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Home My WebLink AboutSpanish Walk Sonrisa Tract 33837_1 REVISIONS SPANISH WALK SONRISA SUMMERS/MURPHY & PARTNERS, INC LANDSCAP ARCHITECT REV. SHT. DESCRIPTION DATE BY 34197 COAST EIGHWAYS SUITE 200 Q DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 TRACT # 33837 Ici LP ND S CA p C + LOU Signature 7-31-08 E D * Renewal- Date CALIFORNIA PALM SERT, J'�q�F OFDate LIF��\P CA These drawings and/or the accompanying specifications are the exclusive property of X D Summers/Murphy & Partners, Inc. and their use and publi- MODEL COMPLE AN COMMON AREASUBMITfED FOR APPROVAL cation shall be restricted to the DATE original site for which they APPROVED were prepared. Re-use, repro- DATE duction or publication by any I RELEASED FOR BID method, in whole or part, is prohibited except b p p y writt en LANDSCAPE PLANS 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,:----------------- NOTE-55 LANDSCAPE ARCHITECT IRRIGATION CONSULTANT Project Location -------------------------------------------------- I. THE CONTRACTOR SHALL PROVIDE ALL LABOR TRANSPORTATION SUM R PC ME 5 / MUR HY PARTNERS ING. SAEENEY � A550G i ATES INC.ING Maximum Water Allowance MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL A (In hundred cubic feet) LLLL 541 cl7 COAST H I CvHAAY 58750 SKY CANYON DR. , 5U I TE C Q CONSTRUCTION ELEMENTS AS 5HOAN ON THE DRAAI NG5 AND SPECIFIED DANA POINT, CALIFORNIA �262� MURRI ETA, CALIFORNIA. �2653 p Estimated Total Annual Water Use, HEREIN. DINAR SHORE DRIVE (114) 642-4471 (C151) 461-6550 ________________________________________________ (in hundred . cubic feet) 2. ALL WORK SHALL BE PERFORMED BY A C-2-1 CALIFORNIA LICENSED SI TE CONTACT: JOE LA50OLA (C151) 461-6550 a<a�a� Preliminary Project Documentation Submittedi (initials Indicates submittal) CONTRACTOR. 1. Grading design plan 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE w AVENUE 35 1170 CIVIL ENGINEER ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP z Cio F�FF 2, Landscape design plan TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF AORK. 'i'� �'9Y STANTEC 3. Irrigation design plan GERALD < 73733 FRED WAKING DRIVE STE. 100 � HA o 4. THE CONTRACTOR SHALL BE RE5PON51 BLE FOR MAKING THEMSELVES FAMILIAR x` �o PALM DESERT, CA 92260 0 4, Irrigation schedules AITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES w ,p PHONE: 7� o ( 60) 346-9844 AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY z Post Installation Inspection: (initials indicate completion) bi a' DR. FAX: (760) 346-9368 p p FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF bi A. Plants installed as specified SAID UTILITIES, INCLUDING DELAYS. w Q CONTACT: TINA STIMPSON w B. Irrigation systems installed as designed 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT RANCHO �� o �� o DESERTcn DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL II ARCHITECT Comments ----------------------------------------------------- »::.....:, COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE FRANK SINATRA DRIVE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. o ROBERT HIDE`r ARCHITECTS, INC. 0 ____________________________________________________________ ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE -1555 IRVINE CENTER DR., STE. 200 cc A copy of this certification has been provided to Owner/Developer and District DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB IRVINE, GA Q2615 W Comments_ SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN ARITING. ANY R� VICINITY MAP (q4Q) 655-1550 O CONTINUATION OF AORK PRIOR TO THE RESOLUTION OF D15CREPANCIES IS N.T.S. (q4�) 655-155�i AT THE CONTRACTORS RISK AND EXPENSE. O 0 It is my opinion inion that the work outlined above has been com leted in substantial 0 O Pcm accordance with Coachella Valley Water District and The City of Palm Desert's CC Z Q Landscape and Irrigation Guidlines. L.E&END = v O p----------------------g-------------------------------------cense No, LOCATION MAP SHEET INDEX W � = W CO Landsca e Architect Signature Date License No, cp DIAMETER (33.60) EXISTING SPOT ELEVATION Z (, _Z FF FINISH FLOOR ELEVATION 33.60 PROP05ED SPOT ELEVATION �C GF GARAGE FLOOR ELEVATION HT HEIGHT SHEET NO. SHEET DESCRIPTION �" � E0 WATER CONSERVATION STATEMENT PE PAD ELEVATION BCR BEGINNING OF CURB RADIUS TA TOP OF HALL ECR END OF CURB RADIUS T-1 TITLE C* TF TOP OF FOOTING ELEVATION TO TOP OF CURB LC-1 CONSTRUCTION LAYOUT PLAN Z BA E30TTOM OF WALL BC, BOTTOM OF CURB THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE T5 TOP OF STEP Eli EXPANSION JOINT 0"MOVED ` LD-1 CONSTRUCTION DETAILS a PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. Be BOTTOM OF STEP 51.1 SCORE JO I NT pMLMDSW ACK IJJ THE PLANTING DE516N USES DESERT PLANTS COMPATIBLE AITH LOA RATER GB CATCH BASIN SG SAA OUT \ ,3( - LS-1 CONSTRUCTION SPECIFICATIONS USAGE AND THIS DESIGN MEETS THE G I TY OF PALM DESERT F 5 RATER USE G FIN 15H GRADE R RAD I U5 \ I P-1 IRRIGATION PLAN Q REQUIREMENTS. FS FINISH SURFACE RDAD REDAOOD � \ � IL-1 IRRIGATION LEGEND CALCS AND NOTES a � HP HIGH POINT HDR HEADER REFER TO SHEET IL-I FOR THE C.V.A.D. RATER CONSERVATION CONCEPT LP LOW POINT LA LANDSCAPE ARCHITECT S /�)` _ Q 20 STATEMENT. FL FLOW LINE MIN MINIMUM 0& __ -- — ID 1 IRRIGATION DETAILS co = Z OG ON CENTER MAX MAXIMUM \� Tti ��'� �--- x"~ ' ` �i lS-1 IRRIGATION SPECIFICATIONS CC 0 CB LL CATCH BASIN MJ MASTIC JOINT � _ '. ; t PL-1 TREE, VINE & GROUNDCOVER PLANTING PLAN Z a CITY OF PALM DESERT LANDSCAPE TG TOP OF GRATE ELEVATION TYP TYPICAL \ A � C. 4 = 0 Q W INSPECTION SCHEDULE INV INVERT ELEVATION PA PLANTING AREA y/ �''� ,� -��'" - PL-2 SHRUB PLANTING PLAN V _ BB BOND BEAM ELEVATION NTS NOT TO SCALE C/iC` Cy - a ` '� \ / -. ` PD-1 PLANTING DETAILS d'-b ALIGN \ O �Q UG, PS-1 PLANTING SPECIFICATIONS = Z 1) 5LEEVING / GRADING 4, W 0 Sleeve diameter, type depth and location a. � "`+ � ca 2 1.0% GRAD I ENT IN PERCENTAGE �0 f �J._.,_ J LU I b Soil surface drainage, elevations and trash (including weeds 4 rubble) NOTE: Q 0 0 HARDSCAPE / BOULDERS-GOBBLE 4: 1 RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT ANY CHANGE5 TO THE APPROVED PLAN MUST BE ti � 2) _ SUBMITTED IN ARITING TO THE G I TY OF PALM CMO � U a. Sidewalk and wall layout R RIDGE ado \� DESERT FOR APPROVAL PRIOR TO INSTALLATION = CV) Q 0 b. Utilities location M a Z c. Boulder type, size, weight and placement es GRADE BREAK \ * U. Q 3) IRRIGATION SYSTEM ROUGH-I N � NOTE DIRECTION OF FLOA w W < ~ O W U A a o - ALL CONCRETE MASONRY ROOD AND STEEL AORK IDENTIFIED Trench e depth AS a. d \ , Pipe size and class \ PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT'S 0 CL � � 0 b• p DRAINAGE PIPE CO � V � ® c. Pressure test (125 psi for 6 hours) ❑ \\ LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. ATRIUM DRAIN � p, I T 15 THE OANER'5 RESPONSIBILITY TO OBTAIN ANY ADDITIONAL 4) PLANT MATERIAL (trees � shrubs) � SHEET DESCRIPTION a. Condition yp O DECK DRAIN ❑ ❑ ❑ ❑ APPROVALS THAT ARE NECE55ARY FOR WORK THAT 15 TO BE b. Type PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER rm Z DEPARTMENT'S JURISDICTION. TITLE c. Placement TURF DRAIN SHEET 5 GROUND COVER (Decomposed granite) -3 PROPOSED CONTOUR I a. Type FRANK SINATRA b. Depth and spacing EXISTING CONTOUR These plans have been reviewed b the Coachella Valle Water District in accordance DESIGNED c. Compaction —.-� p y y SMP BERM - BUILT-UP LANDSCAPE GRADEOJEG-I A T E with Water Code Title 7, Division 1, Chapter 3, Article I0.8, Section 65597 et seq. DRAWN requiring efficient landscape and irrigation design in cooperation with the local 6) FINAL SMP s I o governing agency (City or County). "Approval of this drawing by CVWD staff does not CHECKED Irrigation DETAIL REFERENCE T R C C D a. ATION LOG g Valves boxes and whing constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SMP SHEET LOCATION wall Controller operation and site specific yearly irrigation schedule s, an d permanent structure of any kind may not be planted or installed in CVWD DATE 03.19.07 and USBR easements or right-of-way without first obtaining an encroachment permit r it d b City of Palm Desert Water EfficientLandscape( equ e y y SECTION REFERENCE from CVWD. Ordinance) E JOB NO.124454 Sprinkler, bubbler and / or drip emitter type, f low rate and SHEET LOCATION 4�S`O ea(� CAD FILE quantity per plant. J Apppp� y� DATE WATER MANAGEMENT SUPERVISOR Sonrisa-Title Sheet p Overall operation SHEET NUMBER As built 8Y' KEY MAP CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR b• Tree staking DATE c• Overall Gl ,� NOT TO SCALE CITY OF PALM DESERT SUBMITTAL #1 02/Icf/07 T�113ECEI ED rU a� O R� (PLANTING ONLY) PLAN SET B 1i►0NOTE SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 C ' _ JIMIv ATTEMPTS THERE RILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. PLAN SET A' CITY SUBMITTAL #2 03/I5/01 DATED: 04-18-07 OF 12 SH 007 PLAN SET B - CITY SUBMITTAL #3 04/I8/07 SMP PLAN CONTROL cI 05-01-2007 UTIL/7Y SYMBOL LE&ENV ® TYPICAL A/C LOCATION KEY MAP TRANSFORMER (ABOVE GROUND) I' NIIIN PRIMARY PULLBOX (FLUSH) S'0&y� J� _] MAILBOX SUMME PARTNERS, INC o I? XBO CAPE ARCHITECTS ELECTRICAL BOX (FLUSH) `� O 34197 COAST HIGHWAY, SUITE 200 0 1-I°XBO" TELEPHONE BOX (FLUSH) 1 �'rs�� C C DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443-1631 0 41 X41 GABLE TV. BOX (ABOVE &ROUND) 0 IRRIGATION CONTROLLER / POWER PED. � i I } _ � ,/ �,Q 70 DOrl FIRE HYDRANT f I l i �'9Q O �p,N0 SC,q P F.G Murph1, q Q� WATER METER � �- �Q YARD DRAIN ® w e �' -) ® GRATE / INLET Signature LU 7-31-08 ® BUBBLER BOX Renewal Date DRAIN PIPE o o` J'� r Date �P FLOW LINE F CF CAt-IF�� • IIIOV. BOLLARD LIGHT These drawings and/or the THIS PLAN REFLECTS RECOMMENDED accompanying specifications are the exclusive property of LIGHT FIXTURE LOCATIONS ONLY. THE Summers/Murphy & Partners, OWNER SHALL HAVE THEIR ELECTRICAL �- L FRANK SINATRA Inc. and their use and publi- cation shall be restricted to the ELECTRIC, ENGINEER SHALL BE original site for which they e RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE i='fi�OJE=GTy DE516N AS NEEDED TO MEET THE CITY OF were prepared. Re-use, repro- PALM DESERTS LIGHTING ORDINANCE. LOCATION duction or publication by any method, in whole or part, is ALL LIGHTING SHALL BE APPROVED BY prohibited except by written THE CITY OF PALM DESERT PLANNING permission from Summers/ DEPARTMENT PRIOR TO INSTALLATION. Murphy & Partners, Inc. FIN15H 5 ro-,,,HE5L)LE + CONTRACTOR NOTE: T 19+5 7.6 4 19 PA S E 0 GUST 0 18+0 0 ALL HARD50APE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE I I APPROVED PLAN. THE LAND50APE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS AR15E THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD _ 1 +0 0 12+ 13+0 MOD I F I GATI ON5 TO THESE DESIGNS WITHOUT THE LANDSCAPE ARCHITECT AND THE G I TY OF PALM DESERT'S REVIEW S APPROVAL. Z s-1 SITE IMPROVEMENTS 0 SYMBOL DESCRIPTION COLOR /FIN15H/5RECIFIGA7/0N DETAIL >y ® S-7 S-3 \\` �' S-1 CURB &UTTER REFER TO THE CITY OF PALM DESERT N/A _ N �'I APPROVED PREG I5E GRADING PLAN 4' I S-4 S_2 'STREET5GAPE' CONCRETE REFER TO STREET IMPROVEMENT AND N/A dL Jp l O SIDEWALK 4 LANDSCAPE 5WA PLANS. S-17 W -� �a. aaQQaa CONSTRUCTION WOOD COLOR: STAIN/ PAINT PER OWNER. COLOR TO BE SEE SHEET LD-I ` SCREEN FENCE SELECTED FROM APPROVED BUILDING TRIM COLOR DETAIL SALES TRAILER .I 32'-6" 24�X60� 17' I , IU Hl PALETTE J`' t S-13 I JI S-4 CONSTRUCTION WOOD COLOR: STAIN / FAINT PER OWNER COLOR TO BE SEE SHEET LD-I 1N O ACCESS GATE SELECTED FROM APPROVED TRIM COLOR PALETTE DETAIL "B" o ` OD YARD II ' (SIMILAR) f �� $ } TUBULAR STEEL TRAP FENCE COLOR: TO BE BLACK / SELECTED SEE SHEET LD-1 ❑ Tars r�Arr Q L - - J I s-5 O S-4 _ I w l�lll WITH MAINTENANCE 6ATE5 FROM APPROVED COLOR PALETTE DETAIL "A" ~' I TEMPORARY ASPHALT M I W �j v S-6 PARKING LOT. GONTR/�GTOR PAINT MARKINGS AND S I GNAGE REFER TO CIVIL PER LOCAL CODE. ENGINEERS PLAN L J 'T ' 3' ' L1 I' Q TO INCLUDE ALL PARKING O R , ul S-10 S-12 Ilr ;1 LOT STRIPPING WHEEL __ 8 S-3 I j + STOPS 4 516NAGE FOR ' I PARKING STALLS $ 5-15 S-14 ��' I j — HANDI-CAP STALLS of S-11 , li � I - 'L S 7 CONCRETE STEPS COLOR: NATURAL &RE - 0 co 17 FALLOW AREA � I FALLOW AREA � Q O L Y SEE SHEET LD I /-� I I FIN15H: MEDIUM BROOM FINISH DETAIL E NOT r? PLAN, N, I REFER TO THE CITY OF PALM DESERT In i runs �r..Art ' I �,o O TEMPORARY MODEL PARKING / FALLOW I. W AAPPROVED CTUAL QG15E GRADING PLAN FOR W LOT AREA AND LAND5GAPE SHALL BE I I L U NTITY 8 LOCATION 0 S-g ,d REMOVED AT MODEL BUILD-OUT AND o(n I T I CONVERTED TO A STANDARD PRODUCTION _� '" � CONTRACTOR TO PROVIDE HANDRAIL A5 SEE SHEET LD-I O � � S-10 a UNIT. +� NEEDED PER GORE DETAIL "D" A CONVERSION PLAN SHALL BE SUBMITTED I � Q ..+ �� 0 o> I FOR CITY OF PALM DESERT APPROVAL AT - ,� S-8 LANDSCAPE BOULDERS REFER TO BOULDER $ ROCK NOTE, 5EE SHEET PD-I C3 C4 A LATER DATE. (ALL AREAS ON THI5 PLAN) O N II r p 3' 10' 12'-6" o THIS SHEET DETAIL G z V S-15 PARKING I- s_ Ho>�aZA�Y ------- 3 ., I Q NOT PAi �OF, C� LOT I �. S-9 DRY STREAM BED REFER TO BOULDER ROCK NOTE, 5EE SHEET PD-I J CO W M �d " O THIS I' " W , I r+trs.�uw I ❑ � � tu.� SHEET DETAIL H Z � I z �- 0 I _ > � S 9 S 10 CONCRETE PAVING COLOR: NATURAL GREY SEE SHEET CD-1 Q - � I � - � FINISH: MEDIUM BROOM FINISH DETAIL "G" 0 r Cr. 0) r r o Ks- -g CONCRETE INTERLOCKING PAVERS TO BE SELECTED SEE SHEET LD-1 S-11co r-W' PAVERS WITH CONCRETE DETAIL "F" BAND z s , O - _ J 1 S 12 l- ARCHES ARE TO BE RELOCATED� I SEE SHEET D I �p1 TUBULAR STEEL ARCH L ..: ' 24' 2 , ,: �. TT FROM II II u. II OM THE SPANISH WALK SALES DETAIL H a S-17 #,�' MODEL REAR YAi�D'NOT b� ( --— —_-_ ' l TRAILER. PART PF THLS PLAN _ W -— - El 2 Cl - - - - - D13- BENCHES TO B - - E RELOCATE D A— C WOO D BENCH N/ v FROM TH A Q E 5P N I SH WA K SALES II L AL - TRAILER U - a S PREFABRICATED co FOUNTA REF BRIGATED WATER FEATURE z 0 REI` fi7 T ENTRY — Tf� / TREETSGAPE PLANS E O a _ O TO BE RELOCATED FROM I I°,4RI=D,' Y T O THE CO IX z PRE 5 B WA SPANISH WALK SALES TRAIL ER TO ENTRY 5 TSCAPE:'PLANS - -REF / TF�EE � ;' - - .- - - -- - 1 1 I �� ---— -- — — - PREPA Y 5 t RED B WA CONTRACTOR TO PROVIDE L.V O J --= - - ELECTRICAL OUTLET AND AUTO -- S-2 S-1 FILL CONNECTED TO IRRIGATION J Q _ COR O N SYSTEM. O QW S 2 S-15 c U O BLOCK WALL AND GATE BLOCK WALL AND TUBULAR STEEL N/A � Q GATE. REFER TO FENCE AND F_ WALL PLANS PREPARED BY Ir z SUMMERS MURPHY PARTNERS. W 0 S-16 LANDSCAPE MOUNDING I O LANDSCAPE COUNTOUR- N/A J W TYPICAL. REFER TO THE PRECISE Q GRADING PLAN FOR ELEVATIONS. S 17 EXISTING FENCE AND WALL EXISTING WALLS REFER TO N/A (� J PLANS PREPARED BY SWA FOR 00 ADDITIONAL INFORMATION = M a z v) a — * LL NOTE:: Z H O W W Q Q 0 ALL CONCRETE:, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS 0 � _ 0 PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERT 'S a LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. T 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL SHEET DESCRIPTION APPROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE: PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER CONSTRUCTION C/TY OF PALM L?E5ERT DEPARTMENT'S JURISDICTION. LAYOUT IN5PEGTION 5CHEVULE NOTE PLAN REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. BOULDER � ROCK NOTE DESIGNED SMP PREG/5E GRAL?ING PLrAN N07E DRAWN BALL LANDSCAPE BOULDERS TO BE JL THE PRECISE GRADING PLANS PREPARED BY DESERT CHOCOLATE - NOTE= CHECKED STANTEG AND APPROVED BY THE CITY OF PALM CONTRACTOR TO PROVIDE JL DESERT SHALL BE ISSUED TO ALL BIDDERS AND QUANTITIES 4 51ZF-5 AS PER NO TREES SHALL RE PLANTE=D WITHIN G.1l.W.D. E=ASE=ME=NTS OR INSTALLING GONTRP.CTOR(5). THE PRECISE 5PEC5. TO BE VERIFIED BY R7 1 G�.,1,-r_OF WAYS- DATE GRADING PLAN 15 AN INTEGRAL PART OF THESE LANDSCAPE ARCHITECT 03.19.07 LANDSCAPE PLANS, AND INDICATES ALL QUANTITY TOTAL (MODELS): 61 JOB NO. NECESSARY FINISH SURFACE / FINISH GRADE 25% - I S" 124454 ELEVATIONS, DRAIN HEAD AND DRAIN LINE 5O% - 24" NOTE=: CONTRACTOR SHALL I DENT I F= *( AND NOT 1 FNr �qp FILE LOCATIONS. 25% - 56" LANDSCAPE ARCH I TE=CT OF ALL UT 1 L I TY CONFLICTS SonrisaMCONST ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND ALL DRY STREAM BED ROCK TO SCALE : I " - 20 ' PRIOR TO INSTALLATION SHEET NUMBER FINAL WALKWAY / DRIVEWAY LAYOUT SHALL BE 2" TO 6" "DO5 RIO5" CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN UNLE55 NOTED OTHERWI5E. ON THE APPROVED PRECISE GRADING PLAN. ALL BOULDERS, ROOK AND LC �1 AGGREGATES ARE AVAILABLE BY I NORTH SOUTHWEST BOULDER. 01 20 40 60 www.southwestbou l der.com �OF 12 SHEETS 05-01-2007 I 2 5 5 6 7 g q I 2 5 4 5 2 4 3 I' ALL WOOD WORK r 4 I SUMMERS/MURPHY dt PARTNERS. INC IDENTIFIED AS PART OF o M LANDSCAPE ARCHITECTS THIS DETAIL dJ r 34197 COAST HIGHWAY, SUITE 200 629 LEGEND 15 NOT PART OF THE G I TY 5 = ( )"01 6, CALIFORNIAFAX (949)2"3-1631 "77OF PALM DESERT'S I. IY�" 50. TUBULAR STEEL ARCH FRAME - ONE AT EACH CORNER, 4 TOTAL 0 LANDSCAPE 2. 3/4" 5Q. TUBULAR STEEL COLLAR OUTSIDE - -III ° �° O 00 000T�V 00j 0 0 0 0 0 DEPARTMENTS SEE CONSTRUCTION PLAN `PNMu CgPF9 III I 1 00 0 0� 00 0 0 �0 INSPECTION AND 6 ELEVATION VIEW �� M phy ti �� - Q,� o VERTICAL P05T5 A1, 1,I _ - o `'`� 0 GYM 00 APPROVAL PROCESS. - SCALE: 5/8" = 1'-0" ,�'� 9 ' 13. CONCRETE FOOTING - REFER TO '`�' _ _ _ �EE _ _ - - m(-111-1O1-III-III E - - - - - - - - - - - - I II- I=1 =1TI-1 =1O1=1 I-1 1=1 I-1I I -7LEOEND � In" ," � In' STRUCTURAL ENGINEERS DETAIL = 11 1 O 1=III=1 O 1=III III=III=III=I I I=III=III=III=III=III=III=1 O 1=III=1 O 1=III=III 1 O I I O - 21 Signature - BUILD UP CONCRETE AT , I I,1 O 1I 11-I 11-I O 1-I O I-1111 O -1 I -111-I 11-11 I1 I1 1 1I O1 O -1 O 1=11 I-I O -1 O 1-I O I-III11 ry I • I 1=1 I I=1 '. 