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Spanish Walk Alegria Tract 33837 Common Area Landscape Plan_1
REVISIONSnot ~' ill, SUMMERS/MURPHY & PARTNERS. INC PE ARCHITECTS REV. SHT. DESCRIPTION DATE 6Y 34419�OAS HIGHWAY, SUITE 200 DANA POINT, CALIFORNIA 92629 SPANISH WALK ALEGRIAQ (949) 443-1446 FAX (949) 443.1631 O NDSC,4P� ICJM, Murphy -1 0 C* do y TRACT # 33837 i` ,A Signature 7-31-08 * Renewal Date Date �P 'QT � F CF CAUV These drawings and/or the PALM DESERT CALIFORNIA I I I accompanying specifications are .the exclusive property of Summers/Murphy & Partners, Inc. and their use and publi- SUBMITTED FOR APPROVAL cation shall be restricted to the DATE original site for which they APPROVED were prepared. Re-use, repro- DATE duction or publication by any RELEASED FOR BID method, in whole or part, is COMMON AREA LANDSCAPE PLAN prohibited except by written DATE permission from Summers/ CONSTRUCTION SET ISSUED Murphy & Partners, Inc. DATE AGENCY APPROVALS CONSTRUCTION NOTES AND LEGEND VICINITY MAP CONSULTANTS CERTIFICATE OF PROJECT C❑MPLETI❑N LANDSCAPE ARCHITECT IRRIGATION CONSULTANT o Project Name;_________________ Parcel Map or Tract No,;_________________ NOTES N SUMMERS / MURPHY PARTNERS, I NG. SWEENEY $ ASSOCIATES, INC. Project Location__________________________________________________ 541�i7 COAST HIGHWAY 55730 SKY CANYON DR. , SUITE C 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, °G Maximum Water Allowance___________________________________________ MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL DANA POINT, CALIFORNIA ci2621 MURRIETA, CALIFORNIA. 612653 Q (In hundred cubic feet) CONSTRUCTION ELEMENTS AS 5HOWN ON THE DRAWINC75 AND SPECIFIED (7I4) 642-447I (C15I) 46I-6550 0 Estimated Total Annual Water Use, HEREIN. DINAH SHORE DRIVE CONTACT: JOE LA500LA (C150 461-6550 (in hundred cubic feet) 2. ALL WORK SHALL BE PERFORMED BY A 0-:2 GALIFORNIA LICENSED SITE as a I Preliminary Project Documentation Submitted; (initials indicates submittal) CONTRACTOR. CIVIL ENGINEER ARCHITECT 1, Grading design ptan 5. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE LLJ� AVENUE 35 `70 F� 5TANTE0 ROBERT HIDEY ARCHITECTS, INC. ACCORDING TO STATE, COUNTY AND LOCAL GORES, ORDINANCES AND UP z U,o FF 277 RANCHEROS DR., STE. 500 7555 IRVINE CENTER DR., STE. 200 2. Landscape design plan TO GAL-05HA SAFETY ORDERS REGARDING >PERFORMANCE OF WORK. Q GERALD % SAN MARCOS, GA CT206Cf-2Q76 I RV I NE, GA Ci2615 _____3, Irrigation design plan 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR ��qp (760) 5CI1-3203 (Ci4ci) 655-1550 4. Irrigation schedules WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES ��.po (760) 51�1-320I (Q4Q) (655-I5✓cl N AND STRUCTURES. THE CONTRACTOR SHALL TAKE 50LE RE5PON51 B I L I TY z Post installation Ins ection; (initials indicate com letion) �' DR. O M p p FOR ALL 005T5 INCURRED DUE TO DAMAGE AND/OR REPLACEMENT OF w Q LO It A. Plants installed as specified SAID UTILITIES, INCLUDING DELAYS. z oLd SHEET INDEX N B, Irrigation systems installed as designed 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT �����® ��' �``�� o ���� ®����� W ----- g y g SHEET NO. SHEET DESCRIPTION ~ DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL o �_ >>�� <><. Comments;----------------------------------------------------- o H:::<::r :::<>:: v COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE FRANK SINATRA DRIVE Y ._.>._.«'<><_ OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. o T-1 TITLE W ------------------------------------------------------------ CL-1 CONSTRUCTION LAYOUT PLAN PHASE 1 W ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE A co of this certification has been provided to ❑weer/Develo er and District _ - py p p DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB ,� CL � CONS'TRUCTI�ON LAYOUT PLAN : W to 0 Comments; SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY O R� UI C I N I TY MAP CL : N ----------------------------------------------------- CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS N.T.S. .. CONSTRICTION LAYOUT PLAN ... ... Z o� CL CONSTRUCTION:LAYOUT PLAN SHEETS NOT ------------------------------------------------------------ AT THE CONTRACTOR'5 R15K AND EXPENSE. INCLUDED AS PART O d CL COI�ISTRUCTI1 N LAYOUT PLAN of THisPPr�OVAL/ W It is my opinion that the work outlined above has been completed In substantial LOCATION MAP SUBMITTAL SET � " Q accordance with Coachella Valley Water District and The City of Palm Desert's CL CONSTRUCTION LAYOUT PLAN .. W Landscape and Irrigation Guidlines, O W Q LEGEND CL 7ONSTRUCTIOI` LAYOUT PLAN _ _ V ------------------------------------------------------------------------------ CL_ S .. REC CEIUTER CONSTRUCTION LAYOUT P AN ..... Landscape Architect Signature Date License No, LU O d) DIAMETER (55.60) EXI5TING SPOT ELEVATION L : PAR aCONSTRUCT/ N LA:' Od1:T PLAN: : R W Z FF FIN15H FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION O CL � PRI1 ' 1Jf' AO / PtN r C� GF GARAGE FLOOR ELEVATION HT HEIGHT - OLD-1 CONSTRUCTION DETAILS WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS TA TOP OF WALL ECR END OF CURB RADIUS \ LD-2 CONSTRUCTION DETAILS TF TOP OF FOOTING ELEVATION TO TOP OF CURB \ _ _ LDS S{TE AMENITIES .. . ........................................................................................................................................................................................................... BIN BOTTOM OF WALL BG BOTTOM OF CURB LS-1 CONSTRUCTION SPECIFICATIONS THE LANDSCAPE AND IRRIGATION DE51 GN INCLUDED IN TH 15 LAND50APE T5 TOP OF STEP EJ EXPAN51 ON JOINT PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. BS BOTTOM OF STEP 51J SCORE JOINT \\® 00, //I/ lP-1 IRRIGATION PLAN (PHASE 1) THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER GB CATCH BA51N SG SAW OUT FG F I N I SH GRADE R RADIUS �• �s IP-, IRRIATION PLAN: USAGE AND TH15 DE51GN MEETS THE CITY OF PALM DESERT'S WATER USE /y �� 1P IfRIGTIN PLAN Q REQUIREMENTS. FS FINISH SURFACE RDWD REDWOOD \ �` ....................................... HP H1GH POINT HDR HEADER ^' P- . IRRIGATION PLAN S�iITS tOT — co P OW POINT 'y ..... I NGI-UDED A.S PART Q Z Z REFER TO 5HEET IL-I FOR THE C.V.W.D. WATER CONSERVATION CONCEPT L L LA LAND5GAPE ARCHITECT A y/ IP IRRIGATION PLAN OF THIS APPROVAL/ FL FLOW LINE MIN MINIMUM �C/ C IP.g :. IRRIGATLOI PLAN STATEMENT. I i � y,A _.SUBMITTAL SET O OG ON CENTER MAX MAXIMUM / vv .. (� LL GB CATCH BA51N MJ MASTIC JOINT -- CITY OF PALM DESERT LANDSCAPE TG TOP OF GRATE ELEVATION TYP TYPICAL IP � IRRIGATION � W J W INV INVERT ELEVATION PA PLANTING AREA � 70 /L-1 IRRIGATION LEGEND, CALCS, AND NOTES J V Q INSPECTION SCHEDULE BB BOND BEAM ELEVATION NTS NOT TO 50ALE 'QQ ID-1 IRRIGATION DETAILS Q . 0 IS-1 IRRIGATION SPECIFICATIONS C* 1) SLEEVING / GRADING ALIGN o W � �� 4 � TP-1 TREE & VINE PLANTING PLAN (PHASE 1) � CO) Z a. Sleeve diameter, type depth and location ��� dodo 1.0% GRAD I ENT IN PERCENTAGE TP 2 T/�EE V�. /E /�LAP�'Tlt'�G PLAN ... ..... —� W b. Soil surface drainage, elevations and trash (including weeds 4 rubble) _ —��L �aE CC - Q Q TP 3 TREE VANE PLANTING PLAN Q 4: 1 RATIO: 4' HORIZONTAL DISTANCE PER I' OF VERTICAL HEIGHT �\ TP- ~ W 2) HARD50APE / BOULDER5-0055LE °. \, e E PLANTING I.....-LAN a. Sidewalk and wall layout R RIDGE U TP`- TES VANE PL�AI `TINE PLAN = ch Q Q... b. Utilities location BY: c. Boulder type, size, Nei ht and placement GB O \ = TP` F) TREE VINE PLANTING PLAN Z yp g p GRADE BREAK o ° PLAN Q TP TREE VINE PLANTING Z H O � 3) IRRIGATION SYSTEM ROUGH-I N - DIRECTION OF FLOW o o SP-1 SHRUB PLANTING PLAN (PHASE 1) W o a. Trench depth ° . : SP-2 SHRUB PLANTING PLAN ...... ' �. �'. � D- _ O b. Pipe size and class DRAINAGE PIPE � ° � ° � � HUC� c. Pressure test (125 psi for 6 hours) ° SP-� = SHRUB PALATINE PLAN p _ SHEETS NOT ® ATRIUM DRAIN SP : "lRUB LA I .PLAN INCLUDED A5 PP.fi T 4) PLANT MATERIAL (trees shrubs) C -�'F`tlT�S -- - OF THiL- APPROVAL/ SHEET DESCRIPTION a. Condition DECK DRAIN } _~ 4 _ ="1 SPA SHRUB PLANTII�'G PLAN SUH11tTTtL =SE7. b. Type 0 ; a _ ...... DECEIVED m. 4_ ,- ,y P HRUB PLAI'aITING PLAN . c. Placement O TURF DRAINA� d w . FRANK SINATRA SPA SHRUB SLANTING PLA#V TITLE f1AY G ZOOi �► � - SHEET 5) GROUND COVER (Decomposed ranite PROPOSED CONTOUR s PD 1 PLANTING DETAILS ciTYB w6RKSEDE�RT ( p granite) L O Ci A T I O N PS-1 PLANTING SPECIFICATIONS Pus a. Type KEY MAP b. Depth and spacing EXI5TING CONTOUR DESIGNED c. Compaction - �'0 R�� NOT TO SCALD These plans have been reviewed by the Coachella Valley Water District in accordance SMP ( C_) BERM — BUILT—UP LANDSCAPE GRADE -- ..-- P T F with Water Code Title 7 Division 1 Chapter 3 Article 10.8 Section 65597 et se . DRAWN l P q �- _� 6) FINAL requiring efficient landscape and irrigation design in cooperation with the local CHECKED SMP a. Irrigation DETAIL REFERENCE o i S T R k c governing agency (City or County). Approval of this drawing by CVWD staff does not Valves, boxes and Nirin _ CITY APPROVAL NOTES constitute approval to encroach into district and USBR Rights-of-Way. Trees plants, SMP g SHEET LOCATION APPROVED pp g y' � p � DATE Controller operation and site specific yearly irrigation schedule Fl DSCAPE ACKAGE NOTE: walls, and permanent structure of any kind may not be planted or installed in CVWD 1 17 07 (required by City of Palm Desert Water Efficient Landscape SECTION REFERENCE pA ANY CHANGES TO THE APPROVED PLAN MUST BE SUBMITTED IN WRITING TO THE and USBR easements or right-of-way without first obtaining an encroachment permit JOB NO. Ordinance) CITY OF PALM DESERT FOR APPROVAL PRIOR TO INSTALLATION from CVWD. 124455 Sprinkler, bubbler and / or drip emitter type, f low rate and SHEET LOCATION NOTE. CAD FILE quantity per plant. ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS DATE WATER MANAGEMENT SUPERVISOR Ale ria-Title Sheet Overall operation PART OF THESE PLANS ARE NOT PART OF THE G I TY OF PALM DESERT'S SHEET NUMBER As built LAND50APE DEPARTMENT'5 INSPECTION AND APPROVAL PROCESS. # b• Tree staking IT 15 THE OWNER'S RE5PON515ILITY TO OBTAIN ANY ADDITIONAL CVWD PLAN DEVELOPMENT SERVICE SUPERVISOR c• Overall APPROVALS THAT ARE NF-CF-55ARY FOR WORK THAT 15 TO BE GIN OF PALM DESERT SUBMITTAL #1 02/0-7/01 T�i NOTE SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER (PLANTING ONLY) PLAN SET V DEPARTMENTS JURISDICTION. PLAN SET A - CITY SUBMITTAL 2 03/20/O7 DATED: 04-18-07 OF 41 sHEccs ATTEMPTS THERE WILL BE A FEE A55E55ED FOR ANY RE-I N5PECT I ON5. PLAN SET 'B' - CITY APPROVAL SET 04/I S/0� SMP PLAN CONTROL 05/01/2007 UT/LO Y SYMBOL LEGEND KEY MAP � T ® TYPICAL A/C LOCATION ® BUBBLER BOX SUMMERS/MURPHY PARTNERS, INC TRANSFORMER (ABOVE &ROUND) ,+,RMER DRAIN PIPE ��j C LANDSCAPE ARCHITECTS R MAY I f �G/, 34197 COAST HIGHWAY, SUITE 200 PRIMARY PULLBOX (FLUSH) — - FLOW �LINE i I f 'Qq 70 DAN 4POI 6, CALI FAX IA9)6431631 MAILBOX } IIIOV. BOLLARD LIGHT I I I I , I °q0 ® I-1"X50" ELECTRICAL BOX (FLUSH) THI5 PLAN REFLECTS RECOMMENDED LIGHT FIXTURE LOCATIONS ONLY. THE (( � 1 J t ,!, `'s Im 17"X30" TELEPHONE BOX (FLUSH) ND SCq p� OWNER SHALL HAVE THEIR ELECTRICAL ENGINEER RECOMMEND ACTUAL FIXTURES. F Q-F' O_ Murp/, q,Q ❑ q"Xq" GABLE TV. BOX (ABOVE GROUND) ELECTRIC EI�Gl1 MER SHALL BE u, �G. �o © IRRIGATION CONTROLLER / POWER FED. RE5PON515LE FOR ALL ELECTRICAL ~ oG DESIGN AS NEEDED TO MEET THE CITY OF Li � 2 FIRE HYDRANT PALM DE5ERT'5 LIGHTING ORDINANCE. o Signature WATER METER ALL LI6HTIN& SHALL BE APPROVED BY 7 YARD DRAIN THE CITY OF PALM DE5ERT PLANNING DEPARTMENT PRIOR TO INSTALLATION. Date �P ® GRATE / INLET FRANK SINATRA CAL p qTF 1 F NOT TO SCALE PROJECT These drawings and/or the LOCATION are specifications are the exclusive property of Summers/Murphy h s & Partners � P Y OR Inc. and their use and publi- cation shall be restricted to the 1 original site for which they were prepared. Re-use, repro- cluction or publication by any S-3 1 method, in whole or part, is b $-7 1 prohibited except by written permission from Summers REFER To REFERS 1 FIN15H 5C,, EL:VLE O u�, T/ON ONL. % Murphy & Partners, Inc. TRAIL LANDSCAPE TRAIL LAND�.�GAPE 1 PLANS PREPARED BY S $_2 PLANS PREPARED BY SAA S-7 S-8 NTRACTOR NOTE: C� RD50APE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE - .. ., ifl �� w�.��y�✓ C--__� ,� T � ` / ALL HA APPROVED PLAN. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD m � -- � �a v� MODIFICATIONS TO THESE DE516N5 WITHOUT THE LAND50APE ARCHITECT AND THE CITY OF PALM �. - DESERT'S REVIEW � APPROVAL. t. - 4; M �t A - ' Q i ® ® ® s I, : 51 TE IMPROVEMENTS Q I ® ® S-4 ® '1 `" ......... 1 r�j 1 SYMBOL DFSCR/PT/ON COLOR /PlN/SH /SP GiI~IGAT/ON r2E TfI/L 0 i III I , O I y 9' I p ry I N i i `z I S-1 CURB 4 &UTTER REFER TO THE CITY OF PALM DESERT N/A11 APPROVED PRECISE GRAD I N6 PLAN p� t— lI pI Iy � I I I bI III _ — cx� II 1 1 I I :IDEAALK T'REETSGAPE' CONCRETE REFER TO STREET IMPROVEMENT AND N/AII I 1 , 4 LANDSCAPE 5WA PLANS.43 Q I I I I I I S-6Li- 17 1<1<1<1<aa TUBULAR STEEL FENCE COLOR: TO BE BLACK / SELECTED SEE DETAIL A 4 B WITH ACCESS &ATE FROM APPROVED COLOR PALETTE SHEET LD-2 S-10 m r - S-10 I�ii iill M III 11 II 7' II II T - S-10 11 N P i i i I I I I I 1 I S-4 VINYL A/C SCREEN FENCE MODEL: 'POCONO' PICKET FENCE PANEL N/A i PANELS FROM: FENCES FOR LE55 (500) a55-625'1xi I I I,I N li I CONTRACTOR TO PROVIDE SHOP DRAW I N&5 4 n, I 1 FOR POST SLEEVE FOOTING AS PANELS ARE I TO BE REMOVEABLE FOR MAINTENANCE ' -... - --.�. 4 a•E.� 1 ' COLOR TO MATCH BUILDING EXTERIOR. 14 N 11 I I I N I 1 S6 - III S-5 TUBULAR STEEL HANDRAIL COLOR: TO BE BLACK / SELECTED SEE DETAIL E N T I I p l 1 I I NTrFROM APPROVED COLOR PALETTE SHEET LD-I II II I II , AS REOU I RED BY CODE 0 I;II III '" S-9 PII I ij� M I ��i itil I�ii i4� �- M hi S-6 CONCRETE STEPS COLOR: NATURAL GREY SEE DETAIL F N M S-9 'i FINISH: MEDIUM BROOM FINISH SHEET LD-1 W r ®� pI I � � pI I � \ LAN FOR - I I REFER TO THE CITY OF PALM DESERT — � S-4 i I I it I APPROVED PRECISE GRAD I N& P I S-4 ACTUAL QUANTITY 4 LOCATION 'c^ v I v♦ ® � � I, I I __ � __.. � H LO oC g ® I :I ® li i i II II r� ® ® S-7 LANDSCAPE BOULDERS REFER TO BOULDER 8 ROCK NOTE, 5EE DETAIL A W O 0 �" r• � :.:: lIiI II I II i,I � � ® THI5 SHEET SHEET LD-I W LO O ® ® ®~ d II i I II / ' II II I I S-8 DRY STREAM BED REFER TO BOULDER 4 ROCK NOTE, SEE DETAIL B (/). / O 0THI5 SHEET SHEET LD-I \ // $_9 INTERLOCKIN& PAVERS PAVERS: BEL6ARD 'MEGA-BER&ERAC' SEE DETAIL V V W Q Q Im Q D .r 5'` S-5 /10'-6" \ 1 O WITH CONCRETE BAND COLOR: TOSGANA BLEND SHEET LD-I -- � � —————— g� --- 1�' - — - ———— — — _ FROM: VALLEY BLD6. MATERIALS W . - — — 4 CONTACT: EDIE MARTIN (41441) 5a6-0256 = a V - - M �., _ .. rLL - ----'- -- --------- -- ---------- --- - ------- -' --- ---- --- ----- - - ----- ---------- - -- - - ® BAND: NATURAL GREY O W FINISH MEDIUM BROOM FINISH IZ TRAb,3. � ` --- 51 X �❑ FORMER ❑ FORMER A - O m S-7 CONCRETE PAVING COLOR: NATURAL GREY SEE DETAIL C 8 6 0 r V ---...---.--- _ ti❑ FINISH: MEDIUM BROOM FINISH SHEET LD-I _ S10 , - � '�� /. � INDICATED ON PLAN JOINTS A5 _.,__„�.,:,_.. � � � S 8 INSTALL CONTROL JO x S-2 S-1 -T PASEO BRAVO lu — — — — Nim Elio M M f _ iiiiiiii :F _ - 4 MATGHLINE _ T mom CC 0 0 0 .70_ 0 ,�o 1 di Af), gP peg J W >. / o , U ,_ 1 1� co TO SHEET EC, F W Z W ' R6EMENT OF REG. G ♦^ v/ �i \ �/ J W y , C % a a- � , "L, \.11:..' I' '� M W J � * , 00aa = M M a, ^. LL 0 �• O NSA LLj Q U NOTE: SHEET DESCRIPTION ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS CONSTRUCTION PART OF THIS PLAN 15 NOT PART OF THE CITY OF PALM DESERTS LAYOUT PLAN LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. T 15 THE OWNER'S RESPON51 B I L I TY TO OBTAIN ANY ADDITIONAL PREC15E GRADING PLAN NOTE BOULDER ROCK NOTEDESIGNED APPROVALS THAT ARE NECE55A�RY FOR WORK THAT 15 TO BE SMP THE PRECISE GRADING PLANS PREPARED BY ALL LANDSCAPE BOULDERS TO BE PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER DRAWN STANTEC AND APPROVED BY THE CITY OF PALM "DESERT CHOCOLATE"- DEPARTMENT'S JURISDICTION. A DESERT SHALL BE 155UED TO ALL BIDDERS AND CONTRACTOR TO PROVIDE INSTALLING CONTRACTOR(5). THE PRECISE QUANTITIES 4 SIZES AS PER CHECKED A GRAD I N& PLAN 15 AN I NTE6RAL PART OF THESE SPECS. TO BE VERIFIED BY LANDSCAPE PLANS, AND INDICATES ALL LANDSCAPE TOTAL JOB UANHITECT qq0 DATE 2•9•07 NECESSARY FINI 5H SURFACE / FINI 5H &RAV E ELEVATIONS, DRAIN HEAD AND DRAIN LINE 25% _ 1811 , LOCATIONS. 50% - 24" ALEGRIA COMMON 2590 - 36" ACTUAL HOUSE PLOTTING LOT CONFIGURATION AND CAD FILE FINAL WALKWAY / DRIVEWAY LAYOUT SHALL ALL DRY STREAM BED ROCK TO CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN BE 2" TO 6" 11DO5 RI05" SHEET NUMBER ON THE APPROVED PRECISE GRADING PLAN. UNLESS NOTED OTHERWISE. G/TY OF PALM DESERT OJCi�tI L. �� — 20 ALL BOULDERS, ROCK AND 1 N5PEC T/ON SCHEDULE NOTE A66RE&ATES ARE AVAILABLE BY OR THE CITY OF C L�l SOUTHWEST BOULDER. REFER TO THE TITLE SHEET F www.southwestboulder.Gom PALM DESERTS INSPECTION SCHEDULE. 01 j, 20' 40' NORTH OF 41 SHE 05/01/2007 Phase 1- Plan Set "B" submittal 04-18-07 5 4 4 ALL CONCRETE THICKNESS :2 SUMMERS/MURPHY & PARTNERS, INC STEEL REINFORCEMENT 0 LANDSCAPE ARCHITECTS AND BASE MATERIAL tu 34197 COAST HIGHWAY, SUITE 200 SHALL BE AS DANA POINT, CALIFORNIA 92629 N Q (949) 443-1446 FAX (949) 443-1631 6 &EOTECHNICAL EN61NEER. X r F ESTABLISHED 5**r THE tu I )SC,4p �$n 0 9�99 0000 0 00000 0 0 0 I I I I I I . -tip '6 0 0. Murphy SEE NOTES ON THIS -111 0 00 000 00�b 00 PO 5 () � � ►� 4 � 444 444 III � 14 4DETAIL. - 44 444 4II I4I I44 I44 d 0 �3 00 CC 000 0 0 060 q &JO 0 O� 0 0 y P0 0 --A 411 7 V4 I = r 0 0 0 co 00 LOU Signature F-XPAN51ON JOINT 50ORE JO I NT -jK Renewal Date NOTE: qr Date of CAOf 1. EXPANSION JOINT- TYPICAL (b. REINFORCIN& STEEL REFER TO EXPANSION JOINTS IN WALKS TO OCCUR AT ALL CHANGES IN DIRECTION SOILS ENGINEER'S SPECIFICATIONS These drawings and/or the FOR SIZE AND LOCATIONS AND NHF-f;;,E NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS 5ECTION accompanying specifications 2. 3/5" WIDE FULL DEPTH ASPHALT AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION LEGENDare the exclusive property of SATURATED FIBER EXPANSION 7. AGGREGATE BASE - REFER TO JOINTS IN NALI<5 15 160.0. FOR CONTINUOUS NALK5 UNLESS SECTION \/IEkN Summers/Murphy & Partners, OTHERWISE RECOMMEND BY PROJECT 50IL5 ENGINEER. 1. FIN15H SURFACE Inc. and their use and publi- BOARD SOILS REPORT IF APPLICABLE. SCALE: 1 = 1'-0" cation shall be restricted to the '1( 5. CONCRETE PAVING • REFER TO SOILS ENGINEER'S REPORT FOR MINIMUM THICKNESS OF 2. 12" WIDE CONCRETE BANDING (SEE FINISH SCHEDULE) original site for which they 5. FINISH GRADE CONCRETE, AGGREGATE BASE AND REINFORCING STEEL SIZE AND SPECIFICATIONS. were prepared. Re-use, repro- SEE FINISH SCHEDULE 1. LANDSCAPE BOULDER duction or publication by any 11 5. INTERLOCKING PAVERS (SEE FINISH SCHEDULE) REFER TO FINISH SCHEDULE method, in whole or part, is l�)4. 