z O W yp g p Q 0 DIRECTION OF FLOW ���� �O -9y L-9 IRRIGATION DETAILS Q 3) RR I GAT I ON 5Y5TEM ROUGH-I N O I� O o. Trench depth DRAINAGE PIPE ��� �O L-9a IRRIGATION SPECIFICATIONS b. Pipe size and class �o L-10 TREE, VINE & GROUNDCOVER PLANTING PLAN c. Pressure test (125 psi for 6 hours) � ATRIUM DRAIN \ \ '9Q L-11 SHRUB PLANTING PLAN SHEET DESCRIPTION Z) \ � � , ,\0 E CO DECK DRAIN P 4) PLANT MATERIAL (trees 4 shrubs) 0 z ( ��? �� L-12 PLANTING DETAILS . �y doh' TITLE a• Condition O TURF DRAIN —PA S W b. Type L-13 PLANTING SPECIFICATION SHEET � c. Placements . 12 PROPOSED CONTOUR Is{ NOTE: 6Y' 5) GROUND COVER Decomposed granite) �--3 EXISTING CONTOUR ANY CHANGES TO THE APPROVED PLAN MUST BE c'�DATE' s8� DESIGNED a. Type I SUBMITTED IN WRITING TO THE CITY OF PALM �, S� C b. Depth and spacing =� L1J 4� — - - DESERT FOR APPROVAL PRIOR TO INSTALLATION �TUR�1 COM�'i� DRAWN SMP C. Compaction ( �_)� BERM - BUILT-UP LANDSCAPE GRADE F— - Z o MC WTJ (0) FINAL DETAIL REFERENCE O i - These plans have been reviewed by the Coachella Valley Water District in accordance CHECKED MC — F with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. a. Irrigatlon SHEET LOCATION DATE requiring efficient landscape and irrigation design in cooperation with the local 8.21.06 Ala Ives, boxes and wiring o o11 10 , o governing agency (Cityor Count "Approval of this drawing b CVWD staff does not Controller operation SECTION REFERENCE s r R g g g y y) pp g y JOB NO. constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 261441 Sprinkler, bubbler ad or drip emitter type, flow rate and quantity per plant. SHEET LOCATION - walls, and permanent structure of any kind may not be planted or installed in CVWD CAD FILE p FRANK C*J NATRA and USBR easements or right-of-way without first obtaining an encroachment permit Overall o eration � As built � from CVWD. SHEET NUMBER b• Tree staking NOT TO 5GAL LOC/AT I ON DATE WATER MANAGEMENT SUPERVISOR T�i c Overa CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR NOTE** SHOULD ANY OF THE ABOVE I N5PECT1 ON5 FAIL AFTER 2 OF 16 SHEETS ATTEMPTS THERE Y41LL BE A FEE A55E55ED FOR ANY RE-IN5PECTION5. MODIFIED FINAL PLAN 1.24.07 CORAZ _ SUMMERS/MURPHY & PARTNERS, INC.pA LSC O DEL _ — S-17 LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 S-1 ■ I \_P4DSC,4p DOOR ■ �t�0 4. Murphy " 3'-0" 3'-0" S-1 3 C G do 24'-011 cs cn 0 24" tl c> DOOR REFER TO PLANS DOOR s-8 PRERED BY SWA FOR Siewa PA 'I PA 24„ ■ 7-31-08 3'-0" PARKWAY AREA 24 18" PA 36" 1'contour-typ. S-6 * Renewal Date 24" 24" IMPRO\/EMENTS I I 24" S-18 ■ �j'9T Date 1 I S-20 S-6 S-18 F OF CALIF 1 12 5- 1 GENERAL CONSTRUCTION NOTES 36" 51-01 These drawings and/or the I 36 t 2 1. CONTRACTOR SHALL VERIFY DIMENSIONS IN THE FIELD AND ADJUST AS NECESSARY S 18 1 accompanying specifications 24" - I 18 1, WHILE MAINTAINING THE DESIGN CONCEPT. S-18 EJ 1' contour-typ. - I 2. CONTRACTOR SHALL VERIFY UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK AND are the exclusive property of 3-1 �36" I I CONTACT LANDSCAPE ARCHITECT FOR AUTHORIZATION IF DESIGN MODIFICATIONS ARE Summers/Murphy & Partners, 36" " I I NECESSARY. Inc. and their use and publi- 89 36 18 I 1' contour-typ. 1 3. PAVING CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION cation shall be restricted to the 24" ,. " 1 1 I I ■ CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE original site for which they - 2-1 1 15-0 �> ��� 2 S 19 - - 18' I I O 4 MATERIAL RESATURAT/O T OR WALK PATIOS, FOOTINGS, ' ASE 'I PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ET were prepared Re use repro \ 30" 8'-O" 18 I o S-1 VERIFY WITH THE PROJECT SOILS ENGINEER THE NEED FOR REINFORCING B ' 1 S, P N, ETC., F S, P S, F S, duction or publication by any 24° 3-6 r' I T 19-0method, in whole or part, is 3 " 1 EJ S-18 48„ ` 24„ I i ■ 5. EXPANSION JOINTS OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS,ADJACENT TO BUILDINGS AND WHERE NEW CONCRETE PAVING ABUTS EXISTING prohibited except by written ` I 1 SIDEWALKS AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN permission from Summers PA O I I O PA WALKS IS 16'-0' O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY Murphy & Partners, Inc. 4�� S 19 �� PA ��! ■ r PAF I SOILS ENGINEER. S-1 PA S-6 _ PA 6. SCORE JOINTS OCCUR WHERE SHOWN ON PLAN AND AS NECESSARY TO MINIMIZE AND 36" t J T -- ';� J,�t, i' I I - 1 CONTROL CRACKING OF CONCRETE PAVING. T I I ■ 7. CONSTRUCTION SHALL CONFORM TO LOCAL CODES AND ORDINANCES. o i_ I 8. STEP TREADS TO BE 12"WIDE(TYPICAL). STEPS GROUPED THREE OR MORE TOGETHER 18" 1 o ARE TO RECEIVE HANDRAILS. S-17 l l 3-3 )I ,1 I I �p ■ 9. REFER TO CIVIL ENGINEER'S PLAN FOR PRECISE SITE GRADING AND DRAINAGE. L0_1 Q f 36" I r PA r 1' contour-typ. _j r 0O — PA _ I2'-0" �I ' L_ J DOOR 71 PA A 3-2 r - I �I { } _' o� D R I I I 00 ®0 1 A + _, � I- - rt � I Z 7 - PAN 3-4 PA 14'-0" I 1 N o o .................... ® I I r- 00 ■ • 1-7 1-5 PA i I PA � PA 1 FW— 3011 a S-5 I I I I I 40 P 1-4 S-3 I I T ■ ' DOOR C3 SQ I r== oo T I I 1 S-3 54 F-1 Elm co O 1 ■ S-8 Qa< - 0-1 o I I S-3 — co o ... N n — o S-20 I I © F_ -1 L I I '9101 ■ PA PA PA 4'-0" 7'-8" S-4 I I o 1— -� `° ■ 0 O 2-2 PA PA PA DOOR PA o \ N S-6 1-3 i I ��� � S-7 D-6 --- ���- ,---- O I I PA 1 o o _....._ PA T I S-10 co PA � I ■ - S-4 2-4 - -1- ---�--� �--- F _ S-4 _ _�_ L� - 1-2 I I ' 1 � EL PA s 4 PLAN 1CR G I O 24 PA _ PA PLAN 2BR '3'-6" LOT 76 - _ 74 PLAN 3AR SALES OFFICE -'� ! s 7 : W LOT LOT 75 co 2-500 T DOOR DOOR _ � ; � z - Z O ocTIM EQ EQ I I ;��.� ` S-2 0 o (O 2-6 PA S-s PA �` S-6 PA o 0 tV 0 �, ,� �, 1 0 04 -N-I-- L J 24 24 24 24 "�� m m QD__ PA - r PA S-7 ■ (,� r -1 p S 5-0 5 0 5-0 Co W M 0 0 18 S-13 �� w 411 PA 4T PA PA ® PAPA `�' -. ® rEL S-16 Z z 0 0 3 Q >r ♦, O T = ) O S-2 S-2 ♦ S-15 S'S S-6 S-15 , S-21 RECTANGLES INDICATE Si SCROLL DECORATION LOCATION O RECTANGLES INDICATE SCROLL DECORATION , N <( Z S-21 LOCATION Z NOTE: Q Z :5 s-s S-8 , ANY CHANGES TO THE APPRO\/ED O O O O O O LL PLAN MUST BE SUBMITTED I N 0 W O O O O O O W ■ WRITING TO THE CITY OF PALM — a ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ M ■ � ■ M ■ M ■ � ■ M ■ � ■ ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � " � DESERT FOR APPRO�AL PRIOR TO a JQ INSTALLATION. U V BOULDER & ROCK NOTECl) W ALL LANDSCAPE BOULDERS TO BE "DESERT ALL BOULDERS, ROCK AND Z CHOCOLATE"- CONTRACTOR TO PROVIDE AGGREGATES ARE AVAILABLE BY W QUANTITIES &SIZES AS NOTED (TOTAL PROJECT): SOUTHWEST BOULDER. J co 10- 18" DIA. www.southwestboulder.com Q � W FINISH SCHEDULE 10 - 24 DIA. 8 - 36" DIA. OR KRC ROCK AS INDICATED ON PLAN ,� M � NO. DESCRIPTION DETAIL SHEET NO. DESCRIPTION DETAIL SHEET NO. DESCRIPTION DETAIL SHEET NO. DESCRIPTION DETAIL SHEET NO. DESCRIPTION DETAIL SHEET 1- 48 DIA. www.krcrock.com CO Q CL SITE SITE PLAN 1 PLAN 2 PLAN 3 = M a O ***PROVIDE 50- 12 " & UNDER TO SPREAD IN NOTE: CONTRACTOR MAY SUBMIT (n W 0 S-1 TUBULAR STEEL TRAP FENCE W/MAINT. GATES 5 L-2 S-1 W 2 L-4 STREAM BED AREAS*** "EQUAL" MATERIAL SUBSTITUTIONS FOR SEE PLAN FOR SCROLL LOCATION(at sales office only) STUCCO COL UCCO 1-1 CONCRETE PRODUCTION WALK PAVING 1 L-2* 2-1 CONCRETE PRODUCTION WALK PAVING 1 L-2* 3-1 CONCRETE PRODUCTION WALK PAVING 1 L-2* Z O J COLOR: 8796N FRAZEE- 'BLACK METAL' TILE: 12x12 WALKER P NATURAL GREY WITH BROOM FINISH NATURAL GREY WITH BROOM FINISH NATURAL GREY WITH BROOM FINISH L.A. TO CONSIDER. V W AVAILABLE FROM:D'MUNDO TILE (760.360.0097 ALL DRY STREAM BED ROCK TO BE 2" TO 6" "DOS Q Q 0 S-2 CONCRETE PAVING W/SEEDED AGGREGATE, 1 L-2* 1-2 CAR-PORT 2-2 CONCRETE PAVING W/SEEDED AGGREGATE 2 L-2* 3-2 CONCRETE PAVING 1 L-2* RIOS" UNLESS NOTED OTHERWISE. LANDSCAPE ARCHITECT TO REVIEW O O STONE INLAY, SHOVEL CUT EDGE AND HAND TOOLED JOINTS. S-12 FOUNTAIN 6 L-4 oC C0 � V 2 ' CONCRETE COLOR:LM SCOFIELD C-12 MESA BEIGE OUNTAIN MODEL:NOi 10 REFER TO ARCHITECTS PLAN CONCRETE COLOR:NATURAL GRAY NATURAL GREY WITH WASH FINISH AND SAWCUT PATTERN AS SHOWN SPOT & APPROVE BOULDER � STONE: CAMERON BROWN AVAILABLE FROM: KRC ROCK INTERNATIONAL (1.800.500.8004) AGGREGATE: 3/8" SALT& PEPPER" ALL SHRUB BEDS TO RECEIVE A 2"THICK LAYER PLACEMENT PRIOR TO PLANTING AGGREGATE. "BIRDS EYE" 1/8"30%, 3/8" TO 7/8"30% STONE: TBS 1-3 CONCRETE PASADENA DRIVEWAY W/D.G. RUNNER 1 L-2* AVAILABLE FROM.KRC ROCK BASE 3-3 WATER FEATURE 2 L-3 AFTER COMPACTED DECOMPOSED GRANITE. "NEW INSTALLATION. *** THIS WORK TO BE ART DIRECTED BY L.A.*** AVAILABLE FROMJBS NATURAL GREY WITH BROOM FINISH STONE SLAB: WALKER ZANGER 'BLUE EYES' GRANITE SLAB-2" THICK CALIFORNIA GOLD" 3/8" MINUS WITH 11% FINES. SHEET DESCRIPTION TILE: TBS 5 2-3 FLAGSTONE STEPPERS TILE: WALKER ZANGER MANTRA SARI BLUE / SHEET TILE S-3 SLUMP BLOCK WALL W/ROLLED SLUMP CAP 5 L-4 AVAILABLE FROM: AVAILABLE BY KRC ROCK. (800)KRC-ROCK, COLOR:LA PAZ- FACE EXPOSED TO STREET VIEW TO (ALLOW 4-6 WEEKS FOR DELIVERY) 1-4 CONCRETE STEP PADS W/GROUTED PEBBLE BANDS 3 L-2 STONE: AUTUMN FLAME WATER TROUGH: CUSTOM CASCADE MODEL 1000 ABS BE SACK FINISHED- COLOR TO MATCH:"MISSION BLOCK" CONCRETE COLOR:LM SCOFIELD C-12 MESA BEIGE AVAILABLE FROM:ARIZONA TILE COLOR: 'DESERT TAN' www.krcrock.com CONSTRUCTION S-13 HANDICAP ACCESSIBLE RESTROOM- BY OWNER CONCRETE FINISH:ACID WASH AVAILABLE FROM: WWW.OREQ.COM LAYOUT PLAN S-4 TUBULAR STEEL SIDEYARD ACCESS GATE 8 L-2 STONE. SONORA SHINE a"-31" 2-4 TILE&PLASITH 4 L-2 (ALLOW 4-6 WEEKS FOR DELIVERS') IN/SCREEN COLOR: 8796N FRAZEE - 'BLACK METAL' S (5 LONG) AVAILABLE FROM:KRC ROCK(1.800.KRC ROCK) WATERLINE TILE:KOAVOI AVARUST 4x4 AVAILABLE FROM: C S 0.284.8329) AVAILABLE FROM:NATIONAL TILE 3-4 POOL EQUIPMENT SYMBOL LEGEND S-5 TUBULAR STEEL SIDEYARD ACCESS GATE 7 L-2 (ALLOW 4-6 WEEKS FOR DELI ERY) 1-5 ROLLAWAY BBQ PLASTER TO BE "PEBBLE" TO BE SELECTED DESIGNED (OPEN) COLOR: 8796N FRAZEE- 'BLACK METAL' WOLF BBQ -PROVIDED BY TAYLOR WOODROW- CONTRACTOR TO 3-5 COURTYARD TUBULAR STEEL GATE 7 L-4a WATER METER FIRE HYDRANT SMP S-15 ASPHALT PRODUCTION CONCRETE DRIVEWAY PROVIDE GAS STUB _NOTE: COLOR: 8796N FRAZEE- 'BLACK METAL' DRAWN S-6 DECOMPOSED GRANITE S-16 WOOD LATTICE SCREEN FENCE 2 L-4a POOL DIMENSIONS ARE MEANT TO CONVEY O CATV PEDESTAL o COMMON AREA WATER METER MC STONE:NEW CALIFORNIA GOLD COLOR: STAIN PER OWNER 1- CCO WING WALL 1 L-4 DESIGN INTENT& CONROLS. CONTRACTOR TO 3-6 STUCCO COURTYARD WALL W/BRICK CAP 3 L-4 CHECKED AVAILABLE FROM:KRC ROCK�1.800.KRC.ROCK) W E P PROVIDE SHOP DRAWINGS. STUCCO COLOR: TO MATCH HOUSE PRIMARY COLOR TEL TELEPHONE BOX ® HANDHOLD MC (TO BE COMPACTED TO A DEPH OF 2") S-17 "STREETSCAPE" CONCRETE SIDEWALK-REFER TO STREET STUCCO COLOR:MATCH�I R BRICK.- TO MATCH HOUSE BRICK- SELECTED BY OWNER DATE IMPROVEMENT AND SWA PLANS CAP COLOR:LM SCOFIELD C-12 MESA BEIGE 2-5 WATER WALL AT POOL 1 L-3 ® TRANSFORMER 8.21.06 S-7 TEMPORARY ASPHALT PAVING S-18 LANDSCAPE BOULDERS-see plan for size 3 L-4a CAP FINISH:ACID WASH STUCCO COLOR: TO MATCH HOUSE PRIMARY COLOR *NOTE: JOB NO. S-8 WOOD SCREEN FENCE 1 L-4a REFER TO BOULDER&ROCK NOTE AT RIGHT STONE VENEER:AUTUMN FLAME LEDGESTONE, 1"-1 %2" THICK - CONCRETE DETAIL 1, SHEET L-2 REFLECTS SIMILAR APPICATIONS FOR THE VARIOUS 261441 COLOR: STAIN PER OWNER 1-7 BUBBLING URN WATER FEATURE 5 L-4a INSTALL WITH GROUTLESS JOINTS AVAILABLE FROM. ARIZONA TILE CONCRETE INSTALLATION TYPES CAD FILE S-19 DRY STREAM BED 4 L-4a CONCRETE BAND COLOR:LM SCOFIELD C-12 MESA BEIGE WATER TROUGH: CUSTOM CASCADE MODEL 2000 ABS S-9 TEMPORARY MODEL A.C. PARKING LOT REFER TO BOULDER&ROCK NOTE AT RIGHT DECORATIVE PEBBLE: SONORA SHINE 1"-3" COLOR: 'DESERT TAN' SHEET NUMBER PROVIDE WHEEL STOPS, STRIPING, AND H/C MARKINGS& SIGNAGE AS NEEDED S-20 REDWOOD HEADER 10 L-2 AVAILABLE FROM:KRC ROCK (1.800.KRC.ROCK) AVAILABLE FROM: WWW.OREQ.COM SGA>LE : 118 " = I '-011 S-10 DECORATIVE URNS ON CONCRETE PEDESTALS 6 L-4a URN FOUNTAIN: URN TO BE A "2000-1" GARDEN ART TO PROVIDE THE (ALLOW 4-6 WEEKS FOR DELIVERY) URN. ANFORA 24 (OR SIMILAR/AVAILABLE EQUAL) S-21 DECORATIVE URNS SET ON ASPHALT AVAILABLE FROM.GARDEN ART INTERNATIONAL URN:DR2-36**PROVIDE SAUCER** (OR SIMILAR/AVAILABLE EQUAL) APPROPORIATE BASIN. AVAILABLE FROM: GARDEN INTERNATIONAL- PEDESTAL COLOR:NATURAL GREY- REFER TO PLANTING PLAN FOR PLANT AVAILABLE FROM.-GARDEN ART INTERNATIONAL **CONTRACTOR TO PROVIDE ELECTRICAL AND AUTOFILL.** 2-6 POOL EQUIPMENT L�i SPECIFICATION. ***8 total count.*** REFER TO PLANTING PLAN FOR PLANT SPECIFICATION. ***l 1 total count*** ***PROVIDE DRIP IRRIGATION FROM ADJACENT PLANTER AREA. RUN DRIP TUBE 1 NORTH UNDER TRAP FENCE WHERE NECESSARY. O 8 16 2 OF 16 SHEETS MODIFIED FINAL PLAN 1.24.07 3 3 1 6 2 8 3 4 6 d _ _ O _ _ _ 2 SUMMERS/MURPHY & PARTNERS, INC I=I -�_� LANDSCAPE ARCHITECTS -° „ Q 34197 COAST HIGHWAY, SUITE 200 f. � -� i I II 1 1 I I I 1 1 1 I I I -I I I a d DANA POINT, CALIFORNIA 92629 4 4 o ° p . °° 0�0 ° a �2 (949) 443.1446 FAX (949) 443.1631 ° eo op 8 4 3 5 6 2 2% a a 3 EXPANSION JOINT u, I - _ SECTION VIEW a14 �p,NDSCgpF -[ I - d SCALE: I _ I�_0� I. --•- 5 5 s _44 { 4 - o o 1 \'� �� I I O - -° ° ° ° � n o w ° `�' q SECTION VIEW - I;I11;111;1 ''II ; I q � a ' -� SCALE: I " = 1 '-0" SCORE JOINT signature - - �7 7-31-08 m m 3'-O" 3'_O�� SECTION (VIEW II Renewal Date 6 ELEVATION VIEW 6 LEOE I '� LEGS, SCALE: I = I -O *TAT Date ELEVATION VIEW EL FOFCALIF�� SCALE: I/2 = I -O SCALE: I/2 = I -O I. CONCRETE PAVING - REFER TO 5. COMPACTED SUBGRADE - I. POLYSTYRENE JOINT GAP OVER 6. REINFORCING STEEL - REFER TO DETAIL I, THIS SHEET REFER TO SOILS REPORT EXPANSION BOARD. REMOVE SOILS REPORT FOR REQUIREMENTS These drawings and/or the LEOE ID LEOEND TOP OF JOINT GAP PRIOR TO accompanying specifications 2. MASTIC -JOINT 6. CONCRETE BASE CAULKING. (SEE NOTE) -l. AGGREGATE SUB-BASE - REFER TO are the exclusive property of I. SLUMP BLOCK WALL - -7. (3) HEAVY DUTY HINGES SELF- 1. SLUMP BLOCK WALL - -7. (3) HEAVY DUTY HINGES SELF- SOILS REPORT FOR DEPTH Summers/Murphy & Partners, REFER TO PLAN GL051 NG AND SELF-LATCHING REFER TO PLAN GL051 NS AND SELF-LATCHING 3. WATERLINE TILE - REFER TO -l. AGGREGATE SUB-BASE 2. 5/8" WIDE FULL DEPTH ASPHALT REQUIREMENTS Inc. and their use and publi- cation shall be restricted to the FINISH SCHEDULE, SHEET L-I SATURATED FIBER EXPANSION original site for which they 2. 1-1/2" SQUARE TUBULAR 5. HOU5E WALL 2. 1-1/2" SQUARE TUBULAR 8. HOUSE WALL 5. CONCRETE COPING - RADIUS BOARD 8. FINISH GRADE were prepared. Re-use, repro- . JAMBS STEEL JAMBS 4. BOND BEAM � PLASTER - REFER repro- duction or publicatio STEEL n by any EDGES Y2" method, in whole or part, is TO CONTRACTOR'S SHOP 3. CONCRETE PAVING - REFER TO q. COMPACTED SUBGRADE - REFER prohibited except by written 5. 1-1/2" SQUARE TUBULAR Q. WIRE MESH SCREEN TO BE 3. 1-1/2" SQUARE TUBULAR 0)RAWING5 C. REINFORCING STEEL - REFER FINISH SCHEDULE, SHEET L-I FOR TO SOILS REPORT FOR permission from Summers/ STEEL FRAME MOUNTED ON HOMEOWNER SIDE OF STEEL FRAME NOTES: TO ABRONOMIG SOILS REPORT COLOR, FINISH AND/OR PATTERN REQUIREMENTS Murphy & Partners, Inc. GATE - ALL SURFACES SHALL BE GROUND NOTES: - REFER TO SOILS REPORT FOR 4. SATE LATCH WITH HEAVY HEAVY SMOOTH.GATE LATCH WITH HEAV SMOOTH. - REFER TO SOILS ENSINEER'5 REPORT FOR SIZE OF REINFORCING THICKNESS IO. I " MINIMUM 2" AT TURF AREAS DUTY LOCK NOTES: DUTY LOCK - TREAT ALL EXPOSED SURFACES STEEL $ SUB-BASE _ 4. 14" RADIUS - ALL EDGES NOTES: F HA BE GROUND W 2 GOATS MOISTURE-PROOF _ /ALL SURFACES SHALL / ( ) REFER TO POOL CONTRACTORS SHOP DRAWINGS FOR POOL -APPLY Y2" DEEP JOINT SEALANT 5. 5/8" 50. STEEL PICKETS ® SMOOTH. 5. 5/8" 50. STEEL PICKETS ® PRIMER AND (2) GOATS ENAMEL. CONSTRUCTION 4-1/2" O.G. - TREAT ALL EXP05ED SURFACES 4-1/2" O.G. 5 5/4" DEEP X 3/5" WIDE (MAX.) (CAULKING) INTO GROOVE. SAND IN W/ (2) GOATS MO 15TURE-PROOF SCORE JOINT WITH 1/4" RADIUS WITH #60 SILICA SAND. MATCH 6. FINISH GRADE PRIMER AND (2) GOATS ENAMEL. 6. FINISH GRADE EDGE5 WHERE OCCURS SEE COLOR OF PAVING. CONSTRUCTION PLAN -THIS DETAIL REFLECTS SIMILAR Z APPLICATIONS FOR THE VARIOUS 0 INSTILLATION TYPES. `n TUBULAR STEEL ACCESS OATS WITH K RE MESH -7 TUBULAR STEEL A��ESS OATS 4 �ONC.,,RETE POOL COS 1 N0 I �ON�RETE f=AV I NO -JO I NTS W Q 10 LEOENE') NOTES C1. I" X 2" TUBULAR STEEL • ALL SURFAGE5 SHALL BE 2 a 4 5 <<<j<j<j<j 4 I. FINISH GRADE GROUND SMOOTH 2. I-I/2" DIA. TUBULAR STEEL GATE FRAME . TREAT ALL EXPOSED 2 BALL 10. (3) HEAVY DUTY HINGES '7 5 1V:2" O.c. 6 2 4 3. 1-1/2" 50. TUBULAR STEEL SELF-CLOSING AND SURFACES W/(2) TWO GOATS 3 Ea. Ea. SELF-LATCHING MOISTURE-PROOF PRIMER P05T AT 8 -O O.G. AND (2) GOATS ENAMEL a 4. I" X 1-1/2" TUBULAR STEEL I I. CONCRETE FOOTING TOP AND BOTTOM RAIL D I A. X 24" DEEP. (COLOR BY OWNER) I ----�-- ---- ---- ------ a 5 5. 5/4" 5Q. TUBULAR STEEL 12. METAL 'L' BRACKET. • OWNER OPTION TO HAVE a° ° ° ° 6 m PICKET 5 I/2" O.G. BOLT THROUGH P05T GATE POWDER-COATED. - ° �0 ° o ° g ° o � IRON SCROLL TO MATCH WITH (2) BOLTS, MOUNT TO • (COLOR OLOR PER ORS,R) �_ 3 ARCHITECTURE (AROUND CONCRETE WITH (2) FASTENERS AND OTHER - -111111=111 111111111� I I i SALES OFF I GE ONLY)- SEE BOLTS AND POR-ROK OR HARDWARE TO BE HOT 6 PLAN FOR LOCATION. APPROVED EQUAL. III- =III=DIPPED I- GALVAN I ZED SECTION VIEW 5EE SECTION 1 4 -7. CONCRETE PAVING 15. SET PERPENDICULAR TO WELDING TO COMPLY WITH SEC T1 EN 1 q NOT TO SCALE AT RIGHT 5. LOCKABLE GATE LATCH FENGE. THE REQUIREMENTS OF SCALE: I-LEOENE� FENCE ELEVATION 14. DECORATIVE COVER STANDARD CODE FOR ARC, II II O PLATE OVER BRACKET. AND GA5 WELDING0 cr i. FINISH GRADE 4'-0° � 4'-0" LEOENI;)Y2" o.c.T�ri=. 2 4 2 • WELD TO BE ONLY GLEAN, W 2. EXTERIOR PLASTER OVER WIRE MESH 10 ` RUST-FREE SURFACE 1. FIN15H GRADE O � 00 ALL WELDS TO BE Q r 3. 