11- I. FINISH GRADE 6. I" X 2" TUBULAR STEEL GATE 7-31-OS POST CONNECTION FOR DRAINAGE ," 1=11 I1 I I1 IO I I=1 IO I OI1 O I I-III-III-I IOIIIIIIIII=III-I I OI O 01 I IO O I III- l l Renewal Date 1 ---1 ' � 1=1 1 11 1 11 1 11 1 11 11=1 11=1 1 11 I I I I O � ' ' I 1=1 I I-I ' � o •o o I 1=� 8 -I I o •o o �I �� -_ _ _ �� FRAME ♦c 4. Ya FLAT IRON STOCK KEY STONE VV III SECTION VIEW I- = 2. 2 X 2 TUBULAR STEEL POST, J'j Date �P ' ' I-1 O 1=1 O II O 1III=1 11=IIII I � ' BRUSHED BRONZE BUILDING BUTTON 'A' 21/2" 2 I - 11 ( 1 � '- SCALE: 3/8" = I '-O" a'-o' ALTERNATING AT 8'-0" O.G. AND 4'-0" �. 1/2" 50. PICKETS TO MATCH OF CALIF BY URBAN ACCESSORIES SECTION VERIF r IN FIELD 1/4"=1'-O" (� q O.G. FENCE These drawings and/or the 5. FINISH GRADE LEOENI:;� LE(3ENEo) „ „ accompanying specifications 4 I. 2x& TOP RAIL ATTACH W/ I&D &. FINISH GRADE 5. I X 2 TUBULAR STEEL TOP, MIDDLE 8. (3) HEAVY DUTY HINGES are the exclusive property of 12" , 12" 1 FINISH SURFACE SECTION �� AND BOTTOM RAIL SELF-CLOSING AND Summers/Murphy & Partners, SCALE: I = I -O NAILS Inc. and their use and ubli- SELF-LATCHING „ �. 12 DIA. x 24 DEEP cation shall be restricted to the 2, 12 WIDE CONCRETE BANDING (SEE FINISH SCHEDULE) 2. I 50. WOOD FRAME ALL AROUND - CONCRETE FOOTING 4. I/2 SQ. TUBULAR STEEL PICKETS � 6 original site for which they 4 BOTH FRONT AND BACK, ATTACH O.G. BELOW MIDDLE RAIL, 12" O.G. q. ADJACENT BUILDING were prepared. Re-use, repro- 3. INTERLOCKING PAVERS (SEE FINISH SCHEDULE) WITH 7D NAILS 8. COMPACTED SUBGRADE - ABOVE duction or publication by any REFER TO SOILS REPORT FOR IO.CONCRETE WALK method, in whole or part, is NOTE: prohibited except by written I ` . 1 �" SAND BASE REFER TO SOILS ENGINEER'S 3. /2 x 2 LATTICE ® 4 O.G. REQUIREMENTS 5. LOCKABLE GATE LATCH permission from Summers/ 4 REPORT FOR MIN. THICKNESS NOTES Murphy & Partners, Inc. 5. 6" COMPACTED GRANULAR 5UB-BA5E OF CONCRETE AND 51ZE OF 4. 4x4 POST q. AGGREGATE SUBBASE ALL SURFACES SHALL BE GROUND SMOOTH TREAT ALL EXPOSED SURFACES � REINFORCING STEEL. MATERIAL - REFER TO SOILS 5. 2x4 BOTTOM RAIL, ATTACH W/ I&D REPORT FOR DEPTH W/(2) TWO GOATS MOISTURE-PROOF PRIMER AND (2) GOATS ENAMEL (COLOR 4 (0- COMPACTED SUBGRADE NA I LS REQUIREMENTS BY OWNER) OWNER OPTION TO HAVE GATE POWDER-COATED. (COLOR PER 2 ALL MASONRY WORK IDENTIFIED AS PART OF TH15 DETAIL NOTES OWNER) ALL CONNECTORS, FASTENERS AND OTHER HARDWARE TO 8E HOT NOTES 15 NOT PART OF THE G I TY OF PALM DE5ERT'5 LANDSGAPE - ALL LUMBER SHALL BE SAW S I ZED 1D000LAS F I R DIPPED GALVANIZED 0 MLD5 TO BE ALL 4 SIDES 4 GROUND DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. - PAINT OR STAIN WOOD PER FIN 15H SCHEDULE (IF PAINTING, TREAT ALLSMOOrH ALL STEEL WORK IDENTIFIED A5 PART OF THIS DETAIL PRIMER�(2) FILLET COATS, EXPOSED SURFACES WITH (2) TWO GOATS MOISTURE-PROOF PRIMER AND PER FINISH 5C+ePULr= (2) TWO GOATS ENAMEL. S NOT PART O THE CITY OF PALM DESERTS LANDSGAPE ALL NAILS I$ HARDWARE TO BE PRE-GALVANIZED DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. Z O F INTERLO�KIN� FAVE S 1N/ GO 1G . BANZD 1 ®®D 5GREEN FE1�GF TUBULAR STEEL TRAF FE1�G cc i 5 1 LU 777 1xZ" I - I 2 1 5 aaaaaa VARIES PER PLAN 12" 5ECTION/ELEVATION VIEW - FRONT ARCH 2'-2" 4 I2" 00 SCALE: 1/2 1'-0" SECTION VIEW 2 5 SCALE: 5" = I '-O" 6 5 = O - I O o 00 0 00 0 00 0 00 /0 ),/) 2 2 m II O II o a o I I FRONTL_ VAT I Oil 1. 2 X 6 GAP, ATTACHED W/ 16D 0 W 3 SECTION O NAILS O q I I - � 1/2 I I _ 11-0 11 O � ap 1 I _ 1 11 a 2. 1/2 X 4 TRIM (TOP AND 0 t0 O 3 I = I O I I 4 BOTTOM), ATTACHED w/ 7D � � O 1. FIN 15H GRADE 7. SUB-BASE MATERIAL REFER a 2. I/4" RADIUS ALL EDGES TO SOILS REPORT I 1 1 I = = NAILS Z Q r -- ; SECTION VIEW I I I �- ::::. I ':::::..... :::.::: ; ::::: -' 3. CONCRETE PAVING REFER TO 8. COMPACTED SUBGRADE _ u I 1 = 3. 2 X 4 5TR 1 NGER (TOP O = 1 SCALE: I - I O i O I - I Cl) L M ` w FIN 15H 5GHEDULE q I" M I N I MUM, 2" AT TURF AREAS I I AND BOTTOM), ATTACHED W/ °u J Z I -- 4. 3/4 DEEP X 5/8 WIDE (MAX.) L 16D NAILS Z O Q� I-` Y �� 6 I > -- ( - } TOOLED SCORE JOINT W/ 1/4" NOTE: L E � `� 2 Q O O T! RADIUS EDGE5 WHERE OCCURS. 6. CONCRETE PAYING (REFER TO O REFER TO 50 I LS ENGINEER 5 1. 1/2 X 2 50. TUBULAR RAIL 4. 4 X 4 REDWOOD OR CEDAR REFER TO CONSTRUCTION PLAN. FINISH SCHEDULE) REPORT FOR MIN. THICKNESS POST @ 8'-0" O.G. - TO BE ' 2. CONCRETE STEPS REFER TO SECTION/ELEVATION VIEW - REMAINING ARCHES (3) 5. TOINF SOILS ING STEEL - REFER RE CONCRETE AND SIZE OF DETAIL 'E', TH15 SHEET NOTE: ALL WELD5 TO BE CONTINUOUS 3 LOCATED AT TOP AND TOE z 50ALE: I/2" = I'-O" VARIES, TO SOILS REPORT REINFORCING STEEL. Z 3. 1-1/2" 50. TUBULAR STEEL POST AND GROUND SMOOTH, PRIME AND OF SLOPE WHERE OCCURS 6. F-XPAN51 ON JOINT - TYPICAL. PAINT (2) GOATS (SEE FIN 15H 15 REFER TO DETAIL ON THIS SHEET 4. CONCRETE FOOTING SCHEDULE FOR COLOR) 4 5. 1 X 6, #1 GRADE CEDAR a ALL CONCRETE WORK I DENT I F I ED AS PART OF TH15 15 DETAIL COMPACTED SUBGRADE ALL CONCRETE AND STEEL WORK IDENTIFIED AS PART OF VERTICAL BOARDS LU THIS DETAIL 15 FOR REFERENCE ONLY. TH15 DETAIL IS NOT PART OF THE CITY OF PALM I7E5ERT'5 (BUTT JOINTED), ATTACHED W/ C' CONTRACTOR TO USE ARCHES FROM THE 15 NOT PART OF THE G I TY OF PALM DESERT'5 LANDSCAPE LANDSCAPE DEPARTMENT'5 INSPECTION AND Q SPANI5H WALK SALES TRAILER. DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. 5 7D NAILS U APPROVAL PROCESS. Q Q Co 6. FIN 15H GRADE co � Z H IRON ARCH . (RELOC.-,ATEI�) FROM TRAILER) G®1�GR T AV I � T�BI� AR STEEL # A 1DRA I '7 O �� CONCRETE FOOTING CC 1 -O - LL SEE INSET 'A' MIN. 5 8. COMPACTED SUBGRADE Z J W � O v oc 3 1 2 6 2 q. GRAVEL BASE 4 LU O 4 .2 5 6 �- ° NOTES: J co � ALL CONCRETE THICKNESS 8 4 0 ° a 5 Q 0 6 STEEL REINFORCEMENT = ° ° SUBCONTRACTOR SHALL DELIVER TO AND BASE MATERIAL A `4 51 TE ALL MATERIALS REQU I RED TO O a a a L a a G _ O o°oO o°00 0° CONSTRUCT WOOD FENCES AND GATES. M V a SHALL BE AS a a _ � o o m 6 J i L-74' o -� �-1 a a `9 ° a ° o O = SUBCONTRACTOR 5 VEHICLES WILL a0 Lj ESTABLISHED I SHED BY THE o Q O �$ O GEOTECHN I GAL ENGINEER. - O o a oo GROSS SIDEWALKS AND CURBS AT = a Z O O DES 1 GNATED AREAS ONLY AND WILL BE V) a DD O O O O SEE NOTES ON THIS O O O O �$n O RE5PON51 BLE FOR ANY BREAKAGES IF LL Z H O J o o° o 0 0o O , HE GR055E5 NON-DE51 GNATED AREAS. a V Q a - 0. Q q DETAIL. i i i i i i i i i i i i i � i_ q o 0 0 0 0 0 0 8 ALL WOOD WILL BE CONSISTENT I N O SECTION � COLOR AND GRADE - IF NOT, IT WILL a CO � V � F-XFANS 1 ON JO I NT 5GORE JO I NT q a BE REPLACED AT SUBCONTRACTOR'S NOTE: ( I1 _ I 1-��1 N O a 8 EXPENSE. SHEET DESCRIPTION O E E _ ALL FENCE5 TO BE INSTALLED IN A . #5 NOSE BAR - a - STRAIGHT LINE FROM PROPERTY FIN N I. EXPANSION JOINT- TYPICAL 6. REINFORCING STEEL - REFER TO NOTE: NUMBER OF STEPS PER CONSTRUCTION SOILS ENGINEER'S SPECIFICATIONS EXPANSION JOINTS IN WALKS TO OGGUR AT ALL GHANGES IN DIRECTION 2. EXPAN51 ON JOINT - REFER CIVIL ENGINEER PLANS - TO PROPERTY PIN (OR OTHER DES 1 G- FOR 51 ZE AND LOCATIONS AND WHERE NEW CONCRETE PAVING ABUTS EXISTING 51 DEWALK5 TO DETAIL 'J', THIS SHEET = o = q -NATED POINT). NO FENCE LINE SHALL DETAILS 2. 3/5" WIDE FULL DEPTH ASPHALT AND/ORIN WALKS 1�5 REC C. FOR CONTINUOUS WALKS AOJN(5 FOR EXPANSION ANS UNLE5ON 3• REFER TO GRADING PLAN _�I �OI ( � 1 I- WEAVE OR BOW MORE THAN 3/4 . SATURATED FIBER EXPANSION �. AGGREGATE BASE - REFER TO JOINTOTHERWISE RECOMMEND BY PROJECT SOILS ENGINEER. FOR RISER HEIGHT BOARD SOILS REPORT IF APPLICABLE. 1" 2" ALL NAILS AND HARDWARE TO BE 4. CONCRETE PAVING - REFER TO PRE-GALVAN I ZED DESIGNED SMP 3. CONCRETE PAYING REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF DETAIL 'G', THIS SHEET SEE FINISH SCHEDULE 8. FINISH GRADE CONCRETE, AGGREGATE BASE AND RE I NFORG I NG STEEL 51 ZE AND SPEC I F I GATI ONS. 12 DIA. MIN. DRAWN 5. 1/2" RADIUS ON NOSE TSR q. COMPACTED 5UBGRADE - REFER OF TREADS �_ a ALL WOOD WORK IDENTIFIED AS PART OF THIS DETAIL CHECKED 4. I/4 RADIUS - ALL EDGES TO SOILS REPORT ALL CONCRETE WORK IDENTIFIED AS PART OF TH15 DETAIL a w PEACE SECTION SMP 6. CONCRETE PAVING - REFER TO a �_ w 15 NOT PART OF THE CITY TY OF PALM DE5ERT'S LANDSCAPE 5. 5/4" DEEP X 5/8" WIDE (MAX.) IS NOT PART OF THE CITY OF PALM DE5ERT'5 LANDSCAPE FIN15H SCHEDULE Q 111 - I I-O 'I DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DATE TOOLED SCORE JOINT WITH DEPARTMENT'5 INSPECTION AND APPROVAL PROCESS. „ 1. STEEL - REFER TO SOILS 7 1/4 RADIUS EDGES WHERE OCCURS SEE CONSTRUCTION PLAN REPORT as JOB N0.124454 8. COMPACTED SUB-GRADE Sonr�saConstDetails q. SUB-BASE MATERIAL - INSET 'A' SHEET NUMBER REFER TO SOILS REPORT SECTION ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL 1 - 1/2 11 - 11-011 15 NOT PART OF THE G I TY OF PALM DESERT'5 LANDSCAPE_ DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. (WHERE APPLICABLE. REFER TO PRECISE �I OF 12 SHEETS �( '�I �I I �I I I I �I I/�I FENCE �I /CAI �� I O I ..JOINT �GOR �I® I I °tT ® � � �� GRADING PLAN FOR STEP LOCATION.) �� TRI�G� ( ® I `t �' `FOOD I `�G 05-01-2007 I surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. 3. Posts, Plates and other at-grade connections to be Redwood, Western Red Surface must be continuously wet to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. owl G. Glean-Up 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and ill, strap ties - 'Simpson Strong Tie' or equal. Joist hangers and heavy angles - I. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. All SUMMERS/MURPHY dt PARTNERS, INC site. hardware material to be galvanized. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SURE 200 5. 5toln and point - as selected and shown on drawin s.- refer to finish schedule DANA POINT. CALIFORNIA ) 629 443 Not all finishes included in this specification sheet mau be included 11. BLOCK MASONRY p g (949) 443-1446 FAX (949) 443-1631 as art of the finishes indicated on the construction Iorr finish schedule p �� p Scope of Work - Provide all labor, materials, tools, equipment, transportation and but have been included for bid alternates indicated on finish schedule „ 6. Concrete - Glass A minimum 2,000 P51 at 25 days. or to provide min. specification for builders "option" offer to its buyers. necessary incidentals for the completion of all block masonry as shown on the y p p p y drawings, including but not limited to the following: �,NDSC,gP B. Rough Carpentry �F,� M, Murph Fq I. Set all posts, beams, rails and framin plumb and true to line as shown on 1. CONCRETE g A. Mr�teriatis � •,° the drawings. �, ,� �, Scope of work - Provide all labor, materials, tools, e uipment, transportation and I. Slump block units meeting grade A, A5TM C-cf0, concrete block units Grade � a° 0 necessary incidentals for the completion of all concrete flatwork as shown on the A, ASTM C-cfO. 2. Connections - make all connections as shown on the drawin s.5 lice lumber Signature drawings including but not limited to the following: at posts only. Utilize all nail and/or bolt holes for all hordwore 7-31-08 A. Materials 2. Cement - Standard Portland Cement ASTM designation 0-150 Type I or 11, * Renewal Date I. Cement - Standard Portland Cement, per designation 0-150 of the ASTM low alkali. 5. Ease / sand all top edges of exposed lumber for bench tops, low walls, etc., s� Date �P where surface contact is provided. ��F oFCAL�F�� Type II, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's 5. Sand - Glean, well graded ASTM designation G-144. Report for Recommendations. g g 4. Post base - set post column base as shown on drawin s providing These drawings and/or p din minimum g /o the p „ g p g 2. Aggregate - A5TM Specification 0-53 3/4" maximum size. Decorative 4. Water - Water used shall be of potable unlit . I clear all sides from finished post base to top of paving. accompanying specifications aggregates or ea rock as shown on drawin s. Fine natural sand well raded p q, y are the exclusive property of p g g 5. Countersink nails and bolts in all locations where surface contact is Summers/Murphy & Partners, conforming to A5TM 0-144. Refer to finish schedule on construction plans. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars A5TM provided, i.e., bench top etc. Inc. and their use and publi- designation A-165. cation shall be restricted to the original site for which they 5. Water - Water used shall be of potable quality. 6. Concrete - Glass A concrete minimum 2,000 P51 at 25 days. G. 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 4. Steel - Reinforcing steel for decks and walks to be intermediate grade even surface. method, in whole or part, is deformed bars conformingto ASTM A-615 and/or Grade 40. Mesh ASTM 1. 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 G-2-10. Omit lime 2. Sand smooth all expo sed surfaces is specified as 545. permission from Summers/ A-4a6, size where shown on drawings. putty if plastic cement is used. Murphy & Partners, Inc. 5. Prime all painted surfaces with one coat primer. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoam as indicated 5. Grout - by volume freshly prepared, uniformly mixed I part cement, 5 parts on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. 6. Control Joints - Saw out joint 1/4 of slab thickness. Hand tooled score joints B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. 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 other. Horizontal join?s shall be level. Headers and corner units to show D. Protection and Cleanup 7. Gold Joints - Butt type, butt type with dowels. Screed key joint as indicated finished faces where exposed. Joints and bond pattern to be as shown on I. Protect all existing work from paint overspray. on the drawings. the drawings. 2. Upon completion of work, remove all scrap wood, debris, materials and Z Z 5. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, G. Reinforcing tools from site. N Glass A5, self leveling or multi-part polyurethane construction sealant b I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels g p p y y for wa I Is and columns to be some, size as Nall reinforcing. Refer to V. Metal Work 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 °G and necessary incidentals for completion of all metal work where shown on the W cf. Curing Material - Hunts process MD-TC. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the following: Q 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 indicated on the drawin s. g E. Grouting of Masonry I. Steel tubing in sizes shown on the drawings A5TM designation 500 and/or QQaaQQ 10. Color Conditioned Concrete - 'Chromix' admixtures for integral colored I. Grout all cells with vertical steel solid as shown on the drawings. hand forged, cold rolled wrought iron in sizes as shown on the drawings. concrete by L.M. Scofield Company. 2. Grout all cells below grade solid. 2 Refer to construction detailsfors 'speciift" hordwaree spocfications. duty. 11. Dust-On Color - 'Lithochrome' color hardener by L.M. Scofield Company. 5. Provide minimum 5/4" between steel reinforcing and blocks. 3. Concrete - Glass A concrete minimum 2,000 P51 at 25 days and/or 12. Surface Retardant - 'Lithotex' top surface retarder as menufactured by 'For-Rock' as shown on the drawings. F. Wee holes L.M. Scofield Company, or 5ika surface retardant or Rugesol as I. Open joint weep holes at 32" O.G. maximum on bottom course of retaining4. Paint - Zinc Chromate rimer, 'Rustoleum' finish surface coats or a ual. manufactured by 51ka Corporation. walls with I cubic foot gravel if shown on drawin s or approved drainage 'Metalizin ' or galvanizing or owder coating if shown on the drawin s. system per Structural Engineer's specifications. g pp g g g g p g g B. Subgrade B. Fabrication and Installation I. Grade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints I. Contractor shall make all measurement for fabrication in field prior to subgrades prior to pouring of concrete. I. Provide vertical expansion joints in wall per local code and Structural starting work. 2. Gut all footings in undisturbed or compacted soil. Engineer's specifications. 2. Horizontal bars to taper with grade or step with grade as shown on the H. Water roof in 3. Place sand or a re ate base as directed in the sites specific eotechnical p g drawin s. Vertical bars to be lumb. g g p g I. Water roof all retaining walls below grade with asphalt emulsion, 2 coats. g p Q report and instal ation recommendations. Contractor to obtain a certified p g g p copy from the general contractor or owner. C. Welding ccG. Forms I. Gleaning I. Welding to comply with the requirements of standard code for ARC and 0 W 1. Clean all masonrywork remove all mortar stains. I. Use only finished lumber. Set all forms true to grade and position. gas welding. Q > 00 TM 2. Upon completion of work, remove all mortar droppings, debris, materials and 2. Weld to onl clean, rust-free surface. O TG 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. y 0 N O release agents. 5. All welds to be continuous and free of cracks, craters and porosity. Tack 0 N 111. BRICK MASONRY welds not acceptable. Z Q D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and - (� r I. Place expansion joints in concrete at intersection of concrete and fixed necessary incidentals for the completion of all brick or stone masonry as shown on 4. Grind smooth all exposed welds, match adjoining surfaces. O ) LLI M structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: -J C _ LU the drawings. 5. Plug all open ends and tops, and weld. Z U Z A. Materials D. Painting 3 Q to cc Cv 2. Place control point in concrete not to exceed a horizontal spacing as I. Brick or stone conformingto ASTM A-62 grade MN as shown on the drawin s. g O � specified by a soils engineer. g g I. Prime all metal work with one coat Zinc Chromate primer. 