1/4" RADIUS - ALL E &E5 cf. COMPACTED 5UB&RADE REFER NOTE: ON CONSTRUCTION LAYOUT PLANS prohibited except by written TO SOILS REPORT ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL permission from Summers/ 5. 5/4" DEEP X 5/5" WIDE (MAX.) 15 NOT PART OF THE CITY OF PALM DF-5ERT'5 LANDSCAPE 4. 1 SAND BASE REFER TO SOILS ENGINEER'S 2. F I NAL GRADE Murphy Partners, Inc. DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. REPORT FOR, MIN. THICKNESS TOOLED SCORE JOINT WITH 5. C"' COMPACTED GRANULAR SUB-BASE OF CONCRETE AND SIZE OF 5. CtO% COMPACTED 5UB6RADF- 1/4" RADIUS EDGES WHERE OCCURS REINFORCING STEEL. SEE CONSTRUCTION PLAN 6- COMPACTED 5UB&RAI;)F- Revised March 1, 2007 per City of Palm Desert's Comments ALL MASONRY WORK IDENTIFIED AS PART OF TH15 DETAIL 15 NOT PART OF THE CITY OF PALM DE5ERT'5 LANDSCAPE SECTION DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. o EXFANSION .=JOIN7 IN7ERLOCXINO FAVERS 50ULDERS IN L=ANDSC.,AFE oc Q Kr?TH VARIES J 2 1.211 SEE CONSTRUCTION PLAN 10 1 a 11<<1<1<1 4 SECTION VIEW 1211 :2 SCALE: 5" 1'-0" 1 [1/2 < \\ --(:D 0 0 I --d LO "It C4 0) LLJ II OEl 10 LO 17- Itj SE C,71 ON W CERAMIC POOL TILE (REFER TO i i Lo = FIN15H SCHEDULE FOR REC. CENTER _ --I I In I 1--1 1-111 W 0 0 � I � . . . . LU LO o CONSTRUCTION LAYOUT PLAN) Cc Cy I. CONCRETE PAVING (REFER (b. BOND BEAM AND PLASTER SE C.71 ON 4 z 02 5CALE TO FIN15H SCHEDULE. BY POOL CONTRACTORII: 3 1 '-0 4 0 co 2. F-XFAN51 ON JO I NT REFER TO -7. COMPACTED 5U5(5RADE AND 11 17- 11 I_T� 4 ~ U U Q DETAIL ON THIS SHEET SECTION SUB-BASE MATERIAL (REFER TO SOILS REPORT) SECTION VIEW I u I _ NOT TO SCALE 0 WV 5. PRECAST CONCRETE COPING. TO 2" THICK LAYER AFTER COMPACTION 4. #4 REBAR CONTINUOUS. 1 1'-0" CO) POOL CONTRACTOR TO SUBMIT DECOMPOSED GRANITE- REFER TO SCALE: 62 X F. SHOP DRAWING FOR NOTE: FIN5H SCHEDULE 5. FIN 15H GRADE - TURF AREA. Uj 0 0 W Z 0 REFER TO SOILS EN&INEER'5 L _J Z cr P'. > 0 LANDSCAPE ARCHITECTS 2. 1/4" RADIUS NOSE T*'rF. (b. COMPACTED SUB&RADE. LEOENE� 1. LANDSCAPE BOULDER, TYP. (SEE 5. 10% COMPACTED 5IJBISRADE 00 REPORT FOR SIZE OF TOM REVIEW. CONCRETE GOP IN& RE STEEL. 1. 1/2" X 2" 50. TUBULAR RAIL 6. CONCRETE PAVING (REFER TO FIN15H SCHEDULE) 0 TM SHALL MEET ALL LOCAL $ 5. CONCRETE MON CURB N NITH FINISH SCHEDULE) 4. REFER TO GRADING PLAN FEDERAL REOU I REMENT5. REFER TO POOL 4 SPA MEDIUM BROOM FINISH, SCORE 2. CONCRETE STEPS REFER TO 2. 6" MIN. LAYER DECORATIVE ROCK FOR DRAIN LOCATIONS JOINTS (P 5' 0.0. AND EXPANSION DETAIL 'E', THIS SHEET NOTE: ALL NELD5 TO BE CONTINUOUS NOTE ON RE-C. CENTER JOINTS (P cl'' O.C. -3. 1-1/2" Sa. TUBULAR STEEL POST AND GROUND SMOOTH, PRIME AND (SEE FINISH SCHEDULE ON THE CONSTRUCTION LAYOUT FAINT (2) COATS (SEE FINISH CONSTRUCTION LAYOUT PLANS) PLAN. 4. CONCRETE FOOTING SCHEDULE FOR COLOR) Revised March 1, 200'7 per City of Palm 1:;)e5ert'5 Comments ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL ALL CONCRETE WORK IDENTIFIED AS PART OF TH15 DETAIL COMPACTED 5U5&RA0)E ALL CONCRETE AND STEEL WORK IDENTIFIED AS PART OF 15 NOT PART OF THE CITY OF PALM PF_5ERT'5 LANDSCAPE TH15 DETAIL 15 NOT PART OF THE CITY OF PALM DESERT 15 NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. LANDSCAPE DEPARTMENT'S INSPECTION AND DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. APPROVAL PROCESS. co Z z a: FOOL I$ SFA C/OFINC-7 H C.,,0NC-,,RE7E E 7U5ULAR STEEL HANDRAILSTREAM EI STREAM �N 17H 50ULDERS 0 5 11-011 (9 LL 0. 01 SEE I N5ET 'A MIN 5 Uj j LU < :2 6 2 Q U Ca Co I. GROWN STUCCO CAP TO DRAIN Wz < C* 2 2. 5" X 4" X 16" CMU CUT AS NEEDED j W 4 0 a a Q a < 3. 1611 x 511 x 1611 oMU COLUMN %Q BLOCK C0OD lu D 0 cf) < < 5 4. STEEL REINFOROMENT: REFER TO C4) (L z STRUCTURAL EN&INEERS NOTE. C> U_ 16 0 111- 0 rz 5. STUCCO: FINISH AND COLOR 70 z MATCH REG. CENTER BUILDING. 0 t- Z (0. FINISH GRADE SECTION 0 -I. CONCRETE FOOTING: REFER TO I -01 1F, SHEET DESCRIPTION ILI L \ STRUCTURAL ENGINEER'S NOTE. I17 LI --I T I. #3 NOSE BAR NOTE: NUMBER OF STEPS PER CONSTRUCTION < 5. COMPACTED SUB-GRADE. :2. EXPANSION JOINT REFER CIVIL EN61NEER PLANS @ TO DETAIL 'J', THIS SHEET SECTION q DETAILS I /--- 11 = 11-011 5. REFER TO GRADING PLAN FOR RISER HEIGHT z - I \ 1 11 1. FIN GRADE -7. SUB-BASE MATERIAL REFER < 1 .211 DESIGNED 4. CONCRETE PAVING - REFER TO SMP TO SOILS REPORT REFER TO PLANS BY STRUCTURAL 7F < ENVNEER FOR CONCRETE DETAIL '&', TH15 SHEET 2 1/4" RADIUS ALL El;)C -5 '6 FOOTING, AND STEEL 5. 1/2" RADIUS ON NOSE 5. CONCRETE PAVING REFER TO 5. COMPACTED 5U5&RADF_ DRAWN TSR REINFORCEMENT INFORMATION. OF TREADS < FIN15H SCHEDULE C1. I" MINIMUM, 2" AT TURF AREAS J L z- ft_ CHECKED 0 THIS DETAIL 15 INTENDED TO lu 4. 3/4" DEEP X 3/5" WIDE (MAX.) SNIP CONVEY MATERIALS, COLORS 4 (5. CONCRETE PAYING - REFER TO < :Udl TOOLED SCORE JOINT N 1/4 NOTE: DATE A FINISH SCHEDULE RADIUS ED(5175 V4HERE OCCURS. 0 1.17.07 AESTHETICS ONLY. REFER TO SOILS ENGINEER'S -1. STEEL - REFER TO SOILS, < REPORT FOR MIN. THICI<NF-55 REFER TO CONSTRUCTION PLAN. JOB NO. PILASTER SECTION REPORT 5. REINFORCING STEEL - REFER OF CONCRETE AND SIZE OF 124455 REFER TO 5TUr..,TURAL REINFORCING STEEL. CV FILE EN&INEER'5 DETAIL a. COMPACTED SUB-GRADE TO SOILS REPORT egriaConstDetails cf. SUB-BASE MATERIAL - INSET 'A' (b. EXPANSION JOINT - TYPICAL. SHEET NUMBER REFER TO SOILS REPORT REFER TO DETAIL ON THIS SHEET ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL 15 NOT PART OF THE CITY OF PALM DE5ERT'5 LANDSCAPE ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL WORK INSPECTION AND APPROVAL PROCESS. ALL CONCRETE NOR IDENTIFIED AS PART OF THIS DETAIL 15 NOT PART OF THE CITY OF PALM DE5ERT'S LANDSCAPE LD �l 15 NOT PART OF THE CITY OF PALM VE5ERT'5 LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. FILASTER �N/ CAF C.,ON(f/RETE STEFS "HERE APPLICABLE. REFER TO PRECISE OF 41 SHEETS GRADING PLAN FOR STEP LOCATION.) 05/01/2007 (2) 2" SQ X10 GAUGE T.S. FENCE POSTS EQ. E00, Q• W/ CAST IRON POST CAP, TYP. (3) HEAVY DUTY HINGES EQUALLY SPACED, SELF LATCHING, SELF CLOSING CONTINUOUS WELD TO 4"X4" FENCE POST, TYP. 4" SQ X 10 GAUGE SUMMERS/MURPHY & PARTNERS, INC T.S. GATE POST EQ. Q 4" X4" T.S. GATE POST W/ CAST LANDSCAPE ARCHITECTS PANIC HARDWARE MOUNT TO GATE FROM IRON POST CAP BEYOND . 34197 COAST HICHwAY, SUITE 200 ( (BEYOND). DANA POINT, CALIFORNIA 92629 EXIT SIDE). 2" SQ X 10 GAUGE \ (949) 443-1446 FAX (949) 443-1631 / T.S. FENCE POST 2" SQ.X10 GAUGE T.S. FENCE 5/8" SQ. X 16 GAUGE T.S. CAPPED PICKETS. 2"X 1" X 11 GAUGE T.S. TOP AND / POST W/ CAST IRON POST CAP. 4" SQ.X10 W/ GAUGE T.S. GATE WELD TO TOP AND BOTTOM RAILS o �p,NDSC,gp�, 1 BOTTOM RAILS, SET ON EDGE, I POST W/ CAST IRON POST CAP. 4" SQ. X 10 GUAGE T.S. GATE POST, TYP. CONTINUOUS,MELD TO POST, 2" X 1" X11 GAUGE T.S. TOP RAIL, ( ) � M Murphy S- - � 3 HEAVY DUTY SELF-CLOSING �, c• c W/ CAST IRON POST CAP. SET ON EDGE, CONTINUOUS HINGES, CONTINUOUS WELD TO �� .10 � �-A WELDED TO POST. GATE AND FENCE POSTS, TYP. SEE ENLARGEMENT A \ Signature 1" X 2"X 11 GAUGE STEEL TOP AND BOTTOM 5/8" SQ. X 16 GAUGE TUBE STEEL 2" SQ.X10 GAUGE T.S. FENCE 7931-08 1-011 RAILS, ON EDGE. TYP, CONTINUOUS WELD TO \ CAPPED PICKET, WELD TO TOP RAIL. POST W/CAST IRON POST CAP. * Renewal Date P A.D.A. POSTS. A 1"X2"X11 GAUGE T.S. TOP RAIL, J'�,9 Date ON EDGE, CONTINUOUS WELD TF OFF'CAI-tF�� PROVIDE STEELWORK TO CONCEAL CIOTO T.S. FENCE POST. STRIKE MECHANISM, TYP. These drawings and/or the 5/8" SQ. X 16 GAUGE TUBE STEEL accompanying specifications are the exclusive property of CAPPED PICKET, WELD TO TOP AND Summers/Murphy & Partners, BOTTOM RAILS Inc. and their use and publi- cation shall be restricted to the original site for which they O SECURITY HARDWARE, TYP. were prepared. Re-use, repro- duction or publication by any I I method, in whole or part, is _ � 2" SQ. T.S. FENCE POST C.I.P. CONCRETE FOUNDATION FOR POST GATE HARDWARE prohibited except by written II permission from Summers/ (PER STRUCTURAL ENGINEER). M \ Murphy & Partners, Inc. LO 5" I I C.I.P.CONCRETE PAVING REF. LAYOUT SHEET �, I I 5/8 SQ. X16 GAUGE T.S. CAPPED 5/8 SQ. X 16 GAUGE TUBE STEEL 00, PICKETS MAX 4" OPENING CAPPED PICKET WELD TO BOTTOM I ELECTRICAL CONDUIT_TO BE CONNECTED TO BETWEEN PICKETS TYP.o I _ RAIL. I COMMUNICATION (PER ELECTRICAL ENGINEER). AXONOMETRIC VIEW II , N 0 ' FINISHED GRADE NOT TO SCALE I I - 1 FINISHED GRADE N ,I I SEE ENLARGEMENT B _ / Z N 0 B > A L NL _ W W IL W A I- I_!!_! I I_! I !_ ° _! !_� ! ' ! I_! ! !—! - - I SECTION ENLARGEMENTS aaaQaa I -1 I— — a SCALE: 1"=1'-0" NOT TO SCALE 11 = 11 _ =e Ole PER S.E. '-0" 6 N O co to qt ELEVATION CY co �� SCALE. 3/4 —1 -0 'M H LO C0 W Woo A TU5ULAR STEEL SATES jr N o Z � � � O d � H LU � - Q 0 LU N POST — V CAST IRO OS CAP TYP. 80.C. '•+' OWH CAST IRON POST CAP DRIVEN 1 X 2 X 11 GAUGE STEEL TYP VARIES 1" X 2" X 11 GAUGE T.S. TOP & BOTTOM RAILS, ON EDGE. 3 00 INTO FENCE POST TYP. TOP & BOTTOM RAILS, ON O 0 r cc V ENLARGEMENT A EDGE, WELD TO POSTS. CONTINUOUS WELD TO END TABS, TYP. MASONRY WALL (BEYOND). 4 1/2"MAX O.C. 5/8" SQ. X 16 GAUGE TUBE STEEL CAPPED PICKETS. 1" X 2" X 11 GAUGE T.S. TOP & BOTTOM TYP. WELD TO TOP & BOTTOM RAIL. TYP. 1" 1" RAILS, ON EDGE WELDED TO POSTS. 2" X 3" X 10 GAUGE TAB (WELDED TO TOP AND BOTTOM 5/8" SQ. X 16 GAUGE TUBE STEEL RAIL) WITH 3/8" O.C. ASTM A36 THREADED ROD -EPDXY' r- H APPED PI KET . WELD TO TOP BOLT - EMBED 4 MIN. INTO MASONRY TYP. C C S 5/8" SQ. X 16 GAUGE - ' & BOTTOM RAIL. TYP. � TUBE STEEL CAPPED -tom- Q PICKETS. WELD TO TOP & 2" SQ. X 10 GAUGE T.S. FENCE POSTS AT 8' O.C. Q Z Z 2" SQ. X 10 GAUGE T.S. BOTTOM RAIL. TYP. SEE ENLARGMENT FOR CAP, TYP. 0 FENCE POSTS, AT 8' O.C. 2" SQ. X 10 GAUGE T.S. MASONRY WALL W a Uj MI FENCE POSTS AT 8' O.C. SEE s ENLARGEMENT "A" FOR CAP. FINISHED GRADE J 0 Q A N Q H MASONRY WALL (BEYOND) C.I.P. CONCRETE FOUNDATION 0 ram. W Z J W a o W 00 J ENLARGEMENT B = M Q cMCL FINISHED GRADE - * LL Z N FINISHED GRADE N FINISHED GRADE _ NOTES: Z 1— O0 1. SHOP FABRICATE. TOUCH UP IN FIELD AS REQUIRED. W Q V aCIJM N = o o —� 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION. COH 0 0 d — _ _ ( 3. ALL STEEL MEMBERS TO HAVE ZINC RICH EPDXY w , PRIMER WITH POLYESTER POWDERCOAT. SHEET DESCRIPTION w = a I REFER TO SPECIFICATION. � ' I d d LV I I d I e v a I d _) a C. CONCRETE FOUNDATION a (na — CONSTRUCTION u ! I ! I ! REFER TO S.E. = DETAILS a a V- a 4 � e e e ° e WA W ILI = B d a e e a e DESICNED I SMP EQ. EQ. EQ. - I I a DRAWN EQ. 10 d d vd TSR a l a l d e a a d CHECKED PER S.E. PER S.E. I III- _ I SMP DATE -�l I P"��',ffllr�=71 NOTE: 1.17.07 REF. S.E. -� JOB NO. ALL CONCRETE, MASONRY, CONCRETE AND STEEL WORK IDENTIFIED AS 124455 ENLARGEMENTS SECTION A-A PART OF THESE SPECIFICATIONS ARE NOT PART OF THE G I TY OF PALM FILE „_ , NOT TO SCALE DESERTS LANDSCAPE DEPARTMENTS INSPECTION AND APPROVAL Ale riaConstDetails SCALE. 1 —1 -o A. SECTION ELEVATION BACK ELEVATION PROCESS. SHEET NUMBER SCALE: 1"=1'-0" SCALE: 1"=1'-0" IT 15 THE OWNER'S RE5PONS 151 L I TY TO OBTAIN ANY ADDITIONAL APPRO\/AL5 THAT ARE NECESSARY FOR WORK THAT 15 TO BE LD � 2 PERFORMED AS PART OF THESE PLANS / SPEC I F I GATI ON5 UNDER OTHER DEPARTMENT'S JURISDICTION. 5 TI IE3ULAR STEEL FED I I N(�7 rOF 41 SHEETS 05/01/2007 surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. 3• Posts, Plates and other of-grade connections to be Redwood, Western Red Surface must be continuously wet to avoid acid burn. Cedar or pressure treated Douglas Fir as shown on the drawings. G. Glean-Up 4. Hardware - column bases - 'Simpson Strong Tie' or equal. Post caps and - - I. Upon completion of w strap ties Simpson Strong Tie or equal. Joist hangers and heavy angles b w site. work, remove all forms, debris, material and tools from Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and asFiers. All hardware material to be galvanized. LANDSCAPE ARCHITECTS PARTNERS, INC LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 Not all finishes fnclude�J in this specification sheet mau be included 1I. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawin s.- refer to f DANA POINT, CALIFORNIA 92629 as part of the finishhes Indicated on the construction lorr finish schedule g finish schedule 949( ) 443-1446 FAX (949) 443-1631 but have been included for bid alternates indicate on finish schedule Scope of Work - Provide all labor, materials, tools, equipment, transportation and 6. Concrete - Glass A minimum 2,000 PSI at 28 days. or to provide min. specification for builders "option" offer to its buyers. necessary incidentals for the completion of all block masonry as shown on the drawings, including but not limited to the following: Lp,NDsc,q,o B. Rough Carpentry o F Set all I posts, beams, rails and framing plumb and true to line as shown on �����M Murphy qs,� CONCRETE A. Materials do Scope of work - Provide all labor, materials, tools, euipment, transportation and I. Slump block units meeting grade A, ASTM G-�f0, concrete block units Grade the drawings. necessary incidentals for the completion of all concrete' f latwork as shown on the A, ASTM G-q0. 2. Connections - make all connections as shown on the drawings.Splice lumber Signature drawings including but not limited to the following: at posts only. Utilize all p y nail and/or bolt holes for a hardware. 7-31-08 A. Materials 2. Cement - Standard Portland Cement A5TM designation G-150 Type I or II, * Renewal Date I. Cement - Standard Portland Cement, per designation 0-150 of the A5TM low alkali. 3. Ease / sand all top edges of exposed lumber for bench tops, low walls, etc., s� Date �* Type II, Ill, or V, low alkali, single brand throughout. Refer to Soil Engineer's where surface contact is provided. �TFoFCALtFo�� Report for Recommendations. 3. Sand - Glean, well graded A5TM designation C-144. 4. Post base - set post column base as shown on drawings, providing minimum These drawings and/or the 2. Aggregate - ASTM Specification 0-33 3/4" maximum size. Decorative 4. Water - Water used shall be of potable I" clear all sides from finished post base p ble quality. p to top of paving, accompanying specifications aggregates or pea rock as shown on drawings. Fine natural sand, well graded are the exclusive property of conforming to ASTM 0-144. Refer to finish schedule on construction tans. - 5. Countersink 5. Steel Reinforced steel for wall to be Grade 40 deformed bars ASTM nails and bolts in all locations where surface contact is Summers/Murphy & Partners, p Inc. and their use and publ provided, i.e., bench top etc. i- designation A-I&5. cation shall be restricted to the 3. Water - Water used shall be of potable quality. G. Paintin and Stain original site for which they & s. y were prepared. Re use, repro- . Concrete - Glass A concrete minimum 2,000 PSI at 28 days. g I. Fill all seams and cracks with Latex caulk and/or wood dough to insure an duction or publication by any 4. Steel - Reinforcing steel for decks and walks to be intermediate grade even surface. method, in whole or art, is 7. Mortar - by volume, freshly prepared, uniformly mixed in ratio I art cement, p deformed bars conforming to A5TM A-615 and/or Grade 40. Mesh A5TM I/2 part lime putty, 4-I/4 parts sand, conforming to ASTM G-27� Omit lime prohibited except by written A-4a&, size where shown on drawings. g 2. Sand smooth all exposed surfaces is specified as 545. permission from Summers/ putty If plastic cement is used. p Murphy & Partners, Inc. S. Expansion Joints -p Asphalt impregnated felt. Polyfelt Ethafoom as indicated 5. Grout - by volume freshly prepared, uniformly mixed I part cement, 3 parts 3. Prime all painted surfaces with one coat primer. on the drawings. sand 2 ea arts p p gravel. 4. Paint with minimum two finish coats for painted surfaces. 6. Control Joints - Saw cut joint 1/4 of slab thickness. Hand tooled score joints B. La in of Masonry 1/4" deep minimum where shown on the drawings. g y 5. Stain with minimum two finish coats for stain surfaces. 1. ay all masonry straight and true to line with vertical joints plumb over each other. Horizontal joins shall be level. Headers and corner units to show D. Protection and Cleanup 7. Gold Joints - Butt type, butt type with dowels. Screed key joint a g s indicated finished faces where exposed. Joints and bond pattern to be as shown on 1. Protect all existing ork from oint overs ra . on the drawings. the drawings. p p y 2. Upon completion of work, remove all scrap wood, debris, materials and Z 8. Joint Sealant - Two parts Polysulfide sealant as manufactured by Thiokol, C. Reinforcing tools from site. Q I. All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels cn Glass AS, self leveling or multi-part polyurethane construction sealant by for walls and columns to be some size as wall reinforcin Refer to V. Metal Work L.M. Scofield, in matching color. Structural Engineer's specifications for all steel sizes a ed locations. Scope of Work - Provide all labor, materials, tools, equipment, transportation on the W Q w and necessary incidentals for completion of all metal work where shown . Curing Material - Hunts process MD�G. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, includin but not limited to the followin � conditioned concrete by L.M. Scofield, in matching color of concrete as 1. No cutting of masonry units shall be allowed unless shown on the drawings. g g p indicated on the drawings. A. Materials E. Grouting of Masonry L Steel tubing in sizes shown on the drawings ASTM designation 500 and/or . Grout all ce I Is with vertical steel solid as shown on the drawing s. hand forged, cold rolled wrought iron in sizes as shown on the drawin s. <<a<<a 10. Color Conditioned Concrete - 'Ghromix' admixtures for integral colored g concrete by L.M. Scofield Company. 2. Hardware - hin 2. Grout all cells below grade solid. ges, latches, bolts, washers, scres, etc. to be heav duty.con stee5, . Dust-On Color - 'Lithochrome' color hardener by L.M. Scofield Company. 3. Provide minimum 3/4" between steel reinforcing and blocks. ruction details for "specific" hardware s Concrete - Glass A concrete minimum 2,000 Psi at 28 days and/or 12. Surface Retardant - 'Lithotex' top surface retarder as manufactured by 3. 'For-Rock' as shown on the drawings. L.M. Scofield Company, or 'Sika' surface retardant or 'Rugesol' as F. Weepholes manufactured by Sika Corporation. I. Open joint weep holes at 32" O.G. maximum on bottom course of retaining 4. Paint - Zinc Chromate primer, 'Rustoleum' finish surface coats or equal. V walls with I cubic foot gravel if shown on drawings or approved drainage 'Metolizing' or galvanizing or powder coating if shown on the drawings. N B. Subgrade y system per structural Engineer's specifications. 1. Grade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints B. Fabrication and Installation co subgrades prior to pouring of concrete. 1. Contractor shall make all measurement for fabrication in field prior to N co I. Provide vertical expansion points in wall per local code and Structural starting work. W .,. 