2(b GA. GORROS I ON-RE515TANT SCREED 5 3 CONTINUOUS AND FREE OF 2. STAMPED CONCRETE PAV I N - TO FIN15H 0 N O CRACKS, GRATERS AND SCHEDULE, SHEET L I REFER SO SPORT 0) O 4. PRESSURE TREATED DOUGLAS FIR SILL PLATE m 15 3 = POROSITY. TACK WELDS FOR TH I CKNE55 it Z tV Q T NOT ACCEPTABLE. - (� � 5. 60 MINUTE GRADE 'D' PAPER m m m m 5 • GRIND SMOOTH ALL 3. REINFORCING STEEL - REFER TO SOILS REPO R O = w 3 12 REQUIREMENTS co W M 1 EXPOSED WELDS, MATCH W J :) Z .. ADJOINING SURFAGE5. (6. CONT. ROPE CAULKING m - _ Z > 0 ° d 4 a ° - 4. AGGREGATE SUB-BASE MATERIAL REFER TO SO I L5 PLUG ALL OPEN ENDS AND Q REPORT FOR DEPTH REQUIREMENTS m 13 -1I II p Lo CC CONCRETE SLAB WHERE OCCURS TAPS AND WELD. r v III _ I I 5. COMPACTED SUBGRADE - REFER TO SOILS REPORT 5. CONCRETE PAVING, WHERE OCCURS ° FOOTING'AT CONCRETE I I "' Ill MINIMUM, 2" AT TURF AREAS Q. MIRA-DRAIN 6000 INSTALLED PER MANUF. PRODUCT DATA DOUBLE GATES ELEVATION SCALE: 1" = 1'-0" Q SCALE: 1/2 = I -O 10. 2 X 4 NAILER FENCE SECTION SCALE: Ill = 1'-0" Q . CONT. 2(b GA. CORRO51 ON-RE515TANT METAL FLASH I NG - 5" HIGH N CO) CENTERED ON F.F. Z Q Z � Q Z cr 1= 0. o DRAIN (WHERE NEEDED) TUBULAR STEEL TRAMFENCE 2 STAMPEDCONCRETE �AVINO � U. aKRA CO aU LEGEND NOTES 1 2 3 4 5 6 '7 8 W VCO) w I Y D 2" BALL FINIAL • ALL SURFACES SHALL BE GROUN 1 ~ Z Z SMOOTH 53 � 6 I II 2 3 II 2. 2" SQUARE TUBULAR STEEL . TREAT ALL EXPOSED SURFACES 0) 3 1 2 POST W/(2) TWO GOATS ° ° ° Q � W MOISTURE-PROOF PRIMER AND (2) °--o-=--- -- ° -a- -°-°-- - =III d a a I II= J S. I /2 SQUARE TUBULAR STEEL GOATS ENAMEL (COLOR BY II °o o °°o °° p °°o �' °°p ° ° °o ° o 00 0 0° o °° °op III I j0. `�10 FRAME OWNER) =III P ° cA�' P �b� �' �'o° o ° ° cA6b' �b�b �' III- 00 J " • OWNER OPTION TO HAVE SATE III I1 _____ _ --III 11 = M Q III III-III-IIIIIIIIIIIIIII-III-III-III III-III IIIIIIIIIIIIIIIIIIIIIIIIIII-III_ 0- 4.5 5/4" SQUARE STEEL TUBULAR POWDER-COATED. (COLOR PER III I1 =III=1I I-III-I I1 1I 1 1I 1 1I1 1I1 1I I I 1=1I1 1I 1I 1I1 1I 1=1I1=1I1 1I1 1I1 1I1 1I 1 1I 1 1I Cl) C� - PICKETS (§ 4 Y2" O.G. OWNER) LL. 1I I III11IIII=1I I=1I I1I11I1I I1I1I III=1I III=1I I-III1I I=III=1I =1I =1I I1I1I I1I1= - J • ALL CONNECTORS FASTENERS �j Z (� W 5. IRON KNUCKLES TO MATCH REFER TO PLAN &PAGING W Q 0 ARCHITECTURE AND OTHER HARDWARE TO BE PER PLAN Q HOT DIPPED GALVANIZED SECTION VIEW � - _- I. (I) 2 x 4 OR WELDING TO COMPLY WITH THE &GALE: 3/4 = I -O � � � C.? 2 (2) 1 x 4 FOR STRAIGHT RUNS 6. DECORATIVE COLLARS AT _ OR N PICKET CONNECTION REQUIREMENTS OF STANDARD - - CODE FOR ARC, AND SAS (4) I/2 x 4 FOR TIGHT CURVES AS `f' -7. STEEL PLATE WITHIN FRAME WELD I NS L E O E N D SHEET DESCRIPTION _ REQU I RED • WELD TO BE ONLY GLEAN, 1. ADJACENT DECOMPOSED GRANITE AREA EM 2. FINISH GRADE - PLANTING AREA 8. DECORATIVE ROSETTES REFER R ST-FREE SURFACE BE GONTINUOUS CONSTRUCTION 4 5. FIN15H GRADE - GRAVEL/DG AREA TO FJNJ5H SCHED •ULE, SHEET L-JLL 2. Y4 RADIUS ALL EDGE5 DETAILS 4. 2 x 2 x 18 REDWOOD STAKE La56" AND FREE OF CRACKS, GRATERS - O.G. (ALTERNATE T K 48" o O C� O O O O O O O L -CLOSING GATE LATCH AND POROSITY. TACK WELDS NOT 5. CONCRETE PAVING - REFER TO FINISH SCHEDULE, SHEET L-I FOR COLOR 2 X 4 X 18 REDWOOD S A E ® I KEYED ENTRY ACCEPTABLE. AND FINISH REFER TO SOILS REPORT FOR TH I ENTRY , • GRIND SMOOTH ALL EXPOSED DESIGNED SMP 10. (3) HE A UTY SELF-GL051NG WELDS, MATCH ADJOINING 4. CONCRETE SUB-POUR FOR SEEDED PEBBLE BAND5 - - REFER TO SOILS DRAWN SURFACES. REPORT FOR THICKNESS MC 5EGT1 ON VIEW 10 HINGES . PLUS ALL OPEN ENDS AND TAPS, CHECKED q 8 SCALE: 3 I ,-O vL AND WELD. 5. HAND SEEDED PEBBLE - FINISH SURFACE SHALL BE NO GREATER THAN Y4" MC II. CUSTOM SCROLL - GONTRAGTOR TO SUB HOP BELOW FIN15H SURFACE OF ADJACENT CONCRETE - REFER TO FINISH DATE NOTES: `y2" SCHEDULE, SHEET L-I � -o z -8 y2 -o ' 8.21.06 DRAWING5 JOB NO. - WOOD SHALL BE ROUSH CONSTRUCTION HEART REDWOOD. ELEVATION VIEW 261441 - NAILS AT STAKES SHALL BE 16D SAL\/. COMMON (2) &GALE: 3/4" = I '-O" 6. COMPACTED SUBGRADE - REFER TO SOILS REPORT CAD FILE PER STAKE MINIMUM. -l. RE I NFORG I NG STEEL - REFER TO SOILS REPORT FOR REQUIREMENTS SHEET NUMBER - NAILS AT SPLICES SHALL BE 8D SALV. COMMON. 8. AGGREGATE SUB-BASE MATERIAL - REFER TO SOILS REPORT FOR DEPTH REQUIREMENTS L� 2 10 REDWOOD HEADER & I TUBULAR STEEL SATE FEN GE AT FLAN B FOOL NTR`r GON�RETE STEF PADS W/ GROUTED PEBBLE BANDS OF 15 SHEETS MODIFIED FINAL PLAN 1.24.07 _ 7 SUMMERS/MURPHY & PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 D S C,q p Z_/II ���o �,, Murphy G 0 Signature N 7-31-0 * Renewal Date J'T Date �P 4 14 F CA ' These drawings and/or the accompanying specifications ,0 are the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they `C) m were prepared. Re-use, repro- duction or moo. 1� 5 15 meth d, n publication for part, is 4� prohibited except by written I permission from Summers/ Murphy & Partners, Inc. A { II 1 i 15 PLAN VIEW I& SCALE: 1/2" = I '-0" Z 3 O 4 4 W N PLAN VIEW - - - e o= - IIIIII-III-III -��-�------�-�-------�-----�--- �------ -�-- -,-- III=III=III SCALE: I/2 1 - - - I - a I - - I - - II- II_III III II I_I a d 2 VIEW ELEVATION13_o SCALE: 1/2'' = 1'-0" i� d e 4 4 i Q 2 } a 2 3 - - _ 4 N loll, ° W o < I _ 2 M .0 n u' SHIELD ENLARGEMENT -0 A . a°` -I 0) O SCALE: 1 = 1 '-0�� _ _ ° II I II I I- CD Q cm14 Z 0 _ -III _ o III-III-III-III' V) W W ch Q 1 II 11-I I I- - I I J Z - 0 10 a s ° - I I I I I I 1 III- z >- �� 111=1 III=1I III= -III- 14 II-III-III -II III=1 I-I 11-I 11=1 d III e II- 1I SECTION ON V 1 Ew A O H- :III 1=1 I I=1 11= I I=1 I I1 I I1 12 I I II t o all 1= SCALE: I/2" = I'-o" 1 I=1 I I III=1 I=1 I III1 I I1 I I- q 8 _ q =1 I o& s'4�o I I= I I I=TFT= 12 IS ICI 20 =IIIIII-III- - �'_ol, SECTION VIEW IS' SCALE: 1/2" = 1 '-0" ELEVATION VIEW SECTION \1IEV`ll,,l, ' ' SECTION SCALE: 1/2" = 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2" 1EN BO" L E(3 E N F,) I. BOND BEAM NOTCH TO RECEIVE 2" OF SIDE EDGES OF GRANITE SLAB - REFER TO POOL CONTRACTOR'S SHOP DRAWINGS Z N Q Z :5 2. EXTEND BOND BEAM TO WRAP AT FOUNTAIN LOCATION Q Z L=EGEN� o a 1. BOND BEAM - REFER TO POOL CONTRACTOR'S SHOP DRAWINGS 3. VENEER: LL a STONE / TILE VENEER ON FRONT, SIDES AND TOP - REFER TO FINISH SCHEDULE, L-I 0. J 2. VEN EER: STUCCO ON BACK - REFER TO FINISH SCHEDULE, SHEET L-I 0) Q V LEGESTONE VENEER ON FRONT SIDES AND TOP - REFER TO FINISH SCHEDULE, L-I U 4. I OxBx I& GMU - GROUT CELLS SOLID W D 0 STUCCO ON BACK - REFER TO FIN 15H SCHEDULE, SHEET L-I 1 Z T VALVE TO SEPARATELY CONTROL FLOW 5. GRANITE SLAB - I /4" THICK x 24" DEEP x 64" WIDE, GROUT SET ON BOND BEAM AND SLOPE TO SPILL TOWARDS POOL W PP Y LINE FROM POOL PUMP INSTALL ALL V L 3. WATER 5U L L (/) J W RATE &. WATER TROUGH - CUSTOM CASCADE MODEL 1000 ASS, COLOR DESERT TAN FROM WWW.OREQ.GOM - INSTALL PER Q 0 W 4. 2' WATER TROUGH - CUSTOM CASCADE MODEL 2000 ASS, COLOR 'DESERT TAN' FROM MANUFACTURER 5 RECOMMENDATIONS - RECOMMENDATIONS I ONS M a WWW.OREQ.GOM INSTALL PER MANUFACTURERS REGOMME D -7. WATER SUPPLY LINE FROM POOL PUMP - INSTALL VALVE TO SEPARATELY CONTROL FLOW RATE = 00 Q O 5. lOxBxl& GMU - GROUT CELLS SOLID 8. FINISH GRADE � V J &. FINISH GRADE q. CONCRETE POOL COPING - REFER TO DETAIL 4, SHEET L-2 �j Z V O W W � Q -7. CONCRETE POOL COPING - REFER TO DETAIL 4, SHEET L-2 10. WATER LINE - 8. WATER LINE TILE - REFER TO FINISH SCHEDULE, SHEET L-I ll. WATER LINE TILE - REFER TO FINISH SCHEDULE, SHEET L-I q. WATER LINE 12. CONCRETE FOOTING SHEET DESCRIPTION 10. CONCRETE FOOTING 13. AGGREGATE SUB-BASE - REFER TO SOILS REPORT FOR DEPTH REOUIREMENTS CONSTRUCTION 11. AGGREGATE SUB-BASE - REFER TO SOILS REPORT FOR DEPTH REOUIREMENTS DETAILS 14. GOMFAGTED SUBGRADE - REFER TO SOILS REPORT FOR REQUIREMENTS 12. COMPACTED 5U56RADE - REFER TO SOILS REPORT FOR REOUIREMENTS 15. ADJACENT PAVING 15. COURTYARD WALL - REFER TO DETAIL 5, SHEET L-4 DESIGNED 1&. 3/8" STEEL DOWEL INSTALLED W/ BOND BEAM SMP DRAWN 14. HOUSE WALL 1-7. 1 "x4" COMBED STAINLESS STEEL SHIELD - GORED TO RECEIVE 2 DOWELS (SEE ENLARGEMENT) MC 15. SHAMU SHELF CHECKED 10. AUTO FILL LINE MC DATE I&. GORE FOR UMBRELLA SLEEVE 8.21.06 Iq. DRAIN LINE AND OVERFLOW STAND PIPE JOB NO. 261441 NOTE: - REFER TO STRUCTURAL ENGINEER'S DETAIL FOR ALL INFORMATION PERTAINING TO 20. SUCTION FILTRATION MANIFOLD CAD FILE REINFORCEMENT, CONNECTIONS AND FOOTING SHEET NUMBER - CONTRACTOR TO PROVIDE SHOP DRAWING5 FOR ALL FOUNTAIN CONSTRUCTION $ MECHANICAL, NOTE: INCLUDING PUMP, DRAINAGE, ETC. PRIOR TO GONTRUGTION - REFER TO STRUCTURAL ENGINEER'S DETAIL FOR ALL INFORMATION PERTAINING TO REINFORCEMENT, CONNECTIONS AND FOOTING - CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL FOUNTAIN CONSTRUCTION MECHANICAL, INCLUDING PUMP, DRAINAGE, ETC. PRIOR TO GONTRUGTION L� 3 OF 15 SHEETS FOOL WALL AT FLAN 2 1 FOOL WALL AT FLAN 5 MODIFIED FINAL PLAN 1.24.07 SUMMERS/MURPHY & PARTNERS. INC LEOENI"�� : 25 I 2 3 LANDSCAPE ARCHITECTS 3,-�„ 34197 COAST HIGHWAY" SUITE 200 DANA POINT, CALIFORNIA 92629 1. IY�" 50. TUBULAR STEEL ARCH FRAME (949) 443.1446 FAX (949) 443-1631 - ONE AT EACH CORNER, 4 TOTAL 2 3 2. 5/4" 50. TUBULAR STEEL COLLAR OUT5IDE VERTICAL POSTS II IQ �PNoscgp ���� Murphy�-1 CONCRETE FOOTING - REFER TO 2 1/2' ' ,•" 2 1/2, 12 L �� �� �ti-- 2 -6 STRUCTURAL ENGINEER'S DETAIL - BUILD UP CONCRETE AT I o - - 05T CONNECTION FOR DRAINAGE ?" m 13 14 20 �, Signature i � 7-31-08 7TT�N 4. " FLAT IRON STOCK "KEY STONE" W/ o m 10 I L I * Renewal Date U5HEID BRONZE BUILDING BUTTON 'A' 2 1/2" 2 O O O - 1141111116- 10 -! _ J� Date P B URBAN ACCE55ORI E5 SECTION oo 0°00 ALIGN INSIDE EDGE OF BASIN I o��\ I/4"=1'-O" ° OOO�OO O WITH FACE OF WALL I=1 I o o� g 1=III I = of cgL\F - cv 5. FINI GRADE °O O° 00 III1 - = 16 i I I I I I d - These drawings and/or the 4 I 12" O�O o O � -1 = =1I ��� 1111I I1= 1rj -III I I 14 accompanying specifications OO° Oo 0 ° 17 -I I a III- are the exclusive property of O I o o°Oo ° - - - - - - - III 11 I I I 16 PO 0 o?d°°° Po a I III 15 Summers/Murphy & Parptners, III=III=III II _ Inc. and their use and ubli- o o q- I S -I I I 1-11 -IIII11=11 - " cation shall be restricted to the O O 3„ 17 original site for which they m O O o0 were prepared. Re-use, repro- O O °OO o0 I I I'-10" 3'-O" duction or publication by any cv I 00 O 21 8 method, in whole or part, is O°O I I prohibited except by written 2 6 WING WALL SECTION VIEW BBO COUNTER SECTION VIEW permission from Summers/ 4 ° o O° I - �`� I5CALE: I/2" = 1 '-0" SCALE: 1/2" = I '-0" Murphy & Partners, Inc. o° 0 4 0 0 O o°� o I 50 PLAN VIE - 00 SCALE: 1/ = 1'-0" 2 O 6 ° 31 o •v�LoS TO 451 6RouNn O° O ° 16. CONCRETE FOOTING SMOOTH-MI "FILLET 0 000,0 I I I WING WALL - REFER TO SECTION 1 PER FINISH PRIMER AND FINISH I 2q o I7. COMPACTED SUBGRADE - REFER TO 1 �. COUNTER TILE OVER 5 CONCRETE 501 L5 REPORT FOR REQUIREMENTS 2 -4 I I SLAB - REFER TO FINISH SCHEDULE, SHEET L-i Z 10. AGGREGATE 5U5-BA5E MATERIAL - O PLAN VIEW L - - - - - - - REFER TO 501 LS REPORT FOR DEPTH BQ UNIT - REFER TO FINISH REOUIRMENT5 i 5 SCALE: I/2" = I '-O" DULE, SHEET SHEET L-I A° DOOR DETAIL I /4" - I '-0" Iof U O H SCALE: 5 - 4x8x 1& GMU GRO T CELLS SOLID - Q 4. T UPPLY LINE - 51 ZE PER K I" D 5" H RECESS SLOG DEEP X I GH AT 0 � ✓ TRACTOR TO PROVIDE ---< < -- <ICi< PLATE 5H A G5 VARIES,PER PLAN Q a Q r 8 5 20. GA5 LINE - CONTRACTOR TO PROVIDE PPE O NTAIN BOW 5 REFER 5. 5GU L FINAL HOOK-UP - FRONT VAH 2 -2SECTION ELEVATION VIEW - / �� � �� TO FINI 5 DULE, SHEET L I `. SCALE: 1/2 = I -0 I 2 . . . . 6. DEGORATI VE P LE - REFER TO 21. AUTO FILL LINE � - FINISH SCHEDULE, ET L-I 22. RECIRCULATING PUMP - PROVIDE (1) PUMP 7. CONCRETE BASIN SHE L - EXTEND PER (2) URNS - CONTRACTOR TO PROVIDE 21 -0 1 I,-O" 4,-O„ I,-O„ 2'-O„ �� �1J -W SHOP DRAW I NG5 _, 2 ABOVE FINISH GRAD REFER 10 TO FINISH SCHEDULE, SHEE -1 25. THREADED DRAIN LINE AND OVERFLOW lo'-o" '0ID11 I 1.... 111.11­1 1— 8. STUCCO FINISH - REFER TO F1 DRAIN PIPE ELEVATION VIEW 2 2 I'-4° SCHEDULE, SHEET L-I 24. WATER LEVEL 11 50ALE: 1/2" = 1'-0" I" 2'-II" � of. WOOD STORAGE DOORS AND ELEVATION VIEW STORAGE AREA 5. ADJACENT HOUSE / COURTYARD WALL 5 SCALE: I/2 = 1'-- O LEOENI� 5 2 IRE SCREEN I. DECORATIVE TWO (2) TIER FOUN 10. FINISH GRADE 0 REFER TO FIN 15H SCHEDULE, 5HEE - 3 _ 27. S -CLOSING HINGE. LU 11 P URED-I N-PLACE CONCRETE GAP. O O 52 _ 00 2. ADOOU I N OUT STONE BASIN. 4 REFER TO FINISH SCHEDULE, SHEET O (- REFER TO FINISH SCHEDULE, SHEET = 3 21 22 5 26 6 L-1 28. I/2 X ETAL JAM SECURED TO BLOCK. N O t.. 10 12. #4 VERTICAL REBAR ® 16 O.G. - 2q. I x 4 NAIL C'3 O N ✓. BRASS FLOOR DRAIN W/ THREADED _ - Z Q r BRA55 OVERFLOW STAND PIPE W/ DOME. F - U _ D I OOT G- ° ALTERNATE BEN S N I N 50. BLACK IRON ORAT I VE KNOB. O = W I-III o w CO 4• PUMP. - 4 =1 I I=I I ( Oo 0 16 15. #4 CONTINUOUS HORIZONTAL REBAR T SLATS. cWc J = LIJ 51. Ix4 G5L Z > UZ � 0 • .� • ' AT TOP, MIDDLE, AND FOOTING _ 5. GUNITE OR CONCRETE FOUNDATION. _ _ II o&° ° oyo� �°° onsaa°� ° o ° �°° a o � 52. METAL GRATE 3 Q O 4. ADJACENT PAVING - REFER TO O � � _ v STRUCTURAL STEEL 4 SPECIFICATIONS -, 1= I11I1 1III=11IIII= I I=III=III III= DETAIL 5, SHEET L-2 TO BE PROV I DED BY POOL CONTRACTOR. "' I =1 I I=III=III- NOTE: 5ECTION/ELEVATION VIEW - REMAINING ARCHES (2) VAREIE q- I-" '=11I- - REFER TO STRUCTURAL ENGIN '5 DETAIL 6. HORSETAIL PLANTS IN POTS. SCALE: 1/2" = 1'-0" IS 25 24 17 15. EXPANSION JOINT - REFER TO -� DETAIL I, SHEET L-2 FOR ALL INFORMATION PERTAIN TO REINFORCEMENT, CONNECTIONS AN • 6" X 6" MOSAIC TILE FOOTING AT BBG2 COUNTER REFER TO FIN 15H SCHEDULE. FOUNTAIN BASIN SECTION VIEW - CONTRACTOR TO PROV 1 DE SHOP SCALE: 1/2" = 1 '-0" DRAWINGS FOR ALL FOUNTAIN Q 8• FINISH GRADE CONSTRUCTION 4 MECHANICAL, INCLUDING N CO) PUMP, DRAINAGE, ETC. PRIOR TO Z a Q COMPACTED 5U56RADE - REFER TO SOILS CONTRUCT I ON Q Z REPORT FOR DETAILS cc O a - REFER TO STRUCTURAL ENGINEER'5 DETAILS 4 GALGUL TION5 FOR ALL 4 IRON AR�H AT SALES TRAILER I 50 / S AT�ALL / FOUNTAIN AT FLAN� I � � CL INFORMATION PERTAINING TO RE I NFOGEMENT, FpOT I N1/A FOR COVERco CONTRACTOR TO PROVIDE AUTOMATI G FILL LINE L a V I W U CO) FEATURE. CON TRACTOR TO PROVIDE SHOP DRAWINGS LA NDSCAPE 5 w ARCHITECT FOR APPROVAL. I Z Z 8 4 LU J LLJ N Q W I' 6 ~' ma. II1 11511 •� III_III-III- 00 � I1 I I- =1 I=1 11- s = co M a 0 NO U. - -1 I I1 I11 _ III- Q V W LU MIN. O � O 1) �1 6 ° PLAN VIEW ALL SECTION 3 O ~ U 4 MA - 50ALE: 1/2 = 1'-0 GALE: 1/2 = 1'-0 III11 III1 5 SHEET DESCRIPTION 2 II a III GEN� II a III= CONSTRUCTION 2" WALKER ZANGER DETAILS n n 11 1, I II!!=I!!=III=I - 5 H COTTA TILE PAVER - SECTION VIEW I, o„ P LOWER COURSE) SECTION VIEW LE(3ENE"� 5GALE: 1/2" = 1'-0" 2. 1/2' T MORTAR SETTING BED DESIGNED SCALE: 1/2 1'-0 /'1-- I SMP 8 1. BRICK OR TILE GAP TO MATCH ARCHITECTURE- REFER TO LEGEND 72 3. STUCCO F I - REFER TO FINISH DRAWN SCHEDULE, 5 T L-I MC I / LEOEND 2.8xe5x I& GMU - GROUT CELLS SOLID CHECKED MC S.ST000O FINISH s REFER TO LEGEND MAX. 4. IOXSXI6 GMU GR CELLS SOLID 1 I I1 I a a a ° ° a a s I I=III= 1. ROLLED CEMENT GROWN NOTE. 4 DATE III=III a ° III=11 -REFER TO STRUCTURAL 8.21.06 I I 2. 6x6x 16 SLUMP BLOCK ENG 1 NEER'S DETAILS FOR 4.F I N I SH GRADE (PROTO II WALL)- REFER TO 5. CONCRETE FOOTING JOB NO. IIII I IIIIII I I-IIIIII-III-III-IIIIII-III- IIII-III-III-1 ALL INFORMATION PERTAINING 261441 =1 III III_ III 1 I-1 I I=III=1 =1 I I= = I III =1 I ' LEGEND FOR COLOR $ FINISH TO REINFORCEMENT,NFORGEMENT, FOOTING 5.CONCRETE FOOTING CAD FILE 6. FINISH GRADE / ADJACENT V I NG 3. FINISH GRADE SIZE, AND COVER. 6.GOMPACTED SUBGRADE s REFER TO SOILS REPORT 7. COMPACTED 5UBGRADE REFER SHEET NUMBER SECTION VIEW a 5 3 4. CONCRETE FOOTING SOILS REPORT FOR REQUIREMENT SCALE: 3/4" = I '-O" 5. Cf0% COMPACTED 5UBGRADE NOTE: WALL GAP ENLARGEMENT REFER TO STRUCTURAL NOT TO SCALE 8. 1/2" WIDE GROUT JOINT ENGINEER'S DETAILS FOR ALL INFORMATION PERTAINING TO L�4 REINFORCEMENT, FOOTING SIZE, AND COVER. 6 FOUfiAIN 5 SLUMS BLOCK WALL 5TUGGO GOUR7YARD WALL WITH BRI GK GAS 2_ COURT I ARD WALL WITH TILE GAS OF 15 SHEETS MODIFIED FINAL PLAN 1.24.07 6 4 1 2 I a'-O" O.G. MAX. SUMMERS/MURPHY do PARTNERS, INC LANq 1 Q SCAPE ARCHITECTS 34197 OAST HIGHWAY, SUITE 200 cV DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 -III 5 I=1 I I °o o lo° o o ° ° III-1 I I_ 2 ' Mi I I _ _ �' 1� °db`� °- I I I I I I II I_ w � ND sc tea. a n Murphy Fq'A 1111�11111�11�11�11�11�111�1=III III III=III III � � �- '�<`' �G ttu 01 c� 'o' LE(3EN:� Signature fn to 1 - 7-31-08 1. CONCRETE PAVING - y4" RADIUS ALL EDGES - REFER TO FIN 15H SCHEDULE _� * Renewal Date SHEET L2.2 FOR COLOR, FINISH, AND/OR PATTERN - REFER TO SOILS Date REPORT FOR THICKNESS OFF"CAL\F�� 2. 2" LAYER OF DECORATIVE STONE, GROUNDGOVER OR TURF - REFER TO I _ ' � I Ii ' ' These drawings and/or the PLAN FINISH SCHEDULE, SHEET L-I accompanying specifications are the exclusive property of Summers/Murphy & Partners, 5. COMPACTED 5UBGRADE - REFER TO SOILS REPORT FOR REQUIREMENTS 5 Inc. and their use and publi- SECTION cation shall be restricted to the R original site for which they 4. REINFORCING STEEL - REFE TO SOILS REPORT FOR REQUIREMENTS I �� i I I_O II I. 2 X 6 GAP, ATTACHED W/ 16D were prepared. Re-use, repro- FRONT ELEVATION duction or publication by any 5. AGGREGATE SUB-BASE MATERIAL - REFER TO SOILS REPORT FOR DEPTH NAILS method, in whole or part, is REQUIREMENTS 1/71 = 1 prohibited except by written permission from Summers/ 2. 1/2 X 4 TRIM (TOP AND Murphy & Partners, Inc. 6. DECORATIVE URN - REFER TO FIN 15H SCHEDULE, SHEET L-I I. LANDSCAPE BOULDER -REFER TO FINISH SCHEDULE, BOTTOM), ATTACHED W/ 7D ' NAILS 7. IRRIGATION LINE - SEAL OPENING AT BASE 2. FINAL GRADE 3. 