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Spanish Walk Esperanza Phase 1 & 2
. . . . . . . . . . . . . . . REVISIONS SPANISH VVALK ESPERANZA SUMMERS/MURPHY & PARTNERS, INC LANDSCAPREV. SHT. DESCRIPTION DATE BY 341977 COAST E ��A, SUITE 200 DANA POINT, CALIFORNIA 92629 Q (949) 443.1446 FAX (949) 443-1631 o �pNDSCATRA T 33837 Ape �4. �,. MurC # ph}, ,L<v G o 11 �0 f �I Signature 7-31-08 * Renewal Date CITY OF PALM DESERT CALIFORNIA J'�qI Date F OF CAL\FC These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, COMMON AREA LANSCInc. and their use and APEpubli- PLANSSUBMITTED FOR APPROVAL cation shall be restricted to the DATE original site for which they APPROVED were prepared. Re-use, repro- duction or publication by any TE method, in whole or part, is RELEASED FOR BID prohibited except by written DATE permission from Summers/ PHASE 1 & 2 ONLY CONSTRUCTION SET ISSUED Murphy & Partners, Inc. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS CERTIFICATE OF PROJECT C❑MPLETION Z LANDSCAPE ARCHITECT 0 Project Name:_________________ Parcel Map or Tract No.;_________________ NOTES SUMMERS MURPHY & PARTNERS, INC. Project Location:-------------------------------------------------- oC I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 34197 COAST HIGHWAY - SUITE 200 Maximum Water Allowance:------------------------------------------- MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DANA POINT, CA 92629 a (In hundred cubic feet) CONSTRUCTION ELEMENTS AS 5HOWN ON THE DRAAINGS AND SPECIFIED PHONE: 949-443-1446 � Est;mated Total Annual Water Use, HEREIN. DiNAH SHORE DRIVE FAX: 949-443-1631 Q Q Q Q Q ___--------_-------_---------------------------- (in hundred cubic feet) 2. ALL WORK SHALL BE PERFORMED BY A 0-27 CALIFORNIA LICENSED SITE CONTACT: JOE LASCOLA OR WIL PINAROC Preliminary Project Documentation Submitted: (initials indicates submittal) CONTRACTOR. 1, Grading design plan 5. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE AVENUE 35 �`�0 FR CIVIL ENGINEER ACCORDING TO STATE, COUNTY AND LOCAL GORES, ORDINANCES AND UP z U,o FF/y 2. Landscape design plan TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. R� qy STANTEC 0": m .J i r S 7 RT Q GERALD <R 73733 FRED WARNG DRIVE, STE. 100 l ;R a r 3. Irrigation design plan 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR �qp Goa �1, 6 Iffy -"EDIT ,� PALM DESERT, CA 92260 4, Irrigation schedules WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES PHONE: (760) 346-9844 "^T170"7 'y- AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY w 7 C.C. E3.HO J• . 1°L� R Post instaltation Inspection: (initials indicate completion) FOR ALL COSTS INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF < DR. FAX: (760) 346-9368 " ` r SAID UTILITIES INCLUDING DELAYS. Q bi w CONTACT: TINA STIMPSON -C• a. o;,Rc AeTlCly FCm 1 A. Plants installed as specified ' RANCHO MIRAGE Z PALM o DESERT V) I Z B, Irrigation systems installed as desi ned 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT O COMMUNITY BUILDER ° rE J1Ti:,N g y g DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL o " `h Comments:----------------------------------------------------- FRANK SINATRA DRIVE COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE TAYLOR WOODROW O OWNER (JOB SUPERINTENDENT) AND LAND50APE ARCHITECT IMMEDIATELY. 15 CUSHING DRIVE a: ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE A copy of this certification has been provided to Owner/Developer and District D15CREPANGIES HAVE BEEN RESOLVED BY THE OWNER (JOB IRVINE, CA 92618 W SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY OR � VICINITY MAP PHONE: (949) 341-1200 0 > .0 Comments:----------------------------------------------------- CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 N.T.S. O cc ------------------------------------------------------------ AT THE CONTRACTOR'S RISK AND EXPENSE. ��' 0 CVJ O It is my opinion that the work outlined above has been completed in substantial accordance with Coachella Valle Water District and The City of Palm Desert's Z Q y PHASE LOCATION MAP SHEET INDEX = Landscape and Irrigation Guidtines. ---Landscape----------Arch-----------------S-ign--a-ture----------------------Da--te----------L---icense-----No-- LGN� w SHEET NO. SHEET DESCRIPTION � co z co itect , Z >- Cp DIAMETER (55.60) EXISTING SPOT ELEVATION FF FINISH FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION T-1 TITLE p Q r � c: GF GARAGE FLOOR ELEVATION HT HEIGHT CL-1 CONSTRUCTION LAYOUT PLAN ~ WATER CONSERVATION STATEMENT PAD ELEVATION BCR BEGINNING OF CURB RADIUS TA TOP OF WALL EGR END OF CURB RAD I U5 CONSTRUC \'CS APPROVED - INCLUDW AS PART OL:. _. CO ;ISTRUOTIO LAYOUT PLAN TF TOP OF FOOTING ELEVATION TG TOP O G RB FINAL LANDSCAPE PACKAGE __. _ THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE BA BOTTOM OF WALL BC, BOTTOM OF CURB A k. 5i TS TOP OF STEP EJ EXPANSION JOINT DATE IJ CL _ _ CO -. PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. BS BOTTOM OF STEP 51.1 SCORE JOINT KEY MAP THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER G LDB CATCH BASIN 5C SAW OUT CD-1 CONSTRUCTION DETAILS Q USAGE AND THIS DESIGN MEETS THE G I TY OF PALM DESERTS WATER FG FINISH GRADE R RADW5 CD-2 CONSTRUCTION DETAILS IV EFFICIENT LANDSCAPE ORDINANCE. FS FINISH SURFACE I D REDkVOOD Z Z co HP HIGH POINT HDR HEADER � \ CS-1 CONSTRUCTION SPECIFICATIONS Q Z REFER TO SHEET IL-I FOR THE C.V.W.D. WATER CONSERVATION CONCEPT LP LOW POINT LA LANDSCAPE ARCHITECT \ \ lP-1 IRRIGATION PLAN I= :5 STATEMENT. FL FLOW LINE MIN MINIMUM \ O \ IP 2 IRRIGATION R = : N W u. a OG ON CENTER MAX MAXIMUM \ s /��' I } Eta P � � J W GB GATGH BASIN MJ MASTIC, JOINT Q IP . ___ ��. .. ._ . IPRIATON.P N. ._. _._..� .__ _ ...OP THIS �fii "PAL� (f) Q 0. CITY OF PALM DESERT LANDSCAPE TG TOP OF GRATE ELEVATION TYP TYPICAL Cif �s APP . _ - W v a INV INVERT ELEVATION PA PLANTING AREA \ �� �,� '_ ��_ . _ ; _ _ _� .._ P`R1ATN.��PLA '_. a. w:_._... . ,...� _ - _�___._.__ _ . INSPECTION SCHEDULE BB BOND BEAM ELEVATION NTS NOT TO SCALE \ 'QiIf �� IL-1 IRRIGATION LEGEND, CALCS, AND NOTES C* i) SLEEVING / GRADING cf"b AL IGN A-9 y/C IL-2 IRRIGATION LEGEND, CALCS, AND NOTES W Z I � /'%y� ID-1 IRRIGATION DETAILS J w a. Sleeve diameter, type depth and location 1.0% GRADIENT IN PERCENTAGE � b. Soil surface drainage, elevations and trash (Incudin weeds 4 rubble) 7 IS-1 IRRIGATION SPECIFICATIONS Q W 9 g �/ p ti W RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT � � � M � HARDSCAPE / BOULDER5-GOBBLE 4`I 'QO TP-1 TREE, VINE & GROUNDCOVER PLAN ap J X a. Sidewalk and wall layout R RIDGE TP 2 T, EEC VINE &. G ,UNDCOVEER P N TH 1 b. Utilities location �� INGL.UD�D A� PART C� Z _� TTP- - � THEE - VINE & GRO'UNDCOVER.P — O c. Boulder type, size, weight and placement GRADE BREAK ado TPTP'EE VINE & GR'OUNDCOVER PLAN fl Z v 5) IRRIGATION SYSTEM ROUGH-IN DIRECTION OF FLOW -- \ a SP-1 SHRUB PLANTING PLAN o a. Trench depth W. a oac O b. Pipe size and class DRAINAGE PIPE SP- ;SHRUB P NTING PLAN E c. Pressure test (125 psi for 6 hours) i 10 PPLAN ® ATRIUM DRAIN S SHRUB PLANTING SHEET DESCRIPTION OP THIS SUBMITTAL C.. _ 4) PLANT MATERIAL (trees 4 shrubs) o 00 5P HRU P NTIIG: P N = ._ . a. Condition 0DECK DRAIN ° PD-1 PLANTING DETAILS TITLE RE b. Type P CEIVED c. Placement Q TURF DRAIN NOTE. PS-1 PLANTING SPECIFICATIONS SHEET r10i/ ` ;, 200' 5) GROUND COVER (Decomposed granite) --3j.� PROPOSED CONTOUR ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO THE CITY p mill OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION p':1 'c a. Type EXISTING CONTOUR PLAN SET 'D' - PLANTING ONLY REMAINING PHASES DESIGNED SMP b. Depth and spacing �--31 FRANK S I NAT IAA � � G I TY SUBMITTAL 04 18 O-r c. Compaction FRO.JEGT PLAN SET 'E' - ALL PHASES 6-25-0� JIME6111" PLAN SET G DRAWN )� BERM - BUILT-UP LANDSCAPE GRADE I PLAN SET "F"- TAYLOR YVOODROW ONLY BID SET gMP PLAN CONTROL DATED: 11-08-07 JL 6) FINAL NOT TO S G L. L O Ci AT� O I v PLAN SET "G"- PHASE 1 4 2 ONLY 11-OS-O-1 CHECKED a. Irrigation DETAIL REFERENCE JL ATE Valves, boxes and wiring SHEET LOCATION r operation and sites specific. earl Irrigation schedule D Controller p p yearly g `D E c These plans have been reviewed by the Coachella Valley Water District in 02.01.07 CJ O A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section JOB NC►. (required Cit of Palm Desert Water Efficient Landscape SECTION REFERENCE R 65597 et seq.requiring efficient landscape and irrigation design m cooperation with 261454 �J y Ordinance) p �� � �.�` the local governing agency (City or County). "Approval of this drawing by CV WD Sprinkler, bubbler and / or drip emitter type, f low rate and 5HEET LOCATION �` `' staff does not constwalls, approval to encroach into kind and USBR Rights-of-Way. CAD FILE quantity per plant. °�, r R 1 G Trees,plants,walls,and permanent structure of any kind may not be planted or k{ installed in CVWD and USBR easements or right-of-way without first obtaining an SHEET NUMBER a yp P Overall operation B encroachment permit from CVWD. As built A'o R-� �G,9 DATE: << �? f DATE WATER MANAGEMENT SUPERVISOR b. in PLAN 5ET 'A' - PLANTING ONLY OG�rUq � l_^ ` CvwD PLAN# DEVELOPMENT SERVICE SUPERVISOR Tree staking KEY MAP G I TY SUBMITTAL # 01-51-07 AL c T�i a- overall PLAN SET 'B' - 2ND CITY PLAN CHECK NOTE" SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 NOT TO SCALE # 03-05-01 PLAN SET "C" CITY SIGNATURE SET 04-02-0-7 OF 26 SHE ATTEMPTS THERE WILL BE A FEE ASSESSED FOR ANY RE-INSPECTIONS. CITY APPROVAL FOR PHASE I ONLY PLAN SET "U" 11-08-07 . . . . . . . . . . . . . . . . UT/L/TY 5YMB04L LF6FN.P FIN15H5C,1HEL%)LE 5/7-E IMPROVEMENTS (CONTINUED) ® TYPICAL A/C LOCATION CONTRACTOR NOTE: ® ALTERNATE A/C LOCATION KEY M A P ALL HARD50APE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE 5YMBOL DESCRIPTION COLOR / FIN15H / SPECIFICATION DETAIL CEOPRE-PLOT GRANNY FLAT A/G APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARI5E THAT SEE DETAIL B CONCRETE BAND WITH BAND:NATURAL GREY P0551BLE FUTURE GRANNY FLAT A/C i WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD S-9 INTERLOCKING PAVER FINISH: MEDIUM WASH SHEET CD-2 k�N.. MODIFICATIONS TO THESE DES16N5 WITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM O �,,,,H�,,,,� TRANSFORMER (ABOVE GROUND) y S� SUMfv1ERS/MURPHY PARTNERS, INC PAVERS: CAMBRID6E COLLECTION / DESERT'S REVIEW d APPROVAL. FIELD LANDSCAPE ARCHITECTS MANUF: BELGARD ,",;I MIX PRIMARY PULLBOX (FLUSH) I ,j�ri,t om �o F y� O 34197 COAST HIGHWAY, SUITE 200 [ l . � SITE IMPROVEMENTS COLOR: TUSGANA BLEND i a�� C'j� cy DANA POINT, CALIFORNIA 92629 PATTERN: MODULAR SET ON 45 DEG. M;>z„ MAILBOX (949) 443.1446 FAX (949) 443.1631 5YMBOL DESCRIPTION COLOR /FIN15H /SPECIFICATION DETAIL FROM: VALLEY BLD6. MATERIALS Lid17"X50" ELECTRICAL BOX (FLUSH) i - J � zO CONCRETE BAND WITH BAND:NATURAL GREY SEE DETAIL A d Rp9p S-1 CURB 4 GUTTER REFER TO THE CITY OF PALM DESERT N/A S-10 SHEET GD-1 � 17 X50 TELEPHONE BOX (FLUSH) D SCq P APPROVED PREG 1 SE GRADING PLAN HAND5EEDED FIELD FINISH: MEDIUM WASH LPN 9"Xq" GABLE TV. BOX (ABOVE GROUND) « I: '1 �' �F.� N,, Murph1,�qp� AGGREGATE: PARCHMENT _ ''' `r' `r 4.d S-2 '5TREET5CAPE' CONCRETE REFER TO STREET IMPROVEMENT AND N/A SIZE: TO I/2" P FROM:: S SOUTHWEST BOULDERS � IRRIUP�TIt7N CONTROLLER / POYER 'PED. � � � ��� °j W 5. c�SIDEWALK � LANDSCAPE SWA PLAN a O CONTACT. wwwsouthwestboulder.com FIRE HYDRANT S-3 TUBULAR STEEL HANDRAIL COLOR: TO BE BLACK / SELECTED SEE DETAIL F CONCRETE BAND $CENTER BAND/CENTER:NATURAL GREY SEE DETAIL A 4 WATER METER Signature 7- FROM APPROVED COLOR PALETTE SHEET CV-1 o Renewal Date S-11 WITH HANDSEEDED CORNER FINISH: MEDIUM WASH SHEET GD-I 4- IIIOV. BOLLARD LIGHT ' * D ACCENTS HAND5EEDED AGGREGATE: &OLDENEYE THI5 PLAN REFLECTS RECOMMENDED ,r S-4 CONCRETE STEPS COLOR: NATURAL GREY SEE DETAIL B % T Date �P SIZE: 3/8 TO 3/4 LIGHT FIXTURE LOCATIONS ONLY. THE -9 � O FINISH: MEDIUM BROOM FIN15H SHEET GD-I TF O� REFER TO THE CITY OF PALM DESERT FROM: SOUTHWEST BOULDERS OWNER SHALL HAVE THEIR ELECTRICAL CF CAOt ENG 1 NEER RECOMMEND ACTUAL FIXTURES. CONTACT: www.southwestboulder.com FRANK SINATRA , APPROVED PRECISE GRADING PLAN FOR � ACTUAL QUANTITY 4 LOCATION ELECTRIC ENGINEER SHALL BE These drawings and/or the SEE DETAIL A 4 RESPONSIBLE FOR ALL ELECTRICAL NOT TO SCALE PROJECT accompanying specifications S-12 SCORED PAVING COLOR: NATURAL GREY SHEET OD-1 DESIGN AS NEEDED TO MEET THE CITY OF LOCATION are the excluive property of S-5 LANDSCAPE BOULDERS REFER TO BOULDER 4 ROCK NOTE, SEE DETAIL D FINISH: MEDIUM BROOM FIN15H P P y THIS SHEET SHEET CD-1 SCORE PAVING AS INDICATED ON PLAN PALM DESERTS LIGHTING ORDINANCE. Summers/Murphy & Partners, CONCRETE BAND WITH PAVERS: DUBLIN COLLECTION SEE DETAIL B ALL LIGHTING SHALL BE APPROVED BY Inc. and their use and publi- cation shall be restricted to the INTERLOCKING PAVER FIELD MANFU: BEL6ARD SHEET CD-2 THE CITY OF PALM DESERT PLANNING S-6 DRY STREAM BED REFER TO BOULDER 4 ROCK NOTE, SEE DETAIL D DEPARTMENT PRIOR TO I N5TALLATI ON. original site for which they THI5 SHEET SHEET CD-I COLOR: LAJOLLA BLEND were prepared. Re-use, repro- PATTERN: CIRCLE KIT duction or publication by any S-7 CONCRETE PAVING COLOR: NATURAL GREY SEE DETAIL A 4 E FROM: VALLEY BLD6. MATERIALS method, in whole or part, is FINISH: MEDIUM BROOM FIN15H SHEET OD-1 BAND:NATURAL GREY prohibited except by written INSTALL CONTROL JOINTS AS FINISH: MEDIUM BROOM FIN15H permission from Summers/ INDICATED ON PLAN CONCRETE BAND WITH PAVERS: BERGERAG SEE DETAIL B Murphy & Partners, Inc. S-14 S_g INTERLOCKING PAVER PAVERS: HOLLAND STONE- TUMBLED SEE DETAIL B INTERLOCKING PAVER FIELD MANUF: BEL&ARD SHEET CD-2 MANUF: BELGARD SHEET CD-2 COLOR: T05CANA BLEND COLOR: TOSCANA BLEND PATTERN: COMBO PATTERN: STACKED RUNNING BOND FROM: VALLEY BLD6. MATERIALS DIRECTION AS SHOWN ON PLAN BAND:NATURAL GREY FROM: VALLEY BLD6. MATERIALS FINISH: MEDIUM BROOM FINISH z I R uuuuu .w v td 1 m o v N - - r I I Y ' 213ED ,el , e ❑ _ w ° o _ � 1 ® NIT � 592 .. PRIMARY _ ® - . P[1L LBOY 4' n� o , cp IL 562 _ e _ 576 UNIT 5 1CR 578 '_f - -- -8 1 CR 2C s _ r - - - - - - - -.. UNIT ; U 45 U 6 �i 0 � � NIT - a S 5 �.: S-6 - __ 1 - NIT 4 rs ., S _ _ ° _ r ,r - O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - k ,a � I ❑ _ _. _ - -. TRA213- ❑ ♦ TRAMS- ❑ S19 .-` 1 F, � E. 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A , FR , -- _- 0 I dM W T F K A ,�EF�R 0 SI�I ' `-,ST S� S P 00 J 1 A DLaCd A D C n R i 1 s f —, i vvvn � Y �P , _ Pf� AREA BY _ a A -_ M RE AR Y S ,P P B U1l Cn Z - z 0 LLJ a � o Coco CL 5/7-E /MPROVEMENT5 (CONTINUED) G/TY OF PALM L2E5ERT lNSPEGT/ON 5GHE17ULE NOTE SHEET DESCRIPTION SYMBOL DESGR/PTiON COLOR /FIN15H /SPECIE/GAT/ON DETAIL REFER TO THE TITLE SHEET FOR THE CITY OF S-15 PASEO SEATING AREA REFER TO ENLARGERMENT SEE DETAIL E PALM DE5ERT'5 INSPECTION SCHEDULE. CONSTRUCTION SHEET CD-2 PREG/5E BRAVING PLAN NOTE BOULDER ROCK NOTE LAYOUT S-16 PASEO SEATING AREA REFER TO ENLARGEMENT SEE DETAIL F THE PRECISE GRADING PLANS PREPARrE,O BY ALL LAND5CAPE BOULDERS TO BE NOTE: PLAN SHEET CD-2 5TANTEG AND APPROVED BY THE CITY OF PALM "DESERT CHOCOLATE"- DESERT SHALL BE ISSUED TO ALL BIDDERS AND CONTRACTOR TO PROVIDE ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS SEE DETAIL A QUANTITIES 4 SIZES AS PER INSTALLING GONTRAGTOR(5). THE PRECISE DESIGNED S-17 IRON ARCH RELOCATE ALREADY MANUF. IRON ARCH SHEET CD-2 GRADING PLAN 15 AN INTEGRAL PART OF THESE SPECS. TO BE VERIFIED BY PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DESERTS SMP FROM MODEL COMPLEX CONTRACTOR TO BID FOOTING 4 INSTALLATION. (REFERENCE ONLY) LANDSCAPE PLANS, AND INDICATES ALL LANDSCAPE ARCHITECT LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DRAWN SEE DETAIL D NECESSARY FINISH SURFACE / FINISH GRADE PROJECT TOTAL QUANTITY 1,3a I JL S-1$ P ENTRANCE REFER TO DETAIL FOR MATERIAL ELEVATIONS, DRAIN HEAD AND DRAIN LINE 25% - I8" IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL PILASTER SPECIFICATION SHEET CD-2 LOCATIONS. 5030 - 24" CHECKED 25gb - 36" APPROVALS THAT ARE NECE55ARY FOR WORK THAT 15 TO BE JL S-19 PA5EO ENTRANCE REFER TO DETAIL FOR MATERIAL SEE DETAIL D ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DATE PILASTER SPECIFICATION SHEET CD-2 FINAL WALKWAY / DRIVEWAY LAYOUT SHALL ALL DRY STREAM BED ROCK TO DEPARTMENT'S JURISDICTION. 1.31.07 PA5E0 ENTRANCE REFER TO DETAIL FOR MATERIAL SEE DETAIL D CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN BE 2" TO 6" "D05 RIOS" JOB NO. S-20 SHEET GD-2 ON THE APPROVED PRECISE GRADING PLAN. UNLESS NOTED OTHERWISE. 261454 PILASTER SPECIFICATION ALL BOULDERS, ROCK AND CAD FILE 454CL AGGREGATES ARE AVAILABLE BY SOUTHWEST BOULDER. SHEET NUMBER NOTE- www.southwestboulder.com SCALE : I _ 20 r FOR ALL FENCE AND WALL5, REFER TO FENCE AND WALL PLAN PREPARED BY 5UMMER5/MURPHY 4 PARTNER5, INC. C L�l Jill) 401 O 20 NORTH OF 26 SHEETS PLAN SET "G" 11-8-07 . . . . . . . . . . . . . . . . 1 I I - I 2 3 1211 I SUMMERS/MURPHY & PARTNERS, INC 4 LANDSCAPE ARCHITECTS 12" 34197 COAST HIGHWAY, SUITE 200 SECTION VIEW 2 DANA POINT, CALIFORNIA 92629 SCALE: 5" = 1'-0" 2 5 949 443-1446 FAX 949 443-1631 LU 3 m N 6 \-p,ND S Cq P ���0 M, Murphy F-1 X � C, �0 ° °D o°D o°o Signature OD OO OO 7-31-08 Renewal Date `rl Date ��P LI LI _ I -I FCF CAL`�o� I � III _ III- 8 These drawings and/or the ( � accompanying specifications o� II I I I I El I I I 3 are the exclusive property of SGTION Summers/Murphy & Partners, 4 ) , SECTION I ii _ I i'Oii Inc. and their use and publi- cation shall be restricted to the original site for which they I. FIN15H GRADE 1. 5UB-BA5E MATERIAL REFER were prepared. Re-use, repro- 1 I I �� TO SOILS REPORT duction or publication by any SECTION VIEW _ - 2. I/4 RADIUS ALL EDGES method, in whole or part, is u - 3. CONCRETE PAVING REFER TO 8. COMPACTED 5UBGRADE prohibited except by written SCALE. I I O I ( � , ,-III !, 5 �i. I" MINIMUM, 2" AT TURF AREAS permission from Summers/ I. LAND50APE BOULDER - FINISH SCHEDULE Murphy & Partners, Inc. LEOEND L - J 6 REFER TO F i N 15H SCHEDULE 4. 5/4" DEEP X 5/5" WIDE (MAX.) ON CONSTRUCTION LAYOUT PLANS TOOLED 50ORE JOINT W/ 1/4 NOTE: 1. 1/2" X 2" 50. TUBULAR RAIL 6. CONCRETE PAVING (REFER TO 2. F I NAL GRADE RADIUS EDGES WHERE OCCURS. REFER TO SOILS ENG 1 NEER'5 2. CONCRETE STEPS REFER TO FIN 15H SCHEDULE) REFER TO CONSTRUCTION PLAN. REPORT FOR MIN. THICKNESS DETA I L IF-', TH 15 SHEET NOTE: ALL WELDS TO BE CONTINUOUS 5. CIO% COMPACTED 5UBGRADE 5. RE I NFORG I NG STEEL - REFER OF CONCRETE AND 51 ZE OF 3. 1-1/2" 50. TUBULAR STEEL P05T AND GROUND SMOOTH, PRIME AND TO SOILS REPORT REINFORCING STEEL. PAINT (2) GOATS (SEE FINISH Revised March I, 2001 per City of Palm Desert's Comments 4. CONCRETE FOOTING SCHEDULE FOR COLOR) 6. F-XFAN51 ON JOINT - TYPICAL. COMPACTED 5UBGRADE REFER TO DETAIL ON TH 15 SHEET ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL Z ALL CONCRETE AND TUBULAR STEEL WORK IDENTIFIED AS PART O OF THIS DETAIL 15 NOT PART OF THE G I TY OF PALM DE5ERT'5 15 NOT PART OF THE G I TY OF PALM DESERT'S LANDSCAPE IIIA LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. �G 7U5ULAR 57EEL HANZ�RA I L 5OULDERS IN LANDSCAFE A �ON(�eREfiE- FAV I NO 11-0110 WIDTH VARIES 1 5 E E I N 5 E T 'A' MIN. 5 q Q SEE CONSTRUCTION PLAN 2 (� 2 4 o a a Is 0 a O o -oho O o 0 0 0 0 0 8 11-7 SGTION Q I. #5 NOSE BAR - O LU > 4 2. EXPANSION JOINT REFER NOTE: NUMBER OF STEPS PER _ 00 TO DETAIL 'J', TH 15 SHEET CIVIL ENGINEER PLANS O oC 3. REFER TO GRADING PLAN C4 O 5 FOR R15ER HEIGHT 0 C4 jr SECTION 4. CONCRETE PAVING - REFER TO 1 21 I Z (� r NOT TO SCALE DETAIL 'G', THIS SHEET O ) W CV) w 5. 1/2" RADIUS ON NOSE °; J Z ... OF TREADS Z �' (,� ; dam' C= 0- ° Q 1. LANDSCAPE BOULDER, TYP. (SEE 3. QO o COMPACTED 5U56RADE (b. CONCRETE PAVING - REFER TO a ° 111.111 O to 0) FINISH SCHEDULE) FINISH SCHEDULE - Q 4. REFER TO GRADING PLAN 1. STEEL - REFER TO SOILS ° 2. 