2. Out all footings in undisturbed or compacted soil. Engineers specifications. LU to Place sand orgregate base as directed in the site specific geotechnical H. Waterproofing 2. Horizontal bars to toper with grade or step with grade as shown on the 5. ag report and installation recommendations. Contractor to obtain a certified I. Waterproof all retaining walls below grade with asphalt emulsion, 2 drawings. Vertical bars to be plumb. p coats. V� copy from the genera I contractor or owner. W G. Weldin W O ir G. Forms I. Gleaning I. Welding to comply with the requirements of standard code for ARC and O I. Use only finished lumber. Set all forms true to grade and position. I. Glean all masonry work, remove all mortar stains. W to p gas welding. � N O 2. Upon completion of work, remove all mortar droppings, de Z 2. Moisten all forms prior to pouring of concrete or use approved formdebris, materials and 2. Weld to only clean rust-free s release agents. tools from site. y surface. O Cl) III. BRICK MASONRY 3. All welds to be continuous and free of cracks, craters and porosity. Tack ~CC V V Q D. Expansion Joints welds not acceptable.. _ able. LLF Scope of Work Provide p I. Place expansion joints in concrete at intersection of concrete and fixed p de all labor, materials, tools, equipment, transportation and Q cc W necessary incidentals for the completion of all brick or stone masonry as shown on 4. Grind smooth all exposed welds match adjoining surfaces , g . structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawings, including but not limited to the following: _ � � Q the drawings. 5. Plugall en ends and to and weld. LU at � open tops, Z � O ; Z 2. Place control joint in concrete not to exceed a horizontal spacing as A. Materials D. Painting O specified by a soils engineer. I. Brick or stone conforming to A5TM A-62 grade MA as shown on the drawin s. O 0 Prime r g me all metal work with one coat Zinc Chromate primer. V 3. Place construction joints in concrete where casting on concrete is to be 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 stopped and subsequent casting is to be started. 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. recommendations. E. Concrete 3. Prime and paint per above, all field welds. I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 3. Sand - Glean, well graded A5TM designation C-144. and be proportioned to attain a minimum cylinder strength of 2,500 PSI in E. Protection and Cleanup 28 days. Compressive strengths are to be determined in accordance with 4. Water - Water used shall be of potable quality. I. Protect all existing work from paint oversproy. ASTM G-3cf. The slump shall not exceed 4". Refer to the site specific soil 5. Steel - Reinforced steel for walls to be Grade 40 2. Obtain Fire permit where re wired for on-site weldin report for site specific concrete mix specifications and steel reinforcement. deformed bars ASTM ci, g Q designation A-I65. 3. Upon completion of work, remove all scra iron, debris, materials and Q Z Z 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in tools from site. p �accordance with the requirement of Standard Specifications for ready mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, Q 4 concrete ASTM 0-q4. 1/2 part lime putty, 3 parts sand, conforming to A5TM 0-2-10. Omit lime putty (� LL a F. Concrete Finishing if plastic cement is used. J Q I. Broom Finish - Tamp fresh concrete with heavy metal grid. Screed with straight 7. Grout - by volume, freshly prepared, uniformly mixed in ratio I part cement,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. CONTRACTOR QUALIFICATION NOTE: Q V and edge to an even hard surface. Score as indicated on drawings. Use a new ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED C-2- F co manila hemp bristle broom. Brush markings on slab in uniform fashion perpendicular B. Laying of Brick ALL CONCRETE GONTRAwid IX to form edges and across th of walk / drive or as show Ian view drawins.n on the 1• 1-ay all masonry straight and true to line w GTORS SHALL BE CALIFORNIAGALIFORNIA LICENSED G-8 W ith brick vertical joints plumb over Y Z p g each other. Horizontal points shall be level. Headers and corner nits to show ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2cl J W W 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with finished faces where exposed. Joints and bond pattern to be as shown on Q � straight edge to remove all irregularities. Float to a smooth surface, steel the drawings. Q G. Reinforcing �i M W trowel and edge to an even hard surface. Score as indicated on drawings. g , J W Hand broadcast rock salt in even distribution and tamp In. Wash off concrete 1• All bars in masonry shall be lapped a minimum of 40 bar diameters. Dowels = 00 Q CC Q with enough pressure to dissolve rock salt after concrete has set. for walls and columns to be some size as wall reinforcing. Contractor to M a obtain Structural En-t sneer's details and specifications for all steel sizes CO � LL Z 3. Pea Rock Retarded Finish - Tamp fresh concrete w and locations. Copy o be provided to contractor from owner. w with heavy metal grid. D. Cutting of Masonry ((-- Z � Q O u V Screed with straight edge to remove all irregularities. Float to a smooth � Q surface, steel trowel and edge to an even hard surface. Apply surface I. Use masonry saw for brick cuts unless specified otherwise. Bricks cut less Q a- Q retardant to finished surface, prior to initial set per manufacturer's than 1/2 length shall not be used. Stone to be cut with chisel and hammer. OW � _ Q recommendations, L.M. Scofield, using sprayer, providing even distribution. E. U Groutingg of Masonry U Reveal aggregate by using water jet and coarse fiber brush to remove 1. Grou-t core wa I I s solid as shown on the drawings. retardant paste from surface, washing thoroughly until surface is clean and SHEET DESCRIPTION exposure is complete and uniform. 2. Provide minimum of 2-1/2"er rout space between double brick walls. Provide 4. hand Seeded Aggregate Finish - Tamp fresh concrete with heavy metal grid minimum 3/4" between ste reinforcing and brick. grid. minimum Screed with straight edge to remove all irregularities. Float to a smooth H. Waterproof in SPECIFICATIONS surface. Hand seed surface in uniform fashion over entire area keeping stone I. Waterproof all retaining walls below grade with asphalt emulsion, or other as 1/2" minimum from edges and expansion joints. Tamp aggregate to a uniform specified by Soils Engineer. depth below concrete surface. I. Cleaning and Sealing DESICNED 5. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solution NOTE: SMP of muriatic acid and water. Apply clear sealer to exposed surfaces if shown DRAWN wit straight edge to remove all irregularities. Float to a smooth surface. Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake on the drawings. ALL CONCRETE, MASONRY, WOOD AND STEEL WORK IDENTIFIED AS CHECKED SMP method using a minimum of 60 pounds per 100 square feet. Apply in 2 or PART OF THESE SPECIFICATIONS ARE NOT PART OF THE CITY OF PALM SMP more shakes and float after each shake. Trowel only after final floating 2. Upon completion of work, remove all mortar droppings, debris, materials and DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL DATE while concrete is still plastic using imprinting tools to make pattern as tools from site. PROCESS. 1 1707 shown on the drawings. Apply color curing compound 'Lithochrome' color IV. CARPENTRY JOB NO. wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type IT 15 THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL 124455 Scope of work - Provide all labor, materials, tools, equipment, transportation and surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown on the drawings, APPROVALS THAT ARE NECESSARY FOR WORK THAT 15 TO BE CAD FILE / texturing the concrete. Color curing compound may be optional, as including but not limited to the following: PERFORMED AS PART OF THESE PLANS SPEC I F 1 CATIONS UNDER OTHER Ale ria-Consts ec indicated on the drawings. DEPARTMENT'S JURISDICTION. SHEET NUMBER A. Materials 6. Sand Finish - Tamp fresh concrete with heavy metal grid. Screed with 1. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawin s, straight edge to remove all irregularities. Float to a smooth surface, steel straigght, sound, free from marks, pin head knots, sap pockets, slivers, and trowel and edge to an even hard surface. Prior to set, lightly sponge chec�CS. Select grade or better where shown on the drawings. LS �l C.-ONSTRUCoTION 5FEC, 1FIC.,ATIONS ' OF 41 SHEETS 05/01/2007 UT/L/Tl' 5*'MBOL LEGFN17 KEY MAP / � S0&11 ® TYPICAL A/G LOCATION [H] BUBBLER BOX �'Qi��)F SUMMERS/MURPHY PARTNERS, INC "`"":' TRANSFORMER (ABOVE GROUND) '%, 'o tij I:�i"MIi» DRAIN PIPE I . ',- .� �9 C LANDSCAPE ARCHITECTS o^,o ticp 34197 COAST HIGHWAY, SUITE 200 ",;,"",^" PRIMARY PUL.LBOX (FLUSH) _ FLOW LINE 1 y� 'Q-q���0 DAN 443OINT, CALIFORNIA FAX (949)443-1631 Mlj MAILBOX ♦ IIIOV. BOLLARD L16HT 1 1% ® I-I"X30" ELECTRICAL BOX (FLUSH) THI5 PLAN REFLECTS RECOMMENDED 1 1 i I I O 11 L 16HT FIXTURE LOCATIONS ONLY. THE (( " I` l; OE 1-1"X30" TELEPHONE BOX (FLUSH) OWNER SHALL HAVE THEIR ELECTRICAL _ ' L, `pNDSCA,o cl"XW GABLE TV. BOX (ABOVE &ROUND) ENGINEER RECOMMEND ACTUAL FIXTURES. I ( r N, GM• Murphy 11 , ° ELEGTRtiG E1�1t�tii�1'EER SHALL BE ILL w o y ... .. ............ ......... , RESPONSIBLE FOR ALL ELECTRICAL ~ � --A © IRRIGATION CONTROLLER / POWER FED. O o d'af, rn OF D S& S NEEDED TO T T CITY Q Q � PALM DE5ERT5 LIGHTING ORDINANCE. e Signature ' APPROVED WATER METER P —AL -7 SHALL BE BY 7-31 08 .... __ _ _. .. .... . . ..... _.. .... ..... .. _ _ _.. ... .- .. ... . ..... . Renewal ate . 111THE CITY OF PALM DESERT PLANNING 'mw K 8 4I . 6 5 7 11 $ 6 YARD DRAIN DEPARTMENT PRIOR TO INSTALLATION. s� Date �P 4 51. 1" 284E - 1" 670E 1" ® GRATE / INLET FRANK SINATRA i (— - 1�FOF CAL Fa _ _ _ _ _ _ 1" 1" _ _ _ _ PROJECT ...[:i:iI.3,:�':TI..._1�:./��1�i I.,-\Vi1.,:;: . �/.I��:�"�:;��,:i_:,�:,,i,�::i!��.,�i::,.�*. _ _ _ _ _Tp __ R.cFER T© _ NOT TO SCALE LANDSCAPE LOCATION These drawings an the PLANS PREPAf;Mv SY 5HA 3 4 " ' PLANS PARED BY 5N4A STUB LOCATION; REFER TO NOTE 'B' RIGHT accompanying specifications __. ........ ....... ._ __. _ .._ _.__. _ . ".... .. ... ...I \ J 71,n i a _. 3/4, 3 4 /4 are the exclusive property of O . _ _ 2 Summers Mur h & Partners .,..----�-- 1 tl O R� " .:._... " r 1 Inc. and theirpuse and ubli- m P ,:: :�i���i:�i��I�!��IIIi:��I::I� l5-gu�1��d1I�I<L l y_):.1��::�III I::.:II11:::.I1..�i:i�:�:::�::1::::�IIiI::�ii���i:����::::::::::::::::::::::.�:::...:�::::::::�::���::::::-:����,I:jII;:..;I11�:II,I11III:II:�::I::.:�:::::;::,�:...Ii .;::���::,I�::::::::::::::::(I.:.4i�:.:I I�I(.:..I::qI::.�1 q:,.�,.:1:::1.�.I,i..;:D 11.L:.�.I:!-�.�:.,I��-::i-::I�.".:_�,,:I<._"�,I.�:.!1.,",I::1-:I,I.�iXI:..,:.;.:,I1,_...,.I..;....:::'..K'I:!��" cation shall be restricted to the .:.: 1.1/4 1 . i ., ..:.I�.,....1.,I.'...I..I.I.�_�.,��I.-P:.,.�"...1_I..�.,.:.I1�:.�....,:. :I,,.:::.I.1.,A_-1.�1.:1i1.i:;�:::::i;::I..:I.1,1.:I:I:.;1.I.��:..::... :I,M;.:.�..:,�!4 D.:,�I�:I b i.'�.,,W.S L:�.q: .'E.�.!:I;:.:.l;I 7I.�11��I.;.:i Ii.r;..�:.�.:I�..1I% I.:.,I�.�..�-��:��..:.:.�..I.II,;:.....:.0I,1.,..,::.I 1-.��I..;I...:I;i:".,Ii....!�I.I.; ::.I::,B:;:1:::..::1.:�:�::::: ...;..�I;I:;..:.I.II.,I 1...R,,..�-I:.�,,1:.:!-.-:::�q,._..s 1 1.�..:sI..I.,:".�-:..:1;::I���.1.-.4 I�:.,.."��..,'.."1�.:�Z_1 L I..o..�.,A"�..�:.:.-.,I.,..:�1.�I.."I-��"_..�..I.,:.:2.�r."-::��....:1�"._!,,.,;�_L;I_-r:::�-�::..:p-�:.�1.V::::::%.�,. 1:,-Q.I..,:.I:;.1,�.:r.":I I,F,�F..,-�I�:. 3 4 on final site for which the I:Ii.;::�:/�1I:" .It�f:i::.III.�...,�—..:: 3 4.... ,...1.�..e"..F- :dJ g Y tl ,�;: 11r r ".. - - z k .. : 1:.... 3 44 re prepare use, repro w , .I..'.-".1-:...:.:�.:.4.,*1.... tl_::, duction or ublication b an ® ® 1 P Y Y 1 1 f;1./4 ® 3 ' method, in whole or part, is Q ® 3/4": 1" /4 ® 1 prohibited except by written tZ . r Q ® ®, 3/4 ' perm ss on from Summers M & P t : : , 3 4 u p y ar Hers, Inc. ® ® r h . . 1 I:: ' g+ ::. , ;:..;.:;I::::::::..:11:1.I.:tIII1[,"1,.;;::7.1�:::.::::I:,::::::.::. ,:�,I::�:I:ii:II.II,:.I;.i.1..,�', ,1,��...,:.:.:.::.1'.1�i�-,-/�,F'.,�..,,,..,,/,.I�1:_�:-�I�:i*.::.::,,o;,,:�.�III:;:::..I.,.:�.:.,.�.;;:..��.,:.,,...,.�.1�,.:iiii.1.,;q...:...::..:::,:�i.�:.::::...:;;::::.I.:: i,'",.. " " ....,. ''� T 34 : . / L .I I .�. / 3/4 ,� 3/4 I .: 3/4 . : II . „`, r :- '„. : .. '. . .. .. : .: _ .. 'Y : .., ..... .: + . .: .. :. . ..+.r_ . .. :, 1 f . .-- ,> . ._. .. .:f: ... .:: ........ M,(l :..: s: . .. : ,,..... .. . .. .: <... s'iC.'. .. : ... .. .. : ... :' ., \ r \; ::., : ........ ...;... c. h : , : ci '�Y : _ . . :. i. �qA ........ 0 : — + \ y r III III . , . .:.... �i z c�, r y` \: : II II — ..a l : o . : \\ ��� X " o . II p w 3 4: N A /> II II ' . . tl a. <. .. ............. ....... ... F ::...1..,. .- ,.,. a 34 . \ /. s' / . : :: \ . : :; ; Q .. .. 1: .- .......... ..... .... .<.... 1 6 .. .:., ... .. ::. .: r 1 . \ •A :,..,., i f \ s .... :. .. .. _. ... 1J�! rl�/ ♦ N A.P \ y , : II II , : , . \. \, :� ::,. \ <<<<<<�. _ .. .:::..... ... . . ...... .. ... ... ... .......... ... ... -v ,; : :; : ,, .. ., j�j ;.. . .... ',� I .... .. t .. .... ., - ,. . ... .: . . . ..... , .. :: .... ...:: .. .. .... ♦ \ � s s • s �d' s . . 0. scc /l" . II I11i \` Aq \ s \ ♦ O i s � ,. eR l a \ :: .. i .. .':. .-. .. .. . ,. .. -, .. .... .. .. .' .... .. Ill E I + a „ .. .. E( i reE[ :` 34 ..z`. .i I I I \ \. \ _. O / O �p f p . .. a "C" i r -.. :. .. - . 1 ®. 1 . o . . I- 12 ;,,. :.... : .. I .. - _ N tl .... : ..kA _T._, _ ® , > < : ....-. , 702E \ 1 I I I ®. ® _ T a ° cn � ®, _ . I s s o c9 17 : 11 4 .. _. .. Q 1 _. ... a P.\ / �' _„ -- ' .r l ,l ; \ 4. 1 tY 1 » 1 = CONTROLLLER LOCATION REFER TO NOTE C NIGH: is `::♦ 4 1 W w. .3..._...:-... . . .. . w 4 k :. 1. : n. ,. ., ..... .. „ ... « J ! N T 11 4..::: . .,,. / .. - .. ... . »... .: : .......... ...... .4 :...:::. .. „ 34 :: ... r :.,.:,, 3 4 : 1 - 11 ,a /. .. [.. _ .. . . 3 # /: .__ 3 �F r w W l ... tl': .. :�. :. ..... .,. 1 4 .. 3 4 „: :... r 1 / w — _ _ __ . _ T_ . 11 4 c¢� O " .- PASEO GUSTO W tl 11/a 1 1 3/4 _ _ 314 N O 1 .._ ._ ...... _.. .... .. _� 0 3 . ° ! REA SERVED BY METER #17 d 1D w I— z _ A Ocod > -w : 1" 20 ® LANDSCAPE IRRIGATION WATER METER - 1-1/2" W/2" SERVICE LINE — W V X _ _ i .. _ ........ LOCATED AT 38+00 PASEO BRAVO RD. = 0 Q V�4° f' ' Maximum Design Meter Flow Rates: C F— TOTAL AREA= 52,257 Sq. Ft. (1.20 Acres) 3/4" = 23gpm O W o 0 ' ' POC LOCATIOfJ;REFER TO NOTE A RIGHT 40 m er Planted Acre x 1.20 Acres 48 m 1" - 37 m ! Meter flow rates fo -1/2" Met = 38-8 g 1-1/2" - 80 __ r 1 er p - O:.:. ... 2 - 1- 2 9p W NOTE A.. (0 . Q m : r I., .... I :_.. A2 O SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #17 POINT OF CONNECTION 17 SHALL BE A 11/2" DOMESTIC WATER METER WITH r : : _ - : 0 PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE FIELD Q ERED . �TS- 1II : DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATH ,� "I 4C"r_,.P�-I b_ P� I... .I"I"I"I"I -,.I...�1,�� : ,CO III.II:I;I..,:I-1I,I,�I,.I"7,�I.L.�,'I.I I...'1-I..1.,1",...1::::.::::;I:;:I:II,:.:i::�.I,,.:�.:,:..::�:::�.,.,�Ii,�I.:a:::I:I I,!':�:.,.�I1.1�;���%"'1,.II..I,1......�.�.11�l'�.I I.I11I.1.."'l,,�.�'I.:.,l 2 CO SUL ANTI SHOULD T E COO N TRACT OR FAI TO VERIFYITHE POC INFORMAT ON ANY 4 sol 0t tl CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE .:,:.�',-.'..,..::".:I r:.I:."�.PL�,.!:�i::,�:.:...�I.�1:, 1:���i,.._..;1.,�.."..,.,.""1,�,'I..I.�.�",�.I:":1�:�,:�..I'...�,LI..��1.,..1,.�..,".I.,-.I.':I1.._i.,. I�."1.',I I�".I".I.I�'r"'� 1.:"��.O.."..�'...1�...;1.�.1'".:.1,�.".I ,",:I,"' .1., .I: 1. L. RESPONSIBILITY OF THE CONTRACTOR. .. . Q� ,. STATIC WATER PRESSURE 90 PSI O DESIGN WATER PRESSURE 56 PSI MAXIMUM SYSTEM DEMAND 18 GPM RESIDUAL WATER PRESSURE 34 PSI II ITY F PALM DESERT 0�4U<�P1C cL' C O :- ,. Q cn z z NOTE B: iiotooLon 10C II� WATERCONSERVATION STATEMENT `'� CONTRACTOR SHALL PROVIDE IRRIGATION MAINLINE STUB-OUT AT THE LIMITS OF lil O WORK FOR FUTURE ADJACENT IRRIGATION CONNECTION. CONTRACTOR SHALL ROUTE A MIN. OF (2) TWO COMMON WIRES AND (35) THIRTY-FIVE CONTROL WIRES J W THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE FROM THE CONTROLLER TO THE LIMITS OF WORKAND SHALL INSTALL SAID WIRES PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. i WITHIN A ROUND GREEN PLASTIC PULL-BOX FOR FUTURE SYSTEM CONNECTION. V a ' CONTRACTOR SHALL VERIFY ALL IRRIGATION SYSTEM LAYOUT IN FIELD WITH OWNER'S Q THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO STARTING WORK. . 0 USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE ,. : I 0 REQUIREMENTS. NOTE C: CONTROLLER SHALL BE A WEATHERTRAK MOD. #"WTPR02-42-CHA-RI" 42 STATION � Ill Z INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL i LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH J W 5 CERTIFICATE OF PROJECT COMPLETION OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. Q a Q Project Name:_________________ Parcel Map or Tract No,: 3M � U NOTE D: 0 . Project Location: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY. T M a Q ------------------------------ ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND i Maximum Water Allowance:___________________________________________ A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. a) * AIL Z (In hundred cubic feet) Z O O NOTE E: t U C� Estimated Total Annual Water Use: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, W Q � c 1,.I.. ",I","-I""I�",..,""I_"I"',""1,I.".".�,.I",:..s:.:.,:,...Z I,���,.1,I.��"../; !.:.:�-/.1I..... I� " ,.