2. Cement - Standard Portland Cement ASTM designation 0-150 Type 1I 111 or 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown co 5. Place construction joints in concrete where casting on concrete is to be V low alkali single brand throughout. Refer to Boils Engineer's report for on the drawin s. Paint to be 4 mils minimum dry thickness each. Z g g g g p y stopped and subsequent casting is to be started. recommendations. 5. Prime and paint per above, all field weld 5 E. Concrete s. a 1. Glass A concrete shall contain not less than 5 sacks of cementer cubic yard 3. Sand - Glean, well graded ASTM designation C-144. W p E. Protection and Cleanup and be proportioned to attain a minimum cylinder strength of 2,500 P51 in I. Protect all existing work from paint overspray. a 25 days. Compressive strengths are to be determined in accordance with 4. Water - Water used shall be of potable quality. U ASTM 0-3cf. The slump shall not exceed 4". Refer to the site specific soil 2. Obtain Fire permit where required for on-site welding. Q Cl)report for site specific concrete mix specifications and steel reinforcement. 5. Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM Q - � designation A-165. 3. Upon completion of work remove all scra iron debris materials and Z 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in tools from site. p XZ accordance with the requirement of Standard Specifications for ready mixed b. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, � 0 LL concrete ASTM G-q4. /2 part lime putty, 3 parts sand, conforming to ASTM G 210. Omit lime putty Z _ if plastic cement is used. O Q W F. Concrete Finishing V I. 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, co Q edge to remove all irregularities. Float to a smooth surface, steel trowel, 5 parts sand or I part cement, 5 parts sand and 2 parts pea gravel. and edge to an even hard surface. Score as indicated on drawings. Use a no Z w B. Laying of Brick ui O manila hemp bristle broom. Brush markings on slab in uniform fashion perpendicular I. Lay all masonry straight and true to line with brick vertical joints plumb over CONTRACTOR QUALIFICATION NOTE: CO) 2 to form edges and across width of walk / drive or as shown on the plan view drawings. each other. Horizontal points shall be level. Headers and corner units to show ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-27 J W 2 A finished faces where exposed. Joints and bond pattern to be as shown on ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-5 Q 0 0 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with the drawings. ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2c[ 3' 1` V straight edge to remove all irregularities. Float to a smooth surface, steel C. Reinforcing co trowel and edge to on even hard surface. Score as indicated on drawings. • 00 J p Hand broadcast rock salt in even distribution and tam in. Wash off concrete I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels = CO) Q p for walls and columns to be some size as wall reinforcing. Contractor to NOTE: Cr) ( Z with enough pressure to dissolve rock salt after concrete has set. obtain Structural En ineer's details and specifications for all steel sizes * LL Q and locations. Copygo be provided to contractor from owner. ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS Z O - J 5. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. PART OF THESE SPECIFICATIONS ARE NOT PART OF THE CITY OF PALM uV, () W Screed with straight edge to remove all irregularities. Float to a smooth D. Gutting of Masonry g g g DESERTS LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL Q � surface, steel trowel and edge to an even hard surface. Apply surface I. Use masonry saw for brick cuts unless specified otherwise. Bricks out less 0 � O g pp y than 1/2 length shall not be used. Stone to be cut with chisel and hammer. PROCESS. C1. U retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Grouting of Masonry IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL Reveal aggregate by using water jet and coarse fiber brush to remove 1. Grout core walls solid as shown on the drawings. APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE SHEET DESCRIPTION retardant paste from surface, washing thoroughly until surface is clean and PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER minimum 3/4 exposure is complete and uniform. 2. Provide minimum between stee-f mum of 2-I/2 g reinforcing and brick.rout space between double brick walls. Provide DEPARTMENT'S JURISDICTION. CONSTRUCTION 4. Hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid. SPECIFICATIONS Screed with straight edge to remove all irregularities. Float to a smooth H. WaterprooNn 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 Boils Engineer. depth below concrete surface. I. Gleaning and Sealing DESIGNED SMP 5. Stomped Concrete - Tam fresh concrete with heavymetal rid. Screed I. Glean a y all masonry work. Remove all mortar stains. Remove alkali with solution DRAWN 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 SMP Apply color hardener Lithochrome on the drawings. CHECKED by L.M. Scofield by the dry shake SMP 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 more shakes and float after each shake. Trowel only after final floating tools from site. 03.19.07 while concrete is still plastic using imprinting tools to make pattern as JOB NO. shown on the drawings. Apply color curing compound 'Lithochrome' color IV. CARPENTRY 124454 wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, equipment, transportation and CAD FILE 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, Sonrisa-Consts ec texturing the concrete. Color curing compound may be optional, as including but not limited to the following: SHEET NUMBER indicated on the drawings. A. Materials 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, straight edge to remove all irregularities. Float to a smooth surface steel stroi ht, sound, free from marks, in head knots, soppockets, slivers, and g g gg p trowel and edge to an even hard surface. Prior to set, lightly sponge chec�Cs. Select grade or better where shown on the drawings. LS �i CIONSTRUC,710N 5FE:(f-/ 1F1 (f,,AT10N5 OF 12 SHEETS 05-01-2007 UTILITY 51'M50L LEGEND STUB-OUT LOCATION; ® TYPICAL A/C LOCATION KEY MAP "^"" TRANSFORMER (ABOVE GROUND) REFER TO NOTE 'B' RIGHT I',Rblli" CONTROLLER LOCATION; POINT OF CONNECTION, � ;;',",", I PRIMARY PULLBOX (FLUSH) .,, k �,J, REFER TO NOTE 'C' RIGHT REFER TO NOTE 'A' RIGHT r MK:d MAILBOX ,'� ��,�:: �� ST % l .1 1 '9� SUMMERS/MURPHY do PARTNERS, INC 0 1-1"X50" ELECTRICAL BOX (FLUSH) /. .. LANDSCAPE ARCHITECTS �� ,� A O R 34197 COAST HIGHWAY, SUITE 200 o I'1"X30" TELEPHONE BOX (FLUSH) I �C�/�/Ch, DANA POINT, CALIFORNIA 92629 949 443-1446\ rr / FAX 949 443-1631 11 11 l - �� ( ) 4.. 4r o a xa GABLE TV. BOX (ABOVE 6ROU ) n ABO ND I NrN, »::. 1 ® o IRRIGATION CONTROLLER / POWER PED. �� O o . CO� FIRE HYDRANT I ! ITI } I r I '9 q P : :: : : ; 2"' PAS E0 GUSTO 2" � . ' '.. ,,� � WATER METER �_ , _ �X/ G�,• Murphy ti�� : :; .. . , :::: 1 2 S 2I .. �(�J L I�iC I ,� .-'� 1" 106E 1" 122E i/ YARD DRAIN ® w Qo o'o, 6 $ \� i Signature RA e 6 TE INLET / NL I. 360E 1" 7 931-08 9 7 — — — — Q ® BUBBLER BOX \ # Renewal Date _ ......... .............. _.... .. .......... r -------- .. .___.. .. ., ?" ......... 1 / J' Date _ " 34 _ 4 ;_.. ,� 1 / �/ _ _ . -——- DRAIN PIPE � ,y /4' TF 0 F 0� o - 11 4 2: 11 / »: 1.odd do - FLOW LINE a — tj� .. :I """ , �:;_�. , __ These drawings and/or the 3/4" 2' • IIIOV. BOLLARD LIGHT " 1 accompanying specifications ;::; 3/4 3/4 , N - TH15 PLAN REFLECTS RECOMMENDED 1" 1r Summ1\ arehers/Murplhy &r Partners,opert of LIGHT FIXTURE LOCATIONS ONLY THE r I S FRANK SINATRA i Inc. and their use and publi- 2 /.....t,:: OWNER SHALL HAVE THEIR ELECTRICAL : :.::::: ENGINEER RECOMMEND ACTUAL F � cation shall be restricted to the NOT TO SGAL� F'ROJGT original site for which they ELECTRIC ENGINEER SHALL BE RESPONSIBLE FOR ALL ELEGTRIGAL �' DESIGN AS NEEDED TO MEET THE CITY OF were prepared. Re-use, repro- SALES TRAILER r- ct PALM DESERT'S LIGHTING ORDINANCE. LOGATI ON duction or publication by any � i f� t::,i�*:-:.::: ; � 3/4" 24�C6Q' method, in whole or part, is 1- 3 4" prohibited except by written ALL LI&HTIN& SHALL BE APPROVED BY �: / :.� THE CITY OF PALM DESERT PLANNING permission from Summers/ f+E,fittYARTR. :: 1" 1" 1. r r I. 11,;\ Murphy & Partners, Inc. ... " : ! 12 6 AR�N F .., 1 3/4 3/4 1 F Y a DEPARTMENT PRIOR TO INSTALLATION 1. " 4r 1 r ;3/ I 14 5 It1/4 3/4r 3 4» Q r 7 2 __\ , r l 844E 1" 1 L 1 .. . 3/4" 1°; \_Lj I I �: ; i, .: 4 11....�,�Z' :: � �' ...... 11 I � - .... 1" 34� 1 r, 3/4� (q I 3/4 11/4 1. ,1';. CC I 'l G r 11/4 1 " Z Z FALLOW AREA r r 3:41. FALLOW AREA O 2 MQDEL�AR':YARLy /4.... 1 3 4" 3 3 4" O�fr}I$A,pL AN : / _ % . 1" / 206E 1" " _ _ TEMPORARY MODEL PARKING / FALLOWme 1 C 3/;4; : ; : LOT AREA AND LANDSCAPE SHALL BE: 3 4r REMOVED AT MODEL BUILD-OUT AND w._ I; ~ r .. .. / : . 3 4 .. / 11 CONVERTED TO A ARD PRODUCTION Q : , : . ...._ ......... ...... . 0STAND UNIT ;c0 I;. A GON1(ERSION PLAN SHALL BE SUBMITTED zIm .? 4. ' Px ` . ._ . .. 3/4" 111: FOR CITY OF PALM DESERT APPROVAL AT _ � ,,.3 A LATER DATE (ALL AREA5 ON TH15 PLA ) «:: /; : _ PARKING E ..:. : Lml .� . . ____ ..._ , E MODEl AFAR YARD : t , T�'Af F:E6.'P LOT THIS i'Li4F, I- E If (, ;.. _ _ I , �.: Iq ... : : Fmm sr, I : .j �' : __ a ;: I Ei I. . .:. ..... 2 l 4 . : , . ,�.,- Ar ,ii Z < _ _ , / /4r ... 3 I,... o a- UI- � . IY mftlb 3 r ...:-. : is .,... Fr� .. - -.:- . . _. +:::£lb.�'c l' 1xYzy�f' MOIL'F2EAR YARb. N ?Y " :..;: : >I :4. e:.:I " `.. t..: / �r� 1. a -- PART OFT 15 A „ H - .. ...;. . . , / / . .. : .. : , J E l / I' y I� ;,t €r y.. r f , ` : -.. - / � � i ': .. .. .. - I . , :, r r : , , / I cc / i' r '�eo��:� / ..E.. ��,;',,,.��'_ -��'. :::.. '. : ,.... ;.. p.i E i ...E.._� ' .. _ r' . , ,: ,. a:' ,:.. - , / :e / T N 'O T'f?Y SIRE 'T APE:fi'''A �. ,, REFER � /. N3 :'' /' ,�.,. .��Jr.�x�,�.�''xr�� Yz�r`�a,�r'Y� »I%z�. .a�I"I . Gam. II : : : r �� -- . / / / . PRE 1�L7 B r / - , . / .� .. : : , ::REF TO.iNTRY S ETSGJ41 PLANS. /' / TRH / ' �- . s ,. PA E GUSTO .. .. .. , ............ .............. ,7.117'T.77n' Y727R 7'Y`7]JY.Y<, ...:YJ7Y.Y,IT.'X'7JIIIJ�....... YYJJY,iZk` .. ___ _.. , X "I ;YE ... , ' :,��:::< � , , �� , . �x�i�,I,,�.�:, "�,��:��:��::,:: � "" 1, r - , I . ..��!��::� - - - � , 2 ��--"'. ,��>:�� .. .:;��., t F r..-;; ,' r dli ,.:;� . : i: �O "I I .. I 1r N , I PA S0 CORAZON ��,� ',..�._�,,,,�> ��>:: ,:.. ..: ..., , I .�<; �, .. bi�� , .f.. I /1. 'I, :' .: ',, .: .. E I'll ....., " . :i , / � :::< ::: ,*;... .." ! '\'II,, E � .:,::.. 1, ::>::::� .,� ><11 11>., ,' J /.. Q i ,, '.:1 ..... .. "., I - /,, .. , .,. '** .. ,:. - , . U) X , ��: �x: ..�,` ...".., ), 1, . :.... .. / , "I .. .. .. .. :. :.. :>? , :. i � � :, , :� . : ;�; 1. :' N o " ' _.. ......__.... ......_ ,.....: a: /� ..... _- .. ei � : �; : / \ / .1 I:;,::::.:..!*......... - - ....... .... .. � d r/1 21 i. T i l� : � _1 w `� **' / ..: 1 " i " , �� , �,,;, _. ; r : ,.... /... ...... ::< / Q '': Qom, .... I , �_ ... #� r ..... I...-.1 �... I Z �'. w J : . f� i C� �1 �� W W M _._ , /' ... .....................�_.�...._ .. ... -_ _ .. C� E./ PAS O DEL CORAZON NOTE A: . , __ 1. : X. : POINT OF CONNECTION 10 SHALL BE A 1" DOMESTIC WATER METER WITH A 11/2 O SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE ® AREA SERVED BY METER #10 FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE co DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED Z ® LANDSCAPE IRRIGATION WATER METER - 1"W/ 1-1/2" SERVICE LINE IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION Z LOCATED AT 12+19.5 PASEO GUSTO RD. CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE a Maximum Design Meter Flow Rates: RESPONSIBILITY OF THE CONTRACTOR. TOTAL AREA=40,881 Sq. Ft. (0.94 Acres) 3/4" = 23gpm (40gpm per Planted Acre)x(0.94 Acres) = 37gpm 1" = 37gpm STATIC WATER PRESSURE 90 PSI W Meter flow rates for 1" Meter= 24-37gpm 1-1/2" = 80gpm DESIGN WATER PRESSURE 59 PSI a 2" = 120gpm MAXIMUM SYSTEM DEMAND 15 GPM 0 CITY OF PALM DESERT RESIDUAL WATER PRESSURE 31 PSI Q CO rA SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #10 ¢ Zo WATER CONSERVATION STATEMENTNOTE B: CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AT THE LIMITS OF � � Z ��S WORK FOR FUTURE ADJACENT IRRIGATION CONNECTION. CONTRACTOR SHALL it O :5 ROUTE A MIN. OF (2) TWO COMMON WIRES AND (35)THIRTY-FIVE CONTROL WIRES LL _ THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE FROM THE CONTROLLER TO THE LIMITS OF WORK AND SHALL INSTALL SAID WIRES Z J Q PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. WITHIN A ROUND GREEN PLASTIC PULL-BOX FOR FUTURE SYSTEM CONNECTION. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER CONTRACTOR SHALL VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FIELD WITH OWNER'S 0 It AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR T USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE O O STARTING WORK. . Q ~ Z REQUIREMENTS. NOTE C: I it W O CONTROLLER SHALL BE A WEATHERTRAK MOD. #"WTPR02-42-CHA-RI"42 STATION INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL co 2 LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH J cLc CERTIFICATE ❑F PR❑JECT C❑MPLETION OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. Q Q c Project Name_________________ Parcel Map or Tract No<�_________________ 30. 0 NOTE D: (�l� Project Location: MAINLINE A J j E AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. � ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND = M Q 0 Maximum Water Allowance:___________________________________________ N OTE: A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. M U. Z (In hundred cubic feet) N 0 TREES SHALL B E PLANTED WITHIN � U. a Estimated Total Annual Water Use: NOTE E: �- Z V 0 W C. V. W. D. EASEMENTS OR RIGHT- OF WAYS. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, b a Q (in hundred cubic feet) ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES � Q ------------------------------------------------ 03SA16BB07 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT O 0. � . O Preliminary Project Documentation Submitted: (initials indicates submittal) NOTE: sweeney + associates IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. W I) � 0 2 IRRIGATION DESIGN AND CONSULTING ----- CONTRACTOR SHALL IDENTIFY AND NOTIFY 38730 Sky Canyon Drive,Suite C NOTE: 1. Grading design plan California _____2, Landsca a desi n lan LANDSCAPE ARCHITECT OF Murrieta,CA 92563 ANY CHANGES TO THE APPROVED PLAN MUST BE SHEET DESCRIPTION P 9 P 951.461.6830 p-951.461.6850 f ALL UTILITY CONFLICTS PRIOR TO email@sweeneyassoc.com SUBMITTED IN WRITING TO THE CITY OF PALM IRRIGATION -----3. Irrigation design plan www.sweeneyassoc.com DESERT FOR APPROVAL PRIOR TO INSTALLATION INSTALLATION ITT i1� PAW �/ Murrieta,California-Austin,Texas' Ft.Lauderdale, Florida PLAN -----4. Irrigation schedules CITY II V� ��•l�r /A5�77 Post installation Inspection: (initiats indicate completion) owis ir® � T ony oF These plans have been reviewed by the Coachella Valley Water District in accordance -----A. Plants installed as specified �� IG•m� � • STATEMENT OF WATER CONSERVATION `N A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DESIGNED S&A -----B, Irrigation systems instatteol as designed NO TREES SHALL BE PLANTED WITHIN G.V.W.D. requiring efficient landscape and irrigation design in cooperation with the local DRAWN Please note the following principles of design utilized on this project directed specifically EASEMENT OR RIGHT-OF WAYS. q g p g g p S&A Comments as conserving water and improving the efficiency of the irrigation system: / s C governing agency (City or County). "Approval of this drawing by CVWD staff does not CONTRACTOR SHALL IDENTIFY AND NOTIFY T R � CHECKED Utilization of high-efficiency point source drip. LANDSCAPE ARCHITECT OF ALL UTILITY constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, S&A Irrigation zones separated by plant material types. GONFLIGT5 PRIOR TO INSTALLATION walls, and permanent structure of any bind may not be planted or installed in CVWD DATE A copy of this certification has been provided to Owner/Developer and District Irrigation zones separated by exposure and orientation. 03.19.07 and USBR easements or right-of-way without first obtaining an encroachment permit Utilization of controller with water budgeting feature. Comments�----------------------------------------------------- g g from CVWD. JOB NO. 124454 AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA CAD FILE ____________________________________________________________ LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM II I DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER It is my opinion that the work outlined above has been completed in substantial INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS rJG>�L I _ 2 0 accordance with Coachella Valley Water District and The City of Palm Desert's THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A Landscape and Irrigation Guidlines< MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD ------------------------------------------------------------------------------ HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN Landscape Architect Signature Date License No. NORTH CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR I P �i �� - -ill __ - - __ /01 O' 20' 40I 60' OF 12 SHEETS 05-01-2007 City of Palm Desert IRRIGATION MATERIAL LEGEND (HOA) Water Calculation Chart SYMBOL MANUFACT. MODEL NO. DESCRIPTION GPM PSI PATTERN DETAIL IRRIGATION NOTES V HUNTER PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 TRICKLE A LANDSCAPE ARCH& PARTNERS, INC PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE 34197 COAST HIGHWAY, SUITE 200 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA DANA POINT, CALIFORNIA 92629 THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR Maximum WaterAllowance (MWA) EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE (949) 443-1446 FAX (949) 443.1631 PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. SIDES OF TREE TYPICAL. Input Zone > 5'-"' ?'