6" MIN. LAYER DECORATIVE ROOK FOR DRAIN LOCATIONS REPORT (SEE FIN 15H 50HEDULE ON THE 8. COMPACTED SUB-GRADE ° CONSTRUCTION LAYOUT PLANS) cf. SUB-BASE MATERIAL - Revised March I, 2001 per City of Palm Desert's Comments REFER TO SOILS REPORT IN5ET 'A' Q ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL 15 NOT PART OF THE C 1 TY OF PALM DE5ERT'5 LAND50APE N Q DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. co Z a Z Z � D `I' 57REAM 5ED W/ 5OULDERS ON�R 7E STEF W LL o a as � w 0a 3 I , H= C* 3 W 04 - Z 6 J CZ 4 2 ALL CONCRETE TH I GKNESS 8 5 W 6 STEEL RE I NFORGEMENT Q Q ° AND BASE MATERIAL ° ° ° j w ° ° °° ° ° SHALL BE A5 j cc ° 00 Q a °° ° ° ESTABLISHED BY THE ° -°° ° M � 1 O O0 O GEOTECHN I GAL ENG I NEER. = O o O O� 1 n LL O O O 0 0 - O 0 0 O O O O SEE NOTES ON THIS = Z V 0LK � a DETAIL. a O0. oC - O C0 F-XPAN51 ON JO I NT 50ORE JO I NT NOTE: SHEET DESCRIPTION 1. EXPANSION JOINT- TYPICAL 6. REINFORCING STEEL - REFER TO CONSTRUCTION 50I L5 ENGINEER'S SPEC I F I GATT ONS EXPAN51 ON JOINTS IN WALKS TO OCCUR AT ALL GRANGES IN DIRECTION AND WHERE NEW CONCRETE PAVING ABUTS EX15T1 NG 51 DEWALK5 DETAILS FOR SIZE AND LOCATIONS AND/OR GUR55. THE RECOMMENDED 5PAGING FOR EXPANSION 2. 5/8 WIDE FULL DEPTH ASPHALT JOt NTS r N YslALfGS 15 160.0. FOR CONTINUOUS 1�lALKS UNLESS � SATURATED FIBER EXPANSION 1. AGGREGATE BASE - REFER TO BOARD SOILS REPORT IF APPLICABLE. OTHERWISE RECOMMEND BY PROJECT SOILS ENGINEER. 5. CONCRETE PAVING REFER TO SO I L5 ENGINEER'S REPORT FOR MINIMUM TH I GKNESS OF DESIGNED SMP SEE FINISH SCHEDULE 8. FIN 15H GRADE CONCRETE, AGGREGATE BASE AND REINFORCING STEEL SIZE AND SPECIFICATIONS. DRAWN TSR 4. 1/4" RADIUS - ALL EDGE5 cf. COMPACTED 5UBGRADE - REFER CHECKED TO SOILS REPORT ALL CONCRETE WORK IDENTIFIED AS PART OF TH 15 DETAIL SMP 5. 5/4" DEEP X 3/5" WIDE (MAX.) 15 NOT PART OF THE G I TY OF PALM DE5ERT'S LANDSCAPE DATE TOOLED SCORE JOINT WITH DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. 02.01.07 I/4" RADIUS EDGES WHERE OCCURS JOB NO. 261454 SEE CONSTRUCTION PLAN Cqp E 4518UNSTDETAILS SHEET NUMBER SECTION I - 1/2 " = 1 '-O " CD �l E EXFANS I OI ...JOINT I$ 5�OR ..JOINT rOF 26 SHE PLAN SET "G" 11-08-07 . . . . . . . . . . . . . . . 9 -6 41 9 -6 11 REPEAT PATTERN I 2 q 10 /1D 12 13 L.EOEND SUMMERS/MURPHY & PARTNERS, INC _ I/ „ LANDSCAPE ARCHITECTS 1. 111 50. TUBULAR STEEL ARCH FRAME 34197 COAST HIGHWAY, SUITE 200 3 7 - ONE AT EACH CORNER,1, � I 4 TOTAL DANA POINT, CALIFORNIA 92629 12. I 2. 5/4" 50. TUBULAR STEEL COLLAR OUTSIDE (949) 443-1446 FAX (949) 443.1631 ---___ - --__-_ - -__-_- ---_--__ __-_- -___-- ----__-_- ---_--- -_ ------__-- VERTICAL POSTS - `� - 3. CONCRETE FOOTING - REFER TO 5TRUCTURAL ENGINEER'S DETAIL 1 s I/2" '" 2 1/2" �F,� �p,M. Murphy ND S Cq p 41 - BUILD UP CONCRETE AT , � I � � ti0 �y Lfl � _, - POST CONNECTION FOR DRAINAGE n �• �� ° 4. )11 FLAT IRON STOCK "KEY STONE" W/ - IV i n I I BUTTON 'A' 2 1/2 2 Signature E BUI DING_ BRUSHED BRONZE L 4 - - �- 6 �•- VAT 10N BY URBAN ACCE55ORI E5 SECTION Renewal Date 2 I II 1 ISO II1/461 Date �P 5. FINISH GRADE qT 4 F OF CA0f 8 O These drawings and/or the � 8 accompanying specifications e• are the exclusive property of Summers/Murphy & Partners PLAN VIEW SCALE: I I'-O" ry Inc. and their use and publi- cation shall be restricted to the °a ( original site for which they 2 were prepared. Re-use, repro- were NORTH EVEL.ATION 3 4 method, in whole or part, is L Eduction or publication by any E I � prohibited except b written II i I II a permission from Summers/ OCONCRETE P AVING: MEDIUM BROOM FINISH ° 4 4 4 Murphy & Partners, Inc. 1 III �_ ir ° � COLOR: NATURAL GREY - - - L q � _ _ DECORATIVE TILE BENCH: NOTES O MELDS TO BE ALL 4 SIDES 4 &ROUND H SEE DETAIL TH 15 SHEET SMOOTH-MINI/8'FILLET CRUSHED DECOMPOSED GRANITE: PALM SPRING GOLD AND(aa FINISLE coATs, FINISH SG O W ° • ° PER H�ULE O SIZE: 5/5" TO 5/4" FROM SOUTHE;Nl BOULDER LL US W W W.southwestbou l der.com 10II = 11 z GCONCRETE MOWCURB: MEDIUM BROOM FIN15H REENGINNEEER'SP AN �r COLOR: NATURAL GREY REFER TO DETAIL ON TH 15 SHEET I " °a SE C T ION Joe 2uj � 0 � T ( � A (5- 15) II _ I I O II 8 DECORATIVE TILE REFER TO ELEVATION 4 l DECORATIVE TILE - GLAYPADS v'�,RRIESPERPLAN 0 4X4 CINNAMON Q Q I. DOUBLE STACKED SALTILLO IO. DECORATIVE TILE - GLAYPADS SECTION/ELEVATION VIEW - FRONT ARCH _ ,�/ �_ 6, )6„ 4 5 WXS" STANDARD RED CLAY TILE. 4X4 DUBLIN SCALE: I/2" I'-O" � 11 " [ - �` � ° 2. 16XSX16 GMU COLUMN BLOCK = _ GLAYPADS II. DECORATIVE TILE ° 6 4X4 GOLBALT 3. CONCRETE PAVING - REFER - TO FINISH SCHEDULE 12. DECORATIVE TILE - GLAYPADS 4 2 �n = 4X4 CAMEL 0 0 _ ° • ° I ` . CONCRETE FOOTING - REFER TO 13, DECORATIVE TILE - GLAYPADS STRUCTURAL ENGINEER'S DETAIL 2X2 BAL I BROWN 1 5. RE I NFORG I NG STEEL PER 14• STUCCO FLOAT FINISH A858 STRUCTURAL ENGINEERS DETAIL ESPERENZA (COLOR SCHEME #2) 2 REFER TO 6. COMPACTED 5UB-GRADE NOTE: REFER TO STRUCTURAL 2 Q d EN6lNEERS PLAN REFER TO SOILS REPORT ENGINEER CALCULATIONS AND DEL TAI S FOR FOOTING SIZE AND -1. FINISH GRADE -T FOR STRUCTURAL STEEL 5 = SECT 10 N REINFORCING. 5 --- C / ( --\ - _- '7. COMPACTED SUB-GRADE D E�O R T I V E TILE B E N�H AT F A S E O (5- 15) - 3 O > I. DOUBLE STACKED SALTILLO REFER TO SOILS REPORT (V ---- 121 STANDARD RED CLAY TILE. 8. FINISH GRADE 1 = _ _ N O 2. SXSXI6 GMU PINWHEEL LAYOUT - - I -- PLAN V IEW a• DECORATIVE POT- BY ARCHITECTURAL POTTERY U Lu (� N SCALE: I = I -O 3. CONTRACTOR TO SUPPLY # 2 -- DONT AGE � DRIP IRRIGATION POT- SCROLL BOWL MODEL SCROBOL 4 Z Q r SIZE: O.D 20" I.D. 10" HT 15" N ! I III } _ (,� REPEAT PATTERN LEOEND 4. CONCRETE PAVING - REFER PHONE: 714 Sq5-335q, FAX 14 898-510a q 1O 11 12 13 J O CO) W M NORTH TO FINISH SCHEDULE REFER TO SHRUB PLANTING PLAN FOR PLANT TYPE 11 I ! iI Uj _ e � J III -_I d Z vzo� O CONCRETE PAVING: MEDIUM BROOM FIN 15H 5. CONCRETE FOOT I NG - REFER TO 10. STUCCO FINISH- COLOR TO _ _ _ - - COLOR: NATURAL GREY STRUCTURAL ENGINEER'S DETAIL MATCH ADJACT ARCHITECTURE 3 Q II. ADDRESS MARKER TILE BY OWNER SECTION/ELEVATION VIEW REMAINING ARCHES (3) VARIES Q F- to v (6. RE I NFORG I NG STEEL PER SCALE: 1/2 - 11 O DECORATIVE TILE BENCH: SEE DETAIL THIS SHEET STRUCTURAL ENGINEER'S DETAIL _ O3 CRUSHED DECOMPOSED GRANITE: PALM 5PRING GOLD NOTE: REFER TO STRUCTURAL 51 ZE: 5/511 TO 5/411 ENGINEER CALCULATIONS AND 14 FROM 5OUTHEWE5T BOULDER DETAILS FOR FOOTING SIZE AND THIS DETAIL 15 FOR REFERENCE ONLY. www.southwestbouIder.Gom FOR STRUCTURAL STEEL CONTRACTOR TO USE ARCHES FROM THE REINFORCING. SPANI SH WALK SALES TRAILER. Q OCONCRETE MOWGURB: MEDIUM BROOM FINISH ELEVATION N COLOR: NATURAL GREY REFER TO DETAIL ON THIS SHEET Q zz z A I R®N AR�H � o � ATE AD O S AT I A AREA (5- 16) MASON Y I L:A 8 W U. a a. J W 0) V Q LU I 2 3 4 5 - w U W z 2 W � I' IleQ o 4 Q 11 _ W - 5 coC0 LL J Q ^;J / - Q J M J J' 4 Q -III a o 00 000 00 00 `00 ° o ° ° 0° 5 o W = ° I Z H O 2 =11 I 0 00 0� o 0 °°o OL 0 ° 0 0 P00 _ _ _ � Q U III-III_ - - ° o� - 0 00 00 _ ° ° ° - tu z ° Q ° N '� O Q -IIIIII-III-III __ _____ __ _ ____ -_ -_ --_ _ _III-III-III I I I-I I1 1I I-I I I III-III-III III_EI I I-III-1I I-III III-III-III-III-I I I-III-III _ ° _ -I I I I CO 1- V 0 I=III-III-III III-III III-1II III-III-III III-III-III=III=III=III=III=III=III-III=III=11 _- 11=1 1=1 11=1 1=1 1=1 1=1 I=1 1=1 I- 11=111=1 1=1 I I III i 1=III=I 1=i -I 11. III=1 11-III- REIEN6 TO S GT I I I=1 I I1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 I I I I, - EN6lNEERS PLAN -I I I=111-111=I 11-111-III-III-I I ' I- - - - - ° - 6 SECT I ON SHEET DESCRIPTION _ CONSTRUCTION _ DECORATIVE TILE REFER TO ELEVATION LEGEND _III cf. DECORATIVE TILE - GLAYPADS DETAILS 1 FINISH SURFACE/FINISH GRADE SECTION V)EW 4X4 CARNELIAN SCALE: I" = I'-O" I. BELDEN BRICK- JUMBO 10. DECORATIVE TILE - GLAYPADS 2. 12" WIDE CONCRETE BANDING (WHERE INDICATED SECTION 6 BEEGHWOOD 4X4 PLATEAU 2. 16XSX16 GMU COLUMN BLOCK DESIGNED SMP ON PLAN) IN AREAS THERE 15 NO MOWCURB A SCALE : II 11_O II 11. DECORATIVE TILE - GLAYPADS CONCRETE TOE CURB OR METAL RESTRAINT 3. CONCRETE PAV 1 NG - REFER 4X4 WATERPOLO DRAWN TSR DEV I GE SHALL CONTAIN INTERLOCKING PAVERS. NOTE: TO FIN 15H SCHEDULE 12• DECORATIVE TILE - GLAYPADS CHECKED TRACTOR TO PROV I D E SHOP DRAWING TO 4X4 BUTTER SMP CONTRACTOR _ ENGINEER 5 4. REFER TO SOILS CONCRETE FOOTING REFER TO 13, DECORATIVE TILE - GLAYPADS NOTE. LANDSCAPE ARCHITECT FOR REVIEW PRIOR TO REPORT FOR MIN. THICKNESS 1. 2" THICK LAYER AFTER COMPACTION 4. #4 REBAR CONTINUOUS. STRUCTURAL ENGINEER'S DETAIL 2X2 RA BROWN DATE INSTALLATION. OF CONCRETE AND SIZE OF DECOMPOSED GRAN I TE- REFER TO ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS 02.01.07 �✓. FIN 15H GRADE- DECORATIVE ROCK. 5. RE I NFORG I NG STEEL PER 14. 5TUCCO FLOAT FIN 15H A 745 JOB NO. RE I NFORG I NG STEEL. SOIL F I N5H SCHEDULE REFER TO PA5E0 5EAT1 NG AREA FOR STRUCTURAL ENGINEER'S DETAIL ESPERENZA (COLOR SCHEME #8) PART OF THESE DETAILS ARE NOT PART OF THE G I TY OF PALM 261454 3• I NTERLOGK I NG PAVERS (SEE FINISH SCHEDULE) ENGINEER TO SPECIFY DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL INTERLOCKING PAVERS 2. 1/4" RADIUS NOSE TYP. SPECIFICATIONS. 6. COMPACTED SUB-GRADE NOTE: REFER TO STRUCTURAL PROCESS. 45 18bNSTDETAILS REFER TO SOILS REPORTCALCULATIONS AND 4• I SAND BASE SAND AND AGGREGATE SUB ENGINEER 5. CONCRETE MOW CURB W/ WITH (6. COMPACTED 5UBGRADE. DETAILS FOR FOOTING SIZE AND SHEET NUMBER BASE THICKNESS AND MEDIUM BROOM FINISH SCORE 7. FIN 1 SH GRADE FOR STRUCTURAL STEEL IT 15 THE OWNER'S RESPON51 B I L I TY TO OBTAIN ANY ADDITIONAL 5. 4 COMPACTED GRANULAR SUB-BASE r G SPECIFICATIONS. APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE JOINTS ® 3 O.G. AND EXPANSION REINFORCING. (0. COMPACTED 5UBGRADE JOINTS c� q' O.G. PERFORMED A5 PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DEPARTMENT'S JURISDICTION. CD � 2 OF 26 SHEETS # I NT 1�O�i� I � AV � �ON� T MOW SU B DE�O�T I V T 11_E E NCH AT ASEO (5- 16) PLAN SET "G" 11-08-07 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 3. Posts, Plates and other of-grade connections to be Redwood, Western Red solution of murlatic acid and water, and brushed to reveal surface lines. Cedar or pressure treated Douglas Fir as shown on the drawings. Surface must be continuously wet to avoid acid burn. 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and G. Glean-Up 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 V405her5. All SUMMERS/MURPHY & PARTNERS, INC site. hardware material to be galvanized. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 Not all finishes included in this specification sheet may be included 11. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawings.- refer to finish schedule (949) 443-1446 FAX (949) 443-1631 as part of the finishes indicated on the construction plarr finish schedule Scope of Work - Provide all labor, materials, tools, equipment, transportation and 6. Concrete - Glass A minimum 2,000 PSI at 28 days. but have been included for "bid alternates" indicated on finish schedule buyers. necessary incidentals for the completion of all block masonry as shown on the or to provide min. specification for builders option offer to its NDSCAP drawings, including but not limited to the following: B. Rough Carpentry �C-°M ►��phy eqi 1. Set oil posts, beams, rails and framing plumb and true to line as shown on C7 .\G.� ti0 y 1. CONCRETE A. Materials the drawings. 1 Scope of work - Provide all labor, materials, tools, equipment, transportation and I. Slump block units meeting grade A, ASTM C-q0, concrete block units Grade necessary incidentals for the completion of all concre e flatwork as shown on the A, ASTM C-q0. 2. Connections - make all connections as shown on the drawings.Splice lumber Signature y I hardware. 7-31-08 at posts only. Utilize I ize all I nail I and/or bolt holes for a drawin s including but not limited to the followin : p y Renewal Date g g g � � 2. Cement - Standard Portland Cement ASTM nation C-150 designation T A. Materials low alkali. g Type I or 11, 3. Ease / sand all top edges of exposed lumber for bench tops, low walls, etc., �Tq Date I. Cement - Standard Portland Cement, per designation C-150 of the ASTM where surface contact is provided. TFOF-CAL0 Type II, III, or V, low alkali, single brand throughout. Refer to Soil Engineer's 3, Sand - Glean, well eroded ASTM designation C-144. These Report for Recommendations. g g 4. Post base - set post column base as shown on drawings, providing minimum accompanying.d gss ec�f�coations 1 11 clear all sides from finished post base to top of paving. p 2. Aggregate - ASTM Specification 0-53 5/4" maximum size. Decorative 4. Water - Water used shall be of potable quality. are the exclusve property of aggregates or pea rock as shown on drawings. Fine natural sand, well eroded 5. Countersink nails and bolts in all locations where surface contact is Summers/Murphy & Partners, Inc. and the conforming to ASTM 0-144. Refer to finish schedule on construction plans. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars ASTM provided, i.e., bench top etc. ir use and publi- cation shall be restricted to the designation A-165. original site for which they 3. Water - Water used shall be of potable quality. G. Painting and Stain were prepared. Re-use, repro- 5. Concrete - Glass A concrete minimum 2,000 PSI at 28 days. 1. Fill all seams and cracks with Latex caulk and/or wood dough to insure an duction or publication by any even surface. method, in whole or part, is 4. Steel - Reinforcing steel for decks and walks to be intermediate grade -T. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, prohibited except by written deformed bars conforming to ASTM A-615 and/or Grade 40. Mesh ASTM 1/2 art lime putty, 4-1/4 arts sand, conforming to ASTM G-270. Omit lime 2. Sand smooth all ex osed surfaces is s ecified as 545. permission from Summers/ p p y p g p p Murphy & Partners, Inc. A-4q6, size where shown on drawings. putty if plastic cement is used. 3. Prime all painted surfaces with one coat primer. 5. Expansion Joints - Asphalt impregnated felt. Folyfelt Ethafoom as indicated 8. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts on the drawings. sand, 2 parts pea gravel. 4. Paint with minimum two finish coats for painted surfaces. (b. Control Joints - Saw cut joint 1/4 of slab thickness. Hand tooled score joints B. Laying of Masonry 5. Stain with minimum two finish coats for stain surfaces. I. La all masonry strai ht and true to line with vertical joints plumb over each I/4 deep minimum where shown on the drawings. y y � � p D. Protection and Cleanup other. Horizontal join?sr shall be level. Headers and corner units to show p -T. 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. yp the drawings. p p p Z 2. Upon completion of work, remove all sera wood, debris, materials and O G. Reinforcing tools from site. N 5. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, I. All bars in masonryshall be la ed a minimum of 40 bar diameters. Dowels Glass AS, self levelingor multi-part polyurethane construction sealant by for walls and coluns to be some size as wall reinforcing. Refer to V. Metal Work - Scope of Work Provide all labor, materials, tools, equipment, transportation °G L.M. Scofield, in matchingcolor. Structural Engineer's specifications for all steel sizes and locations. p shown on the '-'-' d necessary incidentals for completion of all metal work where an D. Cutting of Masonrydrawings, including but not limited to the following: 0 cl. CuringMaterial - Hunts process MD-1C. Lithochrome color wax for color g condi Toned concrete byL 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 drawings. E. Grouting of Masonry 1. Steel tubing in sizes shown on the drawings ASTM designation 500 and/or q q q q<1<1 hand for ed, cold rolled wrou ht iron in sizes as shown on the drawings. 10. Color Conditioned Concrete - Ghrom ix admixtures for integral colored 1. Grout all cells with vertical steel solid as shown on the drawings. g g concrete by L.M. Scofield Company. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. 2. Grout all cells below grade solid. Refer to construction detail s for "specific" hardware specification. 11. Dust-On Color - 'Lithochrome' color hardener by L.M. Scofield Company. 3. Provide minimum 5/4" between steel reinforcingand blocks.. 3. Concrete - Glass A concrete minimum 2,000 PSI at 28 days and/or 12. Surface Retardant - 'Lithotex' top surface retarder as menufactured by F. Wee holes 'For-Rock' as shown on the drawings. L.M. Scofield Company, or 'Sika' surface retardant or 'Rugesol' as 1. Open point weep holes at 52" O.G. maximum on bottom course of retaining 4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. l manufactured by Sika Corporation. walls with I cubic foot gravel if shown on drawings or approved drainage 'Metalizing' or galvanizing or powder coating if shown on the drawings. system per Structural Engineer's specifications. B. Subgrade B. Fabrication and Installation I. Grade all subgrades to a uniform depth and compaction. Moisten all 6. 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. g p 2. Horizontal bars to taper with grade or step with grade as shown on the 3. Place sand or ag re ate base as directed in the site specific geotechnical H. Waterproofing drawings. Vertical bars to be plumb. 0 report and installation recommendations. Contractor to obtain a certified I. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. copy from the general contractor or owner. C. Welding 1. Gleaning I. Welding to comply with the requirements of standard code for ARC and W C. Forms I. Glean all masonry work, remove all mortar stains. gas welding. 0 > M I. Use only finished lumber. Set all forms true to grade and position. 0 oC tVG 2. Upon completion of work, remove all mortar droppings, debris, materials and 2. Weld to only clean, rust-free surface. 0 N O 2. Moisten all forms prior to pouring of concrete or use approved form tools from site. s to be continuou s and free of cracks craters and porosity. Tack 0 O N release agents. 3. All wed , p y g BRICK MASONRY welds not acceptable. Z Q III. D. Expansion Joints Scope of Work - Provide all labor, materials, tools, equipment, transportation and 0 = U 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. J C* Ld CO structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: W � Z I� the drawings. 5. Flug all open ends and tops, and weld. Z LO cc 0)� A. Materials D. Painting O 2. Place control point in concrete not to exceed a horizontal spacing as I. Brick or stone conforming to ASTM A-62 grade MW as shown on the drawings. I. Prime all metal work with one coat Zinc Chromate primer. specified by a soils engineer. 2. Cement - Standard Portland Cement ASTM designation 0-150, Type 11, 111, or 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shown 5. Place construction joints in concrete where casting on concrete is to be V low alkali single brand throughout. Refer to Soils Engineer's report for on the drawings. Paint to be 4 mils minimum dry thickness each. stopped and subsequent casting is to be started. recommendations. 3. Prime and paint per above, all field welds. E. Concrete 3. Sand - Glean, well eroded ASTM designation C-144. Q I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard g g E. Protection and Cleanup and be proportioned to attain a minimum cylinder strength of 2,500 FSI in I. Protect all existing work from paint overspray. N 28 days. Compressive strengths are to be determined in accordance with 4. Water - Water used shall be of potable quality. 2. Obtain Fire permit where required for on-site welding. Z Q ca ASTM 0-3ci. The slum shall I not exceed 4 . Refer to the site specific soil I 5. Steel - Reinforced steel for Nails Is to be Grade 40 deformed bars ASTM Z Z p Q report for site specific concrete mix specifications and steel reinforcement. designation A-165. g 3. Upon completion of work, remove all scrap iron, debris, materials and cc it :5 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in tools from site. W 0 accordance wi h the re uirement of Standard Specifications for ready (b.. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, q, d p y mixed 1/2 art lime putty, 5 parts sand, conforming to ASTM C-2-t0. Omit lime putty �- J W p Q iL concrete ASTM C-Q4. if plastic cement is used. F. Concrete FinishingW U U I. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight �. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement, � edge to remove all irregularities. Float to a smooth surface, steel trowel, 3 parts sand or I part cement, 3 parts sand and 2 parts pea gravel. 0 and edge to an even hard surface. Score as indicated on drawings. Use a new B Layyin of Brick W Z manila hem bristle broom. Brush markings on slab in uniform fashion perpendicular I. Lo all masonr straight and true to line with brick vertical joints plumb over J W :5 p to form edges and across width of walk / drive or as shown on the plan view drawings. each other. Horizontal joints shall be level. Headers and corner units to show Q 0 Q Rock Salt Finish - Tam fresh concrete with heavy metal rid. Screed with finished faces where exposed. Joints and bond pattern to be as shown on 2 p y g the drawings. JIX straight edge to remove all irregularities. Float to a smooth surface, steel G Reinforcing = 00 a Q trowel and edge to an even hard surface. Score as indicated on drawings. 1. All bars in masonry shall be lapped. a minimum of 40 bar diameters. Dowels CO M Hand broadcast rock salt in even distribution and tamp in. Wash off concrete for walls and columns to be same size as wall reinforcing. Contractor to * U. Z with enough pressure to dissolve rock salt after concrete has set. obtain Structural En ineer's details and specifications for all steel sizes Z E- O � and locations. Copygo be provided to contractor from owner. JI 0 5. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. `'`' Q Q O D. Gutting of Masonry 0. � 02 O _ Screed with straight edge to remove all irregularities. Float to a smooth I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less a (n V U surface, steel trowel and edge to an even hard surface. Apply surface than I/2 length shall not be used. Stone to be out with chisel and hammer. retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scofield, using sprayer, providing even distribution. E. Groutingg of Masonry Reveal aggregate by using water jet and coarse f iber brush to remove 1. Grout core wa I Is solid as shown on the drawings. SHEET DESCRIPTION retardant paste from surface, washing thoroughly until surface is clean and 2. Provide minimum of 2-I/2" grout space between double brick walls. Provide exposure is complete and uniform. minimum 5/4 between stee-f reinforcing and brick. 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. Waterproof in surface. Hand seed surface in uniform fashion over entire area kee in stone I. Waterproof all retaining walls below grade with asphalt emulsion, or other as CONTRACTOR CUALIFICATION NOTE: keep ling Engineer. - 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Eng ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C 2-1 DESIGNED depth below concrete surface. 1. Gleaning and Sealing ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-8 SMP 5. Stomped Concrete - Tamp fresh concrete with heavy metal grid. Screed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED G-2q DRAWN p SMP of muriatic acid and water. Apply clear sealer to exposed surfaces if shown with straight edge to remove all irregularities. Float to a smooth surface. on the drawings. CHECKED Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake NOTE: SNIP method using a minimum of 60 pounds per 100 square feet. Apply in 2 or 2. Upon completion of work, remove all mortar droppings, debris, materials and DATE 1.31.07 more shakes and float after each shake. Trowel only after final floating tools from site. ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS while concrete is still plastic using imprinting tools to make pattern as PART OF THESE SPECIFICATIONS ARE NOT PART OF THE CITY OF PALM 10B NO. 261454 shown on the drawings. Apply color curing compound 'Lithochrome' color IV. CARPENTRY DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type Scope of work - Provide all labor, materials, tools, a cI,uip ment, transportation and CAD FILE PROCESS. Ale ria-Consts ec surface is shown on drawin s, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, g g pp p Including but not limited to the followin SHEET NUMBER texturing the concrete. Color curing compound may be optional, as g g` IT IS THE OWNERS RESPONSIBILITY TO OBTAIN ANY ADDITIONAL indicated on the drawings. A. Material s AFFROVALS THAT ARE NECESSARY FOR WORK THAT IS TO BE (b. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with g I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawings, PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER straight edge to remove all irregularities. Float to a smooth surface, steel straight, sound, free from marks, pin head knots, sap pockets, slivers, and DEPARTMENT'S JURISDICTION. cs �i trowel and edge to an even hard surface. Prior to set, lightly sponge chec a. Select grade or better where shown on the drawings. OF 26 SHEETS r.,.0N5TRUC-.T10N 5FEC.-olFIC.,ATIONS PLAN SET "G" 11-8-07 . . . . . . . . . . . . . . UTIL/TY SYMBOL LEGEND VIA DE LA PAZ TYPICAL A/C LOCATION . ALTERNATE A/C LOCATION CITY OF PALM DESERT PRE-PLOT GRANNY FLAT A/C KEY M A P O w WATER CONSERVATION STATEMENT POSSIBLE FUTURE GRANNY FLAT A/G \ TRANSFORMER (ABOVE GROUND) �,, `SO�T�c / i ��;� F S J �,y' y, T,9T SUMMERS/MURPHY PARTNERS, INC ' w PRIMARY PULL50X (FLUSH) I �, �, LANDSCAPE ARCHITECTS N.A.p. THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE �,'� y0_ SUITE 200 Q w r A9 C-)R 34197 COAST HIGHWAY, Z A.P. N.A.p. MAILBOX i / I"" ci,� y DANA POINT, CALIFORNIA 92629 o 0 i Q PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. i j�� � % � DAN 443.1446 FAX (949) 443-1631 (n U THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER 11"X50" ELECTRICAL BOX (FLUSH) ' `� '� �"70 a I '" USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE I-►"X50" TELEPHONE BOX (FLUSH) i i '� , 1 , ;11 ���1% I Ii I I I I i i , 1 O I ' REQUIREMENTS. II II �; I, t I � Mur Fq i ( I 41 Xq GABLE TV. BOX (ABOVE &ROUND) LAND SCAP ' l , - - 1 � I_, r - 1IRRt6AT4OR CONTROLLER / POMR PED. Q , l 1 i M \ ��G G M• Phy �ofp�y1 CALLS VIBRANTE CERTIFICATE OF PROJECT COMPLETION FIRE HYDRANT w C? p �� � . I . J 17,1% ___ ft � W a � 0 Project Name;_________________ Parcel Ma or Tract No.,_________________ `�R METER Signature j P o � 2931-os 1 ♦ IIIOV. BOLLARD LIGHT Project Location,-------------------------------------------------- T BULLET LIGHT § Renewal Date _ -, _ �c &" - [I,---- TH15 PLAN REFLECTS RECOMMENDED LIGHT tp Date P -" Maximum Water Allowance:___________________________________________ FIXTURE LOCATIONS ONLY. THE OWNER 9T R�� L �, .i 1[ I I , (In hundred cubic feet) SHALL HAVE THEIR ELECTRICAL ENGINEER F OF CALIFO - ` 11111� _ RECOMMEND ACTUAL FIXTURES. ELECTRIC FRANK SINATRA , r— ..a_.:__ JW_ _. _R.- Estimated Total Annual Water Use; ENGINEER SHALL BE RESPONSIBLE FOR ALL These drawings and/or the N.A.P. NOT TO 50ALE PROJECT — __.. ___ _ _-„ - __ ,: ELECTRICAL DESIGN AS NEEDED TO MEET accompanying specifications THE CITY OF PALM DESERT'S LI&HTIN& LOCATION are the exclusive ro ert of N.A.P. ------------------------------------------------ (in hundred cubic feet) ORDINANCE. P P Y Summers/Murphy & Partners, Preliminary Project Documentation Submitted: (initials indicates submittal) Inc. and their use and publi- I' FRANK SINATRA ALL LI&HTIN& SHALL BE APPROVED BY THE cation shall be restricted to the CITY OF PALM DESERT PLANNING original site for which they _____1, Grading design plan DEPARTMENT PRIOR TO INSTALLATION. were prepared. Re-use, repro- 2. Landsca a desi n lain duction or publication by any ® AREA SERVED BY METER #12 ----- P g p method, in whole or part, is prohibited except by written ® LANDSCAPE IRRIGATION WATER METER - 3/4"w/2" SERVICE LINE -----3. Irrigation design plan permission from Summers/ ' LOCATED AT 14+83.5 CALLS VIBRANTE _____4, Irrigation schedules Murphy & Partners, Inc. Maximum Design Meter Flow Rates: TOTAL AREA= 28,786 Sq. Ft. (0.66 Acres) 3/4" = 23gpm Post installation Inspection; (initials indicate completion) (40gpm per Planted Acre)x(0.66 Acres) = 26gpm 1" = 37gpm Meter flow rates for V Meter= 24-37gpm 1-1/2" = 80gpm -----A. Plants installed as specified 2" = 120gpm -----B, Irrigation systems installed as designed � r__'�� SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #12 Comments:_____________________________________________________ �-S Z A copy of this certification has been provided to Owner/Developer and District 0 Ln Comments ----------------------------------------------- oC ,,,, POINT OF CONNECTION; ------------------------------------------------------------ , � REFER TO NOTE W BELOW RIGHT H III __ It is my opinion that the work outlined above has been completed in substantial Q -- accordance with Coachella Valley Water District and The City of Palm Desert's Q CONTROLLER LOCATION; Landscape and Irrigation Guidlines, � I MATS �' ' REFER TO NOTE 'B' BELOW RIGHT I -- _.. 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I I- I - L--// ____ _______________ . - __ - L " ,,, tI� - I __, I - -L - I- - I- - I -I __- I L -I - - -____ ", 1-1- 11 I' , � Z / r i / �_ 'I, , " 7 " ----- ---- _ _ - _ --_ -_- _-_ _ - - ., - - --- --- _7 .. 11 - - ,__- -__ ,""'... -LLLL --- ---- -,--. - .__-- --I-, , -"' - - "' L . ........ -- ----- IIIIIIIIIIIIIIIIIII * U. 0 I----- __- ' ___---- _- - -- L�-- - -__L ' L -- -____ - ____1 -------- I11....... ................. - ------I- .11-1----_ LL -- 'LL __ LLL-L -- --__ - - __- -, -__- -_-_- 1- -__ I I - --- -, ---I--- - ____ , - - L - i t Z Issss 0 M I LU Q � � 2 NOTE A: a V V POINT OF CONNECTION # 12 SHALL BE A 3/4" DOMESTIC WATER METER WITH A 2" SERVICE 0- LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR NOTE E: TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES SHEET DESCRIPTION FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE IRRIGATION RESPONSIBILITY OF THE CONTRACTOR. NOTE F: PLAN CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH NOTE: STATIC WATER PRESSURE 90 PSI UTILITIES. NO TREES SHALL BE PLANTED WITHIN C.V.W.D. DESIGN WATER PRESSURE 70 PSI EASEMENT OR RIGHT-OF WAYS. MAXIMUM SYSTEM DEMAND 21 GPM RESIDUAL WATER PRESSURE 20 PSI NOTE: DESIGNED NOTE B: NO CONFLICTING UTILITIES WITHIN PROJECT AREA S+A STATEMENT OF WATER CONSERVATION DRAWN S+A CONTROLLER "D" SHALL BE A WEATHERTRAK MOD. #"ETPR02-18-SPT-RI" 18 NOTE: STATION INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR NO TREES SHALL BE PLANTED WITHIN C.V.W.D. EASEMENT OR RIGHT-OF WAYS. Please note the following principles of design utilized on this project directed specifically TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CHECKED as conserving water and improving the efficiency of the irrigation system: CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO SNIP COMMENCING WORK. These plans have been reviewed by the Coachella Valley Water District in DATE Utilization of high-efficiency point source drip. G/TY OF PALM DESERT p, T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section 1.31.07 Irrigation zones separated by plant material types. INSPEGTION SCHEDULE NOTE NOTE C: R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with JOB NO.Irrigation zones separated by exposure and orientation. the local governing agency(City or County). "Approval of this drawing by CVWD 261454 MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, Utilization of controller with water budgeting feature. ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND staff does not constitute approval to encroach into district and USER Rights-of-way. REFER TO THE TITLE SHEET FOR THE CITY OF A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. O / S T R t G Trees,plants,walls,and permanent structure of any kind may not be planted or CAD FILE AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA PALM DE5ERT'5 INSPECTION SCHEDULE. installed in CVWD and USBR easements or right-of-way without first obtaining an LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A sweeney + associates encroachment permit from CVWD. SHEET NUMBER CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM NOTE D. IRRIGATION DESIGN AND CONSULTING I INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMODATE ANY Califomia SCALE : I ll v 2O I DATE WATER MANAGEMENT SUPERVISOR THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT 38730 Sky Canyon Drive,Suite C MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE ANY CHANGES TO THE APPROVED PLAN MUST BE POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH OWNER'S AUTHORIZED Murrieta,CA 92563 REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD SUBMITTED IN WRITING TO THE CITY OF PALM DESERT REPRESENTATIVE PRIOR TO COMMENCING WORK. email swee y ssoc.c1.685o f CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR I P �i HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN evwww.ssweenenassoccomm FOR APPROVAL PRIOR TO INSTALLATION y NORTH f7 Murrieta,California-Austin,Texas'Ft. Lauderdale, Florida O 1 201 t{.D I 60' OF 26 SHE — _____ PLAN SET IIGII 11-8-07 IRRIGATION NOTES NOTE: CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETo DATA. IRRIGATION MATERIAL LEGEND (HOA) 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF Controller : A IRRIGATION CONTROLLER RUN TIMES SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PLANT TYPE /SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. Days Per Week: 6 9.9 (HOURS) (HOURS) 0 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 Shrub and Ground Covers: PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50 (1.0) TRICKLE SUMMERS/MURPHY do PARTNERS, INC 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE Drip 9.90 0.40 0.49 0.90 0.35 6 2.10 PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA LANDSCAPE ARCHITECTS EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE 34197 COAST HIGHWAY SUITE 200 COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE Trees: SIDES OF TREE TYPICAL. DANA POINT.HIGHWAY, SUITE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED Bubbler Heads 9.90 0.80 3.00 0.90 0.11 9 1.03 DA9) 443.1446 FAX CALIFORNIAIA9) 443-1631 TO THE OWNER'S REPRESENTATIVE. CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 15 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 B 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. TOTAL RUN TIME IN HOURS FOR DRIP& BUBBLERS ONLY: 3.12 DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY TOTAL RUN TIME IN HOURS: 3.12 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 ��F,O �NMu C, ,0 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN y �� O �� do y BEFORE BEGINNING WORK. TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH 0 � > 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO Controller: B IRRIGATION CONTROLLER RUN TIMES VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROMPAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS -i BE INSTALLED WITHIN PLANTING AREAS. PLANT TYPE/SPRINKLER TYPE Eto AKc P .R RATE IE RUN TIME QUANTITY RUN TIME Signature Days Per Week: 6 9.9 7_31_08 Y (HOURS) (HOURS) ® P.O.C. 3/4" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A * Renewal Date 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN Shrub and Ground Covers: THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. Drip 9.90 0.40 0.49 0.90 0.35 4 1.40 ® P.O.C. 1" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/q J�� Date ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY OFF'CAUFO� WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED Trees: ® C.V.W.D. 1" R/P BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT NECESSARY BY THE OWNER. Bubbler Heads 9.90 0.80 3.00 0.90 0.11 6 0.68 N/A CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 10 These drawings and/or the 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE TOTAL RUN TIME IN HOURS FOR DRIP& BUBBLERS ONLY: 2.08 ® RAIN BIRD 100-EFB-CP SERIES (1") NORMALLY CLOSED BRASS MASTER VALVE C accompanying specifications are the exclusive property of RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND TOTAL RUN TIME IN HOURS: 2.08 Summers/Murphy & Partners, INSTALLATION. ® DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF, 1" SIZE D Inc. and their use and P ubli- 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE cation shall be restricted to the TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. ►" WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE E original site for which they , Controller: C IRRIGATION CONTROLLER RUN TIMES were prepared. Re-use, repro- ducti 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE PLANT TYPE/SPRINKLER TYPE Eto AKc P on or publication by any R RATE IE RUN TIME QUANTITY RUN TIME Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE F method, in whole publication or part, is LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE SIZE OF WIRE Days Per Week: 6 9.9 (HOURS) (HOURS) prohibited except by written BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. Shrub and Ground Covers: RAIN BIRD 1X0-PEB-PRS-D (1" OR 11/2") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN G permission from Summers/ WHERE FEASIBLE SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. Drip 9.90 0.40 0.49 0.90 0.35 4 1.40 Murphy & Partners, Inc. 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE Trees: RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY H CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES Bubbler Heads 9.90 0.80 3.00 0.90 0.11 9 1.03 WITHIN 18" OF HARDSCAPE. CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 13 © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL I,J TOTAL RUN TIME IN HOURS FOR DRIP& BUBBLERS ONLY: 2.42 VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS-SIZE AND TYPE NOTED ON DRAWING. 