Loading...
HomeMy WebLinkAboutSpanish Walk Sonrisa Model complex & Common Area_1 REVISIONS SPANISH WALK SONRISA REV. SHT. DESCRIPTION DATE BY 3344197 DANA PC.,, 0 (949) 443-144e TRACT # 33837 A F.� `A MurCAPFq Alt <v G 0 Signature 7-31-08 LA * Renewal DatePALM DESERT CALIFORNIA � ����f - CtAIIF�'e These drawings and/or the accompanying specifications are the exclusive property of Summers/Murphy & Partners, Inc, and their use and publi— MODEL COMPLEX AND COMMON AREA SUBMITTED FOR APPROVAL cation shall be restricted to the DATE original site for which they APPROVED were prepared. Re-use, repro— DATE ducticn or publication by any method, in whole or port, is RELEASED FOR BID prohibited except by written LANDSCAPE PLANSDATE 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 Project Nave_________________ Parcel Map or Tract No,t_________________ NOTES LANDSCAPE ARCHITECT IRRIGATION CONSULTANT Project Locatiant-------------------------------------------------- I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, 5UMMER5 / MURPH`i' PARTNERS, INC. SINEENEY 4 A55OCIA7ES, INC. Maximum Water A -F __________________________________________ MATERIALS, AND SERVICES NECE55ARY TO FURNISH AND INSTALL ALL (In hundred cubic: -Feet) MATERIALS, 34I Q7 COAST H GHYVAY 38730 SfCY CANYON DR. , 5U I TE C Q _ CONSTRUCTION ELEMENTS AS SHORN ON THE DRAAIN&S AND SPECIFIED DANA 1=0INT, CALIFORNIA a2621 MURRIETA, GALIFORNIA. �2655 Estimated Total Annual Water Uset HEREIN. DINAH SHORE DRIVE (714) 642-4471 M50 461-'6550 ------------------------------------------------ <In hundred cubic feet) 2. ALL AORK SHALL BE PERFORMED BY A C-2? CALIFORNIA LICENSED TE CONTACT: JOE LA5COLA (�151) 461-68E4 Preliminary Project Documentation Submlttedt (Initials indicates sufomlttal) CONTRACTOR. 1, Grading design plan 5. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE w AVENJE 35 41/0 CIVIL ENGINEER ACCORDIN& TO 5TATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP F 2, Landscape design plan TO GAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF AOR< w �'°Rn �F`��'�t�- STANTEC 3. Irr€gatlon design plan a GERALD (�o 73733 FAED V1/AFIIIVG DRIVE, STE. 10U 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR �D PALM DESERT, CA 92260 4. Irrigation schedules WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIEa, PIPES � PHONE: SEE , CA 944 AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY z Post installatlon Inspectloni (Initlals indicate conpletlon> w DR. FAX (760) 346-9368 FOR ALL GD575 INGURREL7 DUE TO DAM,46E AND/DR REPLACEMENT OF �J_ Q F! NA 1 A. Plants Installed as specified SAID UTILITIES, INCLUDING DELAYS. w CONTACT: TINA STIMPSON LIP, � RANCHO MIRAGE � RALI Q DESERT � � :.a ,� 0�, B. Irrigation systems Installed as desi ned 5. ANY DISCREPANCIES BETAEEN THE FIELD CONDITIONS AND THE CONTRACT o t_ r,, ,,>� g '' g ARCHITECT ° : . -4 F DOCUMENTS AND/DR THE DE516N INTENT AFFEGTIN6 THE 5UGCE55FUL o %W_ �7'w;7U.ti9 T Y iiZ dE:L0 SENT Commentsr----------------------------------------------------- Y COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE FRANK SINATRA DRIVE �,�. o R05ERT HIDET' ARCHITECTS, INC. `�: ------------------------------------------------------------ OWNER (JOB SUPERINTENDENT} AND LANDSCAPE ARCHITECT IMMEDIATELY. �. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE 7585 IRVINE CENTER DR., STE. 2DC7 ° _. �:. � ,����`����,,�,��.���, ❑�,, ;��.rF LE-�R cc A copy of this certification has been provided to Owner/Developer and District DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB �� IRVINE, CA �2618 � � � g�►��- Jw a W Commentst----------------------------------------------------- SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY V C I N I TY MAP (04q) 65ro_I55O 3 - O CONTINUATION OF AORK PRIOR TO THE RESOLUTION OF DISCREPANCIES 15 N.T.S. (q4 � 6a5-15 a �M1,.nT = .�T � to Q � ------------------------------------------------------------ AT THE CONTRACTOR'S R15K AND EXPENSE. Cq 8It Is my opinion that the work outlined alcove has been completed in substantial 01 0 accordance with Coachella Valley Water District and The City of Palm Deserts �... Landscape and Irrigation Guldlines. LE&END O = r --------_e------------------- ------------------------------------------------- SHEETJ CO UT A Landscape Architect Signature Date License No. LOCATION MAP W n DIAMETER Oa.60) EXISTING SPOT ELEVATION ; FF FINISH FLOOR ELEVATION 55.60 PROPOSED SPOT ELEVATION SHEET NO. SHEET DESCRIPTION � �C GF GARAGE FLOOR ELEVATION HT HEIGHT O ~ :• WATER CONSERVATION STATEMENT PE PAD ELEVATION BGR BEGINNING OF CURB RADIUS �� TITLE TIN TOP OF HALL FOR END OF CURB RADIUS CL-1 CONSTRUCTION LAYOUT PLAN (20 Scale) C* TF TOP OF FOOTING ELEVATION TG TOP OF CURB BW BOTTOM OF WALL BG BOTTOM OF CURB - APPROVED . CL-2 CONSTRUCTION LAYOUT PLAN (10 Scale) THE LANDSCAPE AND IRRIGATION -DESIGN INCLUDED IN THIS LANDSCAPE TS TOP OF STEP EJ EXPANSION JOINT VED _ CD- CONSTRUCTION DETAILS �- FINAL_ DSCAPE PAt'; PACKA6E INGORPORATE5 A DRIP IRRIGATION 5YSTEM. BS BOTTOM OF 5TEP Si SCORE JOINT KAGE THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE AITH LOW AATER GB CATCH BASIN 5G SAA GUT `.� DATE: II- CD- CONSTRUCTION DETAILS oW. U5A6E AND THIS DESIGN MEETS THE CITY OF PALM DESERT'5 RATER USE FG FIN15H GRADE R RADIUS \ �C REGtUIREMENTS. F5 FIN15H SURFACE RDAD REDAQOD i uwosca CS-1 CONSTRUCTION SPECIFICATIONS HP H16H POINT HDR HEADER �, IP-1 IRRIGATION PLAN CALCS Q Z CO REFER TO SHEET IL-I FOR THE G.V.W.D. RATER CONSERVATION CONCEPT LP LOW POINT LA LANDSCAPE ARCHITECT � �` IL-f IRRIGATION LEGEND, , AND NOTES _< 2 z STATEMENT. FL FLOA LINE MIN MINIMUM �T �� ID- IRRIGATION DETAILS CC05 OG ON CENTER MAX MAXIMUM \� �` LL CB CATCH BASIN MJ MASTIC JOINT ID-2 IRRIGATION DETAILS Z J CITY OF PALM DESERT LANDSCAPE TG TOP OF GRATE ELEVATION TYP TYPICAL � � � 0 < 6 INSPECTION SCHEDULE INV INVERT ELEVATION PA PLANTING AREA IS-1 IRRIGATION SPECIFICATIONS 0 CC BB BOND BEAM ELEVATION NTS NOT TO SCALE , < PL-1 TREE, -VINE & GROUNDCOVER PLANTING PLAN I � Z �► PL-2 SHRUR PLANTING PLAN 1-:� E W p I) 5LEE1/ING r GRADING � ALIGN �Q„ _ 8 t PD- PLANTING DETAILS .I C* 2 a. Sleeve diameter, type depth and location �° 1.0% GRAD I ENT IN PERCENTAGE � Ill I b. Soil surface drainage, elevations and trash (including weeds 4 rubble) PS-1 PLANTING SPECIFICATIONS ��iL _ � �00� Q in EI RATIO: 4' HORIZONTA 02} HARDSCAPE / BOULDERS-COBBLE DISTANCE PER I' OF VERTICAL HEIGHT NOTE: M m a a. Sidewalk and wall layout RIDGE � ANY GHANGE5 TO THE APPROVED PLAN MUST BE �` ` r j t, ,, z In. Utilities location ® SUBMITTED IN ARITING TO THE CITY OF PALM DESERT FOR = IL Z c. Boulder type, size, weight and placement GRADE BREAK APPROVAL PRIOR TO INSTALLATION W Q 3) IRRIGATION SY5TEM ROUGH-IN DIRECTION OF FLOW w . . NOTE: � Z � � W a. Trench depth \� — b. Pipe size and class DRAINAGE PIPE ALL CONCRETE, MASONRY, ROOD AND STEEL ^ORK 1 DENT1 F I ED AS 2 a. — Do c, Pressure test (125 psi for 6 hours) PART OF THE5E PLANS ARE NOT PART OF THE CITY OF FALM DE5ERV59� a ATRIUM DRAIN o o LAND50APE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. IL 4} PLANT MATERIAL (trees 4 shrubs) ' ° �� � � SHEET DESCRIPTION a. Condition 0 DECK DRAIN C7 IT IS THE OWNER5 RESPONSIBILITY TD OBTAIN ANY ADDITIONAL b. T e APPROVAL5 THAT ARE NE0 55AR`r FOR AORK THAT 15 TO BE c. Placement � TURF DRAIN PERFORMED AS PART OF THE5E PLAN5 / 5PECIFICATIONS UNDER OTHER TITLE DEPARTMENT'S JJRI SD I CTI Oil. SHEET 5) GROUND COMER (Decornposed granite) PROPOSED CONTOUR o. Type FRANK S I NAT RA N. 7 C 1 TY OF PALM DESERT 5UBM I TTAL #1 02/1 a/07 In. Depth and spacing r-sl�' EXISTING CONTOUR (PLANTING? ONLY) , , DESIGNED C. Compaction --� PLAN 5ET A - CITY SUBMITTAL #2 05/Icl/O? ' PLAN SET C SMP C y)\) BERM - BUILT-UP LANDSCAPE GRADE J �iT PLAN 5ET S - CITY SUBMITTAL #5 O4/15/0� DATED: 0� 1$ O7 DRAWN 6) FINAL PLAN 5ET 'V - 5UBMITTAL 04 06/16/0-7 SMP PLAN CONTROL SMP a, Irrigation DETAIL REFERENCE LOCATION CHECKED SMP Valves, boxes and wiring 5HEET LOCATION Controller operation and site speciFic yearly irrigation schedule �S�0E 0 p y DATE 03.19.07 C These Ions have been reviewed b the Coachella Valley Water District in (required bg City of Palm Desert Water Efficient Landscape SECTION REFERENCE �� APPRCAIED j► A T R �Qdase q.�W gefficientlandsccapeateT Code Title 7, landon lrrigattiionrdesignin�oo a6anwith JOB NO. Ordinance) IL the local governing agency(City or County). "Approval of this drawing by CVWD 124454 * Sprinkler, bubbler and / or drip emitter type, F low rate and 5HEET LOCATION staff does not constitute approval to encroach into district and USBR Rights-of-Way. (D RLE d quantity per plant. BY. I 7 R G Trees,plants,walls,and permanent structure of any kind may not be planted or Sonrisa-Title Sheet s ► installed in CVWD and USBR easements or right-of-way without first obtaining an Overo l I operation DATE 7 1 --2o", encroachment permit from CVWD. SHEET NUMBER As lilt KEY MAP /�G�r \Sc�\Q� DATE WATER MANAGEMENT'SUPERVISOR b• Tree stoking I vRAL COµ ' Overall I ` O T T O SCALE CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR T�i R 0* NOTE" SHOULD ANY OF THE ABOVE INSPECTIONS FAIL AFTER 2 �OF �5 SHEETS ATTEMPTS THERE RILL BE A FEE A55E55ED FOR ANY RE-IN5PECT1ON5. 06/19/07 UT/L.I TY 57�lBOL L�6S'Nl� ,r,; ® TYPICAL A/G LOCATION ;`;�:•` KEY MAP FINISH SCHEVU je NOM TRANSFORMM (ABOVg 6ROUN0) "" PRIMARY PULL50X (FLUSH) 'N, AT TIME OF PREPARATION OF THESE PLANS ALL ,�u MAILBOX MATERIALS SELECTED WERE BASED UPON SUMMERS/MURPHY t PARTNERS, INC. EXTERIOR COLOR SCHEDULE PREPARED BY ® 11"X90" ELECTRICAL BOX (FLUSH) r \ �' LANDSCAPE ARCHITECTS ANNE MATTE50N CONSULTING-, INC. DATED \ A,q yj U R� 34197 COAST HIGHWAY,SURE 200 ® IZ X50 TELar`HON` BOX (FLUSH) Cj� cy DANA POINT, CALIFORNIA 92629 05-07-07. / k, (949) 443-1446 FAX (949) 443.1631 dI"Xdl" CABLE TV. BOX (ABOVE GROUND) C '9j. MODEL IA COLOR SCHEME 02 IRRIGATION CONTROLLER POWER PED. /� 70 � �� r�Dsc MODEL 35 COLOR SCHEME 01 Czx� FIRE! HYDRANT Murph PFq MODEL 28 COLOR SC 4Elr-E *6 � WATER METER MODEL 4A COLOR SCHEME YARD 17RAIN ® GRATE / INLET Signature FOR MATERIALS SPECIFIED AVAIL. FROM 7-31-08 VALLEY BUILDING- MATERIALS (760) 591-11115 ® BUBBLER BOX Renewal Date DRAIN PIS date �P CONTRACTOR SHALL PROVIDE SAMPLES FOR o 'fit SITE VERIFICATION AND APPROVAL OF ALL t�OF CAO� a P A �- FLOW LINE AVIN 6 MATERIALS, VENEERS COLORS ANI7 FINISHES PRIOR TO STARTING TO These drawings and/or the GONSTR k'TION. II IOV. BOLLARD 1-16HT P accompanyings ecifications THIS PLAN REFLECTS RECOMMENDED are the exclusive property of LIbHT FIXTURE LOCATIONS ONLY. THE OWNER SHALL HAVE THEIR ELEGTRIGAtr S � Summers/Murphy & Partners, FRANK tNATRA ENGINEER RECOMMEND ACTUAL FIXTURES. T Inc. and their use and pubki- ELECTRIC ENGINEER SHALL ESE cation shall be restricted to the RESPONSIBLE: FOR Ai-L 51-ECTRICAL NOT TO SCALE- PROJECT original sits for which they DESIGN AS NEEDED TO MEET THE: CITY OF were prepared, Re-use, repro- PALM DESERTS LIGHTING ORDINANCE. LOCATION duction or publication by any ........... ...... . ........ ........ _ ........................ method in whole or port, is ALL LIbHTIN& 5HALL BE APPROVED BY prohibited except by written 1'HE CITY OF PALM DESERT PLANNING permission from Summers/ DEPARTMENT PRIOR TO INSTALLATION, Murphy & Partners, Inc. --- FIN15H 56HE�UL-E + CO TRACTOR NOTE: 19 +57.64 19GUSTO18+00 a ALL �+ARDSGAPE MATERIALS COLORS AND FINISHES SHALL B PASEO E INSTALLED A5 INDICATED ON THE APPROVED © [ [ [ [ PLAN. THE LAND50APE ARCHITECT SHALL BE NOTIFIED WHEN CONDITION5 ARISE THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DESI&NS 1 + 0 1 2+ 13+OC WITHOUT THE LANDSCAPE ARCHITECT ANO THE CITY OF PALM DE5E1R-T'5 REVIEA 4 APPROVAL. S-1 [ 517E 1 k f OV/EMENT5 z 0 7 , ; 57'MBOL pf'SGI�IPTlON GOLG� f FlNISFf /5PE•G/FlGA7ION UET,41� � to �11 I f� S-17 ; S-1 CURB 8 &UTTER REFER TO THE CITY OF PALM DESERT N/A Q LO S-3 't _ APPROVED PRECISE &RADIX& PLAN o '5TREETSCAPE' CONCRETE REFER TO STREET IMPROVEMENT AND N/A �► S-182 SIDEWALK 4 LANDSCAPE 5WA PLANS. 5-15 =W.9s S-4 GON5MCTION WOOD COLOR: STAIN/ PAINT PER OWNER. COLOR TO BE SEE SHEET CD-1 SCREEN FENCE SELECTED FROM APPROVED BUILDINGS TRIM COLOR DETAIL I A SALES TRADER PALETTE S-16 - 14 CONSTRUCTION WOOD COLOR: STAIN / FAINT PER OWNER COLOR TO BE SEE SHEET GD-I F` 24 X6� I S-� ACCESS &ATE SELECTED FROM APPROVED TRIM COLOR PALETTE DETAIL "B" 20' 17'-6" 41 4' 164_61, (SIMILAOf R) ..� �- �_ _ I TUBULAR STEEL TRAP FENCE DOLOR: To BE 5HERJNIN WILLIAMS SEE SHEET GD-I II o - r S-5 sa "All WITS+ MAINTENANCE GATES "P20 'BLACK FOX RETAIL A L J S-14 5-20 S-7 ` F- S-17 �+ y. TEMPORARY ASPHALT - � PAINT MARKINbS ANI7 51 NA REFER TO ci c5 6E CIVIL r �7-V L :,.:� `;: � - - 'PARKING- LOT. CONTRACTOR IBMPER LOCAL CODE. - ENGINEER 5 PLAN S-19 TO INGLUI7E ALL PARKIN& C S- 0 J • LOT STRIPPI N& WHEEL 5TOP5 4 516NA6E FOR PARKIN& STALLS 4 S-10 HANDI-GAP STALL5 d - " 'o• 0' MIN iex.To ' T S-7 LANDSCAPE BOULDERS REFER TO BOULDER 4 ROCK NOTE, SEE SHEET PD-1 T 14' Max. FALLOW AREA , �' FALLOW AREA � THIS SHEET DETAIL 'F 5-20 S-11 S-8 DRY STREAM BED REFER TO BOULDER 4 ROCK NOTE, SEE SHEET PD-I TEMPORARY MODEL PARKIN6 / FALLOW i;% THIS SHEET DETAIL 116" Uj S_14 S-12 LOT AREA AND LAND5CAPE SHALL ESE I UJ REMOVED AT MODEL 5UILD-OUT AND , O "� p� > CD S-5 CONVERTED TO A STANDARD PRODUCTION ' C $- PRODUCTION WALKWAY COLOR: NATURAL GREY SEE SHEET CD-[ `J I a UNIT. I �� CONCRETE PAVIN& FIN15t+: MEDIUM BROOM FINISH. DETAILS "D,E x41" co A CONVERSION PLAN SHALL BE 5U5Mi I �,"", REFER TO PRECISE &RAV IN& 08 :- FOR CITY OF PALM DESERT APPROVAL AT PLAN FOR ELEVATIONS AND STEP (� eta 3' 34" 20'TYP. A LATER DATE. (ALL AREAS ON THIS PLA.1 LOGATEONS �7 Q r PAR KIiNG ......................._.......... S-3 S-1 D TUBULAR STEEL ARCH ARCHES ARE TO BE RELOCATED SEE SHEET CD-[ _ o ❑ LET I FROM THE SPANISH WALK SALES DETAIL "H" La ❑ r PREVIEW CENTER. KEYSTONE ARCH TO sue► -2 r Z S D INSTALLED CLOSEST TO PARKING LOT � _ S-fi � COLOR: TO BE SHERWIN WILLIAMS � #72Q BLACK FOX L� r 0 d — U 26` 5-11 WOOD BENCH WOOD BENCHES TD BE RELOCATED N/A I FROM THE SPANISH WALK SALES co PREVIEW CENTER. Z S-12 FOUNTAIN PREFABRICATED INATER FEATURE N/A °' ' - � r $-7 TO BE RELOCATED FROM THE S 14 / 24' �� I SPANISH WALK SALES PREVIEWCL _ i - /-' T WENER. CONTRACTOR I `�7 PROVIDE ELECTRICAL OUTLET AND AUTO CONNECTED TO CL 7 777, -'� IRRIGATION SYSTEM. CO -2 i 5 � f NA _ T / ARCHITECTURAL- O REFERO ARGHITECTUAL PLANS Q •; AO OP f S1 RAL 0 COLOR T ••� FRAME 5 WA R o MATCH MISSION BLOCK COLOR.STUCCO LL ;f ••; "T Z ;f CONTRACTOR TO MINIMIZE FOOTING ANT I N& AREA SPOT A&E TO INSURE MAX. P C�L L T IL 5 S-1COLOR.- ...I �C M 1551 ON PROTO II SLUMP SEE SHEET CD-2 S-2 s-1 a0 CORA ON BLOCK WALL CONTRACTOR TO MINIMIZE DETAIL "A" "� W JN/ROLLED CEMENT FOOTING SPOILAGE TO INSURE co U X CROWN MAX. PLANTI Nb AREA W 0 S 15 WALL W/FINISH NI S BLOCK COLOR 4 F I NSH TO MATCH MODEL PLAN I A SFOOTIK& E SHEET CD-2 � co2 ......... ........ STUCCO CROWN SPOIILAGETOR 70 INSURE IMIAX. PLLANTIN6 L J AREA Q © 0 $-18, A.G. UNITS SEE PLAN FOR LOCATIONS N/A 00 Q Q _ C a. Z ENTRY PATH W/HAND CONTACT AMY SHAFFER OF TAYLOR SEE SHEET CV-2 < 5-17 SEEDED A"REtaATE WOODROW HOMES (q4�i) 341-1200 FOR DETAIL "G" J AND &LASS. CONCRETE COLOR, A66RE&A77E AND (9-A55 Z 0 W SPEC I F I GAT I ON. CONTRACTOR SHALL GIS LalalN(S 'LN NC7TE BOUL17E ' ROCK ND7 INCLUDE PREPARING- A 4X4 SAMPLE FOR p THE PRE0I5E GRADING PLANS PREPARED BY ALL LAN75GAM BOULDERS 70 BE REVIEW AND APPROVAL PRIOR TO 5TARIN& g � o STANT'EC AND APPROVED BY THE CITY OF PALM "DESERT CHOCOLATE"- CONSTRUCTION. Cif H u DESERT SHALL BE ISSUED TO ALL BIDDERS ANI;) CONTRACTOR TO PROVIDE: IN5TALLINb CONTR44TOR(5). THE PRECISE QUANTITIES 4 SIZES AS PER S-18 POTS (6 TOTAL) P075 4 CITRUS TREES ARE TO BE N/A sRADING PLAN 15 AN INTEGRAL PART OF THESE SPECS. TO BE VERIFIED BY RELOCATED FROM THE SPANI5H WALK SHEET DESCRIPTION LANDSCAPE PLANS, AND INDICATES ALL LANDSCAPE ARCHITECT SALES PREVIEW CENTER. NECESSARY FINISH SURFACE: / FINISH GRADE QUANTITY TOTAL (MODELS): 54 ELEVATIONS, DRAIN HEAD AND DRAIN LINE 25% - I8" S_1g WOOD TABLE 4 AOOD TABLE 4 CHAIRS ARE TO BE N/A CONSTRUCTION LOCATIONS. 50% - 24" CHAIRS RELOCATED FROM THE SPANISH WALK. LAYOUT 25% - 36" 5ALE5 PREVIF-A CENTER. PLAN ACTUAL HOUSE PLOTTIN6, LOT GONFI&URATION AND FINAL WALKWAY / DRIVEWAY LAYOUT SHALL ALL DRY STREAM BED ROCK TO S_Zp MODEL REAR YARD TO BE SELECTED BY OWNER. N/A CONFORM TO THE LOT SPECIFIC PLOTTING SHOWN BE 2" TO 6" "D05 RI05" FURNISHINOS ON THE APPROVED PFiEG15E (5RADIN& PLAN. UNLESS NOTED OTHERWISE, DESIGNED SMP ALL BOULDERS, ROCK AND DRAWN A"RE&ATE:5 ARE AVAILABLE BY G17'700 O)m PALM j7,ff5E)R7 JL SOUTHWEST BOULDER" INSPEC rION 5GHEMLE NOTE CHECKED www.svuthwestbou I de+r.cam JL REFER TO THE TITLE SHEET FOR THE CITY OF DATE PALM DESERT'S INSPECTION 50�4EDULE- 03.19.07 DOTE:: JOB N0. 124454 CAD ALL CONCRETE, MA50NRY, NNOOD AND STEEL AOR< IDENTIFIED A5 Sonr saMCONST PART OF THESE PLANS ARE NOT PART OF THE 0€7Y OF PALM DE5ERT15 it NOTE' SHEET NUMBER LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. SCALE : I — .2Or NO TREES SHALL. BE PLANTED VY T4 N IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY AL7DITIONAL C•V.kN• ). EA5EMEN75 OR RI6H7-0�: NAY5. APPROVALS THAT ARE NECE55AR1' FOR AORK THAT 15 TO BE C L�l PERFORYIED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER 01 20' � � � NORTH NOTE: NO C O NFL.I OT I NCB U T I L.I T I E S V�I TH I N DEPARTMENT 5 JURISDICTION. 0 60 PROJECT AREA, OF SHEEfS 15 06/19/07 F/N/5H 5GHEMLF NOTE: UT/L/TY 5y7VW1L L56EN17 L _ _ _ ® TYPICAL A/G LOCATION •� .z, KEY MAP _- _ _. TRAN 70III 'R (A50VE GROUND) AT TIME OF PREPARATION OF THESE FLANS ALL Pam' 771 r 1 �,,� r l fMATERIALS ••_ . L J �1 =�,��~ I J I l I EXTERIOR COLOR SELECTED DUL PREPARED BY PRIMARY PULLBOX (FLUSH) ANNE MATTESON GONSULTIN6, INC. DATED -- �. M�� MAIL50X ?� 1 05-0"1-07. �� ,. �iQ '9)• SUMMERS/NIURPHY hPARTNERS, INC 1 ® 17"X90" ELECTRICAL BOX (FLUSH) , 40 ,� LANDSCAPE ARCHITECTS MODEL IA COLOR SCHEME *2 A� y�C DANA34197 CPO NT,OAST HCALIFORN�IA 2629 SUITE 0 1h X50' TELEPHONL` BOX (PLUSH) h C4�,C y� (949) 443-1446 FAX (949) 443-'1631 MODEL 5B COLOR SCHEME *I °f"Xq" GABLE TV. BOX (ABOVE (WOUND) `�� 1 MODEL 2$ COLOR SCHEME �►6 Fill p IRRIGATION CONTROLLER / POWER PED. >QO D SC PLAN '1AXR MODEL 4A COLOR SCHEME #q �cx� FIRE HYDRANT _ �� �Qk,G N,Murph PFq,�� UNIT 2'11 b WATER METER :, FF=162.1a FOR MATERIALS SPECIFIED AVAIL. FROM YARD STRAIN PAD=161.6 VALLEY BUILDING, MATERIALS (760) 5ql-Q7I3 Signature ® &RATE / INLET CONTRACTOR SHALL PROVIDE SAMPLES FOR -31-oa SITE VERIFICATION AND APPROVAL OF ALL ® BUBBLER BOX * Renewc� Date F11�lIr5HE5 PRIORI TO STARTING, COLORS AND DRAIN PIPE o J',�re Date O��P I SALES GONSTRUGTfQN. FLOA LINEJEJ C ix fl �CAL1 These drawings and/or the 1-1 24- X • IIIOV. BOLLARD LICWT accompanying specifications THIS PLAN REFLECTS RECOMMENDED are the exclusive property of LIc9HT FIXTURE LOCATIONS ONLY. THE Summers/Murphy & Partners, 1_2 OWNER SHAf-L f+AVE THEIR ELECTRICAL FRANK 51NATRA r � � Inc. and their use and pubIi— EN&INEER RECOMMEND ACTUAL FIXTURES. cation shall be restricted to the I ELECTRIC EN&INEER SHALL BE NOT TO SCALE criginal site for which they RESPONSIBLE FOR ALL ELECTRICAL PROJECT were prepared. Re-use, repro- �v DESI&N AS NEEDED TO MEET THE CITY OF Ele , — . PALM DESERTS LI&HTIN5 ORDINANCE. LOCATION d�action or publication by any ❑ II method, in whole or part, is E] ALL L16SHTIN& S++ALL BE APPPROVED BY prohibited except by written THE CITY OF PALM DESERT PLANNINb permission from Summers/ 2' + -fi 2' 1 a - DEPARTMENT PRIOR TO INSTALLATION. Murphy & Partners, Inc. L _ C� FIN15H 56HEL�LJLE: L CONTRACTOR NOTE: ALL HARDSGAPE MATERIALS, COLORS AND FINISHES SHALL BE INSTALLED AS INDICATED ON THE APPROVED PLAN. THE LANDSCAPE 3- ARCHITECT SHALL BE NOTIFIED WHEN CONDITIONS ARISE THAT WERE UNFORESEEN AT TIME OF PREPARING THESE PLANS. CONTRACTOR SHALL NOT MAKE FIELD MODIFICATIONS TO THESE DESIGNS AITHOUT THE LANDSCAPE ARCHITECT AND THE CITY OF PALM DESERT'S L REVIEMI d APPROVAL. 5l TE 1":WOV/EMENT5 z Q SYMBOL 5G14IPrtON COLOR I F/NJ5H�5PEChFIGr4TIDN D�r�4iL � PLAN 36 nc 3-2 UNIT' 210 1-1 CONCRETE INTERLOCKING PAVERS, BELSIARD 'MEGA- BERSERAC' SEE SHEET OD-I PAVERS WITH CONCRETE COLOR TUS GANA BLEND DETAIL "F" FF=162.10 � 4' MIN. PRD=161.6In BAND AVAIL. FROM:VALLEY BUILDING MATERIALS i' MIIV. BAND:TO BE SET IN HEADER PATTERN Tel, CONTRACTOR TO PROVIDE SEE SHEET PO-I a +i 1-2 PRECAST 5PANI5H WALL FOUNTAIN ELECTRICAL OUTLET AND AUTO DETAIL "H" FILL CONNECTED TO IRRIGATION SYSTEM. REFER TO DETAIL FOR z SPEGI F I CATIONS. 2-1 CONCRETE Al COLOR: DAVIS COLOR #5447 SEE SHEET CV-1 WASH FINISH "MESA BUFF" S7ETAIL "6" l 2-1 FINISH: WASH FINISH 2-2 HANDSEEDED COLOR: DAVIS COLOR #544'T SEE SHEET CD-2 2' 5'-0" 2-2 CONCRETE "MESA BUFF" DETAIL °G" SEEDED A&&RE&AT'E "DE COLORE5 ESPECIAL PEBBLES 100% COVERAGE a AVAIL. FROM: VALLEY BUILDING ¢ PLAN 2B MATERIALS. UNIT 209 2-3 PREFA5RICATED BBQ TO BE SELECTED BY OWNER. N/A 0 PARI CONTRACTOR TO POUR CONCRETE Ele. �, FF=i 62.1 ISLAND WIPROPANE UNDER b PAD=161.6 I B FINISH TO MATCH ADJACENT OR 2-4 BURNI N& 550 CONCRETE. W 0 � 00 ` ❑ LC s `� o REFER TO DETAIL FOR MATERIAL SEE SHEET CD-2 r 1 IN. �Q 2-4 OBLQUE SCUPPER FOUNTAIN SPECIFICATION. CONTRACTOR TO DETAIL "H" ❑ CAM Q 0 PROVIDE ELECTRICAL OUTLET AND Q� ��8 2-3 AUTO FILL CONNECTED TO z 4C CM r IRRIGATION 5Y5TEM. 2-S = r SEE PLAN FOR LOCATION. PAINT SEE SHEET PD-1 J CO VINE RACK TO MATCH EXTERIOR ACCENT DETAIL "I" zu � D Z � I COLOR " OUTTER5PACE", SHERWIN > La A WILLIAMS #625I SIMI-61-05Scc 0 _1 r �.