2 X 4 STRINGER (TOP 8. DRAIN LINE - SEAL OPENING AT BASE - CONNECT TO SITE DRAINAGE I AND BOTTOM), ATTACHED W/ SYSTEM 3. COMPACTED 5UBGRADE I6D NAILS q. FINISH GRADE 2 4. 4 X 4 REDWOOD OR CEDAR 3 P05T @) 8'-0" O.G. - TO BE O LOCATED AT TOP AND TOE OF SLOPE WHERE OCCURS FLANTD URN LANDS�A BOULDER cG 5. 1 X (6, #1 GRADE CEDAR VERTICAL BOARDS F' WIDTH VARIE5 (BUTT JOINTED), ATTACHED W/ 0 Q 5 -1D NAILS aaQQQa SEE CONSTRUCTION PLAN ro 6. FINISH GRADE 8 I 7. CONCRETE FOOTING 4 2 O 8. COMPACTED 5UBGRADE 0 2 C1. GRAVEL BASE u� 2 A N NOTES: 5 - 3 SUBCONTRACTOR SHALL DELIVER TO ro I = 51 TE ALL MATERIALS RECU I RED TO CONSTRUCT WOOD FENCES AND 6ATE5. I I ,- 6 5UBGONTRAGTOR'5 VEHICLES WILL ELEVATION VIEW 6 _ 1= I I =� � I I I I - CRO55 SIDEWALK5 AND CURBS AT SCALE: I/2" - I '-O" - 1 - I DESIGNATED AREAS ONLY AND WILL BEit RESPONSIBLE FOR ANY BREAKAGE5 IF [� 4 _ HE OR055E5 NON-DE51 GNATED AREAS. O W L E(S 7 F.N EIz_ = a a = ALL WOOD WILL BE 0ON515TENT IN O oC- TomI. MA50NRY WALL OR HOUSE &. FINISH GRADE / SURFACE 5 COLOR AND GRADE - IF NOT, IT WILL t0 N O WALL- REFER TO PLAN. SECT ION = = a I I BE REPLACED AT SUBCONTRACTOR'S 0) O 7. (3) HEAVY DUTY HINGES SELF- NOT To sGALECC N _I 8 EXPENSE. Z Q r 2. 1-1/2" SQUARE TUBULAR CLOSING AND SELF-LATCHING _ ° ALL FENCES TO BE INSTALLED IN A - V r STEEL JAMBS = O = _ = I a I 5TRA I GHT LINE FROM PROPERTY PIN J Cl) W CO 8 HO USE WALL I TO PROPERTY PIN (OR OTHER DE516- W Z I. LANDSCAPE BOULDER TYP. SEE 3. - - - 3. 1-1/2" SQUARE TUBULAR ( COMPACTED 5UBGRADE _ I o _ -NATED POINT). NO FENCE LINE SHALL Z V STEEL FRAME q. IRON SCROLL TO MATCH FIN15H SCHEDULE) - - WEAVE OR " 3 Q I OW MORE THAN 3/4 . CC ARCHITECTURE 4. REFER TO GRADING PLAN _ I I O r v 4. GATE LATCH WITH HEAVY 2. DECORATIVE ROCK FOR DRAIN LOCATIONS ALL NAILS AND HARDWARE TO BE DUTY LOCK NOTES: (SEE FIN15H SCHEDULE) PRE-GALVANIZED - ALL SURFACES SHALL BE GROUND 12" DIA. MIN. 5. 5/5" 5Q. STEEL PICKETS @ SMOOTH. 4-1/2" O.G. - TREAT ALL EXPOSED SURFACES FENCE SECTION IN/ (2) GOATS MOISTURE-PROOF III PRIMER AND (2) GOATS ENAMEL. N co Z < Z Q Z 5 cc CC Oa -7 FLAN 5A COURTYARD SATE DRY STREAK BED I , HOOD SONS W LL W TRUST I ONE _ a J W U CO 2 1 Z QQ 2 3 s � J I .J 6 X ` o 4 •� o W _ Cl) tL -III-II a a o00�0; � ��.�_ w�� 0000a aaa II I�I- 5 =1 I 1=1 I rr rr=1 � 00 J Q O Q , i011 COL -In-1n 'ao %90,IE:71 I��I co V -I 11=1 I I-III-III I I-I 11=1 I -I n�$��m�tf 1=1 I I-1 11=1 I I III III-III-I 11= - V- .J=1 11=1 I=1 I -I 11=1 I I I I I=1 I I- 11=1 11=1 11=1 I =1 11=1 11=1 11=1 I I I I I=1 I =1 11=1 11= ZQF-1 =I -I I =1 -111 I W Q W- iI IIII-II1I-III=111- I -II I I II-I I I I I 1 O� SECTION VIEW 4 5 -� SCALE: 1 1/2" I '-011 � Ha U- � - 2 ry' �I, -' 11 e° I II SECTION VIEW SHEET II' III ono oa1 SHEET DESCRIPTION SCALE: 3/8" = I '-O" LE&ENI:;) LE(5END VERII-Y IN FIELDq CONSTRUCTION 1. PREFABRICATED URN FOUNTAIN SET IN AGGREGATE BASE 1. 2x& TOP RAIL, ATTACH W/ I&D 6. FINISH GRADE DETAILS - SET TOP OF BASIN BOWL LEVEL WITH TOP OF CONCRETE NAILS BAND - REFER TO FINISH SCHEDULE, SHEET L-I FOR 7. 12" DIA. x 24" DEEP SPECIFICATION 2. 1" 5Q. WOOD FRAME ALL AROUND - CONCRETE FOOTING DESIGNED BOTH FRONT AND BACK, ATTACH SMP WITH 7D NAILS 8. COMPACTED 5UBGRADE - DRAWN 2. DEGORATI VE GOBBLE I N AND AROUND BASIN BOWL - MC REFER TO FINISH SCHEDULE, SHEET L-I REFER TO SOILS REPORT FOR CHECKED O.G. 3. CONCRETE BAND 3. %2 x 2 LATTICE � 4" REQUIREMENTS- REFER TO FINISH SCHEDULE, SHEET L-I 4. 4x4 POST q. AGGREGATE SUB-BASE DATE MC MATERIAL - REFER TO SOILS 8.21.06 4. AGGREGATE SUB-BASE - REFER TO 50I L5 REPORT FOR 5. 2x4 BOTTOM RAIL, ATTACH W/ I&D REPORT FOR DEPTH JOB NO. REQUIREMENTS NAILS REQU I REMENT5 261441 CAD FILE 5. COMPACTED 5UBGRADE - REFER TO SOILS REPORT FOR NOTES SHEET NUMBER REQU I REMENT5 - ALL LUMBER SHALL BE SAW SIZED DOUGLAS FIR 6. WATERPROOF MEMBRANE - PAINT OR STAIN WOOD PER FINISH SCHEDULE (IF PAINTING, TREAT ALL EXPOSED SURFACES WITH (2) TWO GOATS MOISTURE-PROOF PRIMER AND (2) TWO GOATS ENAMEL. L�4a ALL NAILS 4 HARDWARE TO BE PRE-GALVANIZED .JAR FOUNTAIN COOL;) 5GREEN FEN(f.I OF 15 SHEETS MODIFIED FINAL PLAN 1.24.07 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 solution of muriatic acid and water, and brushed to reveal surface lines. 3. Posts, Plates and other of-grade connections to be Redwood, Western Red In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing Surface must be continuously wet to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. 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 4. Hardware - column bases - '51m son StrongTie' ore uol. Post cops and or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. G. Gl. Uponn-Up strap ties - 'Simpson Strong Tie or ecpol. Joist hangers and heal angles - errors. I. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' ore equal. Screws, hinges, nails, bolts, and wasFiers. All site. p g �. g SUMMERS/MURPHY do PARTNERS. INC 2. The piping systems shall be flushed and cleaned prior to connecting to hardware material to be galvanized. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 B. Errors or Conflicts existing drain line, catch basin or storm drain systems. V. BLOCK MASONRY 5. Stain and point - as selected and shown on drawin s. DANA POINT CALIFORNIA 92629 If any errors or conflicts are discovered in the plans or notes, they shall be p g (949) 443.1446 FAX (949) 443-1631 interpreted so as to accomplish the real purpose of those plans and notes. 3. Upon completion of work, remove debris, tools and surplus material from site. Scope of Work - Provide all labor, materials, tools, equipment, transportation and (b. Concrete - Glass A minimum 2,000 P51 at 28 clays. necessary incidentals for the completion of all block masonry as shown on the y G. Additions, Deviations and Alterations drawings, including but not limited to the following: \,0 SCAp V. CONCRETE B. Rough Carpentry ¢�,1;) 4 Murph F,q No deviations or alterations from the plans ands Specifications will be permitted Scope of work - Provide all labor, materials, tools, equipment, transportation and I. Set all posts, beams, rails and framing plumb and true to line as shown on , *, y tio'��y unless authorized b the Owner or the L ondsca e Architect. Should dviation necessary Incidentals for the completion of all concrte lotwork as shown on the A. Materials the drawings. �; ���'�, y p y p 1. Slump block units meeting grade A A5TM C-a0 concrete block units Grade w a from plans and notes become necessary due to conflicting site conditions, Owner drawings including but not limited to the following: A, A5TM 0-10. -' 2. Connections - make all connections as shown on the drawings.5plice lumbe Signature and Landscape Architect shall approve in advance any such deviation. No at posts only. Utilize all nail and/or bolt holes for all hardware. 7-31-08 additional work will be authorized without the express written authorization from A. Materials 2. Cement - Standard Portland Cement A5TM designation 0-150 Type I or 11, Renewal Date the Owner. I. Cement - Standard Portland Cement, per designation G-150 of the ASTM low alkali. 3. Ease all top edges of exposed lumber for bench tops, low walls, etc., *�q Date Type 11, III, or V, low alkali, single brand throughout. Refer to Soil Engineers where surface contact is provided. TFOPCAUVO D. Interpretation Report for Recommendations. 3. Sand - Glean, well graded ASTM designation 0-144. 4. Post base - set post column base as shown on drawings, providing minimu These drawings and/or the The Contractor shall comply with the obvious intent and meaning of these plans I" p p povin clear all sides from finished post base to to of accompanying specifications and specifications which shall be construed to include all labor, material, tools 2. Aggregate - ASTM Specification G-33 3/4 maximum size. Decorative 4. Water - Water used shall be of potable duality. g' property of are the exclusive 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 Summers/Murphy & Partners, 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 A5TM Inc. and their use and publi- workmanlike manner in strict accordance with plans and notes. Should any designation A-165. provided, i.e., bench top etc. cation shall be restricted to the uestions arise as to the intent and interpretation of these plon5 and notes, original site for which they Contractor shall refer to Owner and Landsca e Architect whose decision 5• Water - Water used shall be of potable duality. (0. Concrete - Glass A concrete minimum 2,000 P51 at 28 days. C. Painting and Stain were prepared. Re-use, repro- 1. Fill all seams and cracks with Latex caulk and/or wood dough to insure an duction or publication by any thereon Shall be final. 4. Steel - Reinforcing steel for decks and wa Iks to be intermediate grade even surface. method, in whole or part, is deformed bars conforming to A5TM A-615 and/or Grade 40. Mesh A5TM -T- Mortar - by volume, freshly prepared, uniformly mixed in ratio I art cement, prohibited except by written 1/2 part lime putty, 4-1/4 parts sand, conforming to A5TM 0-27S. Omit lime 2. Sand smooth all exposed surfaces is Specified as 545. permission from Summers/ E. Observation and Rejection of Materials and Workmanship A-416, size where shown on drawings. putty If plastic cement is used. p p Murphy & Partners, Inc. ' All materials and workmanship furnished or performed by Contractor shall be 3. Prime all painted surfaces with one coat primer. subject to final observation and acceptance by Owner and Landscape Architect 5. Expansion Joints - Asphalt impregnated felt. Folyfelt Ethafoam as indicated 8. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts upon completion of all contract work whether previously paid for or not. At any on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. and all times during the performance of this contract, Contractor shall make 6. Control Joints - Saw cut joint 1/4 of slab thickness. Hand tooled score joints B. Lo In of Masonry 5. Stain with minimum two finish coats for stain surfaces. available for observation, test and approval, materials and workmanship. Failure y g y w of such observers to make observation tests or approvals shall not r 1/4 deep minimum where shown on the drawings. I. Lay all masonry strai ht and true to line with vertical joints plumb over each pp prejudice other. Horizontal joints shall be level. Headers and corner units to show D. Protection and Cleanup z the right of Landscape Architect or Owner on final observation. Contractor finished faces where exposed. Joints and bond pattern to be as shown on 1. Protect all existing work from point overs ra `D 7. Gold Joints - Butt type, butt type with dowels. Screed key point as indicated p p g p p y• shall promptly replace any and all material, workmanship and equipment which on the drawings. the drawings. does not conform to the plans and notes. All materials used on this contract 2. Upon completion of work, remove all scrap wood, debris, materials and w C. Reinforcing tools from site. o Shall be new and the best marked quality unless specified otherwise. 8. Joint Sealant - Two parts Folysulfide sealant as manufactured by Thiokol, I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels `" M Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be same size as wall reinforcing. Refer to VIII. Metal Work J >> UJI F. Samples L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes and locations. Scope of Work - Provide all labor, materials, tools, equipment, transportation °C When so required by the Owner or Landscape Architect, Contractor shall submit and necessary incidentals for completion of all metal work where shown on the H o fora approval Samples of the various materials, and Specify finish thereon. Q. Curing Material - Hunts process MD-1G. 'Lithochrome' color wax for color D. Cutting of Masonry drawin s, including but not limited to the followin : Q o pp p 9 p g g p y g y g conditioned concrete by L.M. Scofield, in matching color of concrete as 1. 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 drawin s A5TM designation 500 and/or N<1<I<E. Groutin of M / asonr g g gAll construction shall conform to all local buildin codes and ordinances. It is g y <a g hand forged, cold rolled wrou ht iron in sizes as shown on the drawin s. . Grout all 1 cells is with vertical stee 1 Solid id as shown on the g g g 10. Color Conditioned Concrete - Ghromix admixtures for integral colored drawings. Contractor's responsibility to verify all codes prior to commencing work. g concrete by L.M. Scofield Company. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. 2. Grout all cells below grade solid. H. Utilities . - - 3. Concrete Glass A concrete minimum 2 00. I I. Dust On Color or Lithochrome color hardener b L.M. 5cof ie Id Company. O PSI at 28 clays and/or an �� , y Contractor shall be responsible for verifying the location of all underground y p y' 5. Provide minimum 3/4 between steel reinforcing and blocks. 'For-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 menufactured by construction. - F. Weepholes 4. Paint - Zinc Chromate rimer, 'Rustoleum' finish surface coats or a ual. M. oi,L Scofield Gom an or Sika surface retardant or Ru esol as � � p Company, g Metalizin or galvanizing or owder coating if shown on the drawin s. 1 I. Open 'oint wee holes at 32 O.G. maximum on bottom course of retaining g g g p p g g J manufactured by Slka Corporation. walls with I cube foot gravel if shown on drawings or approved drainage I. Removal of Debris and Glean-Up system per Structural Engineer's specifications. B. Fabrication and Installation Contractor shall thoroughly clean and keep free of debris and waste material B. 5ubgrade I. Contractor shall make all measurement for fabrication in field prior to entire construction area to the satisfaction of the Owner. I. Grade all subgrades to a uniform depth and compaction. Moisten all 6. Expansion Joints starting work. sub rades prior to pouring of concrete. I. Provid e vertical expansion joints in wall per loc al I code and Structural J. General 2. Out all footings in undisturbed or compacted soil. Engineers specifications. 2. Horizontal bars to taper with grade or step with grade as shown on the The general conditions and any special conditions that Ow drawings. Vertical bars to be plumb.ner may require shall 3• Place sand or aggregate base as shown on the drawings and as specified H. Waterproofing apply with the same force and effect as though written in full herein for all b a Soils Engineer. I. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. C. Weldin O g g p � 1 construction sections. y g I. Weldin to comply with the requirements of St andard code for ARC and I. Cleaning g p y g' Q G. Forms gas welding. W 11. 51TE EXCAVATION AND ROUGH GRADING I. Use only finished lumber. Set all forms true to grade and position. I. Glean all masonry work, remove all mortar stains. O W Scope of Work Provide all labor, materials, tools, equipment, transportation and 2. Weld to only clean, rust-free surface. - � 2. Upon completion of work, remove all mortar droppings, debris, materials and 0 ir �p necessary incidentals for the completion of all clearing, stripping, excavating, 2 . 3. All welds to be continuous and free of cracks craters and orosit Tao 0 CM(0 backfiliing, grading and related work as shown on the drawings, including but not release agents. welds not acceptable. p y limited to the following: VI. BRICK MA 0 N 50NRY Z Q D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment transportation and 4. Grind smooth all exposed welds, match adjoining surfaces. - 0 r A. Protection of all curbs, walks, walls, structures and other existing work which I. Place expansion in concrete at intersection of concrete and fixed is p J necessary incidentals for the completion of all brick or stone masonry as shown on CO LLI M to remain. structures, i.e., garage, walls, base of steps, col bond beam as indicated on 5. Flu all open ends and tops, and weld. � J g p p the drawin s in g including but not limited to the followin p p the drawings. g g g Z V Z 0 D. Painting B. Clearing and stripping site of brush, debris and other foreign materials as Place control joint in concrete not to exceed a horizontal A. Materials I. Prime all metal work with one coat Zinc Chromate rimer. 3 Q LO cc O outlined in the drawings. J spacing as 1. Brick or stone conforming to A5TM A-62 grade MN as shown on the drawings. p O �' r - .. specified by a soils engineer. 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as sho G. Excavationf 2. Cement - Standard Portland Cement ASTM - on the drawin s. Paint to be 4 mils minimum dry thickness each. or all foundations and footings to the dimension and depth shown on designation G 150 Type II III or g p Place construction points in concrete where casting on concrete Is to be g y g - yp , the drawin s. Bottoms of excavations shall be smooth and level. All loose V low alkali single brand throughout. Refer to Soils Engineer's report for g stopped and subsequent casting is to be started. recommendations. 3. Prime and paint per above, all field welds. material shall be removed therefrom. E. Concrete E. Protection and Cleanup D. 5ubgrades shall be watered and compacted to a relative compaction of q5%. 1. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 3. Sand - Glean, well graded A5TM designation G-144. I. Protect all existing work from paint oversproy. and be proportioned to attain a maximum cylinder strength of 2,000 PSI in Q 4 Water E. 5ubgrades under all paving shall be true to grade and cross section, hard, 25 days. Compressive strengths are to be determined in accordance with - Water used shall be of potable duality. 2. Obtain Fire permit where required for on-site welding. N Z uniform and smooth prior to placement of base material. A5TM C-3a. The slum shall not exceed 4". Z Q p p p 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM 3. Upon completion of work, remove all scrap iron, debris, materials and Z designation A-165. tools from site. Q :5 Z a F. Backfilling of all excavations and trenches after placement of foundations, walls, Concrete mixing - All transit mixed concrete shall be mixed and delivered in walks utilities etc. as outlined on the drawin s. Compaction of backfill shall be accordance with the requirement of Standard Specifications for ready mixed (b. Mortar - by volume, freshly prepared, uniformlyy mixed in ratio I part cement, W I W ' g p concrete A5TM C-,14. 1/2 part lime putty, 3 parts sand, conforming to AX C-2,70. Omit lime putty � - a in acceptance with Engineers specifications. if plastic cement is used. Q 0 Q F. Concrete Finishing W O � G. 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 7. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement, 0 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 sand and 2 parts pea gravel. Z and edge to an even hard surface. Score as indicated on drawings. Use a B Laying of Brick W 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 I. Lay all masonry straight and true to line with brick vertical joints plumb over J co outlined on the drawings or as approved by Landscape Architect. shown on the drawings. each other. Horizontal joints shall be level. Headers and corner units to show W X finished faces where exposed. Joints and bond pattern to be as shown on Q 0 J I. Glean up and remove all debris and surplus material and remove from site. 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with the drawings. J straight edge to remove all irregularities. Float to a smooth surface, steel J trowel and edge to an even hard surface. Score as indicated on drawin s. G. Reinforcing00 Q � 111. DRAINAGE Hand broadcast rock salt in even distribution and tamp in. Wash off concrete I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels = tM a O 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 same size as wall reinforcing. Refer to Structural T LL V necessary incidentals for the completion of all drainage systems as shown on the Engineers specifications for all steel sizes and locatlons. Z V O W 3. Pea Rock Retarded Finish - Tam fresh concrete with heavy metal rid. Q 0 drawings, including but not limited to the following: p y g D. Cutting of Masonry Screed with straight edge to remove all irregularities. Float to a smooth g y O Q O surface, steel trowel and edge to an even hard surface. Apply surface I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less _ A. Materials than 1/2 length shall not be used. Stone to be out with chisel and hammer. � .2 retardant to finished surface, prior to initial set per manufacturer's I. Aorylonite Butalene - Styrene (A85) Schedule 40 drain pipe, perforated or recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Grouting of Masonry non-perforated in diameters shown on the drawings. Reveal aggregate by using water jet and coarse fiber brush to remove I. 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 - SHEET DESCRIPTION exposure is complete and uniform. 2. Provide minimum of 2 1/2�� grout space between double brick walls. Provide with grates, high impact plastic Styrene deck drains, and/or precast concrete minimum 3/4" between steer 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. CONSTRUCTION shown on the drawings. Stainless steel or brass deck drains in hordscape as Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproofing SPECIFICATIONS shown on the drawings. surface. Hand seed surface in uniform fashion over entire area keeping stone 1. Waterproof all retaining walls below grade with asphalt emulsion, or other as 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Engineer. B. Trenchingand La Pi depth below concrete surface. DESIGNED Laying Pipe I. Gleaning and Sealing J-L I. Trenches to pitch a minimum of 1/5" 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 DRAWN 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 .J.L excavation. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake on the drawings. CHECKED P.M. 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 DATE 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. 8.21.06 shall be made to receive bell of so e i the joint will not bear upon the while concrete is still plastic using imprinting tools to make pattern as pipe p shown on the drawin S. Apply color curing compound 'Lithochrome' color CONTRACTOR QUALIFICATION NOTE: 10B NO. subgrade. Adjustments to line and grade shall be made by scraping away or g pp y g p VII. CARPENTRY 261441 wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and ALL LAND50AFE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-2-1 CAD FILE filling in with backfill 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, ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-5 blocking. texturing the concrete. Color curing compound may be optional, as including but not limited to the following: ALL MA50NRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2ci SHEET NUMBER 5. Trench material shall be used for backfill. How indicated on the drawings.ever, no rocks or lumps A. Materials NOTE: 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 1. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawin s, ANY CHANGE5 TO THE APPROVED PLAN MUST BE before handling. Above the level of initial backfill, the trench may be straight edge to remove all irregularities. Float to a smooth surface, steel strai ht, sound, free from marks, pin head knots, sap pockets, slivers, and SUBMITTED IN WRITING TO THE CITY OF PALM L� 5 backfilled with trench material. trowel and edge to an even hard surface. Prior to set, lightly sponge chec2s. Select grade or better where shown on the drawings. DESERT FOR APPROVAL PRIOR TO INSTALLATION C/ONSTRUC.710N 5FE(f,,, 1F1 (f./AT10N5 I OF 16 SHEETS MODIFIED FINAL PLAN 1.24.07 A7 17 TEMPORARY MODEL HOME TRAP FENCE. a EL CORAZON REFER TO LANDSCAPE PLANS FOR MORE 1 in PASEO 'V INFORMATION A6 7 mammon ■ am a on ■ am ■ r •I M 0 a 1a 429E I 2a 2' - — - -- _ : - - - - SUMMERS/MURPHY & PARTNERS, INC \ , — — --' STUB OUT LOCATION REFER TO NOTE 'C' LANDSCAPE ARCHITECTS RIGHT BELOW 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 1.. - - ,- ; _ 11/4" 1/2" - (949) 443-1446 FAX (949) 443-1631 � \� /\_\Y \L- " _\ '-J / v' ... i _ _ _ _ _ _ 1�" 1 a ",- �— — — — — r �F.� N,�MurpA,o�•-9 ! ', 4• 1/4 I �0 1 G �i h �) �� � �� �° 1� by , 1 _ 1/ - 2 J __ _ __ /� /,l i I L . -. t ;} Vrn a -J I n _.._. -__. ._. -. Of '1 ' l 1 1 a .... ( iC_:., a . a � r �J Signature i 1 1 3/4 9 ��\ ' c?��t - - - ___ _ _ 7-31-08 - \ a a . Renewal Date 4 1 �<� / 1 1 I 11 4 1�- ------- I L _ o� ; 1� I 11 I 11....�.....,1.111. �- ________� ( 7- 4 : 1�, C , I I r i-; `�' /4. ��q Date F a�O , 3 ." TF OF CALIEO' , F : I , ( r_1\ I1" 3/4a �y n��� These drawings and/or the I r � '\ - _ �; �1,� ( x accompanying specifications -- -- - - -1�­_ I � ) tiF � )_! are the exclusive property of � "/ (, �;` 1" Summers/Murphy & Partners, I _�` F OG V_�4 �- a Inc. and their use and ubli- � '��`;� 1a _.__ O�c 4 7 �` cation shall be restricted to the --- _.____ -i y.. r , ____:_ - 1�1 _ - t+ftfTf?R WE3R+�- LOT:75 r ---- _ -__�- --- _ a original site for which they / »` 3E 1 � - _ 34_ _ �.:M_ � _ �;�� / - - -_ _ _ 1 - -_, n „! `,_ I were re ared. Re-use, re ro ': �! __ __ -. , ,vV -- , . prep P ! I T! I ! l I tion or ublication b any ___ 1 -,_.� 2- I n P Y I �! - I ,' T i 7 i 0 _ I �t.`': - �, ,._ method, in whole or part, is F I 1 II ...::,;i ! ! j a :.q I 1 --- 1 3 ^ ;I, !�! 11 ,(i T __ .. 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CONNECTED TO DOMESTIC WATER METER Jill CONNECTED TO DOMESTIC WATER METER CONNECTED TO DOMESTIC WATER METER IIII I 11 a ..,_....� M 1 �� --- - r j -14 '_� 1— ' - - `' - - - - ` _ II A4 I ( -1 1 _ -�I � — — -,- � - ._ - _ _ _ E Iii -- - __ .....-__ 1 54 .- 1. _ - ___ _ ___ ---I--- _ ___ _____ __ ___ __ — — — — — — — — — — — — __ __ _____ _ ___ - . --. . I I- -- - - w f--- - -- _ _ _. _. _ .-. __ _ _ -_- __ _ ' _ _ _ _ _ - __ _ __ - - t 'LL .__ _ _ . - _ _ - -- 1.111. _. - --- - - -- ___ _ __ _ - .----- --- - - --- - - --- -- _ __ _ _ _ _. -- a . 3/i1 ■ 1 N 11 Z aZ co 2a STUB OUT LOCATION REFER TO Q Z :5 NOTED' RIGHT BELOW IX W LLw ® 0. J a. CERTIFICATI❑N OF PROJECT COMPLETI❑N Co Q V uJ V Co A. A Licensed landscape architect, or other qualified professional in a related field, NOTE A: NOTE D: shall conduct a final field observation and shall provide a certificate of completion. Z The certificate shall specifically indicate that the plants were installed as specified POINT OF CONNECTION SHALL BE A 11/2" DOMESTIC WATER METER WITH A 2" SERVICE CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AT THE LIMITS OF and that the irrigation system was installed as designed. LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR WORK FOR FUTURE ADJACENT IRRIGATION CONNECTION. CONTRACTOR SHALL CONTROLLER 'A' LOCATION REFER TO NOTE 'B'AT LEFT � W :5 TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS ROUTE A MIN. OF ONE COMMON WIRE AND (20) TWENTY CONTROL WIRES FROM U0 B. Certification shall be accomplished by completing a certificate of completion and FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE CONTROLLER 'A' TO THE LIMITS OF WORK AND SHALL INSTALL SAID WIRES WITHIN A POC LOCATION REFER TO NOTE 'A'AT LEFT J W X delivering it to the District, cirt or county and to the owner of record. (See example) FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION ROUND PLASTIC PULL-BOX FOR FUTURE SYSTEM CONNECTION. CONTRACTOR SHALL Q o W CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED � C a CERTIFICATE OF PROJECT C❑MPLETION CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. c RESPONSIBILITY OF THE CONTRACTOR. 00 J Project Name:_________ p or Tract No.:_________________ MAINLi NOTE INE _ CO a O ________ Parcel Ma MINIMUM STATIC WATER PRESSURE 61 PSI MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO (� DESIGN WATER PRESSURE 54 PSI BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CU Project Location:-------------------------------------------------- MAXIMUM SYSTEM DEMAND 17 GPM Maximum Water Allowance:___________________________________________ NOTE B: NOTE F: � < V LU CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY These plans have been reviewed b the Coachella Valle Water District in accordance � Q Q a (In hundred cubic feet) CONTROLLER SHALL BE A WEATHERTRAK MOD. #"WTPR02-42-CHA-RI"42 p y y STATION INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT p, T F POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED � R with Water Code Title 7, Division I. Chapter 3, Article 10.8, Section 65597 et seq. � � � — O Estimated Total Annual Water Use: TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CO � V 2 CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO REPRESENTATIVE PRIOR TO COMMENCING WORK. requiring efficient landscape and irrigation design in cooperation with the local � (in hundred cubic feet) COMMENCING WORK. NOTE G: O C'� governing agency (City or County). "Approval of this drawing by CVWD staff does not S T R � Preliminary Project Documentation Submitted; (initials indicates submittal) NOTE C: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SHEET DESCRIPTION CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AT THE LIMITS OF ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES _____1, Grading design plan WORK FOR FUTURE ADJACENT IRRIGATION CONNECTION. CONTRACTOR SHALL AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT walls, and permanent structure of any kind may not be planted or installed in CVWD ROUTE A MIN. OF ONE COMMON WIRE AND (10) TEN CONTROL WIRES FROM IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. and USBR easements or right-of-Way without first obtaining an encroachment permit IRRIGATION _____2, Landscape design plan CONTROLLER 'A' TO THE LIMITS OF WORK AND SHALL INSTALL SAID WIRES WITHIN A ROUND PLASTIC PULL-BOX FOR FUTURE SYSTEM CONNECTION. CONTRACTOR SHALL NOTE H: from CVWD. PLAN _____3. Irrigation design plan VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FIELD WITH OWNER'S AUTHORIZED CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. UTILITIES. -----4, Irrigation schedules DATE WATER MANAGEMENT SUPERVISOR Post installation Inspection; (initials indicate completion) DESIGNED SBcA DRAWN -----A, Plants installed as specified S&A _____B, Irrigation systems installed as designed STATEMENT OF WATER CONSERVATION CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR CHECKED SBcA Please note the following principles of design utilized on this project directed specifically DATE Comments_____________________________________________________ as conserving water and improving the efficiency of the irrigation system: 8.21.06 ------------------------------------------------------------ Utilization of high-efficiency point source drip. JOB NO. A copy of this certification has been provided to Owner/Developer and District Irrigation zones separated by plant material types. 261441 Irrigation zones separated by exposure and orientation. CAD FILE Comments____________________________________ __________ Utilization of rain shut-off device connected to irrigation controller. 441 L6 IP Utilization of controller with water budgeting feature. Sweeney + associates SHEET NUMBER IRRIGATION DESIGN AND CONSULTING ------------------------------------------------------------ IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY • SC, /1 LE : I/Q., 11 I '-0 11 NOTE: California 1""t CJ BASIS BY THE MAINTENANCE STAFF. AN IRRIGATION AUDIT, IN COMPLIANCE 38730 Sky Canyon Drive, Suite C I certify that the work has been completed in accordance with Coachella Valley Water ANY GHANGE5 TO THE APPROVED PLAN MUST BE Murneta,CA 92563 District Landscape and Irrigation Guidelines, WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT 951.461.6830 p 951.461.6850f PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR 5UBMITTED IN WRITING TO THE GITY OF PALM email@sweeneyassoc.com L� 6 PRIOR TO TURNOVER OF PROJECT AND EVERY 5 YEARS THEREAFTER. THE DESERT FOR APPROVAL PRIOR TO INSTALLATION w vw.sweeneyassoc.com NORTH ------------------------------------------------------------ REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD Murrieta,California Austin,Texas Ft.Lauderdale, Florida I I I I Landscape Architect Signature Date License No, HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN O 8 I6 24 OF 15 SHEETS MODIFIED FINAL PLAN 1.24.07 IRRIGATION NOTES IRRIGATION MATERIAL LEGEND (HOA) 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS SYMBOL SUMMERS/MURPHY do PARTNERS, INC. WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE Q T H F MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS DETAIL LANDSCAPE ARCHITECTS CARRIED OUT BY THE CONTRACTOR. CERTIFICATE OF PROJECT COMPLETION 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE Project Name,_________________ Parcel Map or Tract No.t----------------- 0 HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 N/A A,B (949) 443-1446 FAX (949) 443.1631 COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED Project Locatiorn-------------------------------------------------- PCB BUBBLER HEAD SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) EACHH SYMBOL REPRESENN TS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE NDSC TO THE OWNER'S REPRESENTATIVE. LP A e SIDES OF TREE TYPICAL. ,o O F Maximum Water Allowance, �F. M. Murphy qp 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING 4R ARCHITECTURAL PLANS BEFORE BEGINNING WORK. (In hundred cubic feetl NOT SHOWN RAIN BIRD XERI BUG XB-05PC-1032, XB-10PC-1032, &XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (0.5-2.0 GALLONS PER C 10 �0 Estimated Total Annual Water Use HOUR) SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN Signature BEFORE BEGINNING WORK. ________________________________________________ (in hundred cubic feet) NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP C 7-31-08 * Renewal Date 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE Preliminary Project Documentation Submitted: (initials indicates submittal) NOT SHOWN TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A T INSTALLED WITHIN PLANTING AREAS. Date SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE -----1, Grading design plan PER MANUFACTURER'S SPECIFICATIONS. F OF CALIF FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY -----2. Landscape design plan ® These drawings and/or the SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR P.O.C. 11/2" DOMESTIC WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD N/A accompanying specifications THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY -----3. Irrigation design plan are the exclusive property of THE OWNER. ® EXISTING 11/2" BACKFLOW PREVENTER ASSEMBLY INSTALLED BY CVWD N/A Summers/Murphy & Partners, 4. Irrigation schedules Inc. and their use and publi- 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO ----- ® RAIN BIRD EFB-CP SERIES BRASS MASTER VALVE- 1-1/2"- NORMALLY CLOSED. D cation shall be restricted to the COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. Post installation Inspection: (initials indicate completion) original site for which they ® DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF - 1-1/2" SIZE. E were prepared. Re-use, repro- [ ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE -----A, Plants installed as specified duction or publication by any Ow" WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F method, in whole or part, is DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. -----B. Irrigation systems installed as designed prohibited except by written permission from Summers/ 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST Comments,____________________________________ (� RAIN BIRD 33LRC (1") QUICK COUPLER VALVE G Murphy & Partners, Inc. RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. ----------------- ____________________________________________________________ RAIN BIRD PEB-PRS-D (1", 1 1/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND A copy of this certification has been provided to Owner/Developer and District FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL i!