�,._,���"...",".",�I ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES O Ii = — O (In hundred cubic feet) AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. a co _ V V Preliminary Project Documentation Submitted; (initials indicates submittal) NOTE F: _----1. Grading design plan CONTRACTOR SHALL ADJUST IRRIGATION AS NECESSARY TO AVOID CONFLICT WITH SHEET DESCRIPTION 03SA16BB07 UTILITIES. _____2, Landscape design plan Sweeney + associates IRRIGATION DESIGN AND CONSULTING ---_3, Irrigation design plan California 4, Irrigation schedules 38730 Sky Canyon Drive,Suite a IRRIGATION ----- g Murrieta,CA 92563 NOTE: G/Ty O= PALM ,PE5ERT PLAN 951.461.6830 p-951.461.6850 f ANY CHANGES TO THE APPROVED PLAN MUST BE INSPECT/ON SGHBI7ULB NOTB Post installation Inspection: (initials indicate completion) email@sweeneyassoc.com SUBMITTED IN WRITING TO THE CITY OF PALM DESERT www.sween eyassoc.com ----A. Plants installed as specified Murrieta,California'Austin,Texas' Ft.Lauderdale, Florida FOR APPROVAL PRIOR TO INSTALLATION REFER TO THE TITLE SHEET FOR THE CITY OF DESIGNED S&A PALM DESERT'S INSPECTION SCHEDULE. _____B. Irrigation systems installed as designed STATEMENT OF WATER CONSERVATION DRAWN NO TREES SHALL BE PLANTED WITHIN G.V.W.D. $$A These plans have been reviewed by the Coachella Valley Water District in accordance EASEMENT OR RIGHT-OF WAY5. Comments: Please note the following principles of design utilized on this project directed specifically P T E R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CHECKED as conserving water and improving the efficiency of the irrigation system: CONTRACTOR SHALL IDENTIFY AND NOTIFY requiring efficient landscape and irrigation design in cooperation with the local °� � overnin a enc Ci or Coun "A royal of this drawin b CVWD staff does not LANDSCAPE ARCHITECT OF ALL UTILITY DATE Utilization of high-efficiency point source drip. s T R � G g g g y ty ty). pp g Y CONFLICTS PRIOR TO INSTALLATION 2.9.07 A copy of this certification has been provided to Owner/Developer and District Irrigation zones separated by plant material types. constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JOB NO. Irrigation zones separated by exposure and orientation. walls, and permanent structure of any kind may not be planted or installed in CVWD ALEGRIA COMMON Comments:____________________________________ Utilization of controller with water budgeting feature. and USBR easements or right-of--way without first obtaining an encroachment permit CAD FILE ------------------------------------------------------------ AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA from CVWD. AIe rlaProdlP LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A SHEET NUMBER It is my opinion that the work outlined above has been completed in substantial CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM G II I accordance with Coachella Valley Water District and The City of Palm Desert's INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS DATE WATER MANAGEMENT SUPERVISOR SCALE : 1 = 2� Landscape and Irrigation Guidlines, THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE Its ------------------------------------------------------------------------------ REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD Landscape Architect Signature Date License No, HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR 20, 40, 60I NORTH OF 41 SHE 05/01/2007 Phase 1- Plan Set "B" submittal 04-18-07 IRRIGATION NOTES IRRIGATION MATERIAL LEGEND (HOA) OMSSYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI PATTERN DETAIL ill, 1 ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF 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 SUMMERS/MURPHY PARTNERS. INC THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR City of Palm Desert PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. f PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX 50 (1.0) TRICKLE LANDSCAPE ARCHITECTS PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA DAN7 COAST HIGHWAY SUITE 200 EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE DANA POINT. CALIFORNIA 92629 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE Water Calculation Chart (949) 443-1446 FAX (949) 443-1631 COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE SIDES OF TREE TYPICAL. APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 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 DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY I SC,q,p F 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. ��� N,. Murph 9 Maximum Water Allowance (MWA) NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFRIFRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032)DRIP EMITTER ON TOP B \�C,`\G�G y tio�_'� THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN 4 Input Zone Q TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH C BEFORE BEGINNING WORK. VALVE INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM Signature 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. 7-Renew alal D Square Footage Calculations * Date BE INSTALLED WITHIN PLANTING AREAS. ® P.O.C. 11/2" DOMESTIC WATER METER WITH 2" SERVICE LINE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A 'J'J Date �P 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN Tree & Shrub Square foot 16258 ® C.V.W.D. 2" BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A qT �� THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. Turf Square foot 0 F OF CA ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY Total Square foot Cobble/Boulder 0 [2 RAIN BIRD 150-EFB-CP SERIES BRASS MASTER VALVE- 11/2" - NORMALLY CLOSED. D These drawings and/or the WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED Total Waterfeature Square footage 0 accompanying specifications NECESSARY BY THE OWNER. Total Landscape Square f 1 16258 ® DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF - 1" SIZE. E are the exclusive property of Summers/Murphy & Partners, 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE Zone No. Eta Water Adj. Total Conversion Factors Total MoN WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE F Inc. and their use and publi- RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND Factor Sq. ft. 0.62 748 MWA cation shall be restricted to the INSTALLATION. original site for which they 1 57.01 0.5 0 0.62 748 0 Q RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE G were prepared. Re-use, repro- 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE 2 66.82 0.5 D 0.62 748 0 duction or publication by any TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 3a 75 0.5 0 0.62 748 0 method, in whole or part, is 3b 88 0.5 0 0.62 748 0 RAIN BIRD 100-PEB-PRS-D (1") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN H prohibited except by written 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE 4 93.9 0.5 16258 0.62 748 632.69268 permission from Summers/ LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE SIZE OF WIRE RAIN BIRD XCZ-100-PRF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY I Murphy & Partners, Inc. BUNDLE CARRIED. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. WHERE FEASIBLE SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. © WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL J 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE Estimated Water Use VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS - SIZE AND TYPE NOTED ON DRAWING. CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. Total Number of plants 653 E N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED Number of plants by water use % of Total Landscape Square Footage PACIFIC PLASTICS PVC PIPE 3/4"- 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE K EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER 1 Low 348 0.533 8664.294 GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER 2 Low/Mod 66 0.101 1643.228 - - PACIFIC PLASTICS PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE K SPECIFICATIONS. 3 Mod 158 0.242 3933.789 Z PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED L 4 Mod / Hi 0 0.000 0.000 O PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 0 5 High 0 0.000 0.000 LA 6 Low Trees 24 0.037 597.538 NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL (U.L. APPROVED) K,L,M L 7 Low/Mod Tree 13 0.020 323.666 SPANISH WALK ALEGRIA- MODEL COMPLEX 8 Mod Trees 44 0.067 1095.485 NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS M W H PLANT/ EMITTER SCHEDULE 9 Mod/Hi Tree 0 1 0.000 0.000 Q 10 High Trees 1 0 1 0.000 0.000 1 VALVE NUMBER I EMITTER EMITTER + Total 653 20 20 G.P.M. a a BOTANICAL NAME COMMON NAME UANTITY VOLUME I QQ Q Q 1" 150E ---QTY. OF EMITTERS (IN DRIP ZONES ONLY) LOW WATER USE SHRUBS SHRUBS/VINES VALVE SIZE ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.0 GPH AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH Spray/Bub/Drip 4 0.9 8664 1 Low Shrub HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH Season Zonal Eto Plant Area Conversion Factors Estimated LAVANDULA ANGUSTIFOLIA LAVENDER 2 1.0 GPH Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use COACHELLA VALLEY WATER DISTRICT WATER CONSERVATION CONCEPT STATEMENT eo OENOTHERA CAESPITOSA WHITE-TUFTED EVENING PRIMROSE 2 1.0 GPH Spring 20.69 0.2 8664.294 0.62 748 0.9 33.02 LANDSCAPE IRRIGATION WATER ANALYSIS 0 PENSTEMON SUPERBUS SUPERB PENSTEMON 2 1.0 GPH Summer 57.29 0.2 8664.294 0.62 748 0.9 91.43 d' NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 2 1.0 GPH Fall-Winter 15.97 0.2 8664.294 0.62 748 0.9 25.49 PROJECT: p Project Site: Spanish Walk Alegria, Phase 1 Tract or Parcel Number: 33837 cm S Spanish Walk-Aleg ria TOTAL 149.94 Tract#33837 0 C0 ZINNIA GRANDIFLORA PRAIRIE ZINNIA 2 1.0 GPH Project Location: City of Palm Desert, California ZEPHYRANTHES GRANDIFLORA RAIN LILY 2 1.0 GPH City of Palm Desert, California CM 0)Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Landscape Architect/ Irrigation Designer/Contractor: Sweeney&Associates, Inc. LOW/ MOD WATER USE SHRUBS Spray/Bub/Drip 4 0.9 '' 1643.228 2 Low/Mod Shrub Common Area Landscape Irrigation P]ans-Meter#17 W 71, Season Zonal Eta Plant Area Conversion Factors Estimated Included in this project submittal package are: (Check to indicate completion) � Lo AGAVE GEMINIFLORA TWIN FLOWER AGAVE 2 1.0 GPH Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use Project ETo: 93.90 v LEUCOPHYLLUM CANDIDUM ISAGE 1 2 1 1.0 GPH Spring 20.69 0.35 1643.228 0.62 748 0.9 10.96 (n Summer 57.29 0.35 1643.228 0.62 748 0.9 30.35 M`�Y�'D-� PLIED WATER ALLOWANCE: 1. Maximum Annual Applied Water Allowance: W Conventional Landsca e: 6.32 100 cubic feet/year(GALLONS PER YEAR) p y � Lo MODERATE WATER USE SHRUBS Fall-Winter 15.97 0.35 1643.228 0.62 748 0.9 8.46 + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) W 0 0 TOTAL 49.76 MWA=(ETo)x(0.5)x(Tota1 Sq. Ft.)x(.62)/(748) Maximum Annual Applied Water Allowance: 6.32 100 cubic feet/yearLO CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH W N O CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 2 2.0 GPH 93.9 x 0.6 x 15,922 x 0.62 748 = 744 CCF 2. Estimated Annual Applied Water Use by Hydrozone: Z Q) 2 CISTUS PURPUREUS ROCK ROSE 2 2.0 GPH Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Turfgrass Hydrozones: 0 100 cubic feet/year (� DODONAEAVISCOSA HOPSEED BUSH 2 2.0 GPH Spray/Bub/Drip 4 0.9 3933.789 3 Mod Shrub Recreational Turfgrass Landscape: 0 100 cubic feet/year O d �' LANTANA CAMARA VARS.'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH Very Low Plant Hydrozones: 0 100 cubic feet/year W V Season Zonal Eto Plant Area Conversion Factors Estimated ESTIMATED APPLIED WATER ITSED: Low Plant Hydrozones: 1.60 100 cubic feet/year LIRIOPE MUSCARI TURF LILY 2 2.0 GPH Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use (GALLONS PER YEAR) LL MYRTUS COMMUNIS "COMPACTA' TRUE MYRTLE 2 2.0 GPH Low/Mod Plant Hydrozones: .596 100 cubic feet/year W Spring 20.69 0.5 3933.789 0.62 748 0.9 37.48 Medium Plant Hydrozones: 2.18 100 cubic feet/year W f0 ROSMARINUS OFFICINALIS'TUSCAN BLUE' ROSEMARY 2 W 2.0 GPH ELT=(ETo)x(Plant Factor)x(Hydrozone Sq.Ft.)x(.62L/(7481 V Summer 57.29 0.5 3933.789 0.62 7aa 0.9 103.78 High Plant Hydrozones: 0 100 cubic feet/year O� a COQ SALVIA GREGGII 'SIERRA LINDA" RED SALVIA 2 2.0 GPH Fall-Winter 15.97 0.5 3933.789 0.62 748 0.9 28.93 Water Features: 0 100 cubic feet/year pC CC TOTAL 170.19 Low Water Use Shrub Planting: Other Not Applicable 100 cubic feet/year LU a 0 W Z LOW/ MOD WATER USE VINES 93.9 x 0.2 x 9,120 x 0.62 / 748 = 158 CCF Estimated Annual Total Applied Water Use: 4.37 100 cubic feet/year 3 CC � 2: O BOUGAINVILLEA'SAN DIEGO RED' BOUGAINVILLEA 2 1.0 GPH 0.9 • TREES 3. EATAWU < MAAWA O d r u Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: ModWaterUse Shrub Planting: MODERATE WATER USE VINES Spray/Bub/Drip 4 0.9 597.538 6 Low Tree 93.9 x 0.5 x 4,755 x 0.62 1 748 = 206 CCF 4. Landscape Design Plan 0.9 GELSEMIUM SEMPERVIRENS CAROLIANA JESSAMINE 2 2.0 GPH Season Zonal Eta Plant Area Conversion Factors Estimated 5. Irrigation Design Plan LONICERA JAPONICA'HALLIANA' HALLS HONEYSUCKLE 2 2.0 GPH Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Low Water Use Tree Planting: ROSA BANKSIAE 'ALBA PLENA' LADY BANKS' ROSE 2 2.0 GPH Spring 20.69 0.2 597.5375 0.62 748 0.9 2.28 93.9 x 0.2 x 790 x 0.62 ! 748 = 14 CCF 6. Grading Design Plan Summer 57.29 0.2 597.5375 0.62 748 0.9 6.31 0 9 Fall-Winter 15.97 0.2 597.5375 0.62 748 0.9 1.76 7. Soil Chemical Analysis (optional) TOTAL 1 10.34 Mod WaterUse Tree Planting: Description of Project: (Briefly describe the planning and design actions that are intended 93.9 x 0.5 x 1,257 x 0.62 748 = 54 CCF to achieve consevation and efficiency in water use.): Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: 0.9 Utilization of controller with water budgeting feature. Q CITY OF PALM DESERT Spray/Bub/Drip 4 0.9 323.666 7 Love ! Mod Tree Irrigation zones separated by plant material types. Season Zonal Eta Plant Area Conversion Factors Estimated Z Z Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use MAXLVICTM APPLIED WATER ALLOWANCE: 744 CCF Date: Prepared by: a: 15 i WATER CONSERVATION STATEMENT Spring 20.69 0.35 323.6662 0.62 748 0.9 2.16 (in hundred cubic feet) I 1 a'V Summer 57.29 0.35 323.6662 0.62 748 0.9 5.98 TOTAL ESTIMATED WATERLTSE: 431 CCF LL Fall-Winter 15.97 0.35 323.6662 0.62 748 0.9 1.67 (in hundred cubic feet) W Q W NOTE: CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETo DATA. THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE TOTAL 9.80 J V Q PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. Controller : A IRRIGATION CONTROLLER RUN TIMES Q V THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER Plantllrrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: PLANT TYPE! SPRINKLER TYPE Eto AKc PR RATE IE RUN TIME QUANTITY RUN TIME USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE Spray/Bub/Drip 4 0.9 1oss.4ss s hod Tree Days Per week: s $.ss (HOURS) 1. (HOURS) 0 Season Zonal Eta Plant Area Conversion Factors Estimated Shrub and Ground Covers: W REQUIREMENTS. Z Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Drip 8.66 0.40 0.49 0.90 0.31 3 0.92 (f) Spring 20.69 0.5 1095.485 0.62 748 0.9 10.44 J W Summer 5729 0.5 1095.485 0.62 748 0.9 28.90 Trees: Q IO Q CERTIFICATE OF PROJECT COMPLETION Bubbler Heads 8.66 0.80 3.00 0.90 0 10 5 0.50 Fall-Winter 15.97 0.5 1095.485 0.62 748 0.9 8.06 CYCLES PER DAY: 1 TOTAL NUMBER OF STATIONS: 8 n' W Project NaMe;_________________ Parcel Map or Tract No.:----------------- TOTAL I I47.39 TOTAL RUN TIME IN HOURS FOR DRIP & BUBBLERS ONLY: 1.42 C J It Project Location:_______________ TOTAL RUN TIME IN HOURS: 1.42 = M a Q ----------------------------------- Total Tree And Shrub 437.42 � � LL Z Maximum Water Allowance:___________________________________________ G/TY OF PALM DE5ERT ' ' - 0 (In hundred cubic feet) Estimated Water Use for Spring Months - March, April, May 96.33 Z V 0 2 WATER PRESSURE CALCULATIONS /N5PEGT/ON 5GHEOULE NOTE Estimated Total Annual Water Use: (in hundred cubic feet) WATER METER NUMBER 17 WATER METER SIZE 1.5" ^ < Q 2 L REFER TO THE TITLE SHEET FOR THE CITY OF 0 0.HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVATION (FT) NIA DC 0 ________________________________________________ (in hundred cubic feet) Estimated Water Use for Summer Months -June, July, August 266.74 ELEVATION DIFFERENCE (FT) NIA STATIC PRESSURE (PSI) 90 PALM DESERT'S INSPECTION SCHEDULE. V U Preliminary Project Documentation Submitted: (initials indicates submittal) (in hundred cubic feet) REMOTE CONTROL VALVE # 1 REMOTE CONTROL VALVE SIZE 1" NO TREES SHALL BE PLANTED WITHIN C.V.W.V. R.C.V. DEMAND (GPM) 18 TOTAL DEMAND (GPM) 18 EASEMENT OR RIGHT-OF WAYS. _____1, Grading design plan Estimated Water Use for Fall-Winter Months - Sept., Oct., Nov., Dec., Jan., Feb. 74.36 HIGHEST HEAD SERVED (FT) NIA STATIC PRESSURE AT HIGHEST HEAD N/A 03SA16BB07 SHEET DESCRIPTION 2, Landscape design plan (in hundred cubic feet) SIZE DESCRIPTION FLOW # PSI LOSS Sweeney + associates CONTRACTOR SHALL IDENTIFY AND NOTIFY 2" SERVICE LINE (50 FT OF TYPE K COPPER) 18 1 0.2 PSI IRRIGATION DESIGN AND CONSULTING LANDSCAPE ARCHITECT OF ALL UTILITY 1.5" WATER METER (DISC TYPE) 18 2 0.4 PSI California CONFLICTS PRIOR TO INSTALLATION 3. Irrigation design plan Total Estimated Water Use 437.42 2" BACKFLOW PREVENTER (RIP TYPE) 18 3 15.0 PSI 38730 Sky Canyon Drive,Suite c IRRIGATION (in hundred cubic feet) 2" FILTRATION (WYE FILTER) 18 4 0.1 PSI 951.461.6830 p 951.461.6850 f Mundeta,CA 92563 NOTE: LEGEND 4. Irrigation schedules ANY CHANGES TO THE APPROVED PLAN MUST BE NIA PRESSURE REGULATOR NIA 5 0.0 PSI enivav@eenenassoc.comm SUBMITTED IN WRITING TO THE CITY OF PALM DESERT 2 BFD ASSEMBLY PIPING BRASS WI 4 ELLS 18 6 0.2 PSI Y Post Installation Inspection= (initials Indicate completion) FOR APPROVAL PRIOR TO INSTALLATION DESIGNED 1.5" MASTER CONTROL VALVE 18 7 2.3 PSI Murrieta,California Austin,Texas Ft. Lauderdale,Florida 58tA A. Plants installed as specified 1" FLOW SENSOR 18 8 1.0 PSI 2" ISOLATION VALVES (BALL TYPE) 18 9 0.5 PSI DRAWN SBcA B. Irrigation systems installed as designed 2" 60 FEET OF MAINLINE: CL. 315 PVC 18 10 0.2 PSI These plans have been reviewed b the Coachella Valle Water District in accordance DRIP SYSTEM NOTES: p y y II, N/A FEET OF MAINLINE N/A 11 0.0 PSI P T E CHECKED Comments: 2" 2 DEGREE ELBOWS 18 12 0.1 PSI R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. ----------------------------------------------------- ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE requiring efficient landscape and irrigation design in cooperation with the local DATE 1' REMOTE CONTROL VALVE 18 13 2.7 PSI q g p g g p ______________________________ LEGEND. POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC 10% LATERAL LINE LOSS 18 14 3.0 PSI s r R o governing agency (City or County). "Approval of this drawing by CVWD staff does not 1.17.07 LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN ° 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) 18 15 0.0 IPSI constitute approval to encroach into district and USBR Rights-of--Way. Trees, plants, JOB NO. A co of this certification has been provided to Owner/Develo er and District QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. copy p p N/A ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD) N/A 16 0.0 IPSI walls, and permanent structure of any kind may not be planted or installed in CVWD 124455 Comments:_____________________________________________________ INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 25.7 PSI and USBR easements or right-of-way without first obtaining an encroachment permit CAI FILE MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED PRESSURE REQUIRED AT HEAD 18 30.0 PSI from CVWD. Ale r►aProdlL GRANITE SPECIFIED ON LANDSCAPE PLANS TOTAL PRESSURE REQUIRED (SUM OF #17 AND#18) 19 55.7 PSI SHEET NUMBER MINIMIM REQUIRED STATIC WATER PRESSURE (FROM ABOVE) ; 20 90.0 PSI It is my opinion that the work outlined above has been completed in