• PLAN 4AR UNIT 208 4-4 �-1 STUCCO 5EATWALL STUCCO COLOR .0 PINISH TO SEE SHEET CV-2 � . . 4-2 MATCH ARCHITECTURE. DETAIL "1?" Z FF=162.10 �L WE STONE GAP PAD=161,6 STONE GAP: "GOLUMBIAN GOLD" 4-1 CL 1'-6" " , -o AVAIL. FROM: VALLEY BHUILDINb `} CL MATERIALS. W 3-2 FLASTONE ON TOP OF STONE PAVING: "COLUMBIAN GOLD" SEE SHEET CD-2 r E.Q. _,, ; CONCRETE BASE AVAIL. FROM: VALLEY BUILDING DETAIL "E" qt E.Q. MATERIALS. 9 CM. Z © 3-3 HAMMOC< W/ 5TAN12 HAMMOCK: 566485 "TAUPE FAMILY N.A. CO I� Z r, 55 HAMMOCK ) HAMMOCKII 0IIIIIIIIIIIII 05 STAND; #q 4 YPRE E t TIC LL STAND", NATURAL'WOOD t�1C)R11LE 4-3 /' / f AVAIL. FROM: SMITH HAY�IKEN (blq) W 2q8-0441 ALLOW 4 WEEKS LEAD TIME 0 / COLOR CONCRETE COLOR: DAVIS COLOR #5237 "5AN co S SHEET CD-2 R Q i 41 DETAIL F F— / BUFF DI�O PAVINb W/ Y+iASH 1 Z / -- FINISH 4 TILE BAND FINISH: WASH FIN15H W/SAW GUT / W0 BAND: I2XI2 "ARTILLO CAFE E;�,., `C ;'' BLEND" BY ARTo BRICK J W � AVAIL. FROM: CLASSIC TILE 4 MOSAIC ('160) 545-0051 P FABRICATED PROPANE REFER TO DETAIL FOR MATERIAL SEE SHEET CD-2 ❑ Q z a •' SPECIFICATIONS F I GATI ONB D;=TAIL "6" � BURNIN& &AS 550 d. ISLAND 4 FIREPLACE Q f LL . . 4-3 PRECAST SPHERE CONTRACTOR TO PROVIDE SEE SHEET PD-I Z F" Q W y' ON ELEGTi21GAL OUTLET AND AUTO DETAIL "H" BOULDER ROCK NOTE FOUNTAIN ON TALL � Q � ❑ x. PEDESTAL FILL CONNECTED TO I RR I&ATI ON a f F BALL LANDSCAPE BOULDERS TO BE SYSTEM. REFER TO DETAIL FOR oC DESERT CHOCOLATE - SPECIFICATIONS. �- U CONTRACTOR TO PROVIDE QUANTITIES 4 SIZES AS PER 4_4 DECOMPOSED GRANITE D.C.: "PALM 5PRING5 (SOLD" 3/4" SEE SHEET OD-2 SPECS. TO BE VERIFIED BY W/ REDWOOD HEADER AVAIL FROM: 5OUTHWE5T DETAIL "J" SHEET DESCRIPTION LANDSCAPE ARCHITECT BOULDER (760) 542-5522 QUANTITY TOTAL (MODELS): 34 :29% - I8" f'R GIS 6R 171N6 PLAN NOTE CONSTRUCTION 50% - .24" LAYOUT 359,E - 3611 THE PRECISE CRAP I N& PLANS PREPARED BY PLAN 5TANTEC AND APPROVED BY THE CITY OF PALM ALL DRY STREAM BED ROOK TO DESERT SHALL BE IS'�WED TO ALL BIDDERS AND BE 2" TO 6" "DOS RI05" IN5TALLIN6 GONT'RAGTOR(5). THE PRECISE UNLESS NOTED OTHERWISE, Ci/TY OF PALM VESL=RT GRADING PLAN IS AN INTEGRAL PART OF THESE DESIGNED SMP LANDSCAPE PLANS, AND I ND I GATES ALL ALL BOULDERS, ROCK AND IN51C'EGTION BGhIE1�ULE NOTE NECESSARY FINISH SURFACE / FIN15H GRADE DRAWN AGbRE&ATES ARE AVAILABLE BY ELEVATION5, DRAIN HEAD AND DRAIN LINE JL SOUTHWEST BOULDER. REFER TO THE TITLE SHEET FOR THE CITY OF LOCATIONS. CHECKED www.southw®should®r.com PALM DESERT'S INSPECTION SCHEDULE. JL ACTUAL HOUSE PLOTTING, LOT CONFIGURATION AND FINAL WALKAAY / DRIVEWAY LAYOUT SHALL DATE 03.19.07 NET • CONFORM TO THE LOT 5PEGIFIG PLOTTING SHOWN JOB NO`�24454 ON THE APPROVED PRECISE &RADIN6 PLAN. CAD III ALL CONCRETE MA5ONRY, AOOD AND 5TEEL 1NORC IDENTIFIED A5 - Son rr saMCONST i�DT� PART OF THESE PLANS ARE NOT PART OF THE CITY OF PALM DE5ERT'5 ti SHEET NUMBER LAND5CAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. SGAL E: I = 10, NO TREES SHALL. BE FLANTE� K TH I N �AS�M�NTS DR RI C��T-C�� Y�AYS. T 15 THE OWNER'S RD=5PON51$I L I TY TO OBTAIN ANY A►DD I TI ON�AL CL� 2 APPROVAL'€ THAT ARE NEGE55ARY FOR AOR�C THAN IS TO BE PERFORMED AS PART OF THESE FLAN5 / SPEC I F I GAT I ON5 UNDER OTHER NOTE: NO Ci D Nf=L.1 GT 1 I 6 U T I L.1 T(F—S V4 1 TH I N DEPARTMENT'S JURI50I0TION. O ID 20 .., NORTH PROJECT AREA. of 'I5 SHEEfS 06/19/07 LEOEN:�� : r r � I. VY 50. TUBULAR STEEL ARCH FRAME Y 4 - ONE AT EACH CORNER, 4 TOTAL 2. 5/4" 50. TUBULAR 57EEL COLLAR OUTSIDE VERTICAL POSTS . r '• ALL WOOD WORK > 5. CONCRETE FOOTING - REFER TO LANDSSUMMCAPE ARCHITECTS � PARTNERS, INC ��-� IDENTIFIED AS PART OF � , � •• Y � m �1n9�i co�sET Hl�crr�wa S wlrE zoo STRUCTURAL ENG 1 NEER'S DETAIL s ? �"' 7� THI 5 DETAIL io r 5 DANA POINT, CALIFORNIA 92629 - BUILD UP CONCRETE AT _. 15 NOT PART OF THE G I TY T FOR. ( (949) 443.1446 FAX (949) 4431631 P05T CONNECTION O DRA NAGS - I II II III '%s`� ,%; ,, :; � ;• ;:;; ',- or PALM D�Sc�T'S .r •,. 4. " FLAT IRON STOCK "KEY STONE" A YY Y I Y8 L NDSGAPE a-o BRUSHED BRONZE BUILDING BUTTON 'A' 2 1/2' 2 I a 0 00 �0 0 0 DEPARTMENT'S SEE CONSTRUCTION PLAN `p,ND5CgpF - - o o CN- F. ur B M 0 q BY URBAN ACCESSORIES O q, SECTION _ � � � � oQ� �j U I NSPEGTI DN AND b ELEVATION VIEW 4 M y � 0 /y O G o � o � ,��, tic' s 0� ff 5 1f Q W �t o I/4 1 -fl Q� � _ _ -�-T Afi�PR0�1AL PROCESS. � GALE: Sib - � _D � ., -� fl [-III-I [ I- - = - - - - - - - - - - - - - - - 5. FIN€SH GRADE 4 _ _ - = ITf_=1Tf I I�, 1-f �= LEOEN:;) -I FE f =l 11=1 1=1 I F= I =1 I =f 1=1 1= ( = 11=[ 1=1 1= f =1 I =1 1=1 1= f EE I 1=( f o _ ,• �.I = [ _ _[ 1- = 1 I 1=1 ( �_ -1 1- - 1 - -I F-�- f 1 ll1Signature _ 1 11 I; '. €. FINISH GRADE 6. I" X 2" TUBULAR STEEL BATE R newal �txltQ '= [ I-III- I -1 I I- '�'-I 1- f -1 I 1=[ [=1 1- f - 11f [ _ 11 - c` SECTION VIEW ° II ` -�I 1 ° ' I�11 2. 2" X 2" TUBULAR STEEL P05T, FRAME * �, Dote SCALE: 516" = 1'-0" a'-o ALTERNATING AT 8'-0" O.G. AND 4'-O" 7. 1/2" 50. PICKETS Ta MATCH F OF-CAUfu FENCE LE:67ENI:;� LE(SPEND These drawings and/or the 3. 1" X 2" TUBULAR STEEL TOP, MIDDLE 8. (5) HEAVY DUTY HINGES are the a exclusive propertyof � I. FINISH GRADE SECTION VIEV�I I . 2x6 TOP RAIL, ATTACH W/ 16D 6. FINISH GRADE SCALE: ! = I -O NAILS L -G AND BOTTOM RAIL 5E F 5uers Mur h & Partners, L O51NG AND mrn Inc. and their use and ubki 2 ?. 12 PIA. x 24 DEEP" " SELF-LATCHING p . CONCRETE TOE CURB A5 NEEDED AT PERIMETER 4. 1/2" 50. TUBULAR STEEL PIGKET5 s 6" cation shall be restricted to the 2. I " S0. WOOD FRAME ALL AROUNT7 iginal site for which they ' B07H FRONT AND BACK, ATTACH- O.C. BELOW MIDDLE RAIL, 12" O.G. G. AMJAGENT BUILDING were prepared. Re-use, repro- Tr 2 5, IN7ERLOGKING PAVERS (SEE FIN15H SCHEDULE) WITH 7D NAILS 8. GOMPAGTED SUBGRADE - ABOVE duction or publication by any rro g. NOTE: REFER TO SOILS REPORT FOR IO.GONGRETE WALK method, in whole b part, is •rN=*TOWA�LI.4OPM � al�c W 4. 5. Y2 x 2 LATTICE @ 4" O.G. REGUIREMENTS prohibited except by written &.tour++-HKI/e1 eNa.�T I SAND BASE REFER TO SOILS ENGINEER'S 5. LOGiCABLE GATE LATCH permission f ro rn Summers/ *"IMMAND r.0 FINISH 00ATS, REPORT FOR MIN. THICKNESS NOTES Murphy & Partners, Inc. FM FINISH se.*mmu 5 6" COMPACTED GRANULAR SUB-BASE OF CONCRETE AND SIZE OF 4. 4x4 F057 G. AGGREGATE SUES-BASE AI_L SURFACES 5HAL. BE GROUND SMOOTH TREAT ALL EXP05ED SURFACES REINFORCING STEEL. MATERIAL - REFER TO SOILS 5. 2x4 BOTTOM RAIL, ATTACH W/ 16D REPORT FOR DEPTH YV(2) TWO COATS M015TURE-PROOF PRIMER AND (2) GOATS ENAMEL (COLOR 6• COMPACTED SUBGRADE NAILS REGtU I REMENT5 BY OANER) OWNER OPTION TO HAVE GATE POWDER-COATED. (COLOR PER ALL MASONRY WORK IDENTIFIED AS PART OF THIS DETAIL NOTES OWNED ALL CONNECTORS, FASTENERS AND OTHER HARDWARE TO BE HOT 15 NOT PART OF THE CITY OF PALM DE5ERT'5 LANDSCAPE - ALL LUMBER: SHALL BE SAA SIZEID Z;DOJGLAS FIR DIPPED GALVANIZED aILR 5 DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. - PAINT OR 57A I N J�104I7 PER FINISH SCHEDULE (I F PAI NTI NC7, TREAT ALL _ I ALL STEEL WORK IDENTIFIED A5 PART OF THI5 DETAIL I ..: - . .. ' EXP05E:7 SJRr-AGES AN TH (2) 7AO GOATS M015TURE-FROOF PRIMER AND I ................. ::. . ..:... .......... ...... ::..... ._ .-_:._.._...... .. ---.................. , 15 NOT PART OF THE CITY OF PALM DESERT S LANDSCAPE A Y p :.,,,,:, I 1 I ...........IT3 (2) TWO GOATS ENAMEL. DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. z a - ALL NAILS HARDWARE To BE PRE-GALVANIZED? V �9 PL'Ft FLAW INTERLOC, IN& PAVERS I, DODO 5GREr-1, FENCGE A 7U5ULAR 57Fr-L TRAP ft=�NGF 5EG71ON/ELEVATION VIEW - FRONT ARCH 2'-2" SCALE: 1/2" = 1'-0" 8'-O" D.G. MAX. A 2 I 3 <<<<�<40 5 12" 4 I SECTION VIEW 12 2 2 2 5 50ALE: 5" - 1'-O" (� 3 it O 5 5 � I ,4 s4 4 . m - e I III - Ili II w 8 tf` 1 2 X 6 CAP ATTACED VV/ 16DFRONT ELEVATION WNAILS CO_ I '/ E GT I � N ' 2. 1/2 X 4 TRIM (TOP AND N 0 I. FINISH GRADE "T. SUB--BASE MATERIAL REFER BOTTOM), ATTACHED W/ IM 0 0 _ _- � _ NAILS CD !�I SECTION/ELEVATION VIED - REMAINING ARCHES (3) 2. I/4" RADIUS ALL EDGES k I z TO SOILS REPORT Q r SCALE: 12" = I'-O" VARIE5 8. COMPACTED SUBGRADE SECTION VIEW I u I - / 5. CONCRETE WAVING REFER TO 1,� �- I _ 5. 2 X 4 STRINGER (TOP 0 = FIN15H 5CHEDULE of. I" MINIMUM, 2" AT TURF AREAS SCALE: I o ( I k I AND BOTTOM) ATTACHED VV/ O J co Ld Z W TOOLED 4. 5/4" EP X 5/5" DE (MAXX.) L - J � 1Ill NAILS �" � � ; 0) JOINT N / NOTE: LE`7�N 2 Q ALL STEEL WORK IDENTIFIED A5 PART OF THIS DETAIL � Lr RADIUS U5 EDGE5 V�IHERE OCCURS. REFER TO SOILS ENGINEER5 1. 1/2 X 2 50. TUBULAR. RAIL 6. CONCRETE PAVING (REFER TO 4. 4 X 4 REDWOOD OR CEDAR 0 _ .. IS NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE REFER TO CONSTRUCTION PLAN. REPORT FOR MIN. THICKNESS FINISH SCHEDULE) POST a 8'-0" O.G. - TO BE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. 5. REINFORCING STEEL - REFER OF CONCRETE AND SIZE OF 2. CONCRETE STEPS REFER TO 3 ., -. REINFORCING STEEL. DETAIL E , THIS SHEET NOTE: ALL WELDS TO BE CONTINUOUS LOCATED AT TOP AND TOE} > TO SOILS REPORT AND GROUND SMOOTH, PRIME AND OF SLOPE WHERE OCCURS THI5 DETAIL 15 FOR REFERENCE ONLY. 6. EXPANSION JOINT - TYPICAL. 5. - /2 S0. TUBULAR STEEL POST PAINT (2) GOATS (SEE FINISH REFER TO DETAIL ON THIS SHEET 4. CONCRETE FOOTING SCHEDULE FOR COLOR} 4 # y.;i4 a GOi*ETRAGTOR TO USE ARCHES FROM THE 5. I X 6, I GRADE CEDAR 5PANI5H WALK SALES TRAILER. ALL CONCRETE WORK IDENTIFIED A5 PART OF THI5 DETAIL COMPACTED 5UBGRADE ALL CONCRETE AN:7 5TEEL WORK IDENTIFIED AS PART OF VERTICAL BOARDS 7 Uj 15 NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPETHI5 DETAIL IS NOT PART OF THE CITY OF PALM DE5ER7'S (BUTT JOINTED), ATTACHED YV CL DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. LANDSCAPE DEPARTMENT'S INSPECTION AND 5 7D NAILS V APPROVAL PROCESS, Q (5. FINISH GRADE Q Z Q IRON ARCH . (RELOCA7EI;) FROM` TRAILER) C7 GC1 NGR T FAV I NCB TU5ULAR 57EEL HANr;)RA I Lco = Z '-O" 7. CONCRETE FOOTING LoL I - _ 5EE INSET `A` MIN. 5 8. COMPACTED SUBGRADE J 0 4 � 3 I 2 6 2 a. GRAVEL BASE a 4 3 Z 5 W 0 4 2 141 5 6 , -0 NOTES: G� ALL CONCRETE THICKNESS 8 4 16 q 3 Wr0 6 STEEL REINFORCEMENT a SUBGONTRAGTOR SHALL DELIVER TO 51 TE ALL MATERIALS REOU I RED TO 4 AND BASE MATERIAL SHALL BE AS CONSTRUCT WOOD FENCES AND GATES. e a a a a a 4 4 4 \ f D oo E6 SUBCONTRACTOR'S VEHICLES WILL 0 J ESTABLISHED BY THE - -� - e GROSS S I D = M Q GEO7ECHN I CAL ENG I VEER. I I- Q o° - EWAL<5 AND CURBS AT 0 a Z a DE5€GNATED AREAS ONLY AND WILL BE 4 7 Q � a O DO O -I � D O O O � O � O 7 �� d. � I=1 rt __ = - � � � 4 RESPONSIBLE FOR ANY BREAKAGES I F ' ' J SEE NOTES ON THIS 4 � - o 0 0 � H _ D D D - Q I I ( I I DETAIL. I I I I I I Q o HE GROSSES NON-DESIGNATED AREAS. W o I - � If iii iit ii [- -iii iii i [ f ii [ iii [ [ i- ro D o D o O = 4 ALLY400DWILLBECONSISTENT IN COLOR ANI7 G - °E � g � o L RADE IF NOT, IT WILL o. (0 P 0 2 EXPAN51 ON JOINT 50ORE JO I NT SECT 1 ON I =1 =1 =I =I - a =� 1= 4 BE REPLACE AT SUBCONTRACTOR'S I �� ' 1 I-G�II � ( --I - I - t�! _ = 8 EXPENSE. SHEET DESCRIPTIONNOTE: ALL FENCES TO BE INSTALLED €N A EXPANSION .JOINT- TYPICAL 6. REINFORCING STEEL - REFER TO * I. 3 NOSE BAR _ NOTE: NUMBER OF STEPS PER = 4 = STRAIGHT LINE FROM PROPERTY PIN- CONSTRUCTION EXPAN51 ON JO I NT5 IN WALK5 TO OCCUR AT ALL CHANGES IN DIRECTION 2. F-XPAN51 ON JOINT REFER CIVIL ENG I NEER PLANS TO PROPERTY PIN (OR OTHER DE51 G SOILS ENGINEERS SPEC F I CATIONS AND WHERE NEW CONCRETE PAVING ABUTS L -- I- DETAILS FOR 51ZE AND LOCATIONS EXISTING SIDEWALKS TO DETAIL J , THIS SHEET _I I I O = q -NATED POINT). NO FENCE LINE SHALL 2. 5/5" WIDE FULL DEPTH ASPHALT AND/OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION 5. REFER TO GRADING PLAN +++- 1 f- WEAVE OR BOW MORE THAN 5/4". SATURATED FIBER EXPANSION 7. AGGREGATE BASE - REFER TO JOINTS IN AALKS IS 16 O.C. FOR CONTINUOUS WAL.K5 UNLESS FOR RISER HEIGHT B 5D 1 L5 REPORT I F APPLICABLE.GABLE. OARD OTHERWISE RECOMMEND BY PROJECT SOILS ENGINEER. I 2 ALL NAILS AND HARDWARE TO BE 4. CONCRETE PAVING - REFER TO PRE-GALVANIZED DESIGNED REFER TO SOILS ENG 1 NEER'5 REPORT FOR MINIMUM THI CKNE55 OF f� SMP 3. CONCRETE PAVING 8 FINISH GRADE CONCRETE, AGGREGATE BASE AND REINFORCING 5TEEL SIZE AN7D SPEC€F I GATI DNS. DETAIL 'G', THIS SHEET SEE FINISH SCHEDULE 5. 1/2" RADIUS ON NOSE 12 MIA. MIN. DRAWN TSR Q. COMPACTED 5L56RA1:)E - REFER OF TREADS �_ a ALL WOOD WORC IDENTIFIED AS PART OF TH 15 DETAIL CHECKED 4. I/4 RADIUS ALL EDGES ALL CONCRETE WORK IDENTIFIED AS PART OF TH 15 DETAIL W SNIP TO SOIL'S REPORT � �t �ENGE �ECiT 1 ON - I S NOT PART OF T1-fE CITY OF PALM DESERTS LANDSCAPE 6. CONCRETE PAVING REFER TO 4 � w AL L 15 NOT PART OF THE CITY OF PALM DESERT - 5 LANDSCAPE [[ [ [� 5. 5/4" DEEP X 5/8" WIDE (MAX.) DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. FIN15+4 SCHEDULE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DATE 03.j9.n7 TOOLED SCORE JOINT WITH o I/4" RADIUS EDGE5 WHERE OCGUR5 7. 5TEEL - REFER TO SOILS REPORT a� JOB H�.i 24454 SEE CONSTRUCTION PLAN 8. COMPACTED SUB-GRADE SonrlsaConstDetalls a. 5U15-BA5E MATERIAL - INSET 'A' SHEET NUMBER REFER TO 501L5 REPORT SEGTI ON ALL GONCRETE kNORK IDENTIFIED AS PART OF THIS DETAIL 1 - 1/2 = 1 `-O 15 NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE CD �i DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. I EXFANS I O° .JOINT I$ SGGRE JO I NT G0N,GRETE 57EFS 6AHr:: E 6 PLAN i'OR STEP LOGATIPREGfSE OF 15 SHEETS 06/19/07 I 2 Of I 5 SUMMERS/MURPHY PARTNERS, INC EACH 2 _ LANDSCAPE ARCHITECTS dJ 4 U197 COAST HIGHWAY, SUITE 200 DANA POINT, CAUFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 5 6 3 �Murpy P�r,q J 'A i it G O�C� 4 - - - - -� -� - - - - Signature 4 ( _ - - �3 7-31-08 11 - d = Renewal Date 6" - -:- ' g 5 _ I a 4 = !- `t'� ante �P I I-av M T 0 -� SECTION VIEW = I - I I I - 1= =1 ( CA I _1 I = f =1 f ( = SCALE: I/2" = I'-D" These drawings and/or the � GT aN accompanying specifications are the exclusive property of € € I ers, 24" MIN. I ncm andsthe�ir puse anda pubki- �,,,�'�..• � ...��• �`��. .._. � 2 7 cation shall be restricted to the I. STONE CAP (b. ADJACENT P} tiIING - REFER original site far which they I. ROLLED CEMENT GROWN were prepared. Re-use, repro- & :_.:...-� `:'�, -...�•_) (SEE TO FINISH SCHEDULE) TO CONSTRUCTION PLAN NOTE: du 'a rpublication by ny , O et� na a -. 7. 12" S" X €(" GMU - GROUT 50L.IL7 REFER T STRUCTURAL method, in whole or , 2. STONE GAP RELIEF 2. 6x&x I6 SLUMP BLOCK - part is ENGINEERS DETAILS FOR prohibited except b written . I� _ w. ILI (PROTO I I WALL)- REFER TO p p Y ' ALL INFORMATION PERTAININ& permission from Summers � .M '' _ } � _� � �:'i� :: 3 - I 3. STUCCO FINISH (SEE 8. #�. VERT. REBAR I�" Q.G. LEGEI�II7 FOR COLOR FINISH p / �_ : � � _ � , 1 "'�::. FINISH 5GHEDULE} TO REINFDRGEMENT, FOOTING Murphy & Partners, Inc. „� GROUT CELLS 50L I D ]! - _, ,„ SIZE, AND COVER. 1 Y 5. F I N I5H GRADE . �l I r f` _ ..._. : _ -� Q 4. #4 CONT. @ 24" O.G. MAX. a. CONCRETE FOOTING WITH #4 ........ ........: I ::, � r lA» .. MIN. 2 BARS CONT. REBAR 4. CONCRETE FOOTING _.. "3f""�' _ 3 �. �• 5. FIN 15H GRADE _._000 - ........ .....� 171 :. ..-� ALL MASONRY WORK IDENTIFIED AS PART OF THIS DETAIL ALL MASONRY WOR�C IDENTIFIED A5 PART OF THIS DETAIL ] �. J�.-..� ✓.1C 7 -, w �€ l . ,?v IS NOT PART OF THE CITY OF PALM DEBERT'S LANDSCAPE p = Ir '.. " �... I ry :I . ,� 15 NOT PART OF THE CITY OF PALM DESERTS L,4NDSGAPE ] DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. f ..:, r T,5 ,. D .. L....«,.:.> .-_ �... S w.w] `.._-. �'.`I - " �;-il:-.nc..-.,': F =tC�,.L}^� .e':.:m.:c: �..,,i r<-.-��� _:a:�:•l �. - __i",.� S•:..'�c C D RTINSPECTIOND APPROVAL PR,OGE55 .� T 5TUCCa SEATWALL W/ 570NE CASAFR070 11 5LU°MF 5LOCX HALL 3 � 7'-6" _T a FRONT ELEVATION 51 DE EL EVA710N 1 /2 1 1-011 5 L CIaC�a J 1/2 �� + 1 �_� �� '4 1 a 1. BRICK- GUSHAW HANDMADE 5 3 COLOR: 5HENANDDAH AVAIL. NOTE: CONTRACTOR. SHALL THROUGH VALLEY BUILDING PREPARE STUCTURAL ° MATERIALS. DETAIL/SHOP DRAWING FOR PERMIT PULLING PROCESS. SHOP 2. STONE VENEER-ELDORADO DRAYVIh[G SHALL BE REVIEWED STONE FIELD LEDGE VENETO BY L..A. PRIOR TO STARTING I 0 o � AITH TAN GROUT AND OVER CONSTRUCTION. VAIL. THROUGH a - MUDDED. ,� I € SECTION VIEW III 1=I I�f [ VALLEY BUILDING MATERIALS. FIREPLACE MAY BE 5G�4LE: I/2" = I '-O" =1 I I : - CONSTRUCTED OF BLOCK OR -E-� , I I - 1 I I I I I=` 5. HEARTH GAP, 550 COUNTER TOP PRE-FABRICATED. I I���I[I f��[[I���I I I�f�i (� AND BACK SPLASH GAP TO BE T I a1.F.67 F.N Zo)"ARTILL.O CAFE BLEND" FIREPLACE 4 550 TO BE I �� ^ I -a �� COFFI NG BY ARTO BRICK. USE PROPANE GA5 BURNING ONLY'** 6 1. ROLLED CEMENT GROWN WITH STUCCO FIN 15H Q � CO 12X12 PAVERS GUT A5 NEEDED 0 oC � FOR BACK 5PLA5i 4 AND CONTRACTOR SHALL INCLUDE 7 2.6x5x 16 GMU - GROUT GELL5 SOLID D N COUNTER TOP. ,WAIL. AT DELUXE LOG KIT, OUTDOOR I. FINISH GRADE co N CLASSIC TILE AND MOSAIC. FIREPLACE SCREEN $ OUTDOOR 2. PAVING MATERIAL (SEE FINISH 3.5TUCG0 FIN15�i - REI~ER TO LEGEND Z r 060) 545-0051 F I REPLACE TOOL KIT SCHEDULE) 5. 4 MIN. CONCRETE SUB-POUR 4.F I N I H GRADE 04. _ SPARK ARRESTOR AS ALL MASONRY WORK IDENTIFIED AS PART OF THIS DETAIL REFER TO SOILS REPORT � J � � s-. CO CO REC�UIRED BY GODS. 4. STEEL REINFORCING REFER TO 5.CONGRETE POSTING � � m IS NOT PART OF THE CITY OF PALM DESERT'5 LAND5GAPE �. 9 5. GAS VALVE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. SOILS REPORT 6.COMPACTED SUBORADE - REFER TO SOILS REPORT 0 r M 5. GROUT (SEE FINISH SCHEDULE) b. STAINLESS STEEL BB0 W/ BOOR 6. SUB-BASE MATERIAL - REFER TO NOTE: co 5ELEGTED BY OWNER. 501L.5 REPORT - REFER TO 5TRUGTURAL Z 7. COMPACTED 5U$GRADE ENGINEER 5 DETAILS FOR ALL INFORMATION PERTAINING TO �. PROPERTY LINE BLOCK WALL. REINFORCEMENT, FQDTIN& SIZE, AND COVER. IL POT t PLANT TO BE SELECTED ALL MASONRY WORK IDENTIFIED AS PART OF THIS DETAIL ALL MASONRY WORK IDENTIFIED AS PART OF THIS DETAIL ul BY OWNER, 15 NOT PART OF THE CITY OF PALM DE5ERT5 LANDSCAPE 15 NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. DEPAR7MENT'5 INSPECTION AND APPROVAL PROCE55. Q Q CO � Z F I REFLACo W/57A �lL-E55 STEEL_ 550 E FLA�70NE ON 70F OF C,0NC RETF- E3A5E STU a FIB 5H �La�K WALL - o oc 0 � I. 3 1/2" THICK POURED IN PLACE CONCRETE CAP z - WITH A I" CANTI LE I VER EDGE. MATCH CONCRETE I 0 Q PAVING REFER TO FINISH SCHEDULE. co 01 I 2. "OBLEQUE SCUPPER" 5053005 , 3O" 2 r Z 51 NGLE SCUPPER 00L_OR TO BE "SAND" Nt/ 3 2 W SAND BLAST FINISH. BY DESIGN CAST � � 0 PRODU075. www.deslgncastusa.com 5 J W 771 ALLOW 6-5 WEEKS LEAI? TIME. �JNIHE 3. AATER FEED LINE, SIZE A5 NEEDED 4 J 4. WATER LINE _ Q II 5 az r� 5. 6 X6 KASHMIR LIGHT SLATE VENEER TILE SET Q U. -all I AT 45 DEG. WITH BUTT JOINTS. W AVAILABLE FROM VALLEY BUILDING MATERIALS (-760) 3g I-g713 . - -- -�-- 6. SUBMERSIBLE FOUNTAIN PUMP SIZE AS ° ° 4 CT p •� I [ [ I 0•Q V 0 0 °� �' � H � � ;. L VATI a �. 2' 50. HEAVY GAUGE PLASTIC LINER/TUB SHEET DESCRIPTION _ L., . : L, .. .. .� _ F WITH WATER PROOF GROMMETS AT _ Aa I O .......I :I::I::I_I:::.., i ..:::. I Y� I O ELECTRICAL AND WATER FEED LINE CONSTRUCTION 7 7 ........ ........ CONNECTION. NOTE: ~ TI aI 5GTI DETAILS �......., POOL CONTRACTOR 15 S 8 I:,,;,;;:I 8. 5/4 50. PLASTIC TUB 1 NG. GLUE TO S I DE5 t t E RESPONSIBLE FOR PREPARING OF LINER 6 BELOW FINISH SURFACE. _I-......11 ..... i i:..._...I I I::::::::I I:::: 1 ......... DESIGNED : :....... FOUNTAIN SHOP DRAAING5 :::::::I I NGLUDI NG PLUMB 1 NG, ELEGTR I GAL 9 5/5"-5/4" 10 GA. STA I NLE55 STEEL GRATE. SMP ICI„I Imo[II„ I AND 5TRUGTURAL ELEMENTS OF I. F I N I S+� GRA►DE 6. SUB-BASE MATERIAL REFER �..'.. :: I:: 1 I L, :L.[.[,:::::::: I. FINISH GRADE 6. SUBBASE MATERIAL REFER .....:I ::::::[[[I: I:::::::_I CONSTRUCTION. THIS DETAIL I5 10. 1"-2" "BLACK MEXICAN PEBBLES" FROM TO SOILS REPORT 2. 1/4" RADIUS ALL EDGES TO BOILS REPORT DRAWN TSR 2. TILE BAND (BEE FINISH I. I_I_I:......, ........ I NDED TO CONVEY DESIGN 7. COMPACTED SUBGRADE CHECKED I::::::::III::::::::: ::::::I ..III.......III......... . CONCEPT ONLY. SHOP DRAWINGS VALLEY' BUILDING MATERIALS. SCHEDULE) 7. COMPACTED SUBGRADE 3. SEEDED AGGREGATE CONCRETE SMP (76O) 3gI-I_Tg5 �, (SEE FINISH SCHEDULE) S. 1" MINIMUM 2" AT TURF AREAS I '.. [ SHALL BE REVIEWED BY L.A. 3. CONCRETE PAVING (SEE 8. I MINIMUM, 2 AT TURF AREAS DATE �:::.: PRIOR TO START OF FINISH SCHEDULE) 4. REINFORCING STEEL - REFER 03.19.07 k-[-I ...... .... ... 11......1 I ::::::::I I €. BXSX 16 GMU BLOGiC PINWHEEL LAYOUT TO "' NOTE: NOTE: I ;: ::: B N :.1..:......1 L.......I L_1..:.:..: : ........ ......:.....::.......LI_.-----_..1--.. ...._..-.....1__II III CONSTRUCTION. FORM 2 FT SQ ROUGH PILASTER BEFORE 4. REINFORCING STEEL REFER TO SOILS REPORT JCS Q III::::::::III::;::._:::::::III::::::::I I _ VENEER. POOL CONTRACTOR SHALL TO 501 L5 REPORT REFER TO S0 I LS ENGINEER'S REFER TO SOILS ENGINEER'S i 24454 � 1 1 5. EXPANSION JOINT REFER TO REPORT FOR MIN. THICKNESS RLE ENG 1 NEER PILASTER CONSTRUCTION AND REPORT FOR MIN. '7H I CKNESS or�r�saConstDetails FOOTING. 5. EXPANSION JOINT REFER TO OF CONCRETE AND 51 ZE OF DETAIL OF CONCRETE AND 51 ZE OF DETAIL REINFORCING STEEL. REINFORCING STEEL. SHEET NUMBER ALL MASONRY WORK IDENTIFIED AS PART OF THIS DETAIL 12. COMPACTED SUBGRADE. ALL CONCRETE WORK IDENTIFIED AS PART OF THIS DETAIL ALL CONCRETE WORK I DENT I F I E�.7 A S NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE 13. FIN€SH GRADE. 5 PART OF THIS DETAIL DEPARTMENT'5 I N5PEGTION AND APPROVAL PROCESS. 15 NOT PART OF THE G ITY OF PALM DE5IERT'S LANDSCAPE 15 NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE CDm2 DEPARTMENT'S INSPECTION ANI7 APPROVAL PROCESS. DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. H 05LEOUE 5�UF�ER FOL NTA I N CaN�RETE FAV I Nr-7 W 1 TH T 1 LE EA1�D G SF.EDED A67GRE&ATE FAV I NCC7 of �5 SHEEfS 06/19/07 surface to reveal small surface fines while not exposing aggregate. 