� RAIN BIRD XCZ-100-PRF 1" DRIP REMOTE CONTROL ASSEMBLY WITH PRESSURE REGULATING WYE FILTER I WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES Comments;----------------------------------------------------- TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ® WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL J ------------------------------------------------------------ VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS- SIZE AND TYPE NOTED ON DRAWING. 11 ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE It is my opinion that the work outlined above has been completed in substantial POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION accordance with Coachella Valley Water District and The City of Palm Desert's El W.C.S. RAIN SENSOR, RG/RG-VR, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER J DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. Landscape and Irrigation Guidlines. Z m N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A O 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE Landscape Architect Signature Date License No AS APPROVED PVC PIPE 3/4"- 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE Q W ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT DC LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING — — AS APPROVED PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE Q iy SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES Q WITH ADJUSTABLE ARC UNITS. AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED R Q PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 13 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED a a a EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL(U.L. APPROVED) Q,R,S GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS S ---VALVE NUMBER A20 20 G.P.M. MODEL IRRIGATION NOTES 1" 2000 ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) MAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE IMMEDIATELY DOWNSTREAM OF THE EXISTING VALVE SIZE WATER METER. VERIFY EXACT METER LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. INSTALL PRESSURE REGULATOR DOWNSTREAM OF BALL VALVE. SET OPERATING PRESSURE TO 101 PSI. ADJUST PRESSURE AS NEEDED. MAXIMUM DEMAND IS +/- 12 GPM. MAKE POINT OF CONNECTION PER LOCAL CODE. INSTALL CONTROLLER ON EXTERIOR WALL OF GARAGE FOR MODELS. NSTALL CONTROLLERS FOR SALES OFFICE AND PARKING LOT ON EXTERIOR OF SALES OFFICE, COORDINATE WITH DEVELOPER. INAL CONTROLLER LOCATION TO BE DETERMINED IN THE FIELD BY THE EVELOPER'S AUTHORIZED REPRESENTATIVE. DEVELOPER TO PROVIDE 120 VOLT O POWER TO FINAL CONTROLLER LOCATION. IRRIGATION CONTRACTOR TO MAKE ALL CONNECTIONS PER IRRIGATION MATERIAL LEGEND (PRIVATE) SYMBOL Q T H F MANUFACT. MODEL NO. /DESCRIPTION GPM PSI RADIUS DETAIL Q LOCATE CONTROL VALVES ADJACENT TO THE SIDE OF HOUSE. VALVES SHOULD NOT BE VISIBLE FROM ENTRY WALKWAY. W SCREEN VALVES WITH SHRUBS IF NECESSARY. INSTALL ANTI-SIPHON VALVES PER LOCAL CODES. V HUNTER PRESSURE COMPENSATING BUBBLER, MOD. # O PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 N/A A,B O 1 r ALL PIPE AND WIRES UNDER HARDSCAPE ARE TO BE SLEEVED IN SCH. 40 PVC. PIPE SLEEVES ARE TO BE 2X THE PIPE OR PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) WIRE BUNDLE CARRIED. PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) ''�i CM EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE �1 0 FA SIDES OF TREE TYPICAL. Z Q r 1 NOT SHOWN RAIN BIRD - - - - _ XERI BUG XB-05PC-1032, XB 10PC 1032, &XB 20PC 1032 PRESSURE COMPENSATING DRIP EMITTERS (0.5 2.0 GALLONS PER C O � La M HOUR)WITH THREADED INLET. SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY p� J W Z NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFR/FRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP C Z V ' Q LO oC 0) DRIP SYSTEM NOTES. NOT SHOWN TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A T O r _ SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE "P.O.C. 3/4 DOMESTIC WATER METER FOR FUTURE RESIDENCE EXISTING PER CIVIL PLANS LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC WO , INSTALLED BY CVWD K LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. NO SYMBOL WILKINS MODEL BR4 PRESSURE REGULATOR (15-150 PSI) 3/4" SIZE, SET PRESSURE AS REQUIRED K,L 0-9-0 KBI LT-1250-T 11/4" FULL-PORT BALL TYPE ISOLATION VALVE K,M Q INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT N MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH MULCH 1(@ RAIN BIRD 100-ASVF (1") PLASTIC AUTOMATIC ANTISIPHON VALVE, INSTALL 6"ABOVE HIGHEST HEAD SERVED N Q Z SPECIFIED ON LANDSCAPE PLANS. z z Z CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS 6M RAIN BIRD XACZ-100 (1")ANTI-SIPHON DRIP VALVE ASSEMBLY, INSTALL 6" ABOVE HIGHEST HEAD SERVED 0 BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE © TORO INTELLI-SENSE (TIS-612) 6-STATION CONTROLLER, MOD. # TIS-06-ID, ET PROGRAMMABLE, INSTALLED ON INTERIOR WALL OF GARAGE p W O W PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT a QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO � N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD NIA Q Q BIDDING OR STARTING WORK. COCO V V AS APPROVED PVC PIPE 3/4"- 11/4" CL. 200 AS LATERAL LINES 12" BELOW GRADE Q W w DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING — A APPROVED PVC PIP 11/4" H. 40 SOLVENT WELD A MAINLINES 18" BELOW GRADE � ~ Z OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. S O C E SC SO S Q MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS �e W REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT AS APPROVED PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED R IS. 0) GROWTH. PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. J W X NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) Q,R,S W NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS S CO a = CO VALVE NUMBER M 0. V * LL —200E QTY. OF EMITTERS (IN DRIP ZONES ONLY) Z ~ O W T Q U W Q GPM O 0. O a CO 2 SHEET DESCRIPTION IRRIGATION NOTE:: LEGEND ANY CHANGES TO THE APPROVED PLAN MUST 8E 5UE3M I TTED IN WRITING TO THE G I TY OF PALM DESERT FOR APPROVAL PRIOR TO IN5TALLATION DESIGNED S&A DRAWN T These plans have been reviewed by the Coachella Valley Water District in accordance CHECKED S&A n, with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. SSA requiring efficient landscape and irrigation design in cooperation with the local DATE s r R c governing agency (City or County). "Approval of this drawing by CVWD staff does not 8.21.06 constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JOB NO. walls, and permanent structure of any kind may not be planted or installed in CVWD 261441 01SA24BB07 and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE 441 17 IL sweeney+associates from CVWD. - IRRIGATION DESIGN AND CONSULT]NG SHEET NUMBER California 38730 Sky Canyon Drive,Suite C DATE WATER MANAGEMENT SUPERVISOR Murrieta,CA 92563 951.461.6830 p•951.461.6850 f ' email@sweeneyassoc.com www.sweeneyassoc.com L�7 Murrieta,California•Austin,Texas Ft.Lauderdale,Florida CVWD PLAN 4 DEVELOPMENT SERVICE SUPERVISOR OF 15 SHE MODIFIED FINAL PLAN 1.24.07 I PLANT DRIP EMITTER MATRIX AND CONTROLLER SCHEDULE SPECIFIC VARIABLES PLANT WATER REQUIREMENTS TO CONSIDER LOW MEDIUM HIGH SUMMERS/MURPHY A PARTNERS, INC D ESTIMATED SPECIES FACTOR (%) LANDSCAPE ARCHITECTS i RIP IRRIGATION EFFICIENCY BY CLIMATE (%) 0.85 0.85 34197 COAST HICHWAY, SUITE 200 ESTIMATED DENSITY FACTOR (%) 0.90 0.90 DANA POINT, CALIFORNIA 92629 ESTIMATED MICROCLIMATE FACTOR (%) 1.00 1.00 LANDSCAPE TOTAL SQUARE FOOTAGE DOES NOT EQUAL (949) 443-1446 FAX (949) 443-1631 CALCULATED CROP COEFFICIENT (Kc). 0.18 0.36 2.0 COMBINED SQUARE FOOTAGES OF INDIVIDUAL PLANT TYPES. ESTIMATED PEAK ET PER MONTH (INCHES): 12.00 12.00 4 CALCULATED ET PER DAY (INCHES): 0.40 0.40 0.40 THE TOTAL SQUARE FOOTAGE INCLUDES Q.G., MULCH, AND LPND SCgp PLANT SIZE PLANT DIA (FT) DESIGN DATA LOW MEDIUM HIGH OTHER NON-PLANTING AREAS BETWEEN PLANT CANOPIES. ���,�M MurC,4, e SMALL r GAL. / DAY REQUIRED 0 09 0 19 0 33 � ��� '�o 'y u BELOW CALCULATION IS PER THE CITY OF PALM DESERT w �� rn PLANT AREA. 1.77 EMITTERS PER PLANT WK 0 THE B a � EMITTER GPH STANDARDS AND CANNOT BE MODIFIED. signature MINUTES / DAY REQ. 11.20 11.20 12.24 7-31-08 i MEDIUM �_ �'� ���`-��GAL. / DAY REQUIRED 0.37 0.75 1.31 Renewal Date * PLANT AREA. 7y07 EMITTERS PER PLANT �� � J'� Date �P EMITTER GPH OF CALIF MINUTES / DAY REQ. 11.20 11.20 9.33 LARGE - ��.-GAL. / DAY REQUIRED 1.04 2.07 3.63 These drawings and/or the accompanyingspec ifi PLANT AREA 19.64 EMITTERS PER PLANT = .ffi ,a cations are the exclusive property of EMITTER GPH � MINUTES / DAY REQ. 12.44 11.85 12.96 Summers/Murphy & Partners, � ., � - ..-_ a4s,' Inc. and their use and publi- WORST CASE DAILY RUN TIME FROM CHART ABOVE: MINUTES i , , , Cty of Palm Desert cation shall be restricted to the i CALCULATED WORST CASE WEEKLY RUN TIME original site for which they 90.72 MINUTES �' �DAYS OF IRRIGATION DESIRED PER WEEK were prepared. Re-use, repro- - xh Water Calculation Chart duction or publication by any HOA CALCULATED RUN TIME PER ZONE / IRRIGATION DAY: method, in whole or part, is 18.14 MINUTES prohibited except written CALCULATED RUN TIME PER ZONE / IRRIGATION DAY: 0.30 HOURS permission from Summers/ TOTAL NUMBER OF SIMILAR DRIP ZONES: I TOTAL DAILY RUN TIME OF ALL SIMILAR ZONES: 0.91 IHOURS Maximum Water Allowance (MWA) Murphy & Partners, Inc. Input Zone WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS Square Footage Calculations WATER METER NUMBER LOT#75 IWATERMETERSIZE 3/4" WATER METER NUMBER 1 IWATER METER SIZE 11/2" Tree & Shrub Square foot 6288 (Includes D.G. /Gravel areas) HYDRAULIC GRADE LINE FT N/A WATER METER ELEVATION FT N/A HYDRAULIC GRADE LINE FT N/A IWATER METER ELEVATION FT N/A Turf Square foot 0 ELEVATION DIFFERENCE FT N/A IMIN.STATIC PRESSURE PSI 46 ELEVATION DIFFERENCE FT N/A IMIN.STATIC PRESSURE PSI 61 Total Square foot Cobble/Boulder 550 REMOTE CONTROL VALVE # 2 IREMOTE CONTROL VALVE SIZE 1" REMOTE CONTROL VALVE # A7 IREMOTE CONTROL VALVE SIZE 1" Total Waterfeature Square footage 4 Z R.C.V. DEMAND (GPM) 3 TOTAL DEMAND (GPM) 3 R.C.V. DEMAND (GPM) 17 TOTAL DEMAND (GPM) 17 Total Landscape Square f 6838 0 HIGHEST HEAD SERVED (FT) N/A STATIC PRESSURE AT HIGHEST HEAD N/A HIGHEST HEAD SERVED (FT) N/A STATIC PRESSURE AT HIGHEST HEAD N/A t/1 SIZE DESCRIPTI N O FLOW PSI LOSS SIZE DESCRIPTION FLOW PSI LOSS Zone No. Eto Water Adj. Total Conversion Factors Total � 3/4" ERVICE LINE (50 FT OF TYPE K COPPER) 3 1 0.8 PSI 2" SERVICE LINE (50 FT OF TYPE K COPPER) 17 1 0.2 PSI Factor Sq. ft. 0.62 748 MWA 3/4" ATER METER (DISC TYPE) 3 0.3 PSI 11/2" ATER METER (DISC TYPE) 17 0.5 PSI 1 57.01 0.5 01 0.62 748 0 LU N/A BACKFLOW PREVENTER fR/P TYPE) N/A N/A PSI 1112" BACKFLOW PREVENTER (R/P TYPE) 17 10.0 PSI 2 66.82 0.5 0 0.62 748 0 Q N/A FILTRATION (WYE FILTER) N/A N/A PSI 1112" FILTRATION (WYE FILTER) 17 0.3 PSI 3a 75 0.5 0 0.62 748 0 3/4" PRESSURE REGULATOR (WILKINS BR4) 3 3.0 PSI N/A PRESSURE REGULATOR (WILKINS BR4) N/A 51 N/A PSI 3b 88 0.5 0 0.62 748 0 N/A BFD ASSEMBLY PIPING (BRASS W(4 ELLS) N/A N/A PSI 11/2" BFD ASSEMBLY PIPING (BRASS W(4 ELLS) 17 61 0.8 PSI 4 93.9 0.5 6838 0.62 748 266.10607 a <<1<1<1 N/A MASTER CONTROL VALVE N/A N/A PSI 11/2" MASTER CONTROL VALVE 17 71 0.5 PSI N/A FLOW SENSOR N/A N/A PSI 11/2" FLOW SENSOR 17 81 1.0 PSI 11/4" ISOLATION VALVES BALL TYPE 3 1.0 PSI 2" ISOLATION VALVES BALL TYPE 17 91 1.0 PSI 11/4" 100 FEET OF MAINLINE: SCH 40 PVC 3 A 0.1 PSI 2" 100 FEET OF MAINLINE: SCH 40 PVC 17 1C 0.1 PSI Estimated Water Use N/A FEET OF MAINLINE N/A 11 N/A PSI N/A FEET OF MAINLINE N/A 11 N/A PSI I 11/4" - 90 DEGREE ELBOWS 3 121 0.0 PSI 11/4" 5- 90 DEGREE ELBOWS 17 1 0.4 PSI 1" REMOTE CONTROL VALVE 3 13V 3.1 PSI 1" REMOTE CONTROL VALVE 17 1 6.5 PSI Total Number of plants 195 10% LATERAL LINE LOSS 3 1 3.0 PSI 10% LATERAL LINE LOSS 17 1 3. PSI 20% FITTING LOSS IN ADDITION TO ELBOWS SHOWN 3 14 0.0 PSI 20% FITTING LOSS IN ADDITION TO ELBOWS SHOWN 17 14 0.0 PSI Num ber of plants b p y water use /o of Total Landscape Square Footage N/A ELEVATION CHANGE P.O.C. TO HIGHEST HEAD N/A 161 N/A PSI N/A ELEVATION CHANGE P.O.C. TO HIGHEST HEAD N/A 1 1 El N/A PSI 1 Low 60 0.308 1765.538 TOTAL SYSTEM PRESSURE LOSS SUM OF#1 THRU #16 1 11.3 PSI TOTAL SYSTEM PRESSURE LOSS SUM OF #1 THRU #16 171 24.3 PSI 2 Low/Mod 25 0.128 735.641 PRESSURE REQUIRED AT HEAD 1 30.0 PSI PRESSURE REQUIRED AT HEAD 1 30.0 PSI 3 Mod 64 0.328 1 35.64 1 TOTAL PRESSURE REQUIRED SUM OF#17 AND #18 1 41.3 PSI TOTAL PRESSURE REQUIRED SUM OF#17 AND #18 1 30.3 PSI 4 Mod / Hi (3 0.328 0.3.2 STATIC WATER PRESSURE FROM ABOVE 2 46.0 PSI STATIC WATER PRESSURE FROM ABOVE 2 61.3 PSI ' RESIDUAL PRESSURE SUBTRACT#19 FROM #20 21 4.7 PSI RESIDUAL PRESSURE SUBTRACT#19 FROM#20 21 5 High C 0.000 0.000 6.7 PSI 6 Low SET PRV OR MCV AT #20 PLUS 10 PSI 2 69.0 PSI SET PRV OR MCV AT #20 PLUS 10 PSI 2 Trees 12 0.062 353.108 N/A PSI 7 Low Tree Tree 11 0.062 617.938 PRESSURE BOOST, IF REQUIRED SET TO ACHIEVE 30 PSI RESIDUAL 2 N/A PSI PRESSURE BOOST, IF REQUIRED SET TO ACHIEVE 30 PSI RESIDUAL 2 N/A PSI 8 Mod Trees 13 0.067 382.533 O 9 Mod/Hi Tree 0 0.000 0.000 0 10 High Trees 0 0.000 0.000 Total 195 0 OW SHRUBS 0 cc 1-0 0 N O Plantfirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 0 Q Spray/Bub/Drip 4 0.9 1766 1 Low Shrub it Z Q T Season Zonal Eto Rant Area Conversion Factors Estimated 1 1 FINISHED GRADE IN TURF AREAS V r Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use O TARO FCC-H-FIPT AUTOMATIC FLUSH Spring 20.69 0.2 1765.538 0.62 748 0.9 6.73 �C J CO U.1 (� VALVE Summer 57.29 0.2 1765.538 0.62 748 0.9 18.63 W Z PLASTIC ROUND VALVE BOX,6"SIZE Fall-winter 1 15.97 1 02 1 1765.538 0.62 748 0.9 5 19 Z V 0) 30.55 O Q Lo IIx 0) HEAT BRAND"FV"ONTO LID. TOTAL v Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: =III III- �--FINISHED GRADE IN SHRUB AREAS Spary/Bub/Drip 4 0.9 735.641 2 LowlMod Shrub - 2"f IN. ___ _ III=III=1 - - Season Zonal Eta Rant Area Conversion Factors Estimated -III=III' -I I I=I I I S Value Factor .ft. 0.62 -I I= 'I I I-I I I- q 748 Irri. Eff.PVC SCH 80 CLOSE NIPPLE Water Use -III-I I I I=I I Spring 20.69 0.35 735.641 0.62 748 0.9 4.91 - - Summer 57.29 0.35 735.641 0.62 748 0.9 13.59 Fall-Winter 15.97 0.5 1883.241 0.62 748 0.9 13.85 -PVC LATERAL LINE PIPE TOTAL o ° 81.47 TREES N co 0 0 -�--BRICK SUPPORTS Z a Z 3/4" ROCK, 1 CUBIC FT. PlantlIrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Q Z Spray/Bub/Drip 4 0.9 617.938 7 Low ! Mod Tree O a PVC ELL SCH 80 SxT Season Zonal Eto Rant Area Conversion Factors Estimated LANDSCAPE FABRIC Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use LU W LL a Spring 20.69 0.35 617.9385 0.62 748 09 412 0 J Q SECTION VIEW-N.T.S. . . Summer 57.29 0.35 617.9385 0.62 748 0.9 11.41 Fall-Winter 15.97 0.351 617.9385 0.62 748 091 3.18 W V Co TOTAL 18 71 ' Z Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 5 Spray/Bub/Drip 4 0.9 382.533 8 Mod Tree Ill Season Zonal Eto Rant Area Conversion Factors Estimated TValue Factor sq.ft. 0.62 748 Irri. Eff. Water Use W AUTOMATIC FLUSH VALVE Spring 20.69 0.5 382 5333 0.62 748 0.9 3.64 J MSummer 57.29 0.5 3825333 0.62 748 0.9 10.0909 � J C Fall-Winter 15.97 0.5 382.5333 0.62 748 0.9 2.81 00 a 0 TOTAL _+� z:16.55 � CO U_ V LOW VOLTAGE WIRES, 3 MAXIMUM Total Tree And Shrub 176.68 Z 1` 0 W WIRES PASS THROUGH GROOVES IN Total Estimated Water Use 175.G8 o Q Q TUBE LID TO ALLOW LID TO CLOSE ° ° a° ° PAVING FINISH GRADE O � _ CLOSE TUBE LID AFTER WIRE ° a. 0_ °� H C� IS INSERTED INTO TUBE III-I O15A24B607 - -"I-�I SAND BACKFILL COMPACTED -III-III- CLEAN COMPACTED III-III- C B -III- TO THE DENSITY OF -III-I I-III-I C ED BACKFILL Sweeney+associates _ _ IRRIGATION DESIGN SHEET DESCRIPTION -I •III-III_ B III-III- . _ EXISTING SOIL NOTE: California POLY TUBE PRE-FILLED WITH III-III- A _ LATERAL LINES -I I I-I A LATERAL LINES,SEE SPECS. 