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED TOTAL RUN TIME IN HOURS: 2.42 EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER ® N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. PACIFIC PLASTICS PVC PIPE 3/4"- 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE K Controller: D IRRIGATION CONTROLLER RUN TIMES Z PLANT TYPE/SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME - - PACIFIC PLASTICS PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE K 0 NHOURS 9 (HOURS) (HOURS) SPANISH WALK- ESPERANZA COMMON AREA PHASE 1 LANDSCAPE IRRIGATION PLANS Days Per Week: 6 9. PLANT/ EMITTER SCHEDULE PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED L Drip 9.90 0.40 0.49 0.90 0.35 5 1.75 Shrub and Ground Covers: PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. Dd EMITTER EMITTER BOTANICAL NAME ICOMMONNAME I QUANTITY VOLUME Trees: NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) K,L,M UJ Bubbler Heads 9.90 0.80 3.00 0.90 0.11 11 1.25 Q CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 16 LOW WATER USE SHRUBS TOTAL RUN TIME IN HOURS FOR DRIP& BUBBLERS ONLY: 3.00 NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS M 0 ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH TOTAL RUN TIME IN HOURS: 3.00 CONTROLLER 1<1<1<1<1<1 Q AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH VALVE NUMBER ALOE BARBADENSIS ALOE VERA 2 1.0 GPH ALOE 'BLUE ELF' BLUE ELF ALO E 2 1.0 GPH A2� 20 ----G.P.M. A YLIRON WHEELERI DESERT SPOON 2 1.0 GPH 1" 2000 ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) ECHINOCATUS GRUSONII GOLDEN BARREL CACTUS 2 1.0 GPH , HE PERALOE PARVIFLORA RED YUCCA 2 1.0 GPH VALVE SIZE LARREA TRIDENTATA CREASOTE 2 1.0 GPH LAVANDULA ANGUSTIFOLIA LAVENDER 2 1.0 GPH OENOTHERA CAESPITOSA WHITE-TUFTED EVENING PRIMROSE 2 1.0 GPH PENSTEMON SUPERBUS PENSTEMON 2 1.0 GPH SALVIA CLEVELANDII CLEVELAND SAGE 2 1.0 GPH STIPA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH YUCCA ELATA SOAP-TREE YUCCA 2 1.0 GPH WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS WATER PRESSURE CALCULATIONS YUCCA BACCATA BANANA YUCCA 2 1.0 GPH WATER METER NUMBER 12 IWATER METER SIZE " 3/4 WATER METER NUMBER 13 IMATER METER SIZE 1 WATER METER NUMBER 14 WATER METER SIZE 1"ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 1.0 GPH HYDRAULIC GRADE LINE (FT) NIA IWATER METER ELEVATION (Fl) N/A HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVATION (FT) NIA HYDRAULIC GRADE LINE (FT) N/A WATER METER ELEVATION (FT) N/A ZEPHYRANTHES GRANDIFLORA IRAIN LILY 2 1.0 GPH ELEVATION DIFFERENCE (FT) NIA ISTATIC PRESSURE (PSI) 90 ELEVATION DIFFERENCE (FT) N/A ISTATIC PRESSURE (PSI) 90 ELEVATION DIFFERENCE (FT) NIA STATIC PRESSURE (PSI) 90 REMOTE CONTROL VALVE# D8 REMOTE CONTROL VALVE SIZE 1" REMOTE CONTROL VALVE# B1 REMOTE CONTROL VALVE SIZE 1" REMOTE CONTROL VALVE# C3 REMOTE CONTROL VALVE SIZE i" O R.C.V. DEMAND(GPM) 21 TOTAL DEMAND (GPM) 21 R.C.V. DEMAND (GPM) 20 TOTAL DEMAND (GPM) 20 R.C.V. DEMAND(GPM) 17 TOTAL DEMAND (GPM) 17 LOW/ MOD WATER USE SHRUBS HIGHEST HEAD SERVED(FT) NIA STATIC PRESSURE AT HIGHEST HEAD N/A HIGHEST HEAD SERVED (FT) NIA STATIC PRESSURE AT HIGHEST HEAD NfA HIGHEST HEAD SERVED(FT) NIA STATIC PRESSURE AT HIGHEST HEAD N/A AGAVE GEMINIFLORA TWIN FLOWER AGAVE 2 1.0 GPH SIZE DESCR IPTION FLOW # PSI LOSS SIZE DESCRIPTION FLOW # PSI LOSS SIZE DESCRIPTION FLOW # PSI LOSS W AGAVE DESMETTIANA AGAVE 2 1.0 GPH 2" SERVICE LIVE (50 FT OF TYPE K COPPER) 21 1 0.2 PSI 2" SERVICE LIVE (50 FT OF TYPE K COPPER) 20 1 0.2 PSI 2" SERVICE LINE (50 FT OF TYPE K COPPER) 17 1 0.2 PSI O LEUCOPHYLLUM CANDIDUM SAGE 2 1.0 GPH 314" WATER METER DISC TYPE " ( 21 2 6.5 PSI } 3I4 WATER METER (DISC TYPE) 20 2 6.5 PSI 3f4" WATER METER (DISC TYPE) 17 2 6.5 PSI O itLEUCOPHYLLUM FRUTESCENS TEXAS RANGER 1 2 1.0 GPH 1" BACKFLOW PREVENTER (RIP TYPE) 21 3 12.0 PSI 1" BACKFLOW PREVENTER (RIP TYPE) _ 20 3 12.0 PSI 1" BACKFLOW PREVENTER(RIP TYPE) s 17 3 12.0 PSI Q 1" FILTRATION (WYE FILTER) 21 4 0.2 PSI 1" FILTRATION (WYE FILTER) 20 41 0.4 PSI 1" FILTRATION N 0 (WYE FILTER) 17 4 0.4 PSI N/A PRESSURE REGULATOR (WILKINS 500HLR) NIA 5 0.0 PSI NIA PRESSURE REGULATOR (WILKINS 500HLR) NIA 5 0.0 PSI N/A PRESSURE REGULATOR (WILKINS 500HLR) NIA 5 0.0 PSI 0) N MODERATE WATER USE SHRUBS 1" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 21 6 8.1 PSI 1" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 20 6 8.1 PSI ill INASSEMBLY PIPING (BRASS 1IUI4 ELLS} 17 6 8.1 PSI Z Q r BOUGAINVILLEA"RASPBERRY ICE" BOUGAINVILLEA 2 2.0 GPH V r 1" MASTER CONTROL VALVE 21 7 3.2 PSI 1" MASTER CONTROL VALVE 20 7 3.5 PSI i" MASTER CONTROL VALVE 17 7 3.7 PSI CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH i" FLOW SENSOR 21 8 1.0 PSI 1" FLOW SENSOR 20 8 1.0 PSI 1" FLOW SENSOR 17 8 1.0 PSI O COCAESALPINIA PULCHERRIMA ROCK ROSE 2 2.0 GPH 2" ISOLATION VALVES (BALL TYPE) 21 9 1.0 PSI 2" ISOLATION VALVES (BALL TYPE) 20 9 1.0 PSI 2" ISOLATION VALVES (BALL TYPE) 17 9 1.0 PSI J CO W CO 2" 100 FEET OF MAINLINE: CL. 315 PVC 21 10 0.4 PSI 2" 110 FEET OF MAINLINE: CL. 315 PVC l 20 10 0.6 PSI 2" 340 FEET OF MAINLINE: CL. 315 PVC 17 10 3.7 PSI Z }. Z CISTUS PURPUREUS LAUREL LEAF SNAIL SEED 2 2.0 GPH N/A FEET OF MAINLINE N/A 11 N/A PSI N/A FEET OF MAINLINE N/A 11 N/A PSI N/A FEET OF MAINLINE NIA 11 NIA PSI V DODONAEA VISCOSA HOPSEED BUSH 2 2.0 GPH > 2" 2- 90 DEGREE ELBOWS 21 121 0.1 PSI 2" 2- 90 DEGREE ELBOWS 20 12 0.1 PSI 2" 2- 90 DEGREE ELBOWS 17 12 0.1 PSI LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA 2 2.0 GPH 1" REMOTE CONTROL VALVE 21 13 3.4 PSI i" REMOTE CONTROL VALVE 20 13 3.8 PSI 1112" REMOTE CONTROL VALVE 17 13 3.8 r M v LANTANA CAMARA VARS.'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH PSI 10% LATERAL LINE LOSS NIA 14 3.0 PSI 10°�6 LATERAL LINE LOSS NIA 14 3.0 PSI 10% LATERAL LINE LOSS N/A 14 3.0 PSI LIRIOPE SPECIES TURF LILY 2 2.0 GPH 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 15 0.1 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) NIA 15 0.1 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 15 0.7 PSI MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 2 2.0 GPH NIA ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 N/A PSI NIA ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA 16 N1A PSI N/A ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) NIA 16 NIA PSI ROSMARINUS OFFICINALIS ROSEMARY 2 2.0 GPH TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 . PSI 39.3 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU#16) 17 40.3 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU#16 17 44.3 PSI P RUSSELIA EQUISETIFORMIS CORAL FOUNTAIN 2 2.0 GPH PRESSURE REQUIRED AT HEAD 18 30.0 PSI PRESSURE REQUIRED AT HEAD 18 30.0 PSI PRESSURE REQUIRED AT HEAD 18 SALVIA GREGGII 'SIERRA LINDA" RED SALVIA 2 2.0 GPH TOTAL PRESSURE REQUIRED (SUM OF#17 AND#18) 19 69.3 PSI TOTAL PRESSURE REQUIRED(SUM OF#17 AND#18) 19 70.3 PSI TOTAL PRESSURE REQUIRED(SUM OF#17 AND#18) 19 30 30.3 PSI STATIC WATER PRESSURE (FROM ABOVE) 20 90.0 PSI STATIC WATER PRESSURE (FROM ABOVE) 20 90.0 PSI STATIC WATER PRESSURE (FROM ABOVE) 20 90.0 PSI RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 20.7 PSI RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 19.7 PSI RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 15.7 PSI SET PRV DR MCV AT(#19 PLUS 10 PSI) 22 N/A PSI SET PRV OR MGV A Q T #19 PLUS 10 PSI) 22} NIA PSI SET PRV DR MCV AT(#19 PLUS 10 PSI) 22 NIA PS I PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE30 PSI RESIDUAL) 23 NIA PSI PRESSURE BOOST, IF REQUIRED(SET TO E30 PSI RESIDUAL) 23 NIA PSI PRESSURE BOOST, IF REQUIRED(SET TO ACHIEVE PSI RESIDUAL) 23 N/A PSI CITY OF PALM DESERT -- WATER CONSERVATION STATEMENT Q < co � � Z p THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE WATER PRESSURE CALCULATIONS W LL 9L WATER METER NUMBER 15 WATER M ETER SIZE 1" CL _J W PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVATION (FT) N/A c Q a THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER ELEVATION DIFFERENCE (FT) N/A STATIC PRESSURE (PSI) 1il 90 W V Q USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE REMOTE CONTROL VALVE# A10 REMOTE CONTROL VALVE SIZE ill REQUIREMENTS. R.C.V. DEMAND (GPM) 19 TOTAL DEMAND (GPM) 19 �' (co HIGHEST HEAD SERVED(FT) NIA STATIC PRESSURE AT HIGHEST HEAD NfA 0� W Z SIZE DESCRIPTION FLOW # PSI LOSS CO CERTIFICATE OF PROJECT COMPLETI❑N 2" SERVICE LINE (50 FT OF TYPE K COPPER) 19 1 0.2 PSI DRIP SYSTEM NOTES. W 1" WATER METER (DISC TYPE) 19 2 2.0 PSI Q Q Q Project Name----------------- Parcel Map or Tract No.:_-------_-_------ 1" BACKFLOW PREVENTER (R/P TYPE) 19 3 13.0 PSI ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE n., 1" FILTRATION (1/111'E FILTER) 19 4 0.5 PSI Project Location -------------------------------------------------- N/A PRESSURE REGULATOR i;WILKINS BR4) NIA 5 N/A PSI LEGEND. LINES IN L RISERS SHALL BE CONNECTED LINE THE PVC 00 W LATERAL LINES 1N LOCATIONS ALONG THE LATERAL LINE ROUTE IN � J 1" BFD ASSEMBLY PIPING (BRASS W/4 ELLS) 19 61 7.6 PSI Maximum Water Allowance:___________________________________________ 1" MASTER CONTROL VALVE 19 7 2 1 PSI QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. M a Q (In hundred cubic feet) CO 1" FLOW SENSOR 19 8 1.0 PSI INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT W 0 2" ISOLATION VALVES (BALL TYPE) 19 9 1.0 PSI MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED Estimated Total Annual Water Use. 2" 500 FEET OF MAINLINE: CL. 315 PVC 19 10 1.8 PSI GRANITE SPECIFIED ON LANDSCAPE PLANS Z V O N/A FEET OF MAINLINE NIA 11 N/A PSI 06SA28BB07________________________________________________ (in hundred cubic feet) 2" 5 - 90 DEGREE ELBOWS 19 12 0.4 pSI CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS sweeney + associates0 _ O Preliminary Project Documentation Submitted; (initials indicates submittal) illREMOTE CONTROL VALVE 19 13 6.5 PSI BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND IRRIGATION DESIGN AND CONSULTING , Ind �A 10% LATERAL LINE LOSS 19 14 3.0 PSI SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE California ii 1. Grading design plan 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) 19 15 0.4 PSI PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT 38730 Sky Canyon Drive,Suite C QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO Murrieta,CA 92563 N/A ELEVATION GRANGE (P.O.C. TO HIGHEST HEAD} NIA 16 NIA P51 951.461.6830 p 951.461.6850 f SHEET DESCRIPTION __ 2. Landsca a desi n lan BIDDING OR STARTING WORK. --- P 9 P TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU#16) 17 39.5 PSI email@sweeneyassoc.com 3. Irrigation design plan www.sweeneyassoc.corn PRESSURE REQUIRED AT HEAD 18 30.0 PSI Murrieta, eeneyas •Austin,Texas Ft.Lauderdale,Florida IRRIGATION TOTAL PRESSURE REQUIRED(SUM OF #17 AND#18) 19 69.5 PSICalifornia 4. Irrigation schedules STATIC WATER PRESSURE (FROM ABOVE) 20 90.0 PSI LEGEND, CALCS. RESIDUAL PRESSURE (SUBTRACT#19 FROM #20) 21 20.5 PSI AND NOTES SET PRV OR MGV AT(#20 PLUS 10 PSI) 22 N/A PSI NOTE: Post installation Inspection. (initials indicate completion) PRESSURE BOOST, IF REQUIRED(SET TO ACHIEVE 30 PSI RESIDUAL) 1 23 N/A IPSI NO TREES SHALL BE PLANTED WITHIN C.V.W.D. A. Plants installed as specified EASEMENT OR RIGHT-OF WAYS. DESIGNED SMP B. Irrigation systems installed as designed NOTE:NO GONFLIFTING UTILITIES WITHIN PROJECT AREA. DRAWN Comments---------------- JL ------------------------------------- ------------------------------------------------------------ CHECKED JL A copy of this certification has been provided to Owner/Developer and District These plans have been reviewed by the Coachella Valley Water District in DATE 02.01.07 T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section G/7Y OF J= ALM VE. RT R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with JOB NO. Comments:----------------------------------------------------- the local governing agency(City an County). "Approval of this drawing r CVWD 261454 IN51=EC7/0N 5GHEMULE N07E staff does not constitute approval to encroach into district and USBR Rights-of-Way. CAD fl� --------------------------------- 4 Trees,plants,walls,and permanent structure of any kind may not be planted or It is my opinion that the work outlined above has been completed in substantial 454-IL REFER TO THE TITLE SHEET FOR THE CITY OF S T R k G installed in CVWD and USBR easements or right-of-way without first obtaining an PALM DESERT'S INSPECTION SCHEDULE. encroachment permit from CVWD. SHEET NUMBER accordance with Coachella Valley Water District and The City of Palm Desert's Landscape and Irrigation Guidlines, NOTE: DATE WATER MANAGEMENT SUPERVISOR ANY CHANGES TO THE APPROVED PLAN MUST BE Landscape Architect Signature Date License NO CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR SUBMITTED IN WRITING TO THE CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION OF 26 SHE PLAN SET "GI' 11-08-07 . . . . . . . . . . . . . . . POINT OF CONNECTION #12 C OACHELLA VALLEY WATERDISTRICT COAC'HELLA VALLEY WATERDISTRIC'T C OAC'HELLA VALLEY WATERDISTRIC"I' C OAC HELLA VALLEY �'�'ATERDISTRICT Cityof Palm Desert I I i- „ !li a ,_y' r ll rny,; e^Jl In ;,, ,,N „ ,I f�rirtt�txrft LANDS S/MURPHI PARTNERS. INC LANDSC,APE,IRRIGATION WATER ANALYSIS 1,ANDSC.APE,TRR1C ATION WATER ANATYSIS LANDSC;APE.TRRICATION WATER ANALYSIS LANDS WATERANALYSIS LANDSCAPE ARCHITECTS Water Calc Chart "I' i""' 'I "' I DANA POINT, CALIFORNIA 92629 n •,I I " r,,,� � ��"I I�"� �I� �� ',,,�'��� i;,�,� 34197 COAST HIGHWAY, SUITE 200 ,it a, `,li ly IWl ynln,., Ill inil i I •,I ld inl In.ilr iiil•ni,1-hw,lli I ,.i i ,'lr.•i1,Ity Ili, MP•,.'•.In 1I „I 1 12O.IL( I• nl , tint ,iii•ilu iva it I, •,I PROJECT: Spanisli Wall: - EsperanzaPhasel-3 PRO-Tlli Spanisli Walls - EspetanzaPhasel-3 PRO.TF.CT: Spauisli Wall: - EsperauzaPhasel-3 Spanish Walls - I,:speranza Models (949) 443-1446 FAX (949) 443.1631 Tract f1 33837 Tract 11 33837 Tract P 33 83 7 Tract#33837 CVWD ETO Zone City of Pal[n Desert, California City of Palm Desetl, California City of Palm Desert, California Oily of Palm Desert, �'alifomia Total MWA ConunonArea LandscapelnjualionPlans- Meter 1/12 CouunonArea LandscapelnjualionPlans- Meter 613 ConunonArea LandscapelnigalionPlans- Meter 614 Model Complex inrigalion Flans- Meter1115 �p,NDSC,4,p Total Number of Plants 1412 1120.05 ��F.�N,, Murp/, F.1 Irrigation System Type Square Footage Estimated Water Use Project ETo: 93,90 Project ETo: 93.90 Project ETo: 93.90 Project ETo: 93.90 C, a�C, �0 Square Footage Calculations W 4o d'� Very Low Shrubs 10 Drip 0 0 MAXIMUM APPLIED WATER ALLOWANCE: MAXIMUM APPLIED WATER ALL OWANCE: MAXIMUM APPLIED WATER ALL OWANCE: MAXIMUM APPLIED WATER ALLOWANCE: -I Signature Tree&Shrub Square footage 28766 (GALLONS PER YEAR) (GALLONS PER FEAR) (GALLONS PER YEAR) (GALLONS PER YEAR) 9 7-31-08 Low Shrubs 798 Drip MWAETo)x(0.5)x(Total Sq. Ft.jx(.62jJ(748) 16257.27 281.33 * Renewal Date Turf Spray Square Footage 0 MWA=(ETo)x(0.5)x(Total Sq. Ft.)x(.62)/(748) MWA=(E-To)x(0.5)x(Total Sq. Ft.)x(.62)/(748) MWA=(E-To)x(0.5)x(Total Sq. Ft.)x(.62)/(748) Low/Mod Shrubs 82 Drip 1670.55 50.59 Turf Rotor Square Footage 0 93.9 x 0.6 x 0.62 { 748 1,343 CCF 93.9 x 0.6 x 27956 93.9 x 0.6 ST Date �P r x 28,766 - = x 0.6� { 748 = 1,306 CCF 93.9 x 0.6 x 2R�92 x D.62 { 748 = 1,335 CCF x 36,198 x 0.62 I 748 = 1,690 CCF �TF OF CALtF ..�� � Mod Shrubs 423 Drip 8617.58 372.82 Waterfeature Still Square Footage I" These drawings and/or the ESTIMATED APPLIED WATER USED: Mod/Hi Shrubs 0 Drip 0 0 ESTIMATED APPLIED WATER USED: ESTEMATED APPLIED WATER USED: ESTE IATED APPLIED WATER USED: accompanying specifications GALLONS PER FEAR' P ( J are the exclusive property of Waterfeature MovingSquare Footage 0 (GALLONS PER YEAR) (GALLONS PER YEAR) (GALLONS PER YEAR) P P y q 9 Summers/Murphy & Partners, High Shrubs 10 - Drip 0 0 EV,,'Li=t`ETox((Flant Factorw-Hydrozone Sq.R.lx(.62)1(749) EWU=fEToL(Flant Factor)x(Hydrozone Sq.R.M.6"'W7 48) EWCi=(`ETo)x(Plant FactorWIlydrozone Sq.Ft.)xf.621117481 EWU=�ETal�Plant FactorlxfHvdrozone Sq.Ft.1xf.62U(748`) Inc. and their use and publi- Gross Square Footage 28766 cation shall be restricted to the Low Trees 28 Bublers 570.43 11.85 Low Water Low Water use Shrub Planting: original site for which they Use Shrub Planting: Low Water Use Shrub Planting: Low Water Use Shrub Planting: , were prepared. Re-use, repro- Less Allowable Boulder/Cobble 93.9 x 0.2 x 15-524 x 0.62 { 748 = 268 CCF 93.9 x 0.2 x 15,875 x 0.62 / 748 = 275 CCF 93.9 x 0.2 x 14,942 x 0.62 { 748 = 257 CCF 43.9 x 0.2 x 1,,358 x 0.62 74S - 300 CCF Square Footage Low/Mod Trees 28 Bublers 570.43 20.73 p 0 9 0 0 9 0.9 duction or publication y any method, in whole or art, is prohibited except by written Boulder and Cobble instructions- It the Mod Trees 45 Bublers 916.76 47.59 ModWaterUse Shrub Planting: ModWaterUse Shrub Planting: ModWaterUse Shrub Planting: ModWaterUse Shrub Planting permission from Summers total amount Of boulderand cobble area _ _ = 93.9 x 0.5 x 15,010 x 0.62 r 748 = 649 CCF Murphy & Partners, Inc. r-- 93.9 x 0.5 x 11,022 x 0.62 � ?48 477 CCF 93.9 x 0.5 x 9,481 x 0.62 / 748 432 CCF 93.9 x 0.5 x 11,422 x 0.62 f 748 494 CCF 0� P y without plant material is greater than 5%of Mod/Hi Trees 8 Bublers 162.98 11 p g 0.9 0.9 0.9 the total landscaped area it may be used to adjust the overall landscape area. High Trees 0 Bublers 0 0 Low Water Use Tree Planting: Low Water Use Tree Planting: Low Water Use Tree Planting: Low Water Use Tree Planting: 93.9 x 0.2 x 795 x 0.62 ( 748 = 14 CCF 93.9 x 0.2 x 1,265 x 0.62 / 748 = 22 CCF 93.9 x 0.2 x 1,211 x 0.62 f 748 21 CCF 93.9 x 0.2 x 2,291 x 0.62 / 748 - 39 CCF = 0.9 Total Plants 1412 0.9 0.9 0.9 Net Square Footage 28766 - ModWaterUse Tree Planting: ModWaterUse Tree Planting: ModWaterUse Tree Planting: ModWaterUse Tree Planting: - Total Tree and Shrub EWU 795.91 _ _ - 93.9 x 0.5 x 1,549 x 0.62 / 748 - 67 CCF 93.9 x 0.5 x 1,426 x D.62 { 748 - 62 CCF 93.9 x 0.5 x 836 x 0.62 1 748 - 36 CCF 93.9 x 4.5 x 1,116 x 0.62 { 748 48 CCF 0.9 0.9 0.9 0.9 Total Waterfeature EWU 0 Z Total Turf EWU p MAXIMUM APPLIED WATER ALLOWANCE: 1,690 CCF O MAXIMUM APPLIED WATER ALLOWANCE: 1,343 CCF MAXIMUM APPLIED WATER ALLOWANCE: 1,30Fi CCF MAXINITTM APPLIED WATER ALLOWANCE: 1,335 CCF (in hundred cubicfeet) t/1 (in hundred cubic feet) (in hundred cubic feet) (in hundred cubic feet) TOTAL ESTIMATED WATER USE: 1,056 CCF } Total Estimate Water Use 795.91 TOTAL ESTIMATED WATER USE: 820 CCF TOTAL ESTIMATED WATER USE: 76 CCF TOTAL ESTIMATED WATER USE: 820 CCF Lu (in hundred cubic feet) � (in hundred cubic feet) (in hundred cubic feet) (in hundred cubic feet) W 1 0 POINT OF CONNECTION #13 WATER CONSERVATION CONCEPT STATEMENT WATER CONSERVATION CONCEPT STATEMENT WATER CONSERVATION CONCEPT STATEMENT QaaaQ POINT OF CONNECTION # 12 POINT OF CONNECTION # 13 POINT OF CONNECTION # 14 City of Palm Desert 5lep'l I rater I I /one(from Hie CVVVI)I lr,/one Map(CVWD Dri wing No,7yi 73J found in Lheir 6 "General Landscape and Irrigation System Design Criteria"i ter.: 0 Water Calc Chart step 2 Enter valucsf(.)r squarcfootaoc calculauol's Project Site: Spanish Walk Esperanza Phase 1-3 Tract or Parcel Number: 33837 Project Site: Spanish Walk Esperanza Phase 1-3 Tract or Parcel Number: 33837 Project Site: Spanish Walk Esperanza Phase 1-3 Tract or Parcel Number: 33837 Step 3-I I ler values nor the nurnberol plant materials in eticII vi1 iieru5e r:elegory. I he MAW and 11hlLl will be automaticallysalculated, 1 F Project Location: Cityof Palm Desert, California Project Location: City of Palm Desert, California Project Location: City of Palm Desert, California CVWD ETO Zone Landscape Architect/ Irrigation Designer/Contractor: Sweeney &Associates, Inc. Landscape Architect/ Irrigation Designer/Contractor: Sweeney &Associates, Inc. Landscape Architect/ Irrigation Designer/Contractor: Sweeney &Associates, Inc. Total Number of Plants 1238 Total MWA 1088.51 Included in this project submittal package are: (Check to indicate completion) Included in this project submittal package are: (Check to indicate completion) Included in this project submittal package are: (Check to indicate completion) Irrigation System Type Square Footage Estimated Water Use Square Footage Calculations � 1. Maximum Annual Applied Water Allowance: 1. Maximum Annual Applied Water Allowance: 1. Maximum Annual Applied Water Allowance: Very Low Shrubs # Drip 0 0 Conventional Landscape: 1343 100 cubic feet/year Conventional Landscape: 1306 100 cubic feet/year Conventional Landscape: 1335 100 cubic feet/year Tree&Shrub Square footage 27956 + Recreational Turfgrass Landscape: 0 100 cubic feet/year if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feet/year if applicable) + Recreational Turfgrass Landscape: 0 100 cubic feet/year if applicable) 9 P Y ( PP ) P Y C Pp ) 9 P Y C PP ) Low Shrubs 788 Drip 17794.29 307.93 Maximum Annual Applied Water Allowance: 1343 100 cubic feet/year Maximum Annual Applied Water Allowance: 1306 100 cubic feet/year Maximum Annual Applied Water Allowance: 1335 100 cubic feet/year Turf Spray Square Footage Low/Mod Shrubs 62 Drip 1400.06 42.4 2. Estimated Annual Applied Water Use by Hydrozone: 2. Estimated Annual Applied Water Use by Hydrozone: 2. Estimated Annual Applied Water Use by Hydrozone: Turf Rotor Square Footage 0 - - Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year Turfgrass Hydrozones: 0 100 cubic feet/year Mod Shrubs 295 Drip6661.57 288.2 Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year Recreational Turfgrass Landscape: 0 100 cubic feet/year O Waterfeature Still Square Footage 0 - Low Plant Hydrozones: 282 100 cubic feet/year Low Plant Hydrozones: 297 100 cubic feet/year Low Plant Hydrozones: 278 100 cubic feet/year Mod/Hi Shrubs r0 Drip 0 0 Mod Plant Hydrozones: 539 100 cubic feet/year Mod Plant Hydrozones: 467 100 cubic feet/year Mod Plant Hydrozones: 542 100 cubic feet/year Q Waterfeature Moving Square Footage 0 i p High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year High Plant Hydrozones: 0 100 cubic feet/year O W Water Features: 100 cubic feet/year Water Features: 100 cubic feet/year Water Features: 100 cubic feet/year > � High Shrubs I0 Drip 0 0 Other Not Applicable 100 cubic feet/year Other Not Applicable 100 cubic feet/year Other Not Applicable 100 cubic feet/year O r Gross Square Footage 27956 - Estimated Annual Total Applied Water Use: 820 100 cubic feet/year Estimated Annual Total Applied Water Use: 764 100 cubic feet/year Estimated Annual Total Applied Water Use: 820 100 cubic feet/year (p Low Trees 34 Bublers 767.77 15.94 o N 0 3. EATAWU < MAAWA 3. EATAWU < MAAWA 3. EATAWU < MAAWA 0) N Less Allowable Boulder/Gabble Low/Mod Trees 32 Bublers 722.61 26.26 /yam Z Q r Square Footage 4. Landscape Design Plan 4. Landscape Design Plan 4. Landscape Design Plan V t - p = Boulder and Cobble instructions-If the Mod Trees 27 Bublers 609.7 31.65 5. Irrigation Design Plan 5. Irrigation Design PlanUJ 5. Irrigation Design Plan CO M total amount of boulder and cobble area .. W D Z without plant material is greater than 5%of Mod/Hi Trees 0 7 Bublers 0 0 /1 6. Grading Design Plan 6. Grading Design Plan 6. Grading Design Plan 9 9 Z Q) the total landscaped area it may be used to adjust the overall landscape area. High Trees r Bublers 0 0 7. Soil Chemical Analysis (optional) 7• Soil Chemical Analysis (optional) 7• Soil Chemical Analysis (optional) O r v I Total Plants 1238 Net Square Footage 27956 Description of Project: (Briefly describe the planning and design actions that are intended Description of Project: (Briefly describe the planning and design actions that are intended Description of Project: (Briefly describe the planning and design actions that are intended to achieve consevation and efficiency in water use.): to achieve consevation and efficiency in water use.): to achieve consevation and efficiency in water use.): Total Tree and Shrub EWU 712•38 Utilization of controller with water budgeting feature. Utilization of controller with water budgeting feature. Utilization of controller with water budgeting feature. Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. Irrigation zones separated by plant material types. Total Waterfeature EWU 0 Date: Prepared by: Date: Prepared by: Date: Prepared by: Total Turf EWU p Q N Q Total Estimate Water Use 712.38 co WATER CONSERVATION CONCEPT STATEMENT Q Z Z POINT OF CONNECTION # 13 Cr. Cr W � a. POINT OF CONNECTION #14 POINT OF CONNECTION #15 Project Site: Spanish Walk Esperanza Phase 1-3 Tract or Parcel Number: 33837 �� a a Project Location: City of Palm Desert, California VJ Step 1 Errtcr ET Zone(front tits CVWD Eto Zone Map(CVO I)Dlavviny No,29523)found in d Icir - Desert Step 1 -Enter ET Zone(from the CVWD Eto Zone Map(CVWD Drawing No.29523)found in their " i : Sweeney &Associates Inc. Ud " V City of Palm Desert City of Palm D "General Landscape and Irrigation,system Design criteria) Landscape Architect/ Irrigation Designer/Contractor. Y Y ;enertll ndscape x ci Irrigation System Design(:rileria) Water Calc Chart Step 2-Enter valrlesforsgliaretootadecalctilations Water Calc Chart Step 2-Enter values for square footage calculations step 3 Enter values for the r,urr,ber of plant rnatclials in each watol use category. The MAW and EWU step 3-Enter values for the number of plant materials in each water use category. The MAW and EWU Included in this project submittal package are: (Check to indicate completion) li vdlll be FlutomALically r:alr:ulaleti. will be automatically calculated. W Z w: CVWD ETO Zone I ' CVWD ETO Zone 4 1. Maximum Annual Applied Water Allowance: J W Conventional Landscape: 1690 100 cubic feet/year Q Q Total Number of Plants 1204 Total MWA 1113.26 Total Number of Plants 1,296 Total MWA 1,392.1 + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) Maximum Annual Applied Water Allowance: 1690 100 cubic feet/year M W Irrigation System Type Square Footage Estimated Water Use Irrigation System Type Square Footage Estimated Water Use Square Footage Calculations Square Footage Calculations T M Q Q q g 2. Estimated Annual Applied Water Use by Hydrozone: .i Very Low Shrubs J0 Drip 0 0 Very Low Shrubs Drip 0 0 Turfgrass Hydrozones: 0 100 cubic feet/year Co Co a Z Tree&Shrub Square footage 28591.77 Tree&Shrub Square footage 36,198 Recreational Turfgrass Landscape: 0 100 cubic feet/year LL Low Shrubs 703 [Drip19,393.8 335.61 Low Plant Hydrozones: 340 100 cubic feet/yearLow Shrubs 720 Drip 17098.07 295.88 . . Z O O Turf Spray Square Footage 0 Turf Spray Square Footage 0 Mod Plant Hydrozones: 716 100 cubic feet/year V 77 -1Low/Mod Shrubs 87 Drip 2,400.09 72.68 High Plant Hydrozones: 0 100 cubic feet/year yJ Low/Mod Shrubs 89 Drip 2113.51 64.01 P CC Turf Rotor Square Footage 0 - Turf Rotor Square Footage 0 Water Features: 100 cubic feet/year 04SA23BB07 -+ G p Not Applicable licable � sweene + associates 0 � � - O 7 i 7 52.95 305.13 Mod Shrubs 371 Drip 10,234.85 442.79 Other al 100 cubic year Y Mod Shrubs 29 Drip 0 1, p � Estimated Annual Total Applied Water Use. 100 cubic feet/year IRRIGATION DESIGN AND CONSULTING , f1 Waterfeature Still Square Footage 0 -- Waterfeature Still Square Footage 0 California Mod/Hi Shrubs 10 Drip0 0 P Waterfeature Moving Square Footage 0 Murrieta,CA 92563 0 0 38730 Sky Canyon Drive,Suite C Mod/Hi Shrubs o Drip 3. EATAWU < MAAWA g q g Waterfeature Moving Square Footage 0 951.461.6830 p 951.461.6850 f DESCRIPTION High Shrubs 10 Drip 0 0 High Shrubs Drip 0 0 SHEET DESC O Gross Square Footage 2$591.77 Gross Square Footage 36,198 F77774. Landscape Design Plan email@sweeneyassoc.com www.sweeneyassoc.com Low Trees 58 Bublers 5• Irrigation Design Plan IRRIGATION Low Trees 40 Bublers 949.89 19.73 1,600.06 33.23 9 9 Murrieta,California•Austin,Texas� Ft. Lauderdale,Florida Less Allowable Boulder/Cobble 6. Grading Design Plan LEGEND, CALCS. Less Allowable Boulder/Cobble 9 9 Low/Mod Trees 16 Bublers 379.96 13.81 445 Low/Mod Trees 41 Bublers 1,131.07 41.1 Square Footage � square Footage AND NOTES 7. Soil Chemical Analysis (optional) NOTE: --- - 993.14 51.56 NO TREES SHALL BE PLANTED WITHIN G.�.W.D. Boulder and Cobble instructions- If the Mod Trees 30 Bublers 712.42 36.99 Boulder and Cobble instructions-If the Mod Trees 36 -7 Bublers total amount of boulder and cobble area total amount of boulder and cobble area EASEMENT OR RIGHT-OF WAYS. without plant material is greater than 5°!°of Mod/Hi Trees 12 Bublers 284.97 19.23 without plant material is greater than 5%of Mod/Hi Trees 0 Bublers 0 0 Description of Project: (Briefly describe the planning and design actions that are intended DESIGNED SMP to achieve consevation and efficiency in water use.): NOTE: the total landscaped area it May be used to �' - the total landscaped-area rt may be used to • � � � UTILITIES WITHIN PROJECT AREA. p y Utilization of controller with water budgeting feature. NO GONFLIFTING UTILIT DRAWN adjust the overall landscape area. High Trees Bublers 0 0 adjust the overall landscape area. High TreesF Bublers 0 0 9 9 g Irrigation zones separated by plant material types. JL Net Square Footage 28591 77 Total Plants 1204 Total Plants 1,296 Date: Prepared b CHECKED A Net Square Footage 35,753 P y� DATE Total Tree and Shrub EWU 976.97 These plans have been reviewed by the Coachella Valley Water District in 02.01.07 Total Tree and Shrub EWU 754.78 A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section JOB NO. R 65597 et se requiring efficient landscape and irrigation design in cooperation with Total Waterfeature EWU p Total Waterfeature EWU o G/TY O PALM I7SElQT the local govern ng agency(City or County). "Approval of this drawing b CVWD 261454 o c a y( �' y) pp a Y staff does not constitute approval to encroach into district and USBR Rights-of-Way. FILE INSP�GT/ON SGH�I7UL� NOTE CAD Trees plants,walls and permanent structure of an kind may not be planted or 454-IL Total Turf EWU 0 Total Turf EWU 0 O / S T R I G install d in CVWD and USBR easements or right-of-way without firt obtaining an REFER TO THE I IN5PEGTION SCHEDULE.TITLE SHEET FOR THE GIN OF encroachment permit from CVWD. SHEET NUMBER Total Estimate Water Use 754.78 Total Estimate Water Use 976.97 PALM DESERTS DATE WATER MANAGEMENT SUPERVISOR NOTE: ANY CHANGES TO THE APPROVED PLAN MUST BE IL� 2 SUBMITTED IN WRITING TO THE CITY OF PALM DESERT cvwD PLAN# DEVELOPMENT SERVICE SUPERVISOR FOR APPROVAL PRIOR TO INSTALLATION OF 26 SHEETS PLAN SET "G" 11-08-07 . . . . . . . . . . . . . . . FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT, AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND "BV" ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HUNTER PCB 112" THREADED BUBBLER, SEE BALL VALVE, SEE LEGEND FOR SPECIFICATION EDGE. HEAT BRAND"FS"ONTO LID. EDGE. HEAT BRAND"W'ONTO LID. LEGEND FOR SPECIFICATION _ FLOW SENSOR, SEE LEGEND FOR SPECIFICATION ,2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMIMERS/MURPHY PARTNERS ING MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. LANDSCAPE ARCHITECTS -• FINISHED GRADE 34197 COAST HIGHWAY, SUITE 200 FINISHED GRADE IN SHRUB AREAS - DANA POINT, CALIFORNIA 92629 --LIl-LIl FINISHED GRADE IN SHRUB AREAS �-- FINISHED GRADE IN SHRUB AREAS 4" MIN. —II —�—I� — — — — — igg,_—li — — — lll _ - �� 1 (949) 443.1446 fAX (949) 443-1631 _ _ II UNDISTURBED SOIL 1 4"MIN. I 4"MIN. XERI-BUG DRIP EMITTER WITH THREADED _ }���� INLET(SEE LEGEND FOR SPECIFICATION) I IT I —III— II r 24"WIRE LOOP !JJ !J11 _ 24 WIRE LOOP *2 MIN PVC MAINLINE PIPE FINISHED GRADE TRIPLE SWING JOINT ASSEMBLY �p,NDSCgp F $W PRESSURE SUPPLY LINE PER SPECIFICATION VALVE ID TAGS O DEPTH AS PER SPECS. �1D PIPE DI _ _ _ _ _ 2 MI FLO 5 PIPE DIA B PVC SCH 40 FEMALE �4' M• I`I"'�phy '9Q o o o PVC MALE ADAPTER ADAPTER,2 REQUIRED —III—III—I —III—III=I �� ,r�' �.0 •0�� 0 2 MIN. 2 MI I I I—I C I-I C I- I I I—I I I—I I I= �G o o ° o ° 0 PVC MAINLINE TO FLOW =I I I=I I I=I =I I I=III=I �—UNDISTURBED SOIL o o � Q' o SENSOR, PIPE PER SPECS. III=III—II(= III—III—III= SCH 40 PVC SxSxT TEE FITTING a BRICK SUPPORTS 9 'Q o �`o U ° o —I 11=1 11=1 =1 11=1 I1-1 LATERAL x SPRINKLER INLET SIZE Signature 4 BRICK SUPPORTS • • BRICK SUPPORTS FLEXIBLE RISER(RAIN BIRD PFR/FRA) 7-31-08 BRASS NIPPLE LANDSCAPE FABRIC TWELVE(12")LENGTH LATERAL LINE, SEE SPECIFICATIONS # Renewal Date LANDSCAPE FABRIC FOR TYPE AND DEPTH REQUIRED BRASS NIPPLE TYP. PVC FITTING(SxsxT TEE) 3/4" ROCK, 2 CUBIC FT. SIZE: LATERAL x LATERAL x 1/2" J'T Date �P LANDSCAPE FABRIC �9T 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE TO MASTER VALVE �� _ F VC LATERAL LINE OF CALtFD� 3/4 ROCK,2 CUBIC FT. SECTION VIEW-N.T.S. (NOT LESS THAN 10 PIPE DIAMETERS) PVC MAINLINE PIPE FROM 12' BELOW FINISHED GRADE These drawings and/or the PER SPECS.AND PLAN. BACKFLOW PER SPECS. NOTE: g / NOTE: NOTE: accompanying specifications BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE 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 DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. Summers/Murphy & Partners, INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF SECTION VIEW- N.T.S. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE Inc. and their use and publi- cation VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE OF THE FLOW SENSOR. THE MASTER VALVE ASSEMBLY. SECTION VIEW- N.T.S. cation shall be restricted to the INSTALLATION AT MAIN LINE DEPTH. original site for which they were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written BALL VALVE permission from Summers/ D FLOW SENSOR C MASTER CONTROL VALVE B DRIP CONNECTION Murphy & Partners, Inc. BUBBLER ON RISE A R - STAINLESS STEEL FLIP TOP LID,SHOWN DUAL HYDRAULIC PISTONS FINISH GRADE IN TURF AREAS IN OPEN POSITION SUPPORT LID OPEN FINISH GRADE IN TURF AREAS#6 FINISHED GRADE IN TURF AREAS BARE COPPER GROUND WIRE CONTROLLER ENCLOSURE PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH BOLT DOWN ( ) DIMENSIONS WHEN CLOSED: COVER, USE STAINLESS BOLT, NUT,AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC ROUND VALVE BOX WITH BOLT DOWN CONNECT TO ROD W/BRASS CLAMP CONTROLLER 38"H x 16"W x 15.5"D BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT NUT AND WASHER. PLASTIC RECTANGULAR VALVE BOX EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HEAT BRAND"QCV"ONTO LID. Z STAINLESS STEEL TERMINAL STRIP FOR EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID.HEAT BRAND"GR"ONTO LID 16"WIDE TOP-ENTRY REMOTE CONTROL VALVE � O CONTROLLER ENCLOSURE WIRE CONNECTION 3" AJIM I QUICK COUPLER KEY WITH MALE HOSE BIB 5/8"X 8'COPPER NEMA 3R RAINPROOF RATED -'~ FINISHED GRADE T CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX STAINLESS STEEL, U.L. LISTED, =III—III- _ —I I I I rFINISHED CLAD GROUND ROD PREDRILLED, REMOVABLE — _I PRESSURE REGULATING — — IN SHRUB AREAS 11�I I 1=1 —=_r N SHRUB AREADS 3" 3" BACKBOARD. REMOVABLE FRONT III—III— WYE FILTER I=III=1 I I =I I=I I' 4"MIN. �—III—III —III=I I I= _ _ FINISHED GRADE IN SHRUB AREAS — -•-- FINISHED GRADE ® PANEL NOT SHOWN III=III= III=III= 4"MIN. W 24"WIRE LOOP =III=III =III=III I_I III—III- —III— III—III F— NATIVE OR UNDISTURBED SOIL POWER SWITCH VALVE ID TAG =III—I I o — QUICK COUPLER VALVE 0 — III=III I I�I�= AND RECEPTACLE '" —III—I I I I—I I I— _ _ LATERAL I I=1 11= SEE LEGEND FOR SPEC. III—III III—III PVC S x T ELL SCH 80 PVC GALV. PUNCH LOC(2 REP.) a<1<1< Q a a FLOW FEMALE ADAP. 2"MIN. CONTROL VALVE BRASS NIPPLE(LENGTH AS REP.) — — — — • • FINISHED SCH. 80 PVC Q� $� SCH 40 PVC RISER ,po ° III=III=I I I 'I i=III=)I I=I PREFORMED ALUMINIUM PAD TO DRIP MAINLINE Gb o ° o (� BRICK SUPPORTS I=III=III III=III=III FILL 1/2 OF BOX WITH GRADE — -� STRONGBOX QUICKPAD SYSTEM •�B •� 8 0 _ _ COMPACTED SITE SOIL — _ •o ~—BRICK SUPPORTS, BRASS TRIPLE SWING JOINT(SIZE PER QCV) I=III—I I—i FILL BASE OF = = I— ENCLOSURE MOUNTING PAD 4 REQUIRED USE TWO STREET ELLS,ONE NIPPLE(6"MIN. I—III—III I III=III=III RED BRICK SUPPORTS(4 REP.) QUICKPAD WITH i— o WITH PREFORMED ALUMINIUM o SCH. 80 NIPPLE TYP. PEA GRAVEL TO I—I a I PAD, PLASTIC BASE AND ALL ,��Q�' ,po LENGTH),AND ONE THREADED ELL FOR ASSEMBLY =1 I I—I 11=1 I I=1 I I III=111=1 I I—III—III TOP OF BASE UNIT I I 3 STAINLESS STEEL HARDWARE oo Cb�o'OG ° olJ MAINLINE, SEE SPECS. • o 'a SCH 80 PVC SLIP TEE COMPACTED • � t9 ° MAINLINE FITTING #4 x 36 REBAR STAKE SITE SOIL SECTION VIEW TWO CUBIC FEET 3/4"CRUSHED LANDSCAPE FABRIC 3 PVC CONDUIT/SWEEP FOR 3/4 ROCK 1 CUBIC FT. BRICK SUPPORTS 1 1/4 PVC CONDUIT/ CONTROL WIRES TO VALVES LANDSCAPE FABRIC SWEEP FOR ELECTRIC 5/8" DIA. x 8' COPPER 3/4"ROCK,2 CUBIC FT. LANDSCAPE FABRIC NOTE: BARE COPPER GROUND WIRE(#6) SERVICE SECTION VIEW-N.T.S. FROM CONTROLLER GROUND ROD Wt#10 GROUND USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. SECTION VIEW-N.T.S. WIRE AND CLAMP SECTION VIEW- N.T.S. O J GROUND ROD INSTALLTION I TOP ENTRY ENCLOSURE H DRIP REMOTE CONTROL VALVE oC G REMOTE CONTROL VALVE F QUICK COUPLER VALVE in O > 00 O oc � 0 N O LOW VOLTAGE WIRES, 3 MAXIMUM 0) O CERTIFICATE ❑F P N PROJECT COMPLETION � Z Q T WIRES PASS THROUGH GROOVES IN r TUBE LID TO ALLOW LID TO CLOSE v A a < 4 a PAVING U CLOSE TUBE LID AFTER WIRE ° n _ FINISH GRADE Project Name:----------------- Parcel Map or Tract No, O = w IS INSERTED INTO TUBE III—i I—I - J W M = SAND BACKFILL COMPACTED -III—I I I- Project Location: CLEAN COMPACTED BACKFILL - W Z ^ TO THE DENSITY OF —III=I MI I I= Z (� — B Maximum Water Allowances------------------------------------------- 3 Q > III—I C B I—I EXISTING SOIL =) I I—I ( I- III—III- (In hundred cubic feet) POLY TUBE PRE-FILLED WITH A LATERAL LINES A LATERAL LINES SEE SPECS. O 05 WATERPROOF GEL ( I I—III- - - —III=I III—I I=I IN SCH 40 SLEEVE -I I I=i I I- fl I MI I I- Estimated Total Annual Water Use: LOCK TABS PREVENT WIRE REMOVAL — ONCE CONNECTOR IS INSERTED III—III—I I — = CONTROL WIRES IN SCH 40 SLEEVE =III—III— — — CONTROL WIRES,SEE SPECS. d ------------------------------------------------ (in hundred cubic feet) —III=I 11— 1—III—I =III—III—III III—III- -�— UNDISTURBED SOIL UNDISTURBED SOIL Preliminary Project Documentation Submittedi (initials indicates submittal) SCOTCHLOK ELECTRICAL SPRING rl I I—III—III III—III_ —III—) I I— I—III—I _ _ PRESSURE MAINLINE SEE CONNECTOR. WIRES —SHALL BE —III=1 I I— _ = PRESSURE MAINLINE :III=III=III _ ' _ _ SPECIFICATIONS __1, Gradin 010 PRE-STRIPPED PRIOR 1 O IN THE �I I I—III—I I D D D D III—III- IN SCH 40 SLEEVE C C C C _-_ g design plan INSULATION PRIOR TO INSERTION —I I I—I I I— _ —I I I=I INTO THE CONNECTION. TWIST -III=III—III—III=I I —III=III=III—III- Z. Landscape design plan Q CONNECTOR ONTO WIRES TO —III—III—_— —_—_— I—III—I PVC SLEEVES TO BE _____ EI I 1=III=III=III=III=III=III=III-III- TWICE THE DIAMETER =III=III=III=III=III=III=III-III=i N SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES OF THE PIPE OR WIRE -----3. Irrigation design plan BUNDLE CARRIED. � Q INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS DIMENSION A B C D DIMENSION A B C -----4. Irrigation schedules Q Z Z DETAIL ALSO FOR PIPE 1/2" TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. 1/2"TO 2-1/2"IN SIZE 18" 12" 4" Post installation Inspections (initials indicate completion) 1z O 15 NOTE: W LL a 3"TO6"IN SIZE 24" 4" _____A. Plants installed as specified � WIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. J W a KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR,A POLYPROPYLENE TUBE AND A B. Irrigation systems installed as designed V Q WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. - _ DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14 OR 2#12 PRE-STRIPPED COPPER Comments ----------------------------------------------------- (/� WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. Q ------------------------------------------------------------ �[ LU Z A copy of this certification has been provided to Owner/Developer and District J W :5 M WIRE CONNECTIONSLEEVE Comments: PIPE INSTALLATION co W 00 It is my opinion that the work outlined above has been completed in substantial Co M CL accordance with Coachella Valley Water District and The City of Palm Desert's W O d Lanscape and Irrigation Guidlines, ZvO � - --------------- --------- Q W FINISHED GRADE IN TURF AREAS - Landscape-- ----------- Architect S-ign--a-ture----------------------Date L-icense-- No � O TORO FCH-H-FIPT AUTOMATIC FLUSH CO VALVE PLASTIC ROUND VALVE BOX,6"SIZE HEAT BRAND"FV"ONTO LID. SHEET DESCRIPTION have been These plans FINISHED GRADE IN SHRUB AREAS -�— IRRIGATION r =III-III= — _ DETAILS III=1 I I=� IN. __—__— p reviewed by the Coachella Valley Water District in —III—III 2��I —III—III A T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section R 65597 et seq. requiring efficient landscape and irrigation design in cooperation with III—III= 'III—III— the local governingagency(Cityor County). "Approval of this drawing—III—I I III=III staff does not constitute approval pp to encroach into district and USBR Rights-of-Way. — PVC SCH 80 CLOSE NIPPLE O / Trees,plants,wall ,and permanent structure of any kind may not be anted or DESIGNED p SMP �----PVC LATERAL LINE PIPE S T R 1 installed in CVWD and USBR easements or right-of--way without first obtaining an 0 o encroachment permit from CVWD. DRAWN a JL DATE CHECKED 0 o --�--gRICK SUPPORTS WATER MANAGEMENT SUPERVISOR JL /4"ROCK, 1 CUBIC FT. CVWD PLAN 9 DEVELOPMENT SERVICE SUPERVISOR DATE PVC ELL SCH 80 SxT 02.01.07 LANDSCAPE FABRIC JOB NO. 261454 SECTION VIEW-N.T.S. CAD FILE 454-ID NOTE:: sweeney + associates SHEET NUMBER ANY CHANGES TO THE APPROVED PLAN MUST BE 'F"'AT"N DESIGN AND CONSULTING . California SUBMITTED IN WRITING TO THE G I T*' OF PALM 38730 Sky Canyon Drive, Suite c DESERT FOR APPROVAL PRIOR TO INSTALLATION Murrieta,CA 92563 ID �l 951.461.6830 p-951.461.6850 f email@sweeneyassoc.com AUTOMATIC FLUSH VALVE www.sweeneyassoc.com Murrieta,California Austin,Texas Ft.Lauderdale, Florida EOF 26 SHE PLAN SET "G" 11-08-07 . . . . . . . . . . . . . . . . . . SECTION 02810 1.07 Storage and Handling C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires 3.07 Valves shall be a different color for each controller. These colors shall be noted on the "Record Drawings" plans located on controller LANDSCAPE IRRIGATION A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation door). A. Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the MOV PART 1 - GENERAL work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to the drawings. 1.01 Summary acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. 