2. Douglas Fir, Redwood, Western Red Cedar or as shown on the drawings. Alternate method, after initial set, surface to be washed with a diluted solution of muriatic acid and water, and brushed to reveal surface lines. 5• Posts, Plates and other at- tads connections to be Redwood, Western Red Surface must be continuous) wet to avoid ocld burn. cedar or pressure treated ouglag Fir as shown on the drawings. y 6. Clman-U 4. Hardware - columr bases - 'Simpson Strong Tie' or equal. Post caps and p strap ties - Simpson Strong Tie or equal. Joist hangers and heavy angles - I. Upon completion of work, remove all forms, debris, material and tools from 'Simpson Strong Tie' or equal. Screws, hinges, nails, bolts, and washers. all SUMMEtiS/MURPHY PARTNERS, INC site. hardware material to be galvanized. LANDSCAPE ARCHITECTS 34197 COAST HIGHWAY, SUITE 200 629 Not all finishes Include in this So clflcotlgn sheet mall be included 11. BLOCK MASONRY 5. Stain and paint - as selected and shown on drawings.- refer to finish schedule (94)4�i446' FAX (949)CAUFORNIA 2443.16M as art of the finishes in icoted orf the construe ion pla Finish schedule but have been included for "bid alternates" indicated on finish schedule Scope of Work - Provide all labor, materials, tools, equipment, transportation and 6. Concrete - Glass A minimum 2000 F51 at 25 dogs. or to provide min. specification for builders "option" offer to its buyers. necessary incidentals For the completion of all block masonry as shown on the y drawings, including but not limited to the following: 5. Rough Carpentry ¢�o k. Mur�,yFgp 1. Set all posts, booms, rolls and framing plumb and true to line as shown on I. CONCRETE A. Materials the drawings. Scope of work - Provide all labor, materials, tools, aq,uipment, transportation and 1. 5lump block units meeting grade A, ASTMi C-510, concrete block units Grade necessary incidentals for the completion of all concrete flatwork as shown on the A, A5TM 0-10. 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 nail and/or bolt holes for all hardware. 7-31-08 � A. Mlaterla Is 2. cement - Standard Portland and Cement A5TM designation 0-150 Type I or 11, it Renewal bake low alkali. 3. Ease / sand all top edges of exposed lumber for bench tops, low walls, etc., x date �P I. Cement - Standard Portland Cement, per desi�motion C-150 of the A5TM where surface contact is provided. OFF-CA Type II, III, or V, low alkali, single brand throug out. Refer to Soil Engineer's 5. Sand - Glean, well graded ASTM designation C-144. Report for Reeommendatlans. g g 4. Post base - set post column base as shown on drawings, providing minimum These drawings and/or the I" clear all sides from finished post base to t0 of ovin accompanying specifications 2. Aggregate A5TM 5peeificatlon C 33 3/4 maximum size. Decorative 4. Water - Water used shall be of potable duality. p p p g are the exclusive property of aggregates or pea rock as shown or drawlrgs. Fire natural sand, Well graded 5. Countersink nails and bolts in all locations where surface contact is Summers/Murphy & Partners, conforming to A5TM 0-144. Refer to finish schedule on construction plans. 5. Steel - Reinforced steel for wall to be Grade 40 deformed bars A5TM provided, i.e., bench top etc. one. and their use and publi- designation A-165. cation shall be restricted to the original site for which they 3. Water - Water used shall be of potable quality. G. Painting and Stain were prepared. Re-use, repro- 6. Concrete - Class A concrete minimum 2,000 PSI at 28 days. I. Fill all seams and cracks with Latex caulk and/or wood dough to insure on duction or publication by any 4. Steel - Reinforcin steel for decks and walks to be intermediate rade even surface. method, in whole or port, is g g 7. Mortar - by volume, freshly prepared, uniformly mixed in ratio I ppart cement prohibited except by written deformed bars conforming to A5TM A-615 and/or Grade 40. Mesh ASTM 1/2 art lime putty, 4-1/4 arts sand conformin to A57M C-27s Omit lime r permission from Summers/ A-4q6, size where shown or drawlrgs. putty if plastic. cement 1s used. g 2. Sand smooth all exposed surfaces is specified as 545. Murphy & Partners, Inc. 3. Prime all pointed surfaces wlth one coat primer. 5. Expansion Joints - Asphalt impregnated felt. Polyfelt Ethafoom as indicated $. &rout - by volume freshly prepared, uniformly mixed I part cement, 5 parts on the drawlrgs. sand, 2 parts pea gravel. 4. Faint with minimum two finish coats for painted surfaces. 5. 6. control Joints - Saw cut Dint 1/4 of slab thickness. Hand tooled score Dints B. La in of Masonr Stain with minimum two finish coats for stain surfaces. J J yg � 1/4" deep minimum where shown on the drawings. I. Lay all masonry straight and true to line with vertical Joirts plumb over each other. Horizontal Joints shall be level. Headers and corner units to show D. Protection and Cleanup 7. Gold Joints - Butt type, butt type with dowels. Screed key joint as Indicated finished faces where exposed. Joints and bond pattern to be as shown on I. Protect all existing work from paint overspray. on the drawin s. the drawings. 9 2. Upon completion of work, remove Z all scrap wood, debris, materials and Z C. Reinforcing tools from site. 8. Joirt 5ealant - Two parts Polysulfide sealant as manufactured by Thiokol, _ I. All bars in masonr shall be lopped a minimum of 40 bar diameters. Dowels Glass A5 self levelingor multi-part of urethore construction sealant b y pp V. Metal Work P p y y for walls and columns to be some size as wall reinforcin Refer to L.M. Scofield, in matching color. Structural Ergineer's specifications for all steel sizes and locations. 5cope of Work - Provide all labor, materials, tools, ec1,ulpment, transportation and necessary Incidentals for completion of all metal work where shown on the 1. Curing Material -- Hunts process MD70. 'Lithochrome' color wax for color D. Gutting of Masonry drawings, including but not limited to the followirg: O conditioned concrete by L.M. Scofield, it matching color of concrete as I. No cutting of masonry units shall be allowed unless shown on the drawings. A. Materials indicated on the drawings. I. Steel tubin in sizes shown on the drawin s A5TM designation 500 and or E. Groutln of Masonry g g g / <1<.<I< I. 6routt all cells w th vertical steel solid as shown on the drawin s. hand forged, cold rolled wrought iron In sizes as shown on the drawings. 10. color conditioned concrete - 'Ghromix' admixtures for integral colored 9 concrete by L.M. Scofield company. 2. Hardware - hinges, latches, bolts, washers, screws, etc., to be heavy duty. 2. Grout all cells below r grade solid. Refer to constructior details for- "specific" hardware specification . II. Dust-On color - 'Lithochrome' color hardener by L.M. Scofield company. 5. Provide minimum 5/4" between steel reinforcing and blocks. 3. concrete - Glass A concrete minimum 2,000 PSI at 28 days and/or 12. Surface Retardant - 'Llthotex' top surface retarder as menufactured by 'For-Rock' as shown on the drawings. L..M. Scofield company, or 'Sika' surface retardant or 'Rugesoi' as F. Weepholes ,I , manufactured b 51ka Gor .oration. I. Open Joint weep holes at 52 O.G. maximum on bottom course of retaining 4. Paint - Zinc Chromate primer, Rustaleum finish surface coats or equal. y p walls with I cubic foot gravel if shover on drawings or approved drainage Metalizing or golvorizing or powder coating if shown on the drawings. system per Structural Engineers Spec lflcatlrans. B. 5ubgrade B. Fabrication and Installation I. c5rade all subgrades to a uniform depth and compaction. Moisten all G. Expansion Joints I. Contractor shall make all measurement for fabrication in Field prior to subgrades prior to pouring of concrete. I. Provide vertical expansion Joints In wall per local code and 5tructurol starting work. 2. Gut all footings in undisturbed or compacted soil. Ergineer's speciFicatlons. 2. Horizontal bars to taper with grade or step with grade as shown an the 5. Place sand or arr��gregate base as directed in the site specific geotechrical H. ^oter roofing drawings. Vertical bars to be plumb. O report and instaTlatlon recommendations. Contractor to obtain a certlfled 1. Waterproof all retaining walls below grade with asphalt emulsion, 2 coats. copy from the gereral contractor or owner. C. Welding G Forms I. Gleaning I. Welding to comply with the requirements of standard code for ARC and1. W I. Glean all masonry work, remove all mortar stains. as weldln . U only finished l tuber. Set all Forms true to grade n 9 g > Use yu g and position. 0 � op 2. Moisten all farms riot to pouring of concrete or use approved form 2• Upon completion of work, remove all mortar droppings, debris, materials and 2. Weld to only clean, rust--free surface. 0 QD p p 9 pp tools from site. CV Q release agents. 5. All welds to be continuous and free of cracks, craters and porosity. Tack C3 III. BRICK MASONRY r Expansion Joints welds not acceptable. �C D. Ex p 5cope of Aor�C Provide all labor, materials, tools, equipment, transportation and 0 r I. Place expansion Joints in concrete at intersection of concrete and Fixed necessary incidentals for the com letion of all brick or stone masonr as shown on 4. Grind smooth all exposed welds, match adjoining surfaces. structures, i.e., garage, walls, base of steps, pool bond beam as indicated on the drawin s, including but rot limited to the followln : y °U J CO CO 9 g g D Z .-. the drawin s. 5. Plug all open ends and tops, and weld. �' _ g � p p � � C� > o� 2. Place control Dint in concrete not to exceed a horizontal s acin as A. Materials - D. Painting LO W p g I. Brick or stone conforming to ASTM A 62 grade MIN as shown on the drawings. I. Prime all metal work with one coat Zinc Chromate rimer. specified by a soils engineer. p 2. cement - Standard Portland Cement A57M designation C-150 Type II III or 2. Paint all metal work with 2 coats 'Rustoleum' in semi-gloss or flat as shover co 3. Place construction Joints in concrete where casting on concrete is to be V Iow alkali single brand throughout. Refer to Solis Engineer's report for or the drawings. Paint to be 4 mils minimum dry thickness each. stopped and subseduent casting is to be started. recommendations. 3. Prime and paint per above, all field welds. E. Concrete (L I. Glass A concrete shall contain not less than 5 sacks of cement per cubic yard 5. Sand - Glean, well graded A5TM designation 0-144. a E. Protection and Cleanup and be proportioned to attain a mlrimum cylinder strength of 2,500 PSI In I. Protect all existing work from paint oversproy. 4 25 days. Compressive strengths are to be determined In accordance with 4. Water - Water used shall be of potable duality. ASTM 0-5Q. The sluMp shall not exceed 4". Refer to the sites specific. soil 2. Obtain Fire permit where required for on-site weldln . e� p q, g � p _ report far site specific concrete mix Specifications and steel reinforcement. 5• Steel - Reinforced steel for walls to be Grade 40 deformed bars ASTM 'Q Z 0 designation A-165. 5. U on corn letion of work remove all scrap iron p p p , debris, materials I s and C/� Z 2. Concrete mixing - All transit mixed concrete shall be mixed and delivered in tools from site. � 0 accordance with the re ulrement of Standard Spec. for read mixed 6. Mortar - by volume, freshly prepared, uniformly mixed in ratio I part cement, U. g, p y 1/2 part lime puttyy, 5 parts sand, conforming to ASTMi C-270. Omit lime putty concrete A57M c-Q4. if plastic cement is used. Z J O a � F. concrete Finishing 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 Dement, _ Q edge to remove all lrregularitles. Float to a smooth surface, steel trowel, 3 parts sand or I part cement, 3 parts sand and 2 parts pea gravel. H � � Z and ed a to an even hard surface. Score as indicated on drawin s. Use a new manila hem bristle broom. Brush markings or slob in uniform Fashion perpendicular B. Laying of Brick CONTRACTOR (QUALIFICATION NOTE: W 2 p g p p I. Lay all masonry stral ht and true to line with brick vertical Joints plumb over ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LIGEN5ED G-27 J W I to form edges and across width of walk / drive or as shown on the Ian view drawin s. W g p g each other. Horizonta� Joints shall be level. Headers and Darner units to show � finished faces where exposed. Joints and bond pattern to be as shown on ALL CONCRETE CONTRACTORS SHALL BE GALIFORNIA LICENSED C-8 Q O 2. Rock Salt Finish - Tamp fresh concrete with heavy metal grid. Screed with the drawings. ALL MA50NRY CONTRACTORS SHALL BE CALIFORNIA LICENSED G-29 straight edge to remove all lrregularitles. Float to a smooth surface, steel C. Reinforcing . � J trowel and edge to an even hard surface. Score as indicated on drawings. I. All bar n masonry shall be lapped a minimum of 40 bar diameters. Dowels M 4 Hand broadcast rock salt in even distribution and tam In. Wash off concrete NOTE: (L Z p for walls and columns to be same size as wall reinforcing. to M � a with enou h pressure to dissolve rock salt after concrete has set. obtain Structural En sneers details and eclficatlons for all steel sizes - g p pLL and locations. Cap �to be provided to contractor from owner. ALL CONCRETE MASONRY WOOD AN J D 5TEEL WORK IDENTIFIED I F I ED A5 3. Pea Rock Retarded Finish - Tamp fresh concrete with heavy metal grid. y p PART OF THESE SPECIFICATIONS ARE NOT PART OF THE CITY OF PALMw� Z W D. Cutting of Masonr � 5creed with straight edge to remove all irregularities. Float to a smooth I. Use masonry saw far brick cuts unless specified otherwise. Bricks cut less DESERT'S LANDSCAPE DEPARTMENT'S INSPECTION AND APPROVAL �. surface, steel trowel and edge to on even hard surface. Apply surface than 1/2 lergth shall not be used. Stone to be cut with chisel and hammer. PROCESS. a. retardant to finished surface, prior to initial set per manufacturer's recommendations, L.M. Scofield, using sprayer, providing even distribution. E. &routin of Masonry IT IS THE OWNER'S RESPONSIBILITY TO OBTAIN ANY ADDITIONAL Reveo I aggregate by using water Jet and coarse f fiber brush to remove 1. 6rout core wa I s solid as shown on the drawings. APPROVAL5 Ti4AT ARE NECESSARY FOR WORK THAT 15 TO BE SHEET DESCRIPTION retardant paste from surface, washing thoroughly until surface Is clean and PERFORMED AS PART OF THESE PLANS / SPECIFICATIONS UNDER OTHER exposure is complete and uniform. 2. Provide minimum of 2-i/2" �raut space between double brick walls. Provide DEPARTMENT'S JURISDICTION. minimum 5/4 between stee reinforcing and brick. CONSTRUCTION 4. Hard Seeded Aggregate Finish - Tamp fresh concrete with heavy meta 1 grid. SPECIFICATIONS 5creed with straight edge to remove all irregularities. Float to a smooth H. Waterproof in surface. nand seed surface in uniform fashion over entire area keeping stone I. plater roo� all retainin walls below grade with asphalt emulsion, or other as 9 g p 1/2" minimum from edges and expansion Joints. Tam aggregate to a uniform apecif ed by Soils Engineer. 9 P J p depth below g and Sealing DESIGNED concrete surface. 1. Cleaning SMP S. Stamped Concrete - Tamp fresh concrete with heavy metal grid. Screed I. Glean all masonry work. Remove all mortar stains. Remove alkali with solutlor DRAWN with straight edge to remove all irregularities. Float to a smooth surface. of muriatic acid and water. Apply clear sealer to exposed surfaces if shown SMP Apply color hardener 'Lithochrome' by L.M. Scofield by the dry shake on the drawings. CHECKED method usin a minimum of 60 pounds per 100 square feet. I Ir 2 or SMP g p p ap y 2. Upon com letion of work, remove all mortar droppings, debris, materials and DATE more shakes and float after each shake. Trowel onlyafter final floating p p 03.?9.07 g tools from site. while concrete is still plastic using imprinting tools to make pattern as JOB NO. shown or the drawings. Apply color curing compound 'Lithochrome' color IV. CARPENTRY 124454 wax by L.M. Scofield Company using roller or sprayer. If 'Bomacron' type 5cope of work - Provide all labor, materials, tools, equipment, transportation and CAD FILE surface is shown on drawings, a release agent must be applied prior to necessary incidentals for completion of all carpentry as shown or the drawlrgs, Sonrisa-Consts ec texturing the concrete. Color curing compound may optional,tional, as includirg but not limited to the following: SHEET NUMBER indicated on the drawings. A. Materials 6. Sand Finish - Tamp fresh concrete with heavy metal arid. Screed with I. Wood - rough sawn, resawn, surfaced 4 sides where shown on the drawins, straight edge to remove all irregularities. Float to a smooth surface, steel straight, sound, free from marks, pin head knots, sap pockets, slivers, ong CS =1 trowel and edge to an even hard surface. Prior to set, lightly sponge checks. Select grade or better where shown on the drawings. 0 0 N S T R U CJ 7 I 0 N SPE(foolFICooATIONS OF 15 SHEETS 06/19/07 Ur/L/rY SYMBOL L (SPENV STUB-OUT LOCATION; ® TYPICAL A/G LOCATION , KEY MAP TRAN5P'ORMER (A YE &ROUND) ... REFER TO NOTE 'B' RIGHT CONTROLLER LOCATION; POINT OF CONNECTION; r"° PRIMARY PULLBOX PrLV3H) sQ REFER TO NOTE 'C' RIGHT REFER TO NOTE 'A' RIGHT ,®u MAILBOX &;, �S'T � � �: uNUMMEitS/E�ARRCHITECTS PARTNERS, INC ® 11"X30" EL.EGTRICAL BOX (FLUSH) 34197 COAST HICHWAY, SUITE 200 11"X90" TELEPHONE BOX (FLUSH) �CIA Gy DANA POINT, CAUFORNIA 92629 / �'ji (949) 443-1446 FAX (949) 443.1631 n q"Xq" GABLE TV, BOX (ABOVE6ROUNU) � •' C '9 y I r y' �L i 7 p IRR16ATION CONTROLLER / POWER PED 0 l ,,�.... .......,�... .... . . ... ....�..., .... ., ... ... .., .... �...�..�...... �...,., ,..... ,",,... �,....,�, ...... r I o 4 `,) 1 t �.� '� i � .. � � •- .,,.- ., �' '•' GCX:I PIKE HYDRANT I 1 I P GUSTO {..1�(f Y-: 1 �F.� Mur W. ' �� I{11f SEO i .; ;' 1:, 3 WATER METER Ahy '4.pc f o r y ............................................................................. , YARri DRAIN ® m C f , , 9 `;x, 1 3 i.; ii l � � • ,, „ Signature .... ....... ........ . EaRATE INLET 9 f • • 7 31 0& 1 2fiE 3 - _ ® BUBBLER BOX ~ Renewal Date € i....... ... ................. . ..... > g.. ..I.. 4� ........... .. ,,,, ,,,, -——- DRAIN Pft� TE _ w i FLOA LINE " 6 .,.. _.........._... i � IIIOY BOLLARD LIGHT These drawings and/or accompanying specifications !: ,s THIS P G are the exclusive ra erty cf p �_ 1 w. LIGHT FIXTURE LOCATIONS NL�� P P 34 FRANK SINATRA sc 3 1 OWNER 5HAL.L {+AVE THEIR ELECTRICAL l T Inc. andSummerstherirpuce andapublic ::: ::::::::::::::. ENGINEER RECOMMEND ACTUAL FIXTURES. 1" : cation shall be restricted to the NOT To 5G L-Eo,� or 04E..... . ...... r-• 4 ,' ! ELECTRIC ENGINEER 5HAL.L BE 14 �r`j RESPONSIBLE i=OR ALL ELECTRICAL- A origincl site for which they t DESI&N AS NEEDED TO MEET THE CITY OF were prepared. Re-use, repro- : � I w e __ 11" :_` { r PALM DESERT'S LI6H7%9 ORDINANCE. LOCATION diction or publication by any f. :l III 1 YE r : method in whole or art is 11/4" _...... ! .. 2 60 3� part, ALL L16HTIN6 5HALL BE APPROVED BY prohibited except by written : TT-TTn i i R .. - : I ::::::: . ............. Mu 8c Partners, Inc. T C O P DESERT PLANNING permission from Summers/ �. ........ Murphy P s, •••„ ............... � ���•� � DEPAI�TMEN7 'PRIOR TO INSTALLATION 3142 J4« 3/4 Is , > p III ,. �............ is ( 1 I 1 ❑ 34 1 1 ...mow rn 3 1 " FALLOW AREA T AA I - L .I ' _....._....._-.._ i Ui. /3/4 212E T3NiPR. f "" GCL PAI i �".ALLC1^i AREA _ 3 4 3 S 4 wT> V T ATTNrAP. aiatiN f I ' III " r , , , / € i �� �.�NI`��iL�N i�l.-<��i �:':�•'_�. :.�� �L'r��.`i : C I ....... � , i --- --- Ot-- AL.M � SIEE T AI R A7 _..... 7 5 _ Vim... ! 182E LATER SATE. ` L AREAS ON TH[ } LA1� <<1<1<1<�<J 1N _. I4 4PARKING $ 21 eH ............................... ... r E i LOT s , ................................._.., ._........__............ ...._...... s , ................. e cl ................... ..... I :I A —n............. Q s,,, _ . m' 11/4 4R o ., .. .� ' w : i 3/4 I:, :, " :... ffI Ill _ .__.. 474 :... ... ...... T TT- : T ` T l : T PASEO GUSTO : r.' - LU : .. ... .. . . .. T co —.......................... �.........� , , , , N R •.. O : Lu ............. _ o Z a _...._ �.... ... .. . .. ... ... .... : .a• •-- - , LLLLLLLLL CO LLr CO �.._ __..... ........�. ,. �_._ �......._� . .. ......�.......� ... .......�.........� co N DEL CORAZO r PASEO ,^ ... .,ate.....• ...; ..... y •, «:y ♦� .. .. .. „ Lo .. ..... ...::5... .M . • . • `. . ... 11 •. ... ......... „r,,�.