substantial CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 21 34.3 PSI DATE WATER MANAGEMENT SUPERVISOR accordance with Coachella Valley Y Water District and The City of Palm Desert's BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SET PRV OR MCV AT (#20 PLUS 10 PSI) 22 NIA PSI SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PRESSURE BOOST IF REQUIRED SET TO ACHIEVE 30 PSI RESIDUAL 23 NIA PSI Landscape and Irrigation Guidlines, ( ) � p 9 PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR Landscape Architect Signature Date License No BIDDING OR STARTING WORK. OF 41 SHE 05/01/2007 TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"FS"ONTO LID. EDGE. HEAT BRAND"MW ONTO LID. HUNTER PCB 1/2" THREADED BUBBLER, SEE FLOW SENSOR,SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. TORO FCH-H-FIPT AUTOMATIC FLUSH '� LEGEND FOR SPECIFICATION VALVE 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY & PARTNERS, INC FINISHED GRADE IN SHRUB AREAS �- FINISHED GRADE IN SHRUB AREAS PLASTIC ROUND TAN VALVE BOX, 6" �� FINISHED GRADE LANDSCAPE ARCHITECTS }s - - _ - - SIZE, WITHIN D.G. HEAT BRAND "FV" - - - - - - 34197 COAST HIGHWAY, SUITE 200 JJ� JJ� 4"MIN. - - 4"MIN. - - ONTO LID. DANA POINT CALIFORNIA 92629 I (949) 443-1446 FAX (949) 443.1631 24 WIRE LOOP � XERI-BUG DRIP EMITTER WITH THREADED SOIL 9-ml 1- - - 24"WIRE LOOP ' FINISHED GRADE IN SHRUB AREAS INLET(SEE LEGEND FOR SPECIFICATION) — ID _ PVC MAINLINE PIPE ��� VALVE ID TAGS - - " - PER SPECIFICATION 2 IN. - FINISHED GRADE -10 PIPE DIA ► FL �5 PIPE DIA ► B PVC SCH 40 FEMALE II - - _ 7--- - _ 1=1 I 1=TTT- TI�T TRIPLE SWING JOINT ASSEMBLY �p,ND SCq p ADAPTER,2 REQUIRED JJ1 IT, - �O Murph -1 2 MIN. 2 MIPVC MAINLINE TO FLOW �_ _ _ _ o 0 o - - PVC SCH 80 CLOSE NIPPLE -�SOIL c� o o ti �o o SENSOR, PIPE PER SPECS. -III-III—I =I I I=I I I-I °�' a ° D �9 C o •�� G ° BRICK SUPPORTS =1 I I-III-1 =1 I I-III-I SCH 40 PVC SxSxT TEE FITTING �ftBRICK SUPPORTS PVC LATERAL LINE PIPE FLEXIBLE RISER(RAIN BIRD PFR/FRA) LATERAL x SPRINKLER INLET SIZE Signature DEWITT PRO 5 WEED BARRIER o o TWELVE(12")LENGTH 7-31-08 BRASS NIPPLE TYP. ° o o ° Renewal Date LANDSCAPE FABRIC OR PVC FITTING(SxSxT TEE) LATERAL LINE, SEE SPECIFICATIONS APPROVED EQUAL DEWITT PRO 5 WEED BARRIER o o BRICK SUPPORTS SIZE: LATERAL x LATERAL x1/2" FOR TYPE AND DEPTH REQUIRED 3/4"ROCK,2 CUBIC FT. LANDSCAPE FABRIC OR APPROVED EQUAL 3/4"ROCK, 1 CUBIC FT. T� Date ��P PVC LATERAL LINE TF OF CALIFO� PVC MAINLINE PIPE TO MASTER VALVE 3/4"ROCK,2 CUBIC FT. 12"BELOW FINISHED GRADE (NOT LESS THAN 10 PIPE DIAMETERS) PVC ELL SCH 80 SxT These drawings and/or the PER SPECS.AND PLAN. PVC MAINLINE PIPE FROM NOTE: accompanying specifications NOTE: BACKFLOW PER SPECS. LANDSCAPE FABRIC INSTALL SPRINKLER HEADS 12" FROM FENCES WALLS OR BUILDINGS. are the exclusive property of INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS,WIRE TO NOTE: DO NOT INSTALL SPRINKLER HEAD WITHIN 36" OF PAVING, CURBS OR TURF EDGES. Summers/Murphy & Partners, IRRIGATION CONTROLLER. SECTION VIEW USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF NOT TO SCALE Inc. and their use and publi- THE MASTER VALVE ASSEMBLY. cation shall be restricted to the OF THE FLOW SENSOR. SECTION VIEW SECTION VIEW SECTION VIEW original site for which they NOT TO SCALE NOT TO SCALE SECTION VIEW NOT TO SCALE were prepared. Re-use, repro- NOT TO SCALE duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ E FLOW SENSOR D MASTER CONTROL VALVE C AUTOMATIC FLUSH VALVE B DRIP CONNECTION A BUBBLER ON RISER Murphy & Partners, Inc. TAN PLASTIC ROUND VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN STAINLESS STEEL TAN PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH BOLT DOWN COVER USE STAINLESS BOLT NUT AND WASHER. COVER, USE STAINLESS BOLT, NUT, AND WASHER. FLIP TOP LID SHOWN DUAL HYDRAULIC PISTONS S C TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN IN OPEN POSITION SUPPORT LID OPEN COVER, USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. HEAT BRAND"QCV"ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE CONTROLLER ENCLOSURE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. DIMENSIONS WHEN CLOSED: EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB BALL VALVE, SEE LEGEND FOR SPECIFICATION 38"H x 16"W x 15.5"D CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX CONTROLLER � Z " i STAINLESS STEEL TERMINAL STRIP FOR 3 REMOTE CONTROL VALVE --FINISHED GRADE 3" -�FINISHED GRADE ° 3 -�- FINISHED GRADE IN SHRUB AREAS f- FINISHED GRADE IN SHRUB AREAS O 16 WIDE TOP-ENTRY - - - - - _- -_ - - CONTROLLER ENCLOSURE WIRE CONNECTION -_ - IN SHRUB AREAS _ _ IN SHRUB AREAS =I I II I II I III II II I III —III-III—III-I I I a"MIN. 1=I I=III-III=I I --IIIII—II II lI-II 11I=II II I 4"MIN. SEE LEGEND FOR SPEC. --I IIIIII_=—=I1 II I 4" MIN.3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, PRESSURE PREDRILLED, REMOVABLE 24"WIRE LOOP I QUICK COUPLER VALVEREGULATING WYE BACKBOARD. REMOVABLE FRONT R.C.V. I E I I FILTER, MOD. # PRFPANEL NOT SHOWN -_—I I II__—=IIIIII=_—1I 1I1I=_—II II III NclWy� VALVE ID TAG F- (=III= -III-III INSTALLED AS PART OF �_ GALV. PUNCH LOC(2 REQ.) F -�- PRESSURE SUPPLY LINE Q LATERAL $W -III-I I I I-III- VALVE ASSEMBLY. PVC S x T ELL SCH 80 PVC DEPTH AS PER SPECS. 0 POWER SWITCH REFER TO LEGEND FOR BRASS NIPPLE(LENGTH AS REQ.) 2" MIN AND RECEPTACLE FEMALE ADAP. 2"MIN. CONTROL VALVE $� �o ° BRICK SUPPORTS Q•°� ° PVC MALE ADAPTER MORE INFORMATION o Q a a Q a Q FLOW SCH. 80 PVC � SCH 40 PVC RISER � 9 o 0�� °o �— o Cis � 1 , 1TO DRIP MAINLINE 8 .� BRASS TRIPLE SWING JOINT(SIZE PER QCV) BRICK SUPPORTS BRICK SUPPORTS, USE TWO STREET ELLS ONE NIPPLE 13 MIN. FINISHED— PREFORMED ALUMINIUM PAD SYSTEM 4 REQUIRED LENGTH),AND ONE THREADED ELL FOR ASSEMBLY GRADE - SCH. 80 NIPPLE TYP. BRASS NIPPLE STRONGBOX QUICKPAD -� MAINLINE, SEE SPECS. FILL BASE OF = ; . I_ ENCLOSURE MOUNTING PAD �° °• SCH 80 PVC SLIP TEE #4 x 36"REBAR STAKE DEWITT PRO 5WEED FABRIC OR BARRIER QUICKPAD WITH i= o PEA GRAVEL TO - WITH PREFORMED ALUMINIUM 0o °Q. � °.Q O MAINLINE FITTING TOP OF ASE UNIT I III I STAINL SSTIC STEEL HARDWARE PAD, BASE AND ALL !,, °• o • 8 .�•. 8.a DEWITT PRO 5 WEED BARRIER APPROVED EQUAL LPN 3 I 3/4"CRUSHED GRAVEL LANDSCAPE FABRIC OR 3/4" ROCK, 2 CUBIC FT. TWO CUBIC FEET APPROVED EQUAL COMPACTED NOTE: SITE SOIL BRICK SUPPORTS DEWITT PRO 5 WEED BARRIER DEWITT PRO 5 WEED BARRIER 3/4"ROCK, 1 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE N LANDSCAPE FABRIC OR 1 B 3" PVC CONDUIT/SWEEP FOR APPROVED EQUAL LANDSCAPE FABRIC OR INSTALL VALVE OFF-CENTER IN O X. O M 1 1/4" PVC CONDUIT/ CONTROL WIRES TO VALVES APPROVED EQUAL NOTE: INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE � SWEEP FOR ELECTRIC 3/4" ROCK,2 CUBIC FT. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. cm (� 5/8" DIA. x 8 COPPER INSTALLATION AT MAIN LINE DEPTH. SERVICE GROUND ROD W/#10 GROUND WIRE AND CLAMP SECTION VIEW w SECTION VIEW SECTION VIEW SECTION VIEW SECTION VIEW � LO NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE LO V w wop J CONTROLLER AND ENCLOSURE I DRIP REMOTE CONTROL VALVE H REMOTE CONTROL VALVE G QUICK COUPLER VALVE F BALL VALVE w LID o Cy H Cy O Cl) d �- Hwv � LOW VOLTAGE WIRES, 3 MAXIMUM O w 0 WIRES PASS THROUGH GROOVES IN A A ° d PAVING FINISH GRADE C.) TUBE LID TO ALLOW LID TO CLOSE ° A ° ° =, aad Q CLOSE TUBE LID AFTER WIRE =III-I (=I -I I I=I I I- _ _ LU O IS INSERTED INTO TUBE _ SAND BACKFILL COMPACTED =III=) I=III—I CLEAN COMPACTED BACKFILL z /1r ; Z _ _ TO THE DENSITY OF 3 L� 0 e Q =I I I-I C B _I=_I EXISTING SOIL B III=III- O 0 r (r _wl _ LATERAL LINES =III=I A LATERAL LINES, SEE SPECS. POLY TUBE PRE-FILLED WITH =III—I I_I IN SCH 40 SLEEVE .11 I=I I (- 11 ( III- WATERPROOF GEL - - - - -III- - - - - CONTROL WIRES SEE SPECS. =III=� - CONTROL WIRES ( �- LOCK TABS PREVENT WIRE REMOVAL =III=III= i=I I (=I IN SCH 40 SLEEVE -III=III=III III=I I (- ONCE CONNECTOR IS INSERTED UNDIST-III= III=III-�- IL UNDISTURBED SOIL =I I I=I I I III—III = I-III=� PRESSURE MAINRBED LINE,SEE SCOTCHLOK ELECTRICAL SPRING PRESSURE MAINLINE .III=i I (-III C C C C SPECIFICATIONS CITYOF PALM DESERT CONNECTOR. WIRES SHALL BE -III—I I I—I I D D D IN SCH 40 SLEEVE =III=III- - -III-I PRE-STRIPPED OF 1/2" OF THE -III=III=III=III=I I —I I=III=III=III- INSULATION PRIOR TO INSERTION = _ _ - - - - = PVC SLEEVES TO BE INTO THE CONNECTIOR. TWIST —III—III— — _ — I—III—) =III=III=III=III=III=III=III=III=1 - - - - - - - - TWICE THE DIAMETER CONNECTOR ONTO WIRES TO WATER CONSERVATION STATEMENT = SEAT FIRMLY. OF THE PIPE OR WIRE Q Z co BUNDLE CARRIED. THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE INSERTSCOTCHLOKINCONNECTOR AND WIRES DIMENSION A B c D DIMENSION A B c INSERTED NTO TUBE UNTIL THE DETAIL ALSO FOR PIPE O PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. CONNECTOR PASSES LOCK TABS 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" ♦R U. a THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER V USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE NOTE: 3"TO 6"IN SIZE 24" 4" W .3 IL wWIRE CONNECTOR SHALL BE A 3M DBY-6 DIRECT BURY SPLICE KIT. J REQUIREMENTS. Q KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND U Q A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. 0 CERTIFICATE OF PROJECT C❑MPLETI❑N W Z Project Name:_________________ Parcel Map or Tract No.:_________________ J w Project Location:--------------------------------------------- Q ----- M N S' � X. w Maximum Water Allowance: WIRE CONNECTION ECTION L SLEEVE INSTALLATION K PIPE INSTALLATION �, J IW (In hundred cubic feet) = 00 Q Q Estimated Total Annual Water Use: (n Ct) a Z ________________________________________________ (in hundred cubic feet) Z vow Preliminary Project Documentation Submitted: (initials indicates submittal) 0. 1, Grading design plan ad 0U� F- UU 2. Landscape design plan 3. Irrigation design plan SHEET DESCRIPTION 03SA16BB07 _____4. Irrigation schedules sweeney + associates IRRIGATION DESIGN AND CONSULTING Post installation Inspection: (initials indicate com letion) California IRRIGATION DETAIL P P 38730 Sky Canyon Drive, Suite C A Plants installed as s ecified Murriefa,CA92563 NOTE- A, p 951.461.6830 p-951.461.6850 f ANY CHANGES TO THE APPROVED PLAN MUST BE email@sweeneyassoc.comSUBMITTED IN WRITING TO THE CITY OF PALM DESERT B. Irrigation systems installed as designed www.sweeneyassoc.com Murrieta,California Austin,Texas Ft. Lauderdale,Florida FOR APPROVAL PRIOR TO INSTALLATION DESIGNED SScA Comments=----------------------------------------------------- DRAWN S&A ------------------------------------------------------------ These plans have been reviewed by the Coachella Valley Water District in accordance A copy of this certif ication has been provided to Owner/Developer and District IS, T F R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CHECKED requiring efficient landscape and irrigation design in cooperation with the local DATE Comments:_______________ governing agency (City or County). "Approval of this drawing b CVWD staff does not-------------------------------------- s c g g g y ( ty h') pP g Y 1.17.07 T R 1 ------------------------------------------------------------ G/TY Or PALM DE5ERT constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, JOB NO. 1N51=EG7'/0I`l SCHEDULE NOTE walls, and permanent structure of any kind may not be planted or installed in CVWD 124455 It is my opinion that the work outlined above has been completed in substantial and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE accordance with Coachella Valley Water District and The City of Palm Desert's REFER TO THE TITLE SHEET FOR THE CITY OF from CVWD. Alt naProdlD Landscape and Irrigation Guidlines. PALM DESERT'S INSPECTION SCHEDULE. SHEET NUMBER ------------------------------------------------------------------------------ NO TREES SHALL BE PLANTED WITHIN C.V.A.D. DATE WATER MANAGEMENT SUPERVISOR Landscape Architect Signature Date License No. EASEMENT OR RIGHT-OF AAYS. CONTRACTOR SHALL IDENTIFY AND NOTIFY ID �l LANDSCAPE ARCHITECT OF ALL UTILITY CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR CONFLICTS PRIOR TO INSTALLATION �OF 41 SHEETS 05/01/2007 OMSECTION 02810 B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic 2.10 Irrigation Heads 3.08 Valve Boxes LANDSCAPE IRRIGATION pipe only on a vehicle with a bed long enough to allow the pipe to lay flat to avoid undue bending and concentrated external load. g A. Emitters shall be used as indicated on the drawings. A. Valve boxes shall be installed in shrub areas whenever possible. PART 1 - GENERAL 1.08 Cleanup and Disposal B. Each valve box shall be installed on a foundation of 3/4-inch ravel backfill, 3 cubic feet minimum. Valve boxes shall be installed with 1.01 Summary PART 3 - EXECUTION g A. Dispose of waste, trash, concrete, masonry and debris in accordance with applicable laws and ordinances and as prescribed by their tops 1/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas. A. It is the intent of the specifications and drawings that the finished system is complete in every respect and shall be ready for operation authorities having jurisdiction. Bury no such waste material and debris on the site. Burning of trash and debris will not be permitted. The 3.01 Site Conditions SUMMERS/MURPHY do PARTNERS, INC satisfactory to the Owner. Contractor shall remove and dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to 3.09 Irrigation Heads LANDSCAPE ARCHITECTS do so by the City's authorized representative. A. Inspections: 34197 COAST HIGHWAY, SUITE 200 A. Emitters shall be installed as indicated on the drawings. DANA POINT, CALIFORNIA 92629 B. The work shall include all materials, labor, services, transportation, and equipment necessary to perform the work as indicated on the (949) 443-1446 FAX (949) 443-1631 drawings, in these specifications, and as necessary to complete the contract. B. At the time of completion the entire site will be cleared of tools, equipment, rubbish, concrete, masonry and debris which shall be 1. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. B. Spacing of Emitters shall not exceed maximum indicated on the drawings. disposed of off-site in a legal disposal area. P Y P P Y 1.02 Construction Drawings 1.09 Completion 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. O �p,ND SCgpe A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor referenced standards, and the manufacturer's recommendations. ��c. N,, Murphy qp . . . 3,10 Miscellaneous Equipment G .� shall careful) investigate the structural and finished conditions affecting all of his work and Ian his work accordingly, furnishm such A. At the time of the pre maintenance period inspection, the Landscape Architect, Dwners authorized representative, and governingo S- Y 9 9 P 9 ��, ��a ." �� fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. agencies will inspect the work, and if not accepted, will prepare a list of items to be completed by the Contractor. Punch list to be checked B. Discrepancies: o �� � The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. off b contractor and submitted to Landscape Architect or Owner's Authorized representative prior to an follow-up meeting. This checked A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices. w Q c, 9 Y P 9, Y P P P Y P 9� Q� -i off list to indicate that all punch list items have been completed. At the time of the post-maintenance period or final inspection the work will 1. In the event of discrepancy, immediately notify the Landscape Architect or Owner's authorized representative. Signature B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the be re-inspected and final acceptance will be in writing by the Landscape Architect, Owner's authorized representative, and governing B. Install devices such as rain sensors, master valves, basket strainers and flow sensors as indicated on the drawings and as 7-31-08 specifications. When an item is shown on the plans but not shown on the specifications or vice versa, it shall be deemed to be as shown agencies. 2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved. recommended by the manufacturer. * Renewal fate on both. The Landscape Architect shall have final authority for clarification. 3.11 Flushing the System J'� Date �P B. The Owner's authorized representative shall have final authority on all portions of the work. C. Grades: 9 Y ,97, ��. C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, e OF CALIF C. After the system has been completed, the Contractor shall instruct Owner's authorized representative in the operation and maintenance 1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths A. Prior to installation of irrigation heads, the valves shall be opened and a full head of water used to flush out the lines and risers. grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or Y p p p differences should be brought to the attention of the Landscape Architect as soon as detected. In the event this notification is not of the irrigation system and shall furnish a complete set of operating and maintenance instructions. with respect to finish grade. These drawings and/or the performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. B. Irrigation heads shall be installed after flushing the system has been completed. accompanying specifications D. Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the Owner's satisfaction 2. Final grades shall be accepted by the City of Palm Desert Public Works Inspector and Landscape Architect before work on this section are the exclusive property of 1.03 Quality Assurance by the Contractor without any additional expense to the owner. Repairs shall include the complete restoration of all damage to planting, will be allowed to begin. 