2.10 Irrigation Heads B. Valve shall be installed in shrub areas whenever possible. A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport A. Irrigation heads shall be of the manufacturer, size, type, with radius of throw, operating pressure, and discharge rate ill, operation satisfactory to the Owner. plastic pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external indicated on the drawings. C. Install all valves as indicated in the detail drawings. SUMMERS/MURPHY & PARTNERS, INC load. LANDSCAPE ARCHITECTS B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated B. Emitters shall be used as indicated on the drawings. D. Valves to be installed in valve boxes shall be installed one valve per box. 34197 COAST HIGHWAY, SUITE 200 on the drawings, in these specifications, and as necessary to complete the contract. 1.08 Cleanup and Disposal DANA POINT, CALIFORNIA 92629 PART 3 - EXECUTION 3.08 Valve Boxes (949) 443-1446 FAX (949) 443.1631 1 1.02 Construction Drawings A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The Contractor 3.01 Site Conditions A. Valve boxes shall be installed in shrub areas whenever possible. A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so `p,ND SC,gp Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, by the City's authorized representative. A. Inspections: B. Each valve box shall be installed on a foundation of 3/4-inch gravel backfill, 3 cubic feet minimum. Valve boxes shall be 4,� M, Murph F-9 furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and Indicative of the installed with their tops 112 inch above the surface of surrounding finish grade in fawn areas and 2 inches above finish grade in ���+� y ti �C work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is ground cover areas. I`� .� °." architectural features. in a legal disposal area. complete to the point where this installation may properly commence. e ao (911rn 3.09 Irrigation Heads B. All work called for on the drawings b notes or details shall be furnished and installed whether or not specifically mentioned in the 1.09 Completion 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original Signature 9 Y P Y P Y 9 Y Y p 97-31-08 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 design, the referenced standards, and the manufacturer's recommendations. A. Emitters shall be installed as indicated on the drawings. Renewal Date shown on both. The Landscape Architect shall have final authority for clarification. A. At the time of the pre-maintenance period inspection, the Landscape Architect, Owner's authorized representative, and governing * * agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be B. Discrepancies: B. Spacing of Emitters shall not exceed maximum indicated on the drawings. J'T-1 Date �NP C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that checked off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up TF OF- 0I obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such meeting. This checked off list to indicate that all punch list items have been completed. At the time of the post-maintenance period 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. CA obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this or final inspection the work will be re-inspected and final acceptance will be in writing by the Landscape Architect, Owner's These drawings and/or the notification is not performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. authorized representative, and governing agencies. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. 3.10 Miscellaneous Equipment accompanying specifi ations are the exclusive property of 1.03 Quality Assurance B. The Owner's authorized representative shall have final authority on all portions of the work. C. Grades: A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard Summers/Murphy & Partners, practices. Inc. and their use and publi- A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified cation shall be restricted to the who shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of maintenance of the irrigation system and shall furnish a complete set of operating and maintenance instructions. material depths with respect to finish grade. B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as original site for which they installation and who shall direct all work performed under this section. recommended by the manufacturer. were prepared. Re-use, repro- D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's 2. Final grades shall be accepted by the Public Works Inspector and Landscape Architect before work on this section will be duction or publication by any B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this satisfaction by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all allowed to begin. 3.11 Flushing the System method, in whole or part, is contract furnish directions covering points not shown in the drawings and specifications. damage to planting, paving or other improvements of any kind as a result of the work. prohibited except by written D. Field Measurements: A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and permission from Summers/ C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated 1.10 Guarantee risers. Murphy & Partners, Inc. into and made a part of these specifications, and their provisions shall be carried out by the Contractor. Anything contained in these 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects Contractor shall coordinate the installation of all irrigation materials with all other work. B. Irrigation heads shall be installed after flushing the system has been completed. specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger and fault of material and workmanship, including settling of backfilled areas below grade, for a period of one (1) year following the size than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. filing of the Notice of Completion.o 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with 3.12 Adjusting the System work under this section. D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. 11 at no additional cost to Owner. at no additional expense to owner within ten (1 0) calendar days of receipt of written notice from Owner. When the nature of the 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to repairs as determined by the Owner constitute an emergency (i.e. broken pressure line)the Owner may proceed to make repairs at utilities, which are caused by his operations or neglect. B. If it is determined by the Landscape Architect or Owner's authorized representative that additional adjustments or nozzle E. The Contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to the Contractor's expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting. '' public authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California from the necessary repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional E. Diagrammatic Intent: licensed contractor is recommended. cost to the Owner. C. The entire system shall be operating properly before any planting operations commence. Z The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where O 1.04 Submittals C. Guarantee shall be submitted on Contractors own letterhead as follows: possible. Provide offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure obstructions or conflicts with other work at no additional expense to Owner. recommended by the manufacturer. N A. Materials List: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM y>j F. Layout: 3.13 Testing and Observation nC 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and W the Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and 11'_ contract. unusual abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of backflow preventer, and automatic controller. accepted by the Landscape Architect, Owner, and governing agencies. 0 filing of the Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects 2. The submittals shall include the following information: at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice is shown on drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted minimum of 48 hours in advance, where and when the work is ready for testing. <1<�<1<1<1<1 a. A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal from owner, we authorize the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs areas. number. and charges therefore upon demand. C. When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to G. Water Supply: determine if the water coverage for the planted areas is complete and adequate in the presence of the Landscape Architect. b. An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name (i.e. PROJECT NAME: Hunter Industries); the item model number(i.e. 1-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes D. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to PROJECT LOCATION: caused by actual site conditions shall be made at no additional expense to Owner. deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape not submit parts lists, exploded diagrams, price lists or other extra information. CONTRACTOR NAME: H. Electrical Service: Architect and accomplished before starting any planting. ADDRESS: d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site E. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. specified options and specified sizes shall be circled on the catalog cuts. TELEPHONE: conditions shall be made at no additional expense to Owner. 3.14 Maintenance e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, SIGNED: 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall Class or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. be provided by others. During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition DATE: providing complete irrigation coverage to all intended plantings.T f. Submittal format requirements: 3.02 Trenching 3.15 Completion Cleaning i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. PART 2- MATERIALS A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching 2.01 Summary excavation shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all O ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. under paved area, these dimensions shall be considered below subgrade. walks and paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. cc Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal installed or furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. END OF SECTION 0 index. be removed from the site at no expense to the Owner. CITY OF PALM DESERT MAINTENANCE O W C. Provide minimum cover of 18 inches for control wires. > ,a3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance. No 2.02 Pipe 1. The Contractor shall maintain during installation a sufficient number of men and adequate equipment to perform the work - r changes without City approval. D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. herein specified. All maintenance work shall meet or exceed the the City of Palm Desert's "Low Water Ordinance"; and follow 0 (O A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. the maintenance schedule &guidelines established in the City of Palm Desert's "Desert Flora" Maintenance Guide, current 0 (V (:) 4. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only E. Provide minimum cover of 12 inches for non-pressure lines. edition. 0) N supplement the guarantee. B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC CC Z T_conforming to ASTM D1785. F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. V 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format O It described above. 2.03 Metal Pipe and Fittings 3.03 Backfilling CERTIFICATE OF PROJECT COMPLETION & J 0) W M W =) Z Imo► B. Substitutions: A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. Project Namej_________________ Parcel Map or Tract No.:- Z a - 0) 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation 3 Q q' drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized B. Fittings shall be medium brass, screwed 125-pound class. B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the T � 0 representative for approval. No changes without City approval. full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall Project Location:-------------------------------------------------- 2. Provide a written statement indicating the reason for making the substitution. C. Copper pipe and fittings shall be Type"K"sweat soldered. be compacted to dry density equal to adjacent undisturbed soil and shall conform to adjacent grades. Maximum Water Allowance ------------------------------------------- (In hundred Cubic feet) 2.04 Plastic Pipe and Fittings C. Flooding trenches in lieu of tamping is not allowed. 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. Estimated Total Annual Water Use: A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National D. Under no circumstances shall truck wheels be used to compact backfill. 4. Provide in writing the difference in installed price if the item is accepted. Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. _____________ (in hundred cubic f eet) E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. ----------------------------------- 1.05 Existing Conditions B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672, ASTM D2241 or Preliminary Project Documentation Submitted; (initials indicates submittal) Q I ASTM D1785. 3.04 Piping A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of 1. Grading design plan water, electrical supply, and telephone line connection to the irrigation system. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted ----- Q sheet) and shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" under asphalt pavement. 2, Landsca a desi n l ca . . . . - P 9 Pan B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the bracketed e. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittin s shall conform to Q Z Z 9 9 p 9 Y type. p 9 1 9 9 project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect and Owner's authorized ASTM D2464 and ASTM D2466. B. Cutting or breaking of existing pavement is not permitted. 3. Irrigation desi n Ian :5 representative prior to beginning construction. ----- g g p 0 D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all -----4. Irrigation schedules LU �L fL C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are markings up for visual inspection and verification. 0. J W commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and solvent cement applied per the Post installation Inspection: (initials indicate completion) 0) Q a exists between such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who manufacturer's recommendations. Cement shall be of a fluid consistency, not el-like or ropy. Solvent cementing shall be in D. Remove all dented and damaged pipe sections. P P P P Y Y p Y 9 pY� 9 W 0 Q will arrange for relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are conformance with ASTM D2564 and ASTM D2855. _____A. Plants installed as specif ied - 0 encountered. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. ' F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound __B, Irrigation systems installed as designed � 0 D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. shall be non-lead base Teflon paste, tape, or equal. F. Parallel lines shall not be installed directly over each other. --- Y W Z Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. Comments;____________________________________ ____________ W 2.05 Valves G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the J :5 E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. manufacturer's recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 Q 0 minutes setup time before moving or handling and 24 hours curing time before filling. ---------------------------------- A. Ball Valves p 9 9 9 9� F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of A copy of this certification has been provided to ❑weer/Developer and District M W H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended b the pipe work. 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. P p p p y p p T � J manufacturer. Comments ------------------------------------ Z----------------- � Q G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. CO IIIIIIIIIIIIIIIIII CO) 0 Z due to his operations. I. Centerload all plastic pipe prior to pressure testing. .. 0 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. 0 H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. It is my opinion that the work outlined above has been completed in substantial b 2 notice, prior to turning off or modifying any existing irrigation system. C. Automatic Control Valves: accordance with Coachella Valley Water District and The City of Palm Desert's u,% Q 2 K. For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe dope an all threaded Landscape and Irrigation Guidlines, Q V 1. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings. plastic-to-metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with plastic female J= . 0 damaged by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete adapters. ad (, 0 9 9 p p p p Y P Landscape Architect Signature Date License No coverage of the existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. 2. Automatic control valves shall be electrical) operated. 3.05 Controller 1.06 Inspections 2.06 Valve Boxes SHEET DESCRIPTION A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of before installation. The electrical service shall be coordinated with this location. part of the work and shall provide safe access for such visits. soils. SPECIFICATIONS B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. PLANTING PLAN B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape B. The valve box cover shall be green in color(tan color in decomposed granite) and secured with a hidden latch mechanism or These plans have been reviewed by the Coachella Valley Water District in Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the bolts. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. A T � accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for `N R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with testing. Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. 3.06 Control Wiring the local governing agency(City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. C. Inspections will be required for the following at a minimum: D. Valve box extensions shall be by the same manufacturer as the valve box. A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply O / S T R 1 G Trees,plants,walls,and permanent structure any kind may not be planted or DESIGNED SMP installed in CVWD and USBR easements or rigght-of--way without first obtaining an 1. System layout E. The plastic irrigation valve box cover shall be an overlapping type. lines whenever possible. encroachment permit from CVWD. DRAWN JL 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. 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120% of static water pressure, which ever is greater). Mainline 2.07 Automatic Controller Bundle shall be secured to the mainline with tape at intervals of 20 feet. DATE WATER MANAGEMENT SUPERVISOR CHECKED pressure loss during test shall not exceed 2 PSI. JL A. Automatic controller shall be of the manufacturer, size, and type indicated on the drawings. C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each CVWD PLAN 9 DEVELOPMENT SERVICE SUPERVISOR DATE 3. Coverage test of irrigation system. Test shall be performed prior to any planting. connection. 02.01.07 B. Controller enclosure shall be of the manufacturer, size, and type indicated on the drawings. JOB N0. 4. Final inspection prior to start of maintenance period D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches 261454 5. Final acceptance 2.08 Electrical shall be provided at each remote control valve. CAD FILE 454-1 S A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. splices be used without prior approval. I SHEET NUMBER Record drawings must complete and up to date for each site visit. B. All electrical work shall conform to local codes and ordinances. NOTE:: sweeney + associates ANY CHANGE5 TO THE APPROVED PLAN MUST BE IRRIGATION DESIGN AND CONSULTING . E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's 2.09 Low Voltage Control Wiring SUBMITTED IN WRITING TO THE CITY OF PALM California authorized representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no 38730 Sky Canyon Drive,Suite C additional expense to Owner. A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 DESERT FOR APPROVAL PRIOR TO IN5TALLATION Murrieta,CA 92563 1 S iiiiiiiiiiiii gauge. 