�................... ,,��j�'; NOTE A• ,:. POINT OF CONNECTION 10 SHALL BE A 1 DOMESTIC WATER METER WITH A 11J2 r �► SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE ® AREA SERVED BY METER #10 FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESEco DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED Z LANDSCAPE IRRIGATION WATER METER- 1 Wl 1-1/2 SERVICE IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION ® S C LINE CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY LOCATED AT 12+19.5 PASEO GUSTO RD. CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE Maximum Design Meter Flow Rates RESPONSIBILITY OF THE CONTRACTOR. a TOTAL AREA=40,B81 Sq. Ft. (0.94 Acres) 3A" = 23gpm ( J (40gpm per Planted Acre) x(0.94 Acres)=37gpm V = 37gpm STATIC WATER PRESSURE 90 PSI a Veter flow rates for V Meter= 24-37gpm 1-1/2" = 80gpm DESIGN WATER PRESSURE 87 PSI 2" = 120gpm MAXIMUM SYSTEM DEMAND 21 GPM CITY OF PALM DESERT RESIDUAL WATER PRESSURE 23 PSI Q a z � rA SUB-ASSOCIATION LANDSCAPE IRRIGATION ZONE #10 NOTE B: (� z Z HALL PR VIDE IRRIGATION M WATER CONSERVATION STATEMENT CONTRACTORS OMAINLINE STUB-CUT AT THE LIMITS OF JT WORK FOR FUTURE ADJACENT IRRIGATION CONNECTION, CONTRACTOR SHALL a ROUTE A MIN. OF (2)TWO COMMON WIRES AND (35)THIRTY-FIVE CONTROL WIRES LL THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE FROM THE CONTROLLER TO THE LIMITS OF WORK AND SHALL INSTALL SAID WIRES z J '� PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. WITHIN A ROUND GREEN PLASTIC PULL-BOX FOR FUTURE SYSTEM CONNECTION. Q W THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER CONTRACTOR SHALL VERIFY IRRIGATION SYSTEM LAYOUT IN FIELD WITH OWNERS r AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING AND PRIOR TO STARTING WORK. Q co USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE REQUIREMENTS. NOTE C: Z CONTROLLER SHALL BE A WJIlEATHERTRAK MOD. #"Yv7PR02-42-SPT-RI"42 STATION W 0 INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL co 2 LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH J CERTIFICATE ❑F PROJECT COMPLETION OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. Project Narte,_________________ Parcel Map or Tract No,,_________________ NOTE D Project Locations________________________________________________ MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING', FOR CLARITY ONLY. J ACTUAL LOCATION OF MAINLINE AND RELATED EQUIPMENT TO BE WITHIN PLANTER AND = Cl) a z Maximum Water Allowances___________________________________________ N OTE: A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. CO M Q (In hundred cubic feet) NO TREES SHALL BE PLANTED WITHIN _ * U. Z 0w Estimated Total Annual, Water L1sei NOTE E: C. V. . D. EASEMENTS OR RIGHT— OF WAYS. BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, w � W ________________________________________________ (In hundred cubic feet) ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES —` 03SA15BB07 AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE, CONFIRM ALL LAYOUT � U PretImInary Project Documentation Submitteds (Initials indicates sulomIttal) N OTE: NO CONFLICTING UTILITIES WITHIN Sweeney + associates IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. p. � � (� 2 IRRI43ATION DEG IG N AND CONSUL TIMO PROJECT AREA. Calromis i. Grading design plan 38730 Sky Canyon Drive,Suite C NOTE: SHEET DESCRIPTION Murrieta,CA 92583 ANY CHANGES TO THE APPROVED PLAN MUST BE 2, Landscape design plan 951.461.6830 p-951.461.6850 f email(Msweeneyassoemm SUBMITTED IN WRITING TO THE CITY OF PALM IRRIGATION 3. Irrigation design plan wwwsweeneyassoaCorr DESERT FOR APPROVAL PRIOR TO INSTALLATION Murrieta,Califomia'Austin,Texas Ft.Lauderdale,Florida PLAN 4. Irrigation schedules Post Installation Inspections (Initials indicate completion) A, Plants Installed as specified DESIGNED STATEMENT OF WATER CONSERVATION $� B, Irrigation systems installed as designed Comments, Please note inth the in improving o efficiency utilized onthis project directed specifically Gf� OF PPALM VESER7 DRAWN S&A ----------------------------------------------------- 9 p g y irrigation system. CHECKED f NSf05G rf 4N SGf��17LJLE No rB S&A ____________________________________________________________ Utilization of high-efficiency point source drip. REFER TO THE TITLE SHEET FOR THE CITY OF DAME Irrigation zones separated by plant material types. , 'These plans have been reviewed by the Coachella Valley Wafer Distna in PALM DESERT 5 INSPECTION 5GF+EDULE. T accordance with Water Code Title 7,Division I,Cha er 3,Article 20.8,Section 03.19.07 A copy of this certification has been provided to Owner/Developer and District Irrigation zones separated by exposure and orientation. A E � Utilization of controller with water budgeting feature. R the 1 cat seq,requiring euirin efficient landscape scap and irrigation ro design o cooperation with JOB NO. 65597 et �' � S aPg Commentss----------------------------------------------------- governing agency( ty) pp drawing by CvwD 124454 staff does not constitute approval to encroach into district and USBR Rights-of-Way. AN IRRIGATION AUDIT, IN COMPLIANCE WITH THE STATE OF CALIFORNIA p Trees,plants,walls,and permanent structure of any kind may not be planted or CAD FILE ____________________________________________________________ LANDSCAPE WATER MANAGEMENT PROGRAM, SHALL BE PERFORMED BY A T R l G installed in CVWD and USBR easernents or right-of-way without first obtaining an CERTIFIED IRRIGATION AUDITOR PRIOR TO TURNOVER OF PROJECT FROM encroachment permit from CVWD. It is my opinion that the work outlined above has been completed In substantial INSTALLATION CONTRACTOR TO HOA EMPLOYED STAFF AND EVERY 5 YEARS ��.,GALE : I It 20 r SHEET NUMBER accordance with Coachella Valley Water District and The City of Pala Desert's THEREAFTER. IRRIGATION SYSTEM SHALL BE TESTED AND MAINTAINED ON A L+ DATE WATER MANAGEMENT SUPERVISOR Landscape and Irrigation Guidlines. MONTHLY BASIS BY THE HOA EMPLOYED MAINTENANCE STAFF. THE REGULAR MAINTENANCE SCHEDULE COUPLED WITH THE AUDITS SHOULD HELP TO MAINTAIN THE IRRIGATION EFFICIENCY AS INTENDED IN THE DESIGN CVWD PLAN DEVELOPMENT SERVICE SUPERVISOR Landscape-Architect -------�- Signature ----------------- Date ---�--- License-Nod O 20 �-o 60 I P�i 1 r1l in NORTH I I OF 15 SHEETS 06/19/07 I SUMMERS/MURPHY & PARTNERS, INC. LANDSCAPE ARCHITECTS IRRIGATION MATERIAL LEGEND (H OA) 34197 COAST HIGHWAY,SUITE Zoo DANA POINT, CALIFORNIA 92629 (949) 443-1446 FAX (949) 443.1631 SYMBOL MANUFACT. MODEL NO. 1 DESCRIPTION GPM PSI PATTERN DETAIL SPANISH WALK SON RISA- MODEL COMPLEX 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 L{aND SC,4P PLANT/EMITTER SCHEDULE PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX F.� MU F-q .50 (1.0) TRICKLE �Qu 4M• IRRIGATION NOTES EMITTER EMITTER PCB-1a SU798LER 'riCAD ON SCH. $0 RISER, INSTALLED 2"ABOVE F1N'iS1i1tD GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA _�� .,�`f 0 EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE., PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE � Cp BOTANICAL NAME COMMON NAME QUANTITY VOLUME w �C'o �' SIDES OF TREE TYPICAL. d' c� 1 Of ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF LOW WATER USE SHRUBS Signature THIS WORKARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR 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 7-31-08 PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. AGAVE AMERICANA CENTURY PLANT 2 1.0 GPH DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY * Renewal Date 2 THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE ACALYPHA MONOSTACHYA RASPBERRY FUZZIES 2 1.D GPH NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFRJFRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B J� Gate �y�P COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE ALOE BARBADENSIS ALOE VERA 2 1.0 GPH R DASYLIRON WHEELERI DESERT SPOON 2 1.0 GPH rF p�CAL1�0 APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED 70RO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4 PCV FLUSH MANIFOLD LINE, INSTALL FLUSH S TO THE OWNER'S REPRESENTATIVE. HESPERALOE PARVIFLORA RED YUCCA 2 1.0 GPH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM These drawings and/or the LAVANDULAANGUSTIFOLIA LAVENDER 2 1.0 GPH accompanying specifications 3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. PENSTEMON SUPERBUS SUPERB PENSTEMON 2 1.0 GPH PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. ore the exclusive property of STIPA TENUISSIMA MEXICAN FEATHER GRASS 1 2 1.0 GPH P.O.C. 1" DOMESTIC WATER METER WITH 1-1/2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD N/A Summers/Murphy & Partners, 4 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN YUCCA BACCATA BANANA YUCCA 2 1.0 GPH Inc. and their use and to the ® C.V.W.D. 1" BACKFLOW PREVENTION DEVICE INSTALLED BY COACHELLA VALLEY WATER DISTRICT N/A BEFORE BEGINNING WORK. cation shall be restricted to the original site far which they LOW/ MOD WATER USE SHRUBS were prepared. Re-use re ra- _ p p P 5 THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO ® RAIN BERG 100 EFB CP SERIES BRASS MASTER VALVE 1 NORMALLY CLOSED. C AGAVE GEMINIFLORA TWIN FLOWER AGAVE 2 1.0 GPH duetion or publication by any BE INSTALLED WITHIN PLANTING AREAS. AGAVE DESMETTIANA AGAVE 2 1.0 GPH ® DATA INDUSTRIAL 220P SERIES TEE FLOW SENSOR FOR IRRIGATION HIGH FLOW SHUT-OFF- 1" SIZE. D method, in whole or part, is prohibited except by written 6 THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN LEUCOPHYLLUM FRUTESCENS TEXAS RANGER 2 1.0 GPH permission from Summers/ THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ►o4 WATTS B-6080-SS-SH FULL PORT BRONZE VALVE, STAINLESS STEEL BALL, STEM AND HANDLE, 2" SIZE E Murphy & Partners, Inc. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY MODERATE WATER USE SHRUBS WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED ( RAIN BIRD 33DLRC (3/4") QUICK COUPLER VALVE F NECESSARY BY THE OWNER. CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 2 2,0 GPH CALLISTEMON VIMINALIS'LITTLE JOHN' DWARF WEEPING BOTTLE BRUSH 2 2.0 GPH 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE CISTUS PURPUREUS ROCK ROSE 2 2.0 GPH RAIN BIRD 100-PEB-PRS-D (1") SERIES PRESSURE REGULATING PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN G RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND LANTANA CAMARA VARS. 'NEW GOLD' NEW GOLD LANTANA 2 2.0 GPH INSTALLATION. LIRIOPE SPECIES TURF LILY 2 2.0 GPH RAIN BIRD XCZ-100-PRF-BF 1" DRIP REMOTE CONTROL VALVE KIT WITH MOD.# PRF 1" PRESSURE REGULATING WYE FILTER AS PART OF ASSEMBLY H 8 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE MYRTUS COMMUNIS"COMPACTA' TRUE MYRTLE 2 2.0 GPH TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. ROSMARINUS OFFICINALIS ROSEMARY 2 2.0 GPH ® WEATHERTRAK ET PR02 SERIES WEATHER BASED AUTOMATIC SPRINKLER CONTROLLER MOUNTED WITHIN A"STRONG BOX" SERIES STAINLESS STEEL I 9 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LOW/ MOD WATER USE VINES VANDAL RESISTANT ENCLOSURE ASSEMBLY BY HYDROSCAPE PRODUCTS -SIZE AND TYPE NOTED ON DRAWING. 0 LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE, TWICE THE SIZE OF WIRE BOUGAINVILLEA'SAN DIEGO RED' BOUGAINVILLEA 2 1.0 GPH N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A 0 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. PACIFIC PLASTICS PVC PIPE 3/4"- 11/2" CL. 200 AS LATERAL LINES 12" BELOW GRADE P it MODERATE WATER USE VINES129 10 ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL REMOTE - - PACIFIC PLASTICS PVC PIPE 2" CL. 315 SOLVENT WELD AS MAINLINES 18" BELOW GRADE P CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL REMOTE CONTROL VALVES GELSEMIUM SEMPERVIRENS CAROLIANA JESSAMINE 2 2,0 GPH LONICERA JAPONICA'HALLIANA' HALLS HONEYSUCKLE 2 2.0 GPH WITHIN 18"OF HARDSCAPE. ROSA BANKSIAE LADY BANKS' ROSE 2 2.0 GPH PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED Q PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. 11 THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED <1<�Q� EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L. APPROVED) P,Q,R GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS R -----VALVE NUMBER 20 20 -G.P.M. \1L/ 150E -----QTY. OF EMITTERS (IN DRIP ZONES ONLY) DRIP SYSTEM NOTES: f VALVE SIZE ALL LATERAL LINES FOR DRIP SYSTEM SHALL BE PVC AS SHOWN IN THE LEGEND, POLYFLEX RISERS SHALL BE CONNECTED TO THE PVC LATERAL LINES IN LOCATIONS ALONG THE LATERAL LINE ROUTE IN QUANTITIES AND LOCATIONS REQUIRED BY THE PLANT GROUPS. INSERT DRIP EMITTERS INTO RISER AS CLOSE AS POSSIBLE TO PLANT IRRIGATION MATERIAL LEGEND (PRIVATE) MATERIALS. COVER ALL DRIP TUBING COMPLETELY WITH DECOMPOSED GRANITE SPECIFIED ON LANDSCAPE PLANS SYMBOL MANUFACT. MODEL NO./ DESCRIPTION GPM PSI PATTERN DETAIL CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS AND RISERS V HUNTER PRESSURE COMPENSATING BUBBLER, MOD. # BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND PCB-25 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 24" BOX AND SMALLER .25 (0.5) 30 TRICKLE q W SHOWN BELOW. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PCB-50 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 36" BOX .50(1.0) TRICKLE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT PCB-10 BUBBLER HEAD ON SCH. 80 RISER, INSTALLED 2"ABOVE FINISHED GRADE FOR 48" BOX TREES AND PALMS 1.0 (2.0) UMBRELLA I QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO EACH SYMBOL REPRESENTS TWO BUBBLERS PER TREE, PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE BIDDING OR STARTING WORK. SIDES OF TREE TYPICAL. ID CY NOT SHOWN RAIN BIRD XERI BUG XB-05PC-1032, XB-10PC-1032, &XB-20PC-1032 PRESSURE COMPENSATING DRIP EMITTERS (0.5-2.0 GALLONS PER B 0 r HOUR)WITH THREADED INLET. SEE PLANT DRIP EMITTER MATRIX BELOW LEFT FOR SIZE AND QUANTITY Z r NOT SHOWN RAIN BIRD POLYFLEX RISER AND MALE ADAPTER PFRJFRA CONNECTED TO THREADED TEE ON PVC ON BASE AND THREADED (1032) DRIP EMITTER ON TOP B J CO Ul CO W Z t� TORO PROVIDE A FCH-H-FIPT AUTOMATIC FLUSH VALVE AT END OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE INSIDE A S Z > SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. O TM P.O.C. 3/4" DOMESTIC WATER METER FOR FUTURE RESIDENCE, INSTALLED BY COACHELLA VALLEY WATER DISTRICT J co z NO SYMBOL WILKINS MODEL BR4 PRESSURE REGULATOR (15-150 PSI)314" SIZE, SET PRESSURE AS REQU. RED J,K D� KBI BTU-1250-T 1114" FULL-PORT BALL TYPE ISOLATION VALVE CL J,L W OFPAL11� DESERT � RAIN BkRD 100-ASVF(1") PLASTIC AUTOMATIC ANTISIPHON VALVE, INSTALL 6"ABOVE HIGHEST HEAD SERVED M d ,�_ �€��-CITY Q 65 RAIN BIRD XACZ-100-PRF-BF (1")ANTI-SIPHON DRIP VALVE KIT WITH MOD.# PRF PRESSURE REGULATING FILTER AS PART OF N 0 WATER CONSERVATION STATEMENT ASSEMBLY, INSTALL 6"ABOVE HIGHEST HEAD SERVED CO © TORO INTELLI-SENSE (TIS-612)6-STATION CONTROLLER, MOD. #TIS-06-ID, ET PROGRAMMABLE, INSTALLED ON INTERIOR WALL OF GARAGE 0 Z THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE cr 05 PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. m N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A LL THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER Z J"" W PACIFIC PLASTICS PVC PIPE 3/4 - 1114 CL. 200 AS LATERAL LINES 12" BELOW GRADE P �USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERTS WATER USE REQUIREMENTS. co - PACIFIC PLASTICS PVC PIPE 1114"SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOWGRADE P 1 PACIFIC PLASTICS PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED Q Z CERTIFICATE OF PROJECT COMPLETION PLACE BELOW ALL PAVING, HARDSCAPE, ETC.,AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. ,/ LEI 0 Ili Project Name_________________ Parcel Map or Tract No,,_________________ NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE#14UF AWG DIRECT BURIAL(U.L. APPROVED) P,Q,R J LU Project Location,__________________________________________________ NO SYMBOL 3M DBY-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS R v Maximum Water Allowance,_____________ (In hundred cubic feet) r- VALVE NUMBER = 4 a Estimated Total Annual Water Uses Al ) a Q 20(E-QTY. 4F EMITTERS (IN DRIP ZONES ONLY 52 CO) a. . . Z QJ (In hundred cubic feet) 088A11BBt�7 ------------------------------------------------ GPM sweeney + associates W IRRIGATION DEBION AND CONSULTWO 0 Preliminary Project Documentation Submitted (initials Indicates submittal) California � a. X 1, Grading design plan Murrieta,CA 92553 35730 Sky Canyon Drive,Suite C. P f' 951.461.683C p•951.461.6850 f v 2. Landscape design plan email@sweeneyassoc.cam www.sweeneyassoc.com SHEET DESCRIPTION 3, Irrigation design plan Murrieta,Callfomia•Austin,Texas Ft.Lauderdale,Florida 4, Irrigation schedules IRRIGATION LEGEND Post installation Inspections (Initials Indicate completions NOTE: ANY CHANGES TO THE APPROVED PLAN MUST BE A. Plants installed as specified SUBMITTED IN WRITING TO THE CITY OF PALM DESERT B, Irrigation systems installed as designed FOR APPROVAL PRIOR TO INSTALLATION DESIGNED S&A Comments,----------------------------------------------------- DRAWN S$tA ------------------------------------------------------------ CHECKED A copy of this certification has been provided to Owner/Developer and District Thmu Comments G�7YO OF PALM L7E5ER7- A � Chapter 3,Arbote loot in DATE ----------------------------------------------------- T accordance with Water Code Title ,Division I,C District Section 0.3.1 9.07 p have been reviewed b the Coachella Valley Water INSPEC 770N 6CHE 7ULE NOTE 65597 et seq requiring efficient landscape and irrigation design cooperation with JOB NO. the local governing agency(City or County). "Approval of this drawing by CVWD 124454 REFER TO THE TITLE 5H>aET FOR THE CITY OF staff does not wnsttute-apprcval to encroach into distriot and USBR Rights-of-Way. D Trees,plants,walls,and permanent structure of any kind may not be planted or CAD FILE It ism opinion that the work outlined above has been completed in substantial PALM DE5ERT5 IN5PECTION 5CHEDULE. s T R ► G installed in CVWD and U�.BR easements or right-of-waywithout first obtaining an Y P P � accordance with Coachella Valle Water District and The Cityof Pala Desert"s encroachment mitfromCVWD. Landscape and Irrigation Guidllnys. NO TREES SHALL @E PLANTED WITHIN G.V.YV.D. SHEET NUMBER EA5EIHENT OR R16HT-OF AAY5. DATE WATER MANAGEMENT SUPERVISOR Landscape-Architect ---------- Signature ------------------Date --------License-No,- NOTE. NO CONFLICTIN45 U71LI7lE5 WITHIN PROJECT AREA. CVWD PLAN 4 DEVELOPMENT SERVICE SUPERVISOR OF 15 SHEETS 06/19/07 I FINISHED GRADE IN TURF AREAS TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS COVER, USE STAINLESS BOLT, NUT, AND WASHER. TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER,USE STAINLESS BOLT, NUT,AND WASHER. COVER, USE STAINLESS BOLT, NUT,AND WASHER. HUNTER PCB 1/2" THREADED BUBBLER, SEE EDGE. HEAT BRAND "BV" ONTO LID BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE LEGEND FOR SPECIFICATION BALL VALVE, SEE LEGEND FOR SPECIFICATION EDGE. HEAT BRAND"FS"ONTO LID. EDGE. HEAT BRAND"MV"ONTO LID. 2"MIN. SCH 80 PVC NIPPLE, LENGTH AS REQUIRED SUMMERS/MURPHY & PARTNERS, INC FLOW SENSOR,SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE,SEE LEGEND FOR SPEC. LANDSCAPE ARCHITECTS FINISHED GRADE 34197 COAST HIGHWAY, SUITE 200 FINISHED GRADE IN SHRUB AREAS - — — DANA POINT, CALIFORNIA 92629 FINISHED GRADE IN SHRUB AREAS _ (949) 443-1446 FAX (949) 413.1631 �- FINISHED GRADE IN SHRUB AREAS J� 4" MIN. — =1 DED UNDISTURBED SOIL �� II �� 4"MIN. — 4"MIN. INLET(SEE LEGEND FOR SPECIFICATION)XERI-BUG DRIP EMIT7ER WITH �� — 24"WIRE LOOP — �� 24"WIRE LOOP *2 MIN' �_ I TTI TRIPLE SWING JOINT ASSEMBLY NOSCq _ FiluVA VE ID T FINISHED GRADE — PF PVC MAINLINE PIPE L AGS _ PRESSURE SUPPLY LINE FLO 5 PIPE DIA 8 PVC SCH 4t7 FEMALE PER SPECIFICATION - � G• c DEPTH AS PER SPECS �10 PIPE DIA 2 MI ADAPTER 2 REQUIRED _ .+ 0 9 PVC MALE ADAPTER 21 MI � — � _ �UNDISTURBED SOIL LU 0 2 MIN. o PVC MAINLINE TO FLOW I — SCH 40 PVC SxSxT TEE FITTING �o U o o SENSOR PIPE PER SPECS. —LL- TNT - �� Q — r — T LATERAL x SPRINKLER INLET SIZE Signature �— BRICK SUPPORTS $ BRICK SUPPORTS FLEXIBLE RISER(RAIN BIRD PFRrFRA) 7-31-08 �— BRICK SUPPORTS TWELVE(12")LENGTH LATERAL LINE, SEE SPECIFICATIONS # Renewal Date BRASS NIPPLE ,1 LANDSCAPE FABRIC LANDSCAPE FABRIC SIZE:FITTING x LATERAL x 112" ��T 314 ROCK,2 CUBIC FT, BRASS NIPPLE TYP. FOR TYPE AND DEPTH REQUIRED LANDSCAPE FABRIC OF CALIf Oe` 3/4" ROCK, 2 CUBIC FT. PVC MAINLINE PIPE TO MASTER VALVE 3/4" ROCK, 2 CUBIC FT. PVC LATERAL LINE (NOT LESS THAN 10 PIPE DIAMETERS) PVC MAINLINE PIPE FROM 12"BELOW FINISHED GRADE These drawings s and/or the SECTION VIEW-N.T.S. 9 PER SPECS.AND PLAN. BACKFLOW PER SPECS. NOTE: accompanying specifications NOTE: NOTE: are the exclusive ra ert of BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL SPRINKLER HEADS 12 FROM FENCES WALLS OR BUILDINGS. P P Y P THE MANUFACTURER'S T RER RECOMMENDATIONS,N WIRE T NOTE:INSTALL FLOW SENSOR AS PER U C U S CO 0 S, 0 DO NOT INSTALL SPRINKLER HEAD WITHIN 3fi" OF PAVING, CURBS OR TURF EDGES. Summers/Murphy 8c Partners, INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. IRRIGATION CONTROLLER. SECTION VIEW- N.T.S. Inc. and their use and publi- 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 INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE THE MASTER.VALVE ASSEMBLY. SECTION VIEW- N.T.S. cation shall be restricted to the INSTALLATION AT MAIN LINE DEPTH. OF THE FLOW SENSOR. 