38730 Sky Canyon Drive,Suite C WATERPROOF GEL IN SCH 40 SLEEVE _ _ NY CHANGES TO THE APPROVED PLAN MUST BE Murrieta,CA 92563 SUBMITTED IN WRITING TO THE CITY OF 951.461.6830 p-951.461.6850 f IRRIGATION LOCK TABS PREVENT WIRE REMOVAL 'III-III-I I CONTROL WIRES CONTROL WIRES,SEE SPECS. PALM _ -III-III- ww .swee eyas s c.com CALCULATIONS _ _ _ _ DESERT 1=0R APPROVAL PRIOR TO INSTALLATION www.sweeneyassoc.com ONCE CONNECTOR IS INSERTED -III-III- I-III-I IN SCH 40 SLEEVE -III-III-III III-III- Murrieta,California•Austin,Texas•Ft.Lauderdale,Florida UNDISTURBED SOIL & NOTES III-III-III III-III---- UNDISTURBED SOIL -III-III- I-III-_I~ CONNECTOR ELECTRICAL SPRING -III-III- III-III-III _ PRESSURE MAINLINE, SEE 00 CONNECTOR. WIRES SHALL BE PRESSURE MAINLINE PRE-STRIPPED OF 112"OF THE IN SCH 40 SLEEVE CV VCLC C SPECIFICATIONS INSULATION PRIOR TO INSERTION III-III-I I D- D D D III-III- -III-III- -III-I P T These plans have been reviewed by the Coachella Valley Water District in accordance DESIGNED INTO THE CONNECTION. TWIST -III-III- I-III-I PVC SLEEVES TO BE =III-III-III-III I I -III-III-III- III- R with Water Code Title 7, )]1V1Slori 1, Chapter 3, Article 10.8, Section 65597 et seq. S8"4 CONNECTOR ONTO WIRES TO TWICE THE DIAMETER =III-III=III=III=III=III=III-III=1 requiring efficient landscape and irrigation design in cooperation with the local DRAWN SEAT FIRMLY. EI I I-III-III-III-III-III-III-III-III- S&A OF THE PIPE OR WIRE ° r R i o governing agency (City or County). Approval of this drawing by CVWD staff does not CHECKED INSERTSCOTC L IN CONNECTOR AND WIRES BUNDLE CARRIED. constitute approval to encroach into district and USBR Rights-of-Way. Trees plants,INSERTED INTO TUBE UNTIL THE ' p S� CONNECTOR PASSES LOCK TABS DIMENSION A B C D DIMENSION A B C DETAIL ALSO FOR PIPE walls, and permanent structure of any kind may not be planted or installed in CVWD DATE NOTE: permit 8.21.06out first obtaining an encroachment t -o g or ri ght-of-way ihtf=way without 1/2" TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. 1/2"TO 2-1/2"IN SIZE 18" 12" 4" and USBR easementsp from CVWD. JOB NO. ->< 261441 E CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. 3"TO 6"IN SIZE 24" 4" KIT HALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DATE WATER MANAGEMENT SUPERVISOR CAD FILE 441 L8 IL DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. SHEET NUMBER CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR S WIRE CONNECTION R SLEEVE INSTALLATION Q PIPE INSTALLA TION L� 8 OF 16 SHEETS MODIFIED FINAL PLAN 1.24.07 SHRUB OR TREE FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS SEE PLANTING PLANS HUNTER PCB 1/2"THREADED —�- PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BUBBLER,SEE LEGEND FOR COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. SPECIFICATION HUNTER PCB 1/2" THREADED BUBBLER, SEE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE f LEGEND FOR SPECIFICATION EDGE. HEAT BRAND"FS"ONTO LID. EDGE. HEAT BRAND"MV"ONTO LID. PRE-ASSEMBLED TRIPLE 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY Jt PARTNERS, INC FLOW SENSOR,SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. LANDSCAPE ARCHITECTS SWING JOINT, PVC TYPE, FINISHED GRADE 34197 COAST HIGHWAY, SUITE 200 — �� � WITH 0-RINGED JOINTS, _ — — — _ DANA POINT CALIFORNIA 92629 --II II II-- �— FINISHED GRADE IN SHRUB AREAS POTTERY PLANTER MIPT INLET AND MIPT I —I�I UNDISTURBED SOIL ( 9) 3-1446 FAX (949) 443.1631 FINISHED GRADE IN SHRUB AREAS !i1 �T — — SEE PLANTING PLANS OUTLET LAY LENGTH TO —I 4"MIN. — XERI-BUG DRIP EMITTER WITH THREADED ( — — — — — — 4"MIN. �_ INLET(SEE LEGEND FOR SPECIFICATION) BE 6 MINIMUM SIZE AS I �M�� 24"WIRE LOOP I��III�- — 24"WIRE LOOP *2"MIN. PER SPRINKLER OUTLET �lll— — � IIIQT TRIPLE SWING JOINT ASSEMBLY �p,ND SCq p I T-1TFULMOT VALVE ID TAGS —FINISHED GRADE PVC MAINLINE PIPE G / PER SPECIFICATION B PVC SCH 40 FEMALE �•1D PIPE DlA ► FLO - '�'PIPE D1A ► ADAPTER,2 REQUIREDIII—III—III- • �—UNDISTURBED SOIL CONCRETE SLAB 2"MIN. P MI PVC MAINLINE TO FLOW SCH 40 PVC SxSxT TEE FITTING o �. o ° SENSOR, PIPE PER SPECS. III—III—III- (I I—I I I—III- LATERAL x SPRINKLER INLET SIZE Signature o )o ° —I 11—III—I —I 11—I 11—I o . SIB Q o FLEXIBLE RISER(RAIN BIRD PFR/FRA) SCH 40 PVC SxSxT TEE FITTING 7-3al D ate 9 �8 v o BRICK SUPPORTS LATERAL x SPRINKLER INLET SIZE LATERAL LINE, SEE SPECIFICATIONS Renewal D -�— BRICK SUPPORTS TWELVE(12")LENGTH LATERAL LINE � LANDSCAPE FABRIC BRASS NIPPLE TYP PVC FITTING(SxSxT TEE) IN SLEEVE FOR TYPE AND DEPTH REQUIRED J'� Date . �P 3/4" ROCK,2 CUBIC FT. SIZE: LATERAL x LATERAL x 1/2" SECTION VIEW-N.T.S. q�F OF CALIF LANDSCAPE FABRIC PVC MAINLINE PIPE TO MASTER VALVE 3/4"ROCK,2 CUBIC FT. — PVC LATERAL LINE These drawings an the (NOT LESS THAN 10 PIPE DIAMETERS) PVC MAINLINE PIPE FROM 12"BELOW FINISHED GRADE PER SPECS.AND PLAN. BACKFLOW PER SPECS. NOTE: NOTE: accompanying specifications NOTE: CONTACTOR SHALL HAVE POT MANUFACTURER PROVIDE ADDITIONAL HOLE IN INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. are the exclusive property of INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS,WIRE TO NOTE: BASE OF POT TO ALLOW FOR IRRIGATION STUB-UP. Summers/Murphy & Partners, DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF SECTION VIEW- N.T.S. Inc. and their use and publi- USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER SECTION VIEW-N.T.S. cation shall be restricted to the OF THE FLOW SENSOR. THE MASTER VALVE ASSEMBLY. LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES,WALLS OR BUILDINGS. original site for which they were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ E FLOW SENSOR D MASTER CONTROL VALVE C DRIP CONNECTION B TREE BUBBLER IN POT A BUBBLER ON RISER Murphy & Partners, Inc. STAINLESS STEEL FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FLIP TOP LID,SHOWN DUAL HYDRAULIC PISTONS FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN IN OPEN POSITION SUPPORT LID OPEN PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH BOLT DOWN CONTROLLER ENCLOSURE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. DIMENSIONS WHEN CLOSED: COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT NUT AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE 38"H x 16"W x 15.5"D BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT,AND WASHER. HEAT BRAND"QCV"ONTO LID. EDGE. HEAT BRAND "BV" ONTO LID. CONTROLLER Q EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE OZ STAINLESS STEEL TERMINAL STRIP FOR EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. BALL VALVE, SEE LEGEND FOR SPECIFICATION REMOTE CONTROL VALVE � QUICK COUPLER KEY WITH MALE HOSE BIB � 16"WIDE TOP-ENTRY WIRE CONNECTION 3" f CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX CONTROLLER ENCLOSURE FINISHED GRADE 3" � NEMA 3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, IN SHRUB AREAS =III—III- _ _ _ 73 —FINISHED GRADE _ — —-�— FINISHED GRADE IN SHRUB AREAS III-1 11= _ _ _ — 3" I I—I I- oc PREDRILLED, REMOVABLE PRESSURE REGULATING III=III=I IN SHRUB AREAS _-� FINISHED GRADE IN SHRUB AREAS I I I—I I I—I _ _ _ _ =III=III 4"MIN. 1=III—III _ =III=III 4" MIN. —III—IIILU BACKBOARD. REMOVABLE FRONT —I WYE FILTER I—III—III III=III= ) I 4"MIN. III=1 I I= PANEL NOT SHOWN III=III= I — i -I I I=I I I R.C.V. III-III- =1 I I—I I y 24 WIRE LOOP —III=I I( Q I I I=1 I I- =1 I I=1 I I I I=1 I= I i I=III= I I ICI i I- -I 1=1 I III-I POWER SWITCH — — — — VALVE ID TAG —)I rl I o QUICK COUPLER VALVE PRESSURE SUPPLY LINE —III—I I rmrmr I I—III— LATERAL 11=I 11= SEE LEGEND FOR SPEC. F �W AND RECEPTACLE PVC S x T ELL SCH SO PVC GALV. PUNCH LOC(2 REQ.) 2" MI DEPTH AS PER SPECS. a a a Q CONTROL VALVE BRASS NIPPLE LENGTH AS REQ. o ,p o PVC MALE ADAPTER FLOW FEMALE ADAP. 2"MIN. ° ( ) •.0� ° ° a SCH. 80 PVC SCH 40 PVC RISER o $° BRICK SUPPORTS ° ��9 ° �— FINISHED- PREFORMED ALUMINIUM PAD TO DRIP MAINLINE 9 BRICK SUPPORTS BRICK SUPPORTS 9 o BRASS TRIPLE SWING JOINT SIZE PER QC GRADE — _ STRONGBOX QUICKPAD SYSTEM = ENCLOSURE MOUNTING PAD 4 REQUIRED USE TWO STREET ELLS,ONE NIPPLE(6"MIN. FILL BASE OF _ �Q � I— SCH. 80 NIPPLE TYP. LENGTH),AND ONE THREADED ELL FOR ASSEMBLY BRASS NIPPLE QUICKPAD WITH I WITH PREFORMED ALUMINIUM ,p o PEA GRAVEL TO I—I �° ° ' I PAD, PLASTIC BASE AND ALLoC�+° TOP OF BASE UNIT - I I °r 3 STAINLESS STEEL HARDWARE °° � Q' °•Q SCH 80 PVC SLIP TEE �- MAINLINE, SEE SPECS. LANDSCAPE FABRIC • O MAINLINE FITTING #4 x 36" REBAR STAKE • o•�o• 9•a 3/4' ROCK, 2 CUBIC FT. COMPACTED SITE SOIL 3/4"CRUSHED GRAVEL LANDSCAPE FABRIC NOTE: SECTION VIEW-N.T.S. TWO CUBIC FEET 3/4 ROCK, 1 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 3" PVC CONDUIT/SWEEP FOR BRICK SUPPORTS LANDSCAPE FABRIC LANDSCAPE FABRIC INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES 3/4"ROCK,2 CUBIC FT. NOTE: SWEEP FOR ELECTRIC 5/8" DIA. x& COPPER SECTION VIEW-N.T.S. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE SERVICE GROUND ROD W/#10 GROUND SECTION VIEW- INSTALLATION AT MAIN LINE DEPTH. SECTION VIEW- N.T.S. WIRE AND CLAMP N.T.S. O J TOP ENTRY ENCLOSURE I DRIP REMOTE CONTROL VALVE (H.O.A.) H REMOTE CONTROL VALVE G QUICK COUPLER VALVE F) BALL VALVE o w O > � O ac co 0 TI RECTANGULAR VALVE BOX WITH BOLT DOWN NOTE: W O PLASTIC C (� COVER, USE STAINLESS BOLT, NUT,AND WASHER. PRESSURE SUPPLY LINE TO HOUSE ANY C HANGE5 TO THE APPROVED PLAN MUST SE Z Q r PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE PRESSURE SUPPLY LINE TO SUBMITTED IN WRITING TO THE GIN OF PALM O = 0 � COVER, USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND"PRV'ONTO LID. IRRIGATION SYSTEM DESERT FOR APPROVAL PRIOR TO INSTALLATION BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE PRESSURE REGULATOR, SEE LEGEND FOR SPECIFICATION TEE FITTING INSTALLED BY PLUMBER .1 (/� W M EDGE. HEAT BRAND"BV"ONTO LID. LU PVC BALL VALVE, SEE LEGEND FOR SPECIFICATION 3 Z () Z 0) -� FINISHED GRADE Q IN. — — IN SHRUB AREAS O —1I I—III- _ _— -♦— FINISHED GRADE IN SHRUB AREAS I I I—III—_ —I ® I—III=I I I CERTIFICATE OF PROJECT COMPLETION PVC SCH 80 T.O.E. III=III=I 4" MIN. �=III=III =III=III' I I = NIPPLE,3"MIN., 2 REQ. III=III III=III= III=III— III=III Project Name:_________________ Parcel Map or Tract No.:_______-_--______ III=III= =III=III —III— y —III— =1 I I=1 I FLOW PVC I I=1 11= COUP ING,2 REQ.H 40 SLIP Project Location:__________________________________________________ PRESSURE SUPPLY LINE BALL VALVE DEPTH AS PER SPECS. 2" MIN. Maximum Water Allowance:___________________________________________ 2" MIN. c , 0 PVC MAINLINE TO VALVES VALVE BOX (In hundred cubic f eet) 4°�ovo"0 °° o° 05?�05�;�8(� °� �v� a o 0 o BRICK SUPPORTS(FOUR TOTAL) Estimated Total Annual Water Use: � � BRICK SUPPORTS ° o ° O. o°Q°oQ�O �O a0 . O Q.Jo 3/4" ROCK, 3 CUBIC FT. IRRIGATION MAINLINE, PVC MALE ADAPTER SEE SPECS. ________________________________________________ (in hundred cubic feet) Z Q Z LANDSCAPE FABRIC Q PVC MALE ADAPTER TYP. Z :5 LANDSCAPE FABRIC Preliminary Project Documentation Submitted: (Initials indicates submittal) 0 CL PRESSURE SUPPLY LINE 3/4"ROCK,2 CUBIC FT. PVC MAINLINE FROM P.O.C. FROM METER -----1, Grading design plan W U. VJ SECTION VIEW-N.T.S. SECTION VIEW- N.T.S. PRESSURE REGULATOR(IF REQUIRED) 0. J NOTE: _____2, Landscape design plan �/� NOTE: PLAN VIEW- N.T.S. CO Q C� INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. -----3, Irrigation design plan W C.) Co INSTALLATION AT MAIN LINE DEPTH. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF " 0 THE PRESSURE REGULATOR ASSEMBLY. -----4. Irrigation schedules I Z REFER TO DETAILS "D"AND "E" FOR SECTION VIEW L REFER TO DETAIL "C" FOR PLAN VIEW REFER TO DETAIL "C" FOR PLAN VIEW Post installation Inspection: (initials indicate completion) W A. Plants installed as specified J UJ X Qin UJ B. Irrigation systems installed as designed P.- M BALL VALVE L PRIVATE PRESSURE REGULATOR K PRIVATE P. O.C. CONNECTION Comments:_ CO J CL CL ---------------------------------------------------- ------------------------------------------------------------ = Cl) o ID TAG: RAIN BIRD VID SERIES LL V A copy of this certification has been provided to Owner/Developer and District Z O L J MOUNT ENCLOSURE AS PER WATERPROOF CONNECTION: < 0 MANUFACTURER'S RECOMMENDATION RAIN BIRD SPLICE-1 (1 OF 2) Comments:_____________________________________________________ O 0. < O 0 o CONTROLLER, SEE LEGEND b 30-INCH LINEAR LENGTH ELECTRIC ANTI-SIPHON WATERPROOF WIRE ------------------------------------------------------------ adCO) U FOR SPECIFICATION. CONTROL VALVE CONNECTORS OF WIRE, COILED It is my opinion that the work outlined above has been completed in substantial o WALL MOUNTED ENCLOSURE accordance with Coachella Valley Water District and The City of Palm Desert's AS PART OF INTELLI-SENSE OUTDOOR ASSY. CONTROL ZONE KIT: Landscape and Irrigation Guidlines. SHEET DESCRIPTION 120 VOLT POWER SUPPLY RAIN BIRD XACZ-100 _ 24"WIRE LOOP IN J-BOX, BY OTHERS — (INCLUDES MIN. 6"ABOVE Landscape Architect Signature Date License No, IRRIGATION e 100-ASVF ANTI-SIPHON VALVE, HIGHEST HEAD FINISH GRADE DETAILS IN-LINE FILTER AND RIGID ELECTRICAL CONDUIT (1") PRESSURE REGULATOR I=III=III III I—III=I 1. TO RAIN SENSOR (IF SPECIFIED) -I I I=I I I—I I I I I—I I I I I=I I I DESIGNED S&A 48" ON ROOF, IN RIGID 1/2" CONDUIT INSTALL 6-INCH MIN.ABOVE PVC SCH. 80 NIPPLE HIGHEST POINT OF DISCHARGE LENGTH AS REQ. (2 TYP.) DRAWN S&A T LOW VOLTAGE WIRE IN RIGID PVC CONDUIT (3") PVC ELECTRICAL SWEEP � � These plans have been reviewed by the Coachella Valley Water District in accordance CHECKED TO EXTERIOR BUILDING � R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. S� UV RADIATION RESISTANT requiring efficient landscape and irrigation design in cooperation with the local WALL THROUGH J-BOX PVC SCH 40 PIPE PVC LATERAL PVC PRESSURE MAIN DATE ' a BUILDING FLOOR BY OTHERS LINE PIPING ° s r R i o governing agency (City or County). "Approval of this drawing by CVWD staff does not 8.21.06 (1 OF 2) constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, PVC SCH. 40 FITTINGS TYP. JOB NO. SECTION VIEW- N.T.S. —III I =I I—I I FINISH GRADE/TOP OF MULCH walls, and permanent structure of any kind may not be planted or installed in CVWD 261441 NOTE: �— and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE INSTALL ENCLOSURE AS INDICATED BY CITY STAFF & MANUFACTURER'S 12-IN DEPTH I III�•III PVC SCH 40 ELL SECTION VIEW- N.T.S. g y g p 441 L9 ID RECOMMENDATION. 01SA24aa07 from CVWD. - (1 OF 2) sweeney+associates ROUTE WIRES AND SLEEVE THROUGH WALLAS PER LANDSCAPE ARCHITECT'S TO PVC LATERAL PIPE SHEET NUMBER IRRIGATION DESIGN ANDGONSULTING RECOMMENDATION. CONTROLLER (1 OF 2) California DATE WATER MANAGEMENT SUPERVISOR 38730 Sky Canyon Drive,Suite C Murrieta,CA 92563 951.461.6830 p•951.461.6850 f L� 9 ww .swee eyes c.com CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR www.sweeneyassoc.com P) WALL MOUNT CONTROLLER O DRIP REMOTE CONTROL VALVE (PRIVATE) N ANTI SIPHON VALVE Murrieta,California Austin,Texas Ft.Lauderdale,Florida OF 15 SHEETS MODIFIED FINAL PLAN 1.24.07 SECTION 02810 1.07 Storage and Handling C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires 3.07 Valves shall be a different color for each controller. These colors shall be noted on the"Record Drawings" plans located on controller LANDSCAPE IRRIGATION A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation door). A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the OM PART 1 - GENERAL work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the drawings. 1.01 Summary acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. 2.10 Irrigation Heads A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate B. Valve shall be installed in shrub areas whenever possible. operation satisfactory to the Owner. 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 indicated on the drawings. C. Install all valves as indicated in the detail drawings. load. SUMMERS/MURPHY & PARTNERS. INC B. The work shall include all materials, labor, services, transportation, and equipment necessa to perform the work as indicated LANDSCAPE ARCHITECTS Pnecessary P B. Emitters shall be used as indicated on the drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 34197 COAST HIGHWAY, SUITE 200 on the drawings, in these specifications, and as necessary to complete the contract. 1.08 Cleanup and Disposal DANA POINT, CALIFORNIA 92629 PART 3- EXECUTION 3.08 Valve Boxes (949) 443-1446 FAX (949) 443-1631 1.02 Construction Drawings A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor 3.01 Site Conditions A. Valve boxes shall be installed in shrub areas whenever possible. A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so AND SCq Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, by the City's authorized representative. A. Inspections: B. Each valve box shall be installed on a foundation of 3!4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be F.� L Mur p furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the instatitied with their tops 1f2 inch above the surface of surrounding finish grade in Sawn areas and 2 inches above finish grade in �� GM phy .po work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and 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 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is ground cover areas. g ��i * ,. architectural features. in a legal disposal area. complete to the point where this installation may properly commence. o (' t1 a �3.09 Irrigation Heads n B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the 1.09 Completion 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original Signature specifications. 