>!!?` NOT SHOWN RAIN BIRD XERI BUG XB-10PC-1032, XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS 1.0 2.0 GALLON PER HOUR SEE PLANT 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE " ''"'" COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY ( ) B k,� �NMurpA APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED hc�,�+GN`' '°hl �'P0 TO THE OWNER'S REPRESENTATIVE. Square Footage Calculations 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 B q y cs a G 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. Tree & Shrub Square foot 13070 Q TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3!4" P V C FLUSH MANIFOLD LINE, INSTALL FLUSH C Signature Turf Square foot 0 VALVE INSIDE A SEPARATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18 FROM 7-31-08 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN Total Square foot Cobble/Boulder 0 PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. * Renewal Date BEFORE BEGINNING WORK. Total Waterfeature Square footage 0 Total Landscape Square f 13070 ® P.O.C. 1" DOMESTIC WATER METER WITH 1-1/2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD N/A d'l Date 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO ® C.V.W.D. 1" BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT F OF CAL1F N/A BE INSTALLED WITHIN PLANTING AREAS. Zone No. Eta Water Adj. Total Conversion Factors Total These drawings and/or the Factor Sq. ft. 0.62 748 MWA ® RAIN BIRD 100-EFB-CP SERIES BRASS MASTER VALVE - 1" - NORMALLY CLOSED. 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN D accompanying specifications1 57.01 0.5 0 0.62 748 0 THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. are the exclusive property of ® DATA INDUSTRIAL 220P 2 66.82 0.5 SERIES TEE FLOW EN R - 0 0.62 748 0 S SO FOR IRRIGATION HIGH FLOW SHUT-OFF T- ANY S U OFF 1" SIZE. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY E Summers/Murphy & Partners, WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED 3a 75 0.5 0 0.62 7481 0 Inc. and their use and publi- NECESSARY BY THE OWNER. 3b 88 0.51 0 0.62 748 0 ►" WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F cation shall be restricted to the 4 1 93.9 0.5 13070 0.62 7481 508.62918 original site for which they 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE were prepared. Re-use, repro- RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE G duction or publication by any INSTALLATION. method, in whole or part, is RAIN BIRD 100-PEB-PRS-D (1") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H prohibited except by written 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE Estimated Water Use permission from Summers/ Murphy 8c Partners, Inc. TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. Total Number of plants 4 RAIN BIRD XCZ-100-PRF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I 75 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE SIZE OF WIRE Num ESS STEEL ber of plants by water use % of Total Landscape Square Footage J BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. 1 Low 221 0.465 6080.989 VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS- SIZE AND TYPE NOTED ON DRAWING. WHERE FEASIBLE SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 2 Low/Mod 50 0.105 1375.789 IS N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE 3 Mod 159' 0.335 4375.011 CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES 4 Mod / Hi 0 0.000 0.000 PACIFIC PLASTICS PVC PIPE 3/4" - 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE K WITHIN 18" OF HARDSCAPE. 5 High 0 0.000 0.000 6 Low Trees 11 ' 0.023 302.674 - - PACIFIC PLASTICS PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE K Z 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED 7 Low/Mod Tree 6 0.013 165.095 O EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER 8 Mod Trees 28 0.059 770A42 PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED L GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER 9 Mod/Hi Tree 0 0.000 0.000 PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SPECIFICATIONS. 10 High Trees 0 0.000 0.000 Total 475 NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L. APPROVED) K,L,M W NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS M Q SPANISH WALK SONRISA- MODEL COMPLEX SHRUBSNINES Q PLANT/EMITTER SCHEDULE ---VALVE NUMBER Q a<1<'< QPlant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: EMITTER EMITTER SpraylBublDrip 4 0.9. < 6081 1 Low Shrub 20 20 -G.P.M. BOTANICAL NAME ICOMMONNAME QUANTITY VOLUME Season Zonal Eto Rant Area Conversion Factors Estimated 1" 150E -QTY. OF EMITTERS (IN DRIP ZONES ONLY) LOW WATER USE SHRUBS Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use I Spring 20.69 0.2 6080.989 0.62 748 0.9 23.17 VALVE SIZE AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH Summer 57.29 0.2 6080.989 0.62 748 0.9 64.17 ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH Fall-Winter 15.97 0.2 6080.989 0.62 748 0.9 17.89 ALOE BARBADENSIS ALOE VERA 2 1.0 GPH TOTAL 105.23 DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: LAVANDULAANGUSTIFOLIA LAVENDER 2 1.0 GPH Spray/Bub/Drip 4 0.9 1375.789 2 Low/Mod Shrub PENSTEMON SUPERBUS SUPERB PENSTEMON 2 1.0 GPH Season Zonal Eta Rant Area Conversion Factors Estimated STIPA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use YUCCA BACCATA BANANA YUCCA 2 1.0 GPH Spring 20.69 0.35 1375.789 0.62 748 0.9 9.18 WATER CONSERVATION CONCEPT STATEMENT LOW/ MOD WATER USE SHRUBS Summer 57.29 0.35 1375.789 0.62 748 0.9 25.41 Fall-Winter 15.97 0.35 1375.789 0.62 748 0.9 7.08 AGAVE GEMINIFLORA TWIN FLOWER AGAVE 2 1.0 GPH TOTAL 41.661 Project Site: Spanish Walk Sonrisa Models Tract or Parcel Number: 33837 AGAVE DESMETTIANA AGAVE 2 1.0 GPH O Project Location: City of Palm Desert, California LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 2 1.0 GPH Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: It MODERATE WATER USE SHRUBS Spray/Bub/Drip 4 0.9 4375.011 3 Mod Shrub Landscape Architect/ Irrigation Designer/Contractor: Sweeney &Associates, Inc. �Season Zonal Etc Rant Area Conversion Factors Estimated Included in this project submittal package are: (Check to indicate completion) W O W CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 2 2.0 GPH Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use 0 > CALLISTEMON VIM INALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH Spring 20.69 0.5 4375.011 0.62 748 0.9 41.68 r CISTUS PURPUREUS ROCK ROSE 2 2.0 GPH Summer 57.29 0.5 4375.011 0.62 748 0.9 115.42 1. Maximum Annual Applied Water Allowance: (0 tV O LANTANA CAMARA VARS.'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH Fall-Winter 15.97 0.5 4375.011 0.62 748 0.9 32.17 Conventional Landscape: 5.08 100 cubic feet/year 0) LIRIOPE SPECIES TURF LILY 2 2.0 GPH ITOTAL I I 1 189.28 COACHELLA VALLEY WATER DISTRICT + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) N Maximum Annual Applied Water Allowance: 5.08 100 cubic feet/year Z Q r MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 2 2.0 GPH LANDSCAPE IRRIGATION WATER ANALYSIS - V r ROSMARINUS OFFICINALIS ROSEMARY 2 2.0 GPH TREES 2. Estimated Annual Applied Water Use by Hydrozone: O = PROJECT: Taylor Woodrow- Spanish Walk Turfgrass Hydrozones: 0 100 cubic feet/year 0) W CO LOW/MOD WATER USE VINES Plantllrri ation System T Tract#33837 W g y Type: Zone Irr. Eff. Area Seasonal Plant Factor: Recreational Turfgrass Landscape: 0 100 cubic feet/year Z 0.... Spray/Bub/Drip 4 0.9 302.674 6 Low Tree City of Palm Desert, California Very Low Plant Hydrozones: 0 100 cubic feet/year Z V 0) BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA 2 1.0 GPH Q v Season Zonal Eta Rant Area Conversion Factors Estimated Low Plant Hydrozones: 1.10 100 cubic feet/year ModelComplexLandscapePlans r cc (3)Low/Mod Plant Hydrozones: .467 100 cubic feet/year O Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Y Y I- MODERATE WATER USE VINES Spring 20.69 0.2 302.6737 0.62 748 0.9 1.15 Medium Plant Hydrozones: 2.23 100 cubic feet/year GELSEMIUM SEMPERVIRENS CAROLIANA JESSAMINE 2 2.0 GPH Summer 57.29 0.2 302.6737 0.62 748 0.9 3.19 Project ETo: 93.90 High Plant Hydrozones: 0 100 cubic feet/year co Fall-Winter 15.97 0.2 302.6737 0.62 748 0.9 0.89 Water Features: 0 100 cubic feet/year Z LONICERA JAPONICA 'HALLIANA' HALLS HONEYSUCKLE 2 2.0 GPH MAXIMUM APPLIED WATER ALLOWANCE: Other Not Applicable 100 cubic feet/year ROSA BANKSIAE LADY BANKS' ROSE 2 2.0 GPH TOTAL 5.24 (GALLONS PER YEAR) Estimated Annual Total Applied Water Use: 3.79 100 cubic feet/year PlantlIrri ation System Type: Zone Irr. Eff. Area MWA-(ETo)x(0.5)x(Total Sq. Ft.)x(62)/(748) EATA <g Y Yp Seasonal Plant Factor: 3. WU MAAWA Spray/Bub/Drip 4 0.9 165.095 7 Low ! Mod Tree W CITY OF PALM DESERT Season Zonal Eta Rant Area Conversion Factors Estimated 93.9 x 0.6 x 13,070 x 0.62 i 748 = 610 CCF 4. Landscape Design Plan a Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Q Spring 20.69 0.35 165.0947 0.62 748 0.9 1.10 5. Irrigation Design Plan V WATER CONSERVATION STATEMENT Su r 57.29 0.35 165.0947 os2 7a8 3.05 ESTIMATED AP PLIED WATER USED: a co (GALLONS PER YEAR) 6. Grading Design Plan Z 0 Fall-Winter 15.97 0.35 165.0947 0.62 748 0.9 0.85 � Z TOTAL 5.00 7. FC Z THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE Ewtr=(ETolx(Plant Factor;Kcxydrozonesq.Ft.ixc62�/r748� Soil Chemical Analysis (optional) O Irrigation Efficiency PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Description of Project: (Briefly describe the planning and design actions that are intended Z LL THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER Spray/Bub/Drip 4 0.9 770.442 8 Mod Tree to achieve consevation and efficiency in water use.): M Q Low Water Use Shrub Planting: Utilization of controller with water budgeting feature. W USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE Season zonal Eta Rant Area Conversion Factors Estimated 93.9 x 0.2 x 6,769 x 0.62 / 748 = 117 CCF Irrigation zones separated by plant material types. O ((Q Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use c REQUIREMENTS. 0.9 .,r Spring 20.69 0.5 770.4421 0.62 748 0.9 7.34 Date: Prepared by: Summer 57.29 0.5 770.4421 0.62 748 0.9 20.33 1 Z Mod WaterUse Shrub Planting: W 0 Fall-Winter 15.97 0.5 770.4421 0.62 748 0.9 5.67 93.9 x 0.5 x 5,063 x 0.62 / 748 = 219 CCF CERTIFICATE ❑F PROJECT COMPLETION TOTAL I I I I 133.33 0.9 co Project Name:_________________ Parcel Map or Tract No,:----------------- Estimated Water Use for Spring Months Low Water Tree Planting: NOTE: CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETo DATA. J W -March, April, May 83. Q 0 Project Location;__________________________________________________ (in hundred cubic feet) 93.9 x 0.2 x 386 x 0.62 / 748 = 7 CCF O M ' 0.9 Controller : A IRRIGATION CONTROLLER RUN TIMES v Maximum Water Allowance;___________________________________________ PLANT TYPE! SPRINKLER TYPE Eto AKe FOR RATE IE RUN TIME QUANTITY RUN TIME J f0 00 (In hundred cubic feet) Estimated Water Use for Summer Months -June, July, August 231.66 ModWaterUse Tree Planting: Days Per Week: 6 8.66 (HOURS) (HOURS) = CO Q Z In hundred cubic feet Shrub and Ground Covers: CL ( ) 93.9 x 0.5 x 853 x 0.62 748 = 37 CCF _ M Estimated Total Annual Water Use: 0 9 Drip 8 66 0.40 0.49 0.90 0.31 5 1.53 LL --------------------------------- (in hundred cubic feet) Estimated Water Use for Fall-Winter Months - Sept., Oct., Nov., Dec., Jan., Feb. 64.66 Trees: �j Z H O L (in hundred cubic feet) Bubbler Heads 8.66 0.80 3.00 0.90 0.10 4 0.40 Q Q f0 MAXIML7M APPLIED WATER ALLOWANCE: 610 CCF Preliminary Project Documentation Submitted (initials indicates submittal) CYCLES PER DAY:: 1 TOTAL NUMBER OF STATIONS: 9 0. O (in hundred cubic feet) •, � Total Estimated Water Use 379.74 TOTAL ESTIMATED WATER USE: 380 CCF TOTAL RUN TIME IN HOURS FOR DRIP 8� BUBBLERS ONLY. 1.93 CL V C 1, Grading design plan TOTAL RUN TIME IN HOURS: 1.93 (in hundred cubic feet) (in hundred cubicfeet) 2. Landscape design plan 03SA16BB07 SHEET DESCRIPTION 3, Irrigation design plan WATER PRESSURE CALCULATIONS Sweeney + associates WATER METER NUMBER 10 WATER METER SIZE 1" IRRIGATION DESIGN AND CONSULTING IRRIGATION 4. Irrigation schedules HYDRAULIC GRADE LINE (FT) N/A WATER METER ELEVATION (FT) N/A California ELEVATION DIFFERENCE (FT) N/A STATIC PRESSURE (PSI) 90 38730 Sky Canyon Drive,Suite C LEGEND Post installation Inspection, (initials Indicate completion) REMOTE CONTROL VALVE # 4 REMOTE CONTROL VALVE SIZE V. Murrieta,CA 92563 DOTE: 6830 461. p 951.461.6850 f R.C.V. DEMAND(GPM) 15 TOTAL DEMAND(GPM) '. 15 951. ANY CHANGES TO THE APPROVED PLAN MUST BE A. Plants installed as specified HIGHEST HEAD SERVED(FT) N/A STATIC PRESSURE AT HIGHEST HEAD N/A email@sweeneyassoc.com www.sweeneyassoc.corn SUBMITTED IN WRITING TO THE CITY OF PALM DESERT SIZE DESCRIPTION FLOW # PSI LOSS Murrieta,California Austin,Texas Ft. Lauderdale,Florida B, Irrigation systems installed as designed FOR APPROVAL PRIOR TO INSTALLATION DESIGNED S&A 11/2" SERVICE LINE(50 FT OF TYPE K COPPER) 15 1 0.5 PSI ------------------------------------- 1" WATER METER(DISC TYPE) 15 2 1.2 PSI Comments V. BACKFLOW PREVENTER (R/P TYPE) ! 15 3 12.0 PSI DRIP SYSTEM NOTES: DRAWN S&A These pans V. FILTRATION(WYE FILTER) 15 4 0.5 P51 Thl have been reviewed by the Coachella Valley Water District in accordance ____________________________________________________________ N/A PRESSURE REGULATOR(WILKINS 500HLR) N/A 5 N/A PSI ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE P T F CHECKED 1" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 15 6 4.5 PSI R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. S&A A copy of this certification has been provided to Owner/Developer and District 1" LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC MASTER CONTROL VALVE 15 7 1.2 PSI requiring efficient landscape and irrigation design in cooperation with the local DATE LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN governing agency (City or County). "Approval of this drawing b CVWD staff does not V. FLOW SENSOR 15 8 1.0 PSI i �� Comments._____________________________________________________ 2° ISOLATION VALVES (BALL TYPE) 15 9 1.5 PSI QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. s r Ric g g g Y ty h) pP g y 03.19.07 G/TT OF PALM .O 5ERT constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JOB NO. 2" 410 FEET OF MAINLINE: CL. 315 PVC 15 10 0.8 PSI INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT INSPECT/ON SCHEDULE NOTE walls and permanent structure of an kind may not be planted or installed in CVWD 124454 N/A FEET OF MAINLINE N/A 11 N/A PSI p y y p ------------------------------------------------------------ MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED 2" 4-90 DEGREE ELBOWS 15 12 0.1 PSI and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE It is m opinion that the work outlined above has been corn leted in substantial V. REMOTE CONTROL VALVE 15 13 2.4 PSI GRANITE SPECIFIED ON LANDSCAPE PLANS REFER TO THE TITLE SHEET FOR THE CITY OF y p p PALM DE5ERT'5 INSPECTION SCHEDULE. from CVWD. accordance with Coachella Valley Water District and The City of Palm Desert's 1o"i" LATERAL LINE LOSS 15 14 3.0 PSI SHEET NUMBER 20% FITTING LOSS IN ADDITION TO ELBOWS SHOWN 15 15 0.2 PSI CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS Landscape and Irrigation Guidlines. ( )N/A JELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND NO TREES SHALL BE PLANTED WITHIN DATE WATER MANAGEMENT SUPERVISOR 16 N/A PSI ______________________________________________________________________________ TOTAL SYSTEM PRESSURE LOSS (SUM OF#1 THRU #16) 17 28.9 PSI SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE EASEMENT OR RIGHT-OF WAY5. Landscape Architect Signature Date License No, PRESSURE REQUIRED AT HEAD 18 30.0 PSI PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT TOTAL PRESSURE REQUIRED(SUM OF#17 AND#18) 19 58.9 PSI QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO CONTRACTOR SHALL IDENTIFY AND NOTIFY MINIMIM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) 20 90.0 PSI BIDDING OR STARTING WORK. LANDSCAPE ARCHITECT OF ALL UTILITY CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 21 31.1 PSI CONFLICTS PRIOR TO INSTALLATION SET PRV OR MCV AT(#20 PLUS 10 PSI) 22 N/A PSI PRESSURE BOOST, IF REQUIRED(SET TO ACHIEVE 30 PSI RESIDUAL) 1 23 N/A PSI OF 12 SHEETS 05-01-2007 TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"II ONTO LID. EDGE. HEAT BRAND"MV"ONTO LID. HUNTER PCB 1/2" THREADED BUBBLER, SEE FLOW SENSOR, SEE LEGEND FOR SPECIFICATION MASTER VALVE CONTROL VALVE,SEE LEGEND FOR SPEC. TARO FCH-H-FIPT AUTOMATIC FLUSH LEGEND FOR SPECIFICATION 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY & PARTNERS, INC -�- ,� r— FINISHED GRADE IN SHRUB AREAS 13 FINISHED GRADE IN SHRUB AREAS PLASTIC ROUND TAN VALVE BOX, 6" a LANDSCAPE ARCHITECTS FINISHED GRADE 34197 COAST HIGHWAY, SUITE 200 4"MIN. SIZE, WITHIN D.G. HEAT BRAND "FV" _ _ _ _ _ _ _ DANA POINT CALIFORNIA 92629 4"MIN. ONTO LID. XERI-BUG DRIP EMITTER WITH THREADED SOIL —�� — I (949) 443-1446 FAX (949) 443-1631 II— —�II 24"WIRE LOOP — - — — — — - _ 24 WIRE LOOP '— f—FINISHED GRADE IN SHRUB AREAS INLET(SEE LEGEND FOR SPECIFICATION) II r_ I- PVC MAINLINE PIPE VALVE ID TAGS — — 2"I IN. — — FINISHED GRADE PER SPECIFICATION � JJJ —10 PIPE DIA ► FL _ 5 PIPE DIA ► B PVC SCH 40 FEMALE II �I II - 7mas TTT— — —I I � TRIPLE SWING JOINT ASSEMBLY �p,ND SCgp ADAPTER,2 REQUIRED — — — — — — F. MuPVC MAINLINE TO FLOW [ PVC SCH 80 CLOSE NIPPLE — — — SOIL 6, .