9 y ari final site far which the were prepared. Re-use, repro- duction or publication by any method, in whole or part, is prohibited except by written permission from Summers/ E BALL VALVE D FLOW SENSOR C MASTER CONTROL VALVE B DRIP CONNECTION A BUBBLER ON RISER Murphy Partners, Inc. PRESSURE SUPPLY LINE TO HOUSE STAINLESS STEEL DUAL HYDRAULIC PISTONS FINISH GRADE IN TURF AREAS FLIP TOP'LID SHOWN PRESSURE SUPPLY LINE TO IN OPEN POSITION SUPPORT LID OPEN FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS TAN PLASTIC RECTANGULAR'JUMBO'VALVE BOX WITH BOLT DOWN IRRIGATION SYSTEM CONTROLLER ENCLOSURE COVER USE STAINLESS BOLT NUT AND WASHER. TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN TAN PLASTIC ROUND VALVE BOX WITH BOLT DOWN DIMENSIONS WHEN CLOSED: > " �� �� COVER, USE STAINLESS BOLT NUT AND WASHER. TEE FITTING INSTALLED BY PLUMBER 38 H x 16 W x 15.5 D BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE COVER, USE STAINLESS BOLT, NUT,AND WASHER. CONTROLLER Q EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HEAT BRAND"QCV"ONTO LID. TERMINAL STRIP FOR EDGE. HEAT BRAND"RCV"AND CONTROL STATION#ONTO LID. STAINLESS STEEL C� REMOTE CONTROL VALVE QUICK COUPLER KEY WITH MALE HOSE BIB CONTROLLER7 WIDE RENCL WIRE CONNECTION a CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX FINISHED GRADE _ _ 3" ENCLOSURE —I —} IN SHRUB AREAS _ FINISHED GRADE � NEMA 3R RAINPROOF RATED STAINLESS STEEL, U.L. LISTED, - — — ��i r � 311 --� FINISHED GRADE IN SHRUB AREAS PREDRILLED, REMOVABLE _ _ — — T IN SHRUB AREAS BACKBOARD. REMOVABLE FRONT III—I I—� PRESSURE —�[ 4"MIN. — PANEL NOT SHOWN _ _ —T�— — 4 MIN. REGULATING WYE � IL! - -III—I I ( R.C.V. III—III— FILTER, MOD. # PRF — ,l _ 24"WIRE LOOP — I INSTALLED AS PART OF VALVE ID TAG a QUICK COUPLER VALVE POWER SWITCH —� +—+ I-I �— VALVE ASSEMBLY. LATERAL— SEE LEGEND FOR SPEC. BALL VALVE AND RECEPTACLE PVC S x T ELL SCH 80 PVC VALVE BOX REFER TO LEGEND FOR <<<<<< GALV. PUNCH LOG(2 REQ.) FLOW MORE INFORMATION FEMALE ADAP. r'MIN, CONTROL VALVE BRASS NIPPLE(LENGTH AS REQ.) SCH.80 PVC SCH 40 PVC RISER o• BRICK SUPPORTS FINISHED�� PREFORMED ALUMINIUM PAD TO DRIP MAINLINE o 0 IRRIGATION MAINLINE, GRADE _ _ STRONGBOX QJICKPAD SYSTEM BRICK SUPPORTS, BRASS TRIPLE SWING JOINT(SIZE PER QCV) SEE SPECS. FILL BASE OF = — _ ENCLOSURE MOUNTING PAD 4 REQUIRED USE TWO STREET ELLS,ONE NIPPLE(8"MIN. QUICKPAD WITH i= q I WITH PREFORMED ALUMINIUM �, SCH.80 NIPPLE TYP. LENGTH),AND ONE THREADED ELL FOR ASSEMBLY RUC MALE ADAPTER TYP. PEA GRAVEL TO I— I PAD, PLASTIC BASE AND ALL MAINLINE,SEE SPECS. PRESSURE SUPPLY LINE TOP OF BASE UNIT I I STAINLESS STEEL HARDWARE , 0 °•o SCH 80 PVC SLIP TEE FROM METER o• 0" 'Q MAINLINE FITTING #4 x 36"REBAR STAKE PRESSURE REGULATOR(IF REQUIRED) COMPACTED SITE SOIL 3/4"CRUSHED GRAVEL LANDSCAPE FABRIC PLAN VIEW- N.T.S. 3" PVC CONDUIT/SWEEP FOR TWO CUBIC FEET T VA BRICK SUPPORTS LANDSCAPE FABRIC 3!4 ROCK 1 CUBIC FT. 1 1/4 PVC CONDUIT/ CONTROL WIRES 0 VALVES 314"ROCK,2 CUBIC FT. LANDSCAPE FABRIC NOTE: F R ELECTRIC "SWEEP 0 5/8 DIA. x 8 COPPER SERVICE SECTION VIEW-N.T.S. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. GROUND ROD W/#10 GROUND REFER TO DETAILS "D"AND "E" FOR SECTION VIEW SECTION VIEW-N.T.S, WIRE AND CLAMP SECTION VIEW- N.T.S. 0 J PRIVATE P.O.C. CONNECTION I TOP ENTRY ENCLOSURE H DRIP REMOTE CONTROL VALVE (H.O.A.) REMOTE CONTROL VALVE F QUICK COUPLER VALVE o W 0 > �, 0 oc CY 0 TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN '. 0 Cb 0 COVER, USE STAINLESS BOLT, NUT,AND WASHER. r TAN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE Z Q CITY OF PALM DESERT COVER,USE STAINLESS BOLT, NUT,AND WASHER. EDGE. HEAT BRAND"PRW ONTO LID. Cr/ ELECTRIC ANTI-SIPHON WATERPROOF WIRE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE PRESSURE REGULATOR,SEE LEGEND FOR SPECIFICATION CONTROL VALVE CONNECTORS EDGE. HEAT BRAND"BV"ONTO LID. WATER CONSERVATION STATEMENT J CO Ld PVC BALL VALVE,SEE LEGEND FOR SPECIFICATION 3 FINISHED GRADE >. D Z THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE • — _ - — — IN SHRUB AREAS � Q M „ FINISHED GRADE IN SHRUB AREAS TTT— _ _TTT=TAT PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. O �— r 24 WIRE LOOP - - — III — III I I I — — — _ PVC SCH 80T.O.E. THE PLANTING DESIGN USES DESERT PLANTS COMPATIBLE WITH LOW WATER MIN. 6 ABOVE FINISH GRADE 4 MIN• II I I NIPPLE,3 MIN., 2 REQ. HIGHEST HEAD =1I1=1 I I' (1_ _�_ I (I=I I III=I I ( USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE U� IliI i i II I II II I I '° � '' PVC SCH 40 SLIP REQUIREMENTS. Z FLOW COUPLING, 2 REQ. PRESSURE SUPPLY LINE DEPTH AS PER SPECS. 2" MIN. -III=III=I I III=I ( I I I=I I 2"MI o o PVC MAINLINE TO VALVES CERTIFICATE OF PROJECT COMPLETION PVC SCH. 80 NIPPLE o � o�• oo Project Narhet Parcel Ma or Tract No., W LENGTH AS REQ (2 TYP) v Q`�j a • a •�'� o BRICK SUPPORTS{FOUR TOTAL) �— BRICK SUPPORTS o.p.o °Oo�a mod. V C��Q�o' " � ----------------- p ----------------- • 3/4 ROCK, 3 CUBIC FT. Project Location PVC MALE ADAPTER Q CO LANDSCAPE FABRIC Q is Maximum Water Allowance___________________________________________ � Z PVC LATERAL PVC PRESSURE MAIN LANDSCAPE FABRIC (In hundred cubic feet) Z Z LINE PIPING 3/4"ROCK,2 CUBIC FT. PVC MAINLINE FROM P.O.C. Estimated Total Annual Water Uset 0 PVC SCH.40 FITTINGS TYP. SECTION VIEW- N.T.S. SECTION VIEW-N.T.S. LL NOTE: NOTE: ________________________________________________ (in hundred cubic feet) Z J SECTION VIEW- N.T.S. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALL CONTROL VALVESA MINIMUM OF ONE F007APART IN SHRUB AREAS UNLESS OTHERWISE NOTED. 0 INSTALLATION AT MAIN LINE DEPTH. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF Preliminary Project Documentation Submitted, (initials indicates submittal) � () Q THE PRESSURE REGULATOR ASSEMBLY. -----1. Grading design plan REFER TO DETAIL"C" FOR PLAN VIEW REFER TO DETAIL "C" FOR PLAN VIEW 2, Landscape design plan LU 0 3, Irrigation design plan J W _____4, Irrigation schedules 0 M ANTI SIPHON VALVE L BALL VALVE K PRIMATE PRESSURE REGULATOR � Q, � c� Post installation Inspection= (initials indicate completion) 0 a a ID TAG: RAIN BIRD VID SERIES -----A, Plants installed as specified CO 0) a Z WATERPROOF CONNECTION: _____B, Irrigation systems installed as designed LL ~V W '----------------------------------------------------- RAIN BIRD SPLICE-1 (1 OF 2) Cvmr�ents Q 0 FINISH GRADE CONTROLLER, SEE LEGEND _ a a 0 FOR SPECIFICATION. 30-INCH LINEAR LENGTH IZ OF WIRE, COILED copy a s cer ca on as een provided to Owner/Developer and District CLEAN COMPACTED BACKFILL Comment B — — ----------------------------------------------------- SHEET DESCRIPTION I I=I I= III=III= CONTROL ZONE KIT' s� — — LATERAL LINES,SEE SPECS. PLY CZ 140 I=I A ES,S PE . 120 VOLT POWER SUPPLY RAIN BIRD xA - _ — ------------------------------------------------------------ IN J-BOX, BY OTHERS (INCLUDES IRRIGATION I= g 100-ASVF ANTI-SIPHON VALVE, It Is my opinion that the work outlined above has been completed in substantial — — CONTROL WIRES,SEE SPECS. accordance with Coachella Vatle Water District and The Cit of Palm Desert's DETAILS =I I=I I III=III- IN-LINE FILTER AND y UNDISTURBED SOIL RIGID ELECTRICAL CONDUIT{1") PRESSURE REGULATOR Landscape and Irrigation Guidlines, IN SEE PRESSURE MAINLINE,S SPECIFICATIONS Landscape Architect Signature Date License Nv pES��lyEp 48" INSTALL 6-INCH MIN. ABOVE S&A = I I=I I=I I=1 I =I IT--1 I=I I=I I I=I I I- HIGHEST POINT OF DISCHARGE NOTE: DRAWN =1 I=1 I=1 I =1 I =1 I I=1 I I=1 I I=1 I I=1 LOWVOLTAGE WIRE IN RIGID PVC ANY CHANGES TO THE APPROVED PLAN MUST BE S&A CONDUIT(3") PVC ELECTRICAL SWEEP TO EXTERIOR BUILDING SUBMITTED IN WRITING TO THE CITY OF PALM DESERT CHECKED 4 � DIMENSION A B C • ,: WALL THROUGH J-BOX UV RADIATION RESISTANT FOR APPROVAL PRIOR TO INSTALLATION SSc/4 A E These plans have been reviewed b Chapter 3,Water e t act in DATE T accordance with Wan efficient landscape ap D�stri • � nt 65597 et se .r uiri�Code Titlean7,Division andl irrigation design i g'Section ��.�Q.�� -0 ' �'• .r ..: � ' �,� BUILDING FLOOR BY OTHERS (VSCH 4D PIPE y the Coachella Valley Water n cooperation with 112"TO 2-112"IN SSE 18" 12" 4" JOB N0. f 1- I q g aP g P SECTION VIEW-N.T.S. _ FINISH GRADEITOP OF MULCH C` TY OF P 'LAP Z rEE,6E �7 the local governing agency{City or County). "Approval of this drawing by CVWD 3"TO B"IN SIZE 24" 4" NOTE: �_ IN5REC710N CHMULE NOTE staff does not constitute approval to encroach into district and USBR Rights-of-Way. i�4454 INSTALL ENCLOSURE AS INDICATED BY CITY STAFF & MANUFACTURER'S _ — 11- 12-I N DEPTH TtPT,- I 'I PVC SCH 40 ELL O G Trees,plants,walls,and permanent structure of any kind may not be planted or �D FILE RECOMMENDATION. 02SA13BB07 3 T R installed in CVWD and USBR easements or right-of-way without first obtaining an (1 OF 2) REFER TO THE TITLE SHEET FOR THE CITY OF SW@Bn9 t aSSOC12t8S encroachment permit from CVWD. ROUTE WIRES AND SLEEVE THROUGH WALL AS PER LANDSCAPE ARCHITECT'S Y P PALM 17E5ERT 5 INSPECTION SGHEIDULE. SHEET NUMBER TO PVC LATERAL PIPE IRRIaA'n0N DEaIGN AND CONSULTING RECOMMENDATION. CONTROLLER e (1 OF 2) NO TREE5 SHALL t3E FLANTEP WITHIN G.1l.A.D. California DATE WATER MANAGEMENT SUPERVISOR 38730 Sky Canyon Drive,Suite C t EASEMENT OR RIGHT-OF RAYS, Murriets,CA 92563 951.461 6830 p•951.461.6850 f NOTE: email(Psweeneyassoc.00m CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR I D �l NO CONFLICTING UTILITIES AITHIN PROJECT AREA. wwwsweeneyassoc.com P PIPE INSTALLATION O) WALL MOUNT CONTROLLER N DRIP REMOTE CONTROL VALVE (PRIVATE) Mur�ieta,California Austin,Texas Ft, Laudsrdale, Florida OF 15 SHE 06/19/07 LOW VOLTAGE WIRES, 3 MAXIMUM WIRES PASS THROUGH GROOVES IN FINISHED GRADE IN TURF AREAS TUBE LID TO ALLOW LID TO CLOSE 4 PAVING III-I _ TORO FCH-H-FIPT AUTOMATIC FLUSH CLOSE TUBE LID AFTER WIREIS INSERTED INTO TUBE - - VALVE _ SAND BACKFILL COMPACTED SUMMERS/MURPHY h PARTNERS, INC PLASTIC ROUND TAN VALVE BOX, 6" ' I I--III' TO THE DENSITY OF LANDSCAPE ARCHITECTS -III-) _C B �-I 34197 COAST HIGHWAY, wrrE zoo City Of Palm D ert 5t?3 t itntn ET mlIni'sonsltool,blllU.L7Etr�2.IrwMalt�tVWh[hAw�irul N�,7A523)Ynuru9prtl�clr SIZE, WITHIN D.G. HEAT BRAND "FV" _ _ EXISTING SOIL DANA POINT,HIGHWAY, S ITE29 "C,4hFra17.Fu1CJSr17HFrItt1 lYrr;er Iah Sy4lEiYt I?eiaigflf•,ri�kff®"I W41t@!"C131C Chart �i P Z-Enterrvaluf�5 hor al(Mk1icxis ONTO LID. POLY TUBE PRE-FILLED WITH A _ _ LATERAL LINES (949) 443.1446 FAX (949) 443.1631 , 5•roPI 3 titter vnlutn tra nc�rnurntiot c l�larrt�natnrizrli In cxe:ta war7r utv t rJta<�try Tho-MliW arxiYs U �� WATERPROOF GEL -III-I I_I IN SCH 4D SLEEVE Mfl ICE+ii.iJ�stntilu.9uyi]dIC'i:ItEr1BC1. '� 1 �-FINISHED GRADE IN SHRUB AREAS _ C1fWO ETXJ ZrSne 4 I -I = = CONTROL WIRES T IN LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED -III-I -4 M0 C, P�� - - = IN SCH 40 SLEEVE -III-III I I '� 3fi7 SCOTCHLOK ELECTRICAL SPRING �'v S- . Tratal AJ!)IU!t: - - UNDISTURBED SOIL c rtorpl I� Irrler a( '(en ? - PVC SCH 80 CLOSE NIPPLE CONNECTOR. WIRES SHALL BE - - - - - PRESSURE MAINLINE ImptionSysterrrType .Souare:Fa><atage° Estlrrlated l� r Use Squared`vctage,calculations PRE-STRIPPED OF t/2' OF THE p p a �: IN SCH 40 SLEEVE INSULATION PRIOR TO INSERTION I-III-I I I I-III_ �----PVC LATERAL LINE PIPE INTO THE CONNECTION. TWIST Signature Very Lo>nr;Shirubs-. 0 D'rip: 0 0 -I I 1-1 I (_ - - - - PVC SLEEVES TO BE Tres&Sfrrut Squareft�b .ga 9445 _. o a CONNECTOR ONTO WIRES TO - - - - - - - 7-31-05 III • o ' SEAT FIRMLY. t - - E- f- - f - ff I I I-III-) I I-III-III-III-III-I I IRE TWICE THE DIAMETER Renewal Date Dnp ! 4C438. 6: OF THE PIPE OR W BRICK SUPPORTS SCOTCHLOK CONNECTOR AND WIRES BUNDLE CARRIE T Dde �Q INSERTED INTO TUBE UNTIL THE D, ql � TurF Sj�ray S + ace Fps: !o�+r Sr7ruls � .. . Li iii�llcr 3 Srir l7� .21 Ltrtp 713 4 2�.61.> 3/4"ROCK, 1 CUBIC FT. CONNECTOR PASSES LOCK TABS dF_CA0n C)' DIMENSION A B C p t� ;urf'Rcsrt�ir Squ;�re F>abta�e. DETAIL ALSO FOR PIPE lad' k ,bs '103 [)tilp 3499.4;T 1S`1 3g: PVG ELL SCH 80 SxT 1/2"TO 4" IN SIZE 36" 24" 24" 4" INSTALLED IN ROCK SOIL. These drawings and/or the k�lkWeatulreStill Square F00tege F9 LANDSCAPE FABRIC NOTE: accompanying specifications 1d ffWr.'$hr0bs' tU bri 0 WIRE CONNECTOR SHALL BEA3M DBY-6 DIRECT BURY SPLICE KIT are the exclusive ra erty of fd�terFure:.Mriru 'txataje SECTIONVIEW- N.T.S. KIT SHALL INCLUDEASCOTCHLOKYSPRINGCONNECTO POLYPRO ers/Murphy ers, P Summ Partn ...... TUBEANDA In an t it us a u R,A PYLENE c. d hel e nd p I?II- High;Shrttbs [dip p; I) WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. cation shall be restricted to the DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3#14OR2#12PRE-ST ariginal site far which the RIPPED COPPER Y G;rsts�Sq;PareFor�tage 9445 _ were prepared, Re-use, repro- k rasri Bess: �� &ubi+rs 1�a9: 31; .3 WIRES. LARGER WIRES OR GREATER Q ANTITIES OF WIRES SHALL REQ IRE A LARGER APPROVED WIRE CONNECTION. u u Less'Alleau�abae:Bau lderlCobbl:e; duction or publication by any square ferotage. LovflMaclI�3e5: 1 Butt 3317 method, in whole or part, is prohibited except bye written ........ - AUTOMATIC SLUSH VALVE permission roar Summers/ R WIRE CONNECTION SLEEVE INSTALLATI(� E�l�rphy Partners, Inc 6tlttild$1 and i 0 Rf�gtt�tipn0 If t}to lulae#7r :es' 19 Bublers 6 S 52 33'.51: V N t��l ama>r;�Qf b'gtl ld�r end�bl�l�aria `s?3iLh�t�it Plbnt,mat�ra�t l`s�r�t.��th�i7�'�arif I4��t#7l9i Try ;� Bubl�rs ! 2�l3;;$S: 13,7�: the Eat�tl landscaped Brea it may lie used to ati�just thc'avaraf I.lartdsea�,ar��a:. Fligla`ix�o�; �� Bub{ers 1'�;7,9' 11';�y: Nit" uai Fo :i a Total Plems 18... ... TatA Tre:and ahru:b E�1 `fa )'.!"lw�aterfeetit're E II Q �I 1'ati�l:Tu'rf E�t1U. Total Esti;rrtate'�la#:er Llse 316,2.g; <<1a1< CITY O PALM DESERT WATER PRESSURE CALCULATIONS WATER METER NUMBER 10 WATER METER SIZE 1° 1NATER CONSERVATION STATEMENT HYDRAULIC GRADE LINE (FT) NIA WATER METER ELEVATION (FT) N/A ELEVATION DIFFERENCE (FT) NIA STATIC PRESSURE (P51) 90 THE LANDSCAPE AND IRRIGATION DESIGN INCLUDED IN THIS LANDSCAPE REMOTE CONTROL VALVE # s REMQTE CONTROL VALVE SIZE 1° PACKAGE INCORPORATES A DRIP IRRIGATIQN SYSTEM. R.C.V. DEMAND (GPM) 21 TOTAL DEMAND (GPM) 21 NOTE: CONTROLLER RUN TIMES ARE CALCULATED FOR THE WORST CASE MONTH BASED OFF HISTORIC ETo DATA. THE PLANTING DESIGN USES CJESERT PLANTS COMPATIBLE WITH LOW WATER HIGHEST HEAD SERVED (FT) NIA STATIC PRESSURE AT HIGHEST HEAD N/A USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE SIZE DESCRIPTION FL©W # PSI LdSS 11/2" SERVICE LINE (50 FT OF REQUIREMENTS. K COPPER) 21 1 1.1 PSI ........................_CantraEier := Il •ERRIGATION CONTROLLER RUN TIMES ,.._...._...._....�....;.._...._.. 1" WATER METER (DISC TYPE) 21 2 2.8 PSI PLANT TYPE! SPRINKLER TYPE Eta AKc PR RATE IE RUN TIME QUANTITY RUN TIM..................... .................................................._....................................................w................._.............,................................................................................................. 1" BACKFLOW PREVENTER (R/P TYPE) 21 3 12.0 PSI Days Per Week i 6 8 66 ! (HOURS) I € HOURS 1" FILTRATION YE FILTER __,..., er ..,.,,. ..,. , ,. CERTIFICATE OF PRO,dECT COMPLETIO (W ) 21 4 0 5 PSI Shrub and Ground Covers £ l ( ) N H.................. I N/A PRESSURE REGULATOR ` 31 ......i. �... � .... 1 22 t1NILKINS 50CHLR} NIA a NIR PSI Dnp __....s.._...._..... 8 66 0 0 49 0.90 0. 3 ...... Project Names Parcel Ma or Tract No.t 40 p 1" BFD ASSEMBLY PIPING (BRRSS JVl 4 ELLS} 21 6 9.1 PSI ________ 1" MASTER CONTROL VALVE 21 7 1 2 PSI Trees: 4 rv__... _.... ____...m...._.......... __.........._......_....... _......__ ...._ _..«............_.. _.................... .......... _ ------ -----------------_. :.._ _...................................................................................;..........................»...,..............._..............v,.._........................ i 1 FLOW SENSOR 21 8 1.0 PSI0.40 ( h_............................_:. Project Locations Bubbler Heads 8.65 0.80 3.00 ..,,I..........0.90......... 0.10 _... 4 ... $ 4 I 211 ISOLATION VALVES (BALL TYPE) 21 9 1 5 PSI CYCLES PER DAY 1 TOTAL NUMBER OF STATIONS 8 2" 400 FEET OF MAINLINE: GL. 315 PVC 21 10 1 7 PSI 1. ;.;. Maximum Water Allowances------------------------------- W 1.6 ..... CIn hundred cubic feet) . .}TOTAL RUN TIME IN HOURS FOOTAL RUN TgME LN HOURS. ERS ONLY �/A gFEE DEGR E MAINLINE ELBCW N/A 11 NIA PSI i 1.62 S 21 12 0 2 PSI Estlrtated Total Annual Water Uses 1" 10 REMOTE CONTROL VALVE 21 13 2.4 PSI CM CM 10% LATERAL LINE LOSS 21 14 3.0 PSI ------------------------------------------------ (in hundred cubic feet) Q cm 20°k FITTING LOSS {EN ADDITION TO ELBQWS SHOWN) 21 15 0.3 PSI r N/A ELEVATION CHANGE (P.O.C, TO HIGHEST HEAD) NIA 18 NIA PSI Preliminary Project Documentation Submitted: (initials indicates submittal) TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #1B) 17 36.7 PSI _ _T. Gradin desk n fan • � PRESSURE REQUIRED AT HEAD € 18 30.0 PSI -- - 9 g p W J MINIMIM REQUIRED 5T REQUIRED IC WATER pR #17 AND#16) 19 66.7 PSI -- 2, Landscape design plan ! °7: f ESSURE (FROM ABOVE) 20 90,0 PSI -- _ . > RESIDUAL PRESSURE (SUBTRACT#20 FROM #21) 21 23 3 PSI ___3. Irrigation design plan Q LO SET PRV OR MCV AT (#2C PLUS 10 PSI) 22 NIA PSI -- I:I L - f? ` LC PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 30 PSI RESIDUAL) 23 NIA PSI -----4. Irrigation schedules co Post installation Inspections (initials Indicate completion) - rti`. Z A. Plants installed as specified a B. Irrigation systems installed as designed Ww , COACHELLAVALIIEYWATERDISTRIG"T Comments:_____________________________________________________ � i LANDSCAPE IRRIGATION WATERANALYSIS ------------------------------------------------------------ � � PROJECT: TaylorWoodrow- Spanish Walls ¢ � CO Tract#33837 A copy of this certification has been provided to Owner/Developer and District WATER CONSERVATION CONCEPT STATEMENT _City of Palm Desert, California COfrlmentsr 0 Z Sonnsa Model Complex Landscape Plans Project Site: Spanish Walk Sonrisa Models Tractor Parcel Number: 33837 ------------------------------------------------------------ Jr4 rojact ETo: 93.9Q Project Location: City of Palm Desert, California It Is my opinion that the work outlined above has been completed In substantial ♦♦/^� MAXIMUM APPLIED WATER ALLOWANCE: Landscape Architect 1 Irrigation Designer/Contractor: Sweeney &Associates, Inc. accordance with Coachella Valley Water District and The City of PoLm Desert's co 'Q Landscape and Irrigation Guidllnes, t (GALLONS PER PEAR) � Z Included in this project submittal package are: (Check to indicate completion) MWA�(ETobc(0.5�(Tatal Sq. Ft.}x(.62)I(748} -------------------------------------------------------- at -----------_e------- w 4 Landscape Architect Signature Date License No, J � 1. Maximum Annual Applied Water Allowance: W 93.9 x 0.6 x 9,445 x 0.62 1 748 = 441 CCF Conventional Landscape: 441 100 cubic feet/year J LU + Recreational Turfgrass Landscape: 0 100 cubic feet/year(if applicable) 0 Maximum Annual Applied Water.Allowance: 441 100 cubic feaVyear J ESTIMATED APPLIED WATER USED: co (C3AI,LONS PER YEAR) 2. Estimated Annual Applied Water Use by Hydrozone: Go in G Q Z Turfgrass Hydrozones 0 100 cubic feet/year !� a Q EWU ETo?x�Plant FacuLan Effici zone Sc.Ft.L 62�/(746� Recreational Turfgrass Landscape: 0 100 cubic feet/year V-� Inigatavn Efficiency Low Plant Hydrazanes: 70 100 cubic feetlyear �" U. A J Moderate Plant Hydrozones: 233 100 cubic feet/year V V W Low Water Use Shrub Planting: High Plant Hydrozones: N/A 100 cubic feetlyear �y IO 93.9 x 0.2 x 3,805 x 0.62 / 748 = 66 CCF Water Features. 0 100 cubic feet/year o 0•9 Other of pplicable 100 cubic feetlyear Estimated Annual Total Applied Water Use: 3D4 1D0 cubic feetlyear ModWaterUse Shrub Panting; 3. EATAWU � MAAWA 93.9 x 0.5 x 4,451 x 0.62 1 748 = 192 CCF 0.9 H�kT D�SCRIPTI�N q• Landscape Design Plan ow aterUsa Tree Planting: 5• Irrigation Design Plan IRRIGATION 93.9 x 0.2 x 238 x D.fi2 1 748 = 4 CCF 0•9 6• Grading Design Plan DETAILS NOTE: ModWaterLTse Tree Planting: 7, Soil Chemical Analysis (optional) ANY CHANGES TO THE APPROVED PLAN MUST BE 93,9 x 0.5 x 451 x O.fi2 1 748 = 41 CCF SUBMITTED IN WRITING TO THE CITY OF PALM DESERT 0.9 FOR APPROVAL PRIOR TO INSTALLATION DESICNED S&A Description of Project: (Briefly describe the planning and design actions that are intended to achieve consevation and efficiency in water use.): DRAWN MAXIMUM APPLIED WATER ALLOWANCE: 441 CCF Utilization of controller with water budgeting feature. (in hundred cubic last) Irrigation zones separated by plant material types. E�li� TOTAL ESTIMATED WATER USE: 30q GCF Date: Prepared by: S&A (in hundred cubic feet) These plans have been reviewed by the Coachella Valley Water District in DATE p T accordance with Wafer Code Title 7,Division 1,Chapter 3,Article 10,8,Section 03,1 B,D7 GJ� 4F PALM OE HRT 65597 et seq.requiring efficient landscape and irrigation design in cooperation with JOB NOS IN5PS�1 r l�y�/ G �--'s� 1) 1/� the local governing agency(City or County) "Approval of this drawing by CVW➢ i �45� C�IG/!l[ SCHEI; LE NV� staff does not constitute approval to encroaoh into district and USBR Rights-of-Way, D Trees,plants,walls,and permanent sturture of any kind may not be planted or CAD FILE 02SA13BB07 3 T R t C installed in CVWD and USBR easements or ri t of-wa without first obtainin an REFER TO THE TITLE SHEET FOR THE CITY OF gh- y g PALM DESEPT'S INSPECTION SCHEDULE. Sweeney + associates encroachment permit from CVWD. iI--IFFY IyUMBER IRRIGATION DESIGN AND CONSULTING NO TREES 5HALL BE PLANTED WITHIN C.V.W.D. California DATE WATER MANAGEMENT SUPERVISOR 38730 Sky Canyon Drive,Suite C EASEMENT OR RIGHT-OF HAYS, Murriets,CA 92563 951.461 6830 p•951.461.6850 f e rn ai I�dswee n eya ss ac.co m CVWD PLAN 4 DEVELOPMENT SERVICE SUPERVISOR J, NO CONFLICTING UTILITIES WITHIN PROJECT AREA. wwwsweeneyassoccom I D � 2 Murriete,California Austin,Texas Ft, Lauderdale,Florida OF 1 5 SHEETS Q6/1 9/®7 i SECTION 02810 B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic 2.10 Irrigation Heads 3.08 Valve Boxes MV 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. J,I I 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 A 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, tabor, 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 g P rY P . disposed of off-site in a legal disposal area. point where this installation may properly commence. B. Spacing of Emitters shall not exceed maximum Indicated on the drawings. 