3.12 Adjusting the System Summers/Murphy & Partners, paving or other improvements of any kind as a result of the work. Inc. and their use and publi- A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who D. Field Measurements: A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. cation shall be restricted to the original site for which they shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and 1.10 Guarantee 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original design. Contractor shall B. If it is determined by the Landscape Architect, Owner's authorized representative or City of Palm Desert that additional adjustments or were prepared. Re-use, repro- who shall direct all work performed under this section. nozzle changes will be required to provide proper coverage, all necessary changes or adjustments, as approved b the City of Palm duction or ublication b an A. The entire sprinkler system, including all work done under this contract, shall be unconditionally guaranteed against all defects and fault coordinate the installation of all irrigation materials with all other work. 9 q P P P 9 rY 9 J PP Y Y p y y B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract of material and workmanship, including settling of backfilled areas below grade, for period of one 1 year followingthe filing of the Desert shall be made prior to any planting. method, in whole or part, is g P, g g g P ( )Y g 2. All scaled dimensions area approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under prohibited except by written furnish directions covering points not shown in the drawings and specifications. Notice of Completion. PP Y P P g this section. C. The entire system shall be operating properly before any planting operations commence. Permission from Summers/ Murphy & Partners, Inc. C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no and made a art of theses specifications, and their provisions shall be carried out b the Contractor. Anything contained in these additional expense to owner within ten 10 calendar days of receipt of written notice from Owner. When the nature of the repairs as 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the P P P Y Y 9 P ( ) Y P specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these determined by the Owner constitute an emergency (i.e. broken pressure line)the Owner may proceed to make repairs at the Contractors are caused by his operations or neglect. manufacturer. specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary 3.13 Testing and Observation than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. E. Diagrammatic Intent: D. All materials supplied for this project shall be new and free from an defects. All defective materials shall be replaced immediate) at no C. Guarantee shall be submitted on Contractors own letterhead as follows: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by PP P J Y P Y offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with the Landscape Architect, Owner, and governing agencies. additional cost to Owner. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM other work at no additional expense to Owner. B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 � E. The Contractor shall secure the required licenses and permits including payments of charges and fees give required notices to public 9P Y 9 9 q P q P F. Layout: hours in advance, where and when the work is ready for testing. authorities, verify permits secured or arrangements made by others affecting the work of this section. State of California licensed We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and Y contractor is recommended. workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual Z 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of valves and automatic controller. C. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the P PP Y g O the plans, or where the system has been willful) installed as indicated on the drawings when it is obvious) inadequate, without bringing - P Y Y 9 Y q 1.04 Submittals Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additionalN this to the attention of the Landscape Architect. This test shall - cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on p be accepted by the Landscape Architect and accomplished before starting an planting. event of our failure to make such repairs or replacements within the times specified after receipt of written notice from owner, we authorize drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. Y P 9 A. Materials List: p p p P ad the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon D. Final planting inspection will not commence without record drawings as prepared b the Irrigation Contractor. w 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the demand. G. Water Supply: P 9 P 9 P P Y 9 F_ Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. Q PROJECT NAME: Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual 3.14 Maintenance 0 2. The submittals shall include the following information: site conditions shall be made at no additional expense to Owner. PROJECT LOCATION: During the 90 day maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition a H. Electrical Service: providing complete irrigation coverage to all intended plantings. <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 number. CONTRACTOR NAME: 3.15 Completion Cleaning ADDRESS: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions p g b. An index sheet showing the item number(i.e. 1,2,3, etc.); an item description (i.e. sprinkler head); the manufacturer's name(i.e. Hunter shall be made at no additional expense to Owner. Industries); the item model number(i.e. I-40-ADV/36V); and the page(s) in the submittal set that contain the catalog cuts. TELEPHONE: Clean up shall be made as each portion of the work progresses. Refuse and excess dirt shall be removed from the site, all walks and 2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided paving shall be broomed, and any damage sustained on the work of others shall be repaired to original conditions. c. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not SIGNED: by others. submit parts lists, exploded diagrams, price lists or other extra information. 3.02 Trenching END OF SECTION DATE: d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified V options and specified sizes shall be circled on the catalog cuts. A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation N PART 2- MATERIALS shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these e. Submittals for equipment indicated on the legend without manufacturer names, or"as approved", shall contain the manufacturer, Class 2.01 Summary dimensions shall be considered below subgrade. or Schedule, ASTM numbers and/or other certifications as indicated in these specifications. M V Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. N M f. Submittal format requirements: furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from LI.I r the site at no expense to the Owner. C. Provide minimum cover of 18 inches for control wires. � LO i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. = v 2.02 Pipe D. Provide minimum cover of 36 inches on pressure supply lines under vehicular travel ways. ii. Submittal package shall be stapled or bound in such a way as to allow for disassembly for review processing. CITY OF PALM DESERT w E. Provide minimum cover of 12 inches for non-pressure lines. A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. P 1-- M iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. WATER CONSERVATION STATEMENT w 0 O B. Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve shall be CL. 200 solvent weld PVC F. Pipes installed in a common trench shall have a 4-inch minimum space between pipes. 0 3. The Landscape Architect or Owner's authorized representative will allow no substitutions without prior written acceptance by the City of conforming to ASTM D1785. N C Palm Desert. No changes without City approval. 3.03 Backfilling Z � e 2.03 Metal Pipe and Fittings THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE 4. Manufacturer's warranties shall not relieve the Contractor of his Lability under the guarantee. Such warranties shall only supplement the O � d 2 A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 1/2 inch in diameter. PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. � W guarantee. A. Brass pipe shall be 85 percent red brass, ANSI, IPS Standard 125 pounds, Schedule 40 screwed pipe. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER V B. Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full width of the trench and the full length of I V - Q 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format B. Fittings shall be medium brass, screwed 125-pound class. the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE O CC W described above. W density equal to adjacent undisturbed soil and shall conform to adjacent grades. REQUIREMENTS. 0 V C. Copper pipe and fittings shall be Type"K" sweat soldered. = a I Q B. Substitutions: C. Flooding trenches in lieu of tamping is not allowed. LU 1. If the Irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation 2.04 Plastic Pipe and Fittings CERTIFICATE OF PROJECT C❑MPLETI❑N Z od O W Z drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owner's authorized D. Under no circumstances shall truck wheels be used to compact backfill. � ' 0 representative for approval. No changes or substitutions without City approval. A. Pipe shall be marked continuously with manufacturer's name, nominal pipe size, schedule or class, PVC type and grade, National Project Name;_________________ Parcel Map or Tract No.._________________ O Q r cc Sanitation Foundation approval, Commercial Standards designation, and date of extrusion. E. Provide sand backfill a minimum of 4 inches over and under all piping under paved areas. 2. Provide a written statement indicating the reason for making the substitution. Project Locations__________________________________________________ B. All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2672,ASTM D2241 or ASTM 3.04 Piping 3. Provide catalog cut sheets, technical data, and performance information for each substitute item. D1785. Maximum Water Allowance;___________________________________________ A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt (In hundred cubic feet) 4. Provide in writing the difference in installed price if the item is accepted. C. All solvent weld PVC fittings shall be standard weight Schedule 40 (and Schedule 80 where specified on the irrigation detail sheet) and pavement. shall be injection molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the "deep socket" bracketed type. Estimated Total Annual Water Use; 1.05 Existing Conditions Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2464 and B. Cutting or breaking of existing pavement is not permitted. i' ASTM D2466. ______ (in hundred cubic feet) A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for ------------------------------------------ electrical supply, and telephone line connection to the irrigation system. D. All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785. visual inspection and verification. Preliminary Project Documentation Submitted: (initials indicates submittal) B. Irrigation design is based on the available static water pressure shown on the drawings. Contractor shall verify static water on the E. All solvent cementing of plastic pipe and fittings shall be a two-step process, using rimer and solvent cement applied per the D. Remove all dented and damaged pipe sections. Q g g p g Y 9 P P P 9 P P 9 P PP P _____1, Grading design plan _ (o project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect, Owner's authorized representative and manufacturer's recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other trades. < Z Z City of Palm Desert prior to beginning construction. with ASTM D2564 and ASTM D2855. _____2. Landscape design plan it :5 F. Parallel lines shall not be installed directly over each other. cc O C. Prior to cuttinginto the soil the Contractor shall locate all cables conduits sewer septic tanks and other utilities as are common) F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall 3. Irrigation desi n Ian P P 9 P P P ___-- P Y 9 9 P � f� encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between be non-lead base Teflon paste, tape, or equal. G. In solvent welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's W J W such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for _____4. Irrigation schedules Q a relocations. The Contractor will proceed in the same manner if a rock layer or any other such conditions are encountered. 2.05 Valves recommended methods including wiping all excess solvent from each weld. Allow solvent welds at least 15 minutes setup time before J moving or handling and 24 hours curing time before filling. Post installation Inspection: (initials indicate completion) Q V Q D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. A. Ball Valves - 0 Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. H. PVC pipe shall be installed in a manner, which will provide for expansion and contraction as recommended by the pipe manufacturer. _____A. Plants installed as specif led 1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. I. Centerload all plastic pipe prior to pressure testing. -----B, Irrigation systems installed as designed W Z 2. Ball valves shall be constructed of PVC Y and shall be full ported. Ball valves shall have threaded connections. COJ. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste. J W q F. The Contractor shall verify and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. Comments J 3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards. K. For plastic-to-metal connections (for example: Detail "C" - Master Control Valve), work the metal connections first. Use a non-hardening Q 0 Q G. The Contractor shall protect all existing irrigation systems, in areas adjacent to and within the project area of work, from damage due to pipe dope an all threaded plastic to metal connections, except where noted otherwise. All plastic-to-metal connections shall be made with ____________________________________________________________ Imo, e W his operations. C. Automatic Control Valves: plastic female adapters. M J A copy of this certification has been provided to Owner/Developer and District M a Q � e indicated on the see sheet IL-1 T H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour 1. Automatic control valves shall be of the manufacturer, size, and type drawings (see ) 3.05 Controller + M notice, prior to turning off or modifying any existing irrigation system. Comments____________________________________ D Co a Z I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged 2. Automatic control valves shall be electrically operated. � A. The exact location of the controller shall be approved by the Landscape Architect or Owners authorized representative before ,. AIL O � � � O C installation. The electrical service shall be coordinated with this location. ------------------------------------------------------------ e by the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the 2.06 Valve Boxes V existing landscaped areas. All repairs shall be complete to the satisfaction of the Owner's Representative. It is my opinion that the work outlined above has been completed in substantial !^ Q � 2 B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. Q A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. accordance with Coachella Valley Water District and The City of Palm Desert's 0 a. < O 1.06 Inspections C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area. Landscape and Irrigation Guidlines. a- co � U U B. The valve box cover shall be tan color in decomposed granite and secured with a hidden latch mechanism or bolts. A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of 3.06 Control Wiring ------------------------------------------------------------------------------ the work and shall provide safe access for such visits. C. The cover and box shall be capable of sustaining a load of 1,500 pounds. Landscape Architect Signature Date License No. SHEET DESCRIPTION D. Valve box extensions shall be b the same manufacturer as the valve box. A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines 03SA16BB07 B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Y whenever possible. sweeney + associates Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the IRRIGATION DESIGN AND CONSUL Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when the work is ready for testing. E. The plastic irrigation valve box cover shall be an overlapping type. • B. Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle at intervals of 10 feet. Bundle shall be California IRRIGATION Should any work be covered without testing or acceptance, it shall be, if so ordered, uncovered at the Contractor's expense. secured to the mainline with tape at intervals of 20 feet. 38730 Sky Canyon Drive,Suite c 2.07 Automatic Controller Murrieta CA 92563 NOTE: 951.461.6830 951.461.6850 f SPECIFICATIONS C. Inspections will be required for the following at a minimum: C. All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. p ANY CHANGES TO THE APPROVED PLAN MUST BE A. Automatic controller shall be of the manufacturer, size, and type indicated on the approved drawings. email sweene assoc.com YP PP 9 @ y 1. System layout www.sweeneyassoc.com SUBMITTED IN WRITING TO THE CITY OF PALM DESERT B. Controller enclosure shall be of the manufacturer, size, and type indicated on the approved drawings. D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be Murrieta,California Austin,Texas Ft.Lauderdale, Florida FOR APPROVAL PRIOR TO INSTALLATION DESIGNED S&A provided at each remote control valve. 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120% of static water pressure, which ever is greater). Mainline pressure loss during test shall not exceed 2 PSI. 2.08 Electrical E. A continuous run of wire shall be used between a controller and each remote control valve. Under no circumstances shall splices be DRAWN used without prior approval from Owner's authorized representative. These plans have been reviewed b the Coachella Valle Water District in accordance SScA 3. Coverage test of irrigation system. Test shall be performed prior to any planting. A. All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations. P T E p y y CHECKED R with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. 3.07 Valves 4. Final inspection prior to start of maintenance period B. All electrical work shall conform to local codes and ordinances. requiring efficient landscape and irrigation design in cooperation with the local DATE Control Wiring e g A. A Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. / s r R i o governing agency (City or County). "Approval of this drawing by CVWD staff does not 1.17.07 5. Final acceptance 2.09 Low Volta constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, B. Valve shall be installed in shrub areas whenever ossible. G/TY OF 1d�tL.M 17ESE1@T )CrB NO. D. Site observations and testing will not commence without the field record drawings as prepared by the Irrigation Contractor. Record A. Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. P INSPECT/ON SGNEVUL walls, and permanent structure of any kind may not be planted or installed in CVWD 124455 NOTE' and USBR easements or right-of-way without first obtaining an encroachment permit FILE drawings must complete and up to date for each site visit. C. Install all valves as indicated in the detail drawings. g y g p E B. Connections shall be of the manufacturer, size, and type as indicated on the drawings REFER TO THE TITLE SHEET FOR THE CITY OF from CVWD. le riaProdlS E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized D. Valves to be installed in valve boxes shall be installed one valve per box. PALM DE5ERT'5 INSPECTION SCHEDULE. SHEET NUMBER representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to C. Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a Owner. different color for each controller. These colors shall be noted on the"Record Drawings" plans located on controller door). NO TREES SHALL BE PLANTED WITHIN G.V.W.D. DATE WATER MANAGEMENT SUPERVISOR EASEMENT OR RIGHT-OF WAY5. 1.07 Storage and Handling : I S iiiiiiiiiiiii A. Contractor shall use all means necessary to protect irrigation system materials before, during, and after installation and to protect the CONTRACTOR SHALL IDENTIFY AND NOTIFY CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR installation work and materials of all other trades. In the event of damage, immediately make all repairs and replacements necessary to LANDSCAPE ARCHITECT OF ALL UTILITY the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. CONFLICTS PRIOR TO INSTALLATION OF 41 SHEETS 05/01/2007 NOTE : UTILITY SYMBOL LF6BN.0 KEY MAP ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELI VERY. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF so tiTF MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 3&" ® TYPICAL A/C LOCATION ® BUBBLER BOX _ ' Ty RST ��ti A�F SUMMERS/MURPHY dt PARTNERS. INC BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX �k��+k TRANSFORMER (ABOVE GROUND) DRAIN PIPE :,.,� ��y% LANDSCAPE ARCHITECTS CONTRACTOR MAY SUBMIT A "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT rxrY '�Rggy� DANA POINT,34197 COAST "CALIORNIA 2629IGHWAY, SUITE � AND UNDER, ,. PRIMARY PULLBOX (FLUSH) � FLOW LINE t �� �'` ' RESERVES THE RIGHT TO REJECT MATERIAL DELI VERY TO THE SITE NOT PREVIOUSLY APPROVED OR I ' 2 (949) aa3-1aa6 fAx (9a9) aa31631 + r,ra MAILBOX ♦ IIIO PV. LAN REFLECTS RECOMMENDED ' y l ' i 1 �OqO NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. ® I-r Xso ELECTRICAL BOX (FLUSH) ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURIN POLE AND FRAME THE ENTIRE TREE / LIGHT FIXTURE LOCATIONS ONLY. THE c ; ,I, . mscgP / 17"X30" TELEPHONE BOX (FLUSH) OWNER SHALL HAVE THEIR ELECTRICAL „; 6.� � �-P` F SHRUB. SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGHT 4 WIDTH OF TREE f SHRJB. ENGINEER RECOMMEND ACTUAL FIXTURE5. P� ��F.G M, Murphy, qp� n a X�t GAQIL�E N. BQ3C (A7�Q�l�E GROUND) ELECTRIC EN&INEER SHALL BE ,,, C, `I'o y RE5PON51BLE FOR ALL ELECTRICAL ~ � A A AN TACT LONER BRANCHES � Y PLANTS WITH STRONG TRUNKS GOOD BRANCH GONF I GUR T I ON AND L ONL L � a � IRRIGATION CONTROLLER / POWER PED. DESIGN AS NEEDED TO MEET THE CITY OF a A I LL BE ACCEPTED. FIRE HYDRANT PALM DESERT'S LIGHTING ORDINANCE. ao Signature ILL WATER METER ALL LIGHTING SHALL BE APPROVED BY 7-31-08 Renewal Date ALL PLANT MATERIAL SHALL MEET THE AMERI CAN NURSERY STANDARD ANSI SOO AND ARI ZONA YARD DRAIN THE CITY OF PALM DESERT PLANNING DEPARTMENT PRIOR TO INSTALLATION. Date P T NURSERY I SA STANDARDS. ® GRATE / INLET FRANK SINATRA 0FCAUF��� REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY NOT TO SCALE These drawings and/or the OF PALM PROJECT accompanying specifications DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL LOCATION are the exclusive property of PLANT MATERIAL. OR � Summers/Murphy & Partners, Inc. and their use and publi- cation shall be restricted to the original site for which they were prepared. Re-use, repro- ALL TREES TO BE LOW BRANGHINCG SINGLE duction or publication by any method, in whole or part, is TRUNK OR MULTI BRANCHED AS NOTED. ALL TREE AND prohibited except by written TREES TO HAVE LOWER BRANCHES IN-TACT. NO permission from Summers/ ACCENT LIFTING OF GANOPY OR TOPPING OF TREES IS CITY OF Murphy & Partners, Inc. LEGEND PERMITTED WITHIN THE CITY OF PALM DESERT. PHASE I PALM DESERT SYMBOL. DESCRIPTION SIZE CITY. WATER NEED WATER NEED AS(24) ACACIA STENOPH`rLLA 24" BOX LOW BRANCH 10 LOW / MOD 0.5 LOW 0.2 a - SHOESTRING ACACIA ----------------------------------------- AJ(36) ALES 1 Z I A JUL I BR I SS 1 N 56" BOX MULTI BRANCH 3 MOD 0.5 MOD 0.5 Z Q SILK TREE O REFER To REFER To 1 cc(24)TRAIL LANDSCAPE TRAIL LANDSCAPE GALL I STEMON C I TRI NUS 24" BOX LOW BRANCH 12 MOD 0.5 MOD 0.5 N � Q PLANS PREPARED BY SWA PLANS RED BY swA LEMMON BOTTLEBRUSH 24 s 1 " Q � FS 1 cs CITRUS -1�ALENG I A ORANGE 56 8" 0X LOW BRANCH 0 MOD / HIGH 0.5 MOD 0.5 } � x A r DWARF ORANGE FROM COACHELLA VAL EY GROWERS N Q L O LY Q : a Q � ^5 a GHAMAEROPS HUM I L 15 24 SOX MULT 1 8 TRUNK MOD 0.5 MOD 0.5 z a a Q Q Q Q ® MEID. FAN PALM 56 BOX MULTI-TRUNK 5 MOD 0.5 MOD 0.5 4 MQ 3 ® ® '`� GHITALPA TASHKENTENIS 24" SOX LOW BRANCH O MOD 0.5 MOD 0.5 00 M 6 ® ® 1 CHITALPA (24 .... . Ivy ....._ u I I 00 O Fs C I y ? d I I ;I cb I Fs FOUOU I ER I A SPLEN17EN5 15 CANES MIN. 22 LOW 0.2 LOW 0.2 �� 1F°s �00? H I (1 ) OCOTILLO 5'-0" HIGH MIN. O t0 V.; u(36) LAGERSTROEM I A I ND I GA 5&I I BOX LOW BRANCH I LOA / MOD 0.5 MOD 0.5 N MQ T3 GRAPE MYRTLE O CO) IF N M 1 I 7 u l MQ (36) MELALEUCA aU I NOUENERV I A 3&" BOX LOW BRANCH 12 MOD 0.5 MOD 0.5 1 M a Nii i�;l I� I JEPUT TREE " CA W r III ,^ F Fs N I I I N I I I I i of (36) OLEA EUROPAEA 3&" BOX LOW BRANCH O MOD 0.5 MOD 05 �'5^ ( a I �II II� N WII I1� N �iII a vJ A I Q OLIVE S24 CLo � Q � I p BLUE P ALO VERD E W to PF(36) PARKINSONIA FLORIDA 36" SOX LOW BRANCH 2 LOW 0.2 LOW 0.2 W O O ( - � � II I _ I I pI � "a24) - i i ' N ?: Po(12 ) PHOENIX DACTYL I FERA 12' S.T. (BARE ROOT) O MOD 0.5 MOD 0.5 d I II a II it I � Q 5 f+f III IIII n rn I II II- DATE PALM ! II II III I III W �J I I III I I II ri- ll MLd Q { ) b I ( � i . . O W 0 U yI TEXAS HONE ESOUITE I W Z2 V (36) 0.5 ZSQ OUERCUS VIRGINIANA 5&I ® ® ® SOUTHERN LIVE OAK 00® I ® I I I I II ® ® R I WASH I NGTON I A ROBUSTA- HYSR I D I O S.T. (SAKE ROOT) 00 HIGH 0.8 MOD 0.5 t- H 2 a � r- I MEX I GAN FAN PALM z <, FS � Q (36 ..s Y" C I TY OF G.V.W.D. � 1 VINES ALL VINES TO BE STAKED PHASE I A W.U. ° P LM DESERT -- -- As(24 1 :".; .. /"lr3 . • ! _ b L A 6 -- _ - SYMBOL DESCRIPTION 51 ZE OT)O'. WATER NEED WATER NEED • Q -- A 'SAN D I EGO RED' -_----- Cl LOW MOD 0.5 MOD 0.5 Q N H(36) ems- ❑ Q - �- BD A I N Y I LLEA 1 O O.G. _ Q� a FORMER oco ° a H a a RMPR M, 3 OUG Z Z I g , F° 2� MOD 0.5 MOD 0.5 _ © GELSEM I UM SEMPERV I BENS 5 GAL. 7 _ IO O.G. X1,7:.................. . � : : : ..... `y ' ' CAROL 1 NA JESSAMINE � �* \' PASEO BRAVE LON I CERA JAPONICA 'HALL I ANA' GAL. 0 MOD 0.5 MOD 0.5 W w / - - - - ^ - - - - _ HALLS HONEYSUCKLE J Q a .. -_ 5 GAL. 20 MOD 0.5 MOD 0.5 Q U " 4 ROSA BANKS I AE 'ALBA PLENA' U MATGHLINE �T �'r !^ TP t -4 v/ LADY BANKS ROSE IO O.G. � �: coZ r . �6 a __ ---------------------- NOTE: a o ' I NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASEMENT OR RIGHT-OF WAYS. Q W MB-70 M J 1= NOTE: _ °° a a 110 i 0P CONTRACTOR SHALL IDENTIFY AND NOTIFY LANDSCAPE ARCHITECT OF ALL UTI L 1 TY M a' p. CONFLICTS PRIOR TO INSTALLATION O Z O e �\\ PC:, / \ W ' 0 FF p � Q O e plans a rev y the Coachella y Water District i accordance V . . . a- cn � v These have been sewed b e C Valle Dls n � - P T E withR Water Code Title 7 Division s Chapter 3Article 10.8 Section 65597 et seq. requiring efficient landscape and irrigation design in cooperation with the local SHEET DESCRIPTION o , s r R G governing agency (City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, TREE & VINE walls, and permanent structure of any kind may not be planted or installed in CVWD PLANTING PLAN and USBR easements or right-of-way without first obtaining an encroachment permit ROUN1� COVER SOIL. A1�EN171�ENT NOTE from cvwD. DESIGNED AT THE CONCLU51 ON OF ROUGH GRADING, AN A&RONOM I C SOILS ANALY515 SHALL BE S MP SYMBOL DESCRIPTION PREPARED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR DATE WATER MANAGEMENT SUPERVISOR DRAWN REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE SOIL JL AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE SOIL TESTING LAB/ FAG I L 1 TY. 2 " THICK LAYER (AFTER COMPACTION) DECOMPOSED CHECKED A NO SYMBOL GRANITE. ALL SHRUB BEDS. "NEW CALIFORNIA CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR DATE 2.9.07 GOLD" , 5/5" MINUS WITH I I% FINES. AVAILABLE BY JOB NO. KRG ROCK. (116 0) -144-I OS6, W W W.krcrock.com NOTE ALEGRIA COMMON ALL INSTALLATION AND MAINTENANCE SHALL MEET OR EXCEED CAD FILE THE CITY D W O� PALM ESERT'S "LOW ATER ORD I NANGE" AND G/TY Off' �'�41LM DBSB�?T INSPECT/ON 3GHE.PUL5 NOTE SHEET NUMBER FOLLOW THE MAINTENANCE SCHEDULE $ GUI DEL I NES REFER TO THE TITLE SHEET FOR THE CITY OF SCALE ( - 20 ESTABL I SHEID IN THE G 1 TY OF PALM IDESERT'S "DESERT FLORA" PALM DESERTS INSPECTION SCHEDULE. TP �l MAINTENANCE GUIDE, CURRENT ED 1 T I ON. O' 20' 40' 60' NORTH OF 41 SHEETS 05/01/2007 Phase 1- Plan Set "B" submittal 04-1 8-07 NOTE UT/L/7Y SYMBOL LB65ND KEY MAP ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO DELIVERY'. CONTRACTOR SHALL PRO\/I DE LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS OF ;f , s00 y,SST MATERIAL RECOMMENDED TO BE PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36" ® TYPICAL A/G LOCATION ® BUBBLER Box 1 a X FR qT ti F SUMMERS/MURPHY & PARTNERS, INC BOX, CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / SHRUBS 24" BOX ;��,�k TRANSFORMER (ABOVE &ROUND) DRAIN PIPE �'r IC'All, h% LANDSCAPE ARCHITECTS "REPRESENTATIVE" KI Y i AlC, l2 34197 COAST HIGHWAY, SUITE 200 AND UNDER, CONTRACTOR MAY SUBMIT A REPRESENTATIVE PHOTOGRAPH. LANDSCAPE ARCHITECT ,•,,,.,.�,� PRIMARY PULLBOX (FLUSH) FLOW LINE I t ��.#- DANA POINT, CALIFORNIA 92629 /� 7O (949) 443-1446 FAX (949) 443-1631 RESERVES THE RIGHT TO REJECT MATERIAL DELI VERY TO THE SITE NOT PRE\/I OUSL1' APPROVED, OR 11,2d MAILBOX + I I IOV. BOLLARD LIGHT "o- NOT REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. I'1X30 ELEGTRIGAL BOX (FLUSH) THIS PLAN REFLECTS RECOMMENDED LIGHT FIXTURE LOCATIONS ONLY. THE SCq o ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEA5UR1 N POLE, AND FRAME THE ENTIRE TREE / IT'X50" TELEPHONE BOX (FLUSH) OW �� OWNER SHALL HAVE THEIR ELECTRICAL _ F „ „ ENGINEER RECOMMEND ACTUAL FIXTURES. Murphy q,Q SHRUB, SPECIFICATIONS SHALL ADDRESS CALIPER, HEIGHT 4 V� 0TH OF TREE / SHRUB, 0 cl Xcl GABLE TV. BOX (ABOVE &ROUND) EN&IN ER E4164 RECOMMEND SHALL 8E �(I � ►� _ w � �G o ONLY PLANTS WITH STRONG TRUNKS, GOOD BRANCH CONF I OURATI ON AND INTACT LOWER BRANCHES IRRIGATION CONTROLLER / POWER FED. RESPONSIBLE FOR ALL ELECTRICAL o �� A DESIGN AS NEEDED TO MEET THE CITY OF W 2 c WILL BE ACCEPTED. FIRE HYDRANT PALM DE5ERT'5 LIGHTING ORDINANCE. o Signature ILL WATER METER ALL LIGHTING R SHALL BE APPROVED BY 7-31-08 ALL PLANT MATERIAL SHALL MEET THE AMERICAN NURSERY STANDARD AN51 300 AND ARIZONA YARD DRAIN THE CITY OF PALM DESERT PLANNING * enewal Date DEPARTMENT PRIOR TO INSTALLATION. NURSERY I SA STANDARDS. ® GRATE / INLET FRANK SINATRA TFCF CAI-�F�� NOT TO SCALE PROJECT These drawings and/or the REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS; THE CITY OF PALM LOCATION accompanying specifications DESERT LANDSCAPE INSPECTOR AND MANAGER RESERVES THE RIGHT TO REJECT ANY AND ALL are the exclusive property of �0 Summers/Murphy & Partners, R PLANT MATERIAL. Inc. and their use and publi- cation shall be restricted to the C original site for which they i I TY OF C•�• •�• were prepared. Re-use, repro- SHRUBS / GROIJNDCO Y ER >LE(3ENE,-) PHASE I PALM DESERT ��.U.�i.O.l•.�J.�- RE&ION-6 duction or publication by any method, in whole or part, is SYMBOL. DESCRIPTION SIZE OTY. AATER NEED SPAC I N6 WATER NEED ppermis except by writt en rmission from Summers Murphy & Partners, Inc. ® ACALYPHA MONOSTACHI'A 5 &AL. 46 LOW 0.2 3' O.G. NOT L 15TED RASPBERRI' FUZZ I ES O AGAVE AMERICANA 5 GAL. I-7 LOW 0.2 (010.0. LOW 0.2 CENTURY PLANT 11 A&AVE &EMINIFLORA 5 GAL. 26 LOW / MOD 0.5 41 O.G. LOW 0.2 TWIN FLOWER AGAVE 11 A6AVE DESMETTI ANA 5 GAL. 0 LOW / MOD 0.5 4 O.G. LOW 0.2 Z 11 AGAVE O REFER To REFER TO 11 ® ALOE 5ARBA01EN515 5 GAL. O LOW 0.2 41 O.G. LOW 0.2 TRAIL LANDSCAPE TRAIL LANDSCAPE 11 ALOE VERA PLANS PREPARED BY SWA PLANS,PRI=P,QiRED BY SWA Xa U0 Z ° , W BLUE ELF ALOE Z Q u t!' BOUGAINVILLEA "RASPBERRY I CE 5 GAL. O MOD 0.5 MOD 0.5 : !.-. ... : ------ ---- o ---- ------ - - 00 - - 3i - � BOUGAINVILLEA QQQQQQ O :y17 Q, , , ® ® ® ° Z ; � 1 ------ --- L157EMON VIMINALI5 'LITTLE JOHN' 5 GAL. 2cl MOD 0.5 6' O.G. MOD 0.5 - - GAL ® I Z _ 1 -- DWARF WEEP I N6 BOTTLE BRUSH 0 1 CAESALP I N I A PULCHERR I MA 5 GAL. 6 MOD 0.5 510.0. MOD 0.5 RED B 1 RlD OF PARADISE � III � � I �__ I �, ; O 015TUS PURPUREUS 5 GAL. 25 MOD 0.5 510.0. LOW 0.2 . i I :Y <o - ' CV : : ; ,. ..: E r�- � � ORCHID ROGKROS I _ i O M ASYL RON HE A- ifELERI 5 GAL. 13 LOW 0.2 5' O.G. LOW 0.2 ° 0: u, .r. ,...I o h DESERT SPOON N M o I;Ii I19 M ,i irl «+ I W ^ rA X a I;II iIh Ii DOIDONAEA V I SGOSA 5 GAL. 5 MOD 0.5 8 O.G. MOD 0.5 H \r N I;i i I i i l N I i i ® i HOP5EED BUSH 0) w W ECHINOCATU5 &RU50N11 5 GAL. 0 LOW 0.2 3' O.G. LOW 0.2 F- O CC GOLDEN BARREL CACTUS W O I � I O N k t.f__ - lu ': N i I HESPERALOE PARVIFLORA 5 GAL. 20 LOW 0.2 41 O.G. LOW 0.2 O I I !! O u'I I I I II I N h l RED YUGGA Z F- 111 ' L � "' Nii I iid ► •O I ii ii I I 'ii O co - I;I I l i p i o I I I i► X _ I LARREA TRI DENTATA 5 GAL. O LOA 0.2 81 O.G. LOW 0.2 I n 11 i i GREA50TE W LL I I I I r LANTANA MONTEVIDENSI5 5 GAL. O MOD 0.5 8' O.G. MOD 0.5 O W I � H PURPLE TRAILIN& LANTANA CO , N . Q c 1 `n `' ° z ,I LANTANA CAMARA VARS. 'NEW &OLD' 5 GAL. 8 MOD 0.5 6' a.IC. MOD 0.5 W O W Z + . _. .;. 'I ' ® I. NEA &OLD LANTANA 0000 Z 11 I I iI � O pi r (� O r � , 17 Iz I I Q° � � '" � � LAVENDER ULA AN&USTIFOLIA I GAL. �I LOA 0.2 2 O.G. MOD 0.5 . D Ni II Il 1' I ' ' .I �• `; 1 LEUCOPH`rLLUM OANDIDUM 5 GAL. 40 LON / MOD 0.5 510.0. LOA 0.2 I o Q � 1 & 1 PHYLLUM FRUTESCENS 5 &A ,Z � L O LOA MOD 05 510.0. - LOW 0.2 TEXAS RAN&ER f f LIRIOPE MUSCARI I GAL. 8 MOD 0.5 1 6 O.G. MOD 0.5 - o` � � TURF LILY � II I 1 Q Z Z x FR o UN I S COMPAGTA 5 GAL. 30 MOD 0.5 4 O.G. MOD 0.5 - ,�- 0° O a- . � ,_ x. .. ,._ ,c - - 'j� �-_- , TRUE M)"RTLE x f B R AXD1 OENOTHERA CAESPITOSA I GAL. 52 LOA 0.2 2 O.G. LOW 0.2LL �- - - - - PA S.E O- - - ,. 1 M WHI TE-TUFTED EVENING PR(MRO W M W A 5E lU 1L -.-: TCH.1. LI/ - �. NE - ` - - - - - - - - - - - - - - - - _-y- - .. _ _ �TTP-� J va Gb - - � � -= an so I PENSTEMON 5 I GAL 18 LOA 0.2 3 0 G LOA 0.2 u G / ' MATG•LI� - --4 „ x SUPERB PENS TEMO NSE T ` AL. 2-7 MOD 0.5 6 O.G. MOD 0.5ROSMARINUSOFFICINAL15 TUSCAN BLUE 5 G r V t W Z x G G x x o a ROSEMARY ' = RUSSELIA IF MI J OR S I GAL O MOD 0.5 8 0.0. NOT LISTED --- ------- --- CORAL FOUNTAIN � � a G [� Ch W o O5ALV I A CLEVELAND I I 5 GAL. 0 LOW 0.2 8 O.G. LOA 0.2 00 'Q Q G EVELAND 5A6E cM � � L = �,F,yo 000 f CO � Z SALVIA GRE661 I SIERRA L I NDA 5 GAL. _T MOD 0.5 6 O.G. MOD 0.5 O O Z �!� � ti4i RED SALVIA a a NASSELLA 7ENUI551MA I GAL. 5-T LOW 0.2 2' O.G. MOD 0.5 O 0. O O O L1J MEX I GAN FEATHER GRASS °C CO F- 0 0 O -'rU00A ELATA 5 GAL O LOW 0.2 6 0 G LOW 0.2 •, SOAP-TREE YUGGA ,•�, SHEET DESCRIPTION O YUGGA BAGGATA 5 GAL. O LOA 0.2 6' O.G. LOW 0.2 \ BANANA YUGGA SHRUB PLANTING ZINNIA &RAND I FLORA I GAL. 54 LON 0.2 I ' O.G. LON 0.2 PLAN PRAIRIE ZINNIA J10 :accti_ ZEPH`I'RANTHE5 6RANDIFLORA I &AL. 16 LOA 0.2 110.0. MOD 0.5 O RAIN LILY DESICNED SMP NOTE: NOTE: DRAWN AALL INSTALLATION AND MAINTENANCE C D E SHALL MEET OR EXEE THE NO TREES SHALL BE PLANTED WITHIN G.V.W.D. EASEMENT OR RIGHT-OF WAY5. T These plans have been reviewed by the Coachella Valley Water District in accordance G/7Y O� f'�tLM DBSFRT CHECKED AC 1 T1' OF PALM DESERTS "LOA WATER ORDINANCE AND FOLLOW THE NOTE: P F with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. INSPECT/ON SCHEDULE N07E CONTRACTOR SHALL IDENTIFY AND NOTIFY LANDSCAPE ARCHITECT OF ALL UTILITY requiring efficient landscape and irrigation design in cooperation with the local REFER TO THE TITLE SHEET FOR THE CITY OF DATE MA I NTENANGE ISGHEDULE � 6U I DEL_I NES ESTABLISHED I N THE CITY OF 2.9.0� CONFLICTS PRIOR TO INSTALLATION ° s T R c governing agency (City or County). "Approval of this drawing by CVWD staff does not PALM DESERT'S INSPECTION 5CHEDULE. JOB NO. PALM DESERTS DESERT FLORA MAINTENANCE 6U I DE, CURRENT constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, ALEGRIA COMMON walls and permanent structure of any kind may not be planted or installed in CVWD EDITION' and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE SO � � AMENE�)MENT NOTE DATE from CVWD. WATER MANAGEMENT SUPERVISOR SCALE : 1 II - 20 I SHEET NUMBER AT THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALY515 SHALL BE PREPARED BY THE CONTRACTOR AND FURNISHED TO THE G I TY OF PALM DESERT FOR THEIR S P �i REVIEW AND APPROVAL. THE I N5TALL I NG CONTRACTOR SHALL INSTALL ONLY THOSE 501 L AMENDMENTS AND FERTILIZERS AS RECOMMENDED BY THE 501L TE5TIN6 LAB/ FACILITY. CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR 1 NORTH 01 20 40 60 OF 41 SHEETS 05/01/2007 Phase 1- Plan Set "B" submittal 04-18-07 i 8 I PREVAILING I. 'CINCH-TIE' BY V.I.T. CO. 2 (6IQ) 673-1760 Stakes to be 2. LODGEPOLE PINE STAKE 2 �E outside of rootboll x 12' LONG FOR - ALL TREES. OUT OFF TOP OF 5 J 7 EXCESS STAKE TO MINIMIZE SUMMERS/MURPHY & PARTNERS, INC (� LANDSCAPE ARCHITECTS 3 DAMAGE TO TREE. 34197 COAST HIGHWAY, SUITE 200 3. 2" COMPACTED LAYER DANA POINT, CALIFORNIA 92629 (949) 443-14" FAX (949) 443-1631 DECOMPOSED GRANITE. 1 - , _ REFER TO TREE PLANTING - i / PLAN FOR SPECIFICATION. 0 4 N SC - 4 P A TOP OF ROOT GROWN TO �F.� Murphy FqQ 5 1 BE AT FINAL GRADE. ,� 2 KEEP D.G. AWAY FROM LOUQ° o� 5 = _ �� GROWN OF PLANT Signature 6 3 4. FINAL GRADE Renewal Date -1 I 1=1 � _� =1 III- 6 4 5. 1005yo SITE NATIVE BAGKFILL t Date F o� 5 X DIAMETER *REQUIRED BY G.V.W.D.* -III 7 6. PLANT PIT EXCAVATION qT �F CALIF OF ROOT BALL 5 �. ROOTBALL 9 / 3 X DIAMETER REQUIRED BY G.V.W.D. These cinyin sand or the OF ROOT BALL accompanying specifications I. TREE OR SHRUB - REFER TO PLAN FOR TYPE t LOCATION 6 8. UNDISTURBED NATIVE are the exclusive property of 2. 2" LAYER AFTER COMPACTION OF DECOMPOSED GRANITE- I. 5HRUB- REFER TO PLAN FOR TYPE 4 LOCATION 5UBGRAIDE. 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- - 1 , NOTE: cation shall be restricted to the XREFER TO SHRUB PLANTING PLAN FOR SPECIFICATION. _ 7 MIN. TWO TIES (TOP $ BOTTOM) original site for which they KEEP D.G. AWAY FROM - - were prepared. Re-use, repro- TOP OF ROOT GROWN TO BE AT F I NAL GRADE. - - GROWN OF PLANT - REQUIRED. ducti on or publication by any 5. FINAL GRADE 5. FINAL GRADE WRAP STAKE TO FORM method, in whole or part, is KEEP D.G. AWAY FROM prohibited except by written 4. 