951.461.6830 p-951,461.6850 f email@sweeneyassoc.com www.sweeneyassoc.com B. Connections shall be of the manufacturer, size, and type as indicated on the drawings Murrieta,California Austin,Texas- Ft. Lauderdale,Florida OF 26 SHEETS PLAN SET IIGII 11-08-07 - . I I . . . . . . . . . . . . . . . I I � i .A 4. —- __- ____ - i I — - — _____ __ - - --_ I I NOTE : UTIL17Y 5*rMBOL LE&ENL2- TYPICAL A16 LOCATION ALL PLANT MATERIAL SHALL BE APPROVED BNr LANDSCAPE ARCHITECT PRIOR TO DELIVER)". ALTERNATE A/C LOCATION I CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT V�ITH PHOTOORAPHS AND SPECIFICATIONS OF PRE-PLOT (5R.ANNY FLAT A/C KEY MAP MATERIAL RECOMMENDED TO BE PURCHASED B`r THE CONTRACTOR. FOR ALL TREES ABOVE 5611 Box, P0551BLE FUTURE &RANNY FLAT A/C �� 0, /,1,�, TV_AN5FORMER (AWVE (9ROUND) '<0* " , e ,".. . I. .,. ��le � � ob; 4 � � , ,�� CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUE35 24" E30X AND 1, , 0�,� SUM%ERS/MURPHY & PARTNERS, INC i PRIMARY PULLBOX (FLUSH) � ,�../, ,_", ��v-1)�� I � ,;"�,�`%� LANDSCAPE ARCHITECTS UNDER, CONTRACTOR MA-T- SUBMIT A "REF'RESENTATIVE" PHOTOORAPH. LANDSCAPE ARCHITECT , , ,0 /), �",. I -Tc-, ,k�.� 14'0 R 0��' 34197 COAST HIGHWAY, SUITE 200 MAILBOX [ I , e I I 1A1,I 41 DANA POINT, CALIFORNIA 92b29 : RESERVES THE RI&HT TO REJEC7 MATERIAL 1�)ELIVER'10" TO THE SITE NOT PREVIOUSL'*r APPROVED, OR `1 / 'I, C �1�_ (949) 443-144b FAX (949) 443-101 I � I NOT REPRESENTATIVE OF THE APPROVED PHOT06RAPHS. 1-1"X50" ELECTRICAL BOX (FLUSH) I I'M -�Orl , I I- "I �,1/� 70 L ,1? - 11 � 11"X50" TELEPHONE BOX (FLUSH) ( I 1% I ALL PHOT06RAPH5 SHALL CONTAIN A PER50N OR MEA5UREIN(5 POLE, AND FRAME THE ENTIRE TREE / 14"X41" CABLE TV. E30X (ABOVE &ROUND) I 11 1110 - I )S C,j,0 �I SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEI&TH $ AIDTH OF TREE / SHRUB. IRR16ATION CONTROLLER / PoYiER PED. C � "I F I-) 11 . , Murpj) 4�'11 L' ! ONL'*r PLANTS NITH STRON& TRUNKS, &001_-� BRANCH 00NFI&URATION AND INTACT LO�NER BRANCHES a I IC-11 - 0 , , C I , FIRE HYDRANT UL W T11 AILL BE ACCEPTED. �_ a n i AATER ME-MR C - of __4 < Signature ! Of 9 �z �,� 9 7-31-08 i ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSER*�r STANDARD ANSI 500 AND ARIZONA + 1110V. BOLLAFRD LI6HT W IF RE 8 : Renewal Date T BULLET LIC7HT " * * NLJRSER'*� I SA STANDARDS. THIS PLAN REFLECTS RECOMMENDED LI&HT - ____-sm� 4�x FIXTURE LOCATIONS ONLY. THE OANER _1 .............. - ____ � 1?�_OFF CAO�ij I SHALL HAVE THEIR ELECTRICAL ENC71NEEFZ - -_ - - RECOMMEND ACTUAL FIXTURES. ELECTRJ10 FRANK SINATRA I r i RE&ARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OANER APPROVALS; THE C17Nr OF PALM ENC71NEER SHALL BE RESPONSIBLE FOR ALL NOT TO SCALE PROJECT These drawings and/or the i I DESERT LANDSCAPE INSPECTOR AND MANA&ER RESERVES THE R16HT TO REJECT AN),, AND ALL ELECTRICAL DE51614 AS NEEDED TO MEET accompanying specifications THE CITY OF PALM DESERT'S Ll(9HTINC7 LOCATION are the exclusive property of i PLANT MATERIAL. ORDINANCE. Summers/Murphy & Partners, i i i Inc. and their use and publ'- ALL 1_16HTIN(S SHALL BE APPROVED BY THE cation shall be restricted to thle � CITY OF PALM DESERT PLANNIN(S original site for which they i I . , ; 1, �, ,, - � - , I �11' DEPARTMENT PRIOR TO INSTALLATION. were prepared. Re-use, repro- - 11 LL==ff- L=6 L-1/ , - ri_ -ii �__, ___ I � 1111111111111111111111 I . - --_`1-,, : I� - I/Am - -��/1,"I � ii , '� - ".11 I I �L I -1,11 � AS(24) ,- - 0 1 � IL___ I L=L=� CIL 'I � L-��� - � , I �: 11 " � , � - . - 1 , , " I jjll�,��, I ' ', � � 11-111,11, - I - I I -.11- * I � I'll",", I I I I I... -.11- - � 11 -_ I -, PG(36)C),,� _::, 562 , "11"", I . -t _jW_ _V_ -AFL- -jw- :�� E� method, in whole or part, is ,-, -1 I - c)� ) ,j I C�_ - - . , � �; " I ,,,,:�:� �, I r3, I 'll',', Ll 576 ��, 11 1! I I - � 191111L I - -� � -x, I- a _ ,�J5, , , C�- I - � == 578 UNIT 5 - I prohibited except by written -1 - -�, - - ,,,:��,, IS �,1�� 1, 1 , "'' 1�,_�_ J11 . 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NO LIFTIN6 OF r_.,.\1.�N.1:;). cc cc :5 TREE / A C,C/E N T C.V.�N.I�). 0 CL ICANOP'*'r OR TOPPIN& OF TREES 15 PERMITTED ,JOB C I T)" OF ON.U.r_...c.L.s.) ,JOB C.,I T'r OF (N.U.c-,.c.L.S.) UJ LL CL """""' L E rz-7 E N 1�) NITHIN THE CIT**T" OF PALM DESERT. - RE6 I ON (b \/I NES ALL \/INE5 TO BE 5TAKEE,-) TOTAL PALM DESERT RE&ION & .j W C:;PROUND C,OVER Cl) < 0. 5%'(ME30L DESCRIPTION SIZE GT%'r. NATER NEED �NATER NEED S�*rMBOL DESCRIPTION SIZE 07'r. �NATER NEED NATER NEED UJ 0 < 10 AS(24) 5OU(5AINVILLEA '5AN r�)IEOO RED' 5 6AL. 55 LON / MOD 0.5 mar;) 0.5 SNrME30L DE5CRIP71ON I Ittt- CO 0 ACAC,I A S7ENOPH)0'LLA 24" BOX LOA BRANCH 45 LON / MOP 0.5 LON 0.2 0 a SHOE5TRIN65 ACACIA BOU,57AINVILLEA I 0 1 O.C. �e Uj z co AJ(36) ALE31ZIA JULIBRI551N 56" E30X MUL71 BRANCH 5 M017) 0.5 moi�) 0.5 -4br- 6ELSEMIUM 5EMPFRVIRENS 5 OAL. 56 mar;) 0.5 MOD 0.5 2 " 7HIC< LANTO'ER (AFTER COMPAC,710N) .j LU :5 a 51L< TREE CAROL I ANA JE55AM I NE 1010.0. NO 5%'rMBOL DECOMPOSED &RAN17E. ALL SHRUB BEDS. < a 5 6AL. I 11 < CV(36) CALL157EMON \/IMINAL15 56" E30X LON BRANCH a(O MOD 0.5 11L LON1017RA JAPONICA 'HALLIANA' 1010.0. 22-7 mar;) 0.5 MOD 0.5 "NFDN CALIFORNIA &OLI�) / 5/5" MINUS �NIT`H �: 0) M Uj 0 mar;) 0.5 HALLS HONE%'r5UCKLE 00 .J 1= BOT7LEBRUSH TREE I I F/o/ F I NES. AV`A I LABLE 5'%r KRC., RO r-...<. = CO < < CS CITRUS -VALENCIA ORAN6E 56" BOX LON BRANCH 20 MOD / H16H 0.5 mar;) 0.5 --ffl R05A BANKSIAE 5 6 A L. 140 MCI:;) 0.5 MOD 0.5 (160) _744-103(b, kNyt,,,,iII,,,Itt,tI.krc.rcck.c,crn Cl) CV) 0. z (326) D,I,INARF ORAN&E FROM COACHELLA \/ALLE)" (5R.ONERS ONLY' LAD%700' BANKS' ROSE 1010.0. * LL 0 t Z ittt- 0 M CH(24) CH(36) CHAMAEROP5 HUMILIS 24" E30X MULTI-TRUNK 26 moi�) 0.5 Uj < � � M --- a ft MED. FAN PALM 56" BOX MUL71-7RUNK 21 MOD 0.5 mar;) 0.5 0% moi�) 0.5 ad O- it — 0 CT (24) OH17ALFA TA5H<ENTEN15 24" BOX LOA BRANCH (O mar;) 0.5 MOD 0.5 NOTE: - 15- - W iitt- 0 a . CHITALPA ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED FS FOUaUIERIA 5PLENr;)ENS 15 CANES MIN. 141 LON 0.2 LOA 0.2 THE r-,, IT)O' OF PALM DESERTS "LO,1,,N �NATER ORDINANCE" AND SHEET DESCRIPTION (1-5) OCOTILLO 5' HI&H MIN. FOLLON THE MAINTENANCE SCHEDULE $ OUII�)ELINES 11 C/7Y Or 1FALM .0E.,SERT TREE AND VINE LI(36) LAOFR57ROEMIA IND(CA 36" BOX LOA BRANCH (Cl LON / MOD 0.5 Mal�) 0.5 ESTABLISHED IN THE CITNr OF PALM DESERTS ''DESERT FLORA _IN.55RECTION 5CHELVILE NOTE PLANTING PLAN 0 CRAPE M**IO'RTLF- MAINTENANCE &UIL",')T=, CURRENT EDITION. REFER TO THE TITLE 5HEET FOR THE 017Y OF MQ (36) MELALEUCA OUINOUENER\/IA 56" BOX LON BRANCH 55 MOD 0.5 moi�) 0.5 PALM PESERT'5 INSPECTION 50HEDULE. . CAJEFUT TREE SOIL AMENDMENT NOTE DESIGNED SMP OE (36) CLEA EUROPAEA 56" BOX LOA BRANCH -7 MOD 0.5 MOD 0.5 AT THE CONCLU51ON OF ROU&H 67R,ADIN6, AN A&RONOMIC 50IL5 ANALYSIS SHALL BE DRAWN JL # PREPARED BY THE OYIIIINER. AND FURN15HED TO THE CITY OF PALM DESERT FOR. THEIR REVIEks OL I VP AND APPROVAL. THE INSTALLIN& CONTRACTOR SHALL INSTALL ONLY THOSE 501L CHECKED ,>E5ERT LANDSCAPE AMENDMENTS AND FERTILIZERS AS APPROVED BY THE r..ITY OF PALM r JL PF(36) LON 0.2 SPECIALIST. These plans have been reviewed by the Coachella Valley Water District in DATE a PARKINSONIA FLORIDA 5160" E30X LON BRANCH -7 LON 0.2 1� T ,E� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section 1.31.07 BLUE PALO VER1,-)E 65597 et seq. requiring efficient landscape and irrigation design in cooperation with I Z� � '� JOB NO. the local governing agency(City or County). "Approval of this drawing by CVWD PD(l 2') MCI,;) 05 NOTE: staff does not constitute approval to encroach into district and USBR Rights-of-Way. 261454 0 PHOENIX 1�)AICT**rLIFERA 12' B.T. (BARE ROOT) 4 MOD 0.5 " 0 / S T R k G Trees,plants, walls,and permanent structure of any kind may not be plan'ted or CAD FILE DATE PALM No TREES SHALL BE PLANTED NITHIN OAI.A.D. EASEMENT OR RI&HT-OF AA"r5. installed in CVWD and USBR easements or right-of-way without first obtainin,an C � I encroachment permit from CVWD. PG(36) PRO50FI5 rvLANDUL05A 56" E30X LON BRANCH LOA 0.2 NOTE: I SHEET NUMBER — a TEXAS HONE"r MESOU17E Cl LON / MOD 0.5 NO CONFLICTIN& UTILITIES INITHIN PROJECT AF;ZEA. SCALE : I " = 20 ' DATE WATER MANAGEMENT SUPERVISOR QV *(36) OUERCUS \/IR&INIANA 56" E30X LON BRANCH 20 MOD 05 MOD 0.5 CVWD PLAN 9 DEVELOPMENT SERVICE SUPERVISOR TP �l , SOUTHERN LIVE OAK __ — __ 01 20, 40' ,, NORTH M j 17,I) — - - - � I I I . I � I . I I � . I . � PLAN SET "G" 11-8-07 . I � � � � � . . . . . . . . . . . . � . . . . . � . . . . . . . . . . . . � . � . . I . I . . . . I I I . � I . . . I . . . I . . � - . . . . . . . . . . . . . . . / / ___- __ - UTIL17Y 5*KMBOL LE&ENV_ � NOTE : TYPICAL A/C LOCATION NOTE : ALTERNATE A/C LOCATION ALL INSTALLATION ANr�) MAINTENANCE SHALL MEET OR EXGEEE;) THE ALL PLANT MATERIAL SHALL BE APPROVED E3",r LANDSCAPE ARCHITECT PRIOR TO DELIVER�Ir. PRE-PLOT &RANN"r FLAT AIC KEY MAP � P0551BLE FUTURE &RANN"r FLAT A/C I GITY` OF PALM 1�)ESERT'S "LO�N NATER ORr�)INANGE" ANI�) FOLLON THE CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT NITH PHOTO&RAPHS AND SPECIFICATIONS OF TRANSFORMER (ABOVE &ROUND) xe,"'11". 'S" /4,�, ,� .1 , 11 /�1'_�/,��,__�11 0&;, 4�� ' .I / ���/' MATERIAL RECOMMENDED TO BE PURCHASED B"r THE CONTRACTOR. FOR ALL TREES ABOVE 5(b ,�/�,",K 5UM44RS/MURPHY & PARTNERS, INC ..I 11�1 'J/� I 1. . � MAINTENANCE SGHEr�)IJLE $ OUII�)ELINES ESTABLISHEI�) IN THE CITY' OF PRIMARY FULLBOX (FLUSH) _j , , I I -1� �v 1�� LANDSCAPE ARCHITECTS I? ,0 /), 34197 COAST HIGHWAY, SUITE 200 � BOX, CONTRACTOR SHALL PRO\/Ir;)E PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 241, BOX 41 -10/ " 10/oRv�l f ' URRENT , /0 DANA POINT, CALIFORNIA 92629 1 PALM DESERT'S 'T;)ESERT FLORA" MAINTENANCE &UII�)E, C AND UNDER, CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" FHOTO&RAPH. LANDSCAPE ARCHITECT MAILBOX � %Wt �.�Oee -", , /x 'C' -1-1�_ (949) 443-1446 FAX (949) ,"3-1631 11 �'. ,�,I/ 0 =)ITION. RESERVES THE RI67HT TO REJECT MATERIAL DELIVERY TO THE SITE NOT PREVIOUSLY APPROVE0), OR 11"X50" ELECTRICAL BOX (FLUSH) � I I I�, � ; 7 NOT REPRESENTATIVE OF THE APPROVED PHOTO&RAPHS. 1-7"X50" TELEPHONE ( 1kilij "No "''''I � � BOX (FLUSH) I ?nL I 1� � I � 41"Xcl" CABLE TV. Box (ABOVE &ROUNv) 'I-P. I I I ALL PHOTOORAPHS SHALL CONTAIN A PERSON OR MEASURIN& POLE, AND FRAME THE ENTIRE TREE / I 11� "I'll, '?" ,��;;I 11� I . , It,tp � - NIz?TH OF TREE / SHRU . IRRI67ATION CONTROLLER / PO�AER RED. 3 .11 L.� � C,* .�, . , - I SHRUE3. SPECIFICATIONS SHALL ADDRESS CALPER, HEI6HT 4 B . 11 , O., , SOIL AMENDMENT NOTE FIRE HYDRANT ui rn ONLY PLANTS NITH STRON& TRUN<5, 6001�) 5RANCH CONFIC-7URATION AND INTACT LO�NER BRANC.,HE5 �_ W _, 0 AT THE CONCLUSION OF ROU&H &RADIN6, AN A&RONOMIC SOILS ANALY`515 SHALL BE NILL BE ACCEPTED. YNIATER ME-MR ,� �9 t;� 0 of Signature --I i PREPARED BY THE CANER AN12 FURN15HED TO THE CITY OF PALM DESERT FOR THEIR REVIEN I IIIOV. BOLLARP Llr--HT W �� 7-31-08 � I BULLET LI&HT 0 E a : ym�AAA Renewal Date � AND APPROVAL. THE IN5TALLIN(5 CONTRACTOR5HALL INSTALL ONLY TH05E 501L = ___L3 * * I AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSER"'r STANDARD ANSI E300 AND ARIZONA TH15 PLAN REFLECTS RECOMMENDED LI&HT -11 FM LP Da FIXTURE LOCATIONS ONLY. THE OY4NER - I � __ MANA&ER. NURSERY 15A STANDARDS. SHALL HAVE THEIR ELECTRICAL ENC71NEER - �!, — -_- OF L\v � RECOMMEND ACTUAL FIXTURES. ELECTRIC FRANK SINATRA , ` � These drawings and/or the � EN61NEER SHALL BE RESPONSIBLE FOR ALL NOT TO 50ALE � RE&ARPLESS OF PREVIOUS LANDSCAPE ARCHITECT OR 06NER APPROVALS; THE CITY OF PALM ELECTRICAL PE51614 AS NEEDED TO MEET PROJECT accompanying specifications i THE CIT'T' OF PALM DE5ERT'5 LIC7HTINC7 LOCATION are the exclusive property of DESERT LANDSCAPE INSPECTOR AND MANA6ER RESERVES THE RI&HT TO REJECIT ANY AND ALL ORDINANCE. Summers/Murphy & Partners, PLANT MATERIAL. Inc. and their use and publi- ALL LI(SHTIN(5 SHALL BE APPROVED BYTHE �ie restricted to thle i CITY OF PALM DESERT PLANNIN& original site for which they DEPARTMENT PRIOR TO INSTALLATION. were prepared. 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I I 11 I I 11 / I I 11 �, ,� I � �, / I / 11 I � " I , I 1\ , < , I I I r - I- I I � , ,� I / I , 1� I I " I " � I I I I I I �', I " I 11 I I " 11 ,/ / �, 1 I �, 11 �, I �, I I " I � 11 , I 11 "I � � " "I ,�, 11 I I �, ,�, I -'I, �", 1- / /_ " � ,1� // "� " / ,� I , " ,/ / / I 1, /, �,� I -1 I � I �, . /I " I I I I " I I /� / I I I/ // / I � I " I , �,� I I I , , � I I , C.V.Kr;). C-,.V.KD. N TOTAL JOE3 (f.,I TY` OF 0N.U.r_,,.O.L.S.) TOTAL JOE3 C,ITY` OF (KU-r_,,-O-L-S-) z :5 co SHRU55 / r.-7ROUNI�)C,OVER L E r_5 E N Z� allAN I TY' PALM DESERT SHRUE35 / C-7R0UN1:;)(f-,0\/ER LEC-;ENI�) allANITNT" RE&ION-6 < z z � RE&I ON-& PALM 17)ESERT Ir :5 1 I= 0 1 SY`ME3OL DESC.,RIFTION SIZE a7r. 5FAC�,I NO PNATER NEEL",-) PNATER NEEI;) SY`ME3OL 1�)ESCRIFTION SIZE 0T)o'. 5 F A C I N 6_5 /�ATER NEEI�) �NATER NEED Uj U. CL 0. .—i W � ACAL'*'rPHA MONOSTACH)O'A 5 6AL. 254 5 I O.o. LON 0.2 LON 0.2 T LANTANA CAMARA VARS. 'NEN &OLI�)' 5 &AL. 245 (o I o.r.,. MOD 0.5 M01;) 0.5 0) < 0. (D RA5PBERR*�r FUZZIE5 LLJ 0 < � NEN (5CLr;) LANTANA - 0 I @ A&AVE AMERICANA 5 6AL. 116 (O I 0.C... LON 0.2 LOA 0.2 1 co � r..,ENTUR"r PLANT 0 LA\/ANr;)ULA AN&USTIFOLIA I 6AL. 505 a I O.C. LON 0.2 MOD 0.5 a VD �e co z * A&AVE &EHINIFLORA 5 &AL. 151 4' O.C. LON / MOD 0.5 LON 0.2 .j LU 'I � TNIN FLONER A&AVE (:& LEUGOf='H*Y'LLUM GANDIDUM 5 &AL. ICI 51 O.G. LOA / MOD 0.5 LON 0.2 < a I SA&E �: < (�) A&AVE 1�)E5METTIANA 5 OAL. Ila (010.0. LON / MOD 0.5 LON 0.2 N � Uj AOA\/r- M`rRTUS COMMUN15 5 OAL. 165 41o.o. mar;) 0.5 MOD 0.5 NOTE: M � (B 00 .j CC (N ALOE BARBAr�)ENSIS 5 C7AL. 161 41 a.r-,,. LON 0.2 LON 0.2 TRUE M`rRTLE NO 71;ZEE-5 SHALL BE PLANTED V41THIN O.V.N.D. EASEMENT OR Rlrz,HT-OF AA'715. = cr) < < ALOE VERA Ct) 0- z & OENOTHFRA CAESPITOSA I &AL. 5-7cl 2' O.O. LOA 0.2 LON 0.2 NOTE:. S2 * LL 0 � (g ALOE 'BLUE ELF' I &AL. 206 21 O.Cl. LON 0.2 LON 0.2 NHITF--TUFTEr;) EVENIN67 PRIMROSE NO CONFLICTIN& UTILITIES AITHIN PROJECT AREA. b Z �- 0 X ! BLUE ELF ALOE PEN5TEMON SUPERBUS I &AL. 221 51 O.C. LON 0.2 LOA 0.2 Uj% < 0 e < � 2 BOU&AINVILLEA "RASPE3ERR*'r ICE" 5 r5AL. 21 a I O.C. Map 0.5 MOD 05 PEN5TEMON 0 0. l= . 0 ad Q BOU&AINVILLEA (�) R05MARINUS OFFICINALIS 'TUSCAN BLUE' 5 OAL. 2-7 (O I 0.C. MOD 0.5 Mai�) 0.5 . II . W I-- o 0 . . R05EMARN'r -_ (g CALLISTEMON VIMINALIS 'LITTLE ,JOHN' 5 r5AL. ill (010.0. MOD 0.5 MOI:;) 0.5 0 RU55ELIA EOU15ETIFORM15 I OAL. 12 a I O.C. Mar;) 0.5 MOD 0.5 SHEET DESCRIPTION 1�)NARF NEEPIN6 BOTTLE BRUSH CORAL FOUNTAIN 0 CAE5ALFINIA FULOHERRIMA 5 6AL. 1151 a I O.G. Mar;) 0.5 mar;) 0.5 5ALVIA CLEVELANDI I 5 &AL. 51 a I 0.0. LOA 0.2 LON 0.2 SHRUB PLANTING RED BIRI"� OF PARAI:;)15P (�) C,LEVELANI�) SA6E PLAN (�) 0 15TU5 PURFUREU5 5 &AL. 202 510.0. MOP 0.5 LOA 0.2 (�) 5ALVIA (5RE6611 'SIERRA LINDA 11 5 &AL. 50 (O I 0.C. M01:? 0.5 MOD 0.5 C/7Y OF ,=ALM DEOEIRT OROHlr�) ROCKROSE RED SALVIA INV=ECTION 5CHEVULE N07-E DESIGNED (�) r;)AS-T-LIRON NHEELERI 5 6,A L. e55 510.0. LOA 0.2 LOA 0.2 NASSELLA 7ENUISSIMA I &AL. 45ci 51 O.c. LON 0.2 LOA 0.2 REFER TO THE TITLE5HEET FOR THE CITY OF SMP 1�)ESER7 SPOON 0 MEXICAN FEATHER &RASS PALM DE5ERT'5 IN5PECTION 50HEDULE. DRAWN JL (<2� DO1,-)ONAEA VIS005A 5 6AL. a a I 0.0. MOD 0.5 mar;) 0.5 ZINNIA 6RANDIFLORA I 6AL. 254 15,10.0. LON 0.2 MOD 0.5 . CHECKED JL '��J_ H 0 F5 E E I-,-) 5 U 5 H (�) PRAIRIE ZINNIA These plans have been reviewed by the Coachella Valley Water District in DATE p, T E accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section 1.31.07 ECHINOCATUS r5RUSONI 1 5 &AL. 156 3 I C.C. LOA 0.2 LOA 0.2 1E 65597 et seq. requiring efficient landscape and irrigation design in cooperation with JOB NO. & (5OLr,)F-N BARREL CACTUS the local governing agency(City or County), "Approval of this drawing by CVWD 261454 staff does not constitute approval to encroach into district and USBR Rights-of-Way. 10 Trees,plants,walls,and permanent structure of any kind may not be planted or CAD Flif / S T R I G installed in CVWD and USBR easements or right-of-way without first obtaining an (�S) HE5PERALOE PARVIFLORA 5 6AL. 545 41 a.(:,. LOA 0.2 LON 0.02 encroachment permit from CVWD. � ' RED "rUCCA I SHEET NUMBER- SLARREA TRIlDENTATA 5 &AL. 15 510.0. LOA 0.2 LOA 0.2 SCALE : I " = 20 ' DATE WATER MANAGEMENT SUPERVISOR OREASOTE CVWD PLAN 4 DEVELOPMENT SERVICE SUPERVISOR S P �i 01 20, 40 1 60, NORTH OF 26 SHEErS __ ___ — I . . I OM ill,) I e� �_' !;� I __1 �,A 0 (P I tp 1� Q� — r. ) I . L . . I I I I � I I I I � I � I PLAN SET "13" 11-8-07 � � I � I I � � � . . � � I � I L � L L L L � I I � I . � � . . . . . . . . . . . . . . . . . . . . . . . . . � I . . . . . . . . . . . . I . . . . . � . I � L . I I L I L . . . . . . . . . . . . . . . 8 I PREVAILING 1. 'CINCH-TIE BY V.I.T. CO. 2 WIND d, k k X Wcl) 673-1760 Stakes to be 2. LODGEPOLE PINE STAKE 2 outside of rootba I I x 12' LONG FOR >� , la ALL TREES. OUT OFF TOP OF EXCESS STAKE TO MINIMIZE SUMMERS/MURPHY & PARTNERS, INC DAMAGE TO TREE. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 - , ) �� DANA POINT, 3. 2 COMPACTED LAYER CALIFORNIA29 DECOMPOSED GRANITE. (949) 443.1446 FAXX (94949) 443-1631 REFER TO TREE PLANTING q _ / •4 1 PLAN FOR SPECIFICATION. N s cq p TOP OF ROOT GROWN TO V F ���c.G Murph1 -f1P Ti, _ 5 2 BE AT FINAL GRADE. �0� KEEP D.G. AWAY FROM t GROWN OF PLANT a° � Signature �I_1 1_1 (� 3 7-31-08 4. FINAL GRADE Renewal Date 4 5. 100% SITE NATIVE BAGKFILL *T9 Date � I I 5 X DIAMETER *REQUIRED BY G.V.W.D.* 6. PLANT PIT EXCAVATION TFOF CALIF OF ROOT BALL 5 3 X DIAMETER +REQUIRED BY C.V.W.D.* 7. ROOTBALL These drawings and ica the I. TREE OR SHRUB - REFER TO PLAN FOR TYPE $ LOCATION OF ROOT BALL (� accompanying specs ica ions 8. UNDISTURBED NATIVE are the exclusive property of 2. 2" LAYER AFTER COMPACTION OF DECOMPOSED GRANITE- I. SHRUB- REFER TO PLAN FOR TYPE 4 LOCATION SUBGRADE. 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- - / NOTE: cation shall be restricted to the KEEP D.G. AWAY FROM REFER TO SHRUB PLANTING PLAN FOR SPECIFICATION. ;' 7 MIN. TWO TIES (TOP $ BOTTOM) original site for which they GROWN OF PLANT TOP OF ROOT GROWN TO BE AT FINAL GRADE. - - REQUIRED. were prepared. Re-use, repro- - duction or publication by any 5. FINAL GRADE 3. FINAL GRADE WRAP STAKE TO FORM method, in whole or part, is KEEP D.G. AWAY FROM FIGURE EIGHT. NAIL W/ (1) prohibited except by written 4. 100% SITE NATIVE BAGKFILL - permission from Summers/ 5. PLANT PIT EXCAVATION 4. 100% SITE NATIVE BAGKFILL GROWN OF PLANT GALV. NAIL THROUGH EACH Murphy 8c Partners, Inc._ - 5 TIMES THE SIZE OF THE ROOT BALL 5. PLANT PIT EXCAVATION- 3 TIMES _III- 8 TIE INTO POLE. 6. ROCTBALL THE SIZE OF THE ROOTBALL I _ 1. UNDISTURBED NATIVE SUBGRADE 6. ROOTBALL -� 8. EXISTING SLOPE 3 X DIAMETER REQUIRED BY C.V.W.D. 7. UNDISTURBED NATIVE SUBGRADE OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE G I TY OF PALM DE5ERT5 CURRENT INSTALLATION ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE AND MAINTENANCE GUIDELINES. CITY OF PALM DESERTS CURRENT INSTALLATION CITY OF PALM DESERT 5 CURRENT INSTALLATION AND MAINTENANCE GUI DEL I NE5. AND MAINTENANCE GUI DEL I NE5. Revised March 1, 2001 per City of Palm Desert's Comments Revised March I, 200'7 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments Z O Un � SLOFE FLANfi I NO 5 SHRUE3 FLAN7 I NO I 7REE 57AKI O AND FLA` 7INO Del W Q 3'-4' 3'-4' 3'-4' 3'-4' 0 I NOTES: aaQQaa ALL PALM TREES ARE TO BE ROW 3 0 0 00 0 "BARE ROOT" AND MEET _ THE MINIMUM BROWN TRUNK � 2 SPECIFICATION AS INDICATED ON PLAN. ROW 2 0 0 3 d) v I. 2" LAYER OF COMPACTED � DECOMPOSED GRAN I TE- REFER ROW I 0 0 O N TO TREE PLAN FOR SPECIFICATION cV 4 l O KEEP D.G. AWAY FROM Y IL GROWN OF PLANT 2. TOP OF ROOTBALL TO BE 5 I- 2 AT SAME ELEVATION AS ?ro 1. 1/4" XI 1/2" STAINLESS STEEL EYE SCREW IN z DUG FROM FIELD. O MASONRY LEAD ANCHOR SHIELDS F- 3 2. 