1.02 Construction Drawings 1.09 Completion 2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the C. Riser nipples shall be of the same size as the riser opening in the sprinkler body. O 111R SCgP� 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• .,, Murph q Y 9 9 P accordingly, g P P P P p governing 3.'i 4 Ni iscellaneous Equipment ,e.� y ry �i^ shall careful) investigate the structural and finished conditions affecting all of his work and Ian his work accordin I furnishing such A. At the time of the re-maintenance period inspection, the Landscape Architect, Owners authorized representative, and ovemin -& o y 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: . V:` fn The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features. off by contractor and submitted to Landscape Architect or Owner's Authorized representative prior to any follow-up meeting. This checked A. Install all assemblies specified herein according to the respective detail drawings or specifications, using best standard practices, Ir o° � off list to indicate that all punch list it have been completed.At the time of the post-mainte an a period 1. In the event of discrepancy, immediate) notify the Landscape Architect or Owner's authorized representative.ems ha n c e od or final inspection on the work will Y P Signature P P p P Pe 9 B. Install devices such as rain sensors , master valves basket strainers and flow sensors as troll 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 sated on the drawings and as 7-31-Oa 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 hate on both. The Landscape Architect shall have final authority for clarification. 3.11 Flushing the System 1'T Date B. The Owner's authorized representative shall have final authority on all portions of the work. C. Grades: g Y ,yT C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, OF-CALIF© grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or C After the system has been completed, the Contractor shall instruct 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. 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 B. Irrigation heads shall be installed after flushing the system has been completed. accornan in specifications performed, the Irrigation Contractor shall assume full responsibility for any revision necessary. p Y g P 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, Inc. and their use and ubli paving or other Improvements of any kind as a result of the work. P A. Provide at least one English speaking person who shall be present at all times during execution of this portion of the work and who D. Field Measurements: A. Contractor shall adjust valves, align heads, and check the coverage of each system prior to coverage test. cation shall be restricted to the shall be thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation and 1.10 Guarantee original site for which they B. If it is determined by the Landscape Architect, Owner's authorized representative or C of Palm Desert that additional adjustments or were prepared. Re-use, repra- 1. Make all necessary measurements in the field to ensure precise fit of items in accordance with the original deli n. Contractor shall P P City J who shall direct all work performed under this section, ry Pg P nozzle charges 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. g q P p P g rY 9 adjustments, PP Y Y P Y Y method in whole or r Desert shall be made prior to an lantin part, is B. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturer of articles used in this contract of material and workmanship, including settling of backfilled areas below grade, for a period of one (1)year following the filing of the P Y planting. p furnish directions covering points not shown in the drawings and specifications. Notice of Completion. 2. All scaled dimensions are approximate. The Contractor shall check and verify all size dimensions prior to proceeding with work under prohibited except by written this section. C. The entire system shall be operating property before any planting operations commence. permission from Summers/ C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into B. Should any problem with the irrigation system be discovered within the guarantee period, it shall be corrected by the Contractor at no Murphy & Partners, Inc. and made a part of these specifications, and their provisions shall be carried out by the Contractor.Anything contained in these additional expense to owner within ten (1 0)calendar days of receipt of written notice from Owner. When the nature of the repairs as 3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which D. Automatic control valves are to be adjusted so that the irrigation heads and drip tubing operate at the pressure recommended by the specifications shall not be construed to conflict with any of the above rules and regulations of the same. However, when these determined by the Owner constitute an emergency(i.e. broken pressure Ilne)the Owner may proceed to make repairs at the Contractor's are caused by his operations or neglect manufacturer. specifications and drawings call for or describe materials,workmanship, or construction of a better quality, higher standard, or larger size expense.Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary than is required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all at no additional cost to the Owner. E. Diagrammatic Intent; 3.13 Testing and Observation D. All materials supplied for this project shall be new and free from any defects. All defective materials shall be replaced immediately at no C. Guarantee shall be submitted on Contractors own letterhead as follows: The drawings are essentially diagrammatic. The size and location of equipment and fixtures are drawn to scale where possible. Provide A. Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by additional cost to Owner. offsets in piping and changes in equipment locations as necessary to conform with structures and to avoid obstructions or conflicts with the Landscape Architect, Owner, and governing agencies. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM other work at no additional expense to Owner. E. The contractor shall secure the required licenses and permits including payments of charges and fees, give required notices to public B. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 authorities, verify permits secured or arrangements made by others affecting the work of this section, State of California licensed We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and F. Layout: hours in advance, where and when the work is ready for testing. contractor is recommended. workmanship, and the work has been completed in accordance with the drawings and specifications, ordinary wear and tear and unusual Z abuse, or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of valves and automatic controller. C. The Contractor shall furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from 4 plains, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing 1.04 Submittals Notice of Completion and also to repair or replace any damage resulting from the repairing or replacing of such defects at no additional the p %A cost to the owner. We shall make such repairs or replacements within 10 calendar days following written notification by the owner. In the 2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on this to the attention of the Landscape Architect. This test shall be accepted by the Landscape Architect and accomplished before starting A. Materials List: event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize drawings under paved areas, but running parallel and adjacent to planted areas, install the piping in the planted areas. any planting. the owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon 1. After award of contract and before any irrigation system materials are ordered from suppliers or delivered to the job site, submit to the demand. G. Water Supply: D. Final planting inspection will not commence without record drawings as prepared by the Irrigation Contractor. W Owner a complete list of all irrigation system materials, or processes proposed to be furnished and installed as part of this contract. el; 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 o 2. The submittals shall include the following information: site conditions she!! 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.A title sheet with the job name, the contractors name, contractor's address and telephone number, submittal date and submittal H. Electrical Service: providing complete irrigation coverage to all intended plantings, <<11<11<1 number. CONTRACTOR NAME: Completion 3.15 Com Cleaning ADDRESS: 1. Connections to the electrical supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions pl 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(Le 1-40-ADV136V); and the pages) 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. o. The catalog cuts shall be one or two pages from the most recent manufacturer's catalog that indicate the product submitted. Do not SIGNED: by others. submit parts lists, exploded diagrams, price lists or other extra information. DATE: 3.02 Trenching END OF SECTION d. The catalog cuts shall clearly indicate the manufacturer's name and the item model number. The item model number, all specified A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on bottom of trench. Trenching excavation options and specified sizes shall be circled on the catalog cuts. shall follow layout indicated on drawings to the depths below finished grade and as noted. Where lines occur under paved area, these PART 2- MATERIALS Y 9 p 9 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 andlor other certifications as indicated in these specifications. Use only new materials of the manufacturer, size and type shown on the drawings and specifications. Materials or equipment installed or B. Provide minimum cover of 18 inches on pressure supply lines 2 inches and smaller. f. Submittal format requirements: furnished that do not meet Landscape Architect's, Owner's, or governing agencies standards will be rejected and shall be removed from the site at no expense to the Owner. C. Provide minimum cover of 18 inches for control wires. i. Submittals shall be provided as one complete package for the project. Multiple partial submittals will not be reviewed. 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. CI 1 1'��/ OF PALM DESERT A. Pressure supply lines 2 inches in diameter shall be Class 315 solvent weld PVC. Piping shall conform to ASTM D2241. E. Provide minimum cover of 12 inches for non-pressure linescr 0 iii. Submittal package shall have all pages numbered in the lower right hand corner. Page numbers shall correspond with submittal index. WATER CONSERVATION STATEMENT 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. W 3. The Landscape Architect or Owners authorized representative will allow no substitutions without prior written acceptance by the City of conforming to ASTM D1785. t0 Palm Desert. No changes without City approval. 3.03 Backfilling Go 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 liability under the guarantee. Such warranties shall only supplement the A. Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks over 112 inch in diameter. PACKAGE INCORPORATES A DRIP IRRIGATION SYSTEM. a CY 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 � OD 8 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 0 N 5. The Landscape Architect or Owner's authorized representative will not review the submittal package unless provided in the format B. Fittings shall be medium brass, screwed 125-pound class, the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry USAGE AND THIS DESIGN MEETS THE CITY OF PALM DESERT'S WATER USE = Z Q w- described above. density equal to adjacent undisturbed soil and shall conform to adjacent grades, REQUIREMENTS. 0 = a TL C Copper pipe and fittings shall be Type"K'sweat soldered. B. Substitutions: C. Flooding trenches in lieu of tamping is not allowed. J CO UT CO 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 COMPLETION tau >. _ 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. U ' representative for approval. No changes or substitutions without City approval. A. Pipe Sanitation shall be markedation continuously Commercial Standards designation,onminal pipe size, schedule or class, PVC type and grade, National Project Name,______ ___ Parcet Map or Tract No,:- 1_ 10 M I E. Provide sand backfill a minimum of 4 inches over and under all in under paved areas. ---'-'-- ----- 1"- r � N►pp g and data of extrusion, piping 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 out sheets, technical data, and performance information for each substitute item. D1785. Maximum Water Allowancei___________________________________________ A. Piping under existing pavement may be installed by jacking, boring, or hydraulic driving Na 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, :5 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 Usei a 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. ASTM D2466. ________________________________________________ (In hundred cubic feet) W C. Carefully inspect all pipe and fittings before installation, removing dirt, scale, burrs, and reaming. Install pipe with all markings up for A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, 0. electrical supply, and telephone lire 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) , , _ ,, �, _ i B. Irrigation design is based on the available static wafer pressure shown on the drawings. Contractor shall verify static water on the E.All solvent cementing of plastic pipe and fittingsD. Remove all dented and damaged fittings shall be a two-step process, using primer and solvent cement applied per the g P sections. - %--___1, Grading design plan a CO project prior to the start of construction. Should a discrepancy exist, notify the Landscape Architect, Owner's authorized representative and manufacturers recommendations. Cement shall be of a fluid consistency, not gel-like or ropy. Solvent cementing shall be in conformance Q Z C3 City of Palm Desert prior to beginning construction. with ASTM D2564 and ASTM D2855. E. All lines shall have a minimum clearance of 4 inches from each other and 12 inches from lines of other Trades. _____2, Landscape design plan I G n - `, `%.r,�`) _ Z F. Parallel lines shall not be installed directly over each other. M Q g r septic Tanks, and other utilities as are commonly F. When connection is plastic to metal, female adapters shall be hand tightened, plus one turn with a strap wrench. Joint compound shall S. Irrigation design plan li C. Prior to cutting into the sail, the Contractor shall locate all cables, conduits, sewer 15 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 such obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for welding, use only the specified primer and solvent cement and make all joints in strict accordance with the manufacturer's _____4, Irrigation schedules Z� J 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 solventwelds at least 15 minutes setup time before moving or handling and 24 hours curing time before filling. Post installation Inspectloni (Initials indicate completion) 0) Q Cc D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the project site during construction. A. Ball Valves H. PVC i e shall be installed in a manner, which will rovide for ex nsion and contraction as recommended b the i e manufacturer Contractor shall repair, at his own cost; all damage resulting from his operations or negligence. pipe P Y pipe _ A. Plants installed as s ecif led � P 1 1. Ball valves shall be of the manufacturer, size and type indicated on the drawings. Ir Z . Yp s.g I. Centerload all plastic pipe prior to pressure testing. E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeving as shown on the plans. _____B. Irrigation systems installed as designed W 0 2. Ball valves shall be constructed of PVC and shall be fully ported. Ball valves shall have threaded connections. F. The Contractor shall verify J. All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste.and be familiar with the existing irrigation systems in areas adjacent to and within the Project area of work. Commenter____________________________________ J W 2 � Q 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 a 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 ____________________________________________________________ � � U his operations. C. Automatic Control Valves: plastic female adapters. C0J A copy of this certification has been provided to Owner/Developer and District 00 a H. Contractor shall notify Owner's Representative if any existing system is temporarily shut off, capped or modified. Provide 48-hour 1. Automatic control valves shall be of the manufacturer, size, and type indicated on the drawings(see sheet IL-1). 3.05 Controller = 0) < notice, prior to turning off or modifying any existing irrigation system. Comments=____________________________________ co d 2. Automatic control valves shall be electrically operated. A. The exact location of the controller shall be approved by the Landscape Architect or Owner's authorized representative before U. I. The Contractor shall repair or replace all existing irrigation systems, in areas adjacent to and within the project area of work, damaged b the construction of this project. Adjacent irrigation systems shall be made completely operational and provide complete coverage of the 2.06 Valve Boxes installation. The electrical service shall be coordinated with this location. ------------------------------------------------------------ 0 Z � Q W Y P J J 9 Y p Y P P► P 9 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 A. Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to sunlight and chemical action of soils. B. The Landscape Contractor shall be responsible for the final electrical hook up to the irrigation controller. , v P 9 accordance with Coachella 1lalley Water District and The City of Palm Deserts Q0. 1.06Inspections Landscape and Irrigation GUIcILInes, B. The valve box cover shall be tan color in decomposed granite and secured with a hidden latch mechanism or bolts. C. The irrigation system shall be programmed to operate during the periods of minimal use of the design area, p g a, 0) � 0 2 A. The Contractor shall permit the Landscape Architect and Owner's authorized representative to visit and inspect at all times any part of 3.06 Control Wring ------------------------------------------------------------ ------------------ 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. A. Low voltage control wiring shall occupy the same trench and shall be installed along the same route as the pressure supply lines 03SA16BE07 SHEET DESCRIPTION B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape D. Valve box extensions shall be by the same manufacturer as the valve box. whenever possible.Architect, Owner's authorized representative, and/or governing agencies. The Contractor shall be solely responsible for notifying the P sweeney + associates Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance,where and when the work is ready for testing IRRIGATION DEBIGN AND CONSULTING E. The plastic irrigation valve box cover shall be an overlapping type. IRRIGATION 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 califomia SPECIFICATIONS 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,Su le o 2,07 Automatic Controller Murrieta,CA 62563 NOTE; C. Inspections will be required for the following at a minimum: C.All connections shall be of an approved type and shall occur in a valve box. Provide an 18-inch service loop at each connection. 951,461.e93o p.951.461.6850 f ANY CHANGES TO THE APPROVED PLAN MUST BE A. Automatic controller type ller shall be of the manufacturer, size, and t indicated on the approved drawings. emait@9waeneyassoc,com 1. System layout www.sweeneyassoc.com SUBMITTED IN WRITING TO THE CITY OF PALM DESERT B. Controller enclosure shall be of the manufacturer, size, and type indicated on the approved drawings, D. An expansion loop of 12 inches shall be provided at each wire connection and/or directional change, and one of 24 inches shall be urrret:�,California•Austin,Texas•Ft. Lauderdale,Florida FOR APPROVAL PRIOR TO INSTALLATION DESICNED 2. Pressure test of irrigation mainline (Six hours at 125 PSI or 120%of static water pressure, which ever is greater}. Mainline pressure provided at each remote control valve. S&A 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 S&A used without prior approval from Owner's authorized representative. 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. CHECKED 4. Final inspection prior to start of maintenance period B.All electrical work shall conform to local codes and ordinances. 