7-31-08 When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as design, the referenced standards, and the manufacturer's recommendations. A. Emitters shall be installed as indicated on the drawings. Date Renewal Da shown on both. The Landscape Architect shall have final authority for clarification. A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing * * agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be B. Discrepancies: B. Spacing of Emitters shall not exceed maximum indicated on the drawings. J'� Date �P C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up -I obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post-maintenance period 1. In the event of discrepancy, immediate) notify the Landscape Architect or Owner's authorized representative. C. Riser nipples shall be of the same size as the riser opening in the sprinkler �F CAL1F g P g g g" g" P P P PY Y P p pp p g prsnkler body. obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, Owner's These drawings r and/or the notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. authorized representative, and governing agencies. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. 3.10 Miscellaneous Equipment accompanying specifications 1.03 QualityAssurance are the exclusive property of B. The Owner's authorized representative shall have final authority on all portions of the work. C. Grades: A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard Summers/Murphy & Partners, practices. Inc. and their use and publi- A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified cation shall be restricted to the who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. material depths with respect to finish grade. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as original site for which they installation and who shall direct all work performed under this section. recommended by the manufacturer. were prepared. Re-use, repro- D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be duction or publication b P Y any B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all allowed to begin. 3.11 Flushing the System method, in whole or part, is contract furnish directions covering points not shown in the drawings and specifications. damage to planting, paving or other improvements of any kind as a result of the work. prohibited except by written C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated 1.10 Guarantee D. Field Measurements: 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 permission from Summers/ risers. Murphy & Partners, Inc. into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects Contractor shall coordinate the installation of all irrigation materials with all other work. B. Irrigation heads shall be installed after flushing Y completed. the system has been specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. filing of the Notice of Completion.o 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with 3.12 Adjusting the System work under this section. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. at no additional cost to Owner. at no additional expense to owner within ten (1 0) calendar days of receipt of written notice from Owner. When the nature of the 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to repairs as determined by the Owner constitute an emergency (i.e. broken pressure line)the Owner may proceed to make repairs at utilities, which are caused by his operations or neglect. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to an planting. public authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional E. Diagrammatic Intent: 9 J P YP 9 licensed contractor is recommended. cost to the Owner. C. The entire system shall be operating properly before any planting operations commence. Z The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where 1.04 Submittals C. Guarantee shall be submitted on Contractors own letterhead as follows: possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure 0 A. Materials List: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM obstructions or conflicts with other work at no additional expense to Owner. recommended by the manufacturer. in 211 F. Layout: 3.13 Testing and Observation Ind1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and r u the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, 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 F_ contract. unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of backflow, preventer, and automatic controller. accepted by the Landscape Architect, Owner, and governing agencies. Q filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects 2. The submittals shall include the following information: at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted minimum of 48 hours in advance, where and when the work is ready for testing. a a a a a a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs areas. number. and charges therefore upon demand. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to 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. PROJECT NAME: G. Water Supply: determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. Hunter Industries); the item model number(i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to PROJECT LOCATION: caused by actual site conditions shall be made at no additional expense to Owner. deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape not submit parts lists, exploded diagrams, price lists or other extra information. CONTRACTOR NAME: H. Electrical Service: Architect and accomplished before starting any planting. ADDRESS: d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. specified options and specified sizes shall be circled on the catalog cuts. TELEPHONE: conditions shall be made at no additional expense to Owner. 3.14 Maintenance e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, SIGNED: 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. be provided by others. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition DATE: providing complete irrigation coverage to all intended plantings.T f. Submittal format requirements: 3.02 Trenching i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. PART 2 - MATERIALS A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching 3.15 Completion Cleaning 2.01 Summary excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all O ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. under paved area, these dimensions shall be considered below subgrade. walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. 0 Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. END OF SECTION Q index. be removed from the site at no expense to the Owner. W C. Provide minimum cover of 18 inches for control wires. CITY OF PALM DESERT MAINTENANCE O � M 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No 2.02 Pipe O I� T changes without City approval. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. 1. The Contractor p pp y C ctor shall maintain during installation a sufficient nu Y g tuber of men and adequate equipment to erform the work q �P A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow 0 N o 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only E. Provide minimum cover of 9 inches for non-pressure lines. the maintenance schedule &guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current 0) C supplement the guarantee. B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC edition. N conforming to ASTM D1785. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. � Z V 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format O F: w rM rM described above. 2.03 Metal Pipe and Fittings 3.03 Backfilling t e- . W M B. Substitutions: A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. CERTIFICATE OF PROJECT CGMPLETION Z :3 Z �'► 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation � � V > � drawin sands ecifications, he ma do sob rovidin the followin information to the Landsca e Architect or Owner's authorized B. Fittings shall be medium brass, screwed 125-pound class. B. Backfill shall be tamped in 4-inch layers under the pipe and uniform) on both sides for the full width of the trench and the Project Name:___ Parcel Map or Tract No,: � (11 � ------------- 9 P Y YP 9 9 P 9 P P Y PP Y � - --------- O � � � v representative for approval. No changes without City approval. full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall Project Location: C. Copper pipe and fittings shall be Type"K" sweat soldered. be compacted to d density equal J al to adjacent undisturbed soil and shall conform to adjacent grades. --------------------- PP P P g YP P dry tY q J J 9 2. Provide a written statement indicating the reason for making the substitution. Maximum Water Allowance;___________________________________________trenches 2.04 Plastic Pipe and Fittings C. Flooding in lieu of tamping is not allowed. (In hundred cubic feet) 1 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National D. Under no circumstances shall truck wheels be used to compact backfill. Estimated Total Annual Water Use: 4. Provide in writing the difference in installed price if the item is accepted. Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 1.05 Existing Conditions B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of ASTM D1785. 3.04 Piping Preliminary Project Documentation Submitted: (initials indicates submittal) N 0)water, electrical supply, and telephone line connection to the irrigation system. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted Q Z sheet) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the"deep socket" P P -----1. Gradin desi n plan under asphalt pavement. 9 9 P Z B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to Q Z q J project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized ASTM D2464 and ASTM D2466. B. Cutting or breaking of existing pavement is not permitted. __-__2. Landscape design plan cc It lL representative prior to beginning construction. C. Careful) inspect all pipe and fittings before installation, removing ----_3. Irrigation design plan O W D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. Y P P P 9 g dirt, scale, burrs, and reaming. Install pipe with all W �_ � C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are markings up for visual inspection and verification. 4. Irrigation schedules J Q commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the ---_-exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in D. Remove all dented and damaged pipe sections. CO Q V U Post installation Inspection: (initials indicate completion) W Co will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are conformance with ASTM D2564 and ASTM D2855. w Q encountered. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. A. Plants installed as specified M Z F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound ---- it- D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. shall be non-lead base Teflon paste, tape, or equal. F. Parallel lines shall not be installed directly over each other. W Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. -----B. Irrigation systems installed as designed � W :5 2.05 Valves G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the Comments: X E. q g p manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 ----------------------------------------------------- Q W e Irrigation Contractor shall coordinate with the General Contractor for installation of required sleevin as shown on the plans. A. Ball Valves minutes setup time before moving or handling and 24 hours curing time before filling. e a< F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of ____________________________________________________________ e work. 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe 0) J manufacturer. A copy of this certification has been provided to Owner/Developer and District T M Q Z* G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. Comments:_____________ � CO < V I. Centerload all plastic pipe prior to pressure testing. ---------------------------------------- due to his operations. - � 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. . . Z * O W J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. ------------------------------------------------------------ H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour p p V notice, prior to turning off or modifying any existing irrigation system. C. Automatic Control Valves: It is my opinion that the work outlined above has been completed in substantial ^ Q Q IU K. For plastic-to-metal connections, work the metal connections first. Use anon-hardening pipe dope an all threaded accordance with Coachella Valle Water District and 'I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female Y The City of Palm Deserts 0 0 damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete adapters. Landscape and Irrigation Guidlines, 0-W. c I CO r V coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. 2. Automatic control valves shall be electrically operated. 3.05Controller ------------------------------------------------------------------------------ 1.06 Inspections 2.06 Valve Boxes Landscape Architect Signature Date License No. A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative SHEET DESCRIPTION A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of before installation. The electrical service shall be coordinated with this location. part of the work and shall provide safe access for such visits. soils. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. IRRIGATION B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape B. The valve box cover shall be green in color(tan color in decomposed granite) and secured with a hidden latch mechanism or NOTE: SPECIFICATIONS Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the bolts. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. ANY CHANGES TO THE APPROVED PLAN MUST BE Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for SUBMITTED IN WRITING TO THE CITY OF PALM testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. 3.06 Control Wiring DESERT FOR APPROVAL PRIOR TO INSTALLATION C. Inspections will be required for the following at a minimum: D. Valve box extensions shall be by the same manufacturer as the valve box. A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply DESIGNED SBc�1 lines whenever possible. 1. System layout E. The plastic irrigation valve box cover shall be an overlapping type. These plans have been reviewed by the Coachella Valley Water District in accordance DRAWN 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. p, T E 58cA 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120% of static water pressure, which ever is greater). Mainline 2.07 Automatic Controller Bundle shall be secured to the mainline with tape at intervals of 20 feet. R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CHECKED pressure loss during test shall not exceed 2 PSI. requiring efficient landscape and irrigation design in cooperation with the local SA A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each / s "r R t c governing agency (City or County). "Approval of this drawing by CVWD staff does not DATE 3. Coverage test of irrigation system. Test shall be performed prior to any planting. connection. constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants 8.21.06 B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings.4. Final inspection prior to start of maintenance period D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches walls, and permanent structure of any kind may not be planted or installed in CVWD JOB NO. 2.08 Electrical shall be provided at each remote control valve. and USBR easements or right-of-way without first obtaining an encroachment permit 261441 5. Final acceptance A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall from CVWD. CAD FILE 441 L10 IS D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. splices be used without prior approval. 10SA09BB06 SHEET NUMBER Record drawings must complete and up to date for each site visit. B. All electrical work shall conform to local codes and ordinances. Sweeney+associ DATE WATER MANAGEMENT SUPERVISOR ates E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's 2.09 Low Voltage Control Wring IRRIGATION DESIGN AND CONSU LTING . California authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no 38730 Sky Canyon Drive,suite c additional expense to Owner. A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 Murrieta,CA 92563 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR L� 9a gauge. 