& �9 y� 2"MIN. 2' MI II \�Q- G M Phy 'C' ° o ° SENSOR PIPE PER SPECS. — gyp° 0 — — cP ° ° III—III—III— III—III—III— w01 c� o �8 G o =1 I I=1 I I=1 =1 I I=1 I I=1 SCH 40 PVC SxSxT TEE FITTING X 88 ° BRICK SUPPORTS BRICK SUPPORTS —PVC LATERAL LINE PIPE LATERAL x SPRINKLER INLET SIZE FLEXIBLE RISER(RAIN BIRD PFRlFRA) Signature DEWITT PRO 5 WEED BARRIER 0 o TWELVE(12")LENGTH 7-31-08 LANDSCAPE FABRIC OR BRASS NIPPLE TYP. o o • o ° PVC FITTING(SxSxTTEE) LATERAL LINE, SEE SPECIFICATIONS Renewal Date �[ APPROVED EQUAL DEWITT PRO 5 WEED BARRIER ° o BRICK SUPPORTS SIZE: LATERAL x LATERAL x 1/2" FOR TYPE AND DEPTH REQUIRED 3/4"ROCK,2 CUBIC FT. LANDSCAPE FABRIC OR APPROVED EQUAL 3/4" ROCK, 1 CUBIC FT. T,9 Date TF OF CAL\F0� -f PVC LATERAL LINE PVC MAINLINE PIPE TO MASTER VALVE 3/4"ROCK,2 CUBIC FT. 12"BELOW FINISHED GRADE (NOT LESS THAN 10 PIPE DIAMETERS) PVC ELL SCH 80 SxT These drawings and/or the PER SPECS.AND PLAN. PVC MAINLINE PIPE FROM specifications NOTE: accompanying NOTE: BACKFLOW PER SPECS. LANDSCAPE FABRIC P INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS,WIRE TO NOTE: INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. are the exclusive property of IRRIGATION CONTROLLER. SECTION VIEW DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. Summers/Murphy & Partners, USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF NOT TO SCALE Inc. and their use and publi- OF THE FLOW SENSOR. THE MASTER VALVE ASSEMBLY. cation shall be restricted to the SECTION VIEW SECTION VIEW SECTION VIEW original site for which they NOT TO SCALE NOT TO SCALE SECTION VIEW NOT TO SCALE o were prepared. Re-use, repro- NOT TO SCALE 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 AUTOMATIC FLUSH VALVE B DRIP CONNECTION A BUBBLER ON RISER Murphy & Partners, Inc. STAINLESS STEEL TAN PLASTIC ROUND VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FLIP TOP LID,SHOWN DUAL HYDRAULIC PISTONS TAN PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. IN OPEN POSITION SUPPORT LID OPEN COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. HEAT BRAND"QCV"ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE CONTROLLER ENCLOSURE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. DIMENSIONS WHEN CLOSED: EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB BALL VALVE, SEE LEGEND FOR SPECIFICATION CONTROLLER 38"H x 16"W x 15.5"D CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX Z STAINLESS STEEL TERMINAL STRIP FOR 3 -�— FINISHED GRADE b Y - 11— 3" O 16"WIDE TOP-ENTRY REMOTE CONTROL VALVE _ — — FINISHED GRADE ' FINISHED GRADE IN SHRUB AREAS — — �— FINISHED GRADE IN SHRUB AREAS CONTROLLER ENCLOSURE WIRE CONNECTION IN SHRUB AREAS III--III=I q MIN. 1=I I 1=III IN SHRUB AREAS 4"MIN. _ _ _ NEMA 3R RAINPROOF RATED _ _ STAINLESS STEEL, U.L. LISTED, III—) I I— _ _ W _ _-I PRESSURE =III=III- 'III=III= III—I I i= I—III—III III—III- 4" MIN. I=III—I i PREDRILLED, REMOVABLE REGULATING WYE III=I I— ! l � 24"WIRE LOOP —III—)I I III =III=III III=III= =11 I—I I 11=1 11= III—I I I ° III— QUICK COUPLER VALVE BACKBOARD. REMOVABLE FRONT _ _ R.C.V. _ _ ly _ FILTER, MOD. # PRF —I I1=1 I I1=1I I— SEE LEGEND FOR SPEC. 1(— PANEL NOT SHOWN VALVE ID TAG �-- ! III—III= —III I INSTALLEDEM PART OF LATERAL—► GALV. PUNCH LOC (2 11 F �5'W �-- PRESSURE SUPPLY LINE Q VALVE ASSEMBLY. PVC S x T ELL SCH 80 PVC BRASS NIPPLE(LENGTH AS REQ.) 2" MIN DEPTH AS PER SPECS. 0 aaaANPOWER SWITCH REFER TO LEGEND FOR $ BRICK SUPPORTS Q�o.O o PVC MALE ADAPTER .. MORE INFORMATIONFEMALE 2"MIN. CONTROL VALVE o o• go D RECEPTACLE FLOW - SCH80 VC P $� SCH 40 PVC RISER � ° oop 'O oTO DRIP MAINLINE 8BRASS TRIPLE SWING JOINT(SIZE PER QCV) Z*U8 BRICK SUPPORTS ° SYSTEM BRICK SUPPORTS, USE TWO STREET ELLS,ONE NIPPLE(6 MIN. FINISHED- PREFORMED ALUMINIUM PAD GRADE — 4 REQUIRED LENGTH),AND ONE THREADED ELL FOR ASSEMBLY STRONGBOX QUICKPAD SCH. 80 NIPPLE TYP. MAINLINE,SEE SPECS. BRASS NIPPLE FILL BASE OF I= ENCLOSURE MOUNTING PAD 0 0 °• • O SCH 80 PVC SLIP TEE QUICKPAD WITH i= 8 WITH PREFORMED ALUMINIUM °o o � o #4 x 36"REBAR STAKE DEWITT PRO 5 WEED BARRIER MAINLINE FITTING LANDSCAPE FABRIC OR PEA GRAVEL TO I—) �° ° �y I PAD, PLASTIC BASE AND ALLo��o� g APPROVED EQUAL TOP OF BASE UNIT - I i a STAINLESS STEEL HARDWARE DEWITT PRO 5 WEED BARRIER 3/4"CRUSHED GRAVEL LANDSCAPE FABRIC OR 3/4" ROCK, 2 CUBIC FT. COMPACTED TWO CUBIC FEET NOTE: APPROVED EQUAL SITE SOIL DEWITT PRO 5 WEED BARRIER BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE BRICK SUPPORTS LANDSCAPE FABRIC OR DEWITT PRO 5 WEED BARRIER 3/4"ROCK, 1 CUBIC FT. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. 3" PVC CONDUIT/SWEEP FOR APPROVED EQUAL LANDSCAPE FABRIC OR 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES 3/4"ROCK, 2 CUBIC FT. APPROVED EQUAL NOTE: INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE SWEEP FOR ELECTRIC USE LON TAPE ON ALL THREADED FITTINGS TYPICAL. 5/8 DIA. x 8 COPPER INSTALLATION AT MAIN LINE DEPTH. SERVICE R 0 W/#1 D ROUND GROUND 0 G SECTION VIEW WIRE AND CLAMP SECTION VIEW SECTION VIEW SECTION VIEW SECTION VIEW NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE O J CONTROLLER AND ENCLOSURE I DRIP REMOTE CONTROL VALVE H it REMOTE CONTROL VALVE G) QUICK COUPLER VALVE F BALL VALVE 0 W O > � O ur CM C'3 (3) N LOW VOLTAGE WIRES, 3 MAXIMUM Z V r WIRES PASS THROUGH GROOVES IN — - ° c° ° a - PAVING — FINISH GRADE O M TUBE LID TO ALLOW LID TO CLOSE _ CLOSE TUBE LID AFTER WIRE CLEAN COMPACTED BACKFILL=III-I I—I .III=III- W J = Z •-► IS INSERTED INTO TUBE -III=III- _ _ SAND BACKFILL COMPACTED =III=I I=III=I Z V 0) TO THE DENSITY OF _ B Q —III-1 EXISTING SOIL III—III- III—III- O �- r _ .. -III—III- A _ LATERAL LINES =I I (=I '4 = = LATERAL LINES, SEE SPECS. POLY TUBE PRE-FILLED WITH =III—) I=I IN SCH 40 SLEEVE WATERPROOF GEL 'III=III- III=III' III—III—I I Aga = - CONTROL WIRES =) I I=III= 1-111-1_- CONTROL WIRES,SEE SPECS. Z CITY OF PALM DESERT LOCK TABS PREVENT WIRE REMOVAL =III—III— I=III—I IN SCH 40 SLEEVE ONCE CONNECTOR IS INSERTED _ -�•— UNDISTURBED SOIL UNDISTURBED SOIL =III=III= I=) I I=� -III—III=III III—I I (- _ PRESSURE MAINLINE,SEE id. _ _ — — — PRESSURE MAINLINE -I I MI I I—=I I I = SPECIFICATION SCOTCHLOK ELECTRICAL SPRING — — — — — = S WATER CONSERVATION STATEMENT -III-III- v VC VC VUJ CONNECTOR. WIRES SHALL BE I I (—III—I I D D D D III—III- IN SCH 40 SLEEVE =III=III— C C —III-I PRE-STRIPPED OF 1/2" OF THE -III—III—III—III—I I —III—III—I I (—III Q INSULATION PRIOR TO INSERTION — — — PVC SLEEVES TO BE THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE INTO THE CONNECTIOR. TWIST — I I=I I I= __ I=III=I TWICE THE DIAMETER —III=III=III=III=III=III=III—I I (=I () PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. CONNECTOR ONTO WIRES TO :III=III=III=I I (=III=III=I I (=III=III- OF THE PIPE OR WIRE Q Q co THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER SEAT FIRMLY. BUNDLE CARRIED. Z 13 USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE SCOTCHLOK CONNECTOR AND WIRES DIMENSION A B C D DIMENSION A B C Cn 1= Z INSERTED TO TUBE UNTIL THE REQUIREMENTS. CONNECTOR INSTALLED PASSES LOCK TABS 1/2" TO 4" IN SIZE 36" 24" 24" 4" INSTALLEDED I FOR PIPE N ROCK SOIL. 1/2 TO 2-1/2'IN SIZE 18" 12' 4 O U. NOTE: 3"TO 6"IN SIZE 24" 4" z J Q CERTIFICATE OF PROJECT C❑MPLETI❑N WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. �0 V UJ Project Name;_________________ Parcel Map or Tract No.;_________________ KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND VJ Q A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. Project Location:------------------------------------------ Z Lu 0 Maximum Water Allowance;___________________________________________ (In hundred cubic feet) J Q Q Estimated Total Annual Water Use; M WIRE CONNECTION L SLEEVE INSTALLATION K PIPE INSTALLATION ________________________________________________ (in hundred cubic feet) 0) M J 00 Q_ 0 M CLZ Preliminar Project Documentation Submitted' (initials indicates submittal) M Y J � � � Q 1. Grading design plan V z ~ O W P 9 P O a desi n plan 2. Lancisca V 0. Q a � o 3. Irrigation design plan Ind0 4. Irrigation schedules Post Installation Inspection: (initials Indicate completion) 02SA13BB07 SHEET DESCRIPTION A. Plants installed as specified sweeney + associates IRRIGATION DESIGN AND CONSULTING IRRIGATION B. Irrigation systems installed as designed California DETAILS 38730 Sky Canyon Drive,Suite C Murrieta, CA 92563 NOTE. Comments;_____________________________________________________ 951.461.68301 951.461.6850f ANY CHANGES TO THE APPROVED PLAN MUST BE email@sweeneyassoc.comSUBMITTED IN WRITING TO THE CITY OF PALM DESERT ------------------------------------------------------------ www.sween eyassoc.com Murrieta,California-Austin,Texas Ft.Lauderdale, Florida FOR APPROVAL PRIOR TO INSTALLATION DESIGNED S&A A copy of this certification has been provided to Owner/Developer and District Comments:----------------------------------------------------- P T � These plans have been reviewed by the Coachella Valley Water District in accordance DRAWN CHECKED S&A ____________________________________________________________ R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. S&A It is my opinion that the work outlined above has been completed in substantial requiring efficient landscape and irrigation design in cooperation with the local DATE accordance with Coachella Valley Water District and The City of Palm Desert's s T R I o governing agency (City or County). "Approval of this drawing by CVWD staff does not 03.19.07 Landscape and Irrigation Guidlines. G/TY OF PALM D 5ERT constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JOB NO. /NI5CT/ON SCHEDULE NOTE walls, and permanent structure of any kind may not be planted or installed in CVWD 124454 ------------------------------------------------------------------------------ and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE Landscape Architect Signature Date License No, REFER TO THE TITLE SHEET FOR THE OITY OF from CVWD. PALM DESERT'S INSPEOTION SCHEDULE. SHEET NUMBER NO TREES SHALL BE PLANTED WITHIN C.V.W.D. DATE WATER MANAGEMENT SUPERVISOR EASEMENT OR RIGHT-OF WAYS. CONTRACTOR SHALL IDENTIFY AND NOTIFY I D �l LANDSCAPE AROHITEOT OF ALL UTILITY CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR CONFLICTS PRIOR TO INSTALLATION OF 12 SHE 05-01-2007 SECTION 02810 B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic 2.10 Irrigation Heads 3.08 Valve Boxes mot pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. LANDSCAPE IRRIGATION A. Emitters shall be used as indicated on the drawings. A. Valve boxes shall be installed in shrub areas whenever possible. PART 1 - GENERAL 1.08 Cleanup and Disposal 1.01 Summary PART 3 - EXECUTION B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with J,I I A. Dispose of waste, trash, concrete, masonry and debris in accordance with applicable laws and ordinances and as prescribed by their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The 3.01 Site Conditions SUMMERS/MURPHY & PARTNERS, INC satisfactory to the Owner. Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to 3.09 Irrigation Heads LANDSCAPE ARCHITECTS do so by the City's authorized representative. A. Inspections: 34197 COAST HIGHWAY, SURE 200 B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the A. Emitters shall be installed as indicated on the drawings. DANA POINT, CALIFORNIA 92629 drawings, in these specifications, and as necessary to complete the contract. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish, concrete, masonry and debris which shall be 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the (949) 443-1446 FAX (949) 443-1631 disposed of off-site in a legal disposal area. point where this installation may properly commence. B. Spacing of Emitters shall not exceed maximum indicated on the drawings. 1.02 Construction Drawings 1.09 Completion 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. NDSCgp A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor referenced standards, and the manufacturer's recommendations. k �,, Murph1, Fq,Q shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing 3.10 Miscellaneous Equipment �v �G 4' Cy fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. agencies will inspect the work, and if not accepted,will prepare a fist of items to be completed by the Contractor. Punch list to be checked B. Discrepancies-. c1 �� ." The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. w q° � 0 off list to indicate that all punch list items have been completed. At the time of the post-maintenance period or final inspection the work will 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings Signature B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the be re-inspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing gs and as 7-31-08 specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown agencies. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. recommended by the manufacturer. Renewal Date on both. The Landscape Architect shall have final authority for clarification. B. The Owner's authorized representative shall have final authority on all portions of the work. C. Grades: 3.11 Flushing the System J'T� Date C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, TF OF CAl_l D A. Prior to installation of irrigation grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or C. After the system has been completed, the Contractor shall instruct Owners authorized representative in the operation and maintenance 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths igation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not of the irrigation system and shall furnish a complete set of operating and maintenance instructions. with respect to finish grade. These drawings and/or the performed, the Irrigation Contractor shall assume full responsibility for an revision necessary. B. Irrigation heads shall be installed after flushing the system has been completed.p 9 P Y Y rY 9 Y p accompanying specifications D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction 2. Final grades shall be accepted by the City of Palm Desert Public Works Inspector and Landscape Architect before work on this section are the exclusive property of 1.03 Quality Assurance by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, will be allowed to begin. 3.12 Adjusting the System Summers/Murphy & Partners, paving or other improvements of any kind as a result of the work. 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 who D. Field Measurements: A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. cation shall be restricted to the shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and 1.10 Guarantee original site for which they who shall direct all work performed under this section. 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall B. If it is determined by the Landscape Architect, Owner's authorized representative or City of Palm Desert that additional adjustments or were prepared. Re-use, repro- A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault coordinate the installation of all irrigation materials with all other work. nozzle changes will be required to provide proper coverage, all necessary changes or adjustments, as approved by the City of Palm duction or publication by any B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract of material and workmanship, including settling of backfilled areas below grade, for a period of one (1)year following the filing of the Desert shall be made prior to any planting. method, in whole or part, is furnish directions covering points not shown in the drawings and specifications. Notice of Completion. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under prohibited except by written this section. C. The entire system shall be operating properly before any planting operations commence. permission from Summers/ C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no Murphy & Partners, Inc. and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these additional expense to owner within ten (1 0) calendar days of receipt of written notice from Owner. When the nature of the repairs as 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these determined by the Owner constitute an emergency (i.e. broken pressure line)the Owner may proceed to make repairs at the Contractor's are caused by his operations or neglect. manufacturer. specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. E. Diagrammatic Intent: 3.13 Testing and Observation D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no C. Guarantee shall be submitted on Contractors own letterhead as follows: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by additional cost to Owner. offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with the Landscape Architect, Owner, and governing agencies. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM other work at no additional expense to Owner. E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California licensed We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and F. Layout: hours in advance, where and when the work is ready for testing. contractor is recommended. workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual Z abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of valves and automatic controller. C. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from O 1.04 Submittals Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing 1^ cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting - A. Materials List: event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. any planting. y> the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the demand. G. Water Supply: D. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. LU Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. 3.14 Maintenance Q PROJECT NAME: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual 0 2. The submittals shall include the following information: site conditions shall be made at no additional expense to Owner. PROJECT LOCATION: During the 90 day maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition Q Q Q Q a a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal H. Electrical Service: providing complete irrigation coverage to all intended plantings. number. CONTRACTOR NAME: ADDRESS: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions 3.15 Completion Cleaning b. An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. Hunter shall be made at no additional expense to Owner. Industries); the item model number(i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. TELEPHONE: Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not SIGNED: by others. submit parts lists, exploded diagrams, price lists or other extra information. DATE: 3.02 Trenching END OF SECTION d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified options and specified sizes shall be circled on the catalog cuts. A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation PART 2- MATERIALS shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class 2.01 Summary dimensions shall be considered below subgrade. or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. f. Submittal format requirements: furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. C. Provide minimum cover of 18 inches for control wires. 0 i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. 1 30 2.02 Pipe D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. O ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. CITY OF PALM DESERT A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. E. Provide minimum cover of 12 inches for non-pressure lines. /�qr iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. WATER CONSERVATION STATEMENT LQL B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance by the City of conforming to ASTM D1785. W Palm Desert. No changes without City approval. 3.03 Backfilling O 2.03 Metal Pipe and Fittings THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE Q cc TM 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the 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. PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. Q (V 0guarantee. A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER cm N B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of 1 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format B. Fittings shall be medium brass, screwed 125-pound class. the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE Ix Z Q T- described above. density equal to adjacent undisturbed soil and shall conform to adjacent grades. REQUIREMENTS. O = () I C. Copper pipe and fittings shall be Type "K" sweat soldered. B. Substitutions: C. Flooding trenches in lieu of tamping is not allowed. I:L J co L I 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation 2.04 Plastic Pipe and Fittings D. Under no circumstances shall truck wheels be used to comact backfill. Z r.0 Z CERTIFICATE OF PROJECT C❑MPLETIDN drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized P 0 5: 0)I representative for approval. No changes or substitutions without City approval. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Project Name:_________________ Parcel Map or Tract No.._________________ Q) 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. T _ v 2. Provide a written statement indicating the reason for making the substitution. Project Location;_________ B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or ASTM 3.04 Piping J _________________________________________ 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. D1785. 0) A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt Maximum Water Allowance.------------------------------------------- Z 4. Provide in writing the difference in installed price if the item is accepted. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet) and pavement. (In hundred cubic feet) shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Estimated Total Annual Water Use: 1.05 Existing Conditions Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and B. Cutting or breaking of existing pavement is not permitted. 0- ASTM D2466. A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for ------------------------------------------------ (in hundred cubic f eet) a electrical supply, and telephone line connection to the irrigation system. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. visual inspection and verification. Preliminary Project Documentation Submitted: (initials indicates submittal) (Q B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the D. Remove all dented and damaged pipe sections. _____1. Gradin desi n Lan Q ro ect prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect, Owner's authorized representative and manufacturer's recommendations. Cement shall be of a fluid consistent not el-like or ropy. Solvent cementing shall be in conformance g g p Q 2 Q P P p Y Y P P y' g pY g E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. Z City of Palm Desert prior to beginning construction. with ASTM D2564 and ASTM D2855. _____2. Landscape design plan 0 Z IIIIIIIIIIIIIIIIIII C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall F. Parallel lines shall not be installed directly over each other. O __3. Irrigation design plan CC :5 encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between be non-lead base Teflon paste, tape, or equal. --- �L such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's _-_--4, Irrig ation schedules J Q relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. 2.05 Valves recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before O W Q moving or handling and 24 hours curing time before filling. D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. A. Ball Valves Post installation Inspection, (initials indicate completion) co V CC ----- Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. A. Plants installed as specified I � Z 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. I. Centerload all plastic pipe prior to pressure testing. _____B. Irrigation systems installed as designed V W O 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. � 0 F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. Comments ----------------------------------------------------- W 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. K. For plastic-to-metal connections (for example: Detail "C" - Master Control Valve), work the metal connections first. Use a non-hardening Q o O G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to pipe dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with . M V ------------------------------------------------------------ his operations. C. Automatic Control Valves: plastic female adapters. H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings (see sheet IL-1). A copy of this certification has been provided to Owner/Developer and District ()O J05 Controller i T CV) Q notice, prior to turning off or modifying any existing irrigation system. 3. Comments. 0) M � Q 2. Automatic control valves shall be electrically operated. 0 1. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the 2.06 Valve Boxes installation. The electrical service shall be coordinated with this location. ------------------------------------------------------------ Z ~ O W existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. It is my opinion that the work outlined above has been completed in substantial W Q V B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. -+ Q a A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. accordance with Coachella Valley Water District and The City of Palm Desert's Q 1.o61nspections Landscape and Irrigation Guidlines. ad - 0 B. The valve box cover shall be tan color in decomposed granite and secured with a hidden latch mechanism or bolts. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. 0) � (, 2 A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of 3.06 Control Wiring -------------------------------------- thework and shall provide safe access for such visits. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. ________________________________________ p p g p Landscape Architect Signature Date License No, SHEET DESCRIPTION B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape 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 lines 03SA16BB07 Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the whenever possible. sweeney + associates Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is read for testing. E. The plastic irrigation valve box cover shall be an overlapping type. IRRIGATION DESIGN AND CONSULTING . p g g g Y g p g pp gyp B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be California IRRIGATION Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. secured to the mainline with tape at intervals of 20 feet. 38730 Sky canyon Drive,Suite c SPECIFICATIONS 2.07 Automatic Controller Murrieta, CA 92563 NOTE: C. Inspections will be required for the following at a minimum: C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. 951.461.6830 p-951.461.6850 f ANY CHANGES TO THE APPROVED PLAN MUST BE A. Automatic controller shall be of the manufacturer, size, and type indicated on the approved drawings. email@sweeneyassoc.com 1. System layout www.sweeneyassoc.com SUBMITTED IN WRITING TO THE CITY OF PALM DESERT B. Controller enclosure shall be of the manufacturer, size, and type indicated on the approved drawings. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be FOR APPROVAL PRIOR TO INSTALLATION DESIGNED o yp pp g provided at each remote control valve. Murrieta,California-Austin,Texas-Ft.Lauderdale, Florida S&A 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120/o of static water pressure, which ever is greater). Mainline pressure loss during test shall not exceed 2 PSI. 2.08 Electrical E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be DRAWN 3. Coverage test of irrigation system. Test shall be performed prior to any planting. A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. used without prior approval from Owner's authorized representative. P T E These plans have been reviewed by the Coachella Valley Water District in accordance CHECKED S&A 3.07 Valves R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. S&A 4. Final inspection prior to start of maintenance period B. All electrical work shall conform to local codes and ordinances. requiring efficient landscape and irrigation design in cooperation with the local DATE A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. /s c governing agency (City or County). "Approval of this drawing by CVWD staff does not 03.19.07 5. Final acceptance 2.09 Low Voltage Control Wiring q p Pp 9 T R i constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JOB NO. D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. B. Valve shall be installed in shrub areas whenever possible. CITY OF PALM VE5,ERT walls, and permanent structure of any kind may not be planted or installed in CVWD 124454 drawings must complete and up to date for each site visit. 1N5PEGT1ON 5CHECULE NOTE and USBR easements or right-of-way without first obtaining an encroachment permit C. Install all valves as indicated in the detail drawings. g Y g p CAD FILE B. Connections shall be of the manufacturer, size, and type as indicated on the drawings g from CVWD. E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a D. Valves to be installed in valve boxes shall be installed one valve per box. REFER TO THE TITLE SHEET FOR THE GIN OF SHEET NUMBER Owner. different color for each controller. These colors shall be noted on the"Record Drawings" plans located on controller door). PALM DESERT'S INSPECTION SCHEDULE. DATE WATER MANAGEMENT SUPERVISOR 1.07 Storage and Handling NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASEMENT OR RIGHT-OF WAYS. illllllllllllllllllll A. Contractor shall use all means necessary to protect irrigation system materials before, during, and after installation and to protect the CONTRACTO R SHALL IDENTIFY AND NOTIFY CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to C NTRACTOSCAPE ARCHITECT OF ALL UTILITY the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. CONFLICTS PRIOR TO INSTALLATION OF 12 SHEETS 05-01-2007 UT/L/7Y SYMBOL L-E&ENV ® TYPICAL A/C LOCATION KEY MAP TRAN5FORMER (ABOVE &ROUND) MrNMI(It PRIMARY FIULL50X (FLUSH) MIL 2X oi T MAILBOX ( 9 y �Q�'9T� LANDSCAPE ARCHITECTS PARTNERS, INC ` m 11"X50" ELECTRICAL BOX (r-LU5H) �� -_�-- -- - --�_-- --_�--�--_�— -_�-- -- - -f— - -- --- --� . h+'� A , �� R �� 34197 COAST HIGHWAY SUITE 200 \� 0 1'1"X50" TELEPHONE BOX (FLUSH) I � �*_ �C,�Cy DANA POINT, CALIFORNIA 92629 > . �� •� X> II II % I T � , � ,�� /C Gfi (949) 443.1446 FAX (949) 443.1631 + ,; � a XQ GABLE N. BOX (ABOVE GROUND) �/;' 0 19+57.64 19 PASEO GUSTO 18+00 %�': ,r tl ,� , _ r '�qi� ,o IRRIGATION CONTROLLER / POWER PED. �.4 � FIRE HYDRANT I 1 1 .f �t �� Q �p,NDSC,gp 1 +00 1 + Murph q - 2 1 3+0 � WATER METER .: _ - -, , �,� G N�• y 'Q�, I II I I I I I I 11 4 YARD DRAIN �,, ® GRATE / INLET Signature Q Uj 7-31-08 --—��-' --Alk ��- ��--- l ® BUBBLER BOX Renewal Date 3 t -K I Q I OE 6 OE 6 OE 6 �;.� J' / � ) � ) �� Date r \..._� DRAIN PIPE \� I 1 I I OE ��6) L•J L•J L°J � ` `\� ��1f1� gT�OF FO�\ - -� L_J I ♦. ,� % - FLOW LINE � CAL\ A- j • IIIOV. BOLLARD LIGHT These drawings and/or the -�LU THI5 PLAN REFLECTS RECOMMENDED accompanying specifications are the exclusive property of rC, ) I 4 LIGHT FIXTURE LOCATIONS ONLY. THE Summers/Murphy & Partners, OWNER SHALL HAVE THEIR ELECTRICAL Inc. and their use and publi- I O I OE �36) ' / FRANK SINATRA L J E I L„J SALES TRAILER oELo t � H tfll ENGINEER RECOMMEND ACTUAL FIXTURES. r- 24 X60 I ELECTRIC ENGINEER SHALL BE catoriginal sitesliteefor restricted they L RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT g y C.. 3 � DESI&N A5 NEEDED TO MEET THE CITY OF were prepared. Re-use, repro- - - TREES AITH DASHED Box - PALM DESERTS LIGHTING ORDINANCE. LOGATI ON duction or publication by any R Y ,Rb.. S PART WR (12') WR ((12') ' ARE TEMPORARY,AND I } method, in whole or part, is �) 74i15 f'LAiN r ` ,_ r WR 12') WILL BE REMOVED AT rohibited exce t b written L"J Ls; L . ALL LIGHTING SHALL BE APPROVED BY p p y MODEL BUILD-OUT. ' r - - L-J OE 6 ' CONTRACTOR TO INSTALL {I jj THE CITY OF PALM DESERT PLANNIN& permission from Summers/ L — — J ;� ) TEMPORARY TREES IN I DEPARTMENT PRIOR TO INSTALLATION. Murphy & Partners, Inc. °; I I L_J THEIR BOX 50 THEY CAN '1 BE TRANSPLANTED INTO '1 FUTURE PHASES. — I a I I I '' Ill ;1 I I IL' I LJ WR �12') WR �12' r- r- r- I ........ 1 p I I •I — 1 ' L—J L—J L—J OE,�. 6) FALLOW AREA a � FALLOW AREA I REAR Y CV(36 ' i Q ALL TREES TO BE LOW BRANCHING 5I NGLE TRUNK 6) NOT PART OF Q KT H� 6 I I 1 1 'ems AITH DASHED J O OR MULTI-BRANCHED AS NOTED. ALL TREES TO z IC)r Q .-THIS PLAN �„I BOX ARE TEMPORARY, \ / -- L_J AND WILL BE I G. Y .w.D. O TREES AITH DASHED BOX / BUILD-OUT.OVED EL PARKINC AT MODE TLOT AREA AND LANDSCAPESHALL O l W HAKE LOWER BRANCHES I N-TACT. NO GUYING, ARE TEMPORARY, AND �� CONTRACTOR TO OEr� 6) I _ �� TREE AC�.,E N T LIFTING OF CANOPY OR TOPPING OF TREES 15 G I TY OF WILL BE REMOVED AT (a � INSTALL TEMPORARY � L-J REMOVED AT MODEL BUILD-OUT AND � CD �MODEL BUILD-OUT. CONVERTED TO A STANDARD PRODUCTION 1 LEGEND PERMITTED WITHIN THE C 1 T`I' OF PALM DESERT. TOTAL CONTRACTOR TO INSTALL rL3 ) 5o THEY THEIR X UNIT. I +� PALM DESERT REGION-� TEMPORARY TREES AN — TRANSPLANTED INTO I A CONVERSION PLAN SHALL BE SUBMITTED THEIR Box LA THEY CAN PHASES. FOR CITY OF PALM DESERT APPROVAL AT ' �-� l SYMBOL DESCRIPTION SIZE QTY. WATER NEED WATER NEED Q BE TRANSPLANTED PHASES. To .# — A LATER DATE. (ALL AREAS ON THIS PLAN) I 1� j c > � F�, � PARKING �I "i Ill .�, oE�4}s) " I AS(36) ACACIA 5TENOPHYLLA 56" BOX LOW BRANCH 6 LOW / MOD 0.5 LOW 0.2 . -- AS(3 �, (�� LOT L_J � .... � _�� Q <<<<L<j< PART j rIs PLAN Q o tll SHOESTRING ACACIA L_J a i cv(36) GALL I STEMON 1/I M I NAL 15 56" BOX LOW BRANCH MOD 0.5 MOD O.�✓ _ �I� BOTTLEBRU5H TREE �Q i � I--._I � I _ J OEr j�6) TREES WITH DASHED BOX ARE TEMPORARY, AND WILL BE REMOVED AT ' `I1W;11� CH(36) GHAMAEROPS HUM I L 1 S 5(0" BOX MULTI-TRUNK 4 MOD 0.5 MOD 0.5 MODEL BUILD-OUT. �� CONTRACTOR To INSTALL I �� MED. EAN PALM t / P r � Ott TEMPORARY TREE5 IN f��-11 �� THEIR BOX 50 THEY CAN f BE TRANSPLANTED INTO V MODEL..READ YARD. NOT / (1 � FUTURE PHASES. i` (,�) FCUGOU I ERI A 5PLENDE:NS 15 CANES MIN. 10 LOW 0.2 LOW 0.2 PART OF TW15 PLAN - - - 1._ 5 TALL MIN. o--- -- -�---�--t-- —o -- --1 - - - - - - - - - - - - - - - - - - .. _..w_ . ..