3.07 Valves SIB These plans have been reviewed by the Coachella Valley Water District in DATE 5. Final acceptance g g A.Automatic control valves, quick coupler, and ball valves are to be installed in the approximate locations indicated on the drawings. r accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section 03.19,07 2,0E Law Voltage Central Wiring � A � 1� JOB ��' R 65597 et seq. requiring efficient landscape and irrigation design in cooperation with B. Valve shall be installed in shrub areas whenever possible. the local governing ens (City or County). "Approval of this drawin CVWD D. Site observations and testing will not commence without the field record drawings as prepared b the Irr irrigation Contractor. Record A. Remote control wire shall be direct-burial AVVG-UF type, size as indicated on the drawings, and in no case smaller than 14 gauge. P G1 PALM V S RT g g agency ) pp g�' 124454 g g p P Y � staff does not constitute approval to encroach into district and USSR Rights-of-Way. drawings must complete and up to date for each site visit. 1N5195C710N 5GHEOULE N07E a r c Trees,plants,walls,and permanent structure of any kind may not be planted or CAD FILE B. Connections shall be of the manufacturer, size, and a as indicated on the drawings G. Install all valves as indicated in the detail drawings. g 7 R t type g installed in CVWD and US BR easements or right-of-way without first obtaining an E. Work that fails testing and is not accepted will be retested. Hourly rates and expenses of the Landscape Architect, Owner's authorized REFER TO THE TITLE SHEET FOR THE CITY OF encroachment permit from CVWD. representative, and governing agencies for reinspection or retesting will be paid by the Irrigation Contractor at no additional expense to C Ground wires shall be white in color. Control wires shall be red (where two or more controllers are used, the control wires shall be a D. Valves to be installed in valve boxes shall be installed one valve per box. PALM DESERT'S INSPECTION SCHEDULE. SHEET NUMBER Owner. different color for each controller. These colors shall be noted on the"Record Drawings" plans located on controller door). DATE WATER MANAGEMENT SUPERVISOR NO TREE:5 SHALL 5E PLANTED WITHIN CY.W.P. 1.07 Storage and Handling EASEMENT OR RIGHT-OF WAYS. CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR A. Contractor shall use all means necessary to protect irrigation system materials before, during, and after installation and to protect the NOTE: installation work and materials of all other trades. I the event of damage, immediately make all repairs and replacements necessary to NO CON'I'LICTING UTILITIES WITHIN PROJECT AREA. the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner. OF 15 SHEETS 06/19/07 UTIL 17Y 5Y OWL LE67EN0 t : ® TYPICAL A/C LOCATION `:`';• KEY MAP TRANSFORMER (ABOVE SROUND) PRIMARY PULL50X (FLU%% S0� MAILBOX '9) SUMMERS/MIURPHY h PARTNERS, INC . ; ® IT'>(50" ELECTRICAL BOX (FLUSH) ' , �` - �` LANDSCAPE ARCHITECTS p tij U R 34197 COAST HIGHWAY, SUITE 200 -- ® I T'X90" TM-LPHONE BOX (FLUSH) �C/iC`,Cy�,l, DAN 443-744 POINT, CALIFORNIA 92629 �+ n GUSTO �. .,-•.y' a°xa" GABLE Ti BOX (ABOVE GROUND) y FAX (949) 443-1b3'1 19+57.64 19 PAS EO 18+Q0 "h: '` �r c `N/; r0 p IRRIGATION CONTROLLER / POAM PEP. n.k GCS FIRE HYDRANT �0 \,N1QSC,gP +0 k II I 112+ I [ I 13+0 o � WATER METER �o '�• ® cSRATE / INLET CUB{36} CV-(36 i � Signature ua 7-31-08 ED BUBBLER BOX ~ * Rerewd Date - Q F PF{48} I ' •' _ DRAIN PIPE �'�+9 Date Mama • I �• LLJ ��dF CAU �- FLOW LINE CD I // drawings and/or the a2ro • IIIOV. BOLLARD LIbHT These �., _ I Gk7T�8 TRI�9 IN POTS TO � BE RE AXATM MOM RATER FEATURE- TYP. .J THIS PLAN REFLECTS RECOMMENDED accompanying specifications LIGHT FIXTURE LOCATIONS ONLY. THE are the exclusive property of SALES PREYIT CENTER I Summers Mur h & Partners (51x roAL) OWNER SHALL HAVE THEIR ELECTRICAL FRANK Y SALES TRAILER RANK SINATRA I Inc. and their use and ubii- € ENGINEER RECOMMEND ACTUAL FIXTURES. cation shall be restricted Po the �4'X6o' E:LE OMC ENGINEER SHALL ESE ,) _ I RE5'PONS15LE FOR ALL ELECTRIGAL NOT TO 5GALE PROJECT orig€nal site for which they L,j ' WATER FEATURE TYfi'. DESIGN AS NEEDED TO MEET THE CITY OF were prepared. Re-use, repro- I PALM DESERTS L16HTING ORDINANCE. LOCATION duction or publication by any it) A OEM oE148} OE���s) method, in whole or part is L_J WR �1 '} .T. R,�12'} L-� . ALL LISHTIN& SHALL BE APPROVER BY prohibited except by written I THE CITY OP PALM DESERT PLANNIN& permission from Summers/ L*-j 0 DEPARTMENT PRIOR TO INSTALLATION. Murphy & Partners, Inc. TRIVS Y4ITHVA5HW BOX � I ARE 77EMPORAR`r', AND ' .......... ........ ........... ....... .......................... ................................................................................. _.......... DE {36} OE � 67 pE ��36 WILL BE REMOVM, ,4T I L.1 MOM RAdrT BUILT?-OUT. � Q ALL TREE5 TO BE LOVE BRANGHI N6 51 NGLE TRUNK � I �® GONTRA�.TOR TO INSTALL � ' TEMPORARY TREES IN Tf EIR BOX 50 Ti�Y CAN ;'' ,: OR M ULT -BRANCHED AS NOTED. ALL TREES TO " BE TFUTURE 19HASM,RANSPLANTED INTO HAVE LOWER 5RANCHE5 IN-TACT. Na GUYING, ' THE / N T LIFTING OE CANOPY OR T0F'P I NG OF TREES 15 v 3 EIS s OEl�46 G I TY' OF FALLOW AREA :'� ,. Z CV 36 -� FALLOW AREA L 55END PERMITTED WITHIN THE CITY OF PALM DESERT. TOTAL PALM DESERT REGION-' e WITH DASHED I .�s Box ARE TEMPORARY, 17, � �� Z AND 041I.L BE MBOL DESCRIPTION SIZE 07"r. WATER NEED WATER NEED z REMOVID ATM TEMPORARY MODEL PARKINb / FALLOW 1NATEfi�' FEATURE- TYP. I BUILD-OUT. LOT AREA AND LANDSCAPE SHALL BE W 0 r� o v, cONTRACTVR To REMOVED AT MODEL 5l11LD-OUT AND _ I�x THEIR XY CONVERTED TO A TAT DARD PRODUCTION ACACIA 57ENOPHYLLA 56" BOX LOW BRANCH 2 LoW f MOD 0.5 LOW 0.2 TR THEYNSPI CAN BE I �� 5HOE5TR I NG ACACIA oE � 6) TRANSPLANTED INTO of A CONVERSION PLANE SHALL BE SUBMITTED I p L"� f MRJE PHA ES. L FOR CITY OF PALM DESERT APPROVAL AT A LATER DATE. (ALL AREAS ON THIS PLAN)3 ec BUTIA GAPITATA 24" BOX -4' TALL MIN. I LOA/MOI� 0.2 0.5 LOW p !e2ln P'4RKlNC EE P P I NDa PALM 36" BOX (0' TALL MIN. a PI LOT d CV(36) GALL I STEMON Ill M INAL I S 56" BOX LOIN BRANCH 6 MOD 0.5 MOD 0.5 I�IATER FEATURE- TYP. . 1507TLEBRU51H TREE AS(30) OE Sys) OE s) cs -� ��_TREES A17H DASHED BOX _ CEREUS PERUVIANUS 36 BOX 5 GANE5 MIN. I LOW 0.2 LOW 0.2 I ' E#a} AILLR 24 AT PERUV I AN TORCH 6 I TALL M I N. lae MODEL BUILD-OUT. CS PF 48) GONTRAGTORTO INSTALL. G}-}AMAEROP�J HUMILIS I � X - �P;�I) �° Tl�1:I�R BOX R 1N MULTI TRUNK I MOLT 0.5 Ma:;) 0.5 TH>:r GAN MED. FAN PALM Be TRAN5MANTED I KTO ju I FUT1,11RE PHASES. - ,.. .. ,a- - - I .. .. . ... .. i. T' "l 7' %' : ¢� CITRUS VALENC I A ORANGE 56' BOX LOA BRANCH 11 MOD / HIGH MOD 0.5 JNAR F OR AN- ' ; GE FROM -'' OM G QA H G EL LA LEY GR C�WE R5 ONL-, Y I I II GIT - RU S N AGA 56 2 MI K BO X 0X OUAT 0W MO-i L BRA D i, :j BRANCH H I G HO.8 M 017 DViARr KU MCU AT F RO MG OAG HE LL VA LLEY 6Ra NE RS aN L 0.5 -'i Fs FOUOU I ERI A SPLENDENS 15 GANE5 M 1 N, -4 LOCI 0.2 � LOW 0.2 OCOTILLO 5' TALL MIN, p CODA ON W OE (36) 0 '> " OLEA EUROPAEA-- FRUITLE55 56" BOX LOW BRANCH 12 MOD 0.5 MOD 0.5 Q � *- FRUITLESS OLIVE "REUSE FROM SALES PREY I EY�I CENTER" coC14 0 PF{4$} CM PARK I NSONI A FLORIDA 48" BOX LOW BRANCH 5 LOW 0.2 LOW 0.2 z < ' BLUE PALO VERDE O MEMO •- � coLd WR (,2') WASH I NGTON I A ROBUSTA- HYBRID 12 B.T. (BARE ROOT) 4 HIGH 0.5 MOD 0.5 LU Z > Z MEX I CAN FAN PALM 5K I NNED TRUNK co - a HTM .. 0171 OF C0 NOTE: V NES ALL VINE5 TO BE 57AKED PALM DE5ERT W.u.C.o.L.S� z TOTAL ALL PLANT MATERIAL SHALL BE APPROVED BY REGION-� �LANDSCAPE ARCHITECT PRIOR TO SYMBOL DESCRIPTION SIZE OTY. WATER NEE ILDEL I VER'Ir. CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT AI TH D WATER NEED W PHOTOGRAPHS AND 5PE0 1 F I GAT I ON5 OF MATERIAL RECOMMENDED TO BE + BOU6A I NV I LLEA 'SAN D I EGO RED' 15 GAL. 6 LOW / MOD 0.5 MOD 0.5 CL PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 36" BOX, BOUGAINVILLEA CONTRACTOR 5HALL PROVIDE PHOTO OF EACH 5PEC I MEN. FOR ALL 7REE5 / - GELSEMI UM SEMPERVI REN5 15 GAL. 24 MOD 0.5 MOD 0.5 a Q CO SHRUBS 24" BOX AND UNDER, CONTRACTOR ts- IAY SUBMIT A "REPRESENTATIVE" CAROL IANA JESSAMINE IS 20 PHOTOGRAPH. LANDSCAPE ARCH 1 TECT RESERVES THE R I GHT TO REJECT - LON I CERA JAPON I GA 'HALL I ANA' GAL. 15 MOD 0.5 MOD 0.5 0 MATERIAL DELIVERY TO THE 517E NOT PREYIOU5LY AFFROVED, OR NOT HALLS HONEYSUCfCLE C� W ` REPRESENTATIVE OF THE APT='ROVED PHDTDC7RAPHS. ROSA BANK51 AE 15 CvAL, 5 MOD 0.5 MOD 0.5 Z J Q ALL PHOTOGRAPHS SHALL CONTAIN A PERSON OR MEASURI N6 POLE, AND FRAME LADY BANKS' ROSE a oWco THE ENTIRE TREE / SHRUB. SPEC I F I GATT ON5 SHALL ADDRESS CALIPER, HE I GHT $ ;.� ,7 �.-q f µ_. � � a �IIDTf4 OF TREE / 5HRUB. � Z ONLY PLANTS W I TH STRONG TRUNK5, 600D BRANCH CONF 16URA71 ON AND INTACT ry RO U ND COVES fir F�►r 5C w o LOWER BRANCHES WILL BE ACCEPTED. 5YM50L 1:�E5GR I PT I DN W ALL PLANT MATERIAL SHALL MEET THE AMERI CAN NUR5ERY STANDARD AN51 500 C AND ARIZONA NURSERY 15A 5TANDARDS. THICK LAYER (AFTER COMPACTION) DECOMPOSED = 0 Q j3 vo NO 5`t'MBOL GRAN 1 TE. ALL SHRUB BED5. "NEW CAL I FORK I A GOLD" , Q REGARDLESS OF PREY I aU5 LAND50APE ARCi41 TECT OR CANER APPROVALS• THE 5/8 M I NUS WITH 11% FINES. AVAILABLE BY KRC ROCK. •• W J CITY OF PALM DESERT LANDSCAPE INSPECTOR AND MANAGER RE5ERVES THE (760� � 4-IO36, www.�Crcr ck.com Z III-- Ow RIGHT TO REJECT ANY AND ALL PLANT M,4TEi�.I AL. CL _ 0 NOTE: C F- 02 NO TREES SHALL BE PLANTED WITHIN Cw AIA.D, EASEMENTS OR RIGHT-OF WA`�5, SHEET DESCRIPTION NOTE: ALL IN5TALLATION AND MAINTENANCE 5HALL MEET OR EXCEED NOTE: TREE VINE AND GROUND COVER THE C 1 T`Y OF PALM DE5ERT'S "LOW WATER ORDINANCE" AND NO CONFLICTING UTILITIES K TH I N PROJECT AREA. PLANTING PLAN FOLLOW THE MAINTENANCE 50HEDULE 4 GUI DEL I NES E5TABL I SHED IN THE C 1 T1' OF PALM DE5ERT'S "DE5ERT FLORA" DESICNED JL MAINTENANCE GUIDE, CURRENT EDITION. DAWN CI7Y OP PALM r�5��er JL IN5P1=_G rloN 5GHEL7ULE Now CHECKED JL REFER TO THE TITLE SHEET FOR THE CITY OF These plans have been reviewed by the Coachella Valley Water District in DATE PALM DESERTS IN�'EGTI0N SCHEDULE. p, T accordance with Water Code Title 7,Division 1,Chapter 3,article 10 8,Section 03.19.Q7 �O A 1"fi E N D 1�I E N T NOTE 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(Cityor County). "A JOB N4.124454 ty). "Approval of this drawing Iry CV Lei] T THE CONCLUSION OF ROUGH GRADING, AN AGRONOMIC SOILS ANALYSIS SHALL BE staff does not constitute approval to encroach into district and USBR Rights-of-Way, , PREPARED BY THE CONTRAGTQR AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR saMTREE T R t G installed in CVwD and USBR easements plants,waits,and permanent structure of any kind may not be planted or or right-of-way without first obtaining an D�onriLE REVIEW AND APPROVAL. THE IN5TALLING CONTRACTOR SHALL INSTALL ONLY THOSE 501L encroachment permit from BR SHEET NUMBER AMENDMENT5 AND FERTILIZERS A5 REGOMMENDE7 BY THE SOIL TE5TIN6 LAB/ FACILITY. SCALE : ( rt 20 DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR- � of 201 �.01 � NORTH OF 15 SHEETS 06/19/07 UTILITY SYMBOL LLc6�Nl� ® TYPICAL A/C LOCATION KEY MAP TRAN3PORML'R lADOVE &ROUND) ``'` TItANN• ' .\titi•. PRIMARY PULLDOX (FLUSH) sD -21 MAILBOX , 0 SLIMMERS/AAURPHY PARTNERS, INC ® 11"X30" ELECTRICAL BOX (FLUSH) LANDSCAPE ARCHITECTS ,o 'C yj U R 34197 COAST HIGHWAY, SUITE 200 ® 11"X50" T5LI�PHONE BOX (FLUSH) ,� y DANA POINT, CALIFORNIA 92629 n el"Xq" GABLE TV. BOX (ABOVE &ROUND) 40 �,Q� (949) 443-1446 FAX (949) 4431631 T p IRRIGATION CONTROLLER / POWER PED. �/` 7 0 ` CCY PIRe HYDRANT �'9Q �Q L✓�NMu pt) 4 WATER METER hy 19+57.6 19 PASEO GUSTO +� &RTE / INLET Signature 1 I [ 1 CD ® BUBBLER BOX \ * Renewal Date 1 +00 12+ 13+0 DRAIN PIPE o ����F crate oR�P FLOA LINE a�ca,uF f` These rawings and/or the ■ IIIOV. BOLLARD L16HT accompanying specifications THIS PLAN REFLECTS RECOMMENDED are the exclusive property of j LI&HT FIXTURE LOCATIONS ONLY. THE OWNER SHALL f+AVE THEIR ELECTRICAL Summers/Murphy & Partners, EN&NEER RECOMMEND ACTUAL FIXTURES. FRANK S�NATRA i r Inc. and their use and pubki- - cation shall be restricted to the ELECTRIC EN&INEER SHALL BE ' I on final site for which the NOT To 5GA � g Y 1 L 1 . RESPONSIBLE FOR ALL ELECTRICAL X X PROJECT i' DE516N A5 NEEDED TO MEET THE CITY OF were prepared. Re-use, repro- tex•e �J x •;t.; I I PALM DESERT'S LI&HTIN& ORDINANCE. LOCATION duction or publication by any method, in whole or part, is WATER FEATURE- T'I'P. I r ALL LI6HTIN& 5+�ALJ_ APPROVED BY prohibited except by written I THE CITY OF PALM DESERT PLANNIN& permission from Summers/ SALES TRAILER aEPARTMENT MOR TO IN5TALLATION. Murphy & Partners, Inc. 24-1X6(Y 1 :o AATER FEATURE- T`rP. , ®e T 7' I I ` �- -sF I SHRU55 / ACCENT AND CITY OF :. n x.... ., o ..r x x X, �' ROUNDGVER LEGEND TOTAL. PALM DESERT RE6 ION-6 z x SYMBOL. DESCRIPTION SIDE QT`Y'. SPACI NCB WATER NEED YVATER NEED � ,,.... , a FALLOW AREA FALLOW AREA . , ,.. # AGALYI`'HA MONOSTAGHYA 5 6AL. 20 3' O.G. LOA 0.2 LOW 0.2 �r a (#/, 1(+,�'" RASPBERRY FUZZ I ES TEMPORARY MODEL PA#21CtN6 ♦ FALLOYV AGAVE AMERIGANA 15 GAL. 11 610.0. LOW 0.2 LOW 0..2Uj C� LOT AREA AND LANDSCAPE 5k4ALL BI` WATER FEATURE- TYfi. x I @ CENTURY PLANT REMOVED AT MODEL BUILD-OUT AND ;k ,r/, CONVERTED TO A STANDARD PRODUCTION I +� Q 15 6 L. al 4' O.G. LON � MOD 0.5 LOA 0.2 <<11<11<11<1<11 UNIT. AGArVE GEM I N I FLORA A TNIIN FLOWER AGAVE FOR ITY OF PAL DESERT APPROVAL AT :.. _ . A GDNV'ERSIDN PLAN SHALL BE SUBMITTED _. .... C M DESE jT f A LATER DATE. (ALL AREAS ON THIS PLAN ; r # AGAVE DE5METTIANA 15 GAL. 8 4` O.C. LOW / MOD 0.5 LOA 0.2 AGAVE 1 PARKING , U LOT ALOE BARBADENS I S 15 COAL. S 14, O.G LOW 0.2 LOW 0.2 ALOE VERA _... WATER FEATURE- T rP. ASGLEPIAS SULULATA IS GAL 5 4' C7.G. LOW 0.2 LOW 0.2 (D DE5ERT M I LiCWEED G,4LL I STEMON V I MI NAL 15 TTLE'L JOHN' 5 (SAL 10 (010.0. MOD 0.5 MOD 0.5 � ; I DWARF WEEPING BOTTLE BRU5H A 5 05 MOD 0% - GAESAL 'INIA PULG�tERRIM 15 GAL I P' O.C.aG MO REIN BIRD OF PARADISE 711 - � - r; / / r' / J;' ' :j / r; -� ,, GlsruS PURPUREuS, r � , `� '"� � 5 6 AL. 8 5 O.C.O MOD O.5 LOA 0.2.' L v r F k; ,T T fT T DRGHIf.7 R OGKiti05E W j; T ' T rf O o,ra' LIRON WHEE ERI W a.2� DAS IS GAL 6 5 O.G. La LOA 0.2 o� QD DESERT SPOON -/ C3 .j N HESPERA LQE PARV I FLORA 15 6A 25 4 O.G.L LOW 0.2 LOA 0.2 � Z RED YUCCA _ CO ON (D Ur CO LANTANA CAMARA VAR5. NEW GOLD 5 GSA{L. 5 610.0. MOD 0.5 MOIL 0.5 J = NEN GOLD LANTANA Z ^ Q LAVANDULA ANSU57IF0LIA 5 GAL. 40 2' D.C. LOW 0.2 MOD 0.5 r M LAVENDER LEUCOPHYLLUM FRUTE50EN5 15 GAL. 1 5' O.G. LOW / MOD 0.5 LOW 0.2 Z T NOTE: TEXAS RANGER ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO ►_ a LIRIOPE SPECIES 5 GA . I M L 6 I 6 O.G. MOD D.5 OD 0.5 DELIVER**(. CONTRACTOR SHALL PR.OV I DE LAND50APE ARCHITECT AI TH TURF LILY W PHOTOGRAPHS AND SPECIFICATIONS OF MATERIAL RECOMMENDED TO BE MYRTUS GOMMUN I S "GC>MPAGTA' 15 GAL. 4 41 O.G. MOD 0.5 MDD 0.5 Q PURCHASED BY THE CONTRACTOR. FOR ALL TREES ABOVE 56" Box, � TRUE MYRTLE CONTRACTOR SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / Q < CO t Z 6 PENST�.MDN SUPEF:BUS 5 GAL. ID 3 O.G. LOA 0.2 LOA 0.2 L SHRUBS 24 BOX AND UNDER, CONTRACTOR MAY SUBMIT A IREPRESENTAT I VE PENSTEMON _ Z PHOTOGRAPH. LANDSCAPE ARCH I TEGT RESERVES THE R 16HT TO REJECT 0 ROSM,4R1 NUS DFF 1 G I NAL I5 'TUSGAN BLUE' 15 GAL. 3Q 610.0. MOD 0.5 MOD 0.5 ILL MATERIAL DELI VERY TO THE SITE NOT PREV I OIJSLY APPROVED, OR NOT ROSEMARY z M Q REPRESENTATIVE OF THE APPROVED PHOTOGRAPHS. O Q W ALL PHOT06RAPH5 SHALL CONTAIN A PERSON OR MEASURING POLE, AND FRAME NA55ELLA TENU1551MA 5 GAL. 15 21 O.G. LOW 0.2 LOW 0.2 V MEXIGAN FEATHER 57RA55 THE ENTIRE TREE / SHRUB. 5PEC I F I GAT I CN5 SHALL ADDRE55 CALIPER, HE 165HT Z WIDTH aF TREE / SHRUB. YUCCA BAGGATA 15 GAL. 6 610.0. LOW 0.2 LOW 0.2 W 0 ONLY PLANTS WITH 5TRON5 TRUNKS, GOOD BRANCH GONFI DURATION AND INTACT BANANA YUGGA J W 2 LOWER BRANCHES WILL BE ACCEPTED. 0 THE AM RI A ME T R RY STANDARD ANSI 50a ALL PLANT MATERIAL SHALL E E E C N NU SE __ _ _ _ � Ca A STANDARL75. °° ate AND ARI ZONA NURSERY 15 � CIS � LL � RESARDLE55 OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER APPROVALS, THE Z 0 `W C 1 TY OF PALM DE50,7 LANDSCAPE INSPECTOR ANI.a MANAGER RESERVES THE NOTE: Q � p RIGHT To REJECT ANY AND ALL PLANT MATERIAL. NO TREES SHALL BE PLANTED WITHIN G.V.A.D. EASEMENTS OR � a � L O R 16HT-OF WA*'rS. a C/) HC3m NOTE: SHEET DESCRIPTION NOTE: NO CONFLI0TIN6 UTILITIES WITHIN PROJECT AREA, SHRUB ALL I N5TAL.L.ATI ON AND MAINTENANCE SHALL MEET OR EXCEED PLANTING THE CITY OF PALM DESERT'5 "LOIN 1NATER ORDINANCE" AND PLAN FOLLOV� THE MAINTENANCE SCHEDULE 4 SJ I DEL I NE5 DESIGNED E5TABL.I SHED IN THE O I TY OF PALM DESERTS DESERT FLORA JL MAINTENANCE GUIDE, CJRR.ENT EDITION. DRAWN G1 TY OF IVALM VE5ER7 JL IN5IVEG TlON 5C,1 EOULE NOTE CHECKED JL REFER TO THE TITLE SHEET FOR T+4E CITY OF These plans have been reviewed by the Coachella Valley Water District in DATE PALM DESERT'S INSPECTION SCHEDULE. A T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10,8,Section 03.19.07 501 L AMEN DMENT N0 TE R 65597 et seq.requiring efficient landscape and irrigation design in cooperation with JOB NO. the local governing agency(City or County). "Approval of this drawing by CVW D 124454 AT THE CONG11_1.151 ON OF ROUGH &RAD I N&, AN AGRONOMIC 50I LS ANALY515 SHALL BE staff does not constitute approval to encroach into district and USBR Rights-of-Way. PREPARED BY THE CONTRACTOR AND FURNISHED TO THE CITY OF PALM DE5ERT FOR THEIR T R t G Trees,plants,walls,and permanent structure of igany kind may not be planted or CAD FILE , installed in GVWD and USBR easements or right-of-waywithout first obtaining an �O�F�'�$aMSHRUB REVIEW AND APPROVAL. THE INSTALLING CONTRACTOR SHALL IN57ALL ONLY 7HO5E 501E it encroachment permit from CVWD. SHEET NUMBER Ai-IENDNfEN75 AND FERTILIZER5 A5 RECOMMENDEE7 BY THE 501L TESTING LAB/ FACILITY. ram- CALE : ( 20I DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR PL� 2 01 20, 40' O' NORTH OF 15 SHEETS 06/19/07 I PREVAILING 1. 'G I NCH-TIE' BY V.I.T. GO. - 2 AIND akas to be x '� 2. LODGEPOLE PINE STAKE I �t i - outside of rootba l l x 12' LONG FOR ALL TREES. GUT OFF TOP OF St1M11ABt5/MURPHY PARTNERS INC _ EXCESS STAKE TO MINIMIZE 2 - ?EE. LANDSCAPE ARCHITECTS 2 (� ~�~��� 3 DAMAGE TO T1 34197 COAST HIGHWAY, SUITE 200 All _ 5. 2" COMPACTED LAYER DANA POIPIT, M3CALJFORNIA 92 (949) 443.1446 FAX (949) .1631 O _ - _ DECOMPOSED GRANITE. �N 5 X ~ ~ �'�- ��,� REFER TO TREE PLANTING W - I - -`..:J i OP OF ROOTPLAN FOR IRO NT ON. o `p,ND SCq pF F I t W O F. Mur q 4 - �I �I ' f,. 4 l BE AT FINAL GRADE. y KEEP D.G, AWAY FROM w `& 5 - - - - - - - - - GROWN OF PLANT -� Signature � -�_ _ = _ _ =l , 4. FINAL GRADE Renewad Coate O - - - - - - - - - - E_=- I - I I -� = 5' T I I I [ ( 1 1 1 1 I �_ 1 1 1 1 1 I 4 5. 100% SITE NATIVE BACKFILL s� awe �P �TF 0�CA�1���� --- - m 1 1 1 1 6. PLANT PIT EXCAVATION EO�EQ 0. 0. f EO EG � 7 3 * 5 1. ROOTBALL These drawings and/or the OJECT IO 3 X DIAMETER REQUIRED BY G.V.W.D. accompanying specifications OF ROOT BALL 8. UNDISTURBED NATIVE are the exclusive property of th ii i u -O _ SUBGRADE, " I I I. SHRUB REFER TO PLAN FOR TYPE � LOCATION Summers/Murphy & Partners 12 15 IS IS 12 Inc, and their use and pubki- I � 2. 2 LAYER D _7 NOTE: cation shall be restricted to the DECOMPOSED GRANITE AFTER COMPACTION- - REFER TO SHRUB -PLANTING PLAN FOR SPECIFICATION. MIN. TWO TIES (TOP 4 BOTTOM) original site for which they were prepared. Re-use, repro- ELEVATION I. LANDSCAPE BOULDER - TOP OF ROOT GROI+�N TO BE AT FINAL GRADE. -1 I - REQUIRED. ducticn or publication by any /2"= 1 '-a" REFER TO FINISH SCHEDULE 3. FINAL GRADE I - WRAP STAKE TO FORM method, in whole or part, is KEEP D.G. AWAY FROM prohibited except by written ON CONSTRUCTION LAYOUT PLANS 4• 100 5 SITE NATIVE BAGiCFILL CROWN OF PLANT I = _ =1 - FIGURE EIGHT. NAIL N (1) permission from Summers/ I. I" X 2" TUBULAR STEEL TOP AND 7. FINISH GRADE 2. FINAL GRADE GALV. NAIL TI-IRDUGf-f EACH Murphy & Partners, Inc. ,� _1 1 = I I 8 TIE INTO POLE. BOTTOM RAIL WITH 1/2 SQUARE S. PLANT PIT EXCAVATION- 3 TIMES 5. aTO% COMPACTED SUBGRADE THE SIZE OF THE ROOTBALL I- CLASSICIRON 5UPPL'I' 8. CONCRETE FOOTING Revised March I, 2007 per City of Palm Desert's Comments ' ROOT6`b`LL _I i 2. NEWEL POST BALL #IIS p y 5 X DIAMETER REQUIRED BY G.V.W.D. q. COMPACTED SUBGREADE AVAILABLE FROM: 1. UNDISTURBED NATIVE SUBGRADE OF ROOT BALL CLASSIC, IRON SUPPLY 10. GRAVEL BASE ALL PLANT INSTALLATION SHALL MEET THE ALL PLANT INSTALLATION SHALL MEET THE 617Y OF PALM DESERT'S CURRENT INSTALLATION CITY OF PALM DESERT'5 CURRENT INSTALLATION 5. 2" X 2" TUBULAR STEEL POST NOTES: ANP MAINTENANCE ISUIDELINE5. AND MAINTENANCE GUIDELINES. W ALL EXPOSED SURFACES TO BE WITH 1/2" 50. IRON TRIM Revised March I, 2001 per City of Palm Desert's Comments Revised March I, 2001 per City of Palm Desert's Comments 0 4, PICKE75 (TYP D TUBULAR1" SOUARE STE N EL BURR5, WELDS, ANDABRA51ON5 F BOULDER IN LANDSCAFE cf." SHRU5 €_ LA `DTI I 67 A TREE STAK I Nr.-7 AN� FL ANTI I & E 5. 1" X 2" TUBULAR STEEL "AI NDOW" PRIOR TO APPLICATION OF FRAME WITH 1/2" SOUARE SOLID PRITyiER. IRON TRIM 3'-4' 3'-4' 3'-4' 3'-4' a ALL WORK TO BE PLUMB, 6. 5/4" X 1/4" SOLID STRAP "WOVEN" STRAIGHT AND TO LINE AND BASKET WEAVE PATTERN LEVEL INDICATED ON 1 NOTES: <1<1< CONSTRUCTION PLANS WIDTH VARIES ALL PALM TREES AR.E TO BE SEE CONSTRUCTION FLAN ROW 3 0 "BARE ROOT" AND MEET O^NER OPT 1 ON TO HAVE FENCE 2 THE MINIMUM BROWN TRUNK POWDER COATED (COLOR PER SPECIFICATION AS OWNER) ROW 2 .0 5 INDICATED ON PLAN. 2 2" LAYER OF GOMPAGTED DECOMPOSED GRANITE- REFER ROW I _ 0 0 = TO TREE PLAN FOR SPECIFICATION IN KEEP D.G. AWAY FROM CROWN OF PLANT zz i -� 5 2. TOP OF RODTBALL TO BE 2 AT SAME ELEVATION AS I - I. 1/4 XI 1/2 STAINLESS STEEL EYE -1 SCREW IN DUG FROM FIELD. 