951.461.6830 p•951.461.6850 f email@sweeneyassoc.com B. Connections shall be of the manufacturer, size, and type as indicated on the drawings www.sweeneyassoc.com Murrieta,California-Austin,Texas•Ft.Lauderdale,Florida I OF 16 SHE MODIFIED FINAL PLAN 1.24.07 I NOTE : ALL PLANT MATERIAL SHALL BE t APPRO Y �D BY LANDSCAPE ARCHITECT SUMMERS/MURPHY do PARTNERS, INC LANDSCAPE ARCHITECTS o PRIOR TO DELI\/ERY. CONTRACTOR 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 SHALL PRO\/I DE LANDSCAPE ARCHITECT (949) 443-1446 FAX (949) 443.1631 TH PHOTOGRAPHS AND SPECIFICATIONS OE MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FORN,NIDSCAP Murphy Fq,Q ALL TREES ABO\/E 56' BO x CONTRACTOR SHALL PRO\/I DE PHOTO OF �° , n I j Signature 1 I 1 ( ACH SPED I MEN. FOR ALL TREES / I�h e, E 7 31 08 1 -- n Renewal Date PGGG�4 PG I 1 �o < SHRUBS 2 BOX AND UNDER, -- CONTRACTOR MAY SUBMIT A Date P I I _� � I � �� �� p �Fo�r� I I III I PS 1 P ESENTATI\/E PHOTOGRAPH. FCAL _ RE R rw.. . �_O 2 I I \ LANDSCAPE I' o LANDSCAPE ARCHITECT RESERVES THE These drawings and/or the —� -� MOUNDING. DASHED 15 OE 48 ( accompanyings specifications I � OE 48 i _CH 36 _ P ( > I ( ) - - RIGHT TO REJECT MATERIAL DELI\/ERY LINE REPRESENTS ONE are the exclusive property of o o I I o FOOT CONTOURS. TO THE SITE NOT PR \/I OUSLY Summers/Murphy & Partners, I I I i i I ' I ( � I I III I ; Inc. and their use and publl o u s APPRO\/ED OR NOT REPRESENTATI\/E OE : �6) .I cation shall be restricted to the G o THE APPROVED PHOTOGRAPHS. y I ,�, 1 , � I I I � original site for which the I ( AS(36) were prepared. Re-use, repro- o I ALL PHOTOGRAPHS SHALL CONTAIN A duction or publication by any F� ' ` Ltl , o __ I I ?'i TREES WITH DASHED BOX ARE TEMPORARY PERSON OR MEASURE I NG POLE, AND method, in whole or part, is ,.. , 4 D6) - ,� ( O (15) o Fg I AND WILL BE REMOVED AT MODEL prohibited except by written ° ��� 15 i �� I FRAME THE ENTIRE TREE SHRUB. permission from Summers/ II (15) BUILD-OUT. CONTRACTOR TO INSTALL Murphy & Partners, Inc. _.. 0 I SPEC IF I CATIONS SHALL ADDRESS (15) 5) TEMPORARY TREES I N THEIR BOX SO THEY ,f OE 48� I OE 48 CAN BE TRANSPLANTED INTO FUTURE I ( ) 4 ) CALIPER, HE 1 GTH WIDTH OF TREE / I o I o PHASES. I IL I SHRUB ONLY PLANTS WITH STRONG TRUNKS I _ FS II ° I GOOD BRANCH CONFIGURATION AND i I� f _ L L I I I 36 INTACT LOWER BRANCHES WILL BE J _ I 1 _. ;ICI I ;i ( 15 � ACCEPTED. I I � - z ,_ ; 'I I co ALL PLANT MATERIAL SHALL MEET THE _ I: I U�. ( ��'15�,1d�a,f i n,�...Y� .. .., ., V_ r..1..... — , t I ' _ _a AE(48) I AE�48) � I -: ? 6, II AMERICAN NURSERY STANDARD ANSI � ,4 ` I : ul 500 AND ARI ZONA NURSERY I SA cc V, 1 QV(36) f I Y C III h STANDARDS. '-'-' � I Q ° 4@ � REGARDLESS OF PRE\/IOU5 LANDSCAPE I� 36 -I -c : I ) ARCHITECT OR OWNER APPRO\/ALS; THE Q Q Q CI ' '(�, _ 1I o G I TY OF PALM DESERT LANDSCAPE I I I i I -- (36 - - , I I I � I i 0 4a I pE 4a I NSPEGTOR AND MANAGER RESERVES L. I J, `I - THE RIGHT TO REJECT ANY AND ALL ' I o � � - � _ o I o I �� ) PLANT MATERIAL. I } P I o II , _ a I L t I, .I QV(36) FS - -- l - FS i I I I 1 1 ,L_ I I (15) ,. I I f 0 - � "* O I I C I PLAN ,\ PLAi 2 _ 4. =^ �;:, _, '-,I ____ _L N _ ._ 3AR �RCo 1 _. - 1 � I dill I i :5 36 i i f . l I Y - 1 0 d _ t CV 36) CV 36 I I �.__� � I o W _ O / 00 : O _ I m , r - , 1 OE(48) OE 48) I 1.1 CV(36) CV 36 I _ FS 1 _J 0 CM — I - I , 0 — C� ® 1 ® TEL (1 5)I _ I �.:w�_ Tom f _ __ _ _ _ _ -_ Z _ ° _ Lo Ix NOTE: I"' r G I TRUS TREES TO BE PLANTED IN POTS- ANY CHANGES TO THE APPROVED PLAN REFER TO SHEET L-I GALL-OUT 5-26 MUST BE SUBMITTED IN WRITING TO THE FOR POT SPECIFICATION. O I TY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION NOTE : Q N � CS CS CS C5 CS CS CS CONTRACTOR TO INCLUDE 50 Z aZ FLATS OF 4 POTS, BLOOMING � � �►— - ANNUAL COLOR FOR TOTAL O r .. x , I , I i I I� I I I I I t i I I . , I L . I I . I� _ i.. I� I � I I_ I � I ,.. I I� �. I W L PROJECT. ALL ANNUAL COLOR W �- tL TO BE PLANTED IN POTS. a J Q � V � ALL TREES TO BE LOW BRANCHING 51 NGLE TRUNK OR W MULTI-BRANCHED AS NOTED. ALL TREES TO HAVE LOWER Z TREE LEGEND BRANCHES IN-TACT. NO LIFTING OF CANOPY. TOTAL JOB VINE LEGEND TOTAL JOB q co J YMBOL DESCRIPTION SIZE $ SPACING 0UANTI T`r WATER NEED SYMBOL DESCRIPTION SIZE OUANT I TY WATER NEED These plans have been reviewed by the Coachella Valley Water District in accordance J W X BOUGAINVILLEA 'SAN DIEGO RED' A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. Q C] ui f J AS(36) BOUGAINVILLEA I GAL 51 LOW / MOD 0.5 requiring efficient landscape and irrigation design in cooperation with the local M ACACIA STENOPH`rLLA 56 BOX LOW BRANCH 5 LOW / MOD 0.5 0 governing agency (City or Count "Approval of this drawing b CVWD staff does not J ° SHOESTRING ACACIA GELSEM I UM SEMPERVI BENS � S T R I G g g g y ( Y Y)• pP g Y 0� Q � - 5 GAL. 12 MOD 0.5 constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, _ 0.< O CV(36) CAROL I ANA JESSAMINE O CALLI5TEMON VIMINALIS 56" BOX LOW BRANCH 6 MOD 0.5 walls, and permanent structure of any kind may not be planted or installed in CVWD k LL V BOTTLE BRUSH _ GEL5EMIUM 5EMPERVIREN5 15 GAL. 10 MOD 0.5 and USBR easements or right-of-way without first obtaining an encroachment permit Z H O W CAROL I ANA JESSAMINE from CVWD. CS CITRUS SPECIES 24" BOX LOA BRANCH 11 MOD / HIGH 0.5 R 1 VERS DISTIGTIS ' IS GAL. 12 MOD 0.5 � a Q — 0 Ps(36) (24) ORANGE FROM COACHELLA VALLEY GROWERS ONLY �l ROYAL TRUMPET VINE � Cl) DATE WATER MANAGEMENT SUPERVISOR ~ U 2 ° PARK I NSON I A FLORIDA 56" BOX LOW BRANCH I LOA 0.2 BLUE PALO VERDE �� LON I GERA JAPONICA 'HALL I ANA' 15 GAL. I I MOD 0.5 SHEET DESCRIPTION CH(36) HALLS HONEYSUCKLE 0 CHAMAEROPS HUM I L 15 56" BOX 2 MOD 0.5 MED. FAN PALM _ GREAIA OCCIIDENTALI5 5 GAL 5 MOD 0.5 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR TREE, VINE & LAVENDER 5TARFLOAER GROUNDCOVER FS FOUOUIERIA SPLENDEN5 15 CANES MINIMUM 14 LOW 0.2 PLANTING PLAN 0 U(36) (15) OCOTILLO DESIGNED o LAGERSTROEMI A I ND I GA 56" BOX LOW BRANCH 5 LOW / MOD 0.5 NOTE: SMP GRAPE MYRTLE ALL INSTALLATION AND MAI NTENANGE SHALL MEET OR I� EXGEEDSOIL A1�ENDI�ENT NOTE DRAWN MC OE(48) �� THE CITY OF PALM DESERTS LOV�I WATER ORDINANCE AND AT THE CONCLUSION OF ROUGH GRADING, o OLEA EUROPAEA 48 BOX. I2 MOD 0.5 AN AGRONOMIC SOILS ANALYSIS SHALL BE CHECKED OLIVE FOLLOW THE MAINTENANCE SCHEDULE � GUI DEL I NES II PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW MC ALL OLIVE TREES ARE TEMPORARY $ SHALL BE ESTABLISHED I N THE C 1 TY OF PALM DESERTS DESERT FLORA AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL DATE PLANTED IN THEIR BOX FOR FUTURE USE ON SITE." AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LAND50APE 8.21.06 MAINTENANCE GUIDE, CURRENT EDITION. 5PECIALI5T. JOB NO. PG(48) 261441 O PROSOP15 GLANDULOSA 45" BOX LOA BRANCH 4 LOW / MOD 0.2 CAD FILE TEXAS HONEY MESQUITE GROUND COVER LEGEND SHEET NUMBER ALL SHRUB BEDS TO RECEIVE A 2 '' TH I GK LAYER AFTER NOTE : SCALE : 1/0 " = I '—O�� QV(SEE PLAN) �� NO SYMBOL COMPACTED DECOMPOSED GRANITE. "NEIN GAL I FORK I A NO TREES SHALL BE PLANTED C�UERGUS V I RG I N I ANA 56 BOX LOA BRANCH 4 LOW MOD 0.2 o Val I TH I N G.V.V�I.D. EASEMENTS OR SOUTHERN LIVE OAK GOLD , 5/8 M I NUS A I TH 11 % FINES. AVAILABLE BY KRC ROCK. RIGHT-OF WA`I'S (F300)KRG-ROCK, www.�Crcrock.com � � � � NORTH L�10 O 8 16 24 OF 16 SHEETS MODIFIED FINAL PLAN 1.24.07 7 A ix 0 i SUMMERS/MURPHY k PARTNERS, INC LANDSCAPE ARCHITECTS • 34197 COAST HIGHWAY, SUITE 200 OP DANA POINT, CALIFORNIA 92629 � 1 O NOTE :T E • (949) 443-1446 FAX (949) 443-1631 J ALL PLANT MATERIAL SHALL BE l,AND S C,q p APPRO\/ED BY LAND5GAPE �F,� M, Murph1, 414 4 Z __ • -- - ti0 ti . GTGT PRIOR TO CONTRACTOR GO SHALL w a I - o I I I o O O o i - o\ l ® PROM DE LANDSCAPE Signature I 0 0 Z �� r � �, ;w , ' 7-31-08 0 O ., ::. n . ARCHITECT WITH PHOTOGRAPHS Renewal Date I �- o •K �,I -- Z �.. Z � Ar � (t) � ® � ..r . ' �,. I I � z _ �_ ._.I I�....,, X � I � � AND SPECIFICATIONS OF s - ,I Date P C' .._,._,. ,.,...r 1, Z MATERIAL RECOMMENDED TO ��F o r`� �:d.>.' F CALI • �, .� BE PURCHASED I ., I ., ;I , I _ I , SED BY THE These drawings and/or the CONTRACTOR. Fln anying specrfcatons accompOR TREES; I Z �'. I �I � , �� are the exclusive property of I z ABOVE 36 BOX, CONTRACTOR = Summers/Murphy rphy s, Summer u & Partner 'I I _ _ SHALL PRO\/I DE PHOTO OF Inc. and their use and publi- _ , a I , ,. h . .,, �I i ..� _:I �. l.. _.._ �I �.. ..I I �.� I ,T° ,, I cation shall be restricted to the Y EACH SPECIMEN. FOR A I LL original site for which the u, o o -, __ ii_ # ,, ��__ o i _I � T �., . , ,� 4.. .� , I � were prepared. Re use re ro ,�L, I Ir ,�- �,I P� r I , P P �_..� ..a I.� .w,..,. � r �, _r.I i .�. I� r_. ...,�_: I I TREES CD , , �� I 1 __ _ _ _ X. I \ � � X / SHRUBS 24 BOX AND � I w _. All ` I duction or publication b an i t UNDER CONTRACTOR MA method in whole or art s F �, P I I ., _.. 1 �. I 1 �� n prohibited except by written I _. _ w. a SUBM 1 T A REPRESENTAT I�E i_ 1__; I 1 _ ;, ! i .I� o I i,,_ I f. ._,�µ.� . permission from Summers/ u & Partners, Inc. NJ - I Murphy I � I II I I I hr I. I I ,< } _____ PHOTOGRAPH LANDSCAPE � , ARCHITECT TEGT RE Ire, I ,�_�„_¢,� . 7 I .� � -, � 4,�, HE RIGHT TO REJECT MATERIAL �I� 1� 6 !;! I � i I, ,� "I '� ,, DEL I\/ERY TO i a �. _i ��� THE SITE NOT � 1. r I r Ir- l`,, ! r I I o III _� _ . ,.� I � _ _ : _ ., _ ,� - - PRE�/IOUSLY APPRO�/ED OR I I f I SHRUBS TO BE PLANTED IN POTS- NOT REPRESENTATIVE OF THE I I ax - o . REFER TO SHEET - GA OUT 5- L_ L L TOGRAPHS APPROVED PHO I r FOR POT SPECIFICATION. o AL PH0706RAP dl:lhYl . R J, �II�I � CONTA I N A PER I I I I,,I 11 o 50N OR O I I r, MEASURE I NG POLE AND FRAME I ! I „ W THE ENTIRE TREE SHRUB. � r / I I I I -- : I I � III gg %t SPECIFICATIONS SHALL W ADDRESS CALIPER, HE f GTH � Q 0 a / SHRUB. y I ONLY PLANTS WITH STRO I , I .. TRUNKS, GOOD BRANCH <, I � , � _ !I yr. - -- ' r i GONF I GURAT I ON AND INTACT �. LOWER BRANCHES WILL BE i ru. I t ; ACCEPTED. I ! , I _ �, ALL PLANT MATERIAL SHALL RY _ MEET THE AMERI GAN NURSE vsiC4 ,,,. STANDARD AN5I 300 AND LA , �� I -I a 1 __ I�AR SERY I SA - ARIZONA NUR PLAN 2BR �. � .. A STANDARDS. , Z - L _ a. �K .F. 80 p I p l , I -. REGARDLE55 OF PRE�/IOUS • r'" z LANDSCAPE ARCHITECT OR O z} I OWNER APPR A 't' X r 5, T GT _ - LANDSCAPE W 1 �` I I f ...... . .-.. OF PALM DESERT i _ : O X INSPECTOR AND MANAGER f �, _ r i , i / \ I �� � � o _ o o N f RESERVES THE RIGHT TO � w ® Z w CO)� TEL Z v 0 I 0 �I � �i` r I , �I p , � � 0 �'v� � O ��' ���' ��� . ;�� I - REJECT ANY AND ALL PLANT � 00 „ MATERIAL. CC z T cc J C W M G I TRU5 TREE5 TO BE PLANTED IN POTS- Z V Z 0) REFER TO SHEET L-I GALL-OUT 5-26 > ILA cc 0 FOR POT SPEC I F I GATI ON. O v _ N ,� 0 L, L 0 4. W a '' _.,, ' n ,' 3�, I _�. :"$ IMP ��r s ', � L WON, fez „b.I Imo: � I. .� I� I I � ,�.. d s. � , _ ,. � .. ^:. .�,- L� :' 'z.a Ian x, s � � ,. � a � - ,.. h I� Z a z � � CL W O W V. GROUND CODER LEGEND a ALL SHRUB BEDS TO RECE I YE A 2 " THICK LATER AFTER c V NO SYMBOL COMPACTED DECOMFOSED GRANITE. NEVI CALIFORNIA W p SHRUB LEGEND• TOTAL PROJECT TOTAL PROJECT GOLD" , 5/5" MINUS WITH 11% FINES. A\/A I LABLE BY KRC ROCK. � OC Z SYMBOL DESCRIPTION SIZE QUANTITY WATER NEED SPACIN& SYMBOL DESCRIPTION SIZE QUANTITY WATER NEED SPACIN& (800)KRG-ROCK, www.lCrcrock.com W AGAVE: AMERI CANA 15 GAL _T LOW 0.2 6' J W X CENTURY PLANT HE:SPE:RALOE: PARI/IFLORA 15 &AL 25 LOW 0.2 5' 501 L A1�IENDI 1ENT NOTE 1�• J A&AYE &EM I N I FLORA 5 &AL Cl LOW / MOD 0.5 4' X RED YUGGA � CV) 0. ® TWIN FLOWER A&AIIIE AT THE GONGLU51ON OF ROUGH GRADING, AN AGRONOMIC 501L5 ANALY515 SHALL BE 00 Q 2 DASYLIRON WHEELERI 15 GAL 15 LOW 0.2 5' PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW = M a 0 AGA\/E DESMETTIANA 15 GAL 11 LOW / MOD 0.5 4' DESERT SPOON AND APPROVAL. THE IN5TALLIN& CONTRACTOR SHALL INSTALL ONLY THOSE 501L CIS � 0 AMENDMENTS AND FERTI L I ZER5 A5 APPROVED BY THE G I TY OF PALM DESERT LAND50APE LL' A&AYE LANTANA C AMARA 1/ARS. 'NEW &OLD' 5 GAL 10 MOD 0.5 6' 5PECIALI5T. Z V O W A ALOE: BARBADENSIS 5 GAL 5 LOW 0.2 4' NEW GOLD LANTANA � Q Q a )--ALOE \/ERA LA\VANIDUL.A AN&U5T1 FOL I A 5 GAL 54 LOW 0.2 5' a 0. � - These plans have been reviewed b the Coachella Valle Water District in accordance � � ~ V 2 ASGLEP I AS SUBULATA 15 GAL Cl LOW 0.2 4' LAVENDER ATE p y y o � R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DESERT MILIGWEED A LEUGOPHYLLUM GANDIDUM 15 GAL 15 LOW / MOD O.5 5' requiring efficient landscape and irrigation design in cooperation with the local SHEET DESCRIPTION SAGE o � governing agency (City or Count "Approval of this drawing b CVWD staff does not BA I LEYA MULT I RAD I ATA 5 &AL 21 LOW 0.2 1 .5 i s T R I c g g g y Y y)• pp g Y DESERT MAR 1&OLD �L I R I OPE MUSGAR 5 &AL 25 MOD 0.5 18 constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SHRUB B I& BLUE: LILY TURF BOU&AINVILLEA "RASPBERRY ICE" 5 GAL 5 MOD 0.5 8' walls, and permanent structure of any kind may not be planted or installed in CVWD PLANTING PLAN $ BOUGAIN\/ILLEA � PENSTEMON SUPERBUS 5 GAL 34 L�1N' 0.2 �.5' and USBR easements or right-of-way without first obtaining an encroachment permit SUPERB PENSTEMON from CVWD. GALL I STEMON \/I M I NAL I S 'LITTLE JOHN' 5 GAL 16 MOD 0.5 6' ROSMAR I NUS OFF I C I NAL I S 5 GAL 10 MOD 0.5 6' DESIGNED DWARF WEEP I N& BOTTLE BRUSH ROSEMARY SMP YUGGA ELATA 15 &AL 4 LOW 0.2 6' DATE WATER MANAGEMENT SUPERVISOR DRAWN GEREUS PE:RU�I ANUS 15 GAL 4 LOW 0.2 5' Y MC PERU1/1 AN TORCH SOAP-TREE YUGGA CHECKED MC G I STUS PURPUREUS 5 &AL 11 MOD 0.5 5' YUGGA BAGGATA 15 GAL 5 LOW 0.2 6' DATE ROCK ROSE O BANANA YUGGA CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR 8.21.06 GYGAS RE\/OLUTA 15 GAL I LOW / MOD 0.5 5' (t__PRAIRIE ZENN I A GRAND I FLORA 5 GAL 54 LOW 0.2 1 .5' JOB NO. 261441 SA&0 PALM ZINNIA CAD FILE NOTE: SHEET NUMBER NOTE: ALL INSTALLATION AND MAINTENANCE SHALL I� MEET OR EXCEED THE CITY ANY GHAN&ES TO THE APPRO\/ED PLAN MUST BE OF PALM DESERTS LOIN WATER ORID I NANCE AND FOLLOW THE SUBMITTED IN WRITING TO THE CITY OF PALM MAINTENANCE SCHEDULE $ GUI DEL I NES ESTABL I SHED IN THE C 171'r OF NORTH DESERT FOR APPROVAL PRIOR TO INSTALLATION PALM DE5ERT'S "DESERT FLORA" MAINTENANCE &U I DE, CURRENT EDITION. O' 8' 16' 2�' OF 16 SHEETS MODIFIED FINAL PLAN 1.24.07 O I � PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. 12" 12" (619) 6,73-1 00 WIND * _-'I` * 2. LODGEPOLE PINE STAKE ' PLAN x 12' LONG FOR �' SUMMERS/MURPHY dt PARTNERS, INC LANDSCAPALL TREES. GUT-OFF 34197 COAST E CHWAYS SUITE 200 EXCESS STAKE TO MINIMIZE 3 DANA POINT, CALIFORNIA 92629 DAMAGE TO TREE. (949) 443-1446 FAX (949) 443.1631 3. 2" COMPACTED LAYER DECOMPOSED GRANITE. o �p,Noscgp-t REFER TO TREE PLANTING ��� G N,, Murphy tiq,A0 PLAN FOR SPECIFICATION. G i TOP OF ROOT GROWN TO I J I BE AT FINAL GRADE. - 2 Signature 7-31-08 4. FINAL GRADE I Renewal Date 5. 100% NATIVE BAGKF I LL - *T Date (b. PLANT PIT EXEGAVATI ON I I 6 �TF CF CALIF��� 4 -1. ROOTBALL g /These drawings and/or the 5 3 X DIAMETER 5. UNDISTURBED NATIVE are the accompanying e clus specifications exclusive property of 5UBGRADE. OF ROOT BALL Summers/Murphy & Partners, 6 Inc. and their use and publi- I. SHRUB- REFER TO PLAN FOR TYPE LOCATION cation shall be restricted to the original site for which they NOTE: 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- were prepared. Re-use, repro- =7 ////]Z7 duction or b an MIN. TWO TIES (TOP 4 BOTTOM) REFER TO TREE PLANTING PLAN FOR SPECIFICATION. method, in publication for part, is REQUIRED. TOP OF ROOT GROWN TO BE AT FINAL GRADE. prohibited except by written WRAP STAKE TO FORM 3• FINAL GRADE M u perp h y� & Partners,from Summers/ c. - FIGURE EIGHT. NAIL W/ (1) 4. 100% NATIVE BAGKF I LL l - GALV. NAIL THROUGH EACH _III- 8 TIE INTO POLE. 5. PLANT PIT EXCAVATION I- 6. ROOTBALL 3 X D I AMETER -7. UNDISTURBED NATIVE 5UBGRADE OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE C 1 TY OF PALM DE5ERT'5 CURRENT INSTALLATION G I TY OF PALM DESERTSCURRENT INSTALLATION AND MAINTENANCE GUI DEL I NE5. Q AND MAINTENANCE GUI DELI NE5. E�r=7A I L ...J -7 DE7A I L 6;7 4 1'�)®UELE 57AK D TREE FLANT I N6;7 I SHRUE FLANTINO W a ry o ry Q<QQaa I IT D 2 ROW 5 0 0 0 0 Oo 2 3 ROW 2 0 O = 4 ROW I 0 0 _ _I- I ___0 Il c_v 4 0 6 5 IW 1. 3/5" STAINLE55 STEEL EYE 50REA IN O 00 LEAD SHIELDS DIAMETER OF ROOT BALL O 2. 12 GA. GALVANIZED WIRE. SECURE VINE I. TREE OR SHRUB - REFER TO PLAN FOR TYPE $ LOCATION 0) O TO WIRE WITH NUR5ERYMAN'5 TAPE N 2. 2" LAYER OF COMPACTED DECOMPOSED GRANITE- V r REFER TO TREE PLANTING PLAN FOR SPECIFICATION. _ O 5. FUTURE EYE SGREW5 TOP OF ROOT BALL TO BE AT FINAL GRADE. CID Ur CO3. FINAL GRADE W J Z 4. ANGLE BACK TRUNK OF VINE TO WALL 4. 100% NATIVE BAGKF I LL � Q V � � AND REMOVE STAKE, SECURE TO WIRE 5. PLAN PIT EXCAVATION O to Ix 0 5. MASONRY WALL (6. ROOTBALL T UND 15TURBED NATIVE 511)156RADE NOTE: 8. EXISTING SLOPE FOR 5 GALLON VINE, INSTALL ROWS I AND 2. ALL PLANT INSTALLATION SHALL MEET THE FOR 15 GALLON VINE, INSTALL ROWS I, 2, AND 3. CITY OF PALM DE5ERT'5 CURRENT INSTALLATION TH15 DETAIL PERTAINS TO ALL FEN0E/MA5ONRY WALL5, AND MAINTENANCE GUIDELINES. NOT BUILDING WALL5. VINES AT BUILDING WALL5 TO N C0 BE ATTACHED TO WOOD TRELLIS. Z Q Z Z5 ***ALL VINES TO BE STAKED"* cc Q 1= a 0 D TAIL K a D TAIL H VINE FL ANT I NO 2 TREE FLANT I N& a J U. co QU W o � Z NOTES: W ALL PALM TREES ARE TO BE o Cl) BARE ROOT AND MEET Q � W THE MINIMUM BROWN TRUNK J SPECIFICATION AS CO) a. INDICATED ON PLAN. = M 2 Q v I• 2 LAYER OF COMPACTED k LL, = Q DECOMPOSED GRAN I TE- REFER Z H 0 W O 0 TO TREE PLAN FOR SPECIFICATION Q V a lu o O a o IL 2. TOP OF ROOTBALL TO BE 00-1 Co V 2 z z I AT SAME ELEVATION AS a. Q DUG FROM FIELD. 2 z 3. ROOT BALL SHEET DESCRIPTION O O ~ 3 4 A PLANTING � � FINAL L GR DE IL 4 DETAILS to rr 5. NATIVE 5AND BAGKF I LL 6. UNDE5TURBED NATIVE 5U5GRA1;>E DESIGNED SMP 5 DRAWN L - , SMP CHECKED - SMP DATE _ 6 8.21.06 JOB NO. 261441 CAD FILE 3 X D I AMETER SHEET NUMBER NOTE: OF ROOT BALL ANY CHANGES TO THE APPROVED PLAN MUST BE ALL PLANT INSTALLATION SHALL MEET THE SUBMITTED IN WRITING TO THE G I TY OF PALM G I TY OF PALM 0)ESERT'5 CURRENT INSTALLATION DESERT FOR APPROVAL PRIOR TO INSTALLATION AND MAINTENANCE GUI DELI NE5. L�12 IV 16 SHEETS 12 DETAIL L SETA I L I DETAIL F E31 FALL FLA T I & �O' 4 N 1.24.07