100% SITE NATIVE BAGKFILL 4. (00% 51TE NATIVE BAGKFILL GROWN OF PLANT - FIGURE EIGHT. NAIL W/ (I) permission from Summers/ 5. PLANT PIT EXCAVATION 1 I _ GALV. NAIL THROUGH EACH Murphy & Partners, Inc. 8 3 TIMES THE 51ZE OF THE ROOT BALL 5. PLANT PIT EXCAVATION- 3 TIMES _III- TIE INTO POLE. 6. ROOTBALL THE 51ZE OF THE ROOTBALL 1. UND I5TURSED NATIVE 5U56RADE 6. ROOTBALL ' 1 5. EXISTING SLOPE 7. UNDISTURBED NATIVE 5UBGRADE 3 X DIAMETER REQUIRED BY C.V.W.D. OF ROOT BALL ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE CITY OF PALM DE5ERT'S CURRENT INSTALLATION CITY OF PALM 1DE5ERT'5 CURRENT INSTALLATION CITY OF PALM DE5ERT'5 CURRENT INSTALLATION AND MAINTENANCE GUI DEL I NES. AND MAINTENANCE GUI DEL I NE5. AND MAINTENANCE GUI DELI NE5. Revised March I, 2001 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments Revised March I, 2007 per City of Palm Desert's Comments Z O FLAN71 NC:;7 ON OFE 5 SHRU5 FLAN71 NO I 7REE 57A< I NO ANED FLAN71NON OC W NOTES: <<ALL PALM TREES ARE TO BE <1<�<J<j ROW 5 O 00 0 O "BARE ROOT" AND MEET _ 2 THE MINIMUM BROWN TRUNK SPECIFICATION AS INDICATED ON PLAN. ROW 2 O O 3 t0 dJ v I. 2" LAYER OF COMPACTED 4) Q DECOMPOSED GRAN I TE- REFER N ROW 1 O O Iv N TO TREE PLAN FOR SPECIFICATION O N 4 O KEEP D.G. AWAY FROM L GROWN OF PLANT N M I i 2. TOP OF ROOTBALL TO BE t j 5 2 AT SAME ELEVATION AS = v . 1/4" XI 1/2" STAINLESS STEEL EYE SCREW IN z DUG FROM FIELD. CO) MASONRY LEAD ANCHOR SHIELDS W rz (Y 3. LU 2. 12 GA. GALVAN I ZED WIRE. SECURE VINE lu ROOT BALL W W) 0 TO WIRE WITH I/2 GREEN NURSERY IL TAPE. O to 4 it N TAPE SHALL BE TIED IN A MANNER THAT 11Y 4. FINAL GRADE Z 15 JUST TIGHT ENOUGH TO HOLD VINE AND DOES NOT CONSTRICT GROWTH. O co5. AREA NATIVE SAND BAGKFILL d 3. FUTURE EYE SCREWS PIT TO BE 3 TIMES ~ V U Q 5 THE 51 ZE OF THE ROOT BALL W - L - 0 F- 4. A A V T A - OW NGLE BACK TRUNK OF VINE O W LL _ AND REMOVE STAKE, SECURE TO WIRE _ _ - 6. UND 15TURBED NATIVE 5UBGRADE = FL CO Q 5. MASONRY WALL 1 Z CC 0 W Z 11 1; 6 S 00 >_ O NOTE: I O ® r U FOR 5 GALLON V I NE, I N5TALL ROW5 I AND 2. 11 FOR 15 GALLON VINE, INSTALL ROWS 1, 2, AND 3. 5 X DIAMETER REQUIRED BY C.V.W.D. THIS DETAIL PERTAINS TO ALL FENCE/MA5ONRY WALLS. OF ROOT BALL AT BUILDING WALL5; REFER TO SEPARATE VINE TRELL 1 S DETAIL ON TH 15 SHEET. ALL PLANT INSTALLATION SHALL MEET THE C 1 TY OF PALM DE5ERT'5 CURRENT INSTALLATION ***ALL VINES TO BE STAKED"* AND MAINTENANCE GUI DELI NES. City of Palm Desert Approved Detail February 2007 Revised March I, 2007 per City of Palm Desert's Comments Q _ Z Z 4 VINE A77A�Ht, :2 FALM FLAN71 NO o :5 LLa LU 6-0" MAX. 6'-0" MAX. Q Q. J (CAN BE I PANEL) w Co CO) :5 2 J W Q � Q MAW s = OD Ma 4 � � � Z Z VOA 6 O Q a Q oC _ O _ - CO I'_ 1111 1 I-1 I -111=1 1 11I 11 I I-1 I I-1 I I I 1=1 -1 I-1 I I-1 11=1 1 11 I1 I I ° 1 I ° 1 11 1- -III a 1I1=1I1=1II-II1=1I1EE1I1=1I1= III=1I1=1I1=111-1I1=1II-III- I - -III I I ° =1 I =1 I1 I I1 I1 I I1 I I1 I °°I I °I I11 I1 I1 11 111 11111 1 =1 SHEET DESCRIPTION I� ° I I I=1 11=1 11=1 11=1 11=1 11=1 I I- U ° I I I=1 11=1 11=1 I I-I 11=1 11=1 11= � I II- 8 ° I I=1 IIII-I 1 11 IIIIIII-II I °°n a I-1I 11 11 1 11 1 11 1 11 I I ` e ,I I PLANTING ° III III III III III 1 I -III- 'E I I III I l i I I I=1 I III II I _ DETAILS 111 lllfffl 11-111-111 111111frf111fff111f( f1111f (111f1111111111111111111f1111 ( f111( f1111( f11111f11111 ( f1111ff11 12" PIA. SECTION/ELEVATION VIEW DESIGNED SMP SCALE: 1/2" = 1 '-0" I These plans have been reviewed by the Coachella Valley Water District in accordance DRAWN T F with Water Code Title 7, Division 1, Chapter 3, Article l 0.8, Section 65597 et seq. SMP 1_�C7�ND requiring efficient landscape and irrigation design incooperation wi h the local CHECKED SMP 1. BALL FINIAL 4. 5/4" DIA. X 3" L 2 N ° S r R , o governing agency (City or County). "Approval of this drawing by CVWD staff does not DATE DOWEL constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, 1.17.07 2. 4x4 POSTS - PVC/VINYL 5 - - - - walls, and permanent structure of any kind may not be planted or installed in CVWD JOB NO. OR TUBULAR STEEL, SET 5. DRILL 1/2" DIA. and USBR easements or right-of-way without first obtaining an encroachment permit 124455 IN CONCRETE FOOTING HOLE THROUGH POST 3 from CVWD. CAD FILE egnaPlntngDetails 3. HEAVY 12 GAUGE W 1 RE - 6. FIN 15H GRADE 4 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER WRAP AROUND 4 SECURE TO DOWEL. PULL WIRE 7. CONCRETE FOOTING TAUGHT THROUGH DRILLED DETAIL CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR HOLE 5. COMPACTED 5UBGRADE SCALE: 2" - 1 '-0" PD �l V INE TRELL15 @ 5UILDIN(37 OF 41 SHEETS 05/01/2007 i I I. GENERAL / GRADING 4 DRAINAGE 4. Compaction - Compaction by tamping shall not be done in layers exceeding A. Contractual Relationship eight inches in loose depth with each layer thoroughly compacted between. 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 or in connection with, contractors, employees, or it's agent's negligence, omissions, pro er flow and water tightness. The owner's site construction manager shall I. GENERAL SITE PLANNING AT THE CONCLUSION OF ROUGH 6RADIN6, AN AGRONOMIC SOILS ANALY515 SHALL BE I. After all installation operations have been completed, remove all errors. ver fy installation And obtain civil engineer certification. SUMMERS/MURPHY dt 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 doily. LANDSCAPE ARCHITECTS 2. The piping Systems shall be flushed and cleaned prior to connecting t0 AND APPROVAL. THE INSTALLING CONTRACTOR SHALL INSTALL ONLY THOSE 501L All scars, ruts Or other marks in the area caused b this work Shall be 34197 COAST HIGHWAY, SUITE 200 B. Errors or Conf I acts p p g y p g AMENDMENTS AND FERTILIZERS A5 APPROVED BY THE CITY OF PALM DESERT LAND50APE y DANA POINT, CAUFORNIA 92629 existing drain line, catch basin or storm drains stems. 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 t0 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. �,NosegP G. Additions, Deviations and Alterations ���,� M. Murphy No deviations or alterations from the plans and specifications will be permitted ,� �,� a� I. Remove all existing weeds from site. o B Maintenance unless authorized b the Owner or the Landscape Architect. Should deviation g w � y p ira from plans and notes become necessary due to conflicting site conditions, Owner, Signature Landscape Architect and City of Palm Desert shall approve in advance any such I. The Contractor shall maintain during installation a sufficient number of 7-31-08 2. Install irrigation. workers and ade uate a uI ment to perform the work herein specified. * Renewal Date— authorization from the Owner. all maintenance work shall meet or exceed the the City of Palm Desert's 4LP Date Low water ordinance"; and follow the maintenance schedule 4 guidelines FOFCAL\V D. Interpretation 5. A State of California Licensed pest control applicator shall apply established in the City of Palm Desert's "Desert Flora" p Maintenance Guide, current edition. These drawings and/or the The Contractor shall comply with the obvious intent and meaning of these plans systemic weed killer to all planting areas. accompanying specifications and Specifications which shall be construed to include all labor, material, tools are the exclusive property of Summers/Murphy & Partners, and equipment necessary to complete the work specified herein in a B. Soil Preparation $ Finish Grading Inc. and their use and publi- workmanlike manner in strict accordance with plans and notes. Should any 2. After all work has been completed, inspected and accepted, all areas cation shall be restricted to the uestions arise as to the intent and Interpretation of these plans and notes, I. Rough grade: Site to be received b Landscape Contractor to within original site for which they q p p g g y p will be maintained for a period of ninety (c1O) calendar days or as long as were prepared. Re-use, repro- Contractor shall refer to Owner and Landscape Architect whose decision 1/10 foot plus or minus by owner based upon Civil Engineer's grading plan. determined by the Landscape Architect to establish thriving trees, vines $ 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/ 3. Kee all areas weed-free ade uate I w necessary to achieve desired contour and flow line patterns, based atered and neat E. Observation and Refection of Materials and Workmanship y p p q y � Murphy 8c Partners, Inc. All materials and workmanship furnished or performed by Contractor shall be upon Civil Engineer's plans, resulting in evenly finished surfaces free of for the ninety (QO) day period. Remove all debris from site and keep subject to final observation and acceptance by Owner and Landscape Architect debris and litter. the entire site broom-clean. upon completion of all contract work whether previously paid for or not. At any 3. Shape mounds as shown on the tree/ planting plans. 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 soils 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 `^ ll 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 wired b the Owner or Landscape Architect, Contractor shall submit Refer to the "Tree Planting Plans" for material specification. H q y p fora approval samples of the various materials, and Specify finish thereon. Q pp p y 6. The Contractor shall request a final site visit seven (1) days prior to the 0 G. Local Codes end of the maintenance period. This request shall be written and d directed to the Owner and the Landsc aape Architect. Upon written a All construction shall conform to QII local building cod es and ordinances. It Is G. Planting 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. 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. C. Guarantee p� I. Removal of Debris and Glean-Up Stake (only those trees that need it) as detailed on Planting Detail Sheet. All plant installations shall be guaranteed to live and grow to a period of O I ninety (clO) days after installation and acceptance by the Owner. Contractor shall thoroughly clean and keep free of debris and waste material Trees shall be guaranteed for one year. Any material that fails to grow to N M entire construction area to the satisfaction of the Owner and City of Palm Desert. through the specified maintenance and guarantee period shall be replaced .. by the Contractor at no cost to the Owner. J. Genera The general conditions and any special conditions that Owner may require shall C0 apply with the same force and effect as though written in full herein for all to � construction sections. D. Observation W 0 O LU O 11. SITE EXCAVATION AND ROUGH GRADING Z HC114 Scope of Work - Provide all labor, materials, tools, equipment, transportation and D. Plant Purchases I. Observation visits specified herein shall be made by the Landscape necessary incidentals for the completion of all clearing, stripping, excavating, Architect or his representative. The Contractor shall request O 4 >- observation at lea st two (2) workin backfilling, grading and related work as shown on the drawings, including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE g clays in advance of the time that the V WU Q limited to the following: ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE observation is requested. .. LANDSCAPE ARCHITECT WITH PHOTOGRAPHS AND SPECIFICATIONS O W o OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE 2. Observation visits are suggested for the following parts of the work: _ 0 A. Protection of all curbs walks walls structures and other existingwork which is co CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, CONTRACTOR 6 a C Q to remain. w H SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / a. Upon completion of grading and soil conditioning prior to planting. Z Cd Op SHRUBS 24" BOX AND UNDER CONTRACTOR MAY SUBMIT A ; Z B. Clearing and stripping site of brush, debris and other foreign materials as "REPRESENTATIVE" PHOTOGRAPH. LANDSCAPE ARCHITECT b. W 3 CO _ O When trees are spotted for planting, but before planting holes are outlined in the drawings. RESERVES THE RIGHT TO REJECT MATERIAL DELIVERY TO THE SITE excavated. O 0 r Ix � C. Excavation for all foundations and footings to the dimension and depth shown on NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE c. e Written acce tonc of the project to release the Contractor from the drawings. Bottoms of excavations shall be smooth and level. All loose g p APPROVED PHOTOGRAPHS. further maintenance shall occur after Final Observation with the Owner or his representative at the end of the maintenance period. material shall be removed therefrom. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER p p APPROVALS; THE G I TY OF PALM DESERT LANDSCAPE INSPECTOR D. Subgrades shall be watered and compacted to a relative compaction of 15961/. RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. E. Subgrades under all paving shall be true to grade and cross section, hard, NOTE: co uniform and smooth prior to placement of base material. REFER TO THE TITLE SHEET OF TH 1 S PACKAGE FOR THE C 1 TY OF PALM Q DESERTS LANDSCAPE INSPECTION SCHEDULE. Z Z F. Backfilling of all excavations and trenches after placement of foundations, walls, :5 walks, utilities, etc., as outlined on the drawings. Compaction of backfill shall be in acceptance with Engineer's specifications. E. Plant Deliveries E. Verification of Dimensions J a s G. Gradin of areas indicated in the drawin s including bringing existing grades to I. The contractor shall coordinate plant deliveries with the Landscape I. All scaled dimensions area approximate. Before proceeding with an work, V Q g g g g g g g Architect. The contractor shall provide minimum '72 hour advance notice of pp p g y Q ' V within 1/10 foot plus or minus. Final design grades as indicated on the drawings. p plant d the Contractor shall carefully check and verify all dimensions andeliveries permitting Landscape Architect ample time to also notify the City of Palm Desert landscape inspector of plant delivery dates and quantities, and shall immediately notify the Landscape Architect of any W Z H. Stockpiling of excavation material or import top soil fill and sand shall be as times. discrepancy between the drawings and/or specifications and actual J (D outlined on the drawin s or as approved b Landscape Architect. conditions. No work shall be done in any area where there is such a W g pp y p discrepancy. All discrepancies D iscreancies shall be brought to the City' of Palm esert's 2. The landscape contractor is obligated to insure plants loaded on delivery Q Q I. Glean u and remove all debris and Surplus material and remove from site. attention prior to continuation of work. ti W p p trucks prior to site deliver are those plants previously approved b the � � p y p p y pp y M Landscape Architect and the City of Palm Desert Landscape Inspector. F. Utilities = 00 Q Q � III. DRAINAGE M � 3. Any plants that are not those previously approved or those that do not I. The Contractor shall be responsible for verifying the location of all CoZ Scope of Work - Provide all labor, materials, tools, equipment, transportation and — LL O necessary incidentals for the completion of all drainage systems as shown on the meet the minimum specifications established through the photograph and underground utility lines and boxes (as shown on plans) prior to any � Z � O � Specification submittal process shall not be loaded and delivered to the construction so that proper precautions may be taken not to damage ,,, drawings, including but not limited to the following: job site. such lines and utilities. the Landscape Architect has taken additional O CL Q Q efforts as part of the plan preparation process to identify the of V V A. Materials 4. Any plants damaged during loading transportation or off loading shall be proposed location these utilities and coordinate tree and plant °' I. Acrylonite Butalene - Styrene (ABS) Schedule 40 drain pipe, perforated or replaced. Damage is defined and may include but is not limited to trunk placements to coincide with their locations. The contractor shall bring non-perforated in diameters shown on the drawings. scaring, broken limbs, defoliation and wind burn. The Landscape Architect any discrepancies to the Landscape Architect. All discrepancies shall SHEET DESCRIPTION 2. Basins and Drains - Styrene High impact plastic St drain basins, catch basins and the City of Palm Desert Landscape inspector reserve the right to be brought to the City of Palm Desert's attention prior to continuation g p p y reject any 4 all plant material. of work. with grates, high impact plastic Styrene deck drains, and/or precast concrete PLANTING drain box and catch basins and cast iron grate in diameters and sizes as SPECIFICATIONS CONTRACTOR G?UALIFIGATION NOTE; shown on the drawin s. Stainless steel or brass deck drains in hardsca a as g p ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-21 shown on the drawings. ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-8 F. Plant Storage ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED 0-2Q DESIGNED B. Trenching and Laying Pipe SMP 1. Trenches to itch a minimum of 1/8 per foot unless otherwise indicated on the I. Prior to plant deliveries the contractor shall establish a Staging area DRAWN p p p 9 g drawin s. Contractor to verify all invert elevations and trench depth prior to where deliveries are to be received. This staging area shall be adjacent These plans have been reviewed by the Coachella Valley Water District in accordance SMP g y g g J excavation. p p to the installation area however away from heavy construction and ATE with Water Code Title 7, Division 1, Chapter 3, Article 10.8, Section 65597 et seq. CHECKED requiring efficient landscape and irrigation design in cooperation with the local SMP equipment that may cause damage. q g p g g p DATE d s r R c governing agency (City or County). "Approval of this drawing by CVWD staff does no 2. Bottom of trench shall be smooth and continuous to flow direction. A hollow t 1.17.07 2. The contractor Shall provide man ower as needed to ade uatel maintain constitute approval to encroach into district and USBR Rights-of-Way. Trees, plants, Shall be made to receive bell of pipe so the joint w i I I not bear upon the p p q, y JOB NO. sub rade. Adjustments to line and grade shall be made b Scraping awa or plants located in the staging area. This includes but is not limited to hand walls, and permanent structure of any kind may not be planted or installed in CVWD 124455 g g y p g y watering, protection from wind or other damage and theft. and USBR easements or right-of-way without first obtaining an encroachment permit CAD FILE filling in with backfill under the base of the pipe and not by wedging or from CVWD. Ale ria- lantin S ee blocking. SHEET NUMBER DATE WATER MANAGEMENT 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 setupps �i before handling. Above the level of initial backfill, the trench may be CVWD PLAN # DEVELOPMENT SERVICE SUPERVISOR backfilled with trench material. OENERAL SITE ORAE� INO I$ DRAINAr.-7E 5FEC-. 1FIC.ATIONS FLANTINO SFEC-- FlCoATIONS Revised; March I, 200� Per City of Palm Desert's comments. OF 41 SHEETS 05/01/2007