0 = _ _ - - - _ _ _ _ _ - _ _ = MA50NRY LEAD ANCHOR SHIELDS I-1 -- I -I -I -I I -I -1 =1 _I -I _ ait 12 GA. GALVANIZEP AIRE. SECURE VINE 5. ROOT BALL � J 1=I = , TO WIRE WITH 1/2" GREEN NURSERY TAPE. L,f� TAPE SHALL BE TIED IN A MANNER THAT u� ¢ 4 0 > .0 1- 4 15 JUST T€GHT ENOUGH TO HOLD VINE AND �t FINAL GRADE 0 � [-[ I1 DOES NOT CONSTRICT GROWTH. C NJ 5. AREA NATIVE SAND BACKFILL CI) 0 5. C4 FUTURE EYE SCREWS _ PIT rD BE 3 TIMES - - 5 THE 51ZE OF THE ROOT BALL 0 - r SECTION 4. ANGLE BACK TRUNK OF VINE TO WALL -III L 111 _ NOT TO SCALE AND REMOVE STAKE, SECURE PLANT TO WIRE I=1 = 1= 6. UNDISTURBED NATIVE 5U55vRADE J CO u .-. 12" DIA. 5. MASONRY WALL =1 (=_=_=_==1 I; C� 0) 1_=_= 1=I = 1=_- NOTE: i I ' C"� � 1. LANDSCAPE BOULDER, TYP. (SEE S. 10% COMPACTED SUBGRADE [ I 1 f 1=1 11=1 f 1=1 I FOR 5 GALLON VINE, N5TALL ROW5 I AND 2. FOOTI �IG ENL.ARGE1�'«1�T FINISH SCHEDULE) i I _ 11= � - I O 4. REFER TO GRADING PLAN FOR 15 GALLON VINE, INSTALL ROWS 1, 2, ANI7 5. Z 2. 6" MIN. LAYER DECORATIVE ROCK FOR DRAIN LOCATIONS TH15 DETAIL. PERTAINS TO ALL FENCE/MASONR"r WALL5. 5 X DIAMETER REQUIRED BY G.V.W.D. (SEE FINISH SCHEDULE ON THE AT BUILDING WALLS; REFER TO SEPARATE OF ROOT BALL ALL STEEL WORK IDENTIFIED A5 PART OF THIS DETAIL CONSTRUCTION LAYOUT PLANS) VINE TRELL 15 DETAIL ON THIS SHEET. ►I l L � ��r� a 15 NOT PART OF THE CITY OF PALM DESERT'S LANDSCAPE CITY PLANT INSTALLATION SHALL MEET THE W DEPARTMENT'S INSPECTION AND APPROVAL PROCESS. Revised Marcln 1, 2007t per City of Palm Desert's Comments ***ALL VINES TO BE 5TAKED*" CITY OF PALM DESEIZT'S CURRENT INSTALLATION g vw4 v _, ��,,��fi, AND MAINTENANCE GUI DEL I NES. ,;, , Q Revised March I, 2001 per Gity of Palm Desert's Gommenta Revised March 1, 200-7 per City of Palm Desert's Comments 1 VINE TRELL 15 (:i�) SU I LIB I NC:;p C� :;)R`r 57REAM 5ED ItiiI`N { TH E30U I;)ER5 I:;) VINE A77AC-oH�4E 7 5 FAL.M FLANT I NCB CO X Z - o L � Z - �� � #I11ico CC r W 0 LU 00 I I- Ill�ilillililil"€11€ s - � �1IL 00 J Ida U. z o �'lll Q I I- E - I- I- I. (1) 2 x 4 OR e _ I I-[ z = s a CL 0 = I = I I = I (2) I x 4 FOR STRAIGHT RUNS = _ _ _ _ - - OR (4) I/2 x 4 1~oR TIGHT CURVES A5 SHEET DESCRIPTION 2. FIN15H GRADE - PLANTING AREA 5 X DIAMETER *REQUIRED BY CV.W.D.* PLANTING - � 3. FINISH GRADE - GRAVEL/DG AREA OF ROOT BALL 4. 2 x 2 x 15 REDINQDIa 5TA<E ® 56" DETAILS O.G. (ALTERNATE I. TREE OR SHRUB - REFER TO PLAN FOR TYPE 4 LOCATION 1 I I 1 I 11 I- 2 X 4 X 15 REDWOOD STAKE (9 48 2. 2" LAYER AFTER COMPACTION OF DECOMPOSED GRANITE-REFER TO TREE PLANTING PLAN FOR SPECIFICATION. _ _ _ TOP OF ROOT BALL TO BE AT FINAL GRADE, I I I I I I I I I KEEP D.G. AWAY FROM DESIGNED SMP GROWN OF PLANTSECTION �41EI�11 DRAWN SCALE. 5 5. FINAL 6RA7E slP These plans have been reviewed by the Coachella Valley Water District in 4. IOC% SITE NATIVE BAGKFILL T accordancewith Water Code Title 7,Division 1,Chapter 3,Article 10.B,Section CHECKED A SMP 65597 et seq.requiring efficient landscape and irrigation design in cooperation with NOTES; 5. PLANT PIT EXCAVATION the local governing agency(City or County). "Approval of this drawing by CVWD DATE MODEL IA MODEL 45 5 TI ME5 THE SIZE OF THE ROOT BALL staff'does not constitute approval to encroach into district and USBR Rights-of-Way, .07 - ACOD SHALL BE ROUGH CONSTRUCTION HEART REDNOO:;). Trees plants,walls andpermanent 03 9 Dstructure of an kind may not be lamed or =p Y y P MANUF: AL'5 GARDEN ART MODEL: #4505F "5PHERE ON TALL PEDESTAL" 6• ROOTBALL r 3 r R t installed in CVWD and USBR easements or right-of-way without first obtaining an JOB NO. - NAILS AT STAKES SHALL BE 16D GALV. G011"ON 2 MODEL: 02091-FyN, COLOR: °TUSGAN SIENNA". ?. UNDISTURBED NATIVE SUBbRADE encroachment permit from CVWD. 124454 FER STAKE MINIMUM. COLOR: TO BE BAROGGO. AVAIL. FROM: &JZMAN5 G S. EXISTI�I<5 SLOPE REENHOUSE DATE WATER MANAGEMENT SUPERVISOR C§'onr SaPlntngDetai1S NAILS AT 5PL I GE5 SHALL BE 0I7 GALV. COMMON. AVAIL. FROM: MOLLERS NURSERY Z�? vzmanegreenhousezom ALL PLANT INSTALLATION SHALL MEETTHE SHEET NUMBER (160) 546-0545 525-1520 CITY OF PALM DESERTS CURRENT INSTALLATION CVWD PLAN 9 DEVELOPMENT SERVICE SUPERVISOR ALLOV4 6 TO 8 WEEKS LEAD TIME. ALLOW 6 to 8 WEEKS LEAD TIME. AND MAINTENANCE 6UIDELINE5. Revised March I, 24Q? per City of Palm Dmsert's Comments PD �l CONTRACTOR'S BID TO INCLUDE PUMP, CONTRACTORS BID TO INCLUDE PUMP ELECTRICAL AND AUTO I±ILL. ELEGTfiRIGAL AND AUTO FILL. J R I WC��I HEADER HI fi=RF.GA5T FOUNTAINS E SLOFE FLAN71 NC-; rOf 15 SHEErS 06/19/07 I GENERAL / GRADING * DRAINAGE 4. Compact ion - Compaction by tamping sha I I not be done In layers exceeding A. Contractual Relationship eight inches lr loose depth with each layer thoroughly compacted between. In the performance of this contract, Contractor shall hold Landscape Architect G. Clear-Up and Testing and Owner harmless Prom any and all liability, Costs and charges arising out of, I. Prior to covering of trenches, drain line and basins shall be checked to insure II. GENERAL NOTES I. GENRAL SITE PLANNING or in connectlor with, Contractors, employees, or it's agent's negligence, omissions, proper flow and water tightness. The owner's site construction manager shall errors. verify instollotior and obtain civil engineer certification. AT THE 0ONGL510N OF ROUGH &RADIN6, AN A&RONOMIc SOILS ANALYSIS SHALL sr; A. Clear-Up SUMMERS/MURPW & PARTNERS, INC. PREPARED BY THE OWNER AND FURNISHED TO THE CITY OF PALM DESERT FOR THEIR REVIEW LANDSCAPE ARCHITECTS AND APPROVAL. THE INSTALLING CONTRACTOR 5HALL. INSTALL ONLY THOSE SOIL 34197 COAST HIGHWAY, SURE 200 B. Errors or Conflicts 2. The piping systems shall be Flushed and cleared prior to connecting to AMENDMENTS AND FERTILIZERS AS APPROVED BY THE CITY OF PALM DESERT LANDSCAPE I. After all installation operations have been completed, remove all DANA POINT, CALIFORNIA92629 If any errors or, Conflicts are discovered in the plans or notes, y the shall be existing drain line, catch basin or storm drain systems. SPECIALIST. rubbish, excess soil, empty plant containers and trash from the site dally. (949) 443-1446 FAX (%9) 443.1631 brought to the attention of the Landscape Architect to issue clorificatior. 3. Upon completion of work, remove debris, tools and surplus material from site. All scars, ruts or other marks in the area caused by this work shall be repaired and the ground left in a neat, orderly condition. Leave site in A. Weed Control for a I I planting Areas. A4o scAP broom-clean condition at the end of each working des Hose down all �,o Mur Fq G. Additions, Deviations and Alterations paged areas, including walks and, patios, upon compleflvn of all work ��Q.�GM. any �Q�'0 No deviations or alterations From the plans and speciFicotions will be permitted �� i,G " unless authorized by the Owner or the Landscape Architect. Should deviation I. Remove all existing weeds from site. and each working day. . � iLl From plans and notes become necessary due to conflicting site conditions, Owner, B. Maintenance Signature Landscape Architect and Gity approve advance any such of Palm Desert shall rove in ad 7-31-08 suchw deviation. No additional work will be authorized w w 2. Install irrigation.without the express ritten I. The Gortractor shall maintain during * Renewal Date installation a sufficient number of authorization from the Owner. workers and adequate @qulpment to perform the work here(r specified Me all all mointenorce work shall meet or exceed the the Gity of Palm Desert s 3. A State of Callforrla Llcereed pest control applicator shall apply "Low water ordinance"; and follow the maintenance schedule $ guidelines These drowir S and/or the D. Interpretation systemic weed killer to all planting areas. established Ir the City of Palm Desert's "Desert Flora" accompanying specifications The Contractor shall comply with the obvious intent and meaning of these lass p y g p Maintenance Gulde, current edition. are the exclusive property of and specifications which shall be construed to include all labor, material, tools Summers/Murphy & Partners, and equipment necessary to complete the work specified herein it a B. Soil Preparation 4 Finish Grading Inc. and their use and publi- workmarlike manner in strict accordance with plans and notes. Should any cation shall be restricted to the I. Rough rade: Site to be received b Landscape Contractor to within 2. After all work has been completed, inspected and accepted, all areas original site for which they questions arise as to the intent and irterpretotion of these plans and notes, g g y p were prepared. Re-use, repra- will be maintained for period of ninety (10) calendar dogs or as Ion as 1/10 foot plus or minus b owner based upon Civil En ineer s grading Ian. p y y g duction or publication by any n sca a Architect whose decision p y p 9 9 9 p r to Owner and a d Contractor shall refs L p determined by the Landscape Architect to establish thriving trees, vines a shrubs. method, in whole or part, is thereon shall be firal. 2. Firish rade: Finish grading to of din kin Ord hand k prohibited except by written g go cons grading, raking wor permission from Summers/ E. Observation and Rejection of Materials and Workmanship necessary to achieve desired contour and flow line patterns, based 5. {keep all areas weed-free, adequately watered, and neat Murphy & Partners, Inc. Al materials and workmanship furnished or performed by Contractor steal be upon Civil Engineers plans, resulting in evenly finished surfaces free of for the ninety (QO) day period. Remove all debris from site and keep Subject to Final observation and acts tance Owner and Landscape Architect debris and litter. the entire site broom-Glean. J p � t� upon Completion of all Contract work whethe r previously paid For or not. At any 3. Shape mounds as shown on the tree/ planting plans. 4. Damage to an lanced area shall be re aired immediatel . Depressions and all times during the performance OF this contract, Contractor shall make Contractor to impart soil necessary to attain design grades and berms. available for observation, test and approval, materials and workmanshi . Failure a caused by vehicles or foot trafFlc shall be filled with rative soil, leveled pp p All import soil shall be free of weeds, debris, and shall b 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 bgrphers, m as needed g the right of Landscape Architect or Owner on final observation. Gortractor 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 sholll�be Z does not conForm to the plans and notes. All materials used on this contract I below walk/ta of curb. Remove from the site all stones over 2 in shall be new and the best marked duality unless specified otherwise. siZe p 5. The project shall be so cared for that a neat, clean condition will be , presented at all times to the satisfaction of the Owner and Landscape F. Samples 4. Top dress all shrub areas with a 2" layer of decomposed granite after compaction Architect. The Landscape Contractor shall be expected to make a When so re G.ulred by the Owner or Landscape Architect, Contractor shall submit Refer, to the "Tree Planting Plans" for material epee.IFicatlon. minimum of on® weekly visit for maintenance purposes. For approval samples of the various materials, and specify finish thereon. Q 6. The Contractor stealI request a Final site visit seven (7) days prior to the G. Local Codes end of the maintenance period. This request shall be written and All constructior shall conform to all local building codes and ordinances. It is C. Planting directed to the Owner and the Landscape Architect. Upon written Contraator's responsibility to verify all codes prior to commencing work. acceptance of the project, the Contractor shall be relieved of any Plant trees, vines and shrubs as called for More indicated on further maintenance. f4. Utilities Planting Mars and as detailed on Plorting Detail sheet. Contractor shall be responsible For verifying the location of all underground utilities, electric Gables, conduits, sprinkler lines and all utility lines prior to any Plant substitutions are rot permitted. Any modification or substitution C. Guarantee construction. to these plans shall be approved by the Gity of Palm Desert prior to execution. All plant installations shall be guaranteed to live and grow to a period of ninet (�iD) dogs after installation and acts tance b the Dwner. y y p y I. Removal of Debris and Clean-U Stake only (those trees that need it) as detailed on Planting Detail Sheet. Trees shall be guaranteed for one year. An material that fails to row p 9 y y g Contractor shol I thoroughly clean and keep free of debris and waste material through the specified maintenance and guarantee period shall be replaced" v, , entire construction area to the satisfaction of the Owner and City of Palm Desert. by the Contractor at no cost to the Owner. J. General The general conditions and any special conditions that Owner may require shall D. Observation apply with the some force and effect as though written in full herein for all """�""P ' I. Observation visits specified herein shall be made by the Landscapes construction sections. Architect or his representative. The Contractor shall request II. 51TE EXCAVATION AND ROUGH GRADING observation at least two (2) working days in advance of the time that the ; Sc eop of Work - Provide all labor, materials, tools, equipment, transportation and D. Plant Purchases observation is requested. 0 rx � CD necessary incidentals for the completion of all clearing, stripping, excavating, 2. Observation visits are suggested for the following parts of the work: C4 0 bockfllling, grading and related work as shown on the drawings, including but not ALL PLANT MATERIAL SHALL BE APPROVED BY LANDSCAPE 0) Ill to the following: ARCHITECT PRIOR TO DELIVERY. CONTRACTOR SHALL PROVIDE a. Upon completion of grading and soli corditioning prior to planting. 4 r LANDSCAPE ARCHITECT WITH PHOTO&RAPH5 AND SPEC I F I GATI ON5 _ 0 r A. Protection of all curbs, walks, walls, structures and other existing work which is OF MATERIAL RECOMMENDED TO BE PURCHASED BY THE b. When trees are spotted For planting, but before planting holes are J uj' CONTRACTOR. FOR ALL TREES ABOVE 56 BOX, CONTRACTOR excavated. W to remain. SHALL PROVIDE PHOTO OF EACH SPECIMEN. FOR ALL TREES / Z C.� Z SHRUBS 24" BOX AND UNDER, CONTRACTOR MAY SUBMIT A c. Written acceptance of the project to release the Contractor From B. Clearing and stripping site of brush, debris and other foreign materials as p p J () outl(red In the drawls s. REPRESENTATIVE P�-IOTO&RAPH. LANDSCAPE ARCHITECT further maintenance shall occur after Final Observation with the Dwner g RESERVES THE RIGHT TD REJECT MATERIAL DELIVERY TO THE SITE or his representative at the end of the maintenance period. G. Excavation for all foundations and footin s to the dimension and depth shown on NOT PREVIOUSLY APPROVED, OR NOT REPRESENTATIVE OF THE co 9 p APPROVED PHOTOGRAPHS. the drawings. Bottoms of excavations shall be smooth and level. All loose NOTE: material shall be removed therefrom. REGARDLESS OF PREVIOUS LANDSCAPE ARCHITECT OR OWNER a APPROVALS: THE CITY OF PALi l DE5ER7 LANDSCAPE INSPECTOR REFER TO THE TITLE SHEET OF TH15 PACKA&E FOR THE CITY OF PALM W D. 5ubgrades shall be watered and compacted to a relative Compaction of G15%. RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. DESERTS LANDSCAPE INSPECTION SCHEDULE. a a E. Subgrode , under a I I paving sha I I be. true to grade and cross section, hard, E. Ver1f ication of Dimensions t!i uniform and smooth prior to placement of base material. 0 p p Z I. All scaled dimensions are approximate. Before proceeding with any work, 05 I~. BackFilling of all excavations and trenches after placement of foundations, walls, the Contractor shall carefully check and verify all dimensions and walks, Utilities, eta., as outlined on the drawings. Compaction of backFill shall be LL in acceptance with Engineer's specifications. E. Plant Deliveries cluontltles, and shall immediately notify the Landscape Architect of cry Z J W discrepancy between the drawings and/or epee,iflaotiors and actual 0 1. The contractor shall coordinate plant deliveries with the Landscape conditions. No work shall be done in cry area where there is such a co (� G. Grading of areas indicated in the drawings including bringing existing grades to Architect. The contractor shall provide minimum -72 hour advance notice of discrepancy. All discrepancies shall be brought to the City' of Palm Desert's �� Q within 1/I0 foot plus or minus. Final design grades as Indicated on the drawings. p +Ian.. deliveries permitting Landscape Architect ample time to also notify attention prior to continuation of work. 1 W Z H. Stockpiling of excavation material or import top soil fill and sand shall be as heicy of Palm Desert landscape inspector of plant delivery dates and s. F. utilities J W j outlined on the drawings or as approved by Landscape Architect. 0 2 2. The landscape contractor is obligated to insure plants loaded on delivery 1. The Contractor shall be responsible for verifying the location of all in 0 I. Glean up and remove all debris and surplus material and remove from site. trucks prior to site delivery are those plants previously approved by the underground utility lines and boxes (os shown on plans) prior to any cry Landscape Architect and the City of Palm Desert Landscape Inspector. construction so that proper precautions may be taken not to damage = 0 a III. DRAINAGE such lines and utilities. the Landscape Architect has taken additional M CL Z 5. Any plants that are not those previously approved, or those that do not efforts as part of the plan preparation process to identify the ,. LL Q Scope of Work - Provide all Gabor, materials, tools, equipment, transportation and meet the minimum specifications established through the photograph and proposed location these utilities and coordinate tree Ord plant ri Z Q W necessary incidentals for the completion of all drainage systems as shown on the specification submittal process shall not be loaded and delivered to the placements to coircide with their locations. The Contractor shall bring drawings, including but rot limited to the following: job site. any discrepancies to the Landscape Architect. All discrepancies shall (L < C3 be brow ht to the City of Palm Deserts attention prior to continuation g y P a. A. Materials 4. An plants damaged during loading transportation or off loadin shall be of work. ~ yp 9 9 g p g I. Acrylonite Butolene - Styrene (ABS) Schedule 40 drain pipe, perforated or replaced. Damage is defined and may include but is not limited to trunk non-perforated in diameters shown on the drawings. scaring, broker limbs, defoliation and wind burn. The Landscape Architect CONTRACTOR QUALIFICATION NOTE: SHEET DESCRIPTION 2. Basins and Drains - High impact plastic Styrene drain basins, cotah basins and the City of Palm Desert Landscape inspector reserve the r D G ight to ALL LANDSCAPE CONTRACTORS SHALL BE CALIFORNIA LIGEN5E -27 g p p y reject any $ all plant material. ALL CONCRETE CONTRACTORS SHALL BE CALIFORNIA LICENSED G-S 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 ALL MASONRY CONTRACTORS SHALL BE CALIFORNIA LICENSED G-201 SPECIFICATIONS shown on the drawings. Stainless steel or brass deck drains in hordscopa as shown on the drawings. F. Plant Storage DESIGNED B. Trenching and Laying Pipe SMP 1. Trenches to pitch a minimum of 1/5" per foot unless otherwise indicated on the I. Prior to plant deliveries, the contractor shall establish a staging area DRAWN SMP drawings. Contractor to verlf y all invert elevations and trench depth prior to where deliveries are to be received. This staging area shall be odjacert These plans have been reviewed by the Coachella Valley water District in CHI � excavation. to the installation I lation area however away from heavy construction and A T accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,Section u( ment that may cause damage. 65597 et seq.requiring efficient landscape and irrigation design in cooperation with SMP equipment p y g the local governing agency(City or County). "Approval of this drawing by CVWD DATE 2. Bottom of trench sha1I be smooth and continuous to flow direction. A hollow staffdoesnotwalls,tan approval to structure into kindtandusBRRantedof-way. 03.�9,07 p � y Q Trees,plants,walls,and permanent structure of any kind may not be planted or Jig NO. 2. The contractor shall provide man over as needed to ads uote I maintain S T R 1 G installed in CVWD and USBR easements or ri shall be made to receive bell Of pipe 5O the jOlnt wl I I not bear upon theright-of--way without first obtaining an subgrode. Adjustments to line and grade shall be made by scraping away or plants located in the staging area. This includes but is not limited to hand encroachment permit fromCVWD. 124454 filling in with backfill under the base of the pipe and not by wedging or waterlrg, protection from wind or other damage and theft. CAD FILE DATE WATER MANAGEMENT SUPERVISOR Sonrisa- lantin S ec. blocking. SHEET DUMBER CVWD PLAN# DEVELOPMENT SERVICE SUPERVISOR5. Trench materia I Shall be used For backf I I I. However, no rocks or lumps shall be used. Welded joints shall be given at least 15 minutes setup before handling. Above the level of initial bockfill, the trench may be PS backf it led with trench material. C-;F.NERAL SITE 6;RAE� IN& I$ DRAINA67E 5FEG 1 F 1 �ATI 0N5 FLANTI N6 5i�EG 1 F 1 SAT 1 ON revised, March I, 2Q07 Per City of Palm Desert's comments. °F 15