12 GA. GALVAN I ZED WIRE. SECURE VINE 3. ROOT BALL 0 TO WIRE WITH 1/2" GREEN NURSERY TAPE. IL 4 O W TAPE SHALL BE TIED IN A MANNER THAT tu 4. F I NAL GRADE > M 15 JUST TIGHT ENOUGH TO HOLD VINE AND O R I- DOES NOT CONSTRICT GROWTH. 5. AREA NATIVE SAND BAGKFILL 04 0 O 3. FUTURE EYE 5CRE W5 PIT TO BE 3 TIMES 0 N _ L - 5 THE SIZE OF THE ROOT BALL cr Z V TM 4 AN&LE BACK TRUNK AND REMOVE STAKE, L SECURE PLANT D TO WIRE I 6. UNDISTURBED NATIVE SUBGRAE O CO) LLI M 5. MASONRY WALL NOTE: -I I O Q r v FOR 5 GALLON VINE, INSTALL ROW5 I AND 2. - FOR 15 GALLON VINE, INSTALL ROWS 1, 2, AND 3. 3 X DIAMETER REQU I RED BY TH 1 S DETAIL PERTAINS TO ALL FENCE/MASONRY WALLS. OF ROOT BALL AT BUILDING WALLS; REFER TO SEPARATE VINE TRF-LL 15 DETAIL ON TH 1 S SHEET. ALL PLANT INSTALLATION SHALL MEET THE G I TY OF PALM DE5ERT'5 CURRENT INSTALLATION Q ***ALL V I NES TO BE STAKED"* AND MAINTENANCE GUI DELI NES. N Revised March I, 2007 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments Z Q co Q zZ 4 VINE ATTA�HM NT 2 FALM FLANT I NO o uJ U. a 0- J W (L MAX. 6-0" MAX. C� Q (GAN BE I PANEL) W co Z J _ 2 W sM � W _ � 3 °0aa = Ma Z 4 - LLO Z UO � LLI Q 6 0 0. oaC O ry G/TY �? O� PALM 17�5� T � ~ V U - - - - - - - _- - -_- -_- � 1N51r'EGT/ON 5GH�17UL� NOTE 11-111 I I 11=1 11=111-1 1 1-I I 1=1 11=1 11 1 I I "I 11 1 1 1 I 1 1 I 1=1 1=1 1=1 11=1 11 I 11=1 1= -III- III-III-III-I 1 11 1 11 11=1 11 I I 1=1 11=1 1 11 1 11 1 11 1 11 11 �_ I-III I 1 11IIIIIIIIIIIIIII=III11I ° 1 I °11=III=IIIIIIIIIIIIIII11I °°I a =1 REFER TO THE TITLE SHEET FOR THE CITY OF SHEET DESCRIPTION 1= U III=III=III=III=III=III=III= °U ` III=III=III=III=III=III=III= Ll III= 8 PALM DESERT'S INSPECTION SCHEDULE. -1 I a I I=1 11=1 11=1 1=1 11=1 1 11 11=1 aa. 11 11=1 1=1 11=1 11=1 11=1 11=1 I I • al 1 PLANTING NO TREES SHALL BE PLANTED WITHIN G.V.W.D. -I I I=1 I I=I 11=1 I I=III III=III _ III=III=III=III III III=III EASEMENT OR RIGHT-OF wAY5. DETAILS - _ - _ _ _ - - III-1 I I III-1 I I-1 I ,III-1 I II 1-1 I IIIIIIII 11-1 I I-III-III-III-III-III-III I - NOTE: 12'' DIA. NO CONFLICTING UTILITIES WITHIN PROJECT AREA. SECT I ON/ELEVAT ION VIEW DESIGNED SMP SCALE: I/2" = I '-O" I DRAWN SMP These plans have been reviewed by the Coachella Valley Water District in CHECKED LEGS ND AT � accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section SMP „ „ &__ 65597 et seq.requiring efficient landscape and irrigation design in cooperation with 1• BAI-I-- FINIA�- 4• �J/4 DIA• X 3 I-- - the local governing agency(C4 or County). "Approval of this drawing by CVWD DATE 1Q)ONEL staff does not constitute approval to encroach into district and USBR Rights-of-Way. 02.01.07 O Trees,plants,walls,and permanent structure of any kind may not be planted or J 2. 4x4 POSTS - PVG/VINYL 5 - - - - � s r R � � JOB NO. OR TUBULAR STEEL SET E. DRILL 1/2" D 1 A. _ -- installed in CVWD and USBR easements or right-of--way without first obtaining an W 261454 encroachment permit from CVD. IN CONCRETE FOOTING HOLE THROUGH POST 3 DATE WATER MANAGEMENT SUPERVISOR 9APAnEtngDetails 5. HEAVY 12 GAUGE WIRE - 6. FINISH GRADE 4 SHEET NUMBER WRAP AROUND $ SECURE CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR TO DOWEL. PULL WIRE 7. CONCRETE FOOTING TAUGHT THROUGH DRILLED DETAIL PD �l HOLE 8. GOMPAGTED SUBGRADE SCALE: 2" - I '-0" 5 VINE E TRELLIS @ 5UIL1;) 1N0 OF 26 SHEETS PLAN SET "G" 11-08-07 I. GENERAL / GRAD I NG $ DRA I NAGS 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. II. GENERAL NOTES In the performance of this contract, Contractor shall hold Landscape Architect C. Glean-Up and Testing A. Glean-Up 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 I. GENERAL 51TE PLANNING or in connection with, contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. The ow eroonsave been co owner's site construction manager shall 1. After all installation o ti h bn completed, remove all errors. verify installation and obtain civil engineer certification. AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALY515 SHALL BE p p SUMMERS/MURPHY PARTNERS, INC PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW rubbish, excess soil, empty plant containers and trash from the site daily. LANDSCAPE ARCHITECTS AND APPROVAL. THE IN5TALLIN6 CONTRACTOR SHALL INSTALL ONLY THOSE 501L All Scars, ruts or other marks in the area caused by this work shall be 34197 COAST HIGHWAY, SUITE 200 B. Errors or Conflicts 2. The piping systems shall be flushed and cleaned prior t0 connecting to AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE DANA POINT, CALIFORNIA 92629 existing drain line, catch basin Or storm drain Systems. SPECIALIST. repaired and the ground left in a neat, orderly condition. Leave site in (949) 443.1446 FAX (949) 443-1631 If any errors or conflicts are discovered in the plans or notes, they Shall be g y broom-clean condition at the end of each working day. Hose down all brought to the attention of the Landscape Architect to issue clarification. 3. Upon completion of work, remove debris, tools and surplus material from site. paved areas, including walks and patios, upon completion of all work A. Weed Control for all planting Areas. and each working day. o \,PN S C,4 p ��F C. Additions, Deviations and Alterations .G N,, Murpb 9QC' No deviations or alterations from the Sans ands ecificotions will be er•m�tted �; 4, p p p I. Remove all existing weeds from site. B. Maintenance a° 0 unless authorized by the Owner or the Landscape Architect. Should deviation from plans and notes become necessary due to conflicting site conditions, Owner, Signature I. The Contractor shall maintain during installation a sufficient number of 7-3i-08 Landscape Architect and City of Palm Desert shall approve in advance any such 2. Install irrigation. Renewal Date such deviation. No additional work will be authorized without the express written workers and adequate equipment to perform the work herein specified. ♦c �. all maintenance work shall meet or exceed the the City of Palm Desert's dux Date authorization from the Owner. "Low water ordinance"; and follow the maintenance schedule $ guidelines TFOFCAL\F 3. A State of California Licensed established in the City pest control applicator shall apply of Palm Desert's "Desert Flora" These drawin s and/or the D. Interpretation systemic weed killer to all planting areas. Maintenance Guide, current edition. accompanying specifications The Contractor shall comply with the obvious intent and meaning of these plans are the exclusive property of and specifications which shall be construed to include all labor, material, tools Summers/Murphy & Partners, and equipment necessary to complete the work specified herein in a B. Soil Preparation 4 Finish Grading Inc. and their use and publi- cation shall be restricted to the workmanlike manner in strict accordance with plans and notes. should any 2. After all work has been completed, inspected and accepted, all areas original site for which they questions arise as to the intent and interpretation of these plans and notes, I. Rough grade: Site to be received by Landscape Contractor to within will be maintained for a period of ninety (q0) calendar days or as long as were prepared. Re—use, repro— Gontractor shall refer to Owner and Landscape Architect whose decision 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. determined by the Landscape Architect to establish thriving trees, vines 4 shrubs. duction or publication by any method, in whole or part, is thereon Shall be final. prohibited except by written 2. Finish grade: Finish grading to consist of grading, raking and hand work permission from Summers/ necessary to achieve desired contour and flow line patterns, based 3. Keep all areas weed-free, adequately watered, and neat Murphy & Partners, Inc. E. Observation and Rejection of Materials and Workmanship All materials and workmanshi furnished or performed b Contractor Shall be upon Civil Engineers plans, resulting in evenly finished surfaces free of for the ninety (QO) day period. Remove all debris from site and keep p p y debris and litter. the entire site broom-clean. subject to final observation and acceptance by Owner and Landscape Architect upon completion of all contract work whether previously paid for or not. At any 3. Shape mounds as shown on the tree/ planting plans. 4. Damage to any planted area shall be repaired immediately. Depressions and all times during the performance of this contract, Contractor shall make Contractor to import soil necessary to attain design grades and berms. caused by vehicles or foot traffic shall be filled with native soil, leveled available for observation, test and approval, materials and workmanship. Failure All import soil shall be free of weeds, debris, and shall be and replanted. Exterminate gophers, moles and repair damage. of such observers to make observation, tests or approvals shall not prejudice similar to existing site lolls in texture, type and Chemical analysis. Decomposed granite shall be replaced as needed. the right of Landscape Architect or Owner on final observation. Contractor Finish grading shall be free of depressions or high spots, to provide Shall promptly replace any and all material, workmanship and equipment which smooth and even surfaces for proper drainage. Final grade shall be Z does not conform to the plans and notes. All materials used on this contract 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 O Shall be new and the best marked quality unless specified otherwise. size. presented at all times to the satisfaction of the Owner and Landscape Architect. The Landscape Contractor shall be expected to make a F. Samples 4. Top dress all shrub areas with a 2 layer Of decomposed granite after compaction minimum of one weekly visit for maintenance purposes. When so re ci, y uired b the Owner or Landscape Architect, Contractor shall submit Refer to the "Tree Planting Plans" for material specification. Q fora approval Samples of the various materials, and specify finish thereon. 0 pp p The Contractor shall request a final site visit seven (1) days prior to the 6 q, y end of the maintenance period. This request Shall be written and G. Local Codes Q Q Q a a All construction shall conform to all local building codes and ordinances. It is G. Plantingdirected to the Owner and the Landscape Architect. Upon written acceptance of the project, the Contractor shall be relieved of any Contractor's responsibility to verify all codes prior to commencing work. further maintenance. Plant trees, vines and shrubs as called for where indicated on H. Utilities Planting Plans and as detailed on Planting Detail sheet. G. Guarantee Contractor shall be responsible for verifying the location of all underground 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 ninety MO) days after installation and acceptance by the Owner. Trees shall be guaranteed for one year. Any material that fails to grow. I. Removal of Debris and Glean-Up Stake (only those trees that need it) as detailed on Planting Detail Sheet. through the specified maintenance and guarantee period shall be replaced Contractor shall thoroughly clean and keep free of debris and waste material by the Contractor at no cost to the Owner. entire construction area to the satisfaction of the Owner and City of Palm Desert. J. General D. Observation The general conditions and any special conditions that Owner may require shall I. Observation visits specified herein shall be made by the Landscape Q apply with the same force and effect as though written in full herein for all Architect or his representative. The Contractor shall request construction sections. observation at least two (2) working days in advance of the time that the 0 observation is requested. O ; II. 51TE EXCAVATION AND ROUGH GRADING D. Plant Purchases — Scope of Work - Provide all labor, materials, tools, equipment, transportation and 2. Observation visits are suggested for the following parts of the work: O necessary incidentals for the completion of all clearing, stripping, excavating, ��, N O backfilling, grading and related work as shown on the drawings, including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE a. Upon Completion of grading and soil conditioning prior to planting.p p g g gp p g• C'3 � r limited to the following: ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE cc Z Q LAND50APE ARCHITECT WITH PHOTOGRAPH5 AND SPECIFICATIONS b. When trees are spotted for planting, but before planting holes are O = U A. Protection of all curbs, walks, walls, structures and other existing work which Is OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE excavated. J CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR °u Z to remain. .. R ALL TREES / c. Written acceptance of the project to release the Contractor from Z SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR p L p j > � SHRUB5 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A further maintenance shall occur after Final Observation with the Owner 3 11M 0) B. Clearing and stripping site of brush, debris and other foreign materials as "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT or his representative at the end of the maintenance period. O r 0 outlined in the drawings. RESERVES THE RIGHT TO REJECT MATERIAL DELI VERY TO THE 51TE NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE C. Excavation for all foundations and footings to the dimension and depth shown on APPROVED PHOTOGRAPH5. NOTE: the drawings. Bottoms of excavations shall be smooth and level. All loose REFER TO THE TITLE SHEET OF TH15 PACKAGE FOR THE CITY OF PALM material Shall be removed therefrom. RE6AR17)LE55 OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER DESERTS LANDSCAPE INSPECTION SCHEDULE. APPROVALS• THE C 1 TY OF PALM DESERT LANDSCAPE INSPECTOR D. 5ubgrade5 shall be watered and compacted to a relative compaction of Q5%. RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. Q E. Verification of Dimensions N E. 5ubgrades under all paving shall be true to grade and cross section, hard, I. All scaled dimensions are approximate. Before proceeding with any work, Z co uniform and smooth prior to placement of base material. the Contractor shall carefully check and verify all dimensions and Q Z Z Z quantities, and shall immediately notify the Landscape Architect of any c :5 F. Backfilling of all excavations and trenches after placement of foundations, W01I5, discrepancy between the drawings and/or specifications and actual LLB LL CL walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be conditions. No work shall be done in any area where there is such a CL J LU in acceptance with Engineer's specifications. E. Plant Deliveries discrepancy. All discrepancies shall be brought to the City' of Palm Desert's (n V Q 1. The contractor shall coordinate plant deliveries with the Landscape attention prior to continuation of work. W V G. Grading of areas indicated in the drawings including bringing existing grades to Architect. The contractor shall provide minimum -12 hour advance notice of F. Utilities 0 within 1/10 foot plus or minus. Final design grades as Indicated on the drawings. plant deliveries permittingLandsca e Architect ample time to also notify h e City of Palm esert ndscape Inspector of plant delivery dates an I. The Contractor shall be responsible for verifying the location of all CO) Z H. Stockpiling of excavation material or import top soil fill and sand shall be as times. underground utility lines and boxes (as shown on plans) prior to any J Lu outlined on the drawings or as approved by Landscape Architect. construction so that proper precautions may be taken not to damage Q p e Architect has taken additionald La ndscape ansca Q 2. The landscape contractor is obligated to insure plants loaded on delivery such lines and utilities. p � h � W I. 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 efforts as part of the plan preparation process to identify the OMO J Landscape Architect and the City of Palm Desert Landscape Inspector. proposed location these utilities and coordinate tree and plant = M a Q placements to coincide with their locations. The contractor shall bring Co M 0. Z III. DRAINAGE an discre ancies to the Landscape Architect. All discrepancies shallk 3. Any plants that are not those previously approved, or those that do not y p p p — 0 Scope of Work - Provide all labor, materials, tools, equipment, transportation and meet the minimum specifications established through the photograph and be brought to the City of Palm Desert's attention prior to continuation Z 0 2 incidentals for the Completion of all drainage systems as shown on the of work. C.) necessary y Specification submittal process shall not be loaded and delivered to the W Q y p g p p % Q 2 drawings, including but not limited to the following: job site. CONTRACTOR QUALIFICATION NOTE: O 0. � _ O ALL LAND50APE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2-7 H o 0 A. Materials 4. Any plants damaged during loading transportation or off loading shall be ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-8 I. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or replaced. Damage is defined and may include but is not limited to trunk ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-21 non-perforated in diameters shown on the drawings. scaring, broken limbs, defoliation and wind burn. The Landscape Architect SHEET DESCRIPTION and the City of Palm Desert Landscape inspector reserve the right to COY OF PALMI7E50RT j 2. Basins and Drains - High impact plastic Styrene drain basins, catch basins reect any $ all plant material. /N5PjEGT/ON 5GHEMLE NOTE SITE with grates, high impact plastic Styrene deck drains, and/or precast concrete AND drain box and catch basins and cast iron grate in diameters and sizes as REFER TO THE TITLE SHEET FOR THE CITY OF PALM DESERT'S INSPECTION SCHEDULE. PLANTING shown on the drawings. stainless steel or brass deck drains in hardscape as No TREES SHALL BE PLANTED WITHIN C.V.A.D. EASEMENT OR RIGHT-OP AAY5. SPECIFICATIONS shown on the drawings. NOTE: F. Plant Storage NO CONFLICTING UTILITIES WITHIN PROJECT AREA. DESIGNED SMP I. Trenches to pitch a minimum of I/8" per foot unless otherwise indicated on the B. Trenching and Laying Pipe I. Prior to plant deliveries, the contractor shall establish a staging area DRAWN drawings. Contractor to verify a I I invert elevations and trench depth prior to where de I iveries are to be received. This staging area shall be adjacent These plans have been reviewed by the Coachella valley water District in SMP CHECKED to the installation area how wy ever aa from heavyconstruction and A T E accordance with Water Code Title 7, Division I,Chapter 3,Article 10.8,Section SMP excavation. 65597 et seq.requiring efficient landscape and irrigation design in cooperation with equipment that may cause damage. the local governing agency(City or County). "Approval of this drawing by CVWD DATE staff does not constitute approval to encroach into district and USBR Rights-of-Way. 1.31.07 2. Bottom of trench Shall be smooth and continuous t0 f loW direction. A ho 1 low O Trees,plants,walls,and permanent structure of any kind may not be planted or 2. The contractor shall provide man Older as needed to adequately maintain � s T R � G installed in CVWD and USBR easements or right-of--way without first obtaining an JOB NO. shall be made to receive be I 1 of pipe so the joint W i I I not bear upon the p p 261454 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 encroachment permit from CVWD. filling in with backfill I I under the base of the pipe and not b wed in or watering, protection from wind or other damage and theft. CAD FILE p p y g g DATE WATER MANAGEMENT SUPERVISOR ES erenza Pro/454PIa blocking. SHEET NUMBER CVWD PLAN 4 DEVELOPMENT SERVICE SUPERVISOR 3. Trench material shall be used for backfill. However, no rocks or lumps shall be used. Welded joints shall be given at least 15 minutes setup Ps �i before handling. Above the level of initial backfill, the trench may be Revised; March I, 200-T Per City of Palm Desert's comments. OF 26 SHEETS GENERAL SITE A SFEC-, IFIC-ATIONS FLANTINO SFEC/ IFIC/ATIONS , . . . PLAN SET "G" 11-8-07