�,.,. ._, .. . ,. OCOTILLO I - - - - II OLEA EUROPAEA FRUITLESS I TLE55 56 BOX LOW BRANCH MOD 0.5 MOD 0.5 -- - FRUITLESS T E5 5 O I�/E "REUSE L L 5E FROM SALES S PRE\/- L EW CENTER " - - R T TR i� -1 REFS O N Y / STREETSCAPE PLANS I PREPARED B T Y 5WA PF 4 8 n O REFER T ENTRY T A ` A = ( ) F 0 E TR PEP - - -ST'REE SG PLANS - _ PARK I N50N I� FLORIDA -, i _ -- Q48 BOX LOW BRANCH I LOW 0.2 PREfi='a I _ LOW 0.2 RE17 'Y:SWA -- -- - -- --- ---- - BLUE PALO \/ERDE 0 CORA ON WR (12') WASH I NGTON I A ROBUSTA- H1'BR I D 12' B.T. (BARE ROOT) 6 HIGH 0.8 MOD 0.5 O � a MEXICAN FAN PALM SKINNED TRUNK 0 CM N O M O Z Q r O - ter C I TY OF W J = Z ^ PALM DESERT (V�l•U.G.O.L.S)- z I NES ALL \/INE5 TO BE STAKED TOTAL REGION-6 � Q oC oa SYMBOL DESCRIPTION SIZE OTY. WATER NEED V�IATER NEED + BOUGA I N\/I LLEA 'SAN D I EGO RED' 15 GAL. 2Q LOW / MOD 0.5 MOD 0.5 Z NOTE: BOUGAIN\/ILLEA g ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO GELSEMIUM SEMPER\/IRENS 15 GAL. 55 MOD 0.5 MOD 0.5 I L DEL I\/ER`I'. CONTRACTOR SHALL PRO\/I DE LANDSCAPE ARCHITECT WITH CAROL I ANA JESSAMINE W PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE LON I CERA JAPON I GA 'HALL I ANA' 15 GAL• 20 MOD 0.5 MOD 0.5 Q PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABO\/E 56" BOX HALLS HONEYSUCKLE C.� CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / ROSA BANK51 AE 15 GAL. 15 MOD 0.5 MOD 0.5 Q Q co II I� �I �- A A Z � SHRUBS 24 BOX AND UNDER, CONTRACTOR MAY SUBMIT A REPRESENTAT I\/E L D`r BANKS' ROSE Cn FC � Z PHOTOGRAPH. LANDSCAPE ARCHITECT RESER\/ES THE RIGHT TO REJECTO MATERIAL DEL I\/ERY TO THE 51 TE NOT PRE\/I OUSLY APPROVED, OR NOT Z LL J Q REPRESENTATIVE OF THE APPRO\/EII PHOTOGRAPHS. O Q W ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR M U IX EASURING POLE, AND FRAME GROUND CODER C!� � Q THE ENTIRE TREE / SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HE 1 GHT $ W I I )7H OF TREE / SHRUB. SYMBOL DESCR I PT 1 ON W O ONLY PLANTS W 1 TH 57RONG TRUNKS, GOOD BRANCH GONE I GURAT 1 ON AND INTACT Y � OWER BRANCHES WI BE AG II J W L LL ACCEPTED. 2 TH I GK LAYER � 2 (AFTER COMPACTION) DECOMPOSED II II Q O NO SYMBOL GRAN 1 TE. ALL SHRUB BEDS. NEW GAL I EORN I A GOLD ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD ANSI 500 I� o M V 5/8 MINUS NUS V�11 TH 11 /o FINES.NES. AVAILABLE BY KRC ROCK. 00 -J AND ARI ZONA NURSERY I SA STANDARDS. = M Q (160) �44-1056, www.krcrock.com M 9L Q REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPRO\/ALS• THE — * U. J C I T`I' OF PALM DESERT LANDSCAPE I NSFEG70R AND MANAGER RESERVES THE NOTE: � Z V W RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. NO TREES SHALL BE PLANTED WITHIN C.V.VN.D. EASEMENTS OR o a.Q a 0 RIGHT-OE WAYS. CO F- U 2 NOTE: CONTRACTOR SHALL I DENTI EY AND NOTI E`I' SHEET DESCRIPTION NOTE: LANDSCAPE ARCHITECT OF ALL UTILITY CONEL I CTS PRIOR TO INSTALLATION TREE VINE AND ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED G/TY OF PALM VE5ERT GROUND COVER THE CITY OF PALM DESERTS ''LOA WATER ORDINANCE" AND 1N5RECT/ON 5GHEVVLB NOTE' PLANTING PLAN FOLLOW THE MA I NTENANGE SCHEDULE I$ GUI DEL I NES REFER TO THE TITLE SHEET FOR THE CITY OF These Tans have been reviewed b the Coachella Valle Water District in accordance PALM DE5ERT'5 INSPECTION SCHEDULE. A T E p y y DESIGNED ESTABLISHED I N THE C I T`I' OF PALM DESERTS "DESERT FLORA II R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. JL MAINTENANCE GUIDE, CURRENT EDITION. requiring efficient landscape and irrigation design in cooperation with the local DRAWN JL o , s r R � � governing agency (City or County). Approval of this drawing by CVWD staff does not CHECKED constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JL walls, and permanent structure of any kind may not be planted or installed in CVWD DATE SOIL A1�ENDI�IENT NOTE and USBR easements or right-of-way without first obtaining an encroachment permit 03.19.07 from CVWD. JOB N0.124454 AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE CAD FILE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR SonrlsaMTREE REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY TH05E 501L DATE WATER W MANAGEMENT SUPERVISOR II I V SOR SHE ET EET NUMBER AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE SOIL TESTING LAB/ FACILITY. SC L E : I _ 2 A. CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR 01 20 40 60 I NORTH OF 12 SHEETS 05-01-2007 UT/L/TY SYMBOL LE6EN17 ® TYPICAL A/C LOCATION KEY MAP INANY TRANSFORMER (ABOVE &ROUND) p.,NMIINJ PRIMARY PULLBOX (FLUSH) 1; SD�ruuilux� ..� MIL 2N MAILBOX � , ;-; ,�`� SUMMERS/MURPHY do PARTNERS, INC 1'1"X50" ELECTRICAL BOX (FLUSH) f LANDSCAPE ARCHITECTS R 34197 COAST HIGHWAY, SUITE 200 o I'1"X50" TELEPHONE BOX (FLUSH) I �/r,k �C'j� C�, DANA POINT, CALIFORNIA 92629 (949) 443.1446 FAX (949) 443-1631 c X9 GABLE TV. BOX (ABOVE &ROUND) IRRIGATION CONTROLLER / POWER PED. fl i'tiil� � r '/ �,� /O O C01 FIRE HYDRANT I Y40 �PNMu SAP ---- ---, .- --- --- ----:, -- - -- - - - ---- -- -------:*--- -- --, -- ---�- WATER METER phyFq,A - - - - - LJ 1 P f ; FII r'�n J � YARD DRAIN � - � T 19+57.64 19 PASEO GUSTO 18+00 ® &RATE / INLET W Signature LL 7-31-08 ® BUBBLER BOX ~ Renewal Date 0 12+ 13+0 DRAIN PIPE s� Date P I I I I I I I y FLOW LINEILL �TF of CALVI III V A These drawings and/or the "'== • O BO LIGHT �1� LL RD accompanying specifications f I� � TH15 PLAN REFLECTS RECOMMENDED -- - y<.. __ / �1�, property " LIGHT FIXTURE LOCATIONS ONLY. THE are the exclusive of ex � OWNER SHALL HAVE THEIR ELECTRICAL Summers/Murphy & Partners, `-� = ENGINEER RECOMMEND ACTUAL FIXTURES. FRANK SINATRA Inc. and their use and publi- ® � cation shall be restricted to the ' X Xt - ELECTRIC ENGINEER SHALL BE RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT original site for which they DESIGN AS NEEDED TO MEET THE CITY OF e prepared. Re-use repro-} were I , p- PALM DE uction or publication b an X SERT'S LIGHTING ORDINANCE. LOCATION P Y Y d - ��. method, in whole or part, is w. X I �Q:: ALL LIGHTING SHALL BE APPROVED BY prohibited except by written THE CITY OF PALM DESERT PLANNING permission from Summers/ X SALES TRAILER I ' .. H DEPARTMENT PRIOR TO INSTALLATION. Murphy & Partners, Inc. X 24W60' �w a T X X AR PART OF X X X X _ n4t!� PLAN' - - I - X X wz 4. - X ' a . o ,. ° : X X X X I �W f 0 � 'U -35 / ACCENT AND CITY OF - � p p X X X X ,. X X X . X I � f 0 �C�T � T hI.U.G.O.L.S WW O[ 'l X Q C�ROUNDCO�ER LECSPEND TOTAL PALM DESERT REGION-6 0 X S`I'MROL DESCRIPTION S 1 ZE QTY. SPAC I NCB WATER NEED NATER NEED 6. FALLOW AREA G N P # �: FALLOW AREA I i Q ACALYPHA MONO5TACHYA 5 GAL. 15 3' O.G. LOW 0.2 NOT L 15TED W TMs+ ` I RASPBERRY FUZZ I ES Q _ o o p 01. TEMPORARY MODEL PARKING / FALLOW - I NA I5 GAL 6' O AGA\/E AMERICA .G. LOW 0.2 LOW 0.2 LOT AREA AND LANDSCAPE SHALL BE I � � W T X II I REMOVED AT MODEL BUILD-OUT AND GNTURY PUNT Q a Q<1<1< o u u CONVERTED TO A STANDARD PRODUCTION 1CD 1 X UNIT. I �z: f �� AC�A\/E GEM I N I FLORA 15 GAL. 4 O.G. LOW / MOD 0.5 LOW 0.2 T A CONVERSION PLAN SHALL BE SUBMITTEDQ TWIN FLOWER AGA\/E I - _ o FOR CITY OF PALM DESERT APPROVAL AT A LATER DATE. (ALL AREAS ON THI5 PLAN) I' 1� I ® AOA\/E DESMETTIANA 15 67AL. 4 4' O.G. LOW / MOD 0.5 LOW 0.2 PARKING ACGA\/E I I , ,-Pam Y L LOT ALOE BARBAIDEN515 15 GAL. 10 4' O.0 LOW 0.2 LOW 0.2 Y TH�S...PLAN � ; 1w ALOE \/ERA GALL I STEMON \/I MI NAL 15 'LITTLE JOHN' 5 GAL. 22 6' O.G. MOD 0.5 MOD 0.5 - � � DWARF WEEPING BOTTLE BRUSH CAE5ALP I N I A PULCHERRI MA 15 GAL. 10 8 O.G. MOD 0.5 MOD 0.5 �o 0 RED BIRD OE PARADISE G 15TU 5 PURPUREUS 5 GAL. 6 5 O I G .G. MOD 0.5 LOW 0.2 �. M01TEL REAR YARDNOT ' . I I : ORCHID � I� I I D ROGKR05E PART OF THIS PLAN - i DAcc 5Y I R N L O WHEE ERI L 15 GA 17 J, L 5 O.G. L OW 0.2 LOW 0.2 -- I 0 DESERT� SPOON O W _ - O - HESPERA OE PA \/I A L R E OR L- � 'TO- Y A 5 C7A- � 'REFER ENTR TREE PE T' ANS 4 r� TsG L L 5 4 O.G. L OW 0.2 L OW 0.2 X I � O T O PREPARED. �G PRE BY 5Wf4 I RED YU A I `j/ GG i TJ -, O R TO N N 8 T APE;REFS . E TRY./ TT�EE SC PANS 1 - - 1,. 1 -- I -- - - PREPf1RED O� O z CM LANTANA CAMARA \/AR5. 'NEW GOLD' 5 GAL. 16 6' O.G. MOD 0.5 MOD 0.5 Q NEW GOLD LANTANA ,! COR ON O = LA\/ANDULA ANGUSTI EOL I A 5 GAL. 52 2' O.G. LOW 0.2 MOD 0.5 J Va W co LAVENDER Z >- � Z � 3 Qv > � OLEUCOPH`rLLUM FRUTESCENS 15 GAL. 10 a O.G. LOW / MOD 0.5 LOW 0.2 O TEXAS RANGER © L I R I OPE SPECIES 5 GAL. Cl I '-6" O.G. MOD 0.5 MOD 0.5 co NOTE: TURF L I LY 01 ALL PUNT MATERIAL SHALL BE APPRO\/ED BY LANDSCAPE ARCHITECT PRIOR TO o MYRTU5 GOMMUNIS "GOMPACTA' 15 COAL. -1 410.0. MOD 0.5 MOD 0.5 a DELI\/ER1'. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH TRUE MYRTLE W PH0706RAPH5 AND SPEC I F I CAT I ON5 OF MATERIAL RECOMMENDED TO BE PENSTEMON SUPERBUS 5 COAL. ICI 3' O.G. LOW 0.2 LOW 0.2 Q PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" BOX, ® PEN57EMON 0 CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FORA TREES Q co SHRUB " X ALL /�� O R05MARI NU5 OFF I G I NAL I S TUSGAN BLUE 15 GAL. 21 6 O.G. MOD O.5 MOD 0.5 Q Z p S 24 BO AND UNDER, CONTRACTOR MAY 5UBM 1 T A REPRESENTATIVE ROSEMARY C/� � Z PHOTOGRAPH. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT NA55ELLA TEND I S51 MA � � O MATERIAL DELI VERY TO THE 51 TE NOT PREY I OUSL1' APPROVED OR NOT ® 5 GAL. 55 2 O.G. LOW 0.2 LOW 0.2 ILL. MEX I CAN FEATHER 6RA55 Z Q Q W REPRESENTATIVE OF THE APPROVED FH0706RAPH5. Uj ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME ® YUCCA BACCATA 15 GAL. 5 6' O.G. LOW 0.2 LOW 0.2 (n V Q THE ENT 1 RE TREE / SHRUB. SPECIFICATIONS SHALLAD A BANANA YUCCA DRESS CALIPER,I PER, HE i GHT � W11D7H OF TREE / SHRUB. W O ONLY PLANTS WITH STRONG 7RUNIG5, GOOD BRANCH OONF 16URAT 1 ON AND INTACT J � 0 LOWER BRANCHES WILL BE ACCEPTED. J 0 g ALL PLANT MATERIAL SHALL MEET THE AMER I CAN NUR5ER`I' STANDARD ANSI 500 M m Q AND AR I ZONA NURSER`I' I SA STANDAR DS. Q = Maz � Q REGARDLE55 OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THEU. -- J G I TY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE NOTE: � Z �V O W RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. NO TREES SHALL BE PLANTED WITHIN C.\�.W.D. EASEMENTS OR o CL Q a � _ O RIGHT OF WAYS. ad CO H a m NOTE: CONTRACTOR SHALL I DENT 1 FY AND NOT 1 F%' SHEET DESCRIPTION NOTE : LANDSCAPE ARCHITECT OF ALL UTILITY CONFL I GTS SHRUB ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED G/77' OF I=ALM VE5ERT PRIOR TO INSTALLATION PLANTING THE C 1 TY OF PALM DESERTS 'SLOW WATER ORDINANCE" AND INSPECT/0'N 5GHEZU-5 NOTE PLAN FOLLOW THE MAINTENANCE SCHEDULE $ CCU I DEL I NES REFER TO THE TITLE SHEET FOR THE CITY OF These Tans have been reviewed b the Coachella Valle Water District in accordance PALM Dr INSPECTION SCHEDULE. P Y y ESTABL I SHED IN THE CITY OF PALM DESERT'S "DESERT FLORA' A T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. DESIGNED JL MAINTENANCE GUIDE, CURRENT ED 1 T 1 ON. requiring efficient landscape and irrigation design in cooperation with the local DRAWN o governing agency (City or Count "Approval of this drawing b CVWD staff does not JL � s T R � c g g g Y � Y Y)• pp g Y CHECKED constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JL walls, and permanent structure of any kind may not be planted or installed in CVWD DATE SOIL AMENDMENT NOTE and USBR easements or right-of-way without first obtaining an encroachment permit 03.19.07 from CVWD. JOB N0.124454 AT THE CONCLUSION OF ROUGH GRAD I N6, AN A6RONOMI G SOILS ANALYSIS SHALL BE CAD FILE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR .FILE aMSHRUB REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL �� DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE 50I L TESTING LAB/ FAG I L I TY. SCALE : I 2 CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR PL� 2 /67 20' 40' 6O' NORTH OF 12 SHEETS 05-01-2007 b I PRE\/AILIN6 1. 'CINCH-TIE' BY V.I.T. CO. 1 2 WIND ---- ,� _ _.__.__,� (619) 673-1760 Stakes to be 2. LOD&EPOLE PINE STAKE 2 outside of rootball x 12' LONG FOR Ell ALL TREES. GUT OFF TOP OF 3 ) EXCESS STAKE TO MINIMIZE SUMMERS/MURPHY & PARTNERS, INC DAMAGE TO -TREE. LANDSCAPE ARCHITECTS /$ 3 U197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIF 92 3. 2" COMPACTED LAYER (949) 443-1446 FAXAX (9(9 449) 43-1631 DECOMPOSED GRANITE. REFER TO TREE PLANTING PLAN FOR SPECIFICATION. �ANoscgp TOP OF=I I BE AT F ROOT GROWN TO ��o N,, Murphy IN L GRADE- ti .� o ti _ ! 2 KEEP D.G. AWAY FROM- - w -- - - _ ` GROWN OF PLANT -� - _ - - -_ Signature 3 4. F I NAL GRADE Renewal Date = III- 6 4 5. 100% SITE NATI\/E BAGKFILL *�Hi ,9T F o� 5 X DIAMETER *REQUIRED BY C.V.W.D.* -III 7 5 6. PLANT PIT EXGA\/ATION �F cAUf OF ROOT BALL �. ROOTBALL These drawings and/or the 3 X DIAMETER REQUIRED BY CA\/.W.D. accompanying specifications I. TREE OR SHRUB - REFER TO PLAN FOR TYPE 4 LOCATION OF ROOT BALL 6 5. UNDISTURBED NATIVE are the exclusive property of 2. 2" LAYER AFTER COMPACTION OF DECOMPOSED GRANITE- I. SHRUB- REFER TO PLAN FOR TYPE $ LOCATION 5UB6RADE. Summers/Murphy & Partners, REFER TO TREE PLANTING PLAN FOR SPECIFICATION. - Inc. and their use and publi- TOP OF ROOT BALL TO BE AT FINAL GRADE. 2. 2" LAYER DECOMPOSED GRANITE AFTER COMPACTION- I NOTE: cation shall be restricted to the KEEP D.G. AWAY FROM REFER TO SHRUB PLANTING PLAN FOR SPECIFICATION. _ MIN. TWO TIES (TOP 4 BOTTOM) original site for which they - - were prepared. Re-use rep ro- GROWN OF PLANT TOP OF ROOT GROWN TO BE AT FINAL GRADE. - - REQUIRED. ductio or publication by any 3. FINAL GRADE 3. FINAL GRADE -I WRAP STAKE TO FORM method, in whole or part, is KEEP D.G. AWAY FROM prohibited except by written 4. 100% SITE NATIVE BAGKFILL GROWN OF PLANT = I - FIGURE EIGHT. NAIL W/ (1) permission from Summers/ 5. PLANT PIT EXCAVATION 4. 100% SITE NATIVE BAGKFILL 1= _ = GAL\/. NAIL THROUGH EACH Murphy & Partners, Inc. 3 TIMES THE SIZE OF THE ROOT BALL 5. PLANT PIT EXCAVATION- 3 TIMES _III 8 TIE INTO POLE. 6. ROOTBALL THE 51ZE OF THE ROOTBALL _ �. UNDISTURBED NATIVE SUBGRADE 6. ROOTBALL 8. EXISTING SLOPE 3 X DIAMETER � REQUIRED BY �. UNDISTURBED NATIVE SUBGRADE OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DESERTS CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. CITY OF PALM DESERT,5 CURRENT INSTALLATION CITY OF PALM DESERT,5 CURRENT INSTALLATION AND MAINTENANCE GUIDELINES. AND MAINTENANCE GUIDELINES. Revised March I, 2007 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments Revised March I, 200-1 per City of Palm Desert's Comments Z O SLOFE FLANTINC:2 (f, SHRUB FLANTINO ATREE STAKI NO ADD FLANTINO CC W 0 NOTES: <1<1<�<<I< ALL PALM TREES ARE TO BE ROW 3 O 0 0 O "BARE ROOT" AND MEET - 2 THE MINIMUM BROWN TRUNK SPECIFICATION AS 2 ROW 2 O o 3 INDICATED ON PLAN. w v I. 2" LAYER OF COMPACTED kn m O ROW I o O t- LU DECOMPOSED GRAN I TE- REFER 0. cV N TO TREE PLAN FOR SPECIFICATION w - 4 = O KEEP D.G. AWAY FROM IL GROWN OF PLANT 2. TOP OF ROOTBALL TO BE AT SAME ELEVATION AS - i- 1• 1/4" XI 1/2" STAINLESS STEEL EYE SCREW IN ~ 2 luj -I ! MASONRY LEAD ANCHOR SHIELDS ® DUG FROM FIELD. Q TO 2. 12 6A. GAL\/ANIZ�ED WIRE. SECURE \/INE � c 3 3. ROOT BALL I SHALL BE TIED Elu O N A MANNER THAT TA E 4 4• > 00 FINAL GRADE 3 15 JUST TIGHT ENOUGH TO HOLD VINE AND (Y O SECTION DOES NOT CONSTRICT GROWTH. 0 cvI O 5. AREA NATI\/E SAND BAGKFILL O O _ I -O 3. FUTURE EYE SCREWS = 5 PIT TO BE 3 TIMES CD N _ 4. ANGLE BACK TRUNK OF \/I NE TO WALL = L = THE SIZE OF THE ROOT BALL Z 0 AND REMOVE STAKE, SECURE PLANT TO WIRE (b. UNDISTURBED NATI\/E SUBGRADE J W W ch I. LANDSCAPE BOULDER - 5. MASONRY WALL Z ON GON REFER �RUGTION LAYOUTEPLANS NOTE: I I i 6 O a O FOR 5 GALLON VINE, INSTALL ROW5 I AND 2. - I ~ ... 2. FINAL GRADE FOR 15 GALLON \/I NE, INSTALL ROW5 1, 2, AND 3. I I C* 3. C10961 COMPACTED SUBGRADE 3 X DIAMETER REQUIRED BY G.V.W.D. Z THIS DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS. OF ROOT BALL Revised March I, 200-1 per City of Palm Desert's Comments AT BUILDING WALL5; REFER TO SEPARATE a :5 VINE TRELLIS DETAIL ON THIS SHEET. ALL PLANT INSTALLATION SHALL MEET THE IL G I TY OF PALM DE5ERT'5 CURRENT INSTALLATION BALL VINES TO BE STAKED AND MA I NTENANGE GUI DEL I NES. IL Revised March I, 2007 per City of Palm Desert's Comments C) Revised March I, 2007 per City of Palm Desert's Comments Q Q co BOULDER IN LAN1:;)5GAFE D VINE ATTACHMENT B FALM FLANT 1 NO CO itZ- CC O :5 Z U. J Q 6 -O MAX. 6-0" MAX. Q V W (CAN BE I PANT-L) Co I � Z WIDTH VARIES LLI O SEE CONSTRUCTION PLAN 2 Jco W 2 Q 0O s C9 o 3 OD 2 , _ CO (LZ 4 Cn * La Z VFW W III- I11=11IIII-II I-III-III-III_ III=III=III=IIIIII=III-III- I - SHEET DESCRIPTION - =1 I I I I ° I I=1 I I I I I=1 I =1 I=1 11 1 11=11 I ° 1 I 1 I -1 I I 1 I 1 I=1 I I-II I 16 =1 HI I1= U � I 11=1 11=1 11=111=1 11=111=111= °U ' I I I=1 11=1 11=1 I I-1 11=1 1=1 1= 111- 8 III= II -1 I I I 1=1 11=1 11=1 I-1 11=1 11=1 1=1 I I a I I-1 11=1 I-1 1 11 11=1 11=1 I I-1 I ° a a I I-' PLANTING ° lII-III-III-III-III-III-III -III-IIIIII-III-IIIIII-III = - -� �_� �_ � � �_ ► - - -III 111-1I1=1I I-1I1-1I1-1I1=1I1-1I1-1I1-1I -1 I -1I11 I1=1 I1=1I I-1I1=1I11I I-III-1I - DETAILS 4 12" PIA. SECTION/ELE\/ATION VIEW These plans have been reviewed by the Coachella Valley Water District in accordance DESIGNED 3 SCALE: I/2" = 1'-0" A T F R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. SMP cJ- EC,71 ON I requiring efficient landscape and irrigation design in cooperation with the local DRAWN SMP NOT TO SCALE LEGEND / S T R G governing agency (City or County). "Approval of this drawing by CVWD staff does not CHECKED I. BALL FINIAL 4. 5/4" DIA X 3" L 2 constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SMP DOWEL walls, and permanent structure of any kind may not be planted or installed in CVWD DATE and USBR easements or right-of-way without first obtaining an encroachment permit 03.19.07 1. LANDSCAPE BOULDER, TYP. (SEE 3. clO% COMPACTED SUBGRADE 2. 4x4 POSTS - PVG/VINYL 5 - - _ = g y g p JOB NO. OR TUBULAR STEEL, SET 5. DRILL I/2" DIA. from CVWD. 124454 FINISH SCHEDULE) 4. REFER TO GRADING PLAN IN GONGRETE FOOTING HOLE THROUGH POST 3 CAD FILE 2. 6 MIN. LAYER DECORATIVE ROOK FOR DRAIN LOCATIONS DATE WATER MANAGEMENT SUPERVISOR SonrisaPlntngDetails 3. HEAVY 12 GAUGE WIRE - 6. FINISH GRADE 4 SHEET NUMBER (SEE FINISH SCHEDULE ON THE WRAP AROUND a SECURE CONSTRUCTION LAYOUT PLANS) TO DOWEL. PULL WIR E -7. CONCRETE FOOTING Revised March 1, 2007 per City of Palm Desert's Comments TAUGHT THROUGH DRILLED DETAIL CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR p y HOLE 8. COMPACTED SUBGRADE SCALE: .2 - 1 '-0" H STREAM BE:D W I TH III R OF 12 SHEETS �i B O�J J..�D� � � VINE I �� TRELLIS J,.� I � @ B l� I >I�.�D I I �t 05-01-2007 i. GENERAL / GRADING $ DRAINAGE 4. Compaction - Compaction by tamping shall not be done in layers exceeding A. Contractual Relationship eight inches in loose depth with each layer thoroughly compacted between. In the performance of this contract, Contractor shall hold Landscape Architect G. Glean-Up and Testing 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 II. GENERAL NOTES I. GENERAL SITE PLANNING or in connection with, contractors, employees, or it's agent's negligence, omissions, propper f low and water tightness. The owner's site construction manager shall errors. verlfy installation and obtain civil engineer certification. AT THE CONCLUSION OF ROUGH 6RADIN6, AN AGRONOMIC 501L5 ANALYSIS SHALL BE A. Glean-Up SUMMERS/MURPHY & PARTNERS. INC PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW LANDSCAPE ARCHITECTS 2 The 1 1n systems shall I be flushed and cleaned prior to connecting t0 AND APPROVAL. THE IN5TALLIN6 CONTRACTOR SHALL INSTALL ONLY TH05E 501L 34197 COAST HIGHWAY, SUITE 200 . B. Errors or Conflicts p p g y p g AMENDMENTS AND FERTILIZER5 AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE 1. After all installation Operations have been completed, remove all DANA POINT, CALIFORNIA 92629 If any errors or conflicts are discovered in the plans or notes, they shall be existing drain line, catch basin or storm drain systems. SPECIALIST. rubbish (949) 443.1446 FAX (949) 443-1631 , excess soil, empty plant containers and trash from the site daily. brought to the attention of the Landscape Architect to issue clarification. 3. Upon completion of work, remove debris, tools and surplus material from site. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in A. Weed Control for all planting Areas. Dsc C. Additions, p g broom-clean condition at the end of each workin day. Hose down all o �'. APF Deviations and Alterations g y• ��, �,, Murphy q� paved areas including walks and patios, upon completion of all work No deviations or alterations from the plans and specifications will be permitted �- o ti I. Remove all existing weeds from site. and each working day. �; oG unless authorized by the Owner or the Landscape Architect. Should deviation g a from plans and notes become necessary due to conflicting site conditions, Owner, B. Maintenance Signature Landscape Architect and City of Palm Desert shall approve in advance any such 7-31-08 such deviation. No additional work will be authorized without the express written 2. Install irrigation. * Renewal Date I. The Contractor shall maintain during installation a sufficient number of s authorization from the Owner. workers and ode uate a ui ment to perform the work herein specified. q. q, p p T p � all maintenance work shall meet or exceed the the City of Palm Desert's FoFCAL1`r� D. Interpretation 3. A State of California Licensed pest control applicator shall apply "Low water ordinance"; and follow the maintenance schedule $ guidelines These drawings and/or the The Contractor shall comply with the obvious intent and meaning of these plans systemic weed killer to all planting areas. established in the City of Palm Desert's "Desert Flora" accompanying specifications and specifications which shall be construed to include all labor, material, tools Maintenance Guide, current edition. are the exclusive property of Summers/Murphy & Partners, and equipment necessary to complete the work specified herein in a B. Soil Preparation $ Finish Grading Inc. and their use and publi- workmonlike manner in strict accordance with plans and notes. Should any cation shall be restricted to the uestions arise as to the intent and Interpretation of these plans and notes, I. Rough grade: Site to be received b Landscape Contractor to within 2. After all work has been completed, inspected and accepted, all areas original site for which they will be maintained for period of ninety (cl0) calendar clays or as Ion as were prepared. Re use, repro Contractor shall refer to Owner and Landscape Architect whose decision 1/10 foot plus or minus by owner based upon Civil Engineers grading plan. p y y g duction or publication by any determined b the Landscape Architect to establish thriving trees vines � shrubs. thereon shall be final. y p g � method, in whole or part, is 2. Finish grade: Finish grading to consist of grading, raking and hand work prohibited except by written necessary to achieve desired contour and flow line patterns, based permission from Summers/ E. Observation and Rejection of Materials and Workmanship y p 3. Keep all areas weed-free, adequately watered and neat Murphy & Partners, Inc. upon Civil Engineer's plans, resulting in even) finished surfaces free of ' p g p g y All materials and workmanshi furnished or performed b Contractor shall be for the ninety (ct0) dayperiod. Remove all debris from site and keep p p y debris and litter. p subject to final observation and acceptance by Owner and Landscape Architect the entire site broom-clean. upon completion of all contract work whether previously paid for or not. At any 3. Shape mounds as shown on the tree/ planting plans. and all times during the performance of this contract, Contractor shall make Contractor to import soil necessary to attain design grades and berms. 4. Damage to any planted area shall be repaired immediately. Depressions available for observation, test and approval, materials and workmanship. Failure All import soil shall be free of weeds, debris, and shall be caused by vehicles or foot traffic shall be filled with native soil, leveled of such observers to make observation, tests or approvals shall not prejudice similar to existing site soils in texture, type and chemical analysis. and replanted. Exterminate gophers, moles and repair damage. the right of Landscape Architect or Owner on final observation. Contractor Decomposed granite shall be replaced as needed. shall promptly replace any and all material, workmanship and equipment which Finish grading shall be free of depressions or high spots, to provide does not conform to the lans and notes. All materials used on this contract smooth and even surfaces for proper drainage. Final grade shall be Z p I" below walk/top of curb. Remove from the site all stones over 2" in 5. The project shall be so cared for that a neat, clean condition will be 0 shall be new and the best marked quality unless specified otherwise. size. presented at all times to the satisfaction of the Owner and Landscape F. Samples 4. To dress all shrub areas with a 2" lager of decomposed granite after compaction Architect. The Landscape Contractor shall be expected to make a When so required by the Owner or Landscape Architect, Contractor shall submit Refer to the "Tree Planting Plans" for material specification. minimum of one weekly visit for maintenance purposes. LU for approval samples of the various materials, and specify finish thereon. 0 (6. The Contractor shall request a final site visit seven (1) days prior to the j G. Local Codes end of the maintenance period. This request shall be written and aQaQaQ All construction shall conform to all local building codes and ordinances. It is C. Planting directed to the Owner and the Landscape Architect. Upon written Contractor's responsibility to verify all codes prior to commencing work. acceptance of the project, the Contractor shall be relieved of any — Plant trees, vines and shrubs as called for where indicated on further maintenance. H. Utilities Planting Plans and as detailed on Planting Detail sheet. Contractor shall be responsible for verifying the location of all underground C. Guarantee utilities, electric cables, conduits, sprinkler lines and all utility lines prior to any Plant substitutions are not permitted. Any modification or substitution construction. to these plans shall be approved by the City of Palm Desert prior to execution. All plant installations shall be guaranteed to live and grow to a period of I. Removal of Debris and Glean-Up Stake only (those trees that need it) as detailed on Planting Detail Sheet. ninety (QO) days after installation and acceptance by the Owner.Trees shall be guaranteed for one year. Any material that fails to grow Contractor shall thoroughly clean and keep free of debris and waste material through the specified maintenance and guarantee period shall be replaced entire construction area to the satisfaction of the Owner and City of Palm Desert. by the Contractor at no cost to the Owner. J. General r The general conditions and any special conditions that Owner may require shall ID. Observation O apply w ith the some force and effect as though written in full herein for all I. Observation visits specified herein shall be made by the Landscape construction sections. Architect or his representative. The Contractor shall request Q II. SITE EXCAVATION AND ROUGH GRADING observation at least two (Z working days in advance of the time that the O W Scope of Work - Provide all labor, materials, tools, equipment, transportation and D. Plant Purchases observation is requested. ' GO p O ioC �p necessary incidentals for the completion of all clearing, stripping, excavating, 2. Observation visits are suggested for the following parts of the work: Q N O backfilling, grading and related work as shown on the drawings, including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE 0) O limited to the followin ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE Z CV g� a. Upon completion of grading and soil conditioning prior to planting. � Z Q r LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS A. Protection of all curbs, walks, walls, structures and other existing work which is OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE b. When trees are spotted for planting, but before plantingholes are 62 O � " 0)to remain. CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR excavated. w � � Z *..4 SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / Z () 0) SHRUBS 24 BOX AND UNDER CONTRACTOR MAY SUBMIT T A � Q V B. Clearing and stripping site of brush, debris and other foreign materials as - c. Written acceptance of the project to release the Contractor from O LO It0) outlined in the drawings. "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT further maintenance shall occur after Final Observation with the Owner T — v RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE or his representative at the end Of the maintenance period. G. Excavation for all foundations and footings to the dimension and depth shown on NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE CO) g p Z APPROVED PHOTOGRAPHS. the drawings. Bottoms of excavations shall be smooth and level. All loose NOTE: Z5 material shall be removed therefrom. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER 0_ APPROVALS; THE G I TY OF PALM DESERT LANDSCAPE INSPECTOR REFER TO THE TITLE SHEET OF THIS PACKAGE FOR THE G I TY OF PALM D. Subgrades shall be watered and compacted to a relative compaction of 1596/. RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. DESERTS LANDSCAPE INSPECTION SCHEDULE. a Q E. Subgrades under all paving shall be true to grade and cross section, hard, V uniform and smooth prior to placement of base material. E. Verification of Dimensions Q Q a Za F. Backfilling of all excavations and trenches after placement of foundations, walls, I. All scaled dimensions are approximate. Before proceeding with any work, o Z the Contractor shall carefully check and verify all dimensions and walks, utilities, etc., as outlined on the drawings. Compaction of backf i I I shall be LL E. Plant Deliveries quantities, and shall immediately notify the Landscape Architect of any Z in acceptance with Engineers specifications. discrepancy between the drawings and/or specifications and actual O Q W I. The contractor shall coordinate plant deliveries with the Landscape conditions. No work shall be done in any area where there is such a () at p p G. Grading of areas Indicated in the drawings Including bringing existing grades to Architect. The contractor shall provide minimum 72 hour advance notice of discrepancy. All discrepancies shall be brought to the City' of Palm Deserts � " Q within I/10 foot plus or menus. Final design grades as indicated on the drawings. plant deliveries permitting Landscape Architect ample time to also notify attention prior to continuation of work. I it Z H. Stockpiling of excavation material or import top soil fill and sand shall be as the City of Palm Desert landscape inspector of plant delivery dates and W O times. F. Utilities co t outlined on the drawings or as approved by Landscape Architect. LU 2 2. The landscape contractor is obligated to insure plants loaded on delivery I. The Contractor shall be responsible for verifying the location of all U 1. Glean up and remove all debris and surplus material and remove from site. trucks prior to site delivery are those plants previously approved by the underground utility lines and boxes (as shown on plans) prior to any M Landscape Architect and the City of Palm Desert Landscape Inspector. construction so that proper precautions may be taken not to damage 00 Q o III. DRAINAGE such lines and utilities. the Landscape Architect has taken additional = M CL Z 3. An plants that are not those previously approved, or those Q Scope of Work - Provide all labor, materials tools a uI ment transportation and y p p y pp ose that do not efforts as part of the plan preparation process to identify the � � p q p p meet the minimum specifications established through the photograph and proposed location these utilities and coordinate tree and plant �- Z F_ 0 J necessary incidentals for the completion of all drainage systems as shown on the specification submittal process shall not be loaded and delivered to the placements to coincide with their locations. The contractor shall bring LLv,, (� W drawings, Including but not limited to the following: job site. any discrepancies to the Landscape Architect. All discrepancies shall Q 0 A. Materials be brought to the City of Palm Desert's attention prior to continuation IndU 4. Any plants damaged during loading transportation or off loading shall be of work. I. Acrylonite Butalene - Styrene (A55) Schedule 40 drain pipe, perforated or replaced. Damage is defined and may include but is not limited to trunk non-perforated in diameters shown on the drawings. scaring, broken limbs, defoliation and wind burn. The Landscape Architect CONTRACTOR QUALIFICATION NOTE: SHEET DESCRIPTION g p p y 2. Basins and Drains - High impact plastic Styrene drain basins catch basins and the City of Palm Desert Landscape inspector reserve the right to ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-27 reject any a I I plant mater is I.with grates, high impact plastic Styrene d ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIALICENSED LENSED C-5 deck drains, and/or precast concrete PLANTING drain box and catch basins and cast iron grate in diameters and sizes as ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2cl SPECIFICATIONS shown on the drawings. Stainless steel or brass deck drains in hordscope as shown on the drawings. F. Plant Storage These plans have been reviewed by the Coachella Valley Water District in accordance DESIGNED B. Trenching and Laying Pipe P T F R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. SMP 1. Trenches to pitch a minimum of 1/5" per foot unless otherwise indicated on the I. Prior to plant deliveries, the contractor shall establish a staging area requiring efficient landscape and irrigation design in cooperation with the local DRAWN drawings. Contractor to verify all invert elevations and trench depth prior to where deliveries are to be received. This staging area shall be adjacent o , governing a enc Cit or Count "A royal of this drawin b CVWD staff does not SMP to the installation area however away from heavy construction and S T R ' g g agency y y� pp g y CHECKED excavation. constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, SMP ec�,ripment that may cause damage. walls, and permanent structure of any kind may not be planted or installed in CVWD DATE 2. Bottom of trench shall be smooth and continuous to flow direction. A hoe low 03.19.07 2. The contractor shall provide man ower as needed to ade uotel maintain and USBR easements or right-of-way without first obtaining an encroachment permit shall be made to receive bell of pipe so the point will not bear upon the p p q y from CVWD JOB NO. subgrade. Adjustments to line and grade shall be made by scraping away .or plants located in the staging area. This includes but is not limited to hand 124454 filling in with backf i I I under the base of the pipe and not by wedging or watering, protection from wind or other damage and theft. CAD n ALE lantin S ec blocking. DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER 5. Trench material shall be used for backf i I I. However, no rocks or lumps shall be used. Welded joints shall be given at least 15 minutes setup CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR before handling. Above the level of initial backfill, the trench may be Ps �i backfilled with trench material. &ENERAL SITE: ORA� IN& DRAINAr.-7E 5FEC./ IFIr..."ATIONS FLANTINO SFEC/ IFIC-ATIONS Revised; March I, 200-7 Per